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DWG 463-1; 3686; JOINT FIRST RESPONDER TRAINING FACILITY; 01-248
' ' ,, r . ·l· , •i •r , I : i IL •; " " ' ii ,' '. ,~--~ , d. I ~ ..: .t ~ r I 1, i I ~ j ~ I ::: - j f 1 1 I I I i ' ' ABBREVIATIONS AGGR£GA11! EA AL l!RNA 11! fl, AWMrnUN APPRDlll4At ELEC L\lll fllVAT10N (Gru\OC Ill HEil!! " Ill • rnSUL . mr INlll INSIJLA TIONfiNSIJLA TE INUlll Sill , S",lll SECT . · illlll s~ I , SCHEOUIE . SCREEN, SECTION , SHEAJHING , ~Mil.AR AOO! - ALT ALUM APPROX AROi ASPH ASSN ASlll ARllllIC1URAL) ELEV ASPH!LT ENll. El£CIIICM. , fllVATION . ENCLOSUI¢ ; JST JI J!JST J~NI SLOO SPEC , !l.JOING GLASS OOlll . AVG BO BlDG BI.K BOT BRO BR!IT BllJ C!B CEIi Cfll CI.G Cl.KG Ct.R co CII. CONC . CONS! CONT CIR 11 . Dll DEPT Dll D~ DIAM DIM DN OR DR!I: OS ASSO~A TION E~ AIICIIICAN SOOE1Y Fill lISTING , EQUIP iAlIRIAI.S• E A\IRAll r.r. BOARD FD.II BUI.DIND Fl' BLOO( fQ BOTTllll FlN BOONS BRACKET nxr BRITISll lliE™'1. UNIT n.R FUJII! CABINET FOO CEMENT FOIi cu~c F!ET P[R ~Null! CBLIIIC fill CAULKIND FRMG CLEAR f$ CLEAN IJJI F.t CIM.IIMN FT IR ' CONCR£11! fill CONSlRUCTillt f1111 CONTINUE/CONTINUOUS COUNTI[R 1\1 CiJfl!R LINE\ Gil. . GALV DOUIII! ~ DEPARllIDII Ill OETAl Gl1' D~GONAL OIAIIET[R Iii OliEN~ON HDR ODiM HDW DDlll HGT DRA\iNC HP DD~SPOOI HR [1/,1/1. El/,IIPMENT , D:ISllttB , ' ' fLIXll ORI.It ; FOUNDATION ! FlNISII fLIXll • ~1S11 lll!lt · FlNISII . . ' flXlll~ ' fLOll! ' FUIOOESCENT, . fAOC IJ CONCRElE fAOC IJ iASONRV I fAOC IJ S1\ID fRAlllt«l : FlN~ SURFACE fLOlll ~NK 1 . fOOIJTIIT : FOOTING : FURRED jRIRRNG GAUll : Glill'li ! GIJ:11/111£ I ll.A\'S m GYPSUM · HOI BIBB · HEADfll , HARDWAIE , HE~ff ' HORS£POU' HOUR KW w LIi ili f ws IL\ll · MAX IAElll ~N , Nil ' NIC ND , NTS o,c. IIPNG ORIG PERI' · PLMBll Pl'lll PR PRll' P:f P:I , . P,T, P.V.~ ~· R RID RECT · RBl REIi' REID ~llWAIT LAVATORY POUND M!Slllfil' MAUii. M/JJMIIY ~CHANIC/1. MINIMUM NAll!lAI. GRADE NOi IN CONJRACT NJMB!R NOi ili SCALE ON IINlIH OPcl-lNG OllG~AI. PERP£NOICIJLAR PLUMBING , PLY\\000 PNR PROPERIY POUNDS PER SllJAI[ roor POUNDS PER SIIJAI[ llilli PRESSURE 1REA1ED PIU ~Nll. CllO~[( · PERill'IT mSER RADIUS RECTANGULAR REGISlIR RIJNrDRII REQUIR[l) .. VICINITY MAP AREA MAP SQ \'S Sf sm SIL . SIR SUI' SUR SW T.O.C. 1H. 1IIIP ]HRIJ lP T.O.W. ]'1', ULT IIJl Ull 'IERI Vil YIU W/ I'!: I'!) u. W/0 W,P, Ill X 'ID AS BUILT CERTIFICATES ' ' ' ' ' SPEaRCATIIIN S(/JA!E ' , SINNLESS STEB. SlREET , ~ARO ' : SlRUClUR.11. ·, ' . SUPPLY SURFAII . S~Tlll I . , Ill' IJ CURB !. iw~:: lHROUllt i .TOP IJ PA~~ , TOP IJ WAil. i TYPCAL ' I UlllllAll! · umN/1. j unums 'IERilC,\l 'VOLUME j Vlll!All :~ CLOS[1 WOOD 1 : WATI[R HEArni ~]H[IJJ ' WA lIRPROIJ : !IJGHI ' I 1 ar I YARD I : I . ARCHITECT OF WORK , , .. . . . • , I hereby certify that to the best of my knowledge and belief, lhe improvements shown 1 on this: set , of plans {sheets 1 through 248) have been installed and canstructed in substantial co1nformance ', with said plans, appropriate standards, and: any discretionary appraval(s) for the' project. . , , DON C. ILER , LICENSE # DATE CITY OF ~ARLSBAD FIRE DEPTARTMENT REQUIREMENTS . . • I , . ' Number of fire hydrants is (6) six as revi~wed by the F)re Marshal, ~ ~,., _)~~ 9 \\loi.\ lt?d3 ~ FIR,E MARSHA~~: ' ~ '' PATE ' ' 11 I ------! ., ! ,- I PROJECT DIRECTORY· CITY OF CARLSBAD Joint First Responder Training Facility PROJECT NO. 3686 2560 Orion Way.Carlsbad, CA 92010 CITY COUNCIL Claude "Bud" Lewis -Mayor Ann Kulchin -Mayor Pro Tem Matt Hall -Council Member Mark Packard -Council Member Keith Blackburn -Council Member OWNER City of Carlsbad 1635 fornday Avenue Phone: 760 602-2768 Carlsbad, CA 92008 fax: 760 602-8562 Bill Plummer OWNER'S REPRESENTATIVE City of Carlsbad fire & Police Dept. 2560 Orion Way Phone: 760 931-2141 Carlsbad, CA 92008 fax: 760 929-0256 Fire & Police Chiefs: Kevin Crawford & Tom Zoll CIVIL ENGINEER Kimley-Horn and Associates Inc. 517 fourth Avenue Phone: 619 234-9411 San Diego, CA 92101 fax: 619 234-9433 Jennifer Harry ARCHITECT RRM Design Group 232 Avenida fabriconte, Ste 112 Phone: 949 361-7950 Son Clemente, CA 92672 fax: 949 361-7955 Don lier, Project Architect GEQTECHNICAL ENGINEER Leighton Consulting, Inc. 3934 Murphy Canyon Road, Ste. B-205 Phone: 858 300-8491 San Die~o, CA 92123 fax: 858 292-0771 . William Dave" Olson · ENVIRONMENTAL ENGINEER LSA Associates, Inc. 703 Palomar Airport Road, Ste. 260 Phone: 760 931-5471 Carlsbad, CA 92011 fax: 760 918-2458 Adrianne Beazley SHEET INDEX • ' STRUCTURAL ENGINEER RSSE Structural Engineers, Inc 27042 Towne Center Drive, Suite 235 foothill Ranch, CA 92610 Bob Scheibe! MECHANICAL ENGINEER TMAD Taylor & Gaines 800 ~-Ferrar Lane Ontario, CA 91 i'64 Vicky Reyes ELECTRICAL ENGINEER ™AD Taylor & Gaines 800 Ferrari Lane • Ontario, CA 91764 Mac Diaz . PLUMBING ENGINEER ™AD Taylor & Gaines 800 Ferrari Lone Ontario, CA 91764 Scott Nelson LANDSCAPE ARCHITECT RRM Design Group 232 Avenida Fabrican\e, Ste 112 San Clemente, CA 92672 Brian Hannegan SHOOTING RANGE SPECIALIST BRW Architects Inc, 3535 Travis Street, Ste. 250 Dallas, TX 75204 Mark Watford ·l' Phone: 949 461.7007 fox: 949 461.7008 I Phone: 909 477-6915 fax: 909 477-6916 Phone: 909 477-6915 Fax: 909 477-6916 Phone: 909 477-6915 Fax: 909 477-6916 Phone: 949 361-7950 Fax: 949 361-7955 Phone: 214 528-8704 Fax: 214 528-8707 THE INCLUDED '.:IRAWJJ\1138, SPECIFICA.TIONI, IDEA!, OESIO!>ISANP ARRANGEMENTS REPRESl:NTEO THERE&Y AREA.'11D SWI.I..L REM/1.f,1 THE PftOPlafllY Of MM OESI0,1,1 GROUP AND NO PART TH~ B~ al= CoPIED, OISCLOSl:O TOOTtiERS OR USED IN CONNECTION W!Ttl ANY WORK OR. PROJECT~ THAN THE: SPECIFIC PROJecT FOR WHICH THEY HAVE BEEN PRE.PARED AND DEVB.OPEP wm10JJT Tl£ W~~ CONS~ QI' REW DlaSIGN GROUP, VIS.IN. CONTACT WITI-1 THiaaE :IRAWING$ OR iPEClFIC.'\Tl:INS SHN.I. CONSTHI.ITI: CONCLUSIW' EVIO.i::NCE llF ACCa>TANOE: QfTHESE REliTRICTJOi',11, SU6MITTAL Of lHE.SEo COCUMJ;NTiii FOR PUBLICAGl;;NCY REVIEW SHALL~ ae CONSIDERS) A W/\1'4R Of RM-1 OE:;llGN GROuP'S RIGHTI. RRM DESIGN GROUP COPYRIGHT 2009 RRI\II is a California Corporation SHEET # NAME DESCRIPrON SHEET# NAME DESCRIPTION ··.'.TITLE (7 SHEETS) . SHEET# NAME DESCRIPTION STRUCTURAL (52 SHEETS) SHEET# NAME DESCRIPTION ELECTRICAL (30 SHEETS) GENERAL NOTES, DRAWING LIST, CODES & STANDARDS GENERAL NOTES CONT. 1 , T-1.1 , TITLE SHEET . 64 A-S-8,1 DOOR SCHEDULE & DOOR TYPES 2 T-1.2 PROJECT DATA AND CONDITIONS OF APPROVAL 65 A-S-8.2 DOOR DETAILS 3 T-J.3 . EXTERIOR ACCESSIBILllY DETAILS 66 A-S-8.J DOOR DETAILS 4 T-1.4 INTERIOR ACCESSIBILITY DETAILS. 67 A-S-8.4 DOOR DETAILS 5 T-1.5 RESTROOM ACCESSIBILllY DETAILS 68 A-S-8,5 WINDOW SCHEDULE & WINDOW TYPES 6 T-1.6 CODE ANALYSIS - 1 ST FLOOR 69 A-S-8,6 WINDOW DETAILS 7 T-1.7 CODE ANALYSIS -2ND FLOOR 70 A-S-8.7 WINDOW DETAILS CIVIL (12 SHEETS) 71 A-S-8.8 WINDOW DETAILS 72 A-S-9.1 INTERIOR DETAILS 8. C-1 TITLE SHEET 73 A-S-9.2 INTERIOR DETAILS 9 C-2 NOTES AND DETAILS 74 A-S-9.3 INTERIOR DETAILS 10 C-3 DETAIL SHEET · 75 A-S-9.4 INTERIOR DETAILS 11 C-4 DETAIL SHEET 76 A-S-9.5 EXTERIOR DETAILS 12 C-5 HORIZONTAL CONTROL Pl.AN 77 A-S-9.5 EXTERIOR DETAILS 13 C-6 GRADING AND DRAINING Pl.A~ 78 · A-S-9.7 EXTERIOR DETAILS 14 C-7 UTILITY Pl.AN 79 A-S-9.8 EXTERIOR SCREEN DETAILS 15 C-8 EROSION CONTROL Pl.AN BO A-S-9.9 EXTERIOR DETAILS 16 C-9 PAVING Pl.AN 81 A-S-9,10 EXTERIOR DETAILS 17 , C-10 IMPROVEMENT Pl.AN 82 A-S-9.11 AUDIO VISUAL DETAILS 18 . C-11 PROFILES. 83 A-C-2.1 FIRST AND SECOND FLOOR ARCHITECTURAL Pl.ANS 19 I C-12 PROFILES• 84 A-C-2.2 THIRD AND FOURTH FLOOR ARCHITECTURAL PLANS ARCHITECTURAL (102 SHEETS) 85 A-C-2.3 FIFTH FLOOR ARCHITECTURAL PLAN 86 A-C-2.4 FIRST ANO SECOND FLOOR DIMENSION Pl.ANS 20 A-1.1 ~~iH~JL~rL SITE PLAN 87 A--C-2.5 THIRD .AND FOURTH FLOOR DIMENSION Pl.ANS 21 . A-1.2 88 A--C-2.5 FIFTH FLOOR DIMENSION PLAN 22 A-1.3 SITE DETAILS 89 A-C-2.7 FIRST AND SECOND FLOOR FIRE TRAINING Pl.ANS .· 23 A-1.4 SITE DETAILS 90 A--C-2.8 THIRD AND FOURTH FLOOR FIRE TRAINING Pl.ANS 24 A-S-2.1 FIRST FLOOR Pl.AN 91 A--C-2.9 FIFTH FLOOR FIRE TRAINING Pl.AN 25 A-S-2.2 FIRST FLOOR Pl.AN CONT. 92 A--C-2.10 ENl.ARGED STAIR -Pl.ANS 26 A-S-2.3 SECOND FLOOR PLAN 93 A--C-2.11 ENl.ARGED STAIR -SECTION 27 A-S-2.4 FIRST FLOOR DIMENSION Pl.AN 94 A-C-2.12. ENl.ARGED STAIR -Pl.ANS AND SECTIOIJ 28 A;..S-2.S FIRST FLOOR DIMENSION PLAN CONT. 95 A-C-2.13 ENl.ARGED STAIR -Pl.ANS AND SECTION 29 A-S-2.6 SECOND FLOOR DIMENSION PLAN 96 A-C-3.1 FIRST AND SECOND FLOOR REFLECTED CEILING Pl.AN 30 A-S-2.7 FIRST FLOOR ENLARGED RESTROOM Pl.ANS 97 A-C-3.2 THIRD AND FOURTH FLOOR REFLECTED CEILING Pl.AN . 31 A-S-2.6 SECOND FLOOR ENl.ARGED RESTROOM PLANS 98 A-C-3.3 FIFTH FLOOR REFLECTED CEILING Pl.AN 32 A-S-2.9 ENLARGED STAIR -Pl.ANS AND SECTION 99 A-C-4.1 ROOF Pl.AN 33 A-S-2.10 ENl.ARGED STAIR -PLANS AND SECTION 100 A-C-5.1 EXTERIOR ELEVATIONS -SOUTH AND WEST 34 A-S-2.11 ENl.ARGED STAIR -.Pl.ANS AND SJ:CTION 101 A-C-5,2 EXTERIOR ELEVATIONS -NORTH AND EAST 35 A-S-2.12 FIRST FLOOR FINISH PLAN AND SCHEDULE 102 A-C'-6.1 BUILDING SECTIONS 36 A-S-2,1J flRST FLOOR FINISH PLAN AND SCHEDULE CONT. 103 A-C-6.2 BUILDING SECTIONS · 37 A-S-2.14 SECOND FLOOR FINISH PL/IN AND SCHEDULE 104 A-C-8.1 DOOR SCHEDULE & DOOR TYPES 38 A-S-3,1 . FIRST FLOOR REFLECTED CEILING PLAN 105 · A-C-B.2 WINDOW SCHEDULE &: WINDOW TYPES 39 · A-S-3.2 FIRST FLOOR REFLECTED CEILING Pl.AN CONT. 106 A-R-2.1 FIRST AND SECOND FLOOR ARCHITECTURAL PLANS 40. A-S-13 SECOND FLOOR REFLECTED CEILING Pl.A~ 107 A-R-2.2 FIRST AND SECOND FLOOR DIMENSION Pl.ANS 41 A-S-J.4 ENIJIRGED AUDIO VISUAL EQUIPMENT PLAN 108 A-R-2,J FIRST AND SECOND FLOOR FIRE TRAINING Pl.ANS 42 A-S-4.1 ROOF Pl.A~ 109 A-R-2.4 ENl.ARGED STAIR -Pl.ANS AND SECTION 43 A-S-4,2 ROOF Pl.A~ CO NT. 110 A-R-J,1 FIRST AND SECOND FLOOR REFLECTED CEILING· Pl.AN 44 A~S-5.1 EXTERIOR ELEVATIONS -SOWTH · 111 A-R-4.1 ROOF Pl.AN 45 A-S-5,2 EXTERIOR ELEVATIONS -WEST AND EAST 112 A-R-5.1 EXTERIOR ELEVATIONS 46 A-S-5.J EXTERIOR ELEVATIONS -NORTH 113 A-R-5.1 BUILDING SECTIONS 47 A-S--6.1 BUILDING SECTIONS 114 A-R-B.1 DOOR SCHEDULE & DOOR TYPES 48 A-S-6.2 BUILDING SECTIONS 115 A-R-8.2 WINDOW SCHEDULE & WINDOW TYPES 49 A-S-5.J BUILDING SECTIONS 116 A-T-8,1 DOOR DETAILS 50 A-S-6.4 BUILDING SECTIONS 117 A-T-8,2 WINDOW DETAILS 51 A-S-65 BUILDING SECTIONS 118 A-T-9.1 INTERIOR DETAILS 52 A-S-6,B WALL SECTIONS 119 A-T-9.2 INTERIOR DETAILS 53 A-S-6.7 WALL SECTIONS 120 A-T-9.J EXTERIOR DETAILS 54 A-S-6.B WALL SECTIONS 121 A-T-9.4 EXTERIOR DETAILS 55 A-S-7.1 INTERIOR ELEVATIONS SHOOTING RANGE (8 SHEETS) 56 A-S-7.2 INTERIOR ELEVATIONS 57 A-S-7,3 INTERIOR ELEVATIONS 122 B-S-2.1 Fl RST FLOOR PLAN 58 A-S-7.4 INTERIOR ELEVATIONS 123 B-S-2.2 FIRST FLOOR Pl.AN CONT. 59 A-S-7,5 INTERIOR ELEVATIONS 124 B-S-J,1 FIRST FLOOR REFLECTED CEILING Pl.AN 60 A-S-7,6 INTERIOR ELEVATIONS 125 B-S-3.2 FIRST FLOOR REFLECTED CEILING P!.J\N · 61 A-S-7.7 INTERIOR ELEVATIONS 126 B-S-6,1 BUILDING SECTIONS 62 A-S-7,8 INTERIOR ELEVATIONS 127 B-S-6,2 BUILDING AND WALL SECTIONS 63 A-S-7.9' INTERIOR ELEVATIONS 128 B-S-9,1 DETAILS 129 B-S-9,2 DETAILS 130 S-S-2.1 PARTIAL FOUNDATION Pl.AN 131 S-S-2,2 PARTIAL FOUNDATION Pl.AN 132 S-S-2.J SECOND FLOOR AND PARTIAL LOW ROOF 133 S-S-2.4 PARTIAL LOW ROOF 134 S-S-2.5 HIGH ROOF FRAMING Pl.AN 135 S-S-3.1 WALL ELEVATIONS 136 S-S-3,2 WALL ELEVATIONS 137 S-S-3,J WALL ELEVATIONS 138 S-S-3.4 WALL ELEVATIONS 139 S-S-3.5 WALL ELEVATIONS 140 S-C-2.1 FOUNDATION Pl.AN 141 S-C-2.2 SECOND FLOOR Pl.AN 142 S-C-2.J THIRD FLOOR Pl.AN 143 S-C-2.4 FOURTH FLOOR Pl.AN 144 S-C-2.5 FIFTH FLOOR AND HIGH CANOPY Pl.AN 145 S-C-2.8 PORTE COCHERE Pl.ANS 146 S-C-3.1 WALL ELEVATIONS 147 S-C-3.2 WALL ELEVATIONS 148 S-C-3.J WALL ELEVATIONS 149 S-R-2,1 FOUNDATION PLAN 150 S-R-2.2 SECOND FLOOR Pl.A~ 151 S-R-2,J ROOF FRAM I NG Pl.AN 152 S-R-3.1 WALL ELEVATIONS 153 S-R-3.2 WALL ELEVATIONS 154 S-4.1 GENERAL NOTES 155 S-4.2 TYPICAL CONCRETE DETAILS 156 S-5.1 TYPICAL MASONRY DETAILS 157 S-5.2 CONCRETE DETAILS 158 S-5.3 CONCRETE DETAILS 159 S-5,4 CONCRETE DETAILS 160 S-5.5 . CONCRETE DETAILS 161 S-6.1 TYPICAL MASONRY DETAILS 162 S-6.2 MASONRY DETAILS 163 S-6.3 MASONRY DETAILS 164 S-6.4 MASONRY DETAILS 165 S-6.5 MASONRY DETAILS 166 S-6.6 MASONRY DETAILS 167 S-6.7 MASONRY DETAILS 168 S-6.8 MASONRY DETAILS 169 S-6.9 MASONRY DETAILS 170 S-7.1 TYPICAL METAL DECK DETAILS 171 S-7.2 TYPICAL STEEL DETAILS 172 S-7.3 STEEL DETAILS 173 S-7.4 STEEL DETAILS 174 S-7.5 STEEL DETAILS 175 S-7.6 STEEL SCREEN PLANS AND ELEVATIQNS 176 S-7.7 STEEL SCREEN DETAILS 177 S-8.1 TYPICAL FRAMING DETAILS 178 S-8.2 WOOD DETAILS 179 S-8.3 WOOD DETAILS 180 S-8.4 WOOD DETAILS 181 S-8.5 WOOD DETAILS MECHANICAL (13 SHEETS) 182 M-0,1 LEGEND AND GENERAL NOTES 183 M-0.2 EQUIPMENT SCHEDULES 184 M-0,J EQUIPMENT SCHEDULES 185 M-0.4 TITLE 24 186 M-S-2,1 FIRST FLOOR Pl.AN 187 M-S-22 FIRST FLOOR PLAN CONT. 188 M-S-2.J . SECOND FLOOR PLAN 189 M-S-4.1 ROOF PLAN 190 M-S-4.2 ROOF PLAN CONT. 191 M-5,1 MECHANICAL DETAILS 192 M-5.2 c MECHANICAL DETAILS 193 M-6.1_ CONTROL WIRING DIAGRAMS 194 M-7,1 ENERGY MANAGEMENT SYSTEM 195 E-0.1 196 E-0.2 197 E-0.3 198 E-0.4 199 E-0.5 200 E-0.6 201 E-0.7 202 E-0.8 203 E-0.9 204 E-0.10 205 E-0.21 206 E-1.1 207 E-1.2 208 E-S-2,1 209 E-S-2,2 210 . E-S-2,J 211 E-S-3.1 212 E-S-3,2 213 E-S-3.3 21 ~ E-S-4.1 215 E-S-4.2 216 E-S-4.3 217 E-S-5,1 218 E-S-5.2 219 E-S-5.3 220 E-S-6.1 221 E-S-6.2 222 E-C-2.1 223 E-C-2.2 224 E-R-2.1 SYMBOL LIST AND ABBREVIATIONS TITLE 24 TITLE 24 LIGHT FIXTURE SCHEDULE ONE LINE DIAGRAM, LOAD SUMMARY & FEEDER SCHEDULE All,010/VIDEO POLE VAULT SYSTEM BLOCK DIAGRAM ELECTRICAL" DETAILS ELECTRICAL DETAILS . PANEL SCHEDULES SITE LIGHTING Pl.AN SITE POWER AND SIGNAL PLAN FIRST FLOOR LIGHTING Pl.AN FIRST FLOOR LIGHTING PLAN CONT. SECOND FLOOR LIGHTING Pl.AN FIRST FLOOR POWER Pl.AN FIRST FLOOR POWER Pl.AN CONT. SECOND FLOOR POWER PLAN FIRST FLOOR SIGNAL Pl.AN FIRST FLOOR SIGNAL Pl.AN CONT. SECOND FLOOR SIGNAL PLAN FIRST FLOOR FIRE Al.ARM Pl.AN FIRST FLOOR FIRE ALARM Pl.AN CONT. SECOND FLOOR FIRE Al.ARM Pl.AN ROOF PLAN . ROOF PLAN CONT. FIRST AND SECOND FLOOR PL/INS THIRD AND FOURTH FLOOR PLANS FIRST AND SECOND FLOOR Pl.ANS PLUMBING (16 SHEETS) 225 P-0, 1 GENERAL NOTES, APPLICABLE CODES & DRAWING INDEX 226 P-0.2 HYDRAULIC CALCULATIONS AND SIZE CHARTS 227 P-0.3 SCHEDULES 228 P-1.1 PLUMBING SITE PLAN 229 P-S-2.1 FIRST FLOOR Pl.AN 230 P-S-2.2 FIRST FLOOR PLAN CONT. 231 P-S-2.3 SECOND FLOOR PLAN 232 P-S-3.1 FIRST FLOOR ENl.ARGED Pl.ANS 233 P-S-12 SECOND FLOOR ENl.ARGED PLANS 234 · P-S-4.1 ROOF PLAN 235 P-C-2.1 FIRST AND SECOND FLOOR Pl.ANS 236 P-C-2.2 THIRD AND FOURTH FLOOR PLANS 237 P-R-2.1 FIRST AND SECOND FLOOR Pl.ANS 238 P-S-5.1 PLUMBING DETAILS 239 P-S-5.2 PLUMBING DETAILS 240 P-S-5.J PIPE RISER DIAGRAM LANDSCAPE (8 SiiEETS} 241 L-1.0 242 L-1.1 243 L-1.2 244 L-1.3 RECYCLED WATER SYSTEM IRRIGATION LEGEND AND NOTES IRRIGATION PLAN IRRIGATION DETAILS 11 1-+--l->-l-1-1-+--I--• I 11 Saptwnbw I. 2001 1107570-T-1.1 Title Sheetdwg ,._ 1107570 245 L-1.4 246 L-2.0 247 L-2.1 IRRIGATION DETAILS Pl.ANTING LEGEND' AND NOTES PLANTING Pl.AN ~ CI~XINEERING DEPARThlENT 248 248 L-2.2 Pl.ANTING DETAILS IMPROVEMENT PLANS FOR: · TOTAL SHEETS: 248 CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY TITLE SHEET .,..,,,-I It . ·--'~-----~-~- I " i ,; 1 l:i :•' ' ! Iii ~ :g ~ I ' j " I:; I l " :: 1:, iri i i! ' ! I "' ~ ::1 1:! :J :r; .!. iii ,, ' ·. ' GENERAL NOTES ' 1. AQQlic□ble Codes and Standards: International Building Code IB.C 2006 Edition California Building Code CBC 2007 Edition Uniform Plumbing Code UPC 2006 Edition California Plumbing Code CPC 2007 Edition California Fire Code CFC 2007 Edition Uniform Mechanical Code UMC 2006 Edition California Mechanical Code CMC 2007 Edition ' ' ' California Electrical Code CEC 2D07 Edition California Energy Efficiency Standards 20D7 Edition National Electrical Code i NEC 2D05 Edition Building Standards Administrative Co9e 2D05 Edition California Fire Coda CFC 2007 Edition International Fire Code IFC ,2006 Edition. 2. All work described in \he drawings shpll be verified for dimension, grade, extent and compatibility with existing site copditions. Any discrepancies □nd · unexpecte~ conditions that affect or change the :,vork described in the contract documents i shall be brought to the Architect'$ qttention immediately. Do hot proceed with ,the. work in the area of discrepancies u~til □II such discrepancies are resolved. If \he contractor chooses to do so, he/she: shall be proceeding al his/her own risk. I 3. Omissions mode in these drawings and specifications or the mis-description of tne work which is manifestly necesswy to; carry out the intent of the drawings and 1 specifications, or which is customarily: performed shall not relieve the Contractor from performing such omitted or d,escribed details of the work as if fully and completely set forth and described in the drawings and specificatioos. ' ' ' ' ' ., 4. Dimensions shown shall take precedence over drawing scale or proportion. Larg r scale drawings shall take precedence ,over smaller • scale drawings. ' ' 5. Contractor is to be responsible for being familiar with these documents includin all contract requirements. 6. Drawings & calculations shall be subriiilled and approved by Building Department.. 7. All materials stored within this facility! that are considered "hazardous• comply wit and will not exceed the exempt amo~nts listed in CBC Jables 307.7(1) and 3D7.7(2), The City of Carlsbad's, Fire ~arshall, Jim Weigand, has reviewed and approved all of the materials that will, be stored on site. · . 8. The Contractor is to provide a sign that states, "The garage is Hmited to a maxi 1 mum of five motorized vehicles at any one time." at the, canopied parking area shown on the plan$, I I I ,.---·· MND • CONDITIONS OF APPROVAL • 1. This approval is granted subject to the approval of CUP 08-15 and is subject to all conditions contained in Planning Commission Resolution No. 6512 for those other approvals incorporated herein by reference. 2, The Developer/Owner shall implement or cause the implementation of the First Responders Mitigation Monitoring and Reporting Program. PROJECT SUMMARY PROJECT DESCRIPTION: CONSTRUCTION OF THREE NEW BUILDINGS, INCLUDING: A 2-STORY SHOOTING RANGE AND CL11.SSROOM FACILITY', A COMMERCIAL BURN PROP AND A .RESIDENTIAL BURN PROP. WORK INCLUDES (BUT IS NOT LIMITED TO): ON-SITE AND OFF-SITE IMPROVEMENTS, MASONRY, STEEL AND WOOD CONSTRUCTION, ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER AND ALARM SYSTEMS. PROJECT DATA • PROJECT ADDRESS: 2560 ORION WAY CARLSBAD, CA 92010 209-050-26 APN: ZONING: SITE AREA: BUILDING AREA: LAND USE: # OF STORIES: . • MAX. BLOG. HEIGHT: OS (OPEN SPACE) 4.06 ACRES S-36,697 SF C-6,558 SF R-2,246 SF G (GOVERNMENTAL) s-(2) C-(5) @ TOWER; (2) PRIMARILY R-(2) N/A ~ ii1 ~ ~ f DEFERRE[) APPROVALS 1 1, PARKING CALCULATIONS l 11 t l i } :J .!. R ~ ~ .9. 8 ~ ~ ~ I ~ ~ -! I i I f '. I f ' j ! ' I 1· _: I I , ~ r " . ~ :I ~ I l !: : ¥ l ' , f' ; ' I. I I r -al ' ' I Items deferred from the original :building plan check (design-build or others) are required to have a ~eparate plan check and permit prior o the installaUon. Every permit shall. have sufficient drawings, details, and supportirg data to stand on its own without reference to previously approved plans. Additionally, the: architect or engineer of record. is responsible for the review aiid s~bmittal of the deferred items and documents for review by the buil,ding official, ard shall. in.dicate to .the building' department that they hove been found to be in general comp iance with the design of the building. : Provide a complete package for submission of deferred items, These items ~hall be submitted and re iewed under separate permit applicotion:s and fees paid by the Contractor. Contact• the City for submissipn instructions. , 1. Fire qlarm and fire sprinkler systems from City approved consultant 2. Phot~voltaic tilt and connection/ mounting details to meet Essential Servi~es requirements (building department submittal not. required) 3. Building signage. 4. Work in the Public Right of Way. ~ ~o~g . • , 6. Trenches greater than 5' qnd 'greater in depth to additionally be submitted to State Division of• Industrial Safety (by Contractor) and a copy submitted to the inspector. 7. 100 .mil vapor barrier beneath: building slabs. 8. The emergency exhaust ventilqtion systems for the two proposed Fire Department Training Buildings pre not a part of this permit packag~. Separate permits and plan1;1 .□re required to install the exhaust syst1ms as p(lrt of the Live Fire Props, ' . ' ' ' DOCUMENTS .. ' - ' ' . ' THESE DRAWINGS INCLUDE: ' Drawings(Na, 463-1) · Construction Document ' Constru\:tion Document Specificatjons (Project No. 3686) OTHER RELATED DOCUMENTS INCLUDE: GEOTECHNICAL ENGINEERING STUDY, by (JU~Y 21, 2008) Leightpn Consulting, Inc. STRUCTl,IRAL CALCULATIONS, by RSSE Structu.ral Engineers (AUGUST 7 2009) ENERGY, COMPLIANCE REPORT, by' TMAD (AU~UST 7, 2009) . • . ' DUST CONTROL NOTES . ' ' CONSTRUCTION DUST CONTROL: DURING CONSTRUCTION DUST CO~TR9L MEASURES SHALL BE REQUIRED. GRADING WILL BE DISCONTINUED DURING FIRST-STAGE SMOG ALERTS AND SUSPENDED DURING PERIODS OF HI H WIND IE OVER 15 MILES PER HOU . ' c; ( ,) ALL HAULING TRUCKS SHALL HAVE LOADS COVERED OR WETTED AND LOADED BELOW THE SIDEBOARDS TO MiNIMIZ~ DUST. •· . .· ' . I r:l~~--~----------------- i -1: ' ' PARKING CALCULATIONS: REQUIRED: SHOOTING RA"JGE/CLASSROOM FACILITY ' (LESS UNOCCUPIED SHOOTING LANES, STORAGE AND ACCESSORY SPACES) -OFFICE/CONFERENCE (1 SPACE: 250 FT.') -CLASSROOMS (1 SPACE: 250 FT.') BURN PROP -COMMERCIAL (NOT APPLICABLE) BURN PROP -RESIDEN'TIAL (NOT APPLICABLE) 537 FT.2 250 FT.2 3 206 FT.' 250 FT.2 . TOTAL REQUIRED =-3 SPACES =-13 SPACES* =-0 SPACES** =-0 SPACES** = 16 SPACES 3 SPACES TOTAL ADJUSTED REQUIRED*** = -PROVIDED: ® Q) @ @ ~· SHOOTING RANGE/CLASSROOM FACILITY (INCLUDING PUBLIC/ADA) =-39 SPACES TOTAL "' 39 SPACES * THESE SPACES ARE ALREADY PROVIDED AT THE EXISTING PD/FD SURFACE PARKING LOTS, PD/CONFERENCE CENTER SURFACE PARKING LOT AND FIRE STATION #5, ** THESE AREAS ARE USED BY THE SAM~ PERSONS THAT HA VE ALREADY BEEN INCLUDED IN THE REQUIRf;D PARKING CALCULATIONS UNDER THE SHOOTING RANGE/CLASSROOM FACILITY. *** WITli THE ALREADY PROVIDED FOR REQUIRED PARKING (*&**) REMOVED. SYMBOLS I IORIZONTAL GRIDS -LETTERS :3 1 VERTICAL GRIDS 2 NUMBERS DETAIL NUMBER @ SHEET NUMBER 0 I-WALL SECTION NUMBER SHEET NUMBER ~ ~ BUILDING SECTION NUMBER SHEET NUMBER INTERIOR ELEVATION NUMBER SHEET NUMBER DOOR NUMBER WINDOW NUMBER REVISIOl-l NUMBER ELEVATION NUMBER SHEET NUMBER ROOt.t NAME < ROOM NAME ~ MATCH LINE '!]ID} '' FIRST DIGIT INDICATES FLOOR NUMBER; LAST 2 DIGITS INDICATE ROOM NUMBER , -r·~il 1-------j-- I I I CUP • CONDITIONS OF APPROVAL 1. If any of the following condnions fail to occur, or W they are, by their term,, lo be implemented and maintained over time, if any of such conditions fail lo be so implemented and maintained according to their terms, the City shall have the right \o revoke or modify all approvala herein granted; deny or further condition issuance of all fLiture building permits; deny, revoke, or further condition aH certificates of occupancy issued under the authority al approvals herein granted; record a notice of violation on \he property title; institute and prosecute lltigatian lo comp~ \heir compliance with said conditions or seek damages for their violation. No vested rights are gained by Developer or a successor in interest by \he City's approval of this Condltional Usa • Permit. 2. Staff is authorized and directed to make, CJr require the Developer to make, all corrections and modifications to the Conditional Use Permit document,, as necessary to make them internally consistent and in conformity with the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development, different from \his approval, shql require an amendment to \his approval. l This approval ii granted subject \o \he adoption of the Mitigated Negative Declaration and Mitigoti,n Monitoring ond Reporting Program. 4. Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance. 5. Developer shall subma an interim landscape plan for \ha landscaping improvements along \ha eost perimeter wall, until construction al Iha Fire Administration Building. The interim londscapa plans shall be Subject to approval by the City Landscape Architect. 6. Developer shall develop o Parking Management Plan that is reviewed and approved by the Planning Director. The Parking Management Plan shaU includa \ha following: a. First Responders Training Fae· .s intended for \he general pubf,c, b. Coordinate lorga events with the Safety Cen\or -Conference Center evente \o ovoid parl<ing problems. When overflow conditions are anticipated, ensure lhe First Responders Training Facility users parfc 1} insido tho facility (rodeo grounds) first, 2) use the available par~ng al Fire Station No. 5, 3) use \he ovailoble par~ng al the Safety Center employee lot or 4) porfc in \he Public Works dirt lot. Provide directional signoge the day of the event W needed, c. Install "Visitor Parl<ing Only" signs for marking stalls outside the Training Facility perimeter. d. First Responders Training Facility users shall not par'< in designated Visitor Parking or Skate Park stalls. .•• First Responders Training Facility manage~s) shall submit to the Planning Director a Parking Monitoring Report at the first anniversary of CUP approval following completion of the shooting range and bum props, and oiain on the first anniversary following completion af the Fire Administration building. The Parhlng Monilonng Report shall contain: • Analysio of the actual parking utilization. Identify the peak u\ilizo\ion periods and the percent occupied. • Describe the parking impact actions taken to avoid aver-utilization al the porking and the results, • Discusa whether \he parking supply is sufficient with or wi\hou\ the par~ng management, and whether additional measures should be undertaken, • Toa parl<ing monitorin1 report will be a requirement al the City'o annual CUP review. However, the report i, only required following the completion of each phase al the project. Annual reports are not necessory unless ·parking d(:ficiencies Off identified. · , 7. This project shall implement and qomply with the mitigation measures contained in \he Mitigated Negativa Declarat,on processed with \he proiect as contained in Planning Commission Resolution No. 6511 specifically: • Prior \o any grading ar co~slruction activi\iea, the City Engineer shall review and approve the grading plans for consistency with exi1ting Public Solely and Public Wol1<s facilmes in \he area. 8. 9. • Prior to any ~roding or colslruction activities, the City Landscape Architect shall review ths landscape plans for consistency with th City Landscape Manual ond existing Pubfia Safety and Public Wol1<s facilities in the area. • Prior lo issuan"' of a building permit, a detailed lighting plan shall be reviewed ond approved by lhe Planning Director, The lighting plan shall include specifications indicating that all lighting f~\ures have been designed to include shades pr hoods, directional lenses, or other lechniquee to minimize light spillover onto adjacent and nearby propertieo and re.fl•ction in\o the night sky, Fixtures shall include directional light mounts and nan-glare hoods lo reduce the potential light and glaro impacte on surrounding properties, • The project would involve shprt-term emissiona asSocioted wittl grading and construction. In accordance with Poficy C.6 of the City', General Pion, construction control measures in San Diego County'• CEQA guidelinea, and \o ensuro cornpITanco with SDAPCO Rules 50 (Visible Emissions) and 51 (Nuisance}, \he following measures listed will apply to lhe project and will reduce air pollutant emissions associated with project construction activitieaf Furthermore, certain equipmenVvehiclet powered lly diesel engines wou,ld have to meet the applicable, Airborne Taxies Control Measures (ATCMs) for control of diesel PM in the exhaust (e.iJ, ATCMs for Portiblo iY,esel Engine,, Heavy-Duty Diesel Trucks Operated by Utilities, Off-Road Diesel Vehicles, and Cornmeri:ial Diesel Vehicle Idling) \hat are in effect during \he implementation of the project. I , · a. Subject to approval by the City, Engineer, lhe construction contractor shall select the construction equipment used on site based on low emission factors and high energy efficiency. The construction contractor shall ensure that constru.ction grading plans include a statement that aU construction equipment will be tuned and maintained in accardonca with the manufacturer's specifications. . b. Subject to approval by tho Ci~ Engineer, the construction conlractor shall ensure that construction grading plans include a statement that ',York crews will shut off equipment when hot in use. c. Subject lo approval by the City Engineer, the construction conlraclor. shall time the construction activities so as not to interfere with peak h1our traffio. and to minimize obstruction of through traffic kmea adjacent t1> the site; if necessary, a flagperlon shall be retained \o maintain safety adjacent to existing roadways. d .. Subject \o approval by the City Engineer, \he construction contractor shall support and encourago ridesharing and transit incentives for the construction crew. . • Subject to approval by tho City Landscape Architect. portions of the construction site \o remain inactive longer than a period of three months shaU bo seeded and watered until the appropriate ground cover is grown in occordonce with the Landscape Manual Section IV~ Slope Revegetotion/Erosion Control Policies and Re9uiremen\s. · • To minimize construction-related air quality impocls, the construction contractor shall ensure that the folloiwing measures are observed: . a. All active portions of the construction site shall be watered a minimum of twice doily, more when needed due \o dry or windy conditions, lo prevent excessive amounte of dust. b. On-site vehicle speed shall bo fimited to 15 mph. c. All on-site roads shall be paved as soon as feasible or watered periodically or chemically stabilized. d. All material excavated or graded shaU be sufficiently watered to prevent excessive amounts of dust. Watering. with complete coverage, shall occur al leas\ twice doily, preferably in lhe late morning and after worfc is dona for the day. e. i'JI clearing, grodin~, earth moving, or excavation activities shall cease during periods of high winds (i.e., greater \hon 25 mph averaged over one hour}, f. All material transported off sae shall be either sufficiently watered or securely covered lo prevent excessive amoun\s of dust. g. The area disturbed by clearing, grueling, earth moving, or excavation operations shall be minimized at all times. h. Portable engines will be registered under the Statewide Portable Equipment Registration Program (PERP) ond will meet applicable emissions requirements. • To reduce the regio·nat air quality impacts, the City Landscape Architect shall determine trees to be planted \o provido shade and shadow lo buildings. • To reduce \he regional air quality impacts, the additional following features will be implemented os part of the project and subject to review ond approval by \he Building Official: a. Central water heater for the buiidings shall be provided. . b. Double-paned gloss or window treatment for energy conservation shell be used in oil exterior windows. c. Energy efficient low-sodium parking lot lights shall be used. • If construction must be conducted during tho breeding season, a qualified biologist shall conduct a focused survey for bird nests not" more than 72 hours prior to commencement of vegetation clearin9 activities. If active nest are found, the City's construction contractor shal cease construction within cm approprio\e buffet zone of up \o 500 feel, as determined by \he project biologist, around the nest site until Juvenile, have fiedged and the nesting cycle is complete. Crewa •ill be briefed with the requirements, consequence, and enforcement of the Migratory Bird Treaty Aot (MBTA) prior to construction activities. • Prior to start of grading, tho City Engineer shall review and approve a Construction Plan \hat specifies construction vehicle fueling and maintenance procedures and designates hazardous materials storage areas to preclude the discharge of hazardous material, (e.g., fuels, lubricants, and solvents) used during construction. The Construction Plan shall include specific measures to preclude spills or contain hazardous materials, including proper handling and disposal techniques ond the use af impervious liners \o prevent soil and water contamination. Phasing of \ha improvements aa shown on the project exhibite m □y be allowed by the Public Works Director in consultation with tho Planning Director as necessal)', Developer/Operator sholl and does hereby agree \o indemnify, protect, defend, and hold harmless \he City al Carlsbad, ita Council members, officers, employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court cost.a and attorney's fees incurred by the City arising, direct7 or indirectly, from (o) City's approval and issuance of this Conditional Use Perm~ (CUP 08-15), (b) City s approval or issuance of any permit or action, whether discretionary or nondiscretionary, in connection with the use contemplated herein, and (c) Developer/Operator's instaOation and operation of \he facility permitted hereby, including without limitation, any and all liabilities arising from the emission by lhe facility of electromagnetic fields ar other energy waves or emissions. Thia obligation survives until all legal proceedings have been concluded and contlnues even if the City's approval is not validated. CUP • CONDITIONS OF APPROVAL CONT. 10. Duo \o \he location of tho project within the Flight Activity Zone, tho following restriction shall apply: a. All assembly areas defined as Group "A' by lho 2001 California Building Code are limited to a maximum occupancy of 1 OD persons. Thia restriction applies to a11 permitted uses, ancillary uses, and useo allowed by a Conditional Use Permit. b. Prior ta the issuance of building pormit, tho Developer shall prepare end record ,a Notice that \his property is subject to overfligh\ sight and sound of aircraft operating from MoClellon-Palomar Airport, in a form meeting the approval of the Planning Director and the City Attorney (see Noise Form #2 on file in the Planning Department). o. Th• Developer shell causo property owner to execute and submit to the Planning Director and City Engineer for recordatian a Hold Harmless Agreement regarding aircraft operations and oircrafl noise prior ta issuance of building permit. Tho form of soip agreement shall be reviewed and approved by the City Attorney prior \o execution, 11, Developer shall submit \o Planning Director o reproducible 24' x 36" mylar copy of \ho Site Plan reflecting \he conditions approved by tha final decis!on-mo~ing body. 12. Developer shall include, as port of th~ plona submitted for any permit ploncheck, o reduced legible version al all approving resolution(,) in o 24" x 36" blueline drawing format (including any appficable Cooslal Commission approvals). 13. Prior lo the issuance of a building permi\ the Developer shall provide proof to the Director !ram \he Schoof District that lhis project has satisfied ,its obligation ta provide school facilities, 14. This approval shall become null and void W building permits far Phase I are nat issued for this project within 24 months from the date of project approval and building permite far Phase II, or any additional Phases, within 5 year1 from the da\t of projeol approval, unless an extension is granted. 15. Building permits will not be issued fa~ this project unlese the local agency providing waler and sewer services to the project provide, written certificption to \ha City \hat adequate waler service and sewer facilities, respectively, aro available tu the projeol at the lime of Iha application for tho building permi~ and that water and sewer capacity and facilitieo will 9ontinue ta bs ava,1able untll \he time of occupancy. 15. Prior to the issuance of the Conditional Use Perm~ (CUP 08-15), Developer shall subm~ to \he City a Notice of Restriction executed by the owner pf \ha reol property ta be developed. Said notica i1 to be filed in the office of tho County Recorder, subjeo!i \o Iha satisfaction of the Planning Director, notifying all interested parties and successors in interest \ha\ the City of Carlsbad has issued a Conditional Use Permit by Resolution No. 6512 on the property, Said Notice of Restriction shall na\e \he property description, location al the file containing complete project de\oils and all condition, of approval as weU as any conditions or restrictions specified for inclusion in the Notice of Restriction, The Planning Director has the authority lo execute and record on amendment to the notice which modifies ar terminates soid nolico upon a showing al good couse by the Developer or successor in inte~esl 17. This Conditional Use Perm~ shaU be reviewed by the Planning Director on a yearly bosie lo determine if all conditions of this permit hovo been mot ond \hat the use does not have a substantial negative effect on surrounding properties ar the public health end welfare. If the Planning Director determines that the use has such subslonlial negative effect,, the Planning Director shall recommend that \he Planning Commission, after providing th, permil\ee the opportuni~ to lie heard, add addilianal canditian1 to reduce or eliminate the substantial negative effects. Engineerin-9,: 18. Prior to hauling dirt or construction ")ateriols to or from the proposed conslruction site for this project. lhs City's Contractor shall apply for and qb\oin approval from the City Engineer for tho proposed houl route, 19. The City's Engineering Deportment shoil submtt a "Notice of Intention" for the start of worfc to \he California Stale Water Resources Control Board, :prior ta start of grading .. 20. City's Contractor shall comply with ~ City's Stormwoter Regulations, latest version, and shall implement bes\ management practices al all time,, B~st management practices include but aro not limited to pollution treatment proclices or devices, erosiofl control to prevent sHl runoff dt4ring construction, general housekeeping practices, pollution prevention and educational practices, maintenance procedures, and other management procticea or devicea to prevent l)f red:uce tho dischorge of pollutant, to stormwoter, receiving water or slormwaler conveyance system to the 'maximum extent practicable. 21. City's Engineering Department shall coinplete and subm~ lo the City Engineer a Project Threat Assessment Form (PTAF) pursuant lo City Engineer\ng Standorda. Concurrent with the f'rN', the Engineering Department shall also submit the appropriate lier levol Storm Water Compliance form and lier level Storm Water Pollution . Prevention Plan (SWPPP) a, delerminep by \ha completed PTN' all to \ha satisfaction of the City Engineer. 22. City's Engineering Department shall su~m~ o ''Storm Weter Management Plan (SWMP),• The SWMP shall demonstrate compliance with the City :of Carlsbad Standard Urton S\ormwator Mitigation Pion (SUSMP), Order R9-2007-D001 issued by \ha San Diego Region of \ht California Regional Waler Quality Control Boord and Cily of Carlsbad Municipal Code all \o tho :satisfaction al t e City Engineer. 23. City's Engineering Department shall in~orporale Lor Im act Development (LID) design techniques, on aH final design plana to reduce the amount of, nm-off by ml~ickin_g the natural hydrologic function of thci sita by preserving natural open-spaces and n9\ural drainage 1hannels, minimizing impervious surfaces, promoting infiltration and evaporation af run-off beforo rJn-off leaves the site, City'• Engineering Department shall incorporate UD techniques using curre~I County of San Diego Low Impact Development Handbook (Stormwa\er Monogemenl Strategies). LID technique, include, but are not limited to: vegetated swale/strip, rain gardens, and porous pavement, which can greatly reduce tha volume, peak fiow role, velocity and pollutants, 24. No structure, fence, wall \res, shrub, :sign, or other object moy ba placed or permitted to encroach within \ho area identified as a sight distance cal)'idor as defined by Cily of Carlsbad Engineering S\andorda or line-of-sight per Caltrans standards. , 25. Prior ta \he start al construction, City's Engineering Department in coordination with ill conlraclar shall submit for !he City opp/oval a "Storm Waler Pollution Prevention Plan (SWPPP).• The SWPPP shall be in compliance with current requirements and provisio~, established by the Coiilornia Regional Water Quality Control Boord, San Diego Regio~, and City of Carlsbad re~uirements, The SWPPP shall □ddresa measures to reduce lo \he maximum extent practicable storm wot.er ponutcnt runoff during construction of the projecl At a minimum, the SWPPP sh □II: . a. include all content ao establii;i:hed bj the California Regional Water Quality Control Boord requirements; and b. include the receipt of "Notice of lnlfnr issued by the Colifornia Regional Water Quality Board; and o. recommend source control and treatment con~ol Best Management Practices (BMPs) that will be implemented with this project to oyoid contact or filler soid pollutante from storm waler to the maximum extent practicable before discharginQ to City right-of-way or natural drainage courses; and d. eslabITsh specir,c procedure, for handling spiHe and routine clean up. Special procedure, for handling cleon up and disposal pollutants. Carlsbad Municipal Watsr District 26. Ths construction of public watllf and recycled water facilitie1 shall be within public right~of-way or within a minimum 2D-fool wide eosemen\(s) g/anted to \he District. ·, 27. Prior lo issuance of building permit(s); City's Engineering Department sholl pay oil fee,, deposifii, and chary,, for connection to public wot@r and reCJcled water facilities. City's _En9ineering Department shall pqy San Die~g Coyn\Y Wpler A11thori\y copaci\y choriti (s) prior \o issuance of Building Permit(,). · 26. The irrigation plans for landscaping shpll utilize recycled water as a source, and where economical~ feosibla use collected waler runoff from fire trqining oreas. Seid plan, shall be submitted lo the sotisfocllon of the District Engineer, . , 29. Tho City', Contractor shall install potable water and/or recycled waler services an~ meters al o location approved by the District Engineer. Th' locations of soid services shall be reflect,~ on public improvement ~-! 30. The City's Contraclor shall ins\oll sewer lalerala and cleon-outs al a location □pp(oved by tho Distriol Engineer, The locations of Sewer laterals shall b~ reflected on public improvement plans. ! 31. The City's Engineering Department shall design public waler facilities substantially q• shown on the Site Plan to \he satisfaction of the District Engineet, Proposed public facilities ihall be reflec\i>d on public improvement plans far conslruciion by City's Conlra~t•~. I Code Reminder The projeot io subject lo 'all applicable provisions of local orrlinanceo, including but nat; umite~ to tho following: 32. Approval of this request shall not exc4se compliance with all applicable sections or the Zoning Ordinance and all other applicablo City ordinances in ,effect at time of building p~rmi\ issuance, ixcepl as o\herwisa specifically provided herei". 33. The projeol shall comply with the lateijl nonresidential disabled access requiremen~ pursuant \o litle 24 of the California Building Code. , 34, Premise identification (addresses) shall' be provided consistent with Carisbad Municipal Code Section 18.04.320, · : i I 51iiET I IMPROVE:MENT Pf.ANS FOR: -,. iHE INCLLJ:lo:l DRAWINGS, Sl'EClflCATI0.\19, IDEAi, DESIGNS ~O ARRANGEMENTS REPRESENTF.OTHf:RESY -'RE ANO SHAU. REfMP,I THE PROPERTY Of RRM DESIGN OROUP AND r-10 PI\/\TTHEREOf SHMJ_ BE COPIED, DISCLOSED TO OTHE~ OR. L'SED IN CONNECTIOO WITH ANY WORK OR PROJECT OTHER THAN Tf-£ SPECfflC PROJl!.CT FOR WHICH THE'!' HA.VE BU=N PRa'A.~0 A.i'ID D!:Vl!.LQPE0 WITHQIJT THE WRITTEN CONSENT Of M:M DESJ(,N GROUP, Vi$® CONTACTWITii TliESE DRAWING$ OR liPl:CIFICt,,TiONS SrN.i. CONSTITUTi, CCNCLIJ~-4 EVID,ENCE CF ACCaPTANCI: OF THUE RE$TRlCTJON., SUBMITTAL. Qf n-ti;sE DOCUMENTS FOR PUBLIC A~Y REVllaW liiHALI. NOT in;: CONSIOEREP A WNVER Of RRM :IESIGN laROl,/P'6 Rli:.Hra RRM DESIGN GROUP COPYRIGHT 2009 RRM Is a California Corporation 1++++++++--,1 I 15 ~ 0 ~ -...I .... -0 i ~ N 0) ~ <1 ~ t; ;;i: • -'O ~ ;;i: .a ~ ~ I-,: ; IX <'] 0 w >, (J i~ Q ~ i .§ ~ ~ ~o 13 I-~ w ~ ~ N -"' u. ... ,-.. I, 2009 ', }07510-T-1.2 PrqJ6GI Data aid Co.id!llons Df Approva!.dwg .,.,_ 1107570 T-1.2 35. Any signs proposed for this development shall al a minimum be designed in conf~rmonco wi\h ths City'o Sign Ordinance and shoR requiro review ond approval of the Plannin~ Director . prior to inslollation of sue~ signs, i I CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY 36. City's Contractor shall exercise special ; care during tho construction phase al lhia project lo prevent offsite siltation, Planting an~ erosion control shaN be provided in acca<jlanco with Carlsbad Municipal Code Chapter 15.1 & (the Grading Ordinance} \o ths satisfaction' of the ~En~oc · i 37. This projeol is approved upon the "P(es• condition \hat building permil(s)will no\ be issued for the development of the subject pr~perty, unless the District Engineer has determined that. adequate water and sewer facilitie~ ore iJvailobl.e at the time of occupancy. ' PROJECT DATA AND CONDITIONS OF APPROVAL OWN BY: MH PROJ~CT NO, DRAWING NO, CHKD BY: MH,tRM :!," 1 80, 46J-1 RVWD BY! t'ij. . ' -J V1 0 ·1 I " ~ ,\/ N s. ~· N .i::,. J..Jo 00 ' ' 1 ' i I ' ' ' ' ' ' i : I : i I '! ; : ' I • ' ! I I 12' , MIN, I B A-TR£i\D WIDTH A A B -THE MINIMUM HANDRAIL EXTENSION OF 12 IN~HES PLUS THE WIDTH Of TREAD REQUIRED AT EACH BOTTOM RISER I . y 12' Ml • ' 1 Y -THE MINIMUM HANDRAIL EXTENSION ' REQUIRED AT EACH TOP RISER ' r OZ-04-92 M,S, N:\Ari;hilDCl1,1r1 Deh:ill Ubrary\D~all8~oeBBlbtll\y Detalll'\Handratl.dwg I ~D~L O STAIRS 1,12• 1 s11 · / 1/2' MAX. B£VELED AT 1:2 GRADIENT MAXIMUM VERTICAL ALLOWANCES 1/4' MAX. \IERTIC>l I A r--,----,-------.--, A 21 MAX. ~ CROSS SLOPE u SECTION A-A CROSS SLOPE b • I • 51 MAX. SECTION B-B RUNNING SLOPE ALLOWABLE SLOPE AND CROSS SLOPE PA1Ji OF ffiAVEL 1/4' 42 LONG DIMENSION PERPENDICULAll TO PEDESTRIAN ROUTE PLAN • PREDOMINANT DIRECTION Of PEOESTRAIN ROUTE ... ,t-. ,, 1 /2' MAX. OPENING I 1 SECTION A-A THROUGH GRATE • GRATE ORIENTATION TO PATH OF TRAVEL 07.1 .OJ, MRi, N:\Arch!tecWre Detail Ubrory\Deloi111\6.ccea11ibility Dettail11\PathOfTrav1!.dwg I PA~' Of ffiAVll AT GAAlt . I N.T.s. I 43 I STR 4t MIN. SIDE.WAI.I( 36" MIN. CLR. ' . FACE OF CURB-t-71 M--+---. POl.E--f-++-l►■ STREET SIDE OBSTRUCTIONS 48' MIN. SIDEWALK 36' MIN. CLR. 07. i ,O;J M~i. N:\Archltectu ... Oelall Ll'brory\Oelgilai\Acce1111lblllly Dof.0D11\Sldewolk Ob11ln.1otiom1.dwg· 1 · SID~ .• OBSTRUCTIONS' I NJ.s. I 44 I ' ----·--------------·-··-·-·--·---------------~- ltfilRNATIONAL SYMBOL Of ACCESSIBIUIY 01 .17.0:S L.F N:\ArClhltoct1,1re Oat.all Librory\Ootaill'\Acoeseibiliil Dotail11\bldgenlroncesignr:ige.dwg I ACCESSIBLE BUILDING ENTRANCE SIGNAGE ' I N.r.s. I 31 I GUTTER'-~ FLOWUNE SIDEWALK 4'-0' MIN. TOP OF RAMP ROUNDED1-, ~F--';-~,r~ B.33% MAX. 21 MAX. r ·. SECTION A-A I CURB-CUT RAMPS ACCESSIBIIJIY TYPICAL PLAN TAl'ERED EDGES WHERE EXPOSED TYPICAL SECTION A·A 01, 17.QJ !.dRI N:\ArchHecl1,11"1 Deb:ill Libro,y\Detoils\Aece.aeibilil;f Detoil1 I DEIECTAIU WARNINGS ON CURBS -----Al'PROX. 3/ 4• EXCEPT Al'PROX. 1-1/2' ON SLOPING PORTION OF RAMP 07,17,0J MRB N:\Archlteclurw, Deloll Libro,y\Detoils\Accesaibility Oetoila\Groovirig.dwg I GROOVING DEfAIL I N.T.S. I 34 I ---------~------------ 1 17' f UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS Wllrl DISABILITIES MAY BE TOWED AWAY ~ AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: SEE NOTE BELOW OR BY TELEPHONING: SEE NOTE BELOW CONllv\CTOR SHAU. OBTAIN THE FDIJ.DWING INFORMATION FROM THE LOCAL POLICE DEPARTMENT, AND IN90RPORATE INTO SIGN TEXT: 1. WHERE TOWED VEHICLES MAY BE RECLAIMED 2. TELEPHONE NO. TO CALL IF VEHICLE IS IMPOUNDED. PARKING LOT ENTRY SIGNAGE SLOPE SLOPE ' • •', ..... d, ~ : '' '' • ' . .. • • • • • • "' •: , . . .. :, . . . ' • • • V • J'. '' ·. -.,.. t-1 ... ' ., .. ~· • • . .. • • -•·· " ,· ' ,' • .. ' '-r-' • ,. • . > ,f.,. • .. ' • • • ,., ,, J . •.· • • • ,'\ . ..... .,. ~ 6" ~ 6" . ~ 1-o' . SIGN POST FOOTING 2 . . . I ' - ~ 11/2' 21 ADJA REFER CENT SURFACE- TO CIVIL DRA\\l NGS t, G ALV. PIPE CONC RElE FOOTING 11/2' 22 flNISH FLOOR!----.. EIIVATIDN THRESHOLD EXTERIOR COMPRESSED~ CARPET i' MAX. BELOW THRESHOLD ■ii(f/l(((l(t INTERIOR MAT CARPETING MUST CONSIST OF: . -l£VEl LOOP -TEXTURED LOOP · -l£VEl CUT PILE, OR -l£VEl CUT /UNCUT PILE 1/2' MAX. PILE THICKNESS IF PILE HEIGHT EXCEEDS 1 / 4', THEN EDGES MUST HAVE BEVELED m1r ~ ~ flRM PAD· TRANSffiON TRIM DOOR MAT MUST BE SECURELY ANCHORED OR RECESSED INTO DOOR LANDING 01, 17.0:S L,F N:\Architootuif Dot.all Library\Detoila\Acceeeibili!)' Detoiiti\lhreaholdaotdoora~ya.dwg I 11-IRESHOLDS AND DOOR MATS AT DOORWAYS I N.r.s. I 24 I --------------- 70 SQ. INCH-·-~ ACCESSIBIL/lY SIGN PER EB ~~~ WHEEL STOP OR CURB-+--H.,, PER PIAN STRIPES AT 36' ON CENTER WH!lE LINES OVER +---U-f.!:~ BLUE BACKGROUND- PER OCTAIL '/-o• MIN. ~-3 '\_J 8' -If MIN. AT VAN 1. WITHIN THE ACCESSIBLE ACCESS AISLE PAl-'NT-'--T-HE,..____,_,_ ACCESSIBLE PARKING STALL WORDS 'NO PARKING" IN 12' HIGH MIN. WH!lE I.ETTERS 2. SURFACE SLOPE TO BE 2X MAX IN Af/'f DIRECTION 01,17.0;, MRB N:\a.rchitecl1,1rt DetaU L.ll>rory\Detail,\Acce1111ibil1\, Cetai11\acce111parkl"nij,dwg I 'ACCESSIBI! PARKING STAil DIMENSIONS I N.T.s.1111 RADIUS 1/2 ~LUE WHITE ) REFlE CTORIZED SIGN- 0 ~~ RESERVED PARKING 0 NOre SIGN TO BE CENTERED AT TH~ INTERIOR ~ Of PARKING SPACE. AREA OF SIGN TO BE A RESERVED PARKING 0 ANACCESSIB so• MIN. TO FREE STANDING . 36' UIN FOR WALL MOUNTED MIN. lf 70 SQ. INCHES. TO OP OF WAIJJNG SURFACE DESIGNATE FOR "VAA ACCESSIBLE' WHERE Al'PROPRIATE. 01, 17 .03 LF' N;'w-chitecturt1 Delair Ulm1ry\D1tail1\Acc1111111ibllH;y Ootallls\parklngspacosignage.dwg I PARKING SPACE SIGNAGE I N.T.s. I 12I • ~ ltfilRNATIONAL SYMBOL OF ACCESSIBIUIY WH!lE TRAFFIC PAINT PICTOGRAPH ON ROYAL BLUE TRAFFIC PAINT. BACKGROUND MATCHING COLOR 15090 IN FED. sm. 5999 TYP. 0 fACH HANDIC,\Jl PARKING SfAlL , PAVEMENT SYMBOL 3• WHITE BORDER BLUE BACKGROUND WHITE PICTOGRAPH 1• 13 THE Jr-!C~UDED PRA.WJNGI, SPECIFICI\TIONS, IOiaAS, OlaSIC.N6ANtl ARAANGEMEt,ITTi RS-RESENT~ THEREPY ARI; 111W SHALL Rtaw.lN TIE PI\QP5ftTV 0f RRM PESlaN GRCM> ANO NO PARTTHst:Qf SHNL aECOPIEO, OISCLOSEii TO OTHERS OR USaJ ~ CONNGCTION WITH AN'( WORK 01\ PROJECT OTHa4 TI-IAN THE SPECIFIC PRDJEOT FOR WHIQ-l THli'< 1-!A\lla 8ElaN ~/\Rl;DANO DEVELOPED WffiiOUT TI-E WRITTEN CONSENT OF RRM DESION OROLa". VISUAL OONTIICIT WJTll THElilo OMW!ttOO OR liPECIFlt.,t,TLON.ti SHALL CONSITTIJTE CONCLUS!~ laVIDE.NCI: OF /\CCJ:PIJW.::I:. Cf THESE REtiTRICTJONI. SUB1141TTAL Qf THESE IJOCUMENTli FOR PUSLIC AGENOY REVIEW SI W.J.. NOY SE CONSIDERED A WAIVER OF~ DESIGN GROIJP'& RIGl·ffl RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation I I Septomb• I. 2001 • 1107070-T-1.3 exterior Accessibil\r Details.dwg ...... 1107570 ..... .. 1.3 fsim'l CITY OF CARLSBAD I SHEET$ I L__!_j I ENGINEERING Dli:PARlMENT , , . 248 IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAINING FACILrTY · I EXTERIOR ACCESSIBILITY DETAILS 1 · ;, .• "c>~-• , PLUMM£R ~~~~~~~~:;:;:;;-~,;-;:-10 o(gA~ BY: I ' PROJECT NO. CHKD BY:..MH.Lrut. 3_L..,.... RVWD BY: ____J)L_ . · . -:>< I DRAWING. NO. , 45J-1, • ---------------~ _ __,,.__ ___ ,~,cL·•f·=--·' ·-----'· ~---- ' ' 'f . r ,· ;; .. I l ; I ' i I I ! ., ' . ' i i I I I ' ' ' ~ --------' ,----- I , I ;, i ' i I ' ' ,, ' . I, ' . ' ' I I . ' . ' ' i ' l ' ' J • ' j I I I l I I I l i I : , I i I "j '. ;_ I l , ) w ,· · I :,:: , I '----', 42' MIN. CLR. L..,--' ,n I ~ OFF-CEN1ER DOOR P~El,S ! I I FOR SIDE-SLIDE OPENING DOORS wL 8o" MINIMUM c~ H~ 65' MINIMUM CLEAR *ALL El£VATORS MUST BE ABLE TO ACCOMODATE A 24'x84' GURNEY ~ ALTERNAlE LOCATION OF CONTROl I • 1 PANEL WITH SIDE OPENING DOOR ON~Y : MINIMUM DIMENSIONS OF ELEVATOR CARS 8.1 G.O;J l.f ! N:\Arch!!.sctu111 Detail UProry\Detat1~\i,c!eslibili1¥ Detoila\J:le.volo~Dims.dw; ! I I I fllVAro~ mMENSK)Ns . . I ' I N11 1 s 1 I EMERGENCY TELEPHON~ I I PHOTOELECTRIC nJBE BYPASS SWITCH CENTERLINE Of HIGHEST BIJ!TONS • I+""++---",;.!!:! CENTERLINE Cf EMERGENCY BIJ!TONS I ' FINISHED FLOOR , .-I - . I I ' • X=48' MAX. WHEN FRONT REACH ONLY POSSIBLIE I I , · 54' MAX., WHEN SIDE REACH IS POSSIBLE , 8.14.08 KK I i • N:\Archlloclura DetaD Ubracy\Delaill'\Ac~~1111ibilffJ DeloD11\Elevolors.dw; I fllVATO~ . MIN 2 1/t~it ~~ flrR LANDING JAMB SIGN AUT MATIC DOOR REOP91NG DEvlCES I HALL CALL--.i. BIJ!TONS N.T.1 52 ! NO)£: THE AUTOMATIC DOOR REOPNE ING DEVICE IS ACTNATED IF AN OBJECT PASSES THROUGI' , EITiiER LINE ~ OR B. LINE A AND LINE B REPRESF THE VERTIC,IJ,. LOCATIONS OF THE DOOR REOPENING DfV!CE REQUIRING CONTACT. , . j i , . , 1 J_. ~LETTERING P.AISEO /~.2 FlOOR LANDING SIGNAGE IS i '1 , ' • REQUIRED ON JAMa PANELS oN 2' MIN. HEIGHT f .r ~ . • BOlll SIDES Of EllVATOR DOOR ! "-CORRESPONDl~G CAUFORNIA GRADE II BP.AILLE 6.19.03 I.F I N:y\rchitecture Detol Libr1:1ry\Detai1s\i.ccesaibili1¥ Oetoila\Elevat.iraSi.ino.ie,dwg I EUVAro~ s1cwa I I N11 Isa I .. 'I NO)£: ~ 1 PROVIDE C . KNEE AND TOE SPACE {SHOWN HATC AREA PER ADA CODE) I i STAIN GRAlf: WOOD . ' CABINET DOOR, ON CONCEALED HINGES I \,,,,,,,,,,... : \1 ( '.1 .. ; \' ,.) -:3 ,,,.,,...--!~ :z: 1'-5' MIN. CLR. SII FLOOR PLAN I I ' I ACCESSIIµ CABINET SECTION' I ~~SINK, FAUCET AND DISPOSAL WHERE OCCURS PRO'vlDE CUTOUT FOR ELEC, JUNCTION BOX (Wlf:RE OCCURS) !-+-TERRAZZO TILE BASE 6' BASE TO MATCH CABINET 3/4' 54 ' ' 2X MAX, SLOPE IN ANY D11ECTION 60' MIN, 48' MIN. 2X MAX, SLOPE IN ANY DIRECTION REQUIRE~,,. CLEAR SP E I REQUIRED CLEAR SPACE QUIRED STRIKE AND PUSH SIDE CLEARANCES JJ BOTH INTERIOR (IND EXIERIOR DOOR LANDINGS MAY VARY. SEE CHECKLIST SECTION "DOORS' FOR CORRECT APPLICATION I Au~usl, 17, ~004/CN, \ \O~-1r\}.rph\+2OO4ActlvaProJecte\-t-OO45O2VernonCityMoURemoclei\?roduot\CADfilcs\ConDoc'•\Detoils\DocirCI, I OOOR] Cl.fAFANCE I 1/4' I 41 I ACCEPTABLE DOOR HARDWARE · &: MOUNTING HEIGH 1$ ju ·. !~ 0 ~ '"'"' F 0000, "°' BE'.<T ~ ~~: 11N, B0· 1f. O. M , THAT IT TAKES DOOR AT l£AST 3 SECONDS TO 1\1111, CLOSE FROM AN OPEN POSmON OF 70 DEGREES TO WITHIN J' OF LATCH KICK PLATE JJ DOORS DOOR CLOSURES I . :, -~ .. ,... ,. 1/nJ>JI) C-f1o/ .. M...i. -/-""' ,..,,, -°""""'" ,,.,,.,,....,.,..., .,,.,,._,.., "' .'7,,,,,.,,,_,_,,. ~-.,,.. ..... [>,r~ 1• 42 1' MAX. ~ ,, , 2' MIN, FROM EDGE or TREAdj T 1sTR1P WIDTH ,.. ..., .. '''''""""'"" .,,,,,,,., ... ,. ...... , ....... . ·,·, ·.•:;:,•; ::.-:. ·.·, .,,,,.,,,.,,,,,.,,:::::::::::::::::::::::::::- , ........... • .. .-;.·,•:;:;.·.·;::.·:,•;:.·.·:.·.·. ............ ,., ............................ ., ................. . " ...... ,_........ ......... ._ .. INTERIOR STAIRS , EXIERIOR STAIRS UPPER: APPROACH AND LOWER PRE-CAST ALL CAST-IN-PLACE TRE'ADS CCNC~ TREADS MUST BE. MARKED MUST BE MARKED WARNING STRIPS MUST BE CLEARLY CCNTRASTING COLOR FROM ADJOINING SURfACE1 THE STRIP IS TO BE MADE OF A QUARRY FINISHED CONCRElE MATERIAL THAT IS . AT l£AST ' SLIP RESISTANT PS THE OTHER TRE'ADS OF THE STAIR. 11/2'WX. ~ ~ • "'"" ·ti---_, 05-10-0!1 LP' N:\Architecturt Delan Libracy\Detoils\,Accee11ibilif¥ Detcils\elairaafl:reodllHpplng.dwg I ST>J~AY TREADS I N.r.s, I 43 I , , 1-1/2' 1 1 CLR. .v---r-~. FINISHED SURFACE _.i----1 1/t DIAMETER STEEL PIPE HANDP.AIL ,--HANDP.AIL ENDS RETURNED TO WAIJ. •--i-r::__-~ "=-=-=3• RACIUS . . WALL FRAMING -REFER TO 0-2--04-~0l-.,.-. FLOOR PLANS FOR WAil TYPES I , HAND~L ;M\oot"'• Ooton L1bc,,y\DetoH,V,,oo,olbHi,. Dotoil•\Hoodcall Enr•;. -·-,-----· I PUil SIDE ---7 I I ~ ID I I I I I I 24' MIN. CLR. EXTERIOR DOORS 18' MIN. CLR. AT INTERIOR DOORS L _ J'!ISJL SIDE - 12' If DOOR IS EQUIPED WITH MIN. LATCH AND CLOSER -.J PULL SIDE 36' MIN CLR. I :¢ ~ as I :a I 1 I PUSH Slit t 54' MIN. CLR. t I PUil SIDE . I INDICATES C~ AT DOORS~ h----I I ¢Ji~~~~ I I~ lz I ;' I lB I I I ~~ I I : ¢J:~.-~- i w~ :~~~~ I PUSH SIDE *NOTE: __,;:,i.,_,.j_ ____ .i..,_ __ .i__ 48' MINIMUM If _,.. _____________ DOOR HAS A CLOSER 02-04-02 M.S. N:\Arohiteoture DetaP Librory\Dolail11\Acceesibili~ Del.aila\Hondroll.dwg I oooR LANDING C1.£A1Wa I vt I aa I 60' CLR. (A) 60 INCHES DIAMETER SPACE WHEEl.Cl-wR llJRNING SPACE 12' 36' t.llN, CLR. 12' CLR. ~LR. lJ ~ ..,_.~~ ~ ~ (B) T-SHAPED SPACE OR 180 DEGREE TURNS 3/8' 34 rn rn ~ ~ ~ ~ 9 TYPICAL PICTOGRAMS PICTOGRAMS -PICTOGRAMS SHALL BE ACCCMPANED BY THE EQUIVALENT VERBM. DESCRIPTION PLACfO DIRECTLY BELOW PICTOGIW.I -THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6' MINIMUM IN HEIGHT -CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND; EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON ON A LIGHT BACKGROUND 01, 17 .03 LF N:\Archltectura Detan Ubrory\l)elaileV,cceesibilil;r Detaila\accessiblesignage.dwg I ACCESSIBLE StW\GE I N.r.s. I 21I ,,-- l / ~ / I / ~-I I I \ \ \ \ I\. '-v) \ - / I ,.- (Al SYMBOL PROPORTIONS (Bl DISPLAY CONDITIONS 07. i 7 .03 MRB N:\Arehilocturt Cetal Ubrory\DololleWceHibilit)' 0eloilt\lntlACASymb,l'lwg I 1NTERNATIONAL SYMOOL OF ACCESSIBIUIY I N.T.s. I 2 3 I ACCESSIBLE FOUNTAIN 6' MAX. 18' MIN. C 19 WIX. "HI-LO" FOUNTAIN DESIGN STANDARD HEIGHT FOUNTAIN 01.17.03 J.1 N;\ArchitectL.1~ Dctall Ubracy\Dctalla\Acccselblll1¥ Delo11•\drlnklngfountoln.dwg I DRINKING FOUNTAIN I NlS. I 24 I I ..... .,-- ' D ' p ! V • . • ~ . ' PERMANENT ?IGNAGE TO II INSTALLED ON THE WAil ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST Ml.OW A PERSON Tp APPROACH WITHOUT ENCOUNTERll'!G PROTRUDING , OBJECTS OR STANDING WITHIN THE SWING PATH Cf THE DOOR. RAISED LETTERING ' 1128 CORRESPONDING CALIFORNIA • '--------'-----../ GRADE ii BP.AILLE • LETTERING AND NUMBERS SHALL BE RAISED 1/32', ; ; UPPER CASE, SANS SERIF TYPE AND SHALL BE , ACCCMPANIED WITH CALIFORNIA GRADE U BRAILLE. • RAISED CHARACTERS SHALL II AT L£AST 5/8' HIGH, i BUT NO HIGHER THAN 2'. 01.17.03: M.R,11 N!\ArChiteclurt Detol Ubrary\Delol111\Aeceasib!li~ Details\roomaigtlOge.clwg ' to. t6. t 6-MEN MEN WOMEN RESTROOMS """8["'1l!IIII ---IIHlRSI FliXII WALL-SIGNAGE (TYP.l, 12', l 12' EACH LEG l WOMEN " MEN " DOOR MOUNTED SIGNAGE (TYP.) NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE. WAIJ. MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR Clli\R Cf DOOR-SWING. MOUNT JJ 60' TO CENTERLINE OF SIGN FROM FLOOR. UPPERCASE CHARACTERS'· LETTERING P.AISED 1 32' HEIGHT OF f-31.---..:.L.:::=---< LETTERING 5/8' MIN. MEN TO 2' MAX. \----~"!:t..J ' ' DOOR-MOUNTED SIGNAGE CORRESPONDING CALIFORNIA GRADE II BR,\ILI.E 01. 17.0;J L.F N:\,vohitecl.ur-. DctaD Ubracy\Dct.alls\Access!bllll;r Dctolle\restroorl"IIDs}'mbola.dwg I R£S1ROOM 1DENT1FViroN SYMBOLS : I N.T.1 11 a I ~ ~ lf,1PROVEMENT PLANS FOR: THE INCLUOet) ORAWING8, :WfClflC/\TIONS, JOE/\&. DESIGNS N>ID ARRANC.~ENTS RlaPRES~Ja, Tl-iE:Rl:a\' ARE.AND 61-IAU. REMAIN THE PROPEltTY QI' MM DESIGN GROUP AND NO P/IR'f THEltEOF SH,\IJ. Ill: COPIED, Pl8CL.0$li0 10 OTHEIW Ofl UIIW :N CONNECTION Will-I MY WORK OR PROJECT OTHER TI-tAN THE SPEC!l"'IC PROJEGf FOR. WHICH THEY HAVE !IE.EN rrua:rARED ANO DEVELOPED WITl-tOUf THE WRITr~ CONSENT CIF RRM D::81:»I GROUP. VISUAL CONTAQTWITI-I TI-tEIIE ORA.WINDS OR SPEClflaATIONS SIW-1. CONSTITUTE CONCLLISIYf_ EV,DENDE OF ACCS'TANCE OF THESE RESTR1CTJONI SL8MITTAL r6' THESE DOCUMENTS FOR ?UBI-IC AC3ENOY REVIEW SHAU. NOT BE CONSIDERED A WNVER OF RRM :JESIGN GROUP'S RIGHTI- RRM DESIGN GROUP COPYRIGHT 200g RRM is a California Corporation Sephmb• I, 2008 1107570·T·1.4 lntenor Accessibillly Deteils.dwg .. _ 1107570 .... T-1.4 CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY INTERIOR ACCESSIBILITY DETAILS {IPPROJ~ • ~LJAAl,L_}J.UMAU /4 " ~TY,.ENG1~~EXP1RES J Jr a 0 %;#_, OWN B : MH CHKD BY: M')Q™ RVWD BY: , .. PROJEC;r NO. .· .. ~ I DRAWING NO. . 463-t ' 1. ' ' I /:..: ' r I j i . I . ' I ' !:_ 1· ' ' i I :: j . ... I , I . ' I I 11 i; I . I ' . I.' l I i i ' I, ,. i' . 1 ' i I . I I i ' ' I i I ; ' ' ' . ' ,; I l ' ' I : , I ' ' I •i ' I ' i j , I 1 i l i j : l l I I . I -~--· --------1 ------.!..-,., -----------,1-. ----·--·-!---------,----------•-•1_,, __ ~"I-•--•~·----------,---•-·---•-~••'•-•----·--'-•··--·-••·--•···•-·•_,_' ___ _ i . I , .. ! I I , ------------,--,--+-,,-,------,---~~-,-',-,---"--+-~----I I ,i j : ! '' I ! ' I I I ; • i I ,_ -MIRROR j TOIJET S£AT TOILET SEAT COVER , .. COVER • AND TISSUE DISPENSER DISPENSER PAPER TOWEL DISPENSER AND WASIE RECEPTAClf Ir. ~1r----F 3 r -~~-12=~--- - ~ . ~-i ~ ~ • t«)l£: . I.. 30'x48' MIN. CLE\11 FLOOR OR GROUND SPACE REQUIRF.D TO IUOW FORWARD OR PARAU.a APPROACH TO ACC!.SSORIES B. AU. OPERABI.E PM'JS Cf flXlURfS AND ACCESSORES TO BE LOC.\lFJ) 40" M/>X. /lEOVf. FINISH FLOOR C. CONlROIS AIID OPERATING ~CHANISIIS MUSf OPERAlE W1IH 01( HAND AND NOT REQlJIRE llGHT GRASPING, PINCHING OR msm«i Cf \llllST D. MAXIMUM 5 POUND FORCE TO OPERAlE CONlROIS E. LOC.\lE COAT HOOKS Ntl SHaVING \\IJHIN APPROPRIAlE REACH ~ ( 48' M/>X. /lEOVf. ._..,. Fl.DOR RECOMllNDED) I RESlROOM ACCESSORIES ' 1. I. 36' , . . HANl)-HELO SPRAYER UNIT TO BE MOUNTED WITHIN 24' FROM S£AT MOUNTING WALL WATER CONTIROLS TO BE MOUNTED BElWEEN 18'-24' FROM SEAT MOUNTING WALL ~ · t' MIN. - ..--- 16' MIN. ,., ·:: •::.:-: .••:-:;,,,:.' .. ,,., .. ,,.,.., ... ' .... ·····• .. ' " ' .. . . . . . . ........... , .... ............. , . .. ..... .. .. •· ...... .,.,. .. ............... .......... ,. .. . , .. " ........ . ··············-. ' ' ' . . . ' ' . ' ' . . . . .. . . . " " .... .............. . . . . . . ..... " ........ .,., ... ................. ............... .... , ........ ,, .. ........ , ..... . • ••• ••• •n••.,• • ............... ., . ,. ... " ' ... . .......... ,.,, .. . ··············· ...... , ..... ,, .... , .. , .... . SHOWER STALL TYP, SHOWER SEAT DESIGN FLEXIBI.£ SHOWER SPRAY HOS£, MIN. 60' LONG SHOWER SPRAY UNlf Tli6.T-· CAN BE USED BOTH AS SHOWER FIXED SHOWER HEAD AND HEAD r ~ SINGI.E-L£VER / MIXING I i\LVE AS A HAND-HELD UNIT. ' . I •• .~ ,. ,-1 , L...CFOLDIN' ~ ~ '!;: 'i-"" V SHOWE ';.,, II r2X MAX. "" ""'iFU =='9iui"" , SEAT ..., • . Ill.SURFACE SLOPE '\===~==1 .. .. ... CONTROL WALL WALL OPPOSITE SEAT SEAT WALL NOlE: SEE ARCHITECTUR,ll R.OOR PIANS FOR PROPOSED SHOWER STALL IAYOUT 07.17 .03 MRS N:\Archlteotura Detall Llbroiy\Detaila\Accessibility Oatai11\ShowarStall.dw11 I ACCESSIBLE SHO\O ST>J.l I N.l~ I 33 I ------·-··---~--- ' ----- NOTES: -REGARDlfSS (J STAll CONFIGURATION, A 48' LONG MINIMUM ClfARANCE R.OOR SPACE SHALL BE PRO'vlDED IN FRONT (J TliE WATER CLOSET. -INTERIOR DIMENSIONS (J SINGlf ACCOMMODATION T~lfT ROOMS SHAll lNQUDE A CLEAR R.OOR SPACE (J AT lEAST 60' IN DIAMETIER OR A T-SHAPEO CLEAR SPACE. -NO DOOR MAY ENCROACH INTO TlilS REQUIRED CIIAR SPACE BY LtORE THAN tt . -SIDE GRAB BARS IN SINGLE ACCOMMODATION TOI/IT ROOMS MUST BE INSTAL/£0 SUCH lHAT TliE FRONT END (J TliE BAR IS LOCA TEO A MINIMUM or 54' FROM THE BACK WALL u.; -~ 18' MIN. CLR. " ' ~R.USH VALVf. ~ SIDE 18, ,, ~ " 1 . .,,28"' 'ii:Mls11N·-JcCl>'LR.'-++-,1-• -: . ~ TO EDGE or WATER CLOSET ,,, .-. ..,_ ~v;i'I'\·· it; ) REFER TO EB FOR ACCESSORIES 1J. ~---\---"' ____ ,,. '---J'.-iJ2' CLR. ":,-1,--""'. ,. ,. 01.17 ,OJi L..F \D11Wil11\Acc1;1salb[l!\y\alnglaaccomrestroom.dwg I SINGLE ACCOMMODATION RES1ROOM .• 30' CLR. UNO , . . ~ EQ. , EQ. • • • . 0 - NOTE; I/ERIFY CLEARANCE FOR Fill DOOR SWING lYPICAL STANDARD TOILET ST>J.L 1/2' 22 60' MIN. t 0 0 NOTE; TOTill STAll DIMENSIONS MUST INCORPORATE ALL CLEARANCES SHOWN TO COMPLY WITH BOTH STATE AND FEDER,ll REQUIREMENTS. DOOR SWING MAY ALSO SWING INTO STALL ' . STANDARD ACCESSIBLE TOILET ST>J.L ... 3t MIN. CLR. 42' MIN. . ' 1/t 23 ,,,....--WALL FRAMING -REFER TO R.OOR PLANS ~ , . _,.,,.--FOR WALL lYPES < < WALL RNISH -REFER TO RN/SH SCHEDULE 1------1. '• "' CONCfALEO FASIENERS • J ""-\ 1-1/2' NOMINAL DIA. ----.._ Ll'"-.Jl'-'-1-__,_,_1/,:_:2' .-, . " .....__ __ BLOCKING IN WALL NOTES: EDGES ARE TO BE SMOOTH W/ A MINIMUM RADIUS Of 1/8'. , ·· 1111111-,: !L ( ,., ., t 8' MIN. CLR. ~uM FLUSH VALVf. 1 l If . ADJACENT Wi ~· 0 ~ '+ r ~ /,-7 • "''',I • i I TOP or~ , BOWL ~ 'i.1-".l,.__,1)'--' ~ V ~ ELEVATION . ACCESSIBLE URltW. X=52' MIMWM WHfJi WATOI ClOSffl Nt: IN SIAIJ.S X=54' MINIWM WHEN WAlER ClOSffl Nt: fill! IN SLIU.S I I I I I I i I CLEAR I l SPACE : ~ I I I I I I L _______ J . L 30' CLR. UNO ~ .. .,. ,. PLAN A o.,,..._ 1/2' 11 (suat 1$ II Slt!SI! IIXlOMllllll\llON ROOMS OR OPEN mlIDIG Sl11JA1IONS) X t2' MAX. , , 42' MIN. ) T~LET PAPER HOLOCR W/0 STOPS ....: 0 ....: • ,. • SIDE VIEW . , 36' MIN. . I ~==I~ ' 12'rt.liif. t I • • I . 6' MAX. • " ~ 1--' FRONT VIEW ' t. WATIR CLOSET FWSH VII.I( COHIROLS, NII fAUCIJ AHO OPERATIHG M£CW,NISM COIIIROIJ, SIWJ. If (PERABI£ 'M1Jt at: IWll, SI\IJJ. NOi REQUIRE 1lGfl' GRASPl«I, PIIIC~N(l, OR 1'MSl1MG (f 11£ m, Nfl SIWJ. If MOUNTED hi! MOit: 11WI 44' N1Jf. TI£ FLOOR. 2. 11£ FORlt REQl!RED 10 ffAlE WATIR ClOSET AltD URIIIIL fWSH VII.I( COfflROI.S, AN! FAUCET AltD OPB\\111111 ~ISII COfflROI.S, SHIil if hi! GRfAlER 11WI 5 Llf. EIICIRONC OR >IJTOIII.TIC FIJJS~IIG COKffiOI.S ME loCCEP[!Jll! AN! PREFER!Jll!. ®-10-01 L.F N:\Archltactura DatQN Ubrol)'\Det.aile\,a.cceesibillty Detoils\won_mountedWC.dw; W>J.L MOUNlEO WATER CLOSETS LAVATORY -UQUID SOAP DISPENSER r'~ ' ~-'"~~ . ,.,,_ __ 1>-----<I 'r-'"-.::::::;::::;:7"' • gi . . - INSULATE EXPOSED PLULIBING N.lS. 12 CLEAR KNEE , SPACE7 • ---,-r-/--.~'!,.~ • ~ ~ ~ ~ i ~ ti~;:t; • ,. ,_ gi a, <"< '/, . FRONT 6' Mfi.. TOE CLR. ,k , 8' MIN. KNEE CLR. ,i: B' , 48' MIN. , !7",MIN. -.. SIDE . ' -'I ~ r->-----------,--'!' ' I , CLEAR iz z ,H . SPACE :~ ~5 '-I ~1-I I -L-----------~~ PLAN --,. ,_,...,_,,., ,iu.w,,.,_, .. , ..-1, ,_ ' lYPlr>J. ACCESSIBLE LAVATORY 1/2' 13 DO R .... "/3'/2011 1/Eii Tt£ INCLUD~ DRAWINGS. :,.PECJFl!:i'.TIONS, JDEAS, DESIGNS AND ARw.NGCNl:Nlll REPRESENTED THEREBY ARI: ANO SliAL.L REMAl,IJ Till;PROPERTY OF RRM OCSIGN GROJf' MID ml PART THEREOF SHAU-BE COPIED, DISCLOSED TO OTHERS OR USEC IN CONNECTION WITH AHY WORK OR, PROJECT OTHER THAN 11-iE 5PECIFIC PROJECT FOR WHICH TI-ll=V HAV!: BEEN PREPARED AND 0£VELOP£D WITHOi,rr Tl£ Wff)TTEl,i CONSE~ OF RAM OE8JGN GROU,. VISUAL ~TACTWITI-1 TIIESE DRAWIN!3S OR SPECIF!CAT.ONS SIWJ. CONSTITUTE CONCLUSIVE EVIDENCE Of ACCWTA."ICE OF iHESE RESTRICTICNI-&UflMITTM. liJf" TI-JESE DOCI.MENTS FOR PU!U(: AGENCY REVIEW SHALL Ni:n- 81: CONSIDEREC A WAIVER Of MM DESli:.N t;;ROUP'S R!GlfTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Coi-poration t:: H-+++++-++-1 I 15 ++++++++--,I I II Septemb• I, 2009 -·-1107570-T-1.5 Reslroom Accessi~ity llelaBs.clwg "' .. _ i _ 1107570 .f~ 111!!1 !!!!SH!!!SEE~T l~CI~T~Y~OF CARLSBAD I SHEETS 1 • ENGINEERING DEPARThlENT ' 248. , 11,fPROVEMENT PLANS FOR: • CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY RESTROOM ACCESSIBLITY DETAILS APPROVED WIWAl,t ~ nu .. 'MF:R -_,,; I ,_.:_ ~. ,, _,,.~ - DEPUTY CITY ENGINEER PE 281711 EXPIRES J/Jl/10 OWN BY: MH I CHKD BY• M¾RM RVWO BY:' _ . PROJECT NO:• ·.·-~~- i I DRAW/NG NO. i 463-1 i I ··---"-·--- 1 ·i . I ' ' t '"' ' ' ' " ,, 1 . cl . j I 108 lllll 911 FL MEN'S RESJROOM c,m:J--Jr-• WOMEN'S RESJROOM lOIIL 911 FL I HAI..LWAY 'IH Ill '(,',flf AIR COMPRE5SOR/ ARE RISflfllOOll /,,,·1 ···"-.,, =.~, .. ,.~.: .. iC"<i>. • "·::7,:v .. ":J -~. •::-~,:·,t""''.. STAIR • N • • ~mw: 12 • • ii Ii 11 M I J HAl..''VAY [IT] rn 1 I SlliR 1 K !) FIRST FLOOR PLAN -CODE ANALYSIS , - , ' ' '01) , ' , ' , ' , ~. ' ~ ~ / ~IJJI£ ~ 11 ~ 1 00 ' , , , STHR 1 SJORffllONI' Pffa> 1 , ' ' , , "' K>'.XX: ~ «« ' " FIRST FLOOR PLAN -CODE ANALYSIS CONT. Jllll.llUt JJPl SI ft .... c=+::ic===<==:::i ·.1c ' j ,,' I .; i '', ' ' , " ' ;,;, m ' , , -~ , ' , , s;,; , , , , ;,;, , Si 4J I'~ ;, ,·I< l·h -- ' , , , » "~~-: 4 1RASH OO.OSURE 1 ,)'-. ,' f\ JYl,11 c_______J I i ,,, i I ' !~:, ' , /,. : ' ' ,~: ¾ ,; , • 'd,', i<XS/YY ,:~••~:: ,i~: • . :::; .. :C,~ ;, .. §x :;:;Y , .. , ·m::~->-?,;:?>"1 .~:;,%1:%~ , •~;:(,·, »a . •,•. ~ ' ' . , ' ' .. ·.v:i'.%,, • ' c,x,o,o;;; :::<it':;» ' -;•> -, ' •'.\.."><: "' -- SCALE: 3 /32" = 1'-o· IJ IJ SCALE: 3/32" = 1'-0' I 2 ' " \ 1 I 1. 2. GENERAL NOTE R[rrn TO D£TAIL 53/A-S-9.4 roR ruRTil[R INFORMATION CONCCRNING TIIE 1-IIR. RA lED WALL ASSEMBLY. REFER 10 [)[JAILS 52,54/A-S-9.2 f8R FURTHER INfORMAllON CONCE~NING THE 1-HR. RATED ENCLOSURES FOR ANY STRUCTURE \'!THIN THE RAlID CORRIDOR. -- LEGEND BUILDING QASSIFICA TIO.~: B BUILDING QASSIFICA no.~: S-1 BUILDING QASSIFICATIO~: S-2 l TbE IN~_UDED 0,'.AWING!I, SPEC..lflCATION!I, IDt.AS, DESl::;NSAND ARr<AN<aDl'ENlS l'!EPRE:SE.NTECl THEREBY ARE Al'IO SHAU. KMAIN THE: l'ROPE.R".1' Of' IW.M DE~l·JN GROUF' ANO NO PART-;-i~RE.OF S -11\U. * CQPIEO, O.SCWSEO TO OTHERS OR USED IN CONNECTION WITl1 /\NY WORK OR FRO.JECT 0-:"HER Tll/\N THE SPECIFIC l'HO.JECT .COR Wl71Ctl TliEI' I AVE i3El:.'I PRE"Af'!EO ANO OE.VELQi'EO WITHOUT Ti£ WRITTEN CQNSE.NT Of RRM DLS!l,N GRC\JP. 11:SJM. WNT.-..,7 NIIH THESE ~AA,,,IN::iS OR SPECif"!Cf\T!;)NS SHALL CONS11TUTia C·J:-!CLLSIVE [VIUi::t,1..E: i..lf ALLl:Pl,iNGE Uf flil:.(;I:, H.:Ji: K!I,;, IUNI!, SUI.H.111 il'l. Of flil:.SE: UUCUMl:.l'. IS t-;.iR fl'U~LIC Al,;l:.NCY Hl:.VILW SI 11\1.L NUT JE \:UN::alUk;.l{l:.iJ A WAJVI..R (Jf ,-tKM UI.SIC,N GHOUP'S RIC.HT 8. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation (INCIDENTAL US£AGE SPACE TO "ll" OCCUPANCY) PATH ~ TRAVEL 111TH TOTAL NUMBER OF OCCUPANCY TO EXIT 1-HR. FIRE RATED WALL ASSEMBLY PER DETAILS 52,54/A-S-9.2 ANO 53/A-S-9.4 " '1 ~ ~ 3 (0 (11 ~ <( • !i I ~ ! ., •1 ~ ~ i I ~ I 5 .. I I JiWilb'l !~ ~H,;,-----~~------ t~lernb• 9, 2009 ----~--~-----1107570-T-1.6 Code Analys s.dwg 1107570 T-1.6 I SH6EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPAR™ENT 248 . IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY CODE ANALYSIS OWN BY: ' MH PROJECT NO. CHKD BY: MH /RM ~~ RVWD BY: DI DRAWING NO. 463-1 \ ' ' ' ' . I ' j i I I I I , I I I I . 1ffllllllllllillmlfllli!lll!I I ll I I · 1 .. 1;,;;,i~i,,11 .. 11,~,,i~.i;,ar ii. ii I I ,.,., I I I I I I I I I I I I I !1114111 ' ' 110 ;SECOND F~QQR PLAN .. CODEAN:ALYSIS I SCALE: 3/32" " 1' -o• 1 , CODE ANALYSIS • ''S" BLDG. SHOOTING RANGE/CLASSROOM BUILDING: . First Floor (Based on Type 111-8 Construction: First Floor Areas Actual Area B* (Office, Canopied Parking & Shooting Range) S-1 (Storage) Gross Area 26,142 3.005 29,147 Allowable Area per Table 503 Basic Allowable Occupancy Group (Type 111-8) S* (Office, Canopied Parking & Shooting Range) 19.000 S-1 (Storage & Parking Garage) 17 .500 Occupancy Ratios Separate Uses) Percent of Floor Area 89.7% 10.3% 100.0% Allowable Increase w/ Side Yards (Per 506.2) 75% 75% 8* (Office, Canopied Parking & Shooting Range) S-1 (Storage) Ratio (Maximum Allowable=1) Allowable Increase w/ Sprinklers (Per 506.2) 0.44 0.47 0.91 100% 100% Maximum Allowable 66,500 61.250 Adjusted Maximum Allowable Area 59,650 6.308 65,958 * The Canopied Parking area is being shown as on "S-2'" occupancy and is considered on incidental use space of the "B" occupancy as it is less than 10% of the total square footage for the "B" occupancy (1,933 sf/26.142 sf = 7.4%). Second Floor (Based on Type 111-B Construction: Second Floor Areas Actual Area A-3 (Assembly) , '·, · S-1 (Storage Space) B (Office) 3,279 572 3.699 Gross Area 7,550 Allowable Area per Table 503 Occupancy Group A-3 (Assembly) Basic Allowable (Type 111-8) S-1 (Storage Space) B (Office) 9,500 17,500 19.000 Occupancy Ratios A-3 (Assembly) S-1 (Storage) B (Office) Ratio (Maximum Allowable=1) Plumbing Fixture Count Separate Uses) Percent of Floor Area 43.4% 7.6% 49.0% 100.0% Allowable Increase w/ Side Yards (Per 506.2) 75% 75% 75% 0.23 0.12 0.11 0.46 (Based on Table 4-1, Office or Public Building) BuildinJ Area Calculation Total Building Areas A-3 (2nd Floor Assembly) S-1 (Storage Space & Parking) B ( Office less Shooting Range Gross Area Actual Area 3,279 3,577 15.147 22,003 Occupant Factor (Based on Table A) 30 5,000 200 Allowable Increase w/ Sprinklers (Per 506.2) 100% 100% 100% Occupants 109 76 Maximum Allowable 33,250 61,250 66.500 186 (93 Male / Adjusted Allowable Area 14,431 4,655 32,585 51,671 93 Female Occupants) Fixture Distribution Calculation Office or Public Building Water Closets Male 1st & 2nd Floor Total Required Total Provided 2:101-200 2 3 Urinals: Male 2:101-200 2 5 Water Closets: Female 4:51-100 4 5 GENERAL NOTES Lavatories Male/Fem 1 :.1-200 1 5 EA. 1. REFER TO DETAIL 53/A-S-9.4 FOR FURTHER INFORMATION CONCERNING THE 1-HR. RATED WALL ASSEMBLY. Drinking Fountains 1 :1-150 2 3 2. REFER TO DETAIL 52,54/A-S-9.2 FOR FURTHER INFORMATION CONCERNING THE 1-HR. . RATED ENCLOSURES FOR ANY STRUCTURE WITHIN THE RATED CORRIDOR. ----T I CODE ANALYSIS • "C" BLDG. COMMERCIAL BURN PROP BUILDING: (Based on Type I1-B Construction)* Occupancy Type Actual Area B 6.558 Gross Area 6,558 Allowable Area per Table 503 Occupancy Group B Occupancy Ratios B Basic Allowable (Type 11-B) 23.000 0.16 Ratio (Maximum Allowable= 1) 0.16 Percent of Floor Area 100.0% 100.0% Allowable Increase w / Side Yards (Per 506.2) 75% Maximum Allowable 40,250 THE INCLUDED DRAWINGS, SPECIF~TIOt-lB, IDEAS, DESIGNS AND ARAANGEMENT'6 REPRESENTED THERE8Y ~ AND St!ALL RE.W.Jr- THE PROPERlY Of RRM DEl3100 Gl\01.1' ANO NO PAAT THEREOI' 8H-.iJ_ BE COPIED, DISCLD5E0 TO OTHER5 OR USED IN C::>NNECTJON Wlft; ANY WORK OR PROJECT OTHEk TiiAN THE SPECIFIC PROJECT FOR WH!CH THeY :-\AVE a~ PREPAREaDANO PEV51.0P5C WlTH0"'1" THEWRITTENCONSMOf AAM DESIGN GROU,, VlSIJALCOUTACTWW THE55 PAAWIN(iS OR SPECIFl~TIONS SHALL CON5TITVT~ CONCWSIVE EVIDENCE r.,)f ..-.CCl:PTANOE: Of THeiE R!aSTIVCTIONI, SUBMll>AL OF Ti1ESE OOCUME.NTS FOR puawc 1',GENCY Ri.VJEW $1-w.L NOT a5,: CON$1CliiREP A. WAlViR Qf= RRM OESIGN GR.OUP'S R.l!aol1TS RRM DESIGN GROL/P COPYRIGHT 2009 RRM Is a California Corporation *This is a non-occupied and non-combustible building that serves only to train the Carlsbad Fire Department. CODE ANALYSIS • "R" BLDG. RESIDENTIAL BURN PROP BUILDING: (Based on Type 11-B Construction)* Occupancy Type Actual Area B 2,246 Gross Area 2,246 Allowable Area per Table 503 Occupancy Group B Occupancy Ratios B Basic Allowable (Type 11-B) 23,000 0.06 Ratio (Maximum Allowable= 1) 0,06 Percent of Floor Area 100.0% 100.0% Allowable Increase w/ Side Yards (Per 506.2) 75% Maximum Allowable 40,250 I *This is a non-occupied and non-combustible building that serves only to train the Carlsbad Fire Department. ■ BUILDING CI.ASSIFICATION: A-3 • BUILDING CI.ASSIFICATION: S-1 # ~ =ill -PATH OF ffiAVEI. WITH TOTAL ,,,~ "'" ' -NUMBER OF OCCUPANCY TO EXIT LEGEND --1-HR. FIRE RAlED WAL! ASSEMBLY PER DETAILS 52,54/A-S-9.2 AN? 53/A-S--9.~ 1107570 .7 IMPROVEMENr Pt.ANS FOR; CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY cooe ANALYSIS OWN BY: MH PROJECT NO. I DRA"'1NG' NO. ~~ ~~ ~ 3'>&& _ 46J-1 j' i :.i ' _. I.' j ~-I ,i 1., • 'J '_ l·'· -r.;. !< '•i " ' i I I ' I VICINITY MAP CITY or OCEANSID.~ 7a PROJECT SITE AVf. CITY or VISTA PACIFIC OCEAN CIT'(' OF' ENCINITAS ! .. ! "DECLARATION OF RESPONSIBLE CHARGE" , Hf.REBY DECLARE rnA T I AM rnE: ENGINEER o, WORK FOR rn,s PROJ£cr, rnA r . 1 HA \,f E:XERCISED RESPONSIBLE CHARGE: OVER THE DESIGN OF THE PROJECT AS DU/NED IN S£CnON 670J OF 71-J! BUSINESS ANp PROFESSIONS CODI; ANO. THAT TH!r DESIGN /S CONSISJJi:NT W/71-J CURRENT STANDA.RDS. , i. I I UNDE;RSTAND THAT 71-JE CHfC/1' OF PROJfCT DRAWINGS AND SP£C/FICAnONS BY n-,,r CITY OF CARLSBAD DOCS NOT R£Ll£\1! Ml; AS ENGINEER OF' WORK, OF MY RESPONSIB/Lln£S FOR PROJECT DESIGN, ' • . : 1 · FIRM: KIMLEY HORN & ASSOC/A TES . I i ADDRE:(S: 401 B ST.; SU/Tr 600 - . I CIT'(, STA TE: SAN DIEGO. CA 92101 , ffiEPHONE: (6l9l 234-9411 B'rl JENNIFER L HARRY DA TE: 70/13/2009 . (NAME: OF ENGINEER) R. C.E: NO.: 62918 .. REGISTRA noN EXP/RA noN DA TE: 0B/Jo/2010 ', , "I • ! SOILS ENGINEER'S CERTIFICATE I, WI! I 1AM D Qt SON • : i . · • A REGISTERED ( CIVIL/ GEOTECHNICAL) ENGINEER 01'. THI: STAT£ OF' CAL.JFORNIA, PRINCIPALLY DOING 8USINE$S IN THI! FIELD OF' APPL/EC, SOILS MECHANICS, H£R£BY CERTIFY 7HAT A SAMfl.lNG AND $WOY OF' THI! · SOIL CONDITIONS PREVALENT WITHIN THIS SIT£ WAS MADE: BY Ml! OR UNDER MY p!RECTION 8£~f:N WE' DAJIS OF' .Jv-1:,t. -Z I , 20 c, e. AN/)! · · c?~r~ 4-I~ , 20~. TWO COPIES OF' TJ-11! SOILS R£PORT · COMP/LEO FROM THIS STIJDY, WITJ-1 MY RECOMME:NDATIONS, HAS BECN SUBMl,TTED TO TH! OFF/Cf: OF' THI! CITY E'NG I />!EER. .~ -:-.c. ~ ,. '~ /. // ti\ A~ ~\'-of ESS10-i;z.~ SIGNED:··_ ·t,_A-":::'., ~ ,U-::i:. ~·Ct.--::::::_;Jf..,J(::!__~(V~~:.G-:::::'=::==::-=-----'---1? D. o !i:' G.E./P,F;. ~~.: ----'¥,'-'S---'--2-~-'3'-------- & it No.'V~ai z ~;\DA TE: ,;;.· ._,_/.;;cO_-..:cl_,'/c..-~i:J.L1_· ---~----~ E>:p.-:-¥R :~ LICCNS! E:Xi='IRATION DATE:: "ll-a•/1'1 d1 C,Vt\.. ~, • ·· , : r , ~OFcAi:!,~' OWNER;S CERTIFICATE """ I ( 11€ ) HCREBY CCRTlfY 7HA l i A REGISTERED SOILS CNGINECR OR GE'OLOGIST HAS 8E'EN OR 'NIL' -! 8/! RETAINED TO SUPERVISE: OVE'R-ALL GRADING ACTIVITY ANO ADV/SI! 0/'f, THI! COMPACTION AND S.TABIUTY OF' 7H/S SITE, • . : WILUAM PLUMMER! DAT£ SOURCE OF TOPOGRAPHY . ' ' , , • -' I -, • TOPOGRAPHY SHOWN ON THESE: PLANS WAS GENERA 1ED BY AERIAL PHOTOGRAMMETRY METHOD$ FROM JNFORMA noN GATHERED ON MARCH 2, 2008. TOPOGRAPHY SHOWN HE'REON CONFORMS TO NAnONAL MAP ACCURACY STANDARDS. CONTOUR INTERVAL ~ I' ' I : PROJECT LOCATION .. . ' 7HIS PROJECT IS LOCATED W/71-JIN A PORTIQ/'I OF' LOT •a• ASSfSSORS PARCEL NUMBER($) 209-050-26 7HE: CALJFORNIA ({OORDINATE INDEX OF' 7HIS PROJECT IS: N: 1995286.BJ £: s2so4,ilBo •__::.:c=:..:,=::i =-=------- . • I ' ' \ I I I I -I I I I I I I I I I . I ♦ I I I I I I I I • • I I I I I I I I I I I I I I I I I \ I I I ' I I .1 I WORK'. TO BE DONE \ l l l i i I \ I I I I I I I ~ ~ PROPOSED PUBLIC SAFETY FACILITY/ SHOOTING RANGE TH!r GRADING WORK SHALL CONSIST OF 71-JE CONSTRUCnON OF' ALL CUTS AND FILLS. REMEVIA/. GRADING, DRAINAG£ FACJLJn£S. EROSION CONTROL FAC/U11fS, AND _ PLAN11NG W PERMANENT LANDSCAPING AND PREPARAnON OF' AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 71-J/S SET OF PLANS ANQ 7HE CITY STANDARDS, SPEC/FICA 110NS. RfQUIREMENTS, RESOLUnONS AND ORDINANCES Cl'TF;D ON 7HES! PLANS. . 7HE GRADING WORK SHALL Bl! PERFORMED IN ACCORDANCE: WITH THE: FOI..LOWING OOCUME/'!TS, CURRCNT AT 1HE: nME OF CONSTRUcnoN, AS DIRECTED BY 7HE: CITY ENGINEER. I • ! , 1. CARLSBA() MUNICIPAL CODI! 2. 9/TY OF' C(\RLSBAO ENGINEER/NG STANDARDS J. 7H/S SET Qf PLANS 4. RESOLUnON NO. 08-15, DATED 11/19/2009 . . . ~ 7HE: STANDARD SPEC/FICA n0NS FOR PUBLJC WORKS CONSTRUCnON (GREE'N BOOK). _ 6. SO/LS REPORT AND REC0MMENDA 710N$ SY LEJGHTON & ASSOC/A TES DA 7£0 SEPTEMBER 4, 2001 .t UPDATED Jl.lt,Y 21, 2008 7, mE SAN /)1£00 REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/F/£0 BY THE CITY OF' CARLSBAD STANDARDS. /J. CALIFORNIA COASTAL COMMISSION D£\IELOPMENT PERMIT CON0/110NS DATED N/A . . 9. /;JJV/RONMl:NTAL APPROVAL DOCUM[NTS, M111~A 1ED ,NEGA 11\.E.' DEct.ARA TION 6511, DA 1ED 11/19/2009 10, $TOR/ii WATER POLLUTION PRE\1£N110N PLAN PREPAR£D BY KIMLEY-HORN k ASSOC/A 1£S DA 1ED: FEBRUARY 2009 Mill) NO.. 9 37CJ56155 11. STORM WATER MANAG£MfNT PLAN PREPARED 8)' KIMlE)'-HORN .t ASSOC/A 1fS DA TEO: F£BRUARY 2009 12. CAUfORN/A STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND . CAL1RANS CONSTRUCTION SITE BMP MANUAi.. LEGEND DESCRIPTION DWG.NO. EXISTING TRff ---··--·---.... -.... ,--.. ---.. ·------..... _ .... ,_, __ , .. ,, EXIS11NG m/CK BRUSH / TREES-·----___ ..... -... -..... PROPOSED CONTOURS -.. -···-·-.... -.... _ ... __ .. _ .. _ ... _._ ....... , __ £XIS11NG CONTOURS ....... -·-·-·· .......... -.......... _ .... _ .. _ .... -.... -···-··-·-... -....... _ .. _ ... _ EXISTING CURB AND GUnrR ......... -..................... ·------· .. ·-·-·-· DAYLIGHT UNf . ____ . __ .... _ ......... -.... ·-·-.. ·-·-----... -.... -.... --.-·-..... . EXISTING STORM DRAIN .. _____ ........ __ EXIS11NG GAS. ............. -...... -............ -... -.. -·_ ............ _______ ............... -.• -.......... --...... . £XJ571NG WA IER ..... -........ .,_ ........ -....... -..... _______ ·---···-·---EXIS71NG SfllfR .. ___________ _ EX/S11NG RECYC1.£D WAJ[R --·-·-·•-...... ____ ·----- SUBDMSI0N BOUNDARY ...... _ ... __________ . ___ _ E'ASEME'NT LINE ................................ _ ... -... -... ·------· ............. _ .... _ ....... -... -... -............................. . DE.TAIL RfFERENCE ........................................ _ .... _ .. _....:,DET'-'A'-"IL"-'LE='-'m=-R'---_ .... -............ _. SHEET ffRE SH0l!H U TYPE: HfADWAll --·-· .. -··-···-· .... -..... _ ... _ .. _ ..... 0-34 -----·--... -........... .. STORM DRAIN ..... -... -... -....... ... ____ ... __ SIZE: PER PLAN ... _. __ _ TYPE •,4• CLEANOUT .... _ .. __ .. _·-·-·-SDS-100. D-9, D-11,D-12 ,, ___ ..... __ TYPf ·a· CURB INI.CT .. -... --·--.. -.. _ _sos-100. D-2. 0-11.D-12. ___ ._ .. _ TYPE: "G-1• GRAIE INILT----.. -.... -...... ..SDS--100. D-8, D-11,D-l5 ... _ ................ . 'II/ fl0-GARD PLUS IHS£RT PROPOSED FIRE ---.. -· ... -.... ·--··-__ -----·-.... -.... --... -·-- MASONRY RETAINING WAil ·---·----'-· C-4, c-7, C-B .. -.... -........ ----.. --...... 6" TYPE •a• CURB & GUnrR .. -·---.. --.--............ G--2, SOG-100 ..... --.--.. -·-- 6• CURS ____ ... _ ............ _._ .. ___ ....... -G--1, SDG-100 ......... _ ... ___ , s• l'r!DE -4• PCC SIDEWAJ.K .. _ .... ---G-l,G-9,G--I0,SDG-100. __ SfllfR MANHOLE ............... -....... _ ... _ .... _ .... _, S-1 (CARLSBAD 510 DWG) ....... _ .... . 6" SfllfR CLEAN OUT .. __ ........... _ SDS-102 -·-···--.... -:_ ... __ ~fl J:~f )·-·--------·----·-~~ :~ f-_s_JOl, ......... -... --·- Oll/WA J[R SU'ARATOR ________ ·-----.. ·--.... · .. ---· .. ·-·- RIP RN' ENERGY DISS/PATOR ., ______ .. _. D-40 ·------·-.......... __ PIPE: COLI.AR .......... DS-5 (CARLSBAD S10 DWG).._ .... _ BI0RfTEN110N UNIT (RLIERRA OR £QUIVALENTJ _____ ·--·-.... - Fl.O-GARD DOWNSPOUT FIL/ER,_ ...... -... -----...... _____ .... _ ... _ •. -•. - DOUBLE Cl/£CK VAL\£--.~-·-·-'11-22 (CARLSBAD STD DWG). ...... _. C0NNEC110H TO CURB /NI.CT---05-9 (CARLSBAD SW DWG)·--· SYMBOL e ---~,--- ---500--- -11-11-11-11----------- ------.. G------ ---W------s-.-- ----RCW----· ------------ @ !Fi] __ mr ....... ,a==-.. ==--~----"" II F 0 ---0 ---s:--- L.....I .. PERMANENT BEST MANAGEMENT PRACTICES (BMP'S) QUANTITY 2 EA 5 EA 2 EA I EA 1025 lF 1200 SF 704 IF 1000 LF 5862 SF 1 EA 4 EA 520 IF 1 EA JE.4 I EA J fA 4 EA 1 EA 1 EA ' I ----~ BMP ID# 0 SHEET INDEX @ Tl TL/! $Hf:£T C-1 @ NOTES AJ'ID DETAILS C-2 DETAIL $HEE.T C-J & 4 HORIZONTAL CONTROL PLAN C-5 © GRADING AND DRAINAGf: PLAN C-6 UTILITY PLAN C-7 @ EROSION CONTROL PLAN C-8 PAVING PLAN C-9 @ IMPROVEMCNT PLAN C-10 PROFILES C-11 & 12 0 @ ® ® @ @ 0 9 @ EARTHWORK QUANTITIES UNCLASSIFIED EXCA VA nON: __ _;;i.5,.!JJQllloQr......_cy UNCLASSIFIED FILL: 5. 300 CY IMPORT: 0 CY EXPORT: CY • STRUCTURAL EXCAVA noN AND BACKFIIJ.: 27 000 CY (O\IU/EXCAVATION AND RECOMPAcnoN AS REQUIR£D BY GEOTECHNICAL REPORT) BMP TABLE BMPTYPE SYMBOL CASQA NO. DRAWING NO, MAINTENANCE RESPONSIBILITY ROOF DRAIN • S0-11 C-5 KRISTAR • YEAR 1 FILTER CrTY • THEREAFTER ROOF DRAIN • S0-11 FILTER C-5 KRISTAR -YEAR 1 CITY -THEREAFTER ROOF DRAIN • KRISTAR .. YEAR 1 FILTER S0-11 C-5 CITY• THEREAFTER KRISTAR • YEAR 1 ROOF DRAIN • s0 .. ,1 C-5 FILTER CITY -THEREAFTER ROOF DRAIN TO 0 S0-11 C-5 CITY LANDSCAPING ROOF DRAIN TO LANDSCAPING 0 SD-11 C-5 CITY ROOF DRAIN TO 0 S0-11 C-5 CITY LANDSCAPING Pl.ANTER BOJQ □ TC-32 C-5 FIL TERRA-YEAR 1; 8/DRETENTION UNI CITY· THEREAFTER Pl.ANTER BOX/ □ TC-32 C-5 FIL TERRA· YEAR 1; 810Rf7ENTION UNI CITY· THEREAFTER Pl.ANTER BOJQ □ TC-32 C-5 FIL TERRA· YEAR 1; BIORETENTION UNI CITY· THEREAFTER GRATE INLET II TC•50 WI INLET FILTER C-5 KRISTAR· YEAR 1 CITY· THEREAFTER Vf:GUA1ED PERPI.AN TC-30 C-5 CrTY SWALE VEGETATED PERPI.AN SWALE' TC-30 C-5 CITY STORM DRAIN GI S0-13 C-5 CITY DECAL DETENTION PERPf.AN BASIN TC-22 C-5 criY REFERENCE DRAWINGS IMPROVEMCNT PLANS FOR CITY OF' CARLSBAD PUBLIC SAFE.TY AND SF:RVICE: CE'N TE:R IMPROVEMENT PLANS FOR INDUSTRIAL PARK PIPELINE: FARADAY AVE'/ ORWN STRE:F:T CITY OF SAN DICGO REGIONAL STANDARD DRAWINGS CITY OF CARLSBAD CNGINCERING STANDARDS BENCH MARK MAINTENANCE FREQUENCY 3 TIMES PER YEAR MINIMUM 3 TIMES PER YEAR MINIMUM 3 TIMES PER YEAR MINIMUM 3 TIMES PER YEAR MINIMUM BI-ANNUALLY Bl-ANNUALLY BI-ANNUALLY Bl-ANNUALLY BI-ANNUALLY BI .. ANNUALLY 3 TIMES PER YEAR MINIMUM B1 .. ANNUALLY Bf .. ANNIJALL Y AS NEEDED Bl-ANNUALLY DWG 248-5 DWG 405-7 DECEMBER 2006 JUN£ 2008 • NOTE: THE EAR7HWORK QUANTITIE:S SHOWN ABOVE' ARE AN f:STIMA T£ ONLY. TH£ CONTRACTOR IS RESPONSIBLE FOR CALCULATING THE:IR OWN EARTJ-IWORK QUANTITIE:S. STRUCTURAL f:XCA VA TION AND BACKFILL MAY VARY CONSID£RA8LY ON TJ-1/S SITE (± 15,000 Cr:) BASED ON TH£ SOILS REPORT AND SIGNIFICANT PRESENCE: OF' UNDOCUM[NTED FILL. WHICH CAN NOT 8£ FULLY DETERMINED UNTIL GRADING OPERATIONS ARE: INl11ATED. DESCRJPnON: A FOUND 2.5• BRASS DISC STAMPED "CLS8-108, LS. 6215" IN DRAINAGE BOX /NL£T ON NORTH ,SIDI! OF' PALMER WAY, 10/J fffT EASTERLY OF COUGAR DRIVE LOCA noN: CITY OF CARLSBAD GEODEnc CONTROi. RECORDED: R.O.S. 17271, FEBRUARY 8, 2002 aEVATION: 246.4J' DAWM: NGVD29. p ROJECT INSPECTOR SIGN OFF """"""""""" JUI 413001CV01.dwg """"-1107570 C-1 1--lli ~ lJ.J ~ i=:: ~ CI1Jc1N£RtG ~#]~~~AD ~ CARLSBAD JOINT FIRST RESPONDl;R TRAINING FACILITY TITLE SHEET APPROVE 1 'MLUAM.L.,jtUMM£R ~ • .. • /. •~~~t,.,:,_-~~ ~llJ0_/\,44. I lQ!;eUTY CITY ENGINC( PE 2817!J EXPIRES J/31/lO 7 ~ · CH KO BY: JLH ~'-e.,.. 463-1 8 ,:I ii; ! : ,.,,~;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ : : OWN BY: JS~ I.. . PROJECT NO. I DRAWING NO. RVWO BY: SLM "'""" .. . . . . ·1. ,.,, .. I I .. . ' : ' ,. ,. :. .,,-; ,, i:;,:, ·: ··, :,,-; • ·,1 . ,, ;'. .. , ' " LJ ~ Q ~ Q .., .. "' T ' ~ C T ~ .. w ~ / " ~ .. ~ .. I ~ " ~ ::! • ~ ;11 C ~ " "' < • • ~ ~ .., ~ • i • e _, e ~ ~ > ;!; > "' ii! " ,;: • " g ,[j z ~ " 0 ~ I '-I / m C ~ ---C ~ /~ ! ' • C C ~ ~ ,;; ~ a ·;;; ' C :f ~ C ~ " .. & E -" ~ ' " ~ Q gJ ~ ~ ~ • Q s: ~ C ~ -, C z ~ " / • GRADING .NO"l'ES (IN ADDITION TO THE: RE:QIJIREMENTS OF CHAPTE:R 15.16 OF THE: CARLSBAD MUNICIPAL COD£.) 1. TlflS Pl.NI SUPE:RSEIIE:S ALL OTHER Pt.ANS PROIOUSL Y APPROVED BY THE: CfTY OF CARLSBAD RE:GAROING GRADING SHOWH 0/11 THIS SU OF PLANS. 2. APPROVAL OF TlflS Pt.AN DOf.S NOT L£SSEN OR WAIVE ANY P<RTI0/11 OF THE: CARLSBAD MUNICIPAL CODE. R£SOlUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDl1IONAL DOCUMENTS USIDJ HEREON AS TH£Y MAY PERTAIN TO THIS PROJECT. THE: f:NGINE:ER IN R£SPONSl81.£ CI-IARGE: SHALL R£VISE THE:5£ PLANS WHEN NON-CONFORMANCE JS DISCO'IERED. 3. CITY APPROVAL OF Pt.ANS DOf.S NOT REIIE:'lf: THE: E:NGINEER-OF-WORK FROM RE:SPONSIBIUTY FOR TH£ CORR£CTION OF ERRORS AND OMISSIONS DISCOVffiID DURING CONSTRUCTION. ALL Pl.AN REVISIONS SHALL 8£ PROMP71. Y SUBMITTED TO TH£ CITY £NG/NEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CfTY ENGfNffR lffl.l. BE: R£1MRE7J FOR ANY WORK IN TH£ PUB/JC RIGHT OF WAY. PRfOR TO PERMIT ISSUANCE. A CERTIFICATE OF INSURANCE AS llllL AS ADDmONAL INSUR£D ENDORSEMENT MUST 8£ FILED NAMING TH£ CITY OF CARI..SBAD AS AN ADDl110NAL INSUR£D ON TH£ PERMITT££'S POI.ICY IN THE: MINIMUM AMOUNT OF $1,000,000.00 FOR E:ACI-I OCCURRANCE. OF UABIUTY. TH£ INSURANCE COMPANY IIRIRNG THE POUCY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS £STABUSHED BY "BESTS" KEY RAllNG GUID£ 5. NO ltORK SHALL BE COMME:NCED UNTIL ALL PERMITS HA\£ 8fDI OBTAJNro FROM TH£ CITY AND OTHER APPROPRIATE AOCNCIF:S. 6. NO RE:VIS/ONS 1111.L BE MAD£ ro THE:SE: Pt.ANS fflTHOUT TH£ 'M?ITTEN APPROVAL OF THE CITY £NG/NEER, NOTED ffl1HIN TH£ R£VIS/ON BLOCK. ON 1H£ APPROPRIATE SHITT OF 1H£ l'tANS AND TH£ ll71.£ SHEET. 7. ORIGINAL DRAWINGS SHALL 8£COM£ THE: PROPERTY OF TH£ CITY UPON OCING SIGNID BY THE CITY ENGINEER. 8. THE: ORIGINAL DRA fflNG SHALL BE R£VISED TO Rm..£CT AS-BUILT CONDITIONS BY THE ENG/N££R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 9. ACCESS FOR FIR£ AND OTHER E:MrnGfJICY VEHICI.ES SHALL BE MAINTAINED TO TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 10. NOT USED. 11. ALL FILL OR FUTURE: Fl!.L AREAS SHALL BE CONSTRUCTED IN ACCORDANCE fflTH THE: CITY OF CARI.SBAD STANDARD SP£:CIFICA 110NS ANO THE: "EARTHWORK SP£:CIFICA TIONS. • DAILY FIELD COMPACTION REPORTS lffl.l. BE SUBMITTED TO TH£ PROJE:CT~CTOR. 12. A PR£CQNSTRIJCTION MrrTING SHALL B£ HflQ AT THE CtTY Off/Ct AT 5950 fl CAMINO REAL PRIOR TO TH£ BEGINNING OF WORK AND SHALL 8£ ATTENDED BY Al,L Rf:PR£5£NTATIVES RfSPONS/81,£ FOR CONSTRUCllON, INSP£CTION, SUPERVISION, TESUNG AND ALL OTHER ASPECTS Of THE WORK. THE CONTRACTOR IIILL 8£ CONTACTED BY THE PROJECT INSPECTOR TO COOROINATE A DATE ANO TIME FOR TH£ PRE:CONSTRUCTION MrrTING. 1.J. All INSPEC'T/ON Rf'Ql1fSIS Qil/ffl THAN fQR PRfCQNS78UC11QN Mff7ING mt! Rf MAQF RY CAIi iNG THf ENG/NEFRfNG 7+:HQ!IR INSPFCVON RfQllfST I INF AT (Z6Q) 438:,3891 INSPECVQN REQUEST MUST Bf RECFIVFD PR/OR TO 2· 00 P.M. ON TH£ DAY BEFORE THE INSP£CT/ON IS NEED£D. INSPECTIONS 'MLL BE MADE THE NEXT WORK DAY UN/£SS YOU REQUEST OTHERWISE:. REQUESTS MAD£ AFTER 2:00 P.M. WllL BE: SCH£JJULm FOR TIit) FULL ltORK OA'YS LATER. 14. CONTRACTOR SHALL OCSIGN, CONSTRIJCT AND MAINTAIN ALL SAFITY OF:VICE:S, INCLUDING SHORING. AND SHALL 8£ SOI£/.. Y RE:SPONS/BlL FOR CONFORIIIING TO ALL LOCAL. STA TE AND FEDERAL SAFETY AND HE:AL TH STANDARDS. LA ll'S AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO I..ABOR COO£ SECTION 6705 BY SUBMITTING A OCTA/I.. PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOfflNG THE Df:SIGN OF SHORING, BRACING SLOPING OR 07HE:R PRO'IIIS/ONS TO BE MADE OF WORKER PR01E:C110N FROM THE HAZARD OF CAVING GROUND DURING THE £XCAVAllON OF SUCH TRENCH OR TRENCl-/£5 OR DURING THE: PIPE: INSTALLA110N 1N£REJN. 'THIS Pl.AN MUST BE: PREPARED FOR ALL 1R(NCH£S FIVE: FE£ 1 (5') OR MORE IN DEPTH AND APPROVUJ BY 1HE CITY £NG/NEER AND/OR CONCE:RNE:D AGENCY PRIOR TO EJ(CAVA110N. IF THE Pf,AN VARIES FROM 1HE SHORING SYSTEM STANDARDS £STABUSHE:D BY THE: CONSlRUCTION SAFETY ORDERS. Tl71.£ 8 CAUFORNIA ADMINIS7RATIV£ COD£ TH£ PLAN SHALL BE PREPARED BY A REGIST[RFQ ENGINEER AT 11;iE CONlRACTORS fXPENS£ A COPY OF TH£ OSHA EXCAVAllON P£RI.IIT MUST 8£ SUBMITTED TO THE INSPE:CTOR PRIOR TO EXCAVAllON. 16. NO BLASTING SHALL BE P£RroRM£D UNTIL A VAUD BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION FOR BLASTING PERMIT IIElL IN ADVANCE: OF THE SCHEDtl/JNG OF BLASllNG OP£RA llONS. 17. IF ANY ARCHAE:Of..OGfCAL R£SOURCE:S ARE: D/SCO'@IED WITHIN ANY WORK AREA DURING CONSlRUCllON, OPERATIONS WILL CEASE IMMEDIATE!. Y, AND TH£ PE:RMITT££ IIILL NOTIFY THE CITY ENGINEER. OPERATIONS I\ILL NOT RESTART UNTIL THE: PERM/TT££ HAS RECEJVED WRITTEN AUTHORITY FROM THE: CITY ENGINE:E:R TD DO SO. 18. ALL OP£RA710NS CONDUCTE:D ON THE: SITE OR ADJACENT 1H£RITO, INCI..IJDING WARMING· UP, REPAIR. ARRIVAL. DE:PARTIJRE: OR OPERATION OF TRUCKS. EARTHMOVING EQUA/f:NT, CONsmtJCTION E:QIJIPMfNT ANO ANY OTHER ASSOC,ATED GRADING E:QU/PMENT SHALL BE UM/TED ro THE: PERIOD B£TWEE:N 7~00 A.M. AND SUNSET EACI-I DAY. MONDAY THRU FRIOAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON IIFIKENDS OR HOUOAYS. (A UST OF CITY HOIJDAYS IS AVAILABLE AT THE ENGINE:ERING DEPARTMENT COUNTE:R.) 19. ALJ.. ITT SUE HAUL ROUTES SHAil, BE SUBMITTED BY TH£ CQNTIMCTQR TD TH£ CITY ENGINEF.R FOR APPROVAL ml? FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 20. IMPORT MATE:RIAL SHALL BE OBTAINUJ FROM. AND WASTE MATERIAL SHALL Bf: DEPOSITED AT. A SITE APPROVED BY TH£ CITY ENGINEER. THE CONTRACTOR SHALL Bf Rf5PQNSIRI £ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES QR ADJAC£NT STREETS AS A RESULT Of 1H£ GRADING OPERATION. 21. BRUSH SHALL BE REMOVED ONLY WITHIN .THE AREA TO BE GRADW. NO TRffS ARE: TO 8£ ROIOV£D UNLESS SPECIF/CALLY NOTED ON THE PLAN. 22. ALL ARE:AS SHALL BE GRADED ro DRAIN. GRADING RE:SULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEJI SWALE:S AND DITCHES SHALL HA VE A MINIMUM ON£ PE:RCENT SLOPE. 23. THESE: PLANS ARE: SUBJECT TD A SIGNfJJ AND APPROVE:[) S£:T OF EROSION CONTROL PLANS. EROSION CONTROi. SHALL BE AS SHOWN AND AS APPROVE:D BY THE CITY E:NGINEER OR AS DIRE:CTED BY 11'/E PROJE:CT INSPECTOR. 24. ALL SLOPES SHALL BE TRIMMED ro A FINISH GRAD£ ro PRODUCE A UNIFORM SURFACE AND CROSS SECTION. TH£ SITE SHALL BE l£FT IN A NEAT AND ORDERLY CONDlnON. ALL STONES. ROOTS OR OTHER OEBRIS SHALL BE Rf.MOVU) AND DISPOSED OF AT A SITE APPROVfD OF BY TH£ CITY ENGINEER. 25. ALL SLOPES SHALL BE: lf?RIGA TED, STABIIJZcD, PLANTED ANO/OR HYDROSEEIJID 'MTHIN Tm (10) DAYS OF THE: llME WHEN E:ACH SLOPE: IS BROUGHT TO GRADE: AS SHOWH ON THE APPROVfD GRADING PLANS. 26. LANDSCAPING SHALL BE ACCOMPUSHfl) ON ALL SLOPES AND PADS AS RE:QUIRE:D BY THE: CITY OF CARLSBAD LANDSCAPE: MANUAL. TH£ LANDSCAPING PLANS FOR TlflS PROJE:CT, DRAWING NO. 463-1. AND/OR AS DIR£CTED BY THE CITY ENGINEER. 27. TH£ OWNm/APPUCANT SHALL INSURE: THAT ALL CONTRACTORS SHALL COORDINATE THE: WORK OF TH£SE: GRADING PLANS WITH THAT SHOWH ON BOTH TH£ LANDSCAPE: AND IRRIGATION PLANS AND THE IMPROV£NENT PLANS AS R£QUIR£D FOR THIS WORK IN ACCORDANCE fflTH TH£ LANDSCAPE: MANUAL TIME: R£QUIRf.MENTS. 28. STORM DRAIN PIPE: SHALL BE RFJNFORCED CONCR£1E PIPE: WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PIie MAY BE: UTIUZED PROVIDED DEPTH JS U:SS 1HAN 15 FEET AND BACKF/t.LED fflTH 3/4• ROCK PE:R SDRSD S-f TYP£ •c• ANO PIPE MfE7S ASTM STANOAR() 3034 FOR SOR 35 SOUD WALL PIP£. 29. WHfRE: AN £XJSTING PIPE UNE: JS TO BE ABANDONE:l) AS A R£SUt. T OF TH£ GRADING OPERATION, IT SHAlL BE REMO\f:D 'MTHIN TWE:NTY FEET OF BUit.DiNG OR STREET AR£AS AND R£PLACW fflTH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIPE WllL BE PLUGGf.D fflTH CONCRETE OR REMOVE:[) AS APPROVt:D BY THE CITY E:NGINEER. 30. THE: CONTRACTOR SHALL VE:RIFY THE: LOCATION OF ALL EXISTING rAaLJTIE:S (ABO\IE GROUNO AND UNDER GROUND) WITHIN THE PRO.JfCT SITE SUFFICl£NTtY AHEAD OF GRADING TD PERMIT TH£ R£VJSION OF TH£ GRADING PLANS Ir IT IS FOUND THAT THE: AC1UAL LOCATIONS ARE IN CONFllCT fflTH THE PROPOSED WORK. 31. TH£ CONTRACTOR SHAU.. NOTIFY AFFECTED UTIUTY COMPANIES (SEE: BE:LOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARllNG GRADING NEAR THEIR FACIUTIE:S AND SHALL COORDINATE THE WORK WITH A COMPANY R£PR£SfNrATIVE. UNDERGROUND SERVICE: ALERT SDG&£ PACIFIC Bru. TIME WARNER CABLE: COX COMMUN/CATIONS CITY OF CARI..SBAD(s·nm"'EE""TS"' a, STORM DRAIN) ,C,TY OF CARt.SBAD(SE:~,WATER a, RECLAIMED WATER) "6AN DIE:GU/TO WATER DISTRICT «UCADIA WASTEWATER DISTRICT .VALLECITOS WATER DISTRICT OJVENHAIN WATER DISTRICT <BUENA SANITAllON DISTRICT '"'45 APPROPRIATE 32. PERMIT COMPUANC£ RE:QIJIRE:MF:NTS: ! 800)422-4133 8()())660-7.343 800)892-rn 23 760)438-7741 760)806-9809 760 4-2980 760 -2722 760 33-2650 760 753-rJ155 760 744-0460 760 753-6466 760 726-1340 FDR CONp?QI I fD GRADING -THE: CITY fflLL HIRE A CIVIL ENGINEER, _ SOILS ENGINEE:R, ANO/OR GEOLOGIST TO Gl1'f' TECHNICAL ADI/ICE. OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD 1,1/JNfCIPAL COD£. 33. THE SOILS REPORT TITl.m GEO TECHNICAL UPDATE INVfSTIGA TION, PROPOSED CARI.SBAD FIRST RESPONDER'S JOINT-USE TRAINING rACIUTY. PREPARED BY UJGHTON AND ASSOCIATES, DATED SEPT 4, 2001 ANO UPDATED JULY 21, 2008, SHALL BE CONSID£RED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE: DONE IN ACCORDANCE WITH THE RE:COMMENDA TIONS AND SP£:CIFICA TIC/NS CONTAINID IN SAID S0/1..S REPORT. 34. BAS£D ON TH£ GEO TECHNICAL IN'l/£STIGA TION R£F£R£NC£D ABOIIE; "IJNCONTROl..l£D NONSTRUC11JRAL ARTIFICIAi. FllL WAS Pl.AC£[) DURING TH£ 1985 ROUGH GRADING OF TH£ SITE'.. IN ADOfTION, POTmTIALL Y COMPRE:SSIBI£ TOPSOIL/COI.LUVIUM WAS UTT IN Pl.AC£ AND CURR£N71. Y UNOERUES THE: UNCONTROl..l£D FILL IN VARIOUS AR£AS. TH£ IJNCONTROl.l.£D FILL, TOPSOIL/COLLUVII.JM ARE: CONS/OCRID POTENTIALLY COMPRESS/Bl..£ IN THEIR CURRENT STATE AND 11'/U. RE:QUJRE: COMPLETE REMOVAL TO COMPE:TENT FORMATIONAL MATE:RIAL IN AR£AS OF PROPOSED S£TT!£MENT SENSJTIVE IMPROVEMENTS.• SE£ THE: GEO TECHNICAL IN'IESTIGA TION FOR FURTHER INF'ORMA TION AND RECOMMENDATIONS. EROSION CONTROL NOTES 1. IN CASE: E:MrnGfJICY !!ORK JS RE:QUIRET), CONTACT PA TRICK VAUGHAN AT (760) 802-7321 2. E:QIJIPME:NT AND WORKERS FOR EJ,!£RGE:NCY WORK SHALL BE MADE AVAILABl.£ AT ALL TIMES DURING THE RAINY SEASON. ALL NECE:SSARY MATERIALS SHN.L. BE STOCKP/Lm ON SITE AT CONV£NIENT LOCATIONS TO FACIUTATE RAPID CONSTRUC110N OF TEMPORARY D£VIC£S WHEN RAIN IS EMINENT. .J. D£VIC£S SHOWN ON Pt.ANS SHALL NOT 8£ MOVE:o OR MOl)IF/fD WITHOUT THE APPROVAL OF THE PROJECT INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE: ALL EROSION CONTROL DcVICE:S TO WORKING ORDER TO TH£ SAT/sr:AC110N Or TH£ CITY ENGINEER AFTER E:ACH RUN-OFF" PRODUCING RAINFALL. 5. TH£ CONTRACTOR SHALL INSTALL ADOITIONAL £ROS/ON CONTROi.. ME:ASURE:S AS MAY BE RE:00/RED BY THE CITY ENGINffR DU£ TO UNCOMPLETm GRADING OPERA llONS OR UNFORESE:EN CIRCUMSTANCES WHICH MAY ARIS£. 6. THE: CONTRACTOR SHALL BE RE:SPONSIBlL AND SHALL TAKE: N£CE:SSARY PRE:CAUTIONS TO PRf:VfNT PU8UC TRE:SPASS ONTO AREAS WHERE: I/JPWNDED WATERS CREATE A HAZARDOUS COND/llON. 7. ALL EROSfON CONTROL !EASURE:S PROVIDED PER THE APPROVED GRADING Pt.AN SHALL BE INCORPOIMTED HEREON; 8. GRAVID AREAS AROUND TH£ PROJECT PE:RIM£T£R MUST DF?AIN AWAY FROM TH£ F'AOC OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTl\'E DEVICES SHOWN SHALL BE IN Pl.AC£ AT TH£ END OF E:ACH WORKING DAY WHEN TH£ FPV£ (5) !MY RAIN PROBABIUTY FORECAST FXCfIDS FORTY PERCENT (40%). SILT AND 01HER DEBRIS SHALL BE RE/t/OVfD AFTER E:ACH RAINFALL. 10. ALL GRA~ BAGS SHALL BE BfJRI.AP TYP£ ffl1H 3/4 INCH MINIMUM AGGRE:GRATE. 11. SHOUtJJ GERMINATION OF HYDROSEED£D SLOPf:S FAIL TO PROVIDE: E:FFECTI\£ COVERAGE: OF GRADW SLOPES (90% COVERAGE.) PRIOR TO NOVE:MBE:R 15, THE: SLOPES SHALL BE STAB/UZED BY PUNCH STl?AW INSTAl.l£D IN ACCORDANCE 'M1H SECTION .35.023 OF THE: EROSION AND SEDIMENT CONT/?OL HANDBOOK OF 1H£ DEPARTMENT OF CONSERVATION. STATE Or CAUFORNIA. STORM DRAIN NOTES t. ALL CATCH BASIN /N1.ETS SHALL HAVE: STENCl!.ED "DRAINS TO t.AGOON NO DUMPING" EJ(CE:PT FOR CATCH BASINS WHERE Fl.OMS ARE GOING TO SOE?. TEMPORARY EROSION CONTROL. PLANTING AND IRRIGATION ALL Pf:RMANENT AND TEMPORARY EROSION COWTROL Pl.ANTING AND IRRIGATION SHALL BE INSTALl.£0 AND MAINTAINE:D AS R£QUIRE:D IN SECTION 212 OF THE STANDARD SPE:CIFICA TIONS AND 1HE FOl.1.0WING: A. H~Dff05EED/tvG SHALL BE APPUID TO: 1. ALL SLOPES THAT AR£ GRADW 6:1 (HORIZONTAL TO VERTICAL) OR SJW'!R 'lfHEN THEY ARE:: a. Tl-IRE:£ F1IT OR MOR£ IN HfJGHT AND ADJACENT ro A PUBUC WALL OR STREET. b. ALL SLOPES 4 FEET OR MOR£ IN HfJGHT. 2. AREAS GRAVID FlAm:R 'THAN 6:1 WHEN ANY OF THE: FOLJ..OfflNG CONDITIONS EXIST: a. NOT SCHE:DUtED FOR IMPROV£NENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE: PARKS AND RE:CR£A TION DIRE:CTOR AS HIGHLY VISIBLE TO THE PUBUC. c. HA\IE ANY SP£:CIAL CONDITION /D£NTIF1E:D BY TH£ CfTY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSffDE:l> ARE:AS SHALL BE /RR/GA 1E:D IN ACCORDANCE: ffl1H TH£ FOLJ..OWING CRITERIA: 1. ALL SLOPE:S THAT ARE GRADE:D 6:1 OR STE:EPER AND THAT AR£: a. 1HR££ TO EIGHT FEET IN HEIGHT SHALL BE: IRRIGATED BY HAND WATERING FROltf QUICK COUPWIS/HOSE: BIBS OR A CONVENTIONAL SYSTEM OF LOW PRE:CIPITA nON SPRINKLER HE:ADS PROVIDING 100% C011£RAG£. b. GREATER THAN 8 FlIT IN HfJGHT SHALL BE WATERE:D BY A CON\f:NTIONAL SYSTEM Or LOW PRECIPITATION SPRINKLER Hl:ADS PROVIDING 100% COV£RAGE 2. AREAS SI.OPE:[) LESS 11'/AN 6: 1 SHALL BE: IRRIGATED AS APPROVED BY THE CITY E:NGINEIR, PRIOR TO HYDROSEEDING. TH£ D£',ROPEJ? SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE: CITY ENGINEER. THE: PROPOSAL SHALL BE: SPE:CIFIC REGARDING THE NUMBERS, TYPE:S AND COS1S OF THE: El.EMENTS OF THE: TH£ PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN TH£ MOISIVR£ L£\IEI.. OF THE SOIL AT THE OPTIMUM 1.£\IEL. FOR 1H£ GROWTH OF THE: HYDROS£ED£D GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF TH£ FVLJ..O'WING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lb& PER ACRE: OF ROSE CLOW b. 20 lt,9. PER ACRE OF ZORRO FESCUE: c. 3 lbs. PER ACR£ OF E SCHOOL CIA CAl../f"ORNICA d. 4 lbs. PER ACR£ OF ACHll.1.£A MIU£FOUA e. 3 lbs. PER ACR£ OF AL YSSUM (CARPE:T OF SNOW) f. 1 /2 . lb. PER ACRE: Or DIMOF?PHOL£CA g. /TENS c.d.e. AND f OF 1HJS SU85£CTION MAY BE OMITTED ON LOCA TIO/VS WHERE: TH£ ARE:A 8DNG HYDROSEIDE:D IS NOT VISIBLE FROM EITHER A PUBUC STREIT OR R£SIDEN llAL STRUCTURES. It. /TfJ,/ a OF THIS SUBSECTION MUST BE INOCULATED IWTH A NITROGEN FIXING BACTERIA AND APPUE:D DRY £/1HER BY DRILUNG OR BROADCASllNG BEFORE: HYOROSffDING. I. ALL S££D MA TE:RIALS SHALL BE TRANSPORTED ro THE JOBS/TE IN UNOPENE:D CONTAINERS l'IITH TH£ CAUFORNIA DEPAR7MENT OF FOOi) AND AGRICULTURE Cf:RTIFICAllON TAG ATTACI-IE:D TO, OR PRINTED ON SAID CONTAINERS. - j. NON-PHYTO-TOXIC Wf.mNG AGE:NTS MAY BE ADD£D TO THE HYDROSUl) Sl.UF?RY AT THE: DISCRETION OF THE CONTRACTOR. 2. TYPE: 1 MULCH APPUE:D AT TH£ RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYP£ 6 MULCH (STRAW) MAY BE SUBSTITUTED, AU.. OR PART, FOR HYDRAUUCALLY APPUm F1B£R MATERIAL WHEN STl?AW JS USED IT MUST BE: ANCHORED TO THE: SLOPE: BY ME Cl-I AN/CALLY PUNCHING NO LESS THAN 5C% Or 1H£ STRAW INTO TH£ SOit.. 3. FE:RTIUZER CONSISllNG OF AMMONIUM PHOSPHATE SULFATE. 16-20-0, WITH 15% SULPHUR APFl/ID AT THE: RA TE OF 500 lb& PER ACRE. D. ARE:AS TD BE HYDROS££Dm SHALL BE PRE:PARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE: PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SI.OPE:S S1FTPER THAN 6: 1 b. HARROWING ARE:AS 6: 1 OR FLA TT£R THAT ARE: SUFFTaENTL Y FR/ABI.£. C. RIPPING AREAS 'THAT mu.. NOT BRE:AI( UP USING ITEMS a OR b ABOVE. 2. CONDITIONING TH£ SOILS SO THAT IT JS SUITABLE: FOR PLANTING BY: a. Al)Jt.JSTING THE SURFACE: SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED 8£1). b. THE: ADDITION OF SOIL AMENDMENTS, PH AD.NSTME:NT, LEACHING COVERING SAUNE: SOILS TO PR0Vlf)£{) VIABLE: CONDITIONS FOR GROYffH. £. HYDROSEEJm ARE:AS SI-IALL 8£ MAINTAINED TO PROV/DE: A VIGOROUS GROWTH UNTIL TH£ PROJE:CT IS P£RMANEN7L Y LANOSCAP£D OR, FOR ARE:AS M-1£R£ HYDROS£EJ)/NG IS THE: PERMANENT LANDSCAPING, UNTIL 71-1£ PROJE:CT IS COMPLETED AND ALL BONDS REl.EASED. SEWER NOTES 1. Sf:WE'/? MAI/I/ AND APPURTENANCE:s SHALL 8£ CONSTRUCTED IN ACCORDANCE: 'MTH THE: •etTY OF CARLSBAD E:NGINE:ERING STANDARDS (LATEST EDITION). VOLUME: 1-GENERAL DE:SIG/1/ STANDARDS, CHAPTER 6-DE:SIGN CRITERIA FOR GRAV/TY SE:W£R LINES ANO APPURTENANCES. ANO VOLUME 3 -STANDARD DRA'M/1/GS AND NOTES AND TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST fJ)/TION (GRE:F:N BOOK). 2. THE: CONTRACTOR SI-IALL 08TAJN AN EXCAVATION PERMIT FROM THE: DIVISION OF INDUSTf?IAL SAFITY BEFORE ANY E:XCAVATION AND SHALL ADHE:RE: TO AU.. PROVISIONS OF THE: STATE CONSTRUCTION SAF'E:TY ORDERS. 3. BEFORE: ANY C0/1//1/E:CTION TO THE: DISTRICrs £)(1STING SYSTEM. A PERMIT SHALL BE 08TAJ/I/ED FROM THE DISTRICT. IT MUST BE SIGNE:D AND APPROVED BY TH£ DISTRICT'S ENGINE:ER AND StJPE:RINTE/1/DE:NT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PU8UC RIGHT OF WAY. A CfTY RIGHT OF WAY PE:RMIT SHALL BE RE:QUIRED. 5. THE: CONTRACTOR SI-IALL NOTIFY TH£ CfTY OF' CARLSBAD E:NGINEERING INSPECTION 48 HOURS PRIOR TO THE BE:GIN/1/ING OF CONSTRUCTION. (TE1.EPHON£ NO. [760] 438-3891) rr II C/l I PROJE:CT £X P/4 II I f-'\.r-• -r 20· I I II I --.... I _uzr 2% I zr -:::>.-~ -.,.,.,-I ------ TYPE "G" CURB AND GUTTER 4• AC 0/I/ 6 • (80TH SIOE:S) CL 2 AB ORION STREET rr II N. T.S. (E:XISTl/1/G SE:CTION) C/l I 5.5' PROJE:CT E:x P;?. II • I f-'\.r- 14' 14' I [" :.5' ,_: 2% II 2% zr "~.,........ .,/ ~~ 7~== --== :;:=:;:::::::: == = ~ SIOE:'NALK TYPE: ·c· CURB AND GUTTER (8071-1 S/OE:s) WATER NOTES 4" AC ON 6" CL 2 AB ORION WAY N. T.S. (E:XISTI/I/G SE:CTION) 1. WATEF? k RECYCt.£D WATE:R MAIN AND APPURTE:/1/ANCE:S SHALL BE CONSTRUCTED IN ACCORDANCE: WITH TH£ "CITY OF CARLSBAD E:NGl/1/ITRING STANDARDS" (LATE:ST EDITION) VOLUME:S 2 k 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM "TN£ DIVISION OF INDUSTRIAL SAFE:TY BEFORE: ANY EXCAVATION AND SHALL PROVIDE: PROOF OF OSHA NOTIF'/CATION AND SI-IALL ADHE:RE: TO ALL PROVISIONS OF' THE: STA TE CONSTRUCTION SAFITY ORDE:RS. 3. BEFORE: ANY C0/1/NE:CTION OR SHUT DOWN OF VAL YES 0/1/ E:XIST//1/G C.M. W.D. UNE:s, A PERMIT SHALL 8£ OBTAINE:D FROM THE: C.M. W.D. OFFICE AND MUST BE SIGNED ANO APPROV£D BY THE: CITY OF CARLSBAD'S DE:PUTY CITY E:NGINE:ER AND THE: UTIUTY OPE:RAT/ONS' PUBUC ltl:JRKS MANAGER. 4. A PRE:C0/1/STRUCTION CONrfRE:NCE ME:E:TING SHALL BE HELD A MINIMUM OF 7 OA YS BEFORE: CONST/?UCTI0/1/ BE:GINS. TH£ CONTRACTOR SI-IAU. NOTIFY THE CITY OF CARLSBAD ENGINE:ERING I/1/SPE:CTION 48 HOURS PRIOR TO BEGT/1//1/1/1/G OF CONSTRUCTION, m.E:PHONE NO. (760) . 438-3891 FOR SCHE:DULING. _ 5. Tl-IE CO/I/TRACTOR SHALL NOT/FY THE: CfTY OF CARLSBAD E:NGINE:ERING 1/1/SPF:CTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPE:CTION MAY BE: PROV/D£D -TELE:PHONE: NO. (760)438-J891. 6. NO 7R££S OR STRUCTURES SI-IALL BE: ALLOltro IN TH£ WATER UN£ EASEMENT, ALL E:X/S11NG 7R££S AND STf?UCTURE:S SHALL BE: R£MOV£D PR/Off TO COMMENCE:MENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE: 'M?ITTEN PERMISSION FROM THE: DISTRICT ENGINEER. 7. AU. BURIED COPPE:R PIPING AND APPURTE:NANC<.S SHALL BE PROTECTED BY ME:ANS OF CATI-IODIC PROTECTION. Ir A SOILS TEST REPORT DEMONSTf?ATES THAT PROTECTION CAN BE: PERFOl?MED IN ANOTHE:R MANN£R. THE: DISTf?ICT E:NGINE:E:R ll'IU. CONS/OCR AN ALT£RNA TIYE' FORM OF PROTECT/ON • 8. THE D<ACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE: OF MA1E:RIALS OF Tl-IE F'/RE: LINE: LOCATED BETWEEN THE: DE:T£CTOR CHECK VALVE' AND BU/WING SHALL BE: DCTE:RMIN£D BY THE: CITY OF CARLSBAD FIRE: MARSHAL 9. AU. POTABtE WA1ER AND RE:CYCLE:D WATE:R SERVICES SHALL 8E SfZEI) AS SHOWN ON PLANS. 10. ALL WATER METER 80X£S SHALL 8£ 1r X 30" X 12" PO!..YME:R CONCRITE: AS MANUFACTURED 8Y ARMORCAST OR E:QUAL 11. MINIMUM SPACING BE:raa:N POTABLE: WATE:R LATE:RALS AND S£ll£'R SERV/CE:s SHALL BE 10 FEET. 12. THE: TOP OF WATER ME:TER BOXE:s SHALL BE FLUSH WITH THE: F1N/SHE:D SURFACE GRADE:. 13. CONSTRUCTION OF WATER MAINS ANO RECYCt.£D WATER MAINS SHALL ADHERE TO TH£ "CFl'l1£RrA FOR Tl-IE: SEPARATION OF' WATE:R MAINS AND SANITARY SE:WERS" PUBLJSHfJ) BY THE STATE: OF CALIFORNIA'S OE:PARTME:/1/T OF HEALTH SERVICE:S. 14. AXIAL OffiE:CTI0/1/ AT THE PIPE: JOINTS ARE: NOT ALLOW£D. THE USE OF' A HIGH-OE:FLE:CTI0/1/ COUPLING AT A PIP£ JOINT MAY 8£ PERMITTED 8Y THE INSPECTOR ON A CASE SY CASE: BASIS NOT 70 £XCffD 4 OE:GRE:E:S roTAL DffiEC'T10/I/ P£R COUP/.J/IIG (2 DE:GRE:E:5/EACH GASJ<E:T). USE: CERTAI/I/T££D "V//1/Yl-lRON'" H.D. FOR C900. .. " • f- -' :) CD (/) \\ <( w • ~ .....,.,...,... .... DRo\ai &i I!! " ~ i ~ f:l " ~ II! ~ " ~~ ii ~ ~s ~ l . ~ ~, i=: -..I -u .. ., ... "' I ... ~ 0 ..... 0 N < 0) u.. < C, (.) z --"O z cu -.0 ~ 1h -.. I-cu a:: (.) UJ >-O cu z 3= 0 C ll.. 0 "' -UJ .. a::o 0 I-C0 "' It) a:: N -u.. 1:mg.f Oetelliaf-13,, 2009- 413001Nl01.dwg ....... 1107570 ...., C-2 Cl) :::::! ~ ~ ~ "<:C ~ i-.;: ~ fsHEETl. CITY OF CARLSBAD ~ L!_l . ENGINEERING DEPARTMENT _ ~ CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY NOTES AND DETAILS APPROVED WIWAM • °' "MMER .,_? .. _,,,, .,,,,--?,,,_ a~ ~ DEPUTY CtTY ENGINEER" P£28176 EXPIRES J/J1/10 ~!~ DWN BY:~ I PROJE_ c_ T N. o. [ DRAWING NO. CHKD BY· JLH RVWD BY; SLM ',C.!11. , _ 463-1 ~ ~ C b C ~ { ~ 0 (~ ~ t ·r f • -C " ~ r ~ . c NOTE: PROPOSED STAIRS PER ARCHITECTURAL PLANS PROPOS£D BUILDING EB GRADING DETAIL SCA/.£: 1•-10' ROtOVE PORTION OF· BtOCK TO ALLOW FLOW CMU BLOCK sl1t SCREEN WALL P£R ARCHITECTURAL PLANS CMtl Elt..OCK OPEN FAC£D WEIR WALL 346.65 Fl. 48" HDPf: CMIJ Elt..OCK OPEN FACED ®SITE WALL OPENING DETAIL -NOT TO SCALE 18" HDPE SECTION A-A B -\ 48" HOPE A _.--1 INLET SECTION B-B .38 WEIR CREST 346.48 Fl. 8""8" LOW Fl.OW OPENING 36" MOPE INLET NOTE: WEIR STRUCTURE TO BE CONCRETE 18" HOPE 346.45 Fl. 0, - SECTION c-c 347.65 Fl. 36" HOPE 5 PVr 6" CURB AND GUTTER TYPE "G" ENT INLFJ 1.30 , 90 OUT . ~= - 351 .. U F'S r \ \ \ \ \ I \ \ I \ I \ I \ \ J --- / ~ F"- EB UNDERGROUND DETENTION OUTLET STRUCTURE DETAIL 35 /C=FS EB NOT TO SCALE 18" MOPE I i OUTLET i i Fl. 345.50 I ! l . l I I A L 18" HOPE A _J MODIF1ED TYPE "A-4" C.O. PER STD. Di,\'.;. 0-9 4.8" WEIR AND 8" ORIFICE TOP OF BOX EI.£V = 347.80 D.4' 4.8" WEIR El.£V = 346. 7D 1.J---8" ORIFICE 345.50 Fl SECTION A-A ABOVE GROUND DEi ENT/ON OUTLET STRUCTURE DETAIL NOT TO SCALE F1..+0.7J' FL+0.13' ~ -.. JI . . . ··. .. . .... : .·· ..... ·-... -:,·r--i'XJN, ·: .••. _. . • • . , •.• •. , • -~ CRETE S£C110N PER SHEU C-9 Fl. PER PLAN PRIVATE PCC SWALE NOT TO SCALE EB GRADING AND DRAINAGE DETAIL SCA/.£: 1"=10' I!! ~ ;§ 0 • I- -' ::::) CD 36" HOPE PIPf: O PVT ~ A-5 C.O. (/) 11 <( 21 LF RIM 354.45 1£ 347.78 36" IN --~~=~1 1£ 347.75 48" OUT • C STA 2+52. -Pvr MODIFIED TYPE A-6 C.O. WITH WEIR WALL X 8'. Y-6' RIM 354.03 18" RCP PIPE OUTLET 48" HOPE PIPE O 50 LF \ \ \ 36" HOPE PIPE 0 16 LF \ \' \ \ \ \ 45• FITTING \~ ,·, \ \ \ \ \ \ \ ,3_00· 45• Fl P TYPE: G-1 C.B. W/ FLO-GARD PLUS INSERT RIM 353.92 ---- \ -=---- "' ,. * ~ ~ I'! Ci ~ ~ z ~1 . ~ ~ ;; ~0 ..J ... -c:, (.) N < 0) LL<( C) (.) ~: ·t •i ~ 0 "' 0 " z -,_ -"O Z ca ttl -.0 ~.!? ~ I-:u ... Ir 0 .. "' 0 % ~ > "' "' a:: (.) ::::! I.LI >-~ ~i LU Oc Q Q. 0 u, -I.LI ... a:: 0 ... g :56" HOPE PIPE 0 41.17 LF \ \ \ \ 0 It) 0:: N - PVr TYPE A-5 C.O. RIM 353.60 IE 348.82 J6" IN 1£ 347.82 48" OUT EB W/ JENSEN PRECAST VAULT COVER (STY!.£ ES SERIES 44) \,::,' }( ,,. t:"n C) TREATMENT INLET RIM 354.4.J ~E 350.93 OUT __l-- LL ............... RIM 353.86 _--,,.,,::: ...--'_E: 349.40 18• IN \ r ( -~- \ (E: 349.03 24• OUT IE: 349.03 36" OUT DETENTION BASIN/CONFINED SPACE PROP DETAIL SCALE: 1 "=10' . . NOTE:-CONTRACTOR-ro PRO'AOC ~A\IR BACKFIU. OVfl\' HOPE: PIPE 'MTHIN DETENTION AREA/CONF'INED SPACE PROP PER PIPE MANUFACTURER'S RE:COMMENDATIONS FOR SHALLOW PIPE. ---4130010Tl>tdw!J ., ......... (/') 1107570 ,.. E """' ., C-3 Cl.. .. . , SHEET 11 · CITY o F CARLSBAD, I SHEETS r 10 _ ENGINEERING DEPARTMENT . . 248 CARLSBAD.JO/NT FIRST RESPONDER TRAINING FACILITY DETAIL SHEET APPROVED ~WAM,...t,,,_!;LUMMER .;..7_ -• ~ ~ . o~/4~ DEPUTY CITY ENGINEER PE2B176 EXPIRES J/Jf/ll)OA uWN BY:~ , PROJECT NO. I DRA~~G 1 NO. CHKD BY: JLH , --·,. _,_,_ RVWD BY: SLM _ __.,.. \ l---- NEW 15' So.NrrARY SEWER LINE I 2.0· I 10.4' OVERALL DIAMETER 0 5" ----ORAP!IlC SCALE5' 1 o· 1 o· I " " ,,. ,,. ,. """ I • """ I I I I ' I ' ' I I I , I I 1. , 1 2 3 4 5 6 7 , 10 11 12 13 14 15 -I 24" [-2.0' ,;._-+----35.0'-------------r 11.0' LONG EACH HALF ROUND ANCHORS 24"WIDE X 1 'L' THICK 3 REQUIRED ON BOTH SIDES OF TANK KEY LITT LUG (n) ANCHOR STRAP l' DOOMAN 1~s~ 4%,e=·f i SECTION A-A NOT TO SCALE &WARNING -DEADMAN ANCHORING SYSTEMS APPLY ONLY TO LOCATIONS WHERE GROUND WATER Will NOT RISE .ABOVE "SPRING LINE:'. -MINIMUM SOIL DEPTH ABOVE TANK, WHEN USING DEADMAN ANCHORS, IS 2 FEET. -CONFIRM ANCHOR SIZE AND TYPE ON "ANTI-FlOATATION ANCHORs" DETAIL DRAWING. [I] NOT USED ~ WATER LEVEL GAUGE. FlOAT ACTUATED ~ ff' STUB TO STORM INLET Fl=349.50 AT CONNECTION TO TANK [1] PEA GRAVEL OR CRUSHED ROCK "CHIPS" TO BED, SURROUND, AND COVER THE ENTIRE VESSEL ~ if' FlANGE mJ ff' P.C.C. SLAB WITT-I !15 BARS ON 16" O.C.E.W. REINFORCEMENT TO BE PROVIDED DIRECTLY ABOVE TANK. [1] (8) ANCHOR STRAP LOCATIONS ml 12"1'1 GALVANIZED STEEL RETURN PIPE [ID 24"111 MANWAY WITH 48" MANWAY EXTENSION [g 15' FlANGE FL=348.50 [j] ff' OVERFLOW LINE ~ BAmE PARTITION ~ D~DMAN ANCHORS WITH 3-#5 BARS Bl GEOTEXTILE FABRIC OVER GRAVEL ~ NEENAH ROUNO MANHOLE FRAME, BOLTED LID 1YPE R-6460 SERIES [§ 28' MANWAY LID [11 12" BASE ff]! PIPE SUPPORT WITH FlANGE 10 BE BOLTED 10 PAVEMENT [i] FLOAT VALVE WATER INLET CONTROL 2" IRRIGATION LINE gg AND STUB. SEE IRRIGATION PLANS FOR CONTINUATION. DalVERY OF YOUR FIBERGLASS TANK 1. G.C. must inspect lank and sign shipping documen1s upon clallvefy. 2. G.C. i. t espons,ble for rigging and of!load in a safe and flmely 111111 n"". 3. Always lift ...... 1s ftom aoow, rigging to an designated lifling 11,gs provided. 4. Neve,-wrap chain or sleel cable arottnd a lank in ortler lo ffll It. 4. Neve,-ffll r,rrytankfrom bel!Jwwl!h a fork truclc or loader b!lcltet 6. Always use a spteede, beam lo properly rig and handle large .....,ls. 7. hi tptoµe, rigging angles maydes!my 1he flfllng 11,gs catlSlng lnj,lry and <lat,,__ 8. Always use opposing tag rines lo control a lank while in the air. I EmPORARY STORAGE OF 'VESSELS AT THE JOB SITE 1. Set FRP!anlcs or," let,ijXna,yffat bed of soft so,lor backflll -1. 2. Chock In place wl!h rubber fires and rope down If high -are ltkely. 3. Neve,-n,~ a lank Into position""" rough orl!ozen gn:ttmd. STANDARD STABLE SOIL SITE REQUIREMENTS 1. Soll bearing must be at least 2000 lbs. I SQ. fl (consult geoleclw 1ical engineer~ 2. Soil cohesion must be at least 500 lbs. I sq. fl forV8l!fcal •ide waff lnlegrfty. 3. Bacl<slcpe or bench walls per OSHA 1926.650/P g,,idellnes for sfabmty and exeavafio1t safety. 4. If site may be subject to saaoo, ,al or unpred"idable ground water, do consider: • Using deadmm, anchors or a relnforced E1flChor slab. • hkialfing" tsnk bed t1tidetdreib ground 'NBlercolleclion I disc/ta,ge pipe. TANK BEDDING AND BACKFILL MATERIAL REQUIREMENTS 1. Gravel bacldffl medltJm must totally bed, surround, and C<M!l'the entire"""""'- 2. Backfill must be cieen, d!y, screened and washed agg1egate. 3. lnd"rridusl particies may mnge ftom 118 to 112 inch In size with minlmalfines. 4. Aggregate m.tst be stnJcrurally sound and weigh at least 95 lbs. I cu. ft. 5. Materials customarlly used are na!ural '"pea gr,wer or crushed l0Ck "chips". 6. Never use soil, sand, n,ad base, slructural fin. or cntslterflnes as backflll. 7. Appto.ed gravel mast consist of clean, na!urally roundE<I aggtegale ,.m, a mix of particle sizes not lass than 118" or more lhan 1/Z". 8. Appi ovecl crushed stone or crushed gravel must be washed wl!h angular particle oize not lass 1han 1/4" or more than 1/Z". 10. No more than 5% may pass 1he 118 sie\oe. Illy stone/gravel must be sound with a minimum of 95 pounds per cubic fool BURY DEPnlS FOR DARCO FRP TAI'<" DESIGNS 1. Maximum OOtl cover depth Is 5 i,,.,t for lanlcs wilt, Sia, Ria, d wall thickness. 2. Deeper bury deplhs require addlllonal structure and lank wall !hticid:lm1 """- 3. Mlnimttm depth ll!qtlires burial to "spring line" with h IOullcfed ""'8r such !hat 1he bottom ha" of the tank Is fully cradled Into 1he exoavallo,1 lor oupport. flOLE SIZE ANu WORNNG CLEARANCE FOR BACKFILL WARNING: Review OSHA 1926.650/P EXCAYAllONS 1. Allow for 12 Inches of bedding rriale, lal balow each """""'· 2. Allow a minimum of 18 Inches ftom lite lank lo 1he exce,allo,1 ""lls. 3. Clea, at ices wm need to be Increased to acwt, 111 IOCl'ate any ancm system. 4. Follow OSHA 1926.650/P open trencll oxca.a!k>, safety guidelines when irtsfalllng tanks. FULL BURY INSTALLATION PROc.1:DURE 1. Follow Dart:o "F1bet glass Tank lnslallation Manuar provided with your ortler. 2. Pm,ide 12 inch mlnimlim bedding""" son or anchor slab below tanks. 3. Rig and place tank Into p,epa,ed exoa,aliott. 4. When pradk:al, acid 10% water ballast lo stabilize the tank during backfill. Burial may be clone clly (wllhotJt water~ 5. Apply backfill In tmlrorrn layers or llfls no more than 12 Inches deep. 6. Hanel probe under and around !he .....,1 after each 1llt as illuslratecl. 7. Backfill with approved gravel until lank Is totally covered and no longer visible. 8. Overlay lite enllrb exposed gravel surlace with geotexOle fabric prior-lo oon cover. 9. Replace soil only as top 1ffl and mound final cover-5 foot mmc!mum depth. 10. Fill lank with water h tril i€Cllalely afl,,r backfill is Cffl1J)lete lo avoid ffoolallon. 11. Secure !he""'' ,wa, v.Nf'!r at aff times lo clistourage children and vnnclals. 12. ReYiew !he iflusb alion ; , i11slallatio11 g,,icle depJcting 1he probing PIOC E "· •Probeloolisa314 inchme/B/ pipe-41t> 5feetflx,g wltl1tee-and f/-.,,,,J 6p It> more easily peneftale deep mlo the gravel beckfit/. •No-orai1 poc/<els u"'f exisltmdertsnk beflyforp,oper""Pl)Olt. •Probe fholbtJl]ht,, litJm 4 o'cfocklt> 8 o'cfook posltfonsfn,m bollt sMes. •Probedeep/y, brJttwOld-!amping, wlrlch meydf8fmt,tfte lank. •IIIAPOrrTANTSe{ectbaclrflll,,..,,.,.,,mast«AnplelWy,,.,_.and encapsu/afe/l>e---• onll/lsfdet, and--sud,lfJatthe- /s no Tonger- ,... (§J'NDERGROUND DRAFT/IRRIGATION · TANK PLAN VIEW SCALE:: 1" =10' • OPT10NAL AIITI-FLOATATION AN'CIIOR DETAILS When FRP !anlcs are Stlbjecl lo known high grru,d water -aeated by ripari,,i, locallo,!S, heavr ""'"' ,al M1 otf, na!ural springs, tidal ell'ecls, etc. 1. Follow lnslallallon ""'"""' carefully I call Dart:o for -In such cases. 2. Form and lnslaff deadrneft or a relnf0roed anchor slab below 1he """""'- 3. Uoe designated !!!rar,, locaffo,ts, snct,o, fldtdware, and irtslallaffon procedure. YE!mNG, WEEPTUBES,AND OVERFLuW kSSEMBLIES Aff Darno lank s,slems ,""51 be~ly venled to 1he almosphem lo awld potet ,llally destructive V8Ctlllffi or l)l8SStll'e eondlllons in9lde lite storage .....,1. 1. Theventdla11 .. 1e1 n.us! match or""""""!he la!ges!plplng In lltelank sysletn. 2.A 6 inch lnlemal alr,ipace must bem,,i,,!alited at1hetopofaff oessels. 3. 0...rffow piping must be sized Iv ax:otiHitcJdale highest flow rale an!Jcipaled, 4. A weep lube will maintain pmperairspaoe ifwaterlsdel!vered by tank !ruck. TRAFFIC SLABS FOR HEAVY VEHICLES 1. Follow lnslallaffon """""1 ce, erully and ceff Darno if you have questions or WIC6111S. 2. ObseM, lite pmper beddlff depth m:,m lank lo slab, based on 1he lank diemeler chart 3. Select backfilf must be used exolUslvely-no son may be replaced beh.wn !he tank and the bottom of the COIICl6te ~b on grade, 4. Trafflc slab must be '"Pf"'ope_.,!y n,btfoiced, and of oom,ct 11tlckness and slret tglti. NOTE: SPECIFIED TANK DESIGN IS 9ASED ON TANK AND ACCESSORIES t'ROVIDEI> BY DARCO l!IICORPORATED. SUBJECT TO COMPLIANCE wmt REQUIREMENTS, MANUFACTURERS OFFERtNG EQUAL PR0DUC'TS Wft.L BE CONSIDERED. "' ~ • I--' :::, CD (/) ii <( ~ • !!I ~ .....,_ ,lH "' ~ " m " ~ !I! ~ w ~ " 11 ,. J!: a " ~1 a i ,. f!I ~ ii ~0 ...I ..... 0~ < 0) tL < (!) 0 z --'0 Z CG ~i I-:; a:: 0 w >, 0 CIS z 3: 0 C: a. 0 fl) .: wo a:: 0 -I-U) th I() a:: N -II. l:®JY Oetoha-1~2009 41300TDT02.dwg --1107570 """ C-4 fSHmlj CITY OF CARLSBAD 11 SHEETS I ~. ENGINEERING DEPARTMENT . 248 CARLSBAD JOINT FIRST RESPONDER TRA/NlfVG FAC/LfTY DETAILSHEET APP~~':D Willi. 'AM~UMMER ~-1',, • ' DEPUTY C11Y ENGINEER PE 28176 EXPIRES J/31/10 o/.~ DATE DWN BY:~ I . PROJECT NO. CHKD BY: JLH RVWD BY: SLM ,3w8E,-. I DRAWING NO. 463-1 c.n :;; 0 rt> :E rt> rt-G) "4 ~ 0 .i::,. -m 1V w ' .i::,. "4 ():) . ,-, -+-------E ., - , ' I I l'!i-1---------iil I ' I \ \ I I I \ I ' ' I ' 0 "' = I .., O> I m I -i. I , ------ I 36.61 ,, ~ ... , ,, ,~ 0 L ___ J PORl'lON Of" LOl' •B• APN 209-050-26 : 1995:577.3B £: 6250266.01 r" \ \ \ \ \.. .I : 1995285. 60 · 6250269.62 N: 1995122.ifs--,_ , : 6250223.97 -.~;_\.,;'-~~ ' \ - ... ' ' ••••••••••••• ,rr,r,. □ ----N: 1995389. 7. £: 6250466.01 __ \_:1:,.1--, N: 1995.339.1B ~-. E: 6250448. 9B N: 1995279.25 £: 6250451.83 N: 1995248.27 £: 6250410.52 - N: 1995217.23 £: 6250465.28 ---------------R ------"'78°J.2'3f!W 1 \ 'I" "' o. • ~•J> '-....__N: 1 5 76.11 E: 6250548.27 R10' R10' N: 1995330.28 £: 6250528. 06 N: 1995267.72 £: 6250540.52 \ N: 1995196.46 £: 6250471.43 •• \ n •• • \.),~< A/2 . 1/1/1/).- • ~/, 1/ ... ~ 1/1/ -<-/ \ 1/ /"/ . / / r / :-... ' " " \ ~ \ , \ '~\ ~ \ ( l!!!f:!1l> "'"'~ ~ \ ~ "':--.~ \ \ ~ \ ~ 0-" \ \ "~ \\ ~- \"~ ~ ~" \~ ~ > 1/ 1/ f 1/ 1/ I J 1/ 1/ 0. \ 0 \ NOTE: NORTHING AND E:ASTING F'OR REFERt::NCE 0/1/L Y. SURVEYOR TO US£ CAD FIL£ FOR STAKING CURBS, BUILDINGS, AND OTHER IMPROVEMENTS AS NffDW FOR CONSTRUCTION 0 15 ~--SCALE FEET ~ cl :Jl!:. ======;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;=;;;;;;;;:;;:;;;========;;;;;;;;·;;;;;;;-, ··;;;;;;;;" -========;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;========;;;;;;;;:;;:;;;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;==;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;;;;;;;;;:;;:;;;~ I!! < 0 • f- -' => ro (/) Ii <C w • " " ; w !:l ~ --.... "' < " !! ~ ~ ii 'le " " ~ " ii -l •1 ~o ~0- ...1 .... -o (.) N < 0, LI. < i~ -,:J z CIJ -.0 ~~ I-lii 0:: (.) U.I >-ii Oc Q. 0 <h ·;: U.I 0 0:: 0 I-U) "' It) Q! N -u.. Oeblba-13', 2009 413001HC0t.clwg ... ,_. 1107570 C-5 . Ii"'=;:'! s=1H2~EE=T :=::11 ~C~IT~Y~O~F~·=c~AR~~IS;;B~AD~-~-~--.1~1 S~HE~ETS~,' . ENGINEERING DEPARTMENT . 2411 ~CARLS====BAD:'...'=J:=Olftl::::::T F:;;IRS~T::::RE:;=S~PON~OER~~TRAJ~M~NG~F.~'ACll.l:;::::TY~==: ' HORIZONTAL CON1ROLP/.AN L4U. lt!WAM "' ~.Ult/MER . . -~~ -, "~~ DEPUTY CITY ENGINEER PE 28176 EXPIRES J/J!,/10DA DWN BY: JLH I · CHKO BY: _,,.,,,,__ I RVWO BY: SLM PROJECT NO. --~··· r DRAMNG NO. 463-1 I ~ G) l"1 ~,~ \, : ~\~ \ I \ I j ) , . , \ \ IL ~ I 2' BOITOM WIDTH IZl 7RIM:3i#.JJ TITITr I s ~I 5 I cO 0 G) G) 351 0 Fi ! I 1 ~4'fisr.m\~io:i:r-n 11 ~~~-VJ~ \ ' ~rio=,..-=~,--i-"IH'" ~+-1,....; I I I G) I I w~i'\Tim--t-~W''Bi't/:'-tu~ G) J\, 1 34.BOTWI 344.68 FS I I \ I I I \ \1m=,}:;~245'-'o "'\'Ill ~~ " :) '\"""\ I g\:!'~ ~r~ ( I ), I ) EX ELECTRIC 0 "' TO REMAIN '-1-I £X 18'1. SD "1 TO REMAIN G) G) .Al, .......... ORION WAY --+----_.,":J":'.. --- E G PERIME:TER G Y,_R<;_HITE...C.TURA -=E ________ _ ------- Ill! DETENTION BAS/ l'INED SPACE P POFrTJON OF G Lo-r ·a· N 209-050-26 \ \ \ \ \ \ \ FF-356.0 +35.27 0.05 CONNECT TO ROOF '--..._ 350.00 ~ OUT CONNEC TO ROOF ORAi PER ARCH. PLAN D PER ARCH. P -- ----er---------------- .67 I -f-, TO £X 14 TYPE "B-1" C.t. PER DS-9 RIM 345. ) £/VTS ) I \ FIRE STATION #5 0 t!!I ' 55.24- 355 FS 1£ 356.00 6" CONNECT 0 'AIN PER ARCH. 1£ 355.50 6" OUT CONNECT TO ROO DRAIN PER ARCM. Pl.AN ---------.;c~' ------~----- - "1----i ' I 360.96 TW 355.61 Fi 1-~) \J,i CONNECT TO RO DRAIN ARCM. 356.70 FG n - V ' .1/1/1/:,-~ 1/ / I 1/ \ 1/ / / ½ / / - / / . / /-' \1 /,.,'I '/// ; 6 ,_ I I • WIDTH , ,-, / I 'A TED sw,,ii_pi ~ -j I r~-I • , )-\ <, II/ '-\ I )' --/ ) / -/ /I I_,-/ .,.. '\. '? ¢.,~ □\ CONSTRUCTION NOTES G) CONSTRUCT 6" CURB AND GUT/'£R PER CITY OF SAN DIEGO STD Olro G-2, TYPE G. @ CON51RUCT 6" CURB PER CITY OF SAN DIEGO S7D Dlro G-1. TYPE G. LU @ CON51RIJCT Pvr PCC SWA!L ~ © CON51RUCT Pvr TYPE "A-4" C.O. PER CITY OF SAN DIEGO SID Dlro D-9. @ CONSTRUCT Pvr TYPE T' C.B. PER CITY OF SAN DIEGO SID Dltt" D-7. @ CONSTRUCT Pvr TYPE "B" C.I. PER CITY OF SAN DIEGO SID Dlro D-2. (z) CONSTRUCT Pvr U TYPE HEADWALL PER CITY OF SAN DIE:GO STD D~ D-34. @ CONSTRUCT Pvr MODIFIED TYPE "A-4" C.O. PER CITY OF SAN DIEGO STD Dlro D-9. SE£ SI-IITT 3 FOR MOD/FICA TION DETAILS. @ REMOVE £X TYPE "G-1" G.I., 57.44' 18" SD AND PIP£ COLLAR. @ CONNECT TO £X 1B" RCP WITH PIP£ COI..LAR ~ PER CITY OF CARLSBAD STD Dlro DS-5. @ CONSTRUCT RIP RAP ENERGY DISS/PATOR. NO. 2 BACKING, To 1.1' WITH ALTER FABRIC PER CITY OF SAN DIEGO STD Dlro D-40. MEANDER RIP RAP TO MATCH LANDSCAPING. PROTECT EXJsnNG CURB & GUI /ER IN PLACE. DAMAGED CURB & Gt.JTT£R SHALL BE REPLACED. STORM DRAIN DATA NO. DELTA OR BRG RADIUS LENGTH REMARKS 1 N 72"8'45" £ 2.18' 18" RCP (STORM DRAIN UN£ "A") 2 ll-257'1" 250.00' 109.59' 1B" RCP (STORM DRAIN UN£ "A") 3 N B2·44•14-• W 61.0B' 1B" RCP (STORM DRAIN UN£ "A") 4 N 7411'35" W 18.22' 1B" RCP (STORM DRAIN UN£ "B") 5 N 810'55" £ JB.82' 1B" RCP (STORM DRAIN LIN£ "C") 6 N 13°14'58" £ 10.22· 18" HOP£ (STORM DRAIN UN£ "F") 7 N 714'27" £ 22.22' 12" HOP£ (STORM DRAIN LIN£ "£") 8 N 68"35'30" £ 189.79' 1B" RCP (STORM DRAIN UN£ "B") 9 N 215'0" W 50.00' 48" HOP£,. 10 N 87"45tl" £ 22.60' 36" HDP£"' 11 N Tt5'0" W 16.oo' 36" HOP£,. 12 IV 42"45'0" £ 16.97' 36" HOP£,. ,, N Tt5'0" W 25.00' 36" HOP£,. 14 N 215'0" W 25.00' 36" HOP£,. 15 N Tt5'D" W M.oo· 24" HOP£,. 6 N 87"45'0" £ 10.97' 18" HOP£ (STORM DRAIN UNE "D") '. N 40"58'13" W 17.71' 8" PVC (STORM DRAIN UN£ "H") . B N 8'55'29" £ 87.24' 8" PVC (STORM DRAIN UN£ "G") • US£ WA T£R TIGHT JOINTS NOTE: -USE D-1500 LOADING FOR ALL RCP -SEE SHEET C-12 FOR STORM DRAIN PROFILES · -TRENCH DITA/LS FOR HOP£ PIP£ PER MANUFACTURER RECOMMENDATION 0 15 ta.•, SCALE i- -' ::> CD (.f) < • --,Ml 413001Gll01,dwg ~o ..J .... -o ~ ~ I.I. < 0 (.) z --"C z cu -.0 c2 .!!! I-:a ~ (.) w >-~ ~ Oc 0.. 0 Cl) -w ... ~o . 0 I-co U) It) ~N -LI. .,.,._. 1107570 Mn C-6 [sHEE1]3 CITY OF CARLSBAD I SHEETS I ~ . ENGINEERING DEPARTMENT . 248 . CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY GRADINGAND DRAINAGE PLAN DWN BY: ~ S,:t=~~~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;~~=;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;=====;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;=;;;;;;;;;;;;;;;=~==;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ CHKD BY! JLH RWI(,. BY: SLM PROJECT NO. .~ f DRAWING .NO. 463-1 V, =r-0 (1) ~ (1) ,+ G) ~ U,) ~ 0 O'\ -U,) Iv I ~ ~ 00 -~------i::. ----------------- ' l!l STA: 4+71 "ALL: 2-8" HORIZ. / : • I I BEND (22.5; 2-B" VAl.1.£5. -I-_,___ -::::1=----ORION W=A=-Y- INSTALJ.: l!!I 358 356 -,¢"" ,/ STA: 2+95.77 INSTALL 6"' WASTEWATER SERVICE & CI.EANOIJT ~.~i..-,i INSTALJ.: 1-2• HORIZ. BEND (90') INSTALJ.: 1-2"Jt2"Jt3/4 INSTALJ.: 1-3/4" VAL\'E TEE 1-3/4" PLU::;,.G_,. 2-2" HORIZ. BEND (90") STA: o+55 INSTALi. 6" WASTEWATER SERVICE: UNE: 1/z PLUG. REFER TO ME:P FOR CONTINUATION. STA: 5+92 CONNECT TO £)(!$TING 10" WATER LINE. 1-8" TAPPING SLH:\IE & i :4L\IE ~ INSTALJ.: 1-2• VALVE 1-2• PLUG .. ,.v,, .............. ... STA: 5+57.92 CONSTRUCT: TYPE: "B" C.I. PER CITY, OF' SAN VIE:GO SID. OWG INS "ALL: 1-2• VAL\'E 1-2" PLUG -• 1/ 1/1/\ " " ~ / /"'::.." \ / - 1;~,,· NNECT TO EX. / "' "" / "' 1/ / o• WATER UN£. -8" TAPPING STA: 1+21 INSTALL 1-8" & VAL\'E . ---=' -' WCUT AND CH F'ACING ' I I ~ cr> ~ ' " ~'\, / ' ~~ ~,~~\ 0-~ ~ '-:':: ~ :-.: "'' ' ~ " \ ~,~ ,, "~ :\~~ \. / ' ~ ~ ~ ~ ~ I\ ~ /LJfP---H.,ORIZ. BEND (45") ~\ \ > STA: 1+37 INSTALL: 1-8"Jt8" TEE 2-8" VAL\'E ST! 4+4;5.96 I END 6" WASTEWATER SERVICE & INSTALL CI.EANOUT. \\--.-l•NSTALL 6" WASTEWATER S£RVIC£ FROM OIi.. WATER/SEPARATOR ~(i"::_,'ll---ftt"-----sTt 1+ro LL: -VALVE ~..---"11-2• PLUG L ON SHEET 4' . INSTALJ.: 1-8""6" TEE 2-6" VALVE'. 1-8" VAL\'E 1-B"JtB" REDUCER \ \ \~ I ~ I\ ~ \ CT/ON TO DRAFT/IRRIGATION TANK 1-6"' PRV IN TRAmC RA'TF:D VAULT (MV CONmot. TO 13£ HAROlfflREI> TO WALL MOU/,fTEJJ CONTROi. LOCA 'TED IN SMOKE & £QUIPMENT ROOM ,f106) !-TRAINING FH (SEE NOTE 6) · 1-6" SD/SUS OMNI T2 MITER " I I ~ ft INSTALL: 1-2• VAL\IE" 1-2" PLUG ---- --------------- (Sff "°" ,, \. STA: 2+55 INSTALL: 1-6" HORIZ. BEND (90; 1-F1RE: HYORANT 1 N 87'45'0" E: 2 N 2"15'3" W 3 87"45'0" E 4 N 2"15'3" W 5 N 42°44'57" E 6 N 2"15'3" W 7 N 87'45'0" £ 8 N 2"15'0" W 9 N 87'45'0" £ 10 N 2"15'3" W 11 N 42"44'57" E: 1 N 2"15'3" W 13 N 87"45'0" E: 14 2"15'0" W 15 2"15'0" W 16 -87"45'0" --E ------------- 17 2"15'0" W 18 2"15'0" W 19 87"45'0" E: ?/ if;'f----1-1-//4 ( } □\ LENGTH REMARKS 34.46' 2-1/2" PVC SCH£DUI.£ BO 26.25' 2-1 /2" P)IC SCHEDUU: BO 7.:34' 2-1 /2" PVC SCH£DUI.£ BO 10.89' 2• PVC SCHEDUU: 80 34.36' 2• PVC SCHEDUU: BO 28.71" 2• PVC SCHEDUt.£ BO 90.29' 2• PVC SCH£DUI.£ BO 92.30' 2• PVC SCHEDUt.£ 80 32.30' 2• PVC SCHEDULE: BO 8.27' 2• PVC SCHEDULE: BO 34.36' 2· PVC SCHEDULE: 80 29.88' 2" PVC SCHEDULE: BO 212.38' 2• PVC SCHEOUI..£ 80 51.81' 2• PVC SCHEDULE: BO 17.20' 2• PVC SCHE:DUI.£ 80 ---74.43' -2• -PVC-SCHEDtJ/£-BQ. · 67.74' 2• PVC SCHEDUI.£ BO 13.74' 3/4" PVC SCHEDULE: BO 90.51' 2• PVC SCHEDULE: BO NOTES 1. THE: ONSITE PUBLIC WATER/SDIER SYSTEM IS OESIGNED IN ACCORDANCE WITH THE: CAUFORNIA PLUMBING COO£ AND IS SHOWN ON TI-IES£ Pt.ANS AS 'INFORMATION ONLY.' A SEPARATE PLUMBING PERMIT IS REQUIRED FOR CONSTRUCTION AND INSPECTION OF THE: SYSTEM. 2. ALL PLANS FOR ONSITE: PUBLIC F1RE: SERVICE MAINS AND PUBUC F1RE: HYORANTS MUST BE: SUBMITTED SEPARATELY 10 FIRE PLAN CHECK FOR APPROVAL PRIOR 10 INSTALLATION. ALI. PUBLIC F1R£ SYSTE:MS IWLL B£ OE:SIGNED IN ACCORDANCE WITH CAUFORNIA BUILDING CODE; CAUF'ORNIA FIRE CODE; AND NFPA 24. PUBUC FIRE SERVICE MAINS AND 7HfJR APPURTENANCES. PLANS SHALL 8£ SINGLE UNE: DRAWINGS SHOWING ALL OF THE APPUCA81£ REQUIREMENTS OF THE: CODES SPECIFIED ABOVE. 3. CONTRACTOR 10 COORDINATE ltTTH ME:P AND ARCHITECT PRIOR 10 CONSTRUCTION TO CONFIRM LOCATION AND SIZE OF ALL roe AND PIV'S. 4. A CONSTRUCTION CHANGE IS REQUIRED IF THE: PROPOSED WATER SERVICE IS NOT CONSISTENT WITH THE APPROVED WATER METER DATA CARD. 5. WATER MITERS AND CONNECTION F'£ES TO 8£ PAID BY CITY. 6. TRAINING FIR£ HYDRANT TO B£ PAIN'TF:D A OIFFF:RENT COLOR THAN NON TRAINING HYDRANTS. \'ERIF'Y COi.OR WITI-I OWNER. 7. RECYCLED WATER MEIERS ANO CONNECTION FEES TO BE: PAID BY CITY. B. S£WER CONNECTION F'£ES TO B£ PAID BY CITY. 9. INSTALi. METER PER MANWACTURER RECOMMENDATIONS. INSTALL MITER BOX PER CITY OF SAN DIEGO SID 011,G WS-04. 0 POINT OF CONNECTION PER BUILDING PLANS. SEWER DATA NO. DELTA OR BRG RADIUS LENGTH REMARKS 11.17' 6" PVC SOR-35 (SSW/? UN£ "A") 94.56' 6" PVC SDR-35 (SS WR UN£ "A") 54.50' 6" PVC SDR-35 (SS WR UN£"&") 91.05' 6" PVC SDR-35 (SS WR UN£ "A") 76.47' 6" PVC SDR-35 (SS WR UN£ "A") 70.74' 6" PVC SOR-35 (SS WR LIN£ "A") 85.30' 6" PVC SDR-35 (SSMf? UN£ "A") 16.52' 6" PVC SDR-35 (SSW/? UN£ "A") FIRE DATA NO. DELTA OR BRG RADIUS LENGTH REMARKS , 2 3 4 27'23'5" W 00-00•00• E 8,33'44" E 2"15'0" W 6 N 28°40'38" E: 7 N 42"45'0" £ B N 87"45'0" £ 9 N 2"15'0" W 10 N 87"45'0" £ 11 N 87"45'0" £ 1 N 2"15'0" W 13 N 87"45'0" £ 14 N 2"15'0" W 15 N 87"45'0" £ 16 N 2"15'0" W 1 N 8r45•0· £ 18 N 2"15'0" W 19 N 87"45'0" £ 0 N 2"15"0" W 21 N 26".J5'4" £ N 4n5'0" W 121.02' B" Pvt' C900 CL 150(F1R£ UN£ "A") 20.38' B" PVC C900 CL 150(FIR£ UN£ "A") 20.37' 6" PVC C900 CL 150 ------1 49.07' 6" PVC C900 CL 150 ------1 12.52' 6" PVC C900 CL 150 ------1 66.19' B" PVC C900 CL 150(F1RE: UNE: "A") 80.28' B" PVC C900 CL 150(FIR£ LINE: "A") . 179.98' 8" PVC C900 CL 150(F1RE UNE: "A") 88.07' 6" PVC C900 CL 150 ------1 11.50' 6" PVC C900 CL 150 ------1 22.28' 8" PVC C900 CL 150(FIR£ LINE "A") 12.25' 6" PVC C900 CL 150 ------1 66.14' B" Pvt' C900 CL t5D(F1RE: UNE "A") 13.52' 6" PVC C900 CL 150 ------l 36.07' B" PVC C900 CL 15D(FIRE: LINE: "A") 45.74' B" PVC C900 CL 150(F1RE: UNE "B") 36.07' 6" PVC C900 CL 150 ------l 71.83· a· PVC C900 CL 150(FIRE UNE: ·a·) 32.50' 6" PVC C900 CL 150 ------l 15.77' B" PVC C900 CL t5D(F1RE: UNE: "B") 121.39' 8" PVC C900 CL 150(FIRE UNE: "B") 7.00' 6" PVC C900 CL 150 _____ .., NOTE: -USE ~AINE:D JOINTS FOR ALL F1RE: AND WATER UN£ -US£ STAR PIPE: -PVC RING LOCK SERIES 3500 -SIT SH££T C-11 FOR WATER AND SEMER PROF1L£S -"' (/1 ~ • >--.J . :::, (D ti) ,; <( w • " m I ~ I'! s ~ II! --...._. DRA•M g - I!! ;! ~ ~ z ii ~e ,. ~, ~t ~l ~, ~o ..J --o (.) N < <n u. < c.? 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CHKD BY: JLH ~ _ .. 463-' RVWD BY: SLM · ,,, . •·-- ! - I I --i CA001 -OCWA'T't':RING OPU?ATIONS CA002 -PAVING OPERATIONS CAOOJ -STRUCTURE CONSTRfJCTION AND PAINTING CA010 -MATERIAL DE:UVERY AND STORAGE CA011 -MATERIAL USE CA012 -SPILL PREVENTION AND CONTROL CA020 -SO/JO WASTE MANAGDIENT CA021 -HAZARDOUS WASTE MANAGEMENT CA022 -CONTAMINATED SOIL MANAGDIENT CA02J -CONCRETE WASTE MANAGEMENT CAO.JO -V£HICLE ANO EQUIPMENT CLEANING i' CA0:51 -V£HICLE ANO EQUIPMENT FUELING ~ CAOJ2 -V£HICLE ANO EQUIPMENT MAINTA/NENC£ - --.;; ----CA040 ---EMPI..OYff/stJBCONTRACTOR_JRA/N/NG_ i>l £SC01 -SCHEOULJNG j; ESC02 -PRESERVATION OF EXISTING VEGETATION · ~ £SC10 -SEEDING ANO Pt.ANTING £SC21 -OUST CONTROLS ----------- ORION W=A=Y+--_ PO.Fl OF LOT~• APN 209-0-25 -- ----- E:SC22 -TEMPORARY STRE:AM CROSSING £SC2J -CONSTRUCTION ROAD STABtUZATION £SC24 -STABIUZED CONSTRUCTION ENTRANCE £SC.JO -EARTH DIKE: £SC.JI -TEMPORARY DRAINS ANO SWALES £SCJ2 -SLOPE DRAIN ~ -OUTI.E:T PROTtcrtON E:SC41 -CHECK DAMS E:SC42 -St.OP£ ROIJO,.,£NlltlG/TF:R(?ACING £SC50 -SILT FU/CE £SC51 -STRAW BALE 8Af<Rirn5 _ ___ £SC52_ -__ SANO _ BAG _BARRIERS___ . . __ ESC.53 -BRUSH OR ROCK FILTER ESC54 -STQRlrl· mAIN INt.ET PROTECTION ESC55 -SEDIMENT TRAP ESC56 -SEO/MF.NT BASIN ------------------------- r' I I ~ I I l cr> ~~' ~ ' ( I I l ~"1""'T' -\ ~~~ '~~ "C\~ " " ~ I / \ /' I ii I ------- "' I I ~ / ~--,ref-) / I I TIRE WASH RACK 8" 'THICK II/IN. 1-J!( TO J" R STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE Srrrt Pf..A TE WITI-I UNDULATIONS TO REMOVE SEDIMENT FROM TIRES i---+----6'------t TIRE WASH RACK NOT TO SCALE 2"x 2" IK)OO POST EB-I EB FILTER FABRIC MATERIAL 50" WIDE ROI.LS. USE STAPLES TO ATTACH FABRIC ..., !~BURY BOTTOM~LTER tt MA1UIIAL IN x12" TRENCH SILT FENCE NOT TO SCA1.E nt.. TER FABRIC OVER TOP OF CATCH BLOCK CATCH BASIN BASIN AND CURB OPENING WITH DOUBLE INLE:T ROW OF GRAVEL BAGS CURB fflOFllE CURB INLET PROTECTION NOT TO SCAI.£ NOIES: 1. lHIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. 2. FIBER ROLL SPACING VARIES DEPENDING UPON SLOPE INCUNA TION. CB ING ASIN EB-I I 3. INSTALLATIONS SHOWN IN THE PERSPECTIVES ARE FOR SLOPE INCLINATION OF 1: 10 AND STEEPER. 'ii/// • I--' :=> CD (I) <>: • j~ ; ~·;cu.; ! ~ ~ ~ iG-< g -;-·e"O ~ _e C ~ ,c S2 as~ ~~ =~" I!! .,; ~ w I!! "' "' --. O.!f..-:,:-o.,.. II~:~! -. ., ;:!!:. IO .. N ~.:::.&-=--~=s~ "' .. ~ w 5 w "' I!! < 0 ~ :,i L ~ " ~l a f "' ;; it i ~, 0 ~ N -" n~oO ...... "' ,_ ~VARIES -m'1rr,r,/ 1 rrr SLOPE /", _/ ' /t ( FIBER LEGEND GRA IIEL EJAGS S/LTFUIC£ SEE: DETAIL C F18£R ROI..L SEE. DETAIL £ STABIIJZED ENmANCE: ANO TIRE WASH R-ACK SEE OETAILS A NO 8 CONCRETE WASHOUT . -01----l□l--- 11111111111iMm ·-·888888f / / / / D 15 :30 KiL■-1 SCALE < --,_ I ' " I I \ I I 1/ / 60 I I I o, 90 1 FEET ROLL EXCAVATED MATERIAL SLOPE SECT10N GRADING CO OR TOE OF SLOPE PERSPECTIVE INCLINATION ~-1FIBER ROLL EXCAVATED MATERIAL ,,,TE;::M-:::'PORAR~:===--:..:.Y..:.Fi.::18:=E::..:R'-'-R-'-=O:.::l==.L _---'---------'--Cu_E NOT TO SCAJ.E 0 --.... -Ootabr1!,,2DIB _ 4130011:COt.dwg ~ .......... 1107570 -~ ~ ==========-(I.. __ c-s· - ISHEEil1--_CITY OF CARLSBAD_ -11 SH .. EETS __ , , ~ . ENGINEERING· OEf"ARTMENT --_ _ . 248 CARl.SBADJOINT FIRST RESPONDER TRAINING FAcnJTY EROSION CONTROL PLAN APfR.Q"5_1!, ~WIW,AM ~ ,7-C:.M£R ~...:..1.,,~•·.c.;6~•~1:.----m ld..e DEPUTY CITY ENGINEER ' PE 28176 EXPIRES J/JI /10 'oATf! Dl'IN BY: ~ I PROJECT NO. I DRAWING NO. CHKD BY: Jl.H c .-5 , 463 1 , RVWD BY: SLM -"" - ' \ J. ---1--------- I \ I \ \ \ \ \ I I I I I I I I I I I ~ 1111 I~ I I I I I /! 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' , .•,. .. ., ... • .. --.. .. ...... • . ..,. • • !", • .;_ "".. ,.. . • :;,., ~ "~-.... ,.-Jr, ,..;·. ·-•• _· : ... ,i __ :: -~-~·~\·~-/~•:, .. _. .. \::-.:\-•.::.-::.::-_:..;·-.--:·-... ·_:· .. ,, •. ~ •• :·_-./;~_,.·~·: ____ :_~• -~•::..~~-,; __ -~.;._ ·_ .. : ;-.>:."_:·:?: /:.·:· 1 ._• __ .. ~··f•'•.•.·:ot:;•·;·.;... \ . .,_.. .. \I.:) ........ : ._ .. ..,. • -:_ . .,. ...... :! .. / .... .,. •·· -~ •. "".,;'"·.•· ~ ...... ,:.,,. ·:;: . ., ...... ~•~ , • •• , ...... • .•.<: ~"';-; k I .::~:-.;•,:~;::j;: ~:-·: ,:.:::-_: · ... , . •c , -~ :: ;. ·. ,;' -. . . ... .. --~ :· ~· .,;.:•..; . . ' •.. •·., • ' . ,,,,, .·· . .,. •' '';?.,i, . '¥':, .\ \ ' . t , .. , ,,, .. , )) 'I 1/ 01/ 1/ 1/ INSTALL 12• WHITE THERMOPLASTIC CROSSWALK D ( ) □, ( 0 15 ~,rlli ., SCALE CONSTRUCTION NOTES: PRF11MINARY SECTION OF B• P.C.C. OVER 4• CL. n AB. PER SO/LS ENGINEER RE:COMMENDA T'IONS. FINAL RECOMMENOA TIO/I/ TO BE OCTERMINEO IN THE FIEI.O BY SOILS ENGINEER. -DECORATIVE PAVING PER ARCHITECTS RECOMMENDATION FOR STRIPING PLAN. SEE ARCHITECTURAL PLAN SIT 30 60 90 1'--__ I-'---'--'! FEET . - --· -· -· -. • f---' ::> m <n <( • I!! < a gf~ ~ cai-: ~"Si ~ ~~g 'f e~~ ;;~ S2 i· ~ ;. n ~i!i: ~ I.-0 ~ II~~~! I!! "' ~,;<>.., ~ .. ·"' i:t "'-" r,aO O 'a ~ .. .,, .... 11, w " m ~ !! w f.l !'I 5 il, w ~ ~ % ii ~~ ,. -" a .. ii ~i . " 4 i,j -LL. --..... DRA•fi JSB IJA1E 413001PYOf.dwg ........ 1107570 """ C-9 ~1c1TY OF··CARlSBADjj SHEETS I L..'.!!__] ENGINEERING DEPARTMENT 248 . CARLSBAD JOINT FIRST RESPONDER TRAINING FACIUTY ' PAVING PLAN I I ---· V, ~ (!) (!) ..... ,-a O'\ 0 -l'V ~I 00 0 ~ G) ~ O'\ w I ,_,. 1 I I k ~ .., " 1; ~ !11 - -1 .. ', g "' ::r 8 ~ - ! I I I I I I I I I , I I 0 ® @ © 13+69 / / ~~=r---../-,.j/ lff.'UTIONI UNOCRGROUND POWER UNE: I ! I ! ! ! ! STA: 1#15.00 OFFS£ : 20.00 GRADING LIMITS 0/D SAIIC'UT £X 8". UNE £X CURB AND GU R £X SIDEWALK DEMOLITION NOTES REMOVE: £X!ST11'1G C&G REMOVE: AND REPLACE D<ISTING SIGN ADJUST £XIS71NG VALVE'S TO GRADE RELOCATE: SIRE£/ UGHT LEGEND ~ STA: 13+ .30 OFFSET: 12. L SAWCUT 9.71 L BEGIN SAWCUT GRADING UM/TS Rf.MOVE: C&G, CONCRETE: S/lv. D/lv. AC PAVING REMOVE: LANDSCAPE SAWCUT 1.o• MIN. (ASPHALT AND CONCRITE) 2 --------T"" / / / / / / ,,.,,.,,. :,,,,"'; = 0 CAUTION' UNDERGROUNC> GAS UN£ CAUTION! UNDERGROUND POWER UN£ STA: 1J+g8.95 : 60.J5 L 0 5 ~---SCALE I 1 ~h 10 20 30 I ! ' ~T CURB DATA NO. DELTA OR BRG RADIUS LENGTH REMARKS I DJ l!-127"9'11" J0.00' 66.58' 6" TYPE G CURB & GUTTER I (I I/ 1/ I I I I I I -// I I \\ II II n II II II 11 II II II II II tt II II II 11 II II II II II II 11 H II n 11 I I ii I I ,, /I /I 11 11 11 11 11 ii H ii 11 11 ii ii 11 II 11 Ii 11 II 11 /I /I 11 I I , I I I I I ·I I I I I I ., I CAUTION/ UNDERGROUND POWER UN£ A <I . . .a : . . .a;, .. ..--/~---·/. I I I : _A /- /. i 0 : 14. 7 338.83 TT:± MATCH E:XIST/NG 24" STORM DRAIN £X 8" SEWER UN£ £X CURB AND GU £X SIDEWALK . . . ·" 0 ·. A . STA: 1#00.91 OFFSET: 59.71 L 342.BJ TC± MATCH E:XISTNG • • • CAUTION! UNDERGROUND GAS Uf\1£ • f ' CAUTION! UNDERGROUND POWER UN£ . ~,o~ .. ---...,--~F...,--:::~ ?;~ ., I _;(y~-=::::-q FIRE I O • ~ fc. STATION' ff5, KEY MAP N. T.S. I CONSTRUCTION NOTES (D CONSTRUCT 5• "TYPE G" CURB AND GUTTER PER CITY OF SAN DIEGO STD. Dll'G. NO. G-2. ® INSTALL STR£E:T UGHT PER CITY OF SAN DIEGO sm. Dll'G. SD£ -101 LEGEND CONCRETE: DRIVEWAY (SPECS. ANO PRD..IMINARY SECTION PfR STD OM-G-14A. FINAL RECOMMENDATION TO BE D£T£RMINE:D IN F/£1.D BY SOILS ENGINEfR) SAWCUT AND JOIN UN£ NOTE: CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTIUTlf:S PRIOR TO CONSTRUCTION 'i- ..J ::> (D en ;:r:. "' ~ Octnbet-11.2':IO!t 1107570 C-10 fsHEfilj,CITY OF CARISBADIISHEE1S. I L..!:._J . ENGINEERING DEPARTMENT · . 248 CARLSBAD JOINT FIRST RESPONDERTRAIN/NGFACIUTY 7MPROVEMENT~PLAN JlH SLM PROJECT NO. ~ I DRAWING NO. 463-1 1 tn ::r 0 (l) :E (l) r-+ G) ~ ..... ...., 0 .:,. -en "' w I .i:,. ~ 00 'i ! I ' I ' I I I I I I --l--+-l--t--+--l----1-1--+---l-+--11-+-l----1--+-----+-+---+-+---+-+---t-+--i-+-i--+-t--+-t--t--t-------t---t-----i--t--1--+--t--+---+-+--+-+-___,--+--l---t--t---+--+--'--+--+-+---+--'---l--+---t··--+-+---l-+--l--+--1----! I '., I 1 i ' ' I [ --+!!56-1-'; --+-;_-I· ······f--+-~-+---,--+-l--+---+-,t--+--+---1--+--+--l---+-t-+---+---+-t---+--+-t--t--+---1--+-+--+---+-l---+--+---!-+--+--l-+i-l---+---+-I----+--+~-+-+-+ -+-+--t--+-t---+---+-t---+,-+--!k-+-- ··· -;'·><>..;-+--J--=+:-==i--"=+.-ad-l-....'.....i -f-+--l-+--+---l--.l.-+--+-+--+-:--+--1-+--t--t----i-+---t-t-+-t--+------jl----"f---t-t· .... -+-+--+-+--+-+-+' -1--~--1-+-l-+--+-+---+-t-+-i--+--t'---+---t-+--+---+-"=+-l I i --~ ~ ~ ; : I I I I l ! 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FACILITY ....... . . . . -"' q ARCHITECTURAL SITE PLAN SCALE: 1 • = 30' -o• 1 ... ~ a t ~ I SITE PLAN DATA I GENERAL NOTES I KEYNOTES I ... " l " • TENTATIVE MAP NUMBER / APN: · MAP 823 / 209-050-2600 . •. 1. All DIMENSIONS ARE FOR REFERENCE ONLY. SEE CIVIL DRAWINGS FOR HORIZONTAL SCTBACKS FOR ZONE TYPE "Os": . CONTROL -· ~ REOD, (FT,) PROVIDED (FT.) 2. · CONTRACTOR TO VE:RIFY THE EXACT LOCATIOt-l OF ALL (E) UTILITY SERVICES PRIOR ~ -FRONT O AVG. OF 28 TO CONSTRUCTION COMMENCING. 'f -REAR O AVG. OF 28 3. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY SERVICES ,!.. -SIDEYARD O AVG. OF 28 DURING CONSTRUCTION. · DIVISION 02 -SITE WORK DIVISION 10 -SPECIAL TIES D2751 CEMENT CONCRETE PAVEMENT · 10350 FLAGPOLES 02751.A -PARKING SPACE STRIPING. REFER TO CIVIL PLANS 10350.A -30' HIGH FLAGPOLE. REFER TO DETAIL JI/A-l.4. 02930 EXTERIOR PLANTS DIVISION 15 -MECHANICAL 02930.A -LANDSCAPING. REFER TO LANDSCAPE PLANS 15300 . FlRE PROTECTION PIPING DIVIStON 03 -CONCRETE 15300.A -FtRE HYDRANT. REFER CtVIL PLANS <l:: I I 4. CONTRACTOR IS TO CONFlRM GRADES WHERE THE ACCESSIBLE PATH IS PROPOSED. -----~--i-----_ 1.::=======;;;;...L_E....;..G_E_N;;,.._D-=========;1---5· ~~~~c:~~ :~~~:r,~~ 1~tYR:~Jo~iB~~~NJF A~~E1~~1:1~~~R\l~ REQUIRE . ~ iii] P_R __ OPOSEO FACILITY . LB"~,;,1 DECORATIVE HARDSCAPE CAREFULLY EXAMINE THE SITE AND RECONSTRUCT WHAT MAY BE REQUIRED FOR 03300 CAST-IN-PLACE CONCRETE 15410 PLUMBING PtPING 03300.K -CONCRETE SITE WALL 15410.E -BACKFLOW PREVENTER. REFER TO PLUMBING PLANS DIVISION 04..:. M/\SONRY ------~----------=D1~vis=1o~N· 16 :... ELECTRICAL -~ ··---------+ , -, ! ' ' ::-THE PROPER EXECUTION AND COMPLETION OF THE WORK. "' !---! ACCESSIBLE PATH OF TRAVEL EXISTING TREES TO REMAIN OR 6. CONTRACTOR TO REFER TO ELECTRICAL DRAl'IINGS FOR FURTHER INFO ON UTILITIES .. c:-=t WATER PROOFING MEMBRANE BE RELOCATE[} 7: . CONTRACTOR TO REFER TO CIVIL DRAl'llNGS FOR ACCESSIBILITY REQUIREMENTS. c..:.=I AT BELOW GRADE CONDITIONS D4810 UNIT MASONRY ASSEMBLIES 16010 BASIC ELECTRICAL REQUtREMENTS 04810.A -5•-0• HtGH CMU WALL W/ PRE-CAST CONCRETE CAP. 16010.A -ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL PLANS REFER TO DETAIL 51 & 52/A-l.2 16532 SITE LIGHTING 16532.B -LIGHT POLE. REFER TO ELECTRICAL PLANS THI=. INCUIDEO DRAWINGS,, lif'=ClrK:ATIQN&. Wl=Mi,. ~~ ARlll',MGlal,IE;Jo£TS ~TED ~ ARE NWSW\1.1,. ~ THE.PROPERTV OF RHMDclliGlllGROUPMDlrlO PAATT~SI-W.L BE COPIED, DIBCL08ED TO OTHERS OR USED IN CONNECTION. 'M TH NN WORK CR PROJECT OTHER Tlio'W I HE t.PEGlflC PROJ!;CT . FOR WHICH THEV HAIii: EIEDlPREPAREOMID DEVE:LOPEDWITHCAff THE WAIITBI. CONSENT OF RRM.DESIGN.GAOLP. VISW'ILCCNTACT WIT» 'n-lalEORM,llt,IGSQRSPEtlli=ICA.TIONS.SHAU.OOIEllllJTE_CONCW6NE B,/illENCE OF ~~OF THESE RESl'RICTIOMS.. SUBMITTAL OF "THESE DOCl,Jl,IEf,lTS FOR PYBLICN3E.NCN REVleYJ SHM.L NOT BE CONSIOEREEl A WAIVER OF AAM DEmGN. GROUP'S. RIGHTS.. RRM OESIGIII GROUP COPYRIGHT 2009 RRM is a Califomia Corporation ~ !:i ::> CD VJ ~ :r:- ~ --... ~ = I ! if ! Ii if !! ~o ..I ... -0 ON < c,, ~< 0 0 S z -o· II. Z CU 1-111 -.0 ~ .!! iii I-:a ~ a:: 0 ~ LLI >, o Q cu z ~ ~ 0 C :c 3; .g ~- LLI 0 a:: 0 ,-<O "' It) 0::N -LL. 1 .. a:+ Sllpl!iu:.fw ' 2m9 11~,.1 ARCHTTECTURl\l SITE PI.AN.rlwg ,._ 1107570 """ -1.1 · I ·SHEET 11 CITY ··II SHEETS 1 20 . ENGINEERING DEPARTMENT _ 248 IMPROVEMENT Pl.MS FOR: CARLSBAD JO!NT FIRST RESPONDER TAAININGFACfUTY ARCHITECTURAL SITE PLAN ~~~~~-;;,;-~----~~;:;;:;::;;:;;:;::;;:;;:;::;:;:;;;;(·. ~ --------· -----...... · 1 APPROVED 'MLJJAM ~.J'j,IJMM£R I /4z.«tfr1-0 ,:UZt4 :f=-,;...11 o,fa~/4 OEPtfTY CITY ENGINEER P£28176 EXPtRES J~O DATE' DWN BY: MH CHKD BY: MH,/RM RVl'll) BY: DI PRE4'SJ'----, CONCRE!E oo>, SEE llErAl 53/- (2) 15 COONUOUS AT BONO BrMt 8' RJlLY GROUlID CONCRETE ~NRY UNITS, RmR TO CMl PlANS-~ AOOACOOSI.AB(Wt!ERE OCCURS) RmR TO CML IJRA'MNGS SEE N01E: SEE DCTAIL 41/A-1.4 SlRUCT FOR SITE WALL EtEVATIONS Date 0Nator lnlt. R:'.,Mmrlv_Dmn\Archlleattwol\ .dllg . I srrE m SECTJON I 1rr I s1 I 4•x4• 00.V. TUBE S'IEEl. FRAM~~--$~~==~--~ t"KJ." 00.V. TIIBE srm FRAME. SfANDARD WELD, T'IP. l"-lAID MITAL PANEi, T'IP. M"MfJALNIGtE, SfANIWID WELD TO FRAME. T'IP.,--.L ADJACENl' SIAB (WHERE OCCURS) RmR TO CML DRAWINGS SE[ SlRUCT Data C--lnlt. !t.\_Mllnr_~I\ '!,c, I ;,. .... ~ ~ C!> 'b m I 'lo ::c: FINISH GRADE "°1E: SEE DETAIL 42/ft-1.4 FOR SITE WALL EtEVAOONS .... W /PERFORATED SCRrnl . I srrE WAil SECTION w / PERFORAlED SCREEN I 1rr I 52 I LINE Of BOllDI~--~ a• RJllY GROUTED CONCRCTE M.8SONRY UNITS I BLOCK WALL ID BUllDING [m PARKING SfAt.L ...-e±tf-I I 1· ls3I ,--___ PRE-CAsr CONCRETE lfflffi STOP ,----'J" fflDE lRAFFIC - S1R1P£, PAINT \WITTE ~-CMU SITE WALL ---= PROW)[ lIVEIJNG NUT ~ IJOOB!.E '!OP NIJ"!S T'IP. DRY PACK SLOPE '!OP AWAY ~ CHAMFER EDGE 3/4" __ , ___ , 1111111111111111111111111111=- i' 1 1m11 11 1 i11 111 i111, 1 • 111 111-11 1-111-,,· _I:=-fJ TIES @ 12"0.C . ...---~ '-----"',----' ' 5/8''11 X 24• tONC M, PER PEDESTAL MANtf ACTURER SPEOF!CATIONS t-o" SQ CONCRETE FOUNDATION I CARD READER PEDESTAL FOUNDATION PROXIM!lY VEHICLE ROOER ACCESS PmEL WITT! EMERGENCI' 'srop' SURFACE MOllmED PUSH Bl/lTON EMERGENCY 'SrOP' PUSH BtJITON KEY OOlD ROOER KNOX S'lllfCH EDGE Of DRl'/Ell'AY, T'IP T.O. SURFACE RmR TO CMl DRWGS. PEDEsrAL B\5[,, ----..i SEE 41/- I HI/LOW ACCESS CONTROL Elf.VATION ' ' ,. -FACE OF CONCRETE CURB t-o· 1YP ~ . • • r-.... I Q !§:: 'lo -'!,c, r--. . u '!,c, _, - . ' - . -- -- . • • I " , . • • ~ \. _.1 • !'-D" • . ~ •. ~ ENTRY PEDEsrAL REFER TO IJEl'AIL 42/-. PEDEsrAL FOUND\llfJI RmR TO DETAIL 41 /-. BOW.RO-RffiR TO DITAIL 34/- -HI/LOW SWING GAlE PEDESTAL PlAN 1· 43 'b -I THIS DETAIL IS TO SHOW MINIMUM DIMENSIONS AND REQUIRED TEXT SEE PLAN FOR ACTUAL LOCATIONS RECLAMATION SITE AND TELEPHONE NUMBER TO BE DETERMINED BY CONTRACTOR -SIGN SHALL COMPLY WITT-I CALIFORNIA Af)SECMTIINO1¥.RA7 JJVO2E !'.;,()DE TITLETTEE 2R4J.. PART 2 " 1 1 MIN. L :>. 'l.--~~-"11-,---THIS SIGN SHALL RtAD AS INDICATED -BY THE CITY OF CARLSBAD 'lo I ;., 1YPtr.AL SITE SIGN 3/4" 44 V □ ..- □~ ... ;= IA •• " tAID PERFOIWED EAL lYP. PANEi, --. • MCTAI. ANGlE, SfANIWID TO FFAMt, lYP. WE(o "6 4•x4• 00.V. TUllE S'IEEl. FRAME. T'IP. t"KJ." 00.V. TIIBE S'IEEl. FRAME. S1i OOAAD WELD, T'IP • [#rr VERI100. POSr AND FFAME •;;err - M° MCTAI. ANGlE, SfANDARD WElD TO FRAM~ T'IP. IH--t"KJ." 00.V. TIIBE S'IEEl. FRAME:, Sl'ANDARD WELD, lYP. IIE-IH--IN-LAID PERFORATED ME!'AL PANEi., T'IP. . ,. ,au----- GAlE INTERMED~lE RAIL 3/4" 32 TOP OF G'ITE FINISH GRAIJE ~---4"x4" 00.V. TIIBE STEEL FRAME. lYP. l'r~---2"'K2." OOV. TUBE srm FRAME. - Sl'ANDARD WELD, lYP • ~-----I.AID PERFORATED METAL PANEL. T'IP. ~--NV ME!'Al ANGt~ SfANDARD WELD TO FRAME. T'IP. - GAlE mp AND BOTTUM RAIL 11/'i' 33 ~--:--,""j-PIIOTO EYE-IYHERE OCCURS ,f.-1---o" DIA. srmDARD S'lffi PIPE GROI/I' SOLID, PRIME mo PAll'II' ~6" DIA. CONCRETE FOOTI~ AWACENI' RN!Sfl SURFACE BOUARD DEJM. 1· 34 'b I "' - 'b I "' - 15•-o· EQ. EQ. ~ Q [_ FIRE HYDRANT, SEE Cl"1L PLANS ~==i--- ['&ncLE ACCESS PlAN 4•-4• -..er - =I I I I I I g•-o· I - g•-o· COKIRAClm TO VERIFY RO~ <J'OOIG .,.,.,,., . ., ···-·)" .. :-r 1 '...,-TL, :1---< ._ .. _._._. -:-_._ :-... : :-. :-:.· _11 :-':-,,;.c~:-: -::-: :::-: ::11 11:-: :: ·: :::·:::-:-:"'-c,,::::. I EO. EO. [O. ~-....... --1o t C Fit @cURIIY GAlE ELEVATION (SITE IAll. SIMIIAR) LI . .---------3• RJlLY GROUTID. CO~ WStmRY UNITS -REFER TO _ CMLP!flNS .-------(2~ REIM-REFER TO S'IRUCT. D~ ,-------1/4" TFIICK MtrAl. PlATE ATTACIIED TO CMU WAlL fflll-l (3) 5/8. X •f" ANCl!OR BOL"!S 0~ AT CEm, Tl[ OTHERS. AT rACff HINGE LEVEL IN-LAID PERFORATED METM. PANEL EO. EQ. 4'-6" IJ__~~=i : -~ : I F======I I ~ S1ffi PIPE BOLLARD, I I GROt/TED SOLID, TIP. I GATE OPERATOR, T1'P. Of (2) Tl-,E. INCLI.JOEO OR<lrlWllilGS, SPeCIF~TIONS. IDEAS,.DE81GMSAND ARRAWGEMENTSREPAESEN.TEDT ... EMl!BY AAE.AMO&tw..l. REMAIN TlEPAOPERTVOF AAMDESiOH GJIOUPANONO ?MT THEREOF $W..L. BE COPIB} .,.,,., nsen TO OTMERSCA.USEDIN ~TION. WITH Alf'f vwoRJ< OR ?ROJECT OTHER THAN THE SFECIFIC PROJE;CT FORWlilCHTIEV l1A.Vla il-~AND ~\IQ.OPa>WilHOUT THEWRITTEN,CONIEtrlTOFRRMOESli;iN.GAOl,lr'. '11161.W..CONTIICTWlnt • - TNii!Ni.~INQSORSJlECIFICAT~SW.U.CON$11lUTE.~ 1:',1101;.NCE OF .-.cca>TANCE; or TH!oliEi ~TION6. til.tiMITTAI. OF THE;SE. DOCU.,E:;NTS FOR PUBLIC AGS.NCY REVIEW SHALL NOT l3E CONlilUlaHlaD "'WAI\I~ OF RRM DESIGtil GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomla Corporation l_. ___ .J -, "-•-~•-,-. :. ··-'·f ··-: :::: :: : : : :: :II l..-,-8,-l ; ' EQ. I !:i :::) CD en ::- ~o ..I .... -0 ON < 0) LL c( C, 0 z -~ -,:, Z Ill -.0 ~ c2 .!!! <I-I-:; w a! 0 o LLI >, w ~ s: ~ 0 C: Q. 0 Ch .: wo a: 0 I-<O u, It) a! N -LL '107570,A, 1.2 -Delalls.dw!J 1107570 ~ I cr:~lNEERING oEPAR'TMENT -. 248 IMPROVEMENT Pl.ANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAINING FACIUTY · SITE DETAfLS OWN BY: MH I CHl<D BY: _1.tM ~ R\IWD BY: (II . PROJECT NO.. I- ~ Vi ., "' I "f ~ ~ --------------~-----' - INSrM.l. & 1'EtD 4• X 4• X 1/§:_ flAT GAlV. PlATE f:J TOP OF STEEL TUBE POSr. WELD PIA1E, GRIND, St.tOOIH, PRIME & PAINT CRfATE 1EMP. HOLE TO INSTALL EXPANSION BOLT INSIDE TUBE POSf TO CONCREIE WALL WEtD PATCH, GRIND, SMOOTH, PRIME &: PAINT CON!lNUOtJS ALUMINUM t-CUP, BOLTED TD GAlV. STEEL. lUBE DOOR FRAME INSIDE ENCI.OSURE ALIGN 1/4" PERFOIWID ALUMINUM-' PANO. w/ 2' SOLID BORDER & 1 / 4' ROUND x 3/8" STAGGERED CENlER P£RFOR1'1'ED PA~ CONTINUOUS ALUMINUM L -CllP,--' WELDED TD GAlV. STEEi. TUBE DOOR FRAME -PAINT GALV. STEEl TUBE POSf 4'x 4"x 1/4' lHICK w/ INFILL CONCRETE PAINT POST GALV: srrn. TUBE J/!M'd/ DOOR 2' x 2' x 3/16' lHICK -PAINT -i-WALL -SECURl1Y DOOR M 11 11tl s11 SEiltANI'-----~-...., 1 /2' DIA. x 6' EXPANSION BOI.T ANCHOR AT 24' O.C. MIN. (4) --- INSrM.t. & WEtD 4• x 4• x 1L't flAT GALV. PIATE AT TOP OF STEEL TUBE POST. WELD PIA1E, GRIND, SMOO!tt, PRIME &: PAINT RfATE TEMP. HOLE TO INSl'All EXPANSION BOLT INSIDE TUBE POST TO CONCRETE WAI.L WEtD PATCH, GRIND, SMOOlH, PRIME & . PAINT CONTINUOUS ALUMINUM L-CUP, BOLTED TO GALV. STEEL TUBE DOOR FRAME INSIDE ENCLOSURE 1 /4" PERFORATED ALUMINUM PAi'lEI. w/ 2' SOUD BORDER & 1/4' ROUND x 3/8" STAGGERED CENTER PERFORAlED PATTERN CONTINUOUS ALUMINUM L-CUP, WELDED TO GAlV. STEEi.. TUBE DOOR FRAME -PAINT - - CONCREI[ WALL -SECURllY IXXR M w/ flltm 1 1;t 52 • r«m:: Ml. rASl' -IN-PIACE CONCRETE -SITE WAI.LS ARE TO RECEIVE 1HIS CHAMFER EOG£ CONDlllON • ... -, rAS!'-IN-PIACE CONCREIE SIIE WAI.L SEE EXTERIOR ELEVATIONS FOR HEIGHTS OF WALLS i-STE WALL -3/4• CIWfER·~ -• • (0 "" I ::,; ;,, • • jiuRITY ~TE S£CTION 6" TO T.O. CURil ~F]N1SH GRADE Mj08/2000 .,. 1 /4' PERFOIWID Al.UMINUM PANEL om).J 05520.A • 0 ~ z I ::,; N • .. •-me= CMU WM.I. -1RA.5H ENCLOSURE ELEVATION 7%_D~ROD 1• LONG WELD TO ~E BOLT FOR STOP i" 7 /8" DIIMEIER CANE OOLT _/ 1 • OWIJER TU!lE STEEL GUIDE BEND END or rANE BOLT DOWN 4" fWV. STEEL TUBE FRAME tx tx 1/4' WELDED TO STtEL ANGU'. FRAME . 3• x t x 1/4' STEEi. ANGLE 1• LONG ~.. .,,,, N : I -· .. -= --••tr @u WALL -TRASH ENCLOSURE-HANDLE &: BOLT I 3" I 43 I 1/4" PERFORATED ALUMINUM PAi'lEL w/ 2' SOLID OORDER ¾" DIAMETER ~E BOLT ,., .is ::,;:;:i;;:,. • ~n,:;nrn:. Q(]':Cr.H,CC~ aa.~i::;tc);::;.tr .n:1-nr,,.nnnn 1" DIAMEIER STAN!JARO PIPE COLLAR STOP WELDED TO rANE BOLT GALV. STEEi. TU'dE FRAME 2'x 2'x 1/4" CANE BOI.T REST 1• DIAMETER STANDARD PIPE WM w/ ctosro oo CMU WALL -TRftSfl ENCLOSURE CANE BOLT 1· 44 ------------------------------~---------~--·----------· • • • • • • .. 03JOO.K INTEGRAL COLOR PREOO CONCRETE CA? rAS!'-IN DRIP EDGE OOWElS SET w/ EPOXY AT ~ or PRE-OSI' CONCRETE CAP EVERY 48' O.C. CMU WM.I. -REFER TO STRUCTURAL PLANS FOR FURlHER INFORMATION • 'f 'b 7nl '!o 44 • ' .. ' .. · :.._ .. : .,q •... ......... I CMU WM.I. w/ PRE-casr CONCREIE C4P (2) ~ RE™R-REFER TO S!Rt/CT. DRAWINGS CMU WAI.I. -lYP. CONCREl'E ~ ABOVE-lYP ~ ,l, 1" GROUf AROUND BOLT SEiltANl' ,;,--..lJ..J./~lYP. 5• x 2" x 3/16" THICK x 6' LONG l'Alflltl) ~V. STEEL TU'dE J/!M'd w/ 1/t'Dt-\ x a• HOOKED ANC1-!0R @ 32' O.C. MIN. (3) CONTINUOUS ALUMINUM L-CUI', BOLTED TO ~V. STEEi. TU'dE FRAME INSIDE ENClOSURE-lYP. 1/4" PERFORATID ALUMINUM · PANEL w/ 2' SOLID OORDER .t 1/4' ROUND x 3/'t STAGG£RED .. . CENTER PERFORAlED PATTERN S1'ANUJ HINGES lllB855 . WELD T(} STEEL lllBE JAMB & (W.V. STEEL TUBE FRAME (Tl'!'. or FOUR" o-ooi JAMB 00.V. STEEl TUBE FRAME CONTINUOUS ALUMINUM l-CUP, 2•x 2'x 1/4" -l'AINTED WELDED TO GAlV. STEEL TUBE FPAME @F...::.. -----1 --.... -• I CMU WAll. -lR,4Sf-f ENCLOSURE DOOR JAMB StJRfACE MOUNTED PICNIC TA'dlE SURFACE MOUNTED TRA5II RECEPTACLE 1·-0· 1-"[,I<..' MIN. .., I I I • ~~ I '!o ..... '6 I - THE ltoCUJllEll DRAWING&, SPEGIFICII.TIO...S, kOtAS, DESIGNS ANO Mi.RAWGEM£111"fS i:cEl>RESENTEll TMi":REEN 4RE AND SHAU.. REMAIN. THE PlliQPERTV OF MM, DeSIGN GlllOUf' AND 111.o PART THEREOF 81-W..l. BE COPIEC\CNSCI OSFO TQOTMERS.ORUS':D IN.CCNNl:(;.TIOtol WITH N« WORK OR F'ROJECT OTHE!R THAN THI!. SPECIFIC MOJECT FOR WHICH THEY HA.\IE BEE"'PREPMUiD NilC DEVa.oP&D WITHOIJT THEWRITTENCON&aiTOF F!FIMOESl(.NGROUP, \/tslllw.CON"TACTWITI+ TliSSI. DRAWINGS ORSF'ECIF~TIONS St\llU.COMSTIHffii; oot.CWSIVE. E:VLDE"-'CI:; OFl,a;EPT~OF ll'E5£Rc.61'RIGIION6. 51,JBMlrTALUF THESE DOCUMENTS FOR PUBLIC NJ.ENCY REVIEW SHAU. NOT BE. CONSICERED A WAIVeR. OF RRM DESIGN. GROUPS RIGHTS. RRM DESIGN GROUP COF'YRfGHT 2009 RRM is a California Corporation ,io.----------------'60'"'--'--'te...._ _____________ ..,.. L@ 1'";,.0YEE EATING ARfA --- SECURITY ~TE ELEVATION .~· .. ' .. . ·. ~ .. ---· .... · .• """''""" "'-"'"~ """" --. . . REfER 10 ~ . : •• ' PlNIS FUR SllE. 1:::~PlNIS1 1IIIIER PR!fflC U!l!IER SVII : .. ~ . . _•&· ... ·. : : ..... . ~- • T .. •, • ,; .. . ,. ----1------1.: .. · ..... •. .. ... • b. 1i, • ... --tr Pll:IM'. still <XIIIPN:lID !MR IIWN ROCI(. REfER 10 SOIL OOli'EIR!NG Slllll'I' :JL---PROIECIM:. ORMWlE s:)lffl)C\'!RWAlll! PROOflNG ~:.~JI----lll!l!R l'lffl(JIMI • ll"Cl(~lll.f.llill. 11---Fm r.m: APPlilJl'EI> 81' THE G8l1mlllC.<t. El«lllER. SOil B«lllEERl!C Sllln' atM,. Fm:-!1!!111N!l, llil'ORfflllllM RmR 10 SOil ' ENGfitffll, ,'llffl' 11111111 ru:r 81' ~ . , ~ · • .' . b Wlftf/ClllE!t )·:f:/:::.t;{::;-::, ~ ..• ..:.....;...L....;• 1'.:::::'.=.~f=--w,;1ERSltf ~ -.. b. RfJER TO .. • •_., •· .. -: I!.". .• • • ~IMIIDH • • i.. • . : Jmir.,nm,.._ •. •I• '; • • 08.29-.l'JR MlS I DRAINAGE AT RITAINING WAtl 'lo 'b •' I .,, '!o 'lo ig <O 'b, 0 '6 ·' - u', ffi ~ .., I 1/8' I 12 I ► ~ 0 -...J .... -0 (.) N < Cl) LL. < C, (.) z -z 't, cu Cl) -.0 ~ ...J Ill ~ ;:: ~ cu w 0:: (.) 0 w >, w O cu t= z .. 3: u, 0 C a. 0 U) ·.::: wo 0:: 0 .... co U) I() 0:: N - 1/4" 13 LL. .............. "" "' SlpW.ciba 9-2009 "' 1107510'A-1.3 SIi,, DaleO..dwg ... _ 1107570 · 1 SHEET II CITY OF CARISBADJISHEElSI · 22 . ENGINEERING DEPAR"TMENT · . 248 IMPROVEMENT PLANS FOR: CARlSB'AO JOtrff FIRSTRESPONDER TRA/IVING F'ACllfTY SITE DETAfLS l~A{~§::~ DEPUTY CITY ENGINEER . PE 28176 EXPIRES J/J1/IO OWN BY: MH I CI-IKD BY, M~ . RVWO BY: _ . PROJECT NO. ·~1'G!t , __ _ ' I ! I J ' I PRE-CAST- CONCREIE CAP, SEE DCTAIL 53/~11 I SITE W.AJ.L El.EVAlJON = ·= 8" f1Jtl. Y \>~VU I CV CONCRElE MASONRY UNITS, REFER TO CIVIL PLANS F1NISff GRADE- PRE-CAST CONCRETE CAP, SEE DETAIL 53/A-11 4•-0· 24'-o"m>. 4'-0" h-----..--'--,---'-,-'-- '~1--.....,......... METAL ANC!.E CONNECTION AT TOP, BOTTOM AND MIDOI.E OF P£Rf'ORA1ID SCREEN, BOTH SIDES • Et!. . 4"x4" CALV. lUBE SlEEl FRAME, 1YP. rxrxr METAL ANGtE. STANDARD llilO TO FRAME, 1YP. ~,-r=::,-M el -ft Wt !SITE W.AJ.L ELEVATION I/PERFORATED SCREEN , Et). t~ CALV. llJllE sm FRAM[, STANDARD llilO, rn>. IN-LAID PERFWAIID METAL PANR, rn>. ff ff ff EG. • FlNISH GRADE J - L, 8" f't.11.l y l'D/Vlim-J CONCRETE MASONRY UNITS, RITER TO CIVIL PLANS I 114• I 42I NOTE:PArNT 4•~ DOTS EVERY 48" O.C. MAX. EQ. NUMBER ~..,. = : ffl'::Ftt •-mes juED RODEO lRAIN~ DRMNG f'Ai IERN . 2-rf' 06/M/2008 1109!521 FlagPt.l O rt, FlAG POLE~ ,_ , , , ; ,, ; ,I -~ • !l. . '-V-. V • -.r >. V . ,, ✓,, ✓ / j / / .fl ' . .JI 1· 31 8" FUU.Y GRO UlIDCONCRElE ITS -REFER TO MilSONRY UN CML PlANS (2)mUm. REBAR-RITER RAW!ll;S TO STR!JCT. D 1/4" TIIICIC M ETM. ANGtE ATTACHED TO CMtl WAil. AT TOP, BOTTOM AND SCREEN Will-I (J) 5/8" l( 4" ONE AT CENTER MIODlE Of ANCIIOR BOLTS -IN-lAID PERf Ok/11 tD METAL PANEL ~rn"YlMEl'AL mE, Sl'ANl)IRI) FRAME WELD TO 2"x2" GN.V. TUBE S'1ID. l'MIE 4•x4• GN.V. • TUBE S'1ID. FRAME 1 GROUT MOUND BOLT [ C a·-o·. 1YP. f-4", 1YP. 001E: INSl'All PlANI' SCREEN SYSIDI PER MANtlfACIURER'S INSl"AUAllON RECMOOAIDNS --- PWIT SCREEN PlAN 'b I '° ..... I 'b .._ I co • 4. ! : ' . i i 1-:--~: • C4 + 4 • 4 • 4 i !-:--;-! . ,-.. : : ~.. ' t , SQUARE S'1ID. COLUMN, SEE SIR!/CftJRAl llWGS. 11/'t 21 4" I-IORIZONTAL TUBE srm MEMBER, SEE srnocruRAI.DWGS. EOOE TRIM, 1YP. 3" TIIICIC PI.ANI' SCREEN PANEi. I.MO I-IORIZONT'Al.l.Y, 1YP • COPmtED POST MOtJNTED CUP SYSIDI, lYP. 1SQ!IARESTEEL COWMPI, SEE STRUCTURAL om;s. 4• 1-fORIZOKl'Al TUBE STEEL MEMBER, SEE STRUC1URN. OWGS. "J" TIIICK PtANI' SCREEN PANEL I.MD 1-10R1ZONru1. Y, lYP, COmt.ED POST MOUNJID CUP SYSIDI, lYP. "c" RINGS AT PANEL TO PANEL SfAM, lYP. 4• I-IORIZONTAL TUBE STEEL MEMBER. SEE STRUCTURAL-llWGS. ~ CONCREIEP!!AmR, SE[ STRUCIURAI. OWGS. -! ; ·-. -· -~--· '_~L'. k .. -~r-1.: .... : .... ~1-~-t--~-~ --~L•---"---------~--- 001E: INSTAl.l. PlANI' SCREEN srnEM PER IWM'ACTURER's INSTAL!Al!ON RECOMMEND\TIONS - PWIT SCREEN ENLARGED B.EVATION 3/4" 24 .... •• · .... : .... ... 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OF TH~E DOCl,MENTS FOR PUBLIC ,NJE.N,CN REVIBV SH41,.l, MOT BE CONtilOEREO A WAIVER OF RRM. DESIG!ll GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corpor>rtion t 9 ,~_' __ _ -ALUMINUM KEY !!AR 1rf' O.C. • '. . stcllON X-l( -IID1II PER l'!MI y-1 Pl.AM \U , .• #'f4 l( 1" SELF TAPPING STL PLT SCREWS 3 PER CORt£R, 2 PER END ~0 ...I .... -0 (.) N < 0) I.I. < C, (.) z ~ -'t:I z a, -.Q ~.!!? t-:a a: (.) LLI >, 0 a, z ?: Oc Q. 0 U) i: wo N01E: RELBSro MAT SYS'lEM INSTAl.l.ATION PER MAN!JFAClURER's RECOMMOOAllONS a:o ~ U). U) It) 0/! N --- RECESSED WALK--OFF l'AT 11/'t 13 IMPROVEMENT Pl.ANS FOR: ---... I.I. Sqslc b:. -., 2009 1107570-A-1.4 Sil& Defails.dwg ........ ~---1_c_.107570 .... A-1.4 CARLSBAD JO/Tllr FIRST RESPONDER TTWrlfNG FACILITY .. SITE.DETArts ....... ·~------, I APPROVED Ill~ -i J'LUIIIMER I ~. ,. d0r .... "' -t:>1-lt>~/6 TY CITY ENGi PE:28176 EXPIRES J/J1fJO,foA OWN BY: MH I . PROJECT. NO. . r o __ RA~~-NO. 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SUBMITTAL.OF THE.SE OOCUMcNTBFOR. PUBUI:: ~-VIEW~ NOf BE CONSIDERED II. WAIVER OF RRM IJESION GROUP'& RIGHTS. RRM DESIGN GROUP COF'YRIGHT2009 RRM is a Califomia Corporation ' 0 'i,.. -' ::::, co en ~ < a ~ ' ! I ~ 'I ~ Ii 'I ;1 i; 0 _. .... -0 (.) N < en LL. < C, (.) z ~ -"Cl Z CIS -.0 £2 ~ I-:; a: (.) II.I >, Q CIS z~ 0 C: a. 0 "' -c:: wo i:r:o I-~ "' I(') Q!N -LL. Siplu,6& '20D9 z :5 II. a: 0 g II.. ~ ~ ~ I!:! :c ~ < f1075?l)..,\.S.2.1 Atc~khna! Flouf'fan:rt,,g _.._ 1107570 """ A-S-2.1 ·· 1 SHEET 11 CITY OF CARISBAD 11 SHEETS I 24 . · ENGINEERING 0EF'ARlMENT · . 248 IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TR'AITIIING FACILITY ARCHITECTURAL FLOOR PLAN OWN BY: MH CHKD BY: MH/RM RVWD BY: DI PROJECT NO. I DRAWING NO. "81'(o· -483-1. L----- _, ' I : I I I I I I I I I I I ~, -13'! 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CONrlECTlON 'MTH AN'( ~OH.PROJECT OlliER THAN THE.SPECIFIC PROJECT ~ WHICH THE¥ HAVE BEEN PREPARED AND DEi/ELOPED WITflOl.rr ~WrllTTalaJNIIENTOFllRMDEBIGNGROIJP. 1/l&IJALCXJNTAC-TWITH THESE DRAWING& OFlSPECIFICATIONS SHAU.a!N&llllt!Ti.CONCI.USME EVIDENOE.OF ACCEPl"ANCEOF THESE. R,cSTIUc.T~ 9UBMITTA(, 01' THESE COCUMENTS FORPUBLICAGENC'i ~!fflN SMALL NOT BE CONS!OERECI A WAI.lie\ OF RAM llESIBhl GROl.P'S. RIGrlTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Caltfomla Cc,rpo, atlon ~ ~ 0 0 ~ ...I ::> m ~ ~ • " "' I "' ! "' "' ~co _, 0 -.o (.,) N < 0, LL <( z Ot> :s z ~ II. -"C a:: Z CII 8 -..c ~~ _. u. I-:a _. 0:: (.,) ~ w >-:::, C Ill t-- 0 z 3:: w Oc !::: X 0. 0 0 u, -a:: w .. < 0:: 0 0 .... U) ARCHITECTURAL FLOOR PLAN -FIRST FLOOR CONT. SCALE: 1/8" = 1'-o• 1 u, I() 0:: N - KEY MAP I I ////!fft/111, P22222, d,2>222>ii p222222222&22221 . €2)2/222'222>22221 £22222222'22222221 v,,,,,,,,,,,,,,,,,,,,,,,,,,,,.L. r-------------- LEGEND 2x4 NON-BEARING WOOD SllJD WALL 2x6 NON-BEARING WOOD sruD WALL 2x8 BEARING WOOD STIJD WALL 8" CMU WALL 12• CMU WALL 8" CMlJ WALL W/ 2ir4 FURRED WOOD sruD WALL DOUBLE WYTHE 8" CMU WALL W/ 8" SEISMIC SEPARATION GAP I KEYNOTES DMS10N 02 -SIIE WORK OMSION 7 -THERMAL ANO MOISTURE PROTECTKJN 02821 CHAIN-LINK FENCES AND OOtS 07631 GUTTERS AND DOWNSPOUTS r D2821A -GM.VANIZED CIIAIN LINK FOCE S'ISIEM. 07631.B -DOWNSPOUT. REFER TO DETAIL 32.JJ/A-S-9.9. 02830 FREESl'ANDING lREl.LIS FENCE rJTl20 ROOF ACCESSORIES 02830A ~ FREE51'ANDING lREl.LIS FENCE. REFER TO DETAIL 21,24/A-1.4. 'JTl20A -ROOf ACCESS fl'ITCH. REFER TO DETAIL 21, 24/A-S-9.9. DMSl!lN OJ -CONCRrn: lJMS!ON 1D -SPECW.TIES 03300 CA.51-IN-PIJICE CONCRfJE 10523 EXTINGUISHERS, C\BINElS RID ACC£SSO~ OllOO.K -CONCRETE Sil[ WM.I. 10523A -REt1:SSro-MOUNJED FlRE EXIING!JISl!ER C\B!NET. REFER TO DETM. #/A-S-92.. OJ451 ARCf!ITEC1UIW. PRE-CISr CONCRETE -10523.B -SURFACE-MOtm!ID RRE EJmNGtJISHER CABINET. REFER TO DETAIL 44/A-S-92:. DJ451.C -PRE-CISr CONCRETE Sl'lftSH BLOCK. REFER TO DETAIL 34/A-s-9.9. DMSION 11 -E0tJ1PMEI[ DMSION 05 -METALS 11450 RES1DENT~ EQUIPMOO 05120 -STRUC1URAL Sim. 11450A -FREE'-ST~ ICE CU1lE fMCH!NE _ 05120A -STRUCIURAt. COLUMN, REFER ID STRUCIURAt. PLANS DMSQI 12 -R1RN1S111NGS 05515 LADDERS _ _ 12100 VINYL ART WORK --8" CMlJ WALL W/ 2• INSULATION, 2• AIR GAP AND 4• CMU VENEER 05515A _ EXTERIOR ACCESS LAODER. REFER 10 IJETAIL 23/A-S-9.9. t2100A _ DUAL GUSS PANEL W/ IN-tAID GRAPf!lC DISPtAY' AITT TO BE EDGE MOtm!ID t ITT OF 05520 f!ANDl?AII.S RID RU/GS--AMC£Nr WALL SURFACE. REFER 'TO OEIM. 51/A-S-9.2. %" GYP. BOARD OVER ¼" HAT CHANNEL OVER 8" CMU WALL 05520.B -42' fllGR Gt1ARORA1t.. DMS10N 15 -MECIWIICAJ.. l----~===============:::--::::::: !IL" 05580 FORMID METM. FAflRl()l.l!ONS 15410 PLUMBING PIPING %" GYP. BOARD OVER Yi HAT CHA1,.,N,...NEL--rn-n:O,,-VER---?vr.73:---wrG1n1YP"r. ________ 0558Qa,A--,---PERFORt\1El)-MFJAt;--SCRrnt---REFER-T0--0ErAlt2t,J4/~s--9t-o-.B.-----------lS4tDA .: FlOOR,-,D""IWIA"""Gt...----..R&mE~R"IDl7P[lll11MB1NGliliii'..----rnPLANS~--------~ ~------~--~===:r--BOARrH)VER->,l"-rt.YWOOD Sl'fEltTHlritG OvtR 2x6 WOOD DMSION 6 -WOODS AND PlflSl1CS 15440 PLUMBING F1X11JRES STUD OVER OVER Yi PLYWOOD SHEA THING 06tOO ROUGH ~POOR\' 15440.E _ HI-LD DR!NJ<ING FOUNTAIN._ REFER TO PL!JMB!NG PLANS j--• • • • • • 'I 8" CAST-rN-PLACE COl'ICRETE WALL 06100.D -4• FURRED WALL BElOW cooornroP WORKBENCH. 15440.J -SERVICE SINK. REFER TO PLUMBING PIANS 15450 PLUMBING EQUIPMENT -~ ~.-::,:,:;,;.,::.;;J 18" CAST-IN-PLACE CONCRETE WALL 15450A -AIR C\/Mf'l£iSU: sr.>mf.. REFER TO PLUMBING PlANS <1) IMPROVEMENT PLANS FOR: --... LL 1 .. if 9iipbw;lba 9. 2009 1 IIJ75'IO.A.S.2.2 An:h-.,,1 Filxlr F'lan.dwg --1107570 ...,. A-S-2.2 CARLSBADJOlfVTFIRSTRESPONDER-TRAitvlNGFACI/JtY ARCHITECTURAL FLOOR PLAN OWN BY: MH -1-CHKO BY, MH/RM. R\IWO BY: DI . PROJECT NO. . ''!IG96-. ' / ___ / I --f ' 1 @-----.... --- C1-1---- I I . I I --~L- 06400.H SllXII) FtOOR L!llll'f o--~--®~3 ~ -f)Jt-I V L ___ l ___ _j : . I lllll I q I , , Sl'COND FtOOR 17000 AUDIO I I I L!llll'f ' ·_ --------r---~c-~=-=t-~-1-~--------L---~=--;-=-;;---! , ko523 -------_-_ ~1 ~i-;) _ I' --=:J ~;_ ~~- .g 00 = = 54 • 0 g E J---1----7-" '*' --;:_-=• -=--=--------~~-~~-~-~ / ' I : I = = = 11 q Fi-+--- G1-1---- I I I I ' ID'S I .), RESiklXM n2111iil-~f-H-•' \ I = = I 91 : I : 00 = = ~-~-~~J i: : I f=j II . = II L--- -- I 12100.A; , lYP. fi=j~· I I I I I I ' I 00401I.A, lYP. I e-L__....-l.._l~.B. lYP. IMIIE : I ,~ : 11,.,,w--:--1-·1~.C, lYP. I I ! ! I I I ' 11--1------------------7 .--ti I I I I I 10651A I I 0LL--~-------{------------J I I r--~-------------------, @ I : I l -I l I I I I I I I I I I · I I I : . t '/ ! 1l, I ---------------- 0 -_.,;-::-:=lJ'C;;-~------•mTlt--1 1 -1-~,------------------1 g I I I I !g 12100.A; I I IL I lYP. II t I I -I I 23 I I I I I I I I ~=I I I I t I I I t I I I 192•-o· AIJGN FINISHED : MATERIALS I I I 06400G I I ,--~-L ___________________ _l _______________________ _ ' I I I I I I I I · · L I I . ---,--------------------,------------------------ 1 I I . ;@! I I I I I I ,--------------------..___ ______________________ _ . I I : I · I I ' -,--~ I I I I I I I I @: I : ~~. ,f1. -i--r------------.J,----f-l --1'1+·1- /t, ~--~------------------~ I l --------7--------------------=------- Mt-+-- I amm, SllllWl:1 00 ' I I I I --------~~~~:ft--=41r------1F--'=ip,_ ~~=-=-~-;;;;;;,,;;,;;;;--;;;;!t;;;;,;--;;;;;;;-;;;;;.;-!!:=.;-~~...4-......!1..... ............... ~ ___ IL__ _______ _ C(ffl)IR p I <§>~~ _J ~ . ©------. --~'~' t--r ==.J~~~ 0 J 05580A 2 7 8 I I I J I I ' J GENERAL NOTES 1. ALL EXTERIOR WOOD FRAME NON-BEARING WALLS ON THE SECOND FLOOR MUST BE FIRE RETARDANT TREATED WOOD IN COMPLIANCE ¥nTH CBC SECTION 2303.2 PER CBC SECTION 602.3. KEYNOTES DMS!ON 05 -MErAtS 05580 FORMED MEIAL FABRIC'.TIONS 05580A -PERFOIWED MUAL SCREEN. REFER TO OCTM. 24,34/A-S-9.8. OMSION 06 -ffllOD AND PIASllCS 06400 ARCHITECTURAi. CA5EWORK 06400.A -24" DEEP 8')[ OONEr W/ADJUSl'ABt.E SHE!.VING. REFER TO DEJAlts 31,32/A-S-9.2. 06400.1:l -12" DEEP UPPER CABlt.ml' W/AIWSl'ABLE SHEI.VING. REFER TO DErAIIS 31,41/A-S-9.2. 06400.fl -BUR.T-IN SOI.ID PI-IENOUC ElENCII. REFER TO DErAII. 22/A-S-9.2. 06400.G -18" DEEP FUll HEIGHT DISPlAY casE W/ AllltJS1ilBI.E SHEi.WiG AND RJLLY GtAZID DOORS. Rm:R TO DErM. JJ/A-S-9.2. OMSION rr, -THERMAL AND MOISIURt. PROIECTION 07720 ROOF ACC£SSOR1ES 07720.A .:. ROOf ACCESS f!ATCH. REFER TO DEJA!l 21, 24/A-S-9.9 • DMSION 08 -DOORS AND WINDOWS 0&131 OVERHfAD COILING DOORS 08331.E -PUSH-UP SMOKE COmROLLED ROil-UP DOOR. MOUITT ACCORL'ING TO MANUfACllJRER'S RECOMMENDATIONS. 08800 GtAZlNG I I 08800.C -cotOR COA1ID GL\ZING PATTERN "A". INS!'ALL Gl:AZING IN THE FOLLO'MNG cotOR PATTERN: 245 LIGHT RE!), 388 GOLD RUSH, 220 PINK MAGOOA, 450 ~N 08800.D -COLOR COA1ID GIAZING PATTERN "B". INS!'ALL GI.AZING IN THE FOLLOWING CCX.OR PATTERN: 388 GOLD RUSI!, 245 llGIIT RE!), 450 s-lFFRON, 220 PINK MAGOOA DMSION 10 -SPECWJl£S 10523 EXTINGUISHERS, CABINETS & ACCESSORIES 10523.A -RECESSEO-MOUNIID FIRE EXTINGUISHER C'.ABINEl REFER TO DEfAII. #/A-S-9.2. 10523.B. -SURFACE-MOUITTID FIRE E:Xlm!ISHER OONEI'. REFER 10 DFJM. #/A-S-9.2. 10651 OPERAlltE PANEi. PAJrnTIONS 10651.A -OPERAllLE PAITTll10N WALL REFER 10 DITM. 54/A-S-9.3. OMS!ON 12 -FURNISfl!NGS 12100 Vltftl ART WORK 12100A -DtlAL GOOi PANEL W/ IN-IAIO GfflllC DISPlAY ART 10 BE EDGE MOUITTID t Off OF ADJACENT WALL SUROO:. REFER TO IJErAI( 5!/A-S-9.2. OMSION 15 -MECHI\NICI!, 15410 PLUMBING PIPING 15410.A -FI.OOR DRA!MI.GE. REFER 10 PlUMl:llNG PlANS 15410.D -Fl.tm SIN!( 1JR111M;E. REFER TO PUIMBING PIANS 15440 PlUMBING FIXltlRES 15440.C -lAVATORY. REFER TO Plt!MBING PlANS 15440.E -HI-LO DRINKING FOOOAIN. REFER TO PLUMBING PlANS .___ ____ LE_G_E_N_D ___ ____.I 2x4 NON-BEARING WOOD STUD WALL 2x6 NON-BEARING WOOD STUD WALL 2x8 BEARING WOOD STUD WALL %" GYP. BOARD OVER Yi HAT CHANNEL OVER %" GYP. BOARD OVER Yi PLYWOOD SHEA THING OVER 2x6 WOOD STUD OVER OVER ½_" PLYWOOD SHEA THING KEY MAP '''"'''''''' I "' THS. INCWDEO OAAW!MGS, SPECIFICATIOMS,. IOEM,. OE&GM&Alllll MRA!olGB&EHTS REPRESENTED nteRE&V ARE AND SHAU. REI.WM. THE PROFERTV OF RRlil OESIGk GROUP I\Nl}NO PART TI-IERF.l"IF sw.Ll. Be: COf'IED, lllSCLOSED TO OTI-IERS Cfl. IJSEC IN CONkECTION. \Mn! AlN WORK OR F'RO.JE;C'l' OTMER THAN. THE SPECIFIC PROJECT FOFl;'Mt!Cf>il-li<'l'HAVia.lEEHPRE?AAEDAJrrlDtlE.VEl.OP€llWITHDITT THE WRITTEH CONEMT OF RAMOESIGN GROuP. \IISUAl,.CONTACT WITH. ·rt-lSSl;OW.WINGS ORSPliCIFic;;,,\T!OfrlS Shlll.l,.CCINSTITUTE.CONCWSHE 1:Vlll~Ot' ACCEPTNICECF THESE RESTRICTIONS. Sl.BMITTAL OF THcSE. OOCU.ueNTS FOlt PUBIJC. AGENCY RSVIEW SHALL NOT aE C.0"'21~ A w,JVeft OF RAM CESIGN. GROl,jP'S. RIGHTS. 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T.iE PROPER.TV OF RRM.CE.SIGN GAOi.JP AND NO PAATTHEHEDF sw....L · BE ~IEIJ, DISCL.OSE.D TD OThERS OR.USED IN ~ION. WITH NI'{ WORK OR PROJECT OTHER THAN. THE SPECIFIC PRWECT FOR v.llCH THE"f I-IA.\IE BEEN PREPARED ANO DEVElCPECI WITHOUT TtlE WAI.ITEi! CONSEMT Of RAil DES~ GROUP. VISL.W. CONTACT Wrnt 'l'tlelEcllRAWlh'GS ORSPECIFICATION&SrW.L COlriSTITUTE.CONCWSNE. EVICEMCE.Clf ACC8"TANGE OF ThESERESmlCTIOP£ SUBMITTAi. OF 7He:l£ ODCUMENTS FOR PUBLIC AGENCY RE\IIE.W st-W..L. NOT BE COIIISICERED A WAIVER OF ARM DESIG!\l GROUP'S RIGHTS. RRM O!:S1Gllt GROUP COF'YR!GHT 2009 RRM is a California Corporation ~ 0 -_. .... -0 0 (',I c( 0) LL. c( 00 z z ~ :s -'0 z n, Cl. -.c 0:: ~ 1/) 8 .:: I-n, ..I a: 0 u. z w >-0 ~ ~ 1/) z w 0 C' :;; 0.. 0 i5 ti) ·.::: wo O:::o t-co ti) IO 0::: (',I -LL. 1:-=fi • .... .,. 1.2009 11~2.4 o; 11a11sl1111 F'loor F'lan.dwg --1107570 .... 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Sitid:fbf PIIOI' I 1JII r 20'-8" 61'-4" 2·-0· 16' -8" 2'-0' 14'-8' 39'-0" 14•-o· 12'-IJ" _ _l_: _____________________ .....:_ _____ _.:,__ _____________________________________ ·:._ ____________________________________ __:_ ___________ ___; ____________ _ LLI :z :::i ::,: g :Iii a·-o· 14'-o' 24'-7" a·-0• 24'-o" ,00...'IJR) RMCE I 131 t -------' 32•-o· a·-o· 64'-o' ARCHITECTURAL DIMENSION FLOOR PLAN -FIRST FLOOR {CONT.) KEY·MAP ,,,,,,,,,,,,, I LEGEND 2x4 NON-BEARING WOOD STUD WALL 2x6 NON-BEARING WOOD STUD WALL 2x8 BEARING WOOD STUD WALL a• CMU WALL 12" CMU WALL v///////////2///j a· CMU WALL W / 2x4 FURRED WOOD STUD WALL . . . e>v»azn,nn+ DOUBLE . WYTHL B •. CMU WALL W / a•. SEISMIC SEPARATION GAP V✓✓✓✓✓✓✓✓✓,-✓✓✓✓✓-r.,., .. _,.,.,_,., ___ .., . B• CMU WALL W/ 2• INSULATION, 2• AIR GAP AND 4• CMU VENEER %" GYP. BOARD OVER ¼" HAT CHANNEL OVER 8" CMU WALL __ ___ %"_ GYP._ BOARD_ OVER Yi_ HAT_CHANNEL_OVER_%"_GYP._ BOARD OVER Jli PLYWOOD SHEATHING OVER 2x6 WOOD STUD OVER OVER Yi PLYWOOD SHEA THING 1• " • • • • · 't 8" CAST ~IN-PLACE CONCRETE WALL ~ ·~::,\;';..:.;:~~;i 18" CAST-IN-PLACE CONCRETE WALL I a·-o· '!24'-0" '!24'-0" l 4~fi':o• 6'-0" 56'-o" 8'-o" a·-o· ---------------' a·-o· 32'-0' 66'-o' GENERAL NOTES 34'-o" !WEI' 11W' I -I \ 1. ALL DIMENSIONS ARE TO THE FACE OF STUD OR FACE OF CMU SURFACE. SEE ENLARGED ARCHfTECTURAL AND STRUCTURAL PLANS FOR FURTHER DrMENSIONS. --------------------------------------------- • • • • '!.o I ~ @ THoE. IMGLUDED DIUr.WING&, SPECIFICo\T~ IOE.\S,. DEEMGNS.AlolD ARIUIMOEMEN1'S REPRESENTEQ THEREBV ARE AND SHAU. RBU,ILI TI,E f'ROPERTV OF RAM OESION.GAalJ> AND MO PART TH£RRIF SHAIJ._ BE C':OPIED, Dl9CLOSED TO OTt,ERSOR USEO IN CONlolECTION. WITH N« WORK OR PROJECT OTHER THAN THE SPEClFIC PROJECT FORWflJCl1 THEV ~\IE BEEN PREP-.REO AtilO t!EVELOPED WITHOUT THE WFtiTTBI. CON!IEfiT OF ARM DESIGN GROUP. VISUAL OOH TACT Wint TI,ESEOAAWlllllS.ORSFECIFICATICl~SrW.LctlWSm:LnE.CO!roCWSI\IE. E\IIDEMCE OF ACCEPTANCE OF TI,ISSE.Ri;BlR~TIONS. SUBMITTAL. OF THESE DOCUMElfl'S FOR l"IJBLIC AGENCY REVlafli.SHAl\.. NOT BE CONSIDERED,,_ WAIVER OF RRM DESIBN. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Cafifomia Corporation ~ ~ ,_ -' ~ III fl) l!! < a ~ ! I ti .. if ~t ii ~, ~ C> -..I ..... -C> (.) N <C 0) tL. <C C, (.) z z -:5 -'t:J z a, 0. -.0 a: ~ ti) 0 -g .. I-a, a: (.) u. z w >-Q ~~ U) z w Oc ::5 0. 0 0 (/) ;: wo a: C> ,_ (£) (/) II') SCALE: 1 /8" = 1'-o• 1 I a: N L&., I --... 91pk:uk 9-2mlc 1101510-A-S-2.5 Olmet ~TCI , Floor P!an.dwg ,._ 1107570 ... A-S-2.5 • I SHEET 11 CITY OF CARLSBAD 11 SHEETS I 28 . . ENGINEERING DEPARTMENT . . 248 IMPROVEMENT PLANS FOR: CARLS8AOJOI/VrF1RSTRESPONDER TRAINING FACIIJTY DfMENSION FLOOR PLAN OWN BY: MH CHKD·BY! MH!Ru RVWD BY: DI 28176 EXPIRES J PROJECT NO. ~. ~ re ~ ..... G) l'V 00 0~ -~ "' If .;,. ..... 00 I ' -!l ~ j ' :2 iS - § " l!f 8 !l' il: ! ~ • • .§ "' .. .. ~ I "' ~ ~ ~ -'t 'b l a ~ I ii ls "' .. .. J, I 1' ~ ~ " -oi -8 g -. II: ~ l ~ cl ~ ~ " ::: -::: 0 ~ -e .a ~ ., ~ ::s. -<> ~ ~ ' ' -' ! .!. -ii .., .~ ~ a il-~ l< I;: l :!l ~ <> ~ ~ ~--.e 0 ~ C it !? " 0 "' g ----------t\j __ ------~ -:;; 1 10'--0' A ~ .I \S ' --,., I I ... • I "!:::, I "' - I rJ:;-= I ... • ~ I ..... ~ • --I --~- ~ • ~ r;--+---- N ,., ;!., -I lli--- 1 I 5: I ~ _@ __ ~-----..!~ ~ I,-- "!::. 'b ~(_.1<f'_}---'""b=t-~e--- ~ - I 4'-6" ~ -- 2 fl'-'if • 1-'if ........ 7 ~ I I I - I - 12'-4" 11-s· .1Q_ 2 .. r,\ 4 6 73•-4• I 1'-2" •-4• 1 6Hl" 1'-< • 23'-4•! r2, V '-,..., 21•-4• r-4-I 16'-'if I • 6'-8" 8'-8" 12'-'if • -I 4' -8" . • • • -I --..... I ... ~ ... . ..... 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OESIGN&Ni!ll ,ar;tPAMOFMFNTS REPR,;SENTED THEl'l.EBY A~E -.NO SHAI.~ Ral.\lN Tl,E.PROPERTYOF-~ DESKIN GAOUPANDloO PARTTHEREa"aw.L.l. SE COPIED. OISCI.OSEO TO OlltERS OR.USED IN COMIIECTLON. 'MTH A/!NWORKOR.PROJECTOTHER THAN Tr-IE SPECIFIC PROJECT FOR WHICH TrtE'I' HAV!;. BEEN.PREf"AREOANO DEVet.OPED Wil110IJT THE W~TTENGONSENT OF RRM OESIGN GROUP. 1/ISUALo:w'tJCf WITI-I TIESE □IWMNGS. ORSPECIFICATI0"'5 ShALL CON!>TITUTE.CONCWSN£ E\ILCIEIIICE OF /11:,CEPT~ CF THESI!. RESTRICTlOMS. SLIIMITT4L OF" THESS IXICUMENTS FOR Pl.a.IC AGENCY REVIEW SHALL NOT BE CONSIOEREO ,,,_ WAIVER OF MM Dli&IGN GRQl,JP'$ RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM Is a Callfomla Corporation SCALE: 1/4" = 1•-0• I . 1 I ~ ,_ _. => Ol (/) ~ < a ~ ! ' ~ I ii ~~ ii 11 ~o ...I .... -o ON < O> I.&. < C,t) z --,:, Z RI ~~ I-RI .~ t) LLI >-0 RI fl) ~ 0.. :E ~ I-I/) w 0:: C w ~ :s z w SCALE: 1/4" = f-o• 1 2 r z3: 0 C' Q. 0 U) ·;:: wo O:::o I-co U) It) 0::: N. -LL. 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REMAIN TME PRCFERTV OF RRM, llESK»l GROUP AND hlQ !WUTI-IEREOF Si-1,t,LL BE COPIEO, DISCLOSED Tl'.lo CJ THEM OR. USED llrlCONlrilECTION. WITH ANV WORK OR f'ROJECT OTHER n-tN,4 THI= SPECIFIC PROJECT FOR. WHICH THEY HA'-E 8E'.E"' PREPAAEDANO DE\10..0PED WJ.THOUT Ti,E WRITtEt,&CONBENT OF RRM DESIGN MOLi' _ \jlSUAI,, CONTACTWllH THESE DAAWV!NOSOR SPECIFIOATl□froS. SHI.I.LCCNSTTTlJTE COtr.lCLUSNE EVIDENC£ OF ACeEP'TANCEOF Tl-ESE AESTRICTI~ SU8MITTALOF ntESE DOCUMENTS. I-OR PUBUC AGE.NOY REVIEW SHAU. NOT BE CONSIDERED A. WAI\IER.OF RRt,\ IJESIGN. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Cafifomia Corporation ~ ~ T-...J => !Il Cl) ~ < a ~o -I .... -o ON < 0) LL. < en z C, 0 :s z ~ -"O ~ z m :! -.0 8 ~ th -0:: 1!i ... ,_ m I-I= II) .. 13::0 B w LLI >. 0:: C co 0 ! z~ w In 0 C ~ ~ "' Q. 0 rn i: z LLI 0 w a:: 0 J-IO 204 JANITOR ROOM scALE: 1/4" = r-o· I 3 I 208 MEN•s RESTROOM SCALE: 1/4" = 1'-0" I 21 207 WOMEN•s RESTROOM SCALE: 1/4" = 1·-0· I. 1 I rn It') 0:: N -LL. KEY MAP I ru1111111n, .___ ____________ LE_G_E_N_D ____ ___.I ._I ______________ ~_K_E_Y_N_O_T_E_S ______________ __. e222222222222222a pv222222>>2>>224 2x4 NON-BEARING WOOD STUD WALL 2x6 NON-BEARING WOOO STUD WALL 2x8 BEARING WOOD STUD WALL a• CMU WALL 12• CMU WALL a• CMU WALL W/ 2~4 FURRED WOOD STUD WALL ' .,;;;;;;;;;;;;;;;:' DOUBLE WYTHE s· CMV WALL w / a·' SEISMIC SEPARATION ' K(((((((((((((((j -a• CMV WALL W/ 2• INSULATION. 2• AIR GAP AND 4• CMt, DMD lO -SPB.'111.)IES 10170 TOllEI COMP.ARIMOOS 10170.A -1UllEf COltlW!IIIOO 10170.B -lfflltW. PNmOOM 10500 tOO<ERS 1C500A -DOUlltE l1ER tlfflR. 1DIIIO lt'W, IWli, ANO IAtlMDRY ACCl]S(lRIES..,.....,. tffl!OOA -1 1/t' lllUtEID! STilJNlESS Sllil. G!!AB BIR. l!OIIRIC!( M8137.99 R£Fm TO Drnll 24/f-15. 10000.11 -R!!-c-:e:ss-ro~ Sf.lJ-{'(Mll & 1UllIT 11SStJE tl!Sl'IJ,'Sffi. lm!C!C !I-J474. 10IIOO.C -PARl1l10N-MOIIIIIEI) SW-<MR DISPfJfSER, SllfflR'I' IW'l(1II lllS!'OSM. ! 1UllIT 11SStJE OISPOOIJt BOllRICt( 11-357. 1060C.D -RU.i'SSID PAPER lUm IIISP£NSm ! lPSIE Rf.t1J'llm. l!OIIRIC!( B-m44 OMSKllt 15 -liECM,'Ql 15410 PI.UMBING PIPING 15410A -FlOOR ORMMGr. RmJ! TO PLUMBING PWIS 154!0 PllJlllllNG FlXlllRei 154IOA -WAlER ctem. R£Fm TO PltlllBING PW6 154!0.R -llRtW.. REFER TO PlllMBING PINtS 154!0.C -tAVATOR!'. REFER TO Plllll!!IIIG PINtS 154!0.G -WAID! H009!. RmJ! TO PlllMBING PIM'S 154IOJ -SfR'ltE SI«. RmJ! TO Pl\lBG Pl.MIS 154!0.L -SIIOWER HOO 'II/ Ml) SP!!AY. REFER TO PlUMBl!IG PLINS toaoo.E-SURfACI: IIIOOlll8) ROB£ IIOOt(. BOllRICt( !l-,7(jf'/J, R£Fm 10 OEl'MI. 'll/A-~9.1. · 1 GENERAL NOTES' 10800.f -SIAIN!ESS Sllil. FRAME MIRROR. BOllRICt( 11-290-7256. MOUNlED 10 m'PSlffol BCMRD. CElNC 1llE lEftMIMIJES AT IIRROR EllGl3.. l!lflOnG -lll1U1Y SIIElf 'II/ MOP/ml! HOtDER ! IWl HOOKS. l!OIIRIC!( 11-m_ lOIIOO.K -stmCE MOUIITEI) SOIi' lllSPENS[R. BOlm( B-mt6 -1. SEE T-1.3 FOR PROPER ACCESSIBLE CLEARANCES AND MOUNTING IOIIOOJ -R!.Cf!,Sf.D-MOIJN!ID SfAT-COYffi DISPfJfSER, SIN!!ARr tW'ffl OIS1'0Sll ! 1UllIT 1ISSl[ HE!GHTS. ~ GYP: BOARD OVER-¼" HAT CHANNEL OVER s•_ CMU WA -OISPf.it.iut lfflllCK 11-3574 2. ALL SLOPING FLOOR SURFACES INDICATED BYAN ARROW-ON THE I ~ GYP. BOARD OVER½" HAT CHANNEL OVER ~ GYP. = ru:sr:.~ ~ ': BOBRD( 11-290-3656. MOONlED TO GTP.MI 1ml. PLANS SHALL SLOPE AT A RATE OF ½":t'-0". l----------------'-------------'------_____!===~--BOARD--OVER-½"-PLYWOOD-SHEATHIN~OVER-2x!LWOOD-~----~0800.L -_R&RSllllLSOUO_PIIENO!JC_Jot.l)N()_SIIOWffi_BU«:ILBOBRIC!lll-5!81 _________ 3. PROVIDE A SUP RESISTANT FINISH TO ANY flOORING SURFACE IN STUD OVER OVER ½" PLYWOOD SHEA THING IOSOO.tot -SIIRfM:E MOllNl'ED uxm BENCH. A WET AREA. ----~ ---____ ___,_ j-·, ... ;: ... ► . 1 8" CAST-IN-PLACE CONCRETE WALL 18" CAST-IN-'PLAGE CONCRETE WALL DMS10N 12 -f1JRNISlftr«lS 12366 QIIAR!Z S\ltlfAC1NG CO!MER1UPS 12.166A -COIJNlERIOP QlllRIZ ~- .. Sapb:::lla ' 2009 1107570-A-S.2.8 Enla!ged RMtmom Plan!ulwg --1107570 A-S-2.8 ["SHEfilJ•CITY OF c AD_ 11~EElSI -L..::!..J . · ENGINEERING DEPAR'TMENT _ 248 IMPROVEMENT Pl.ANS FOR: CARLSBAD JOINT FIRST RESPONDER TRA!Nfft/G FACI/JTY - ENLARGED RESTROOM PLANS DWN BY: MH I CHK!> BY: MH/RM . RV'M> BY: Dt . PROJECT NO. !G'eGo I DRAWING NO. 463-1 - I ! ~ ::, ~ § t'l .. ~ " "' "' " J!' .. • il; 'll "' -!! Q .. .. ~ L "" L ~ ~ :? -t " ~ § it t "' ... • "' -!! Q .. .. J, L "< ~ ~ :? ;;; -8 ~ ii, e; ... ~ 1 " I ~ ~ :? --~ <'.l < <'.l -~ ,2 g ! -;;; t ~ • :": L ~ ~ •• ~ a I ~ ---1 ,1' ' -e t:; 'll il 5 . <.,· .. I ~ ' ~ _:_j :? I --.a } ,t ~. "' u "' ~ '.;! -;; i i 13'-4" "' TO F.F. "'F.F. -------Iii :=======~ 1....-------~ • ~--------!!=~ i--------,c!,2 1--------7 - ~PA'ff. I 10'1 r ENLARGED STAIR 103 -SECTION i r-------- 1 I I . ti ti ti ;'1---------1 .J!J--------l!'!l=,t--'!r 1---------r-------- ~ ---------:::.: ----= • so~ = ttl a, I U'l W ;,..a=:...,. .,--<- SCALE: 1/4" = 1'-o• I 3 I 6 A\-------" I "" L 1n - D}--'i.---'1.---I '--+ 14201).L J'-t J'-6' 1'-8" 4'-10· ~--+-05510.B, lYP. 6'-8" 10'-o" 6'-8" 2r-4• 1-ENLARGED STAIR 103 -FIRST FLOOR PLAN ©--:--- ~ r-g• o-s· s·-s· I'. -~.-1----=-=="'=''=--,.--,1'---~-6 ClR. 7 TREADS AT 11 CLR. 05510.B,-'---' lYP. t ON 1·-0· MIN. 4'-10" 10'-0" I L 2'-1· MIN. r -6" 1'-8" 05520A r-t-;:::=:::ffl_.(..05510A 05520.B 6'-8" I ENLARGED STAIR 103 -SECOND FLOOR PLAN ___,1.-fD SCALE: 1/4" = 1'-o• 1 SCALE: 1 / 4" = 1' -o• KEYNOTES DMSION 02 -SITE WORK 02820 ORNAMENTAL STEEL GIITES 02820A -SINGLE SWING STEEL GATE. DMS!ON 03 -CONCRETE 03300 CAST-IN-PlACE CONCRETE 03300.J -CONCRETE Sl'AIR. REFER TO CML PIANS. 03JOO.K -CONCRETE SITE WALL DIVISION 05 -MEl'Al.S 05120 STRUCTURIIL STEEi. 05120A -Sl'RUCTURAL COLUMN. REFER TO STROClllRAL PIANS 05510 METAL Sl'AIRS . 055!0A -MITAL Sl'AIRS W/ LIGITT WEIGITT PRE-Cl.ST CONCRETE TRE'ADS 05510.H -t WIDE WARNING Sl'RIPPING AT TOP/BOTTOM Sl'AIR AT 1" FROM EDGE OF NOSING I 05510.C -t WIDE SLIP RESIS!'ANT Sl'RIPPING AT EACH EXTERIOR Sl'AIR AT 1' FROM EDGE OF NOSING D5520 ~NDRAILS AND RAILINGS 05520A -34' HIGH ~NDRAl 05520.B -42" HIGH GUARDRAIL DMSION 12 -FURNISHINGS 12486 FLOOR MATS 12486A -RECESSED FLOOR MAT. REFER TO DITAIL 13/A-1.4. DMSION 14 -CONVEYANCE SYS'IEMS 14201 i'A.)SENGER ELEVATORS 14201.A -PJISSENGER HOLELESS, HYDRAULIC, DOUBLE LEAF ELEVATOR. 14201.B -ELEVATOR EQUIPMENT PER MANUFACTURER. LEGEND 2x4 NON-BEARING WOOD STUD WALL 2x6 NON-BEARING WOOD STUD WALL 2x8 BEARtNG WOOD STUD WALL vz»vvvvuna a· cMu WALL 12• CMU WALL pv111111vz>1@ 8" CMU WALL W / 2x4 FURRED WOOD STUD WALL -t22222v>2222v22, t>&WZ????ZZ??d DOUBLE WYTHE 8" CMU WALL W/ 8" SEISMIC SEPARATION GAP ,.,.,.,.,.,.,.,.,.,.,.,J.,,,..,,,,. ~---·--·------·-8" CMU WAtl W / 2" INSULATION, 2" AIR GAP AND 4" CMU VENEER %" GYP. BOARD OVER ¼" HAT CHANNEL OVER 8" CMU WALL %" GYP. BOARD OVER½" HAT CHANNEL OVER %" GYP. BOARD OVER½" PLYWOOD SHEATHING OVER 2x6 WOOD STUD OVER OVER½" PLYWOOD SHEATHING ,, , • • • • • •1 8" CAST-IN-PLACE CONCRETE WALL ~ ·:.:/;;':~-:.;::,~,i 18" CAST-IN-PLACE CONCRETE WALL KEY MAP '''"''''"'' [sHffi7 ~ I IMPROVEMENT Pl.ANS FOR: THE INCWDEDDIUoW,lilGS.SPEClFIOo\TIOhl&. IDEAS,, DESIGNSIINO ARRNIGEMEMTS ~O THERES'r' Al'IEAN!l SHAU.i.BU.IN THl:i PROPERTY Of' RRMOESIGlr<GIICUP AND NO PART THEREOF SHALL BECOAED.DISCL,OSaOTOOT)jE:RSORUSEDINcaBECTIONWlnl' N(r WORK OR PROJECT OTHER THAN THESPEClf~PAOJECT FDR Wlt!CI-I TliioY HAVE ~PR6?AREDANO DalE!.CIPED \IIIITHOUT THE WRITTBi t:CJNIENT Of RRU.lll=S~N GROI..P, \I~ CONTACT "1TH THESE DRAWINl:l6 OR8PEClflCATIONS SI-VIU. COh'STIT~ CONCl.l.JSIVE EVICENC£ OF~~ Ot-THE&~ltEBTfflCTIONL 5USMITTAl,.OF THESE ODCUMENTG FORPUILIGAGENCY REVIEW SHALL OOT BE calr,i.sJDEREO A WANER.OF RAM. OESIGN GROUP'S HIGH rs. RRM DEStGN GROUP COPYRIGHT 2009 RRM is a California Corporation ~ " '-...I :::, m Cl) ~ ::- " m I l'l ! "' "' 'I ~§ 'I §I ............. ., ..... 9.2009' .. CAR1.SBAO JO!NrFTRST RESPONDl:FrTFWNING FACllfTY ·· ENt:ARGED STAIR PLANS-. · BY: YH . CHKD BY: YH /RM RVWD BY: Df PROJECT NO. I DRAWING NO. "'·""" . 463-1 -------------- -----------.------------- ! i D '!o .. I :z: = ~ .... ::E -~ 13'-4" TO FJ. It: ;; b g -~ ~ ~ !'. 0 ~ ,;; ~ ~ ~ ~ .. ] QC ,. Z'b :::& -~ _, o· o· ..,. $ -F.F. 1l e, -!! '5 :!:? .. ~ ENLARGED STAIR 126-SECTION I "" I R ~ -f " ~ § a: t ;;; .., • e, -" ci :!:? .. .), I "" ~ ~ ~ §. a ~ ii, e; ~ i! 5 " I R ~ ~ --~ e § " -~ ~ u • "' ~ "" ~ 'll tl'. • ~ .!. "' I -'l •• ~ § ll-~ -~ I;: ~ -fl 1i " 05520.B 05520A 05510A ... = "" ¾-' '< I ffi «> <I") 12 --'!..,. I .... -... = "" ~ '< --!Q I «> ..... ~ ..,. - SCALE: 1/4" = 1'-o· I 3 I • • ,.., -I -I "' 'm - '6 I ... • -~ - • - '< I I 10·-o· 4'-10· ·-10· I ENLARGED STAIR 126 -FIRST FLOOR PLAN 1 10·-o· 4'-to· 4'-1o" t 4'-8" , 'l,. • 15 ...,u 05520A 05520.B ~ . "" 1! 05510A :; - 05510:B TIP. ,-ENl:A~GED SI AIR 1Z6 -SECOND FLOOR PO\N I SCALE: 1/4" = 1'-0" 1 KEYNOTES DMSION 02 -SITE WORK 02820 OR~AMENTAL STEEL GATES 02820A -SINGLE SWING STEEL GITE. OMSION OJ -CONCRETE 03JOO CAST-IN-PLACE CONCRETE OllOO.J -CONCRETE STAIR. RITER TO CML PlANS. 03300.K -CONCREfE SITE WALL DMSION 05 -METAI.S 05120 STRUCTUIW. STEEL 05120A -STRUCll/RAL COLUMN. REFER TO STRUCIURAL PtANS 05510 METAL STAIRS 05510A -METAL STAIRS W/ LIGI-IT WEIGi-IT PRE-CAST CONCRETE TREADS 05510.B ~ 2" WIOE WARNING STRIPPING AT TOf>/OOTTOM STAIR AT 1 • FROM EOG[ OF NOSING r 05510.C -2" WIDE SLIP RESISTANT STRIPPING AT EACH EXl£RIOR STAIR AT 1• FROM EDGE OF NOSING 05520 HANDRAILS AND RAILINGS 05520A -34" HIGH HANDRAIL 05520.B -42" HIGH GUARDRAIL DIVISION 12 -FURNISHINGS 12486 FLOOR MATS 12486A -RECESSED FLOOR MAT. RITER TO DETAIL 13/A-1.4. DMSION 14 -CONVEYANCE SYSTEMS 14201 PASSENGER ELEVATORS 14201 A -PASSENGER HOLELESS, HYDR>IULIC, DOUBLE LEAF ELEVATOR. 14201.B -ELEVATOR EQUIPMENT PER M-\NUFACTURER. LEGEND 2x4 NON-BEARING WOOD STUD WALL 2x6 NON-BEARING WOOD STUD WALL 2xB BEARING WOOD STUD WALL 8" CMU WALL 12" CMU WALL piV?t>VVVW• B" CMU WALL W/ 2x4 FURRED WOOD STUD WALL t22222222>2'?22dl e>>a>a222>2222a ,,,.,.,.,.,.,,,.,.,.,.,.,.,.,.,L,. ··--·--·--·--- DOUBLE WYTHE B" CMU WALL W/ 8" SEISMIC SEPARATION GAP 8" CMU WALL W / 2" INSULATION, 2• AIR GAP AND 4" CMU VENEER %" GYP. BOARD OVER ½," HAT CHANNEL OVER a• CMU WALL ¾' GYP. BOARD OVER ½" HAT CHANNEL OVER %" GYP. ===~ BOARD OVER ½" p~ moo SHEA THING OVER 2x6 WOOD STUD OVER OVER ½" PLYWOOD SHEA THING 8" CAST-IN-PLACE CONCRETE WALL 18" CAST-IN-PLACE CONCRETE WALL KEY MAP /////ft1t11t, I I ., To\E INCWOEOORAWIIIIGS, SPECIFIC,lt,T!Ot.S,. IDEAS. OESl6H&AND ~REPRESENTE.DTHEREBVARE:ANDSl-!AU.REMAIN. n.E PftOPEFI.T't' OF RRM OESIGJrri GROUP AND NO PAAT TI-EREOF SI-W.l BE COPIED. DISCI.OSED TO OllERS OR.USED IN OOM,IECTION WITI-f NfV WORtC.ORPAOJECT OTHER~ THF!SPECIFIC PRO.IECT FOR WHICK TWE'f l'IAVl':.8E£N PRE?AREOMIO Da/El,.OP&I, WITHl'.lllrr Tl£ WRITTEJil. coi,,:sejT Of RRW DeSIGN GAOi.iP. VISUAL CONTACT WITH THE5EDRAWINGSO~SP~F"-'TIONSSrWJ,.cot.STITUt&.CONCWSN£ lill'ICENCEOF AIXEP'fMfCe.OF nESERESNCTIOM&. SUEIMITTALOF rl'UoSI= UClCUMSIITS FOR PUBLIC AGl=./IICY REVLE:W SHAU. NOT Bi; CONSIDE;Ri;D A. WAIVeK IJF HRM IJ~LGfli GROl,JP'IS RIGHTS. RRM DESIGIII GROUP COPYRIGHT 2009 RRM is a California Corporation ~ ,_ ...I ::) CD Cl) ~ < • ~ --"" 1: -! ,. ii ;~ if ;1 ~0 ...J .... -0 (,,) C'II < 0) IL cC oo z --"O z cu -..c ~ .!!! I-:a « 0 w >-0 cu z == 0 C ll.. 0 "' "i: wo «c:, t-tO (/) V') « C'II -IL if .., ..... '2009' 1107570-A-S.2.10 Enlarged Stair Plans.lfwg --1107570 ..... fl) z :S 0.. a::: ~ II) 0 w ~ :S z w A-S-2.10 []JI c11~111£!m~~~AD I~ IMPROVEMENT PLANS FOR: CARLSBAD JO!NT F'lRS1 RESPONDER T1?AIMNG FAC"-.rrr ENLARGED STAIR PLANS -~;% ~~~=-~------()-. " .. -/4-~Ui--- DEPUTY CITY ENGINEER PE 28176 EXPIRES J O _ 1 Dm DWN BY: MH PROJECT 1110. CHKD BY: MH /RM RVWD BY: DI -i 6 5 4•-0· 6'-2· I 6'-t 3'-8" 05510.C • ~ § 03300.K 03300.J ~ -I I ~~ !;,: 05520A ~ 'ln f'!;i U") I - 1' 10'-0" 'b . ~="'--~'"'''tf"ss .. e:::.e:::······e:::.e:::·· ···ee'•ss.·· ···e:::······~·· .... , ............. ·iJI.· --1~~12486A ~ d :·:_.i•:··.:·:.:·; ·; .-. ,,, :::~::~-:~:----······••----·:•······:::::·········::::·····' ':'' ~:==~:>::· .. ·······------.. . .. -7:·Z:E;.( .. . ©-- ENLARGED STAIR 142-PLAN SCALE: 1/4" = 1·-0· I 3 I 8 ..... ,, ....... . .f ; lf--~--~:-~,1~ :l~-~'-=---J .... '!a o'-o" . " " '' '' . . '' ·~-~jlf:~i~ .!ITA~il~~l~Wt~:=. -,~fmu--a~ .. l .. :~_; .. -~r~\T,,4L;; .,, 12486A 03300.J 05520A ENLARGED STAIR 142-SECTION SCALE: 1/4" = 1'-o· I 4 j I -1 i I I I ©-~////,//////////////////////////./////////A v"/ 4•-0· i;,:;: . CLR. / ~ • 1·-• ... 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REFER TO CML PLANS: 03300.K -CONCRETE SITE WALL DMSIO~ 05 -METALS 05120 STRUCTURAL STEEL 05120A -STRU~L COLUMN. REFER TO STRUCTURAL PLANS 05510 METAL STAIRS 055l0A-METAL STAIRS W/ UGITT WEIGHT PRE-CAST CONCRETE TREADS I 1HE INCU.IDED DRAININGB, SPECIFIC,t,.TION&. IDf.Mi. DEl:ilGN&ANO ARRAHGEIENTS REPRESENTED THa.EBY ARE AND &1-iAU.. iiEMAIN TIie PROPERTY OF RAM OEalGN. GROUP AND NO PART THEREOF SI-W..L BE COPIED. DISCLOSED TO OTHERS DR USED IN CONNECTION. WITH AW'{ WCRl(OR PRnlECT OTHER. T-'AN Tl-!E. SPECIAC PROJECT FOR WHICH THEV HAVE IEEMa PRE?,lAEDNID rlEVELOPEll WITHOUT THE WRITTEN. CONSENT I'll' RRlilOESIGN GROUP, Vl&IJALCONTACT Wll'H THESE ll,IIIA\MNGS 0Fl.9PECIFICATIOlilS 9HALI.COIIS.TlTI.. TE.CONCL.USNE l!VIDEHCEOFACCEPTANCEOFTHESSRESTRICT\Olll8. SI.IBMITT~OF THESE DOCUMENTS FOR Pl.Ml.IC AGEIIICV' REVIN SHALL NOT BE COMS!DERS.OA WAl\lEFl OF RftM OESIG!ot GROUP'S RIGHTS,. 05510.ll -t WIDE WARNING STRIPPING AT TOP/llOTTOM STAIR AT 1• FROM EDGE OF NOSING RRM DESIGN GROUP COPYRIGHT 2009 RRM Is a Callfomla Corporation 05510.C -2• WIDE SLIP RESISTANT STRIPPING AT EACH OOERIOR STAIR AT 1• FROM EDGE OF NOSING 05520 HANDRAILS AND RAILINGS 05520A -34• HIGH HANDRAl · 05520.ll -42" HIGH Gt/ARDRAIL DIVISION 12 -FURNISHINGS 12486 FLOOR MATS 12486A -RECESSED FLOOR MAT. REFER TO DETAIL 13/A-1.4. DMSION 14 -CO~ANCE SYSTEMS 14201 PASSENGER ELEVATORS 14201A -PASSENGER HotELESS, HYDRAULIC, DOUBLE l.Ei\F ELEVATOR. 14201.B -ELEVATOR EQUIPMENT PER MANUFACTIJRER. I LEGEND 2x4 NON-BEARING WOOD STIJD WALL 2x6 NON-BEARING WOOD STIJD WALL 2x8 BEARING WOOD STIJD WALL 122v222222z>222za a• CMU WALL 12" CMU WALL paz=av,1224 8" CMU WALL W/ 2x4 FURRED WOOD STIJD WALL £2&2222222222222) DOUBLE WYTHE 8" CMU WALL W/ .8" SEISMIC SEPARATION GAP i ~,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,. r•••••••••••••••• 8" CMU WALL W/ 2" INSULATION, 2• AIR GAP AND 4" CMU VENEER ¾" GYP. BOARD OVER ½" HAT CHANNEL OVER s• CMU WALL ¾" GYP. BOARD OVER Yi' HAT CHANNEL OVER ¾" GYP. BOARD OVER½" PLYWOOD SHEATHING OVER 2x6 WOOD STIJD OVER OVER Yi' PLYWOOD SHEA THING ft d ; .Z ~; • ij a• CAST-IN-PLACE CONCRETE WALL 18" CAST-IN-PLACE CONCRETE WALL KEY MAP . '''''"'"''' I I!! ~ ~ 'I---' ::> CD Cl) ~ < • ~ I ~ 1· if ~s •1 ~, ~ 0 -..J .... -0 0 N < 0) u. < C, (.) (I) z -z -,, :5 z ffl -.c II. ~ U) a:: ,:: ~ I-ffl a: (.) 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DallGN&NrrlD ARRANGEMENTSREPRSS~ T~ ARE.ANOSI-IAU... RalAIN THEPRJPERTYOFRIMDESGN.GRDUPANDMO ?ART THEREOF SHALL BE COPIED, DISCI..OBED TO OTHERSORUSEO IN CONNEaCTION. \Mn-I AHVINORKOR PROJECT OTI-lER ~ THE.SPE.CIFIC F'ROJECT FOR WHICH THEY HA\IE. BEEN.PREPARED AND tlE.YELOPEn Wf1'HOLJr Tl£ WRITTEN.CCWBENT rE RAM. ll£SIGN GROUP, \ilSUAI. CONTACT WITH THES£0AAWING&ORS>EOIFIC4TIO!rlSSl-loliLLCt'lllSTLTIJTEcc:tcCl..l.lSNE E\ODEJ«:E □F ACCEPTANCE OF THESE REaS'TRJCTIOIIIS. SlJBMITTAL OF n-lESE DOCUIIIEWTS !'OR PUBLIC AGE:NCY REVIEW SHALL. NOT BE CONSIDERED Ii. WAIVER CF RAM OESJCM,,1. GROUP'S RIGHTS.. RRM DESIG"'1 GROUP COPYRIGI-IT 2009 RRM is a Califomla Corpomtlon ~ f--' ::> (D en s <( • ~ ~ 0 z :s II. :r 1/) z ii: ---~+------------------------t---------------------------------~------------"--=f----------~---- 1 I / · I I I I ROOI' I NlfA I I D I I I I J J 8 192'-o" *SEE A-S-2.13 FOR RNISH SCHEDULE I I I ♦: -I .... :z: ::J :c ~ ~ SCALE: 1 /8" = 1' -o• 1 -"' !!la;,Luk _, 2009 1107570-A-S-2.12 Flnl!fl Pl!n.dwg. ... _ 1107570 -A-S-2.12 - I SHEET 11 CITY OF CARLSBAD 11 SHEETS I . 35 --. _-_ EIIIGINEERING _ DEPARTMENT _ 24B IMPROVEMENT Pl.ANS FOR: CAR!.SEWJ JOM'FfRSTRESPONDER TRNMNGFACILITY FINISH PLAN DEPUTY CITY ENGINEER OWN BY: MH CHKD BY, MH mM RVWD BY: -DI MMER PE 28176 EXPtRES J PROJECT NO. !600-I-DRAWING NO. _ 483--1 ' 1 I ' I UNI-SEX !»-SEX RtSIROOII r RtSIROOI t 132 m J 2 ! 8 M 38 4D 48 I 4C SIIM&Rllhf PROP Sitid:fkthT PIIOP S'ftld:ll«Jiu PIIOP ~----!, --- SIUd:fROhf PIIOP , SIMfROMr PROP Ir· ............ ·cc,, .... ,. -....... J I -,-----1 1-t ---0 Tl,E IWCUJDED DRAWIWGS, SPSC(FICATICINS,. 101:AS, 0E5ilGNSIIND '°PP,.NC'--FNFWTS RE?R£SeNTED Tl,a.&BY ARlioANDSHAU.WWW "TliEPROPERT't' OF RAM DElilGN GROUP AND-t«J f'AATTHEREOF 8~ BE CO?IBJ. OISCLOScD TO OTH~Olt USEll lH.CCHIIQ; f!Ofil. WllH Afl'(WCRl(QI\Pfl,OJECTOTrlERTl-lANTHESPa::IF!CPRW~T FORWHICK. Tt-EY li.tWE8SElll~AMl 0la.',11:WFEIJWITHOUT THE WRITil:N. CONl:ENT OF RRl'.~llaN.GfttJJP. \lllilJl,LCONTo\CT WITH Tl'le-.DRAV11NGSO~Sl'loCIHCATIONSStW.l.alN5TITUTE:OCJNa.U61VE WlO~OF ACait'T~Of THaiE RESTRICTION&. SUBMITTAL OF THeE DOCUMSNTS f-OR PUBLIC AGENCY REVIEW SHAU, NOT Be. CONS!DE.Rl::D A. WAIVl=Fl OF RRM Da.K31\1. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Caltfomia Corporation :.L I -----------------------------------------------------------------------------------------------------------------------------------------------------------I 1 t I I t t I ,_ I I.LI z ::r :c: (.) i t . ' 100-lMD lWIGE 00 FINISH PLAN -FIRST FLOOR CONT. ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE WALLS CEILING N s E w MATL 101 lomf/ENTR'I' CON!/CON2 RB GBP!/ZC GBP!/GBP2 GBP!/GBP2 zc SEE RCP 1 2 ELEV. MACH. ROOM SOON RB GBP1 GBP1 GBP1 GBP1 SEE RCP 103 STAIR SOON ST GBP1 zc GBP1 GBP1 ZC SEE RCP 104 GENERAL STORAGE SOON RB CMU CMU CMU CMU SEE RCP 105 RANGE MASTER S OFFICE CAR RB GBP2 GBP2 GBP2 GBPJ SEE RCP 106 ARMORY SECURED WEAPONS STORAGE SOON RB CMU PL CMU PL CMU SEE RCP 107 TEL DATA . VCT RB GEP1 GBP1 GBP1 GBP1 SEE RCP 108 UNI-SEX SHOWER CON2 CTB CT GBP1 CT GBP1 CT GBP1 CT GBP1 SEE RCP 109 WOMEN S RESTROOM CON1 CTB CTW GBP1 CTW GBP 1 CTW GEP 1 CTW GBP1 SEE RCP 110 JANITOR ROOM VCT RB GBP1 FRP GBP1 FRP GEP1 GBP1 SEE RCP 111 MEN S RESTROOM CON1 CTB CTW GBP1 CTW GBP1 CTW GBP1 CTW GBP1 SEE RCP 112 HALLWAY CON2 RB GBP2 GBP2 GBP2 GBP2 SEE RCP 113 HALLWAY CON2 RB PL PL PL PL SEE RCP 114 CONFERENCE ROOM CAR RB GBP2 GBP2 GBP2 GBP3 SEE RCP 115 STORAGE CAR RB GBP1 . GBP1 GBP1 GBP1 SEE RCP 116 CHECK-IN CATHERING SPACE OON1 2 RB GBP2 CT GBP2 GBP2 PL SEE RCP 117 \IESTIBULE SCON RB CMU CMU CMU CMU SEE RCP 118 RANGE COITTROL ROOM VCT RB GBP2 GBP2 GBP2 GBP_2_ SEE_RCP 119 WEAPONS CLEANING AREA VCT RB GBP2 GBP2 GBP2 GBP2 SEE RCP 120 \IESTIBULE SCON RB CMU CMU CMU CMU SEE RCP 121 HALLWAY CON2 RB PL PL PL PL SEE RCP 122 PRISM ROOM CAR RB GBP1 GBP1 GBP1 GBP1 SEE RCP 123 ELEC. ROOM SCON RB GBP1 GBP1 GBP1 GBP1 SEE RCP 124 VESTBULE SCON RB GBP1 GBP1 GBP1 GBP1 SEE RCP 125 AIR COMPRESSOR FlRE RISER ROOM SCON RB GBP1 GBP1 GBP1 GBP1 SEE RCP 126 STAIR SCON ST GBP1 GBP1 GBP1 GBP1 SEE RCP 127 RANGE EQUP. STORAG I SCON RB CMU CMU CMU CMU SEE RCP 128 RANGE EQUIP. STORAGE II SCON RB CMU CMU CMU CMU SEE RCP 129 FIRE TRAINING STORAGE SCON RB CMU CMU PL CMU PL CMU SEE RCP 130 25-YARD RANGE SCON RB CMU CMU CMU CMLI SEE RCP 131 100-YARD RANGE SCON RB CMU CMU CMU CMLI SEE RCP 132 UNI-SEX RESTROOM I SCON CTB GBP1 CTW GBP1 CTW GBP1 CTW GBP1 SEE RCP 133 UNI-SEX RESTROOM 11 SCON CTB CTW GBP1 CTW GBP1 CTW GBP1 CTW GBP1 SEE RCP 134 TRA.5H ENCLOSURE. SCON CMU CMU CMU CONJ SEE RCP 135 STOREFROITT PROP SCON CMU CMU CONJ CON3 SEE RCP 136 STOREFROITT PROP SCON CMLI CMU CONJ CON3 SEE RCP 137 STOREFRONT PROP SCON CMU CMU CONJ CON3 SEE RCP ___ 138 __ SIOREFROITT...PROP SC -CMU-CMlJ__ -CONJ-CON3--SEE-RCP-139 STOREFROITT PROP SCON CMU CMU CONJ CONJ SEE RCP 140 STOREFRONT PROP N CMU CMU CON3 CONJ SEE RCP '12.4'--0" . I GENERAL NOTES I NOTES SEE IITT •. ELEV. FOR AOOITTONAL ~IES: f>,IJNf ,SCHEDULE 1. REFER 10 ffllOR ELEVATION FOR FULL '1EIGITT AND ll'AINSCOT LOC\TIONS OF CERAMIC 111.E FINISfl. USE MOISIIJRE RESISTANr BOARD AT NON-TILE LOO\llONS. 2. IMPACT RESISl'ANr GYPSUM BOARD. 3. REFER 10 DCTM. 42/A-S-9.1 FOR WALL TRI PATTERN. 4. REFER 10 OCTAIL #/A-S-9.1 FOR WALL TILE PATTERN. CIR CMU CT cm CTW CON! CON2 CON3 FRI' GBP1 GBP2 GBP3 PL RI! SCON ss sr vcr zc LEGEND C&.Rl'EJ"TILE CMU 81.0CK CERAMIC TILE CERAMIC TILE 8'5E CERAMIC TILE WtllNSCOT QUARRY F1NISlfED CONCRETE W/S[AI.ANr-ACCOO COLOR POLISHED CONCRETE VI/ srAIANr-F1El.D COLOR EXPOSED cesT-IN-PI.ACE CONCRErE WALL F18ffi REINFORCID PANEL WAINSCOT GYPSUM . BOARD, PAINT COi.OR A0158 "Qu!CT HIDfAWAY" -f!JtYt' 8t /016 GYPSUM BOARD, PAINT COi.OR 1120"!1 "I/EIL"-#O(INl(53/oo0 I GYPSUM BOARD, PAINT COi.OR At294 "BERmE.Y Btllt -f30BG 16/133 PIASllC PANELS RtJBBER B-ISE SOOD CONCRrn: SOI.ID SURFACE SfAIR S'lRINGER VINYL COMPOSITION TRI ZINC PANEUNC BU!lEl' TIW' C::J ~ 0 -..I ..... -0 (.) N < 0) L:. < C, (.) z ~ SCALE: 1/8" = 1'-o• 1 -'0 z "' -.Q z KEY MAP. "' --..... ~ .!!? I-i' a: (.) w >, 0 "' z~:r: o· Cl. g, .· U) ;:: wo a:o t-co th It) a: N -LL. Sa;,lsmlx:: I. !011tc 11075J'Olt.S.2.13 Fln~h F'lan.dwg ... ...,.1107570 ~ .ltar :5 a. :r !Q ~ LI. ~I I Cl1':,NEERING DEPAR1MENT . 248 IMPROVEMENT PLANS FOR: CARLSBADJO/NTF1RST RESPONDER TRAINING FAC/1.ITY FINISH PLAN APPRO'-_'.ED -~WAM h!-UltlM£R 1~-/4~~~~~~, ~9 :!:'t'-~~~~,~-~•:1~<~~:-;;;;-o/_/.e-f_/4 DEPUlY ctlY ENGINEER PE 28176 EXPIRES J O 7 t>A TE DWN BY: MH PROJECT NO. I DRAl'Y1NG NO. ~~ ~~; M~fM ~ .· ... _ ~ 483-1 ~ V\ :;;;r 0 (t) -~ (t) ,-p (i) tu en 0 .i:,. -en IV w I .i:,. I-' 00 ------------- .g ~ u u 0 ~ I ., ~ l!l ~ g ~ " 0 0:: ~ tl' ;!: .. ~ I "' ~ ~ ~ -t § 1C ~ tl' .. -.. J, I "' ~ ~ ~ i;; -8 2 -~ ~ .. Q ;fl !' . ~ I ~ ~ ~ --~ Q " § " -s u ,11 ! -~ "' u ~ .!: r .,a 'l •• ~ ' § I I ! '); it ... Q :ij ~ ~ ~ ~ --" " } 0: !' " " -< ~ ... -:i: ' - 1 GENERAL-NOTES I NQIES;, ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE WALLS CEILING NOTES N s E w MATL 2A 1. R!JER TO INlrRIOR EI.MllON FOR FUI.L HEIGHr AND WAINSCOT .LOCAJKJNS Of' 103 SfAIR SCON ST GBP1 zc GBP1 nc GBP1ILC SEE RCP 126 STAIR SCON ST GBP1 GBP1 GBP1 GBP1 SEE RCP @r------ C ___ I_ --- 0 ~ ---f-- E~-7- F -- I \ co I \ I L* I I \ I \ I \ I \ MSI \ llll \ 2A \ 281 \ . t 2D I ..... I I .,., 2C / ,,., -/ I / G -- 1D 2D L I --=, I Ml-+-- N~--- P'\-1..-- @--------_J -- 1 t t t 'I I t t t t -- /✓>ffi I I I I I I I 18 I I 1C I I t I t ctASSlilltW SilllNlEI-· 00 3 2 I I I I -----2C SB:oo FllXIR Lllll!'I' I 211111 I .._IIIIIIC= =}== L _______ _f ~f I I I I I I I kE>3B! w 00 1C CORRlll(I! I• I 1111W I l!III I t t 1A ~18 y 1C SB:all FllXIR Lllll!'I' [mq r.ee:"1C-=======:.=.==i;,,::,-----m;r;;;_~r::-.s:1te.~r=--,r I ti ti ti I ----~~~L.==~~ r----------------------7 I I I I mmr 1IIIIING c.Ai<XM OCI I I I I I I I I I I I I I I I t t t I I IL ______________________ ~ L _______________________ _ r----------------------, I' l"-r-""'=· t I I I I I I I I I I I 1A I I. I ~ I : : 1D Ti 18 : I I I I I ,c I I I I I I I I I I I I I ""' I I I I I" . t I I I I I ~----------------------~ MSROOII SllllWlE I 00 ~ -· 7 FINISH FLOOR PLAN -SECOND FLOOR I ! ' I I I I I I I I I ~ I I I I I I I I I I I I I I 8 192'-0" 201 202 203 204 205 206A 2GB 206B 207 208 209A 2098 DMSIBLE TRAINING C\ASSROOM CLASSROOM SfORAGE I VESTIBULE JANITOR ROOM CLASSROOM SfORAGE II CORRIDOR CORRIDOR CORRIDOR WOMEN S RESfROOM MEN S RESTROOM SECOND FLOOR LOBBY SECOND FLOOR LOBBY - CIR RB GBP1/Gll!'2 GEP1/GBP2 GBP1/GBP2 GBP2 SEERCP SEE INT. ELEV. FOR ADDITIOfW. PAINT SCHEDutE YCT RB GBP1 GBP1 GBPl GBP1 SEE RCP --CAR RB GBP1 GBP1 GBP1 GBP1 SEE RCP --VCT RB FRPIGBP1 GBP1 GBP1 FRP/GBP1 SEE RCP VCT RB GBP1 GBP1 GBP1 GBP1 SE> RCP - CIR RB GBPJ GBP1 GBP1 GBP1 SEE RCP. SEE INT. ELEV. FOR AODmONAL PAINT SCHEDULE . CAR RB ---GBP2/GBP3 GBP1 SEE RCP SEE INT. ELEV. FOR ADOmONAL PAINT SCHEDULE CIR RB GBP1 GBP! GBP1 GBP1 SEE RCP. SEE INT. ELEV. FOR ADDmONAL PAINT SCHEDULE CON1 CTB ClW/GBP1 CTWIGBPl CTWIGBP1 CTW/GBP1 SEE RCP --CON1 CTB ClW/GBPl CTW/GBP1 CTWIGBP1 CTWIGBP1 SEE RCP -- CIR RB GBP1/ZC GBP2/GBF'3 GBP1 GBPI SEE RCP SEE INT. ELEV. FOR ADDmONAL PAINT SCHEDULE CAR RB GBP1 GBP1 GBP1 GBP1 SEE RCP -- SCALE: 1 /8" = 1 '-o• 1 C£RAMIC TllE FINISH. USE MOISME RESIS!'ANT B01RD AT NON-TILE lOClil!ONS. 2. IMPACT RE'S!STANT GYPSUM BONID. 3. R!JER TO OEJA!l 42/A-S-9.1 FOR WALL TILE PATIERN. "THE.IWCWDEODAl'IWIMQS.ol"B;iFICATIONli,.IOEMi.Dl::61GNS.AND NIR'oNGFME/","f5REP~ I~ ~y AREAHO™REMAIN Tr!E. PltQFERTY OF ilRM DESIGN, GA0UP ANDlriO PAffT T <IFREOF SrW..l. 11£ COPIEO,DISCI.OSEO TO OTHiiRS, Ofi.USE;O IN CONM:CTIOfrl. Wl111 ANV WORK OR PRO.IE;CT OTHER Ti-w. fHE.EIPECIFlC PROJECT FOF\WHICl-l. ntev HA.Illa ~~AMI DEVE.LOPEDWlTHOU'T Tl'IEWl'lllT81CONSEHrOFRRMDUMoHGROtl". V~CONTACTWllH Tr!ES£DRAWlNGISORSl'ECIFICAl!0'6S.StW,L.00NE.nTUTECONa..USNE: 4. R!JER TO OEJA!l #/A-S-9.1 FOR WAlL m.E PATTERN. 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', ENLARGED AUDIO VISUAL EQUIPMENT PLAN -SECOND FLOOR .. . . . .. . 22 1 GENERAL NOTES I 1. REFER TO SPECIFICATIONS FOR COMPLEfE REQUIREMENTS. A. ALL CONDUIT, JUNCTION BOXES, FACILl1Y PANELS, BACK BOXES, PULL STRING AND POWER OlJTLEfS BY ELECTRICAL CONTRACTOR. B. ALL CABLE AND WIRE BY AUDIO VISUAL CONTRACTOR. C. All POWER TO AV EQUIPMENT TO ORIGINATE FROM DEDICATED AUDIO VIDEO LOAD CENTER. 2. COORDINATE: A. COORDINATE WITH THE WORK OF ALL SECTIONS. COORDINATE THE LOCATION OF BLOCKING AND BACKING REQUIRED BY THIS SECTION. MAKE REASONABLE MINOR MOVES TO PRESERVE ARCHITEClURAL SYMMEffiY AND ALIGNMENT WITH ADJACENT FEATURES AT NO CLAIM FOR ADDffiONAL GOSr OR TIME. PRESENT CONFLICTS IN TIMELY MANNER FOR RESOLUTION. B. RELOCATION, REVISION OR CORRECTION CAUSED BY FAILURE OF THE SUBCONTRACTOR TO COORDINATE TI-IE WORK SHALL NOT BE SUBJECT TO CLAIM FOR ADDITTONAL COST OR TIME. C. POWER RECEPTACLES SHOWN ON TI-IE AV DRAWINGS OUTSIDE OF EQUIPMENT RACKS ARE SHOWN FOR COORDINATION INFORMATION ONLY. REFER TO DMSION 16 DOCUMENTS FOR CONSTRUCTION. D. TI-IESE DRAWINGS SHOW SCOPE. TI-IE EXACT LOCATION & ELEVATIONS OF LOUDSPEAKERS, RECEPTACLES AND DEVICES ARE SHOWN ON TI-IE ARCHITECTURAL DRAWINGS. 3. LOCATIONS AND DIMENSIONS: 4. 5. 6. 7. A. LOCATIONS AND DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER TI-IESE AV DRAWINGS. IN CASE OF APPARENT CONFLICT OR AMBIGUITY, SUBMIT TO THE DESIGN/BUILDER IN TIMELY MANNER FOR RESOLUTION. B. DIMENSIONS TAKE PRECEDENCE OVER SCALE. LARGE SCALE DRAWINGS _TAKE PRECEDENCE OVER SMALL C. UNLESS OTHERWISE NOITD, DIMENSIONS ARE SHOWN HEIGHT X WIDTH X DEPTI-1. D. VERIFY ALL DIMENSIONS, LOCATIONS AND CONDITIONS IN THE FIELD PRIOR TO STARTING WORK. NOTIFY DESIGN/BUILDER OF ANY APPARENT DISCREPANCIES. E. ALL AV BOX LOCATIONS SHALL BE COORDINATED WITH ELECTRICAL OlJTLET AND SWITCH LOCATIONS WHERE APPLICABLE. SUPPORT: PROVIDE ALL BLOCKING, BRIDGING, TIES, FASrENERS AND RELATED SUPPORT PROVISIONS FOR ALL WORK OF THIS SECTION. COMPLY Wffi-1 APPLICABLE CODE REQUIREMENTS FOR MEANS OF SUPPORT OF ELECTRICAL EQUIPMENT OF THE SAME WEIGHT UNDER THE SAME MOUNTING CONDITTONS. DO NOT APPLY Am LOAD TO BUILDING STRUCTURE WITHOUT FIRST OBTAINING WRITTEN APPROVAL OF THE PROJECT STRUCTURAL ENGINEER. OBTAIN PER PROJECT PROCEDURES. BOX. PANEL AND ENCLOSURE INSTALLATION: A. COORDINATE: COORDINATE THE LOCATION OF ALL BOXES, PANELS, ENCLOSURES AND RELAITD RACEWAY WITH THE WORK OF OTI-IER SECTIONS. B. ACCESS: VERIFY ACCESS TO BOXES, PANELS AND ENCLOSURES COMPLIES WITH APPLICABLE CODE. C. LOUDSPEAKER LOCATIONS: COORDINATE AND CORRECT ALL CONDITIONS OF OCCLUSION OF ALL LOUDSPEAKER ASSEMBLIES. WHERE MORE TI-IAN ONE ( 1) FLUSH MOUNTED CEILING LOUDSPEAKER HAS BEEN SCHEUULED, NONE SHALL BE LOCATED CLOSER TO Am FIXED WALL TI-IAN ONE-HALF ( 1 /2) OF THE ADJACENT CLEAR HEIGHT, EXCEPT AT CEILING DISCONTINUffiES, OR WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. D. ALIGN!'.':NT: INSTALL BOXES, PANELS, AND ENCLOSURES SQUARE AND PLUMB. SET FLUSH MOUNTED UNITS SO THAT THE FACE OF THE COVER, BEZEL, OR ESClJTCHEON, IS IN THE SAME PLANE AS TI-IE SURROUNDING FINISHED SURFACE. MOUNT BOXES, PANELS, AND TRIM SO TI-IAT THERE ARE NO GAPS, CRACKS, OR OBVIOUS LINES BETWEEN TI-IE TRIM AND THE ADJACENT FINISHED SURFACE. E. 1YPE: UNLESS OTHERWISE NOTED, PROVIDE STEEL BOXES, PANELS AND ENCLOSURES, COMPLY WITH DMSION 16 REQUIREMENTS AND APPLICABLE CODE. , F. SIZE: UNLESS OTHERWISE NOTED, BOXES AND ENCLOSURES SHALL BE NOT LESS THAN 2-1 /8 INCHES DEEP. PROVIDE THE LARGER OF THE SIZE REQUIRED BY APPLICABLE CODE OR AS SHOWN ON DRAWINGS. COORDINATE WIRE AND CABLE BEND RADIUS WITH BOX AND ENCLOSURE SIZE. RACEWAY: A. RACEWAY FOR ALL WIRING FOR WORK OF SECTION 11800 EXCEPT LOUDSPEAKER WIRING SHALL BE STEEL. RACEWAY FOR LOUDSPEAKER WIRING SHALL BE ANY lYPE PERMITTED UNDER DMSION 16 FOR WIRING OF THE APPLICABLE CLASS IN THE APPLICABLE LOCATION. B. RACEWAY SHALL BE 3/ 4 INCH DIAMEfER TRADE SIZE UNLESS OTHERWISE NOTED. C. PULL BOXES: PROVIDE AS REQUIRED BY THE MOST RESTRICTIVE OF APPLICABLE CODE OR TI-IE PROVISIONS OF DMSION 16. COORDINAIT WITH WIRE AND CABLE BEND RADIUS. GROUNDING AND BONDING: COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. REFER TO NATIONAL ELECTRICAL CODE SECTION 250-74, EXCEPTION NO. 4 AND RELAITD. A. BOND RACEWAY AND RELATED BOXES, PANELS, ENCLOSURES AND CABrNETS AS_ REQUIRED BY APPLICABLE CODE AND DMSION 16. B. MAKE RACEWAY CONNECTIONS TO EQUIPMENT RACKS AND SIMILAR EQUIPMENT ENCLOSURES CONTAINING POWERED EQUIPMENT WITH ISOLATED FITTINGS. C. GROUND AND BOND EQU1PMENT RACKS AND SIMILAR EQUIPMENT ENCLOSURES CONTAINING POWERED EQUIPMENT EXCLUSIVELY VIA THE ISOLATED EQUIPMENT GROUNDING CONDUCTORS PROVIDED UNDER DMSION 16. SIZE SUCH CONDUCTORS ACCORDING TO APPLICABLE CODE. FOR EACH ITCHNICAL BRANCH CIRCUIT, THE ISOLATED EQU1PMENT GROUNDING CONDUCTOR SHALL BE COPPER OF THE SAME GAUGE AS SUPPLY AND NEUTRAL CONDUCTORS. MArN ISOLAITD EQUIPMENT GROUNDING CONDUCTOR TO EACH · ENSEMBLE OF EQU1PMENT RACKS SHALL BE COPPER, THE LARGER OF #4 AWG OR AS REQUIRED BY APPLICABLE CODE. D. D.C. RESISTANCE BETWEEN THE ISOLATED EQUIPMENT GROUNDING BUS AT EQUIPMENT ROOM TECHNICAL POWER PANELS AND TI-IE MAIN PROJECT GROUND FIELD SHALL NOT EXCEED 0.15 OHMS. E. FOR COMMUNITY ANTENNA TELEVISION AND MASTER ANTENNA ITLEVISION SYSTEMS AND RELATED PROVISIONS, COMPLY WITH ARTICLE 800, NATIONAL ELECTRICAL CODE. SCALE: 1/4" = 1·-0· 11 I ' l - KEYNOTES DMS10N 11 -EOUIPMEITT 11132 MOTORIZED PROJECTION SCREENS 11132.A -!IOIORIZED RE\.i:SSED PROJECTI0'1 SCREEN. RmR TO 13/A-S-9.11. DMSION 17 -EOUIPMOO 17000 AUDIO VISUAL SYSlEM 17000J\ -PROJECTOR. RmR TO llETM. 11/A-S-9.11. rn [3g 1:.1 0 181 12] KEYNOTES 2'r.2_' ACOUSTIC C£1tlNG GRll ll'll1l ACOUSTIC TILE GYPStN SOIRO CEJLING 2'X4' Rt.CtSSED INDIRECT FlUOR£SCENT LIGHT F1XII/RE 6" RE\,'i.SSED FLUORESCENT DOWNLIGIIT FIXlllRE SUPPLY MECfWroll. GRILL REnlRN AIR MECHllNICAL GRILL RECESSED SPEAKER KEY MAP I ., ™E INC\.UO@DDRlffll!NGS, ~TIOMI,, IDe/18,.oeslGNSAND AARl'IINGEMeNTS MEPRESENTEO 11-EREBY ARE AND SWILL REIMIM THEPROl"fll't"TYOf' RRM DESIGN~NONO ~~ ~ aE QOPia>, Dl8CLOSEO TOQTMER9 OR USED ,,.. CQNNECTION W!'TI-I NW WORK OR F'ROJ!'!CT OTHER. TWIIN TME ~FIC PROJECT FOR -IOI+ T.tEY i'ilt.\lE BEENPftEF'IIIREDAND OEYE\.OPEO WITHOV'I' THE. WAITTeN OON!IENT OF MM DEalGN GROI.W", Wllw. OON'l'ACT WITH ~-OR!F'ECIFICATIONSSI-W.LOONSTITUTEOONOtUSIYE EVIDENCE OF ACCEP"fANCEOF Tl-lE8E RESTRICTIONS. BUIIMITTALOF Tl-lESE DOCUMENTS FOR PUBLIC AGENCY l'IEYIEW ~ NOT BE CONSIDERED A WAIYE:R. OF RRM ~ION GROUP'S RIOl·IT& RRM DESIGN GROUP COPYRIGHT 2009 RRM ,is a California Corporation ~ ~ l-..J :::) m en ~ <( • !; ; ! I ii ;~ 'I ~= >-!::: 0 ..I .... -o ON <C Cl) u. <C 00 Z a -"0 z «7 -.0 ~ .!? ~ :a t:t::O w >, Q Ill z :l: 0 C: CL O th~ wo t:t:: 0 .... U) th It') Ci:: N -u. l:™at z 5 D. 1-z w :!: D. :::> g ..J § 1/) > 0 0 :::> < 0 w ~ z w f107'570-A-S-3.4 Enla!ged Au<r"Visual Equipment .dlog ---1107570 ~ HET A-5-3.4 ~I CI~~~ADI~ IMPROVEMENT PLANS FOR: CARLSBAD JOfNT FIRST RESPOIVOER TRAIMNG FAC!f..lTY ENLARGED AUDIO VISUAL EQUIPMENT PLAN PPROVED W/U,J.M!,.£.,j'J.I./Mt,lfR~ -• I ~..,.; ,,.L J& f % -(>/ /p~t'J -DO'IJ1Y CITY ENGINEER PE 28176 EXPIRES J/31/10 l DA DWN BY: MH CHKD BY: MHIIN RVWD BY: DI PROJECT NO. ~- --· -·----·-. ---·--- ' I - "----- 1 D1-1---- 07631.C, 1'11'.--t--. 141\ omo.E. 1'11'.--~---..r.,:<~. 07510.A, 'l'IP.--ilH-1.....-- 143'\ ~lYP.AT A l'NW'f.T ~---------- G1-t-------ll-=======::::::;;:;:::::~ \&..S-G,7/ '---"lYP. I I ~ © 1·-1 • M)-J...-------i---1----------t--,.--1t--~ \ p I-+---__ _,, 05580.A, 'l'IP.--+---+---~ / I 2 3 J I/ ARCHITECTURAL ROOF PLAN 7 . 5 7 ------------- I I ----r--- / " \t 8 192'-0" 9 28'-4" 192'-0" 10 11 07411A,-~ I 12 14 V I ~ ~11 "--"lYP. ----I < ... I ~~it-rJT720A ---- §I I 15 j ~-----___!_!../£--- --1 ,m 5515A T~ ~DSJ Dl'WNIIIIGS.~F~TLON<i,~ IJaiKlttiAtoD ~Tln<SII¥ A"IE; l'IIID&liw.LRE:111 II TtEFfiOPERTY <lF RRM Deoot..GRDUP MD lriO PART TMEREDf' SW.U.. BE COPIED, DISCLOSED TO QTIERS OR USED 1111. COlrlNECTlotl WI.TI-I JUN WORK OR PRGJECT OTI.IER THAN THE SPECIFIC PROJ~T FCR WHICH TI-IEV 1-¼AIJE BEEM. PRE?MEO.MIO ClalEI.OPED 111/IT!iO(,IT THE. WRITTE"lCONIIEHT OF MM.DESIGN GROUP. V~CClfl<1ACT WlTM TliES£ OIIAW~GS.OR~ICATIOloS 9Wli.l. CfllSTITUra COli!CU)SIUE; EVIOENCEOF IICCEPTANCE OF THESE RESmleTION&, SU&M.ITTAI.OF THESE COCUMENTS. FOR PUIILICAG£NCY IE\l'IEW SHALL NOT BE CONSIDERED /1\ WAl\feR OF RRM DESIGN GROUP"S RIOH rs. RRM DESIGN GROUP COPYRIGHT' 2009 RRM is a California Corporation !:i :::) m rn < a I I I r= ------'===~-='------,-------------------------------------------I .. ---· . ' ... -~--o /ITT ('ITT ~07631.C- ------..__~~_J ~~ ::! ..... (.) 0 <~ II. < C,(.) z ~ I I I I I .. Ii I i! z -g -.0 t2 ~ I-:u a: (.) w >-0 CIS z == Oc Q. <> fl) ;:: wo a: 0 t-co u, in Q! N -IL -H-~f-H--J--'C-1 ll ; I - ~ --... t10"m0-A-S-4.1 Rool'Plan.dwg ... ,_ 1107570 A-S-4.1 fSHilill CITY OF CARISBAD l[SHEETS ____ I ~ . ENGINEERING DEPARTMENT . 248 -::;,M;:;f';;;;R;;O;;;VE;M~EN;;;T;;P;;:LAN;:;';;S:;FO;R:;:· =:::::::::::::::::::::::::::::::::::==::...':==::: ·CARt.SE!AOJO/flffFIRSrRESPONCJEr?mAIMNGF"ACfUTY ROOF PLAN *SEE A-S-4.2 FOR GENERAL NOTES, KEYNOTES AND SIZING CALCUI.ATIONS ' APPROVED • Wl!}J --...,., • 4,.,. UMMER SCALE: 1/8" = 1'-0" 1 I DEPUTY CITY ENGINEER PE 28176 EXPIRES J r<1 /10 OWN BY: MH I CHKD BY: _Ml-!,lRl,t. RVWD BY: D\ PROJECT NO. -3GM> , I I I U7411A 16 15875A 224'-0" 19 l 05580.E, 1YP. 20 2J 055BOA--..... 15875A 14•-o· 4•-0· -+-----1 H .,,.-==~~::::::::;::;::;t;;J.;:;,,;:::::::::;;::;:;j=➔ ~ ~ I 1n I ~ ~ ~ THI= INCUIDW IJRI\WINGS,. tit'S:IFIC,.TION6,, IDiaA&,. DE51GN5oANO. ftRPHICO~NTS ~Rt:Sa,I OW l111:a/;E11,Y ARI..N.11.l SW.U. ™N HlEPROPER1Y OF RRM. DESIGN.GROUP MIil NOPNU THEREOF 5iW.1. _ BE COPIED, IJISOI.OSED TO OTHERS OR 1JSED IN CONNECTION. Wini ANY WORl(OR PAOJEC'T OTHER Tl-lot.N THE SPECIFIC PROJECT l"OR Wl11Cl1 TI-le\' 1'1AV!o.81!EM PR.E91111REDANCl DEVELCJIIIED WITHOUT T.t£ WRITTBlCONSE!<IT 01' RfUI DESIGN GROUP. Vl!iUlw,. CQfliTACT Wm-I Trlc&E DRAW~O~SFECIFJ(;AliQNS Sl'W,l. co.&TmnE COfliCUISNE EVIDENCE OF ACCEPTANCE OF THESE REBlR~l"IONS. SUBMITTAi. OF n-lESE DOClJMENTB FOR PUBLIC AGE.NG'f FlE\IIEW SHAU. NOT BEGONSIOEREDAWAIVm.OF RAM DESIGN GROUP'S RIG,ITS.. RRM DESIGIII GROUP' COPYRIGHT 2009 RRM Is a Callfomla·Corporatlon ~ ~ ,_ ..J :::> I I ;.... .t---------------~---· ----~-------~------------------------·· ______________________________________ ..,_ ____ ~-------------------~ ~ ~ i 055BO.~~F~f~'r-::~~-=J I CD (I) s < • 02830A 07510.A, 1YP,--' ARCHITECTURAL ROOF PbAN CONT. I KEY MAP I /ffltf/fflttt ~ ' 07631.0, T!P _I SIZING CALCULATIONS DOWN SPOUT SIZING PER CHAPTER 11 OF THE 2007 CPC: • TOTAL ROOF SURFACE AREA OF 100-YD RANGE = 10,238 SF (1) ONE SIDE WALL .AT ROOF DRAIN LOCATION = 1,360 SF x .5 = 680 SF SCUPPERS AND DOWNSPOUTS PROVIDED = (5) FIVE TOTAL SF OF ROOF SURFACE AREA PER SCUPPER = 10,918/5 = 2,048 SF • TOTAL ROOF SURFACE AREA OF 50-YD RANGE = 5,838 SF (1) ONE SIDE WALL AT ROOF DRAIN LOCATION = 464 SF x .5 = 232 SF SCUPPERS AND DOWNSPOUTS PROVIDED = (2) TWO • TOTAL SF OF ROOF SURFACE AREA PER SCUPPER = 6,070/2 = 3,035 SF PER TABLE 11.;..1 (ASSUMING A RAINFALL RATE OF 4" /HR.): • REQUIRED PIPE SIZE @ 4" /HR. RAINFALL = 4" (FOR 3,460 SF PER SPOUT) PROVIDED PIPE SIZE = 4" DOWNSPOUT (SEE DETAIL 32/A-S-9.9) SCUPPER SIZING PER CHAPTER 11 OF THE 2007 CPC: · l 02830A 165J2A,--' 224'-o" KEYNOTES DMSJON 02 -SIIE WORK-• ,02830 FREESTANDING TREWS FENCE . 02830A -FREESTANOINC lRE!.t.lS FENCE. RITTR ID Drat. 21,24/A-1.4. DMSIOI! 05 -MITAlS 05515 LAOOERS 05515A -EXIER!Ot<: ACCESS tAD0ER. RITTR ID DETAIi. 'lJ/A-S-9.9: 05580 FORMED METAL FN!RIO\TIONS 05580A -PERFORA1ID METAL SCREEN. REFER ID DEOOL 24,34/A-S-9.8. 05580.0 -PERFORAlID METAL SCREEN ~ ME'C!Wlicq SCREEN. REFER ID DETAIL 52/A-S-9.8. 05580.E -Pt.RI-Otm Mtru. SCRfIN CfJt1NG SYSIDI. RITTR ID DE!'AII.S 22,2J/A-S.,;9.10. DMSION 07 -TfftRMAl. AND IIOISlURE PROIECIION 07411 ROOFING &: SIDING PANELS 07411A -PR£FORMID ROOF f'ANa RmR TO DETA!t 11,12,13,34/A-S-9.10 DMSION 09 -F1MSIIES 09220 PORl\J\ND CEMOO PlftSIER 09220.C -MECIIANIOlt. SCREEN W/tATII AND PlftSIER. RmR ID OITAIL 32,33/A-S-9.10. OMS!ON 15 -MrCHANICII, 1,781 PACKAGED ROOF 10f' AIR CONDlllONlNG UN!lS t5781.A -AIR COOLED CONDENSING UNIT. REFER ID MECIIANIOlt. PIANS 15875 VENIII.ATORS AND Em\USl' FANS · 15875A -Em\USl' FAN. RmR TO MECIIANIOlt. Pl.ANS. DMSION 16 -EtrnRIC\ 16532 SITE LIGHTING t6532A -EXIIRIOR LUMt/AIRE &: ACCESSORIES. RE1'tR ID EtECTRIOll P1ANS SCALE: 1 /8" = 1'-o• 1 --... .. .. I I If ~i if !I i; 0 ..I .... -o (.)N <~ LL.< C, (.) z --,:, z cu -.c c2 .!!? s .... a a. a:: (.) II. w >-~ ~;: ... 0 Q. C .0 ti) .:: wo O:::o I-U) rn in 0::: N -LL. 11~.2-Pfan.dwg ---1107570 ..., • PER SECTION 1101.11.2.1, "SCUPPER OPENINGS SHALL BE A MINIMUM OF 4• HIGH AND HAVE A W1DTH EQUAL TO THE CIRCUMFERENCE OF THE ROOF DRAIN REQUIRED FOR THE AREA SERVED, SIZED BY TABLE 11-1." 07411.D -EXIE'RIOR ZINC METAL EQUll'MENT SCREEN SYSlEM. RmR ID DETAIL 11,12,13/A-S-9.9 • 07510 BUnJ-UI' .ASPIW.T ROOFING 0751(>A -BUILT-UI' ASl'fW.T ROOOO. RmR ID DE!'AII.S 41,42,43/A-S-9.9. 07631 GUTTERS AND OOWNSl'OUlS ._ ___ G_EN_E_RA_L_N_O_T_E_S _______ _.I. IMPROVEMENT PLANS FOR: . CARLSBAD JONT FfRSTRESPONDER TRAJMNG FACIUTY • PER DETAIL 32/A-S-9.9, THE SCUPPER IS SHOWN TO BE SIZED AT 8" IN WIDTH AND s• IN HEIGHT AND CONNECTS TO A 4• 'I> DOWNSPOUT PER A COLLECTOR TRANSITION PIECE. THERE IS ALSO A PRE-CAST CONCRETE OVERFLOW SCUPPER NEXT TO THE SCUPPER. ITS' OPENING IS 2• ABOVE THE LIP OF THE OTHER SCUPPER AND PROVIDES A 4" x 4" CLEAR OPENING FOR WATER TO FLOW THROUGH. THE SIZE OF THE SCUPPER, OVERFLOW SCUPPER AND DOWNSPOUT MEET THE REQUIREMENTS OF SECTION 1101 .11.2.1. 07631.C -ROOF DRAIN &: OYERflOW. REFER ID DETAIL 31/A-S-9.9. 076310 -WA[[ SCUPPER. RE1'tR TD DETA!t ~/A-S-9.9. 07720 ROOF ACCESSORIES 07720A -ROOF ACCESS HATCII. RmR ID DETAIL 21, 24/A-S-9.9. 07720.B -WMXWAY PROIECIION PADS 07720.E -ROOF P£NEIIIRATION. . . 1. PROVIDE ONLY CLASS "A" ROOFING MATERIALS AND COVERINGS PER CBC SECTION 1506.3. 2. ROOFING PRODUCTS ARE eASED 01'/ SYSID!S MANUFACTURED BY GAF MATERIALS CORPORATION. USE THE FOLLOW INFORMATION AS A BASIS OF DESIGN: -PRODUCT: GAFGLAS MINERAL SURFACED CAP SHEET ICC ES REPORT I/ESR-1274, ASTM D3909, UL CLASS "A" ROOF PLAN UMMER · DEPUlY CllY ENGINEER PE 28176 EXPIRES J OWN BY: MH CHKD BY: M"'l{f M RVWD BY: PROJECT NO. .,<;,"96 I ORA WING NO. • 483-1 C ~ u "' -"'-r----~ -:!: 12'-4" T.O. SCREEN 31•-o· T.O. PARAPET +13'--4" T.O. FF o·-o· F.F. 08520.A !-=-=--I 200.8 07411.B ..___107410.A SOUTH ELEVATION 04816.A I I ~ 03300.A 02830.A SOUTH ELEVATION CONT. 5 120.A I.....__ ____ K_EY_M_A_P_...;....._ __ _. {ff {{ff {ff/// 07631.B, T1'P. 03300.K 05520.C 05120.A 07631.D, T1'P. 03451.C, T1'P. LEGEND CONC!<£1E ~ ONIT RIIIBEI) IIE1lll PMEl. Z1M: llEl'I. PMEI. 04200.B 03300.J 04816.A 8'--0" 1'1/Sre lPU. PMEI. lAlllRIDPIASIER Pl:I.-EMITEI) llEl'I. GENERAL NOTES 'lf--0" 05580.A 03300.K I A. TKE HEIGHT OF ALL BUILDINGS SHALL COMPLY WITH CARLS8AD HEIGHT ORDINANCE 21.04.065 WHICH CALLS FOR THE VERTICAL DISTANCE OF A STRUClURE TO BE MEASURED FROM THE MORE: RESTRICTIVE (LOWEST) OF THE FINISHED OR EXISTING GRADE. IRE VERTICAL DISTANCE 15 MEASURED FROM ALL POINTS AT~DE>1:LONG AND WITHIN THE BUILDING COVERAGE TO THE HIGHEST POINT OF THE STRUCTURE DIRECTLY ABOVE THAT POINT OF MEASUREMENT. B. ALL VERTICAL DIMENSIONS ARE TO FACE OF FINISH MATERIAL 04816.A 02830A 07631.B, T1'P. 03300.A EXIEmfflNCKl:.T@IES EP1 lAlll RID PIASTER Pllll1m, PNIIT COi.OR mT1 "\'!JI."-f<XJlll 'jJfl1J EP2 EXPOSB) SIRtx:IORI.L sm PIIM!D, 1'MIT COlOR A2014"0BsillllN ~ -f<XJl!l 13/000 om 02 -Sill: m 02820 OIMENTAI. SIEll. llll!S 02820.D -100! E!«:tostlRE sm:: OOE. REIER TO il!.1llll. Jl/k,-1J. ll'18ll fkttSIMIK 11!flllS FENCE 02BJOA-fkttSIMDNG 11!flllS FENCE. R!1ER TO iDl 'lJ~1.4. mm m -UAAR 03JOO C'Sf+Pt/Q Ulf«:1<EIE llllOOA -WNCREI £ f001ING. R!1ER TO SIRtlC1llRlll l'tl/CS ll1lOO.J -WNCREIE SffllR. R!1ER W CIYII. Pl/INS. llllOO.K -WNCREI £ STIE WIii. llllOO.l -toN0<Ei E COl!illl ().}151 .aRt!IIIECTtlRI PRE-ool" NOONt-..:=,t o.ll51.C -Pkt-ool" WNCREIE ,rugi BtOQ(. R!1ER TO IIElllil. ~'S-9.9. gm M -mm: 04200 C0NCRfJE IIISONRr !!fflS 04200A -8'..tf 111',!l CW Wi'II. fl/ l'RE-00-CONClm CIP. RUEi! TO DE1m. 51 & 52/1,-12 04200.11 -=""..,."'IE IIISfflRT UMr S!Sllll ~ Offl6 lmONl!l'\tNEER -OlfflM.~al!ICREIE lmONl!I' IIRi1' \tr,'EER...R!J'ER_ll).IDJIS_tl,JI/A-'S-9]. 07631.D, T1'P. • 04816.A I I T.O. MASON 0• o· -$ F.F •. "TI-W!IM:ll.UDE»~8P'eC~TION!\IDMt\~- ~"-TBREPRE9Ef!IT!!OTHE!ffil'WIRE.ANO!!loilll.L~ ™E PROPBm" O!" 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R!1ER TO D£1lll Zl/lt-S-9.9. 05520 11\lUMS A'ID llJU:S 05520A -J4" IIIGlf ~ 05520.C -PtRfllklllID IIElN. 111-FIIL ~ !li5llD FtlRliID D. FIIIRIOODIS 055llDA -PtRFOIOIIEl) IIED'L. stREEN. R!1ER TO IIEIM. 2'4J4/,\-S-9.8. 055llD.D -PtRFORI\IID l£l1t stREEII .IT IIEt:IIINitAI. SCl<EEII. R!1ER TO IIEIM. 52/1,-'S-9.8. 11m DZ -]l(llMII. m> IQSMlE.PRQ1(1;1M! 07411 ROOfltG AND SIDING Pl.NEIS OffllA -PREFMID I\\XIF PI\U R!1ER TO DEt111. n.tZ~'S-9.10 Offl1.B -lll£RIOR ilEDll IKJX Ria IIIU PMEI. S!Sllll. R!1ER TO ll!JlllS 1J,(l/A-'S-9J. 1)7411.C -EXlERm M: li£tllL 1ll'Ll PMEI. S!Sllll 1/ SiwRID .ulll1S. R!1ER 10 imtS 'll:,1~'5-9.7. ll741tD -EX1ERlllR Z111C o ltlJIPIENI scm SlSlill. REFER 10 m n.11.13/A-s-9.9. m!O 1'1/Sre IIIU F'JIIES 07420A -lll£RIOR 'l>m: 1!!11!." 1'1/Sre llJI/.I. IW'IEI. ll7!i20-SIIEET•ll[P!.FIASIIING AM) lll!l--- 07li20A -SIIEET li£tllL PIIRIPET 01P FtASIIIM:. ll7l>l1 ctmlJ<S A'ID WilNSP001S ll7!i31.B -L\JWNSIWT. R!1ER TO 11E1M. JUl,f.il-'S-9.9. ll7!i31.D -llJIU stm'ER. R!1ER TO IIEIM. JUl,f.il-'S-9.9. U7720 ROOF iW:SSllRltS 09220:C -,i£CliiNIOll Slmll fl/tATII RID P!ASTER. R!J'ERTO OC1JII. 32,33.f.il-S-9.10. scALE: 1/s" = 1'-o· I 1 I i CONTROL JOINT s·-a· 20' -0 O.C. UNO 07620.A T.O. ~o ..iii .... -o gN .... O> ti. er: C, (.) z - -"O Z 1U ~~ I-IU a: (.) w >-0 IU z~ 0 C: CL. 0 fl) -w ... a: 0 I-g Cl) z 0 j:: ~ w ...I w a: 0 62 w ~ SCALE: 1/8" = r-o· I 21 fl) It) Cl:: N -LL DMSM! 00 -OOll§ f/fl) 1IINIXIWS tll110 SiE£l DOORS M«> F1<11i1ES · 08110A -IIW.011 iliEIIL DOOR. R!1ER TO IJL\JR SCfllME lllm1 O¥ER!IEJII) cauNG DOORS 083!1A -O\ffl100 EXlll!OR cauNG DOOR. REFER TO IJL\JR stllElllXE 08410 11.tmlll ENl1'M'CES ,r SIOREFRti\1:, 118410A -SIM!Rti\1 tll11M.'E IJL\JR S!STEll REIER TO IJL\JR SCIIEIJ!JI.E. 08410.8 -SIM!R'JI! lliffllOII S!Sllll. R!1ER TO 1IINilOII !mIIIII.E 08410.C -1/,: 1110( /1.Ulillftlll lll-fl!l PMEl. N llID OF GIA2INC. tll520 11.tlMINIII lllNllOIIS tll52!lA -II.UM. EXlll!OR 1lilfflOII. R!1ER ro 1IINilOII S0IElllE C81l'OGIAZING C81l'O.C -WI.OR rolTED GIAZING P/JlERII "A". iNS1lltl. Gb\ZING IN llE RlttOIIING CM! PlmERN: 245 IDl1' RED, J!l8 G0lD RIJS!!, 220 PINI( llroll,\ .fro S'ffRON 08800.D -COi.OR rolTED GIAlJNG PlmERR 'II". INStlll. GIAZING ill 111£ RlttOIIING COOlR PlmERN: J!l8 m Rm!!, 245 mrr RED, m 9'J'1'RON, 220 PINK IIQ.'llt',· C81l'O.E -C!lOR COOED Glm«:. COi.OR f C 08800.F -C!lOR rolTED GIA2INC. tolOR # D 08800.G -COi.OR COOED QAZN:. SEE flOOR PlRI fOR Pl'JTERII. tffllll 09 -flS!lES 09220 PORltMll C£IIOO PIASTER 09220A -STRllm) t.llH RID Pim !f/ .ffllilftll m9II. PER COOR0I. .!llll'. 09220.8 -t.llH AM> Pim 11.Vllilltllf RM"t.. 09220.C -liEtlllNiOO. ~ l/tATll 1111) P!ASTER. R!1ER TO llE1lll. JZl'!/A-'S-9.10. tffllll JO -Sl'f.t1IJIES 10100 \1S\IIL OISPI.AT WVlOS !0100.C -( X 'If IIR!'-E!l!\Sm 11!111£ lm<D 10400 IIIEllfflmllN DMZ 10400.D -Ii INlll'IID!JII. /1.1111. li£tllL lElTERS. llJIU IIOIJIIIIJ). 10400.E -10" fflllllllUII. II.UM. li£tllL lElTERS. llJIU i1m11ED. ., --1107570 IHET ~ I CI~ ·oE?ARTMENT · . 248 IMPROVEMENT Pt.ANS FOR: CARLS8Af) JOINT RRST RESPONDER TP.AflV/fVG FACILITY EXTERIOR ELEVATIONS ~ APPROVED _ WIW,,~ · . /4, £ r &?% ~"---. "' -t:@ DEPl1TY Cl1Y ENGINEER PE 28171> EXPIRES J/J'l/70 . 7 DATF! DWN BY: MH I CHKD BY: MH ~ RVWD BY: 6i PROJECT NO. ~ I DRAWING NO. • 463--1 , i en ;;;;r 0 (1) :E (1) ,..... .::,. G) .::,. 0 .::,. ...... en 1V w I .::,. µ CX> ------ j ..-,l ' ' ' ' ! • ' i • I ' ' i ' , \ i ' -i ' ' ' l ' j WEST ELEVATION EAST ELEVATION KEY MAP ,,,,,,,,,,,,, +34'-o· ~ T.O. PARAPEf +29'-o· 'i'r T.O. PAIW'Ef T.O. FF o·-o· F.F. +34·-o· T.O. PAAAl'Ef T.O. M.ASONRY o·-o· F.F. A 07411.C--' 10400.D _ __J 10400.E--J rJTSl.OA i C N r . I D 09220.C, lYP.® 08'410.B 05580.A ·····-· -------- 08'410A 10·-o· 05580A 04816A E 18'-8" rJTSl.OA, lYP. E 420 .. f 08'410.B --- 04200.B 08800.G, lYP. 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' . . . . 07420.A t-ll=-'--1-08800.G, lYP. 32 05520A -' 03300.J ±34'-o· T.O. PARAPEf .±29'-0·$ T.O. PARAPEf +13•-4• T.O. FF$ · o·-o· F.F. "n-lE INCLUDEl)OR'IWINM,, SPEC!ACATIONS, I~ DEB-AND A~TS RICPFU':8ENTEDTHEFIEBY ARE,~9-LLRE-THEPROPER'TYOF MMOEstGNmlOUPIINO JrK)P/IIR'f TI-ff;_A!eOF 9I-WIILl BE·(:OP!e{). Dl9CI.OSED TO OTHl:RS OR USED 1111 CONNeCTION wrn+ Al'll'I' WORK OR PROJECT OTHER TWIN TIE SPECtFIC PROJECT FOR WH!Cl-1 THEY -YE BEEN PRE1¥1RED AND OEYELOf>EOWIT"10UT THEWRrrTENCON!IEMT OF RRM OE8IOfrle8ROUP. Y18tw,.CIJ!'j'TACTl'fflff THeeE OM.WWGSOFII !PECJFICATIONSS>lilll.LODNSTI"ruTI"'CONOl.llmlll'! EVIOENCEOFACCE!"TANCEOFTHf:SE:Aem:tlCTIONS. SV9MITTALO" THESE DOCUMENTS FOR PUBLIC AGEIIIOY Pl!:VIEW &w.L NOT BECONSIDEREDI\ WAIV1:!R OF RRM DE8IGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGffi" 2009 RRM rs-a--canro,, rfa co, µo1 at,or r - SCALE: 1;s· = r-o· · 11 I 16'-8" 09220.A, lYP,® 05515A 17'-4" 04816A F E 42 I ------'-'-.--,..:,.-::-. --.. ·. -..,.-.:c.:...._:J. 08tl0A 09220.A 08110.A '---08'410.B 09220.A, lYP.® 07411.C 08410.B 05120.D +34'-o" $ T.O. PARAPEI" +31'-o" $ T.O. ~ T.O. FF !:i => CD ~ > I-0 -...J ..... -0 0 N <<» lL < 00 1D z -z -'t:I 0 z IIJ ~ -.t:t ~ fl) ;:: w I-IIJ ...J a: 0 w °' w >-0 ~== ii2 w 0 C I-)( C. 0 w ti> ;:: wo a: 0 I-u:> scALE: 1;s· = r~o· I 21 "' V) a: N -lL EXIJ]llR PMl[ !F,)Tt7!fS EP1 IA1II ANO Pl.fflR PJllll1ED, PIIIIIT cotOR A2lltt ,a• -#OONN 5J/!IOO EP2 Elll'0SED S1Rt1CRM. sm PMITEI), Plffl cotOR A21lt4 'lllSm ~ -fOONN 13/000 mmaz-sntm 02820 ORttWEN!At. S1EEl. OOES 02820.D -lRJ\91 OOlJStm: SWlffl: CIUE. REF!R 10 llEllll ~11J. ~ FREESiilNK 'fflElllS ma'. 028ll.A -FREESIANOll«i 1RllllS Fm. REF!R 10 IIEllVl 21,24/11--1.4. mm OJ -MSf.lL OJJOO CI\Sf-111-Plltt. UiNC!Eil · 03mA-w«:REIE F001ING. REF!R ·1u SIROCitMII. l'IAi'IS 03mJ -UiNC!Eil SIIIR. RmR 10 Cl!il. PlMS. o:ro.l.K -WNti<EIE Sill: ffl o:ro.l.L -UiNC!Eil alVIIII 0Jil51 MC!IIIECitMII. m:.«r UiNC!E•"""tE l!J451.C -PRE-olSr UiNC!EIE ,PIASII 1lWCI(. RmR 10 IIEllVl Ji!/,\-S-,.9. mp Of -wmm: Oi2al ali'l.:REIE IIISONR!' lllfflS . 0000.A-Ft-0-111:!f Clllllffl r/PRE~1 COHCREIE OIP. RmRlO!Elll. 51·~ 'Sl/1,-12: 0<!200.8 -,-iJl«:-at-~IE amRr omr S'ISltll (Clltl) 0!816 I\Satln'lOOR · 0!8t6A -COHCREIE I\Satln' 1111! UIJt-RmR-10 !lEIJIIS 't'.;s'l/f,-S-'IJ. ---------- KEYNOTES lllm!· 05 -tQIS IJlm 08 -OOOR$ Affl> IIINOOWS 05120 SffiOOIIRN. S1EEl. 08110 sm DOORS ANO AMS 0512QA -smuctllRll <Xllllll. REF!R 10 SlRUClllRlll. PLl/lS OB1~A -truOI! 101.IXlJR. REF!R 10 llllOR SC!IED!IE 05120.D -SlRUClllRlll. Bf.Ill. REF!R 10 SlRUClllRlll. PlMS. 0833! Olffll£II) COllll,I; DOORS 053!0 sm IIEtl( 0833!A -Olffll£II) EXlmlR CWIC ll00R. RmR-10 llllOR St:PmllI 05310A -ME1ll; S1EEl. Dl'CIIIII:. REF!R ro SIR!X:1lllW. PLl/lS Ol!IMO .11.t1m111 EN1R111«:!S ,. SIMIRONIS 115515 tmRS Olll!OA -SIM/Ml tll1PMCE DOOR S'IS!Ell. REFiR ID llllOR SC!IEOOIE. 05515A -EXlmlR lt'Cl5S lllJllER. REF!R 10 DEIM. '!J/1',-M.9. Olll!0.8 -SIMIR\111 lfflOIII S'IS!Ell. REFER 10 'lfflOOI! SCPmllE ll5520 IWtllMtS MD RMl'ICS OlllmC -tf( lfllt1( 11.IIIIINUII 111--fll PJIML IN LEU <J' GIA1ING. ll5520A -J4" Ill:!! ll'ffllRIIIL 08520 .l1.tlmlll 1IIMXlllS ll552llC -PERFOOIID> 11Ei1t 11H111. ~ 08520.A -Atllll. EX1IRXlR IIIN!Xllf. REF!R 10 1!l1'llOII SC!IED!IE ll55llO ftlRIIED IE17iL fllB@O\i 00 lllllm GtAml llSSllOA -PtRF™"IID IIEIJII. SC1IEEll REF!R lt) DEfflil 20!/A-s-ru!. · lllllm.C -COl1IR ffll1ED Gll'2IIG PI\T1ml 'A". li'ISll'LI. QRIM: IR 1!IE Fttton: cctOR ll55l!llD -PERF™"® IIElll SCREIJI /lJ 11Et!11N101. SCRE111. RmR-ro IIEllVl 'Sl/l,-S-91! P!ll1!RN: 245 UG!!T RED. 388 Gru> R!!ill, 220 l'INI( llml1ll,-450 S'flR!ll DmSIQR.07 -Illffl, MD NQ!mll!. PBQlfCIK!! lllllm;D -CClllR COil!]) GtRiMl PI\T1ml "B". lNSL!IJ. GW1NG IR 1!IE Fttton: cotOR 07411 ROOFNG ANO S1111NG PJIWS· P!ll1!RN: 388 Gru> R!!ill, 2"5 UG!!T RED, 450 ~ 220_ l'INI( IWl1l\ 07411"'~ PR&ORiiW KOOf Fm1. RmR ro DEiM. tt,1Zf3,J4/A-M.10 lllllm.E -cctOR COil!]) QAZtM;. Crull! # C ·1'7ffl.l! -IXIIRIOR ME1ll; IIJX RB'lll'U. PIMl SlS1!II. REF!RlO 11E1MS ~'MJ.· lllllm.F-cot0R COll!l) GtAZil!:. ctllOR # D 1'7ffl.C -EXIIRl0R K IIEIJII. 11.tL PA1E. SlSIDI 1/ Sl,Q;W ~ R!FER ro l!Ellll!S. . . . lllllm.G -cotOR COll!l) GIAZtM:. SEE flOOR Pim l1IR rn. 'll:Sl:11:/ft-~9]. · Olm W -IJIISflES .· · · . 07411.D -EX11R10R Z!!C IIEIJll. l'Q!ll!'lllillr SCRE1J1 SlS1UI. REF!R ro DEiM. 09220 PllR1IN«) C9IOO l'tlSIER • · . 11,12,13/ft-S-9.9. 09220A -Sllvffl<I) IA1II NII) PfASi!R I/ 11.llffllllll 1iOOI. PER COll1R!lt. JOINT. 07m ~ ffl Pl'MIS 09220.8 -IA1II ANO Pl.fflR 11.Ulllftlll RIIDI.. 07420.A -EX11R10R m W'1l1l" Pt.1S11: wm. Pim 09220.C -IIEt'lffliC'I. SCRE1J1 '/Llllt MD PIASlllt R£FER ro 1m1. JZll/.l-H.10. Oll!20 SIIEET IIEIJII. fLISIIIIC MD lRIII llffl JO -Sf'tm.llES 01620A -SIIEET IIEIJII. PNm:r C'I' RASm«:. 10100 \1Stl'!. DISl'IAY BOIR!IS .. Ol!i3! GUmRS ,4ql) 00ili&w1S ~---~~--10100.C -f X If IIR!'-IJ!'ISE!tlmE IIOIJll) -Olli3!.it-OOIINSPOUT. i!EFER ro 1l!Jlli ilis/ftr-~?.9. !O«IO IOOCIFIQIIKM utn:ES .., ,...._ !O«IO.D -ri' INIIMDIJl i'l1111. IIElll trnm 1fflll. IIOOrlTED. Ol!i3!.D -ffl stUPPER. R!FER ro IIEllVl ......,,~~9. = m 1¥XfS5\IRIES . 1tl«IO.E -10" Dffll. ll.!111. IIEIJII. trnm ffl IIJ!IIIIEI). 09220.C -immtlll. smIR 1r/tA111 ~"IW!Dt RmR-101Elll ~5'-9.10. IICJ7570.A.S-¢.2Exle!lor'CIO""'°'"'-~ --1107570 ..... A-S-5.2 [sHrul'I CITY OF CARLSBAD II SHEETS I ~ . ENGINEERING DEPARTMENT . 2:4S IMPROVEMENT PLANS FOR: 01RtS&4D JOTT'lr FIRSTRE~S'"POIV-VE~R rRAIIWNG FACTUTY EX I ERIOR ELEV A TIONS I APPROyED Wfl.JJAM ~UMM£R ✓VA'¼r ~7 ,: :f::11 """ DEPtTlY CllY ENGINEER PE 281'76 . EXPIRES J/31/10 DWN BY: MH CHK0 BY: MMJRM RVWD BY: DI PROJECT NO. 38!1& \ i ; 1 I • i I ! l ' I J . ' ' ! • - ---------- "' .2 , "Ii E ' " ,.. ti i !1' t ., ~ ~ ill ~ -1! cl ] u • "" ti C "' .. "' ~ I " ' R ~ ::: le' " " < :§ ~ ill ~ ! .. "' ., I ----- 'f R ~ ,, i;; -8 8 l [); " 0 ~ ll I R ~ ,, --~ 0 "' § <., -s u ~ ~ " -· "" ·-"" u ~ • :!: .!. .!i -SJ •• .g a l -!! t': .., 0 ii! 1i '-' R ~ ,, --------.a--u '} ol: ~ u " "-8 " ~ >! "" i 20 19 18 17 16 15 4'-0" 14'-0" I I I . m m, -~ 05580.D, lYP. ,,._~L="•~---~Ll<=--1--07620.A -04816.A -0922DA lYP. -07620A -07620A -04810.B a 154'\ 141' -07620.A ~ THE INCUJOED IJAAWING&. SPECIF!Co\TIOHB. IDEAS, ~Alilll ARRIINGEMENTS. AEPRESEtiTEl THEREBV NIEANO SHo\<.L F.EMAlti 1WE PROPERN OF RAM DESIGN GROLP AND NO FWU TrlEREOo' s.wJ. BE i=::o?!ED,. f'M"IC! 09FO TO OThERS OR USED l"'-CONloBCTLON WITH AtNWORKOR PROJECTOTMER ikAN THI! SPEQFIC PA0.1£CT FOR WHICK THEY HAIJE B1i1iN ~ AND DEVEi.OPED WITHO\JT i.te WRtTlBlGON!IB(T OF RAM DESIGN GROUP. \IISIJAL,.COIIITACT WITH TMESE lllWMNGS CR SPECIF!CAT.llNSStW.L.-COlrlS~ CONCUISWE ~'lO'-o" T.O. MA50NRY o·-o· "" F.F. 'b '-"" ··r: ..... _._.,_. ... ·· "1'' • •·•• ' .' t,•;,"I' ' ".'.',1' •.·: •t, •• .... 1-... ~/ ;I;; ...... -08110.A "· NORTH ELEVATION 15 T.O. MASONRY . . . I • .. I . .,· .. '-1"'--,-- 0922DA lYP.® . I t ·. ·. · · -'--' ::_i. I ·. 07620.A. lYP. .. ,..,.,. .. ,. -..... 31 7 I . ,L_...:..~-'. _._. ___ .. __ ,,.... . . I o·-o· F.F. 08110.A 08110.A 08331.A NORTH ELEVATION CONT. KEY MAP I 11,,,,,,,,,,, I ' -05120.A -10100.c -07411.A 12 04816.A '. .. -:...._ __ i ...J : 09220.A, lYP.® 04816.A LEGEND OJit'REIE ll\9:1MR'r' fflftr RIIIIIEI) · IIEW. PIIIB. ZIM:i!Etll.f'IIIIEL T lYP. I --I -- 0922DA 1'/P,<!!!)- 08110.A--~ . . - 04810.B, lYP. 07411.A IA1lt MH"JSl!R PERFENKIED at lYP. I : ; I -05580.B, , ~". or (2) lYP. 10 04816.A EQ • 05120.D ----05.310.A ' 7 " . ·· ·· -.... ,.-. ::r: ... :.r:. ::1. ·· : .. 1·: · · I -08110.A 9 I I .__ _____ _, / ---08410.B/ /21' -08110.A 08410.C ~...._,'"· -08410.B/ 08410.C 05500.A .... , .. "''' • -~•~•••,.~•~•" I I 0922D.A, lYP.® 08410.B -- ,. " "'. -08410.B/ 08410.C 09220.C. 6 lYP.® 07620.A . -' ·---- ,, 0922DA lYP.® 08331.A 08410.A '----08410.B '----04200.B 04200.A '----03.100.J 05520.A KEYNOTES I " ... . ' 7 . I I ' I / . -08110.A -08410.B/ --,;v.A, -08110.A ~02820.D-'---' lYP. 08410.C lYP.® '--05310.A, 05120.D,---' 4 08410.B 1YP 1YP 3 2 07420.A ~~-05580.A. 1YP .. ~~-08410A i_;:::;.__ 04RfD.B OOElffl lWN[ !E1l«1l5 fflM 05 -QIS mmt 118 c.. lfflS 111D WINllQIIS El'! IATll /1& PI.ISlER 1WN1E1; l'Ml1' OO!CR ,ttUII '\Bl" -#OOMI 5.lftl(IO 05120 SIROCl\lf'l4. sm 08110 STEEi. DOORS N1D F1W1ES EP2 EllPCSm SIRIIC1IIIIQ. S1E11. FMl1I!), PMff OOlllR A2!114 'tlBSIIIWI GtA'iS" 051211A -SIRIIClllllll. ClllML RUER 1l) ~ l'INIS 0811().A-tKltWII MEI/Lc IIOOR. RUER 1l) DOOR lmOOl!'. · _ #OOMl 13/000 05120.D -mucAIW. IIWl REFER 10 S!1ftlCIIM. Plffi. llllllt OYEl!Hfll) COllNG DOORS 05:l!tl SIEII. Im: 08.ll1A -<Mlll£!D EX1Bm COl!N: ll0a!. RUER ro OOOR stllEllW: OMSD1 IT1 -Wm !ID111A -IIElll S1m. lmllMl. RmR 10 smreMll. l'lll4S 11!410 11.UIIIIMI E!ll1W«:ES ~ SIMIROIIIS 02fl20 ORIWIEllW. smOOES 05515 lMJIIERS 084111A-STllREOOfl ElfflWtCE DOOR ffllBI. mm ro OOOR SClmllf. 02820.o -mt El«:IDSll£SWIN!l-oot RmRm IIElJIII. :i,/A-tJ. 055~ -oommmss l.mR. RUERro IIEIM.2:!/A-S-9.9. 0841n&-SltiNEIR(l'ff-fl«lfflt ~ REFERro lllNDOf ~ 021!JO FmlMlll!IG 1R!11JS fe«:E 05520 . HI/IMS Nill ll'4flGS 0841~C -1/4" 1llCK AI.IIIIMIII N-Fll PNfl. ill llBI (If GIA1ING. 028:lDA -FRffSW 1R!l1JS FM. RUER 10 IIElJIII. 21,24/A-U, 0552QA. -34' llllt HfflM. 11!52!1 II.MW llllll0WS ffiM Ill -oor«:RElE 05520.C -l'tRfC....1!1) IIE!lt.11-fl!l. ~ ll852DA -AUlll. OOEn WIIIIIOII. R!fEI! 'TO llllOOII SOIEIIW: I I I I .. . •· I • ' ' /'.,2'\C) -08110.A ,, ' SCALE: 1/3" ~ r-o· I 1 j I 07620.A +34'-0" $ T.O. PAR,\l'E.T +Jl'-0" $ T.O. PARAPE.T 03300.K 08520.A ±13'-4" 07411.C T.O. FF o·-o· 07411.B SCALE: 1;a· ~ 1'-o· I 21 ' l:VIOENCEOF~~OFTHi.5E~LON&. 6USMTTALOF THEtiE DOGUMENTS f.OA.PIJflUC. AGENOY REVlcW SHALL NOT BE CONSIIJERla.ll A. WAIVER OF RRM. IJESION GROUP'S RIOHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation s :::, CD en :r:- --l\'BII ... ~ 0. :::s e bD ~ .,. t\O ·-(J? (.1.) 4~1' E ... ... --"" ~0 ..I ... -0 ~~ LI. < C, (.) z --'O z cu -.Q ~~ I-cu a: (.) w >-i ~ 0 C a. 0 thi: wo a:0 I-'° "' It) a: N -LL. 1107570 03JOO CASl'-ll-f'Ll£t. <XidEIE C!ml RIRlm IIEIAL i1fflXlllllS ll!llro GIA1l«l ,, ·ll.1.lCXIA -CONC11E1E fllOK R!fEI! it, SIRIK.itM. ,t1,11S 055lllA -l'tRfUlll1ID lfJll SCRE!11. RUER 10 11E1M. 24,lt/,I-S-!I!. !l!lmC -OOlllR COOED GLl!ilG ~ "A". IISMll. GtAZl!r1 ill l!IE Rl!OWIMHOOR! ------------OllOII.J -CONCRElE S1Mt RUER 10 M. P1A11S. 0558l0 -l'tRfUlll1ID IIElll stRmt IJ 11Et!MC11. stRmt. R!FE1! 10 11E1M. '!l/A-S-9.1!. Fm!fflt 245 Ulllfl Ill!), Jl!8 GOil) RtiSII, 220 1'1'11( ll'L'8(I,\ 4511 SIJ'f!«l!I A-S-5~3 OllOO.K -CONCRElE Si1E IWl. 1m11107 -J1l!llW, INll lllllrul, P@itl:IQi ll8l!OOO -COi.OR COOED QAZING PllmRII '11" •. IISMII. GIAZllr: ill 11£ Rl!llJlll!l!l OOlllR emu, -eor«:REIE COllMI 07411 ROC'fNG NI~ S1111NG Plll£lS Fm!fflt Jl!8 GOil) RtlSII, 245 Ulllfl ll!l), ft SfflOII. 220 PINI( iWlOIIA !!!451 NlCllllrn1l!.'I PRE-00 OOt«:IIEIE O'/tttA'"-P!l!RlfflO ROOF PME1. RUER ro 11E171. fl,12,l:!,31/A-S-!IO !l!lmE -COi.OR COO!D MING. COi.OR IC 03451,C -PIIE-cASf OJMCREIE >l'I.ISII III.OCl:.RUER.lOIElll..34/A-S-!9. . . .... 07411.9-!XDJI! O. IIOX RI! Ml. PlNEI. mrDL R!FE1! 10 Lm1S ~43/A-s-9.7.-ll!IIOOF -ootCR COO!D MING. ootCR # D fflml 04 -ll'S!N!Y 07,ffl,C -!XDJi! 00 11E11t. 11NL PlNEI. 5"SIDI 'f/ Sllllll!!lE!hJDlll1S. RUER 1l) 11E1MS · !l!lmG -ootCR COOED MING. Sfi: FLOOR PIM fCR l'ilJ1El!II. ll4200 .CONCREIE ll'SIJR'r IINIIS 22.51,51/A-s-9.7 . . . . . . . 1111m 09 -FMHS · . A. THE HEiGHT OF All BUILDINGS SH ALL COMPLY WITH CARLSBAD HEIGHT ORDINANCE · 01200A -ii' -o" lllll cw llll.l. 'f/ m;.oor Mi\EIE QIP. RmR 10 IIElJIII. 51 .t 07411 o oon ~ IIElll. .,..._ stRmt ~ RUER ro IIElJIII. 09220 POR11ANO CfllOO ~ . '!l/A-t? • -""'"'"''" 09220.A-SlllllllRI) L'Jll /111) ~ 'f/ Al.111111!111 ml I'!!! COlll1i(Jl JIINI'. 21.04.065 WHICH CALLS FOR THE VERTICAL DISTANCE OF A STRUCTURE TO BE · 042IKlB _ WNt1f.lE ll'l5l1NR!' t!ffl' STSTDI (tlRJ) 0742II ~~s-9~ ll9220.l! _ iA1!I 111D f'I.IS!!R Atnlll RMAL MEASURED FROM THE MORE RESTRrCTIV[ (LOWEST) OF THE FlNISHED OR EXISTING 048!6 llmffll' fflm ll742DA _ OOEffllJR "P!iRr WflilE" l'tlSro RI. 1'1111!. l!lmC -lltKlf«A. mE!I W/IA!ll NII) Mm!. R!fEI! ro 1EM. ~-10. GRADE. THE VERTICAL DISTANCE IS MEASURED FROM ALL POINTS AT GRADE ALONG 048!6.A-COl«.i\EIE lmNRl'!ff11nm1t RmR 10 lm!S ll.J1/A-s-9.7. !J1l!2!I Sim ,m. F1A911C !11D 1Ri1i Mm lo -sm:w.m -~II cri~NEERING DEPARTMENT .. ___ 248 . .. -IMPROVEMENT PUWS FOR: CARLSBADJOfltff FIRST RESPONDER TRAINING FAC/1.ffY EXTERIOR ELEVATIONS . 10100 \1SlW. OISPIAY IIOftJS 1----------~----------------------i,ND--~THIN-THE-BUlbDING--COVERAGE.:...TO-THE-HIGHES.~POIN-T-OF-TH[-STRUCTIJRE~------~-~-~-------~01620A-SlmllETALP!IM'El'Cll'Ml!III:.~------~ ...,.,-.,....,.,...,_._--------~ !Y1ltll = Nio OOWNS1'0ll1S . · · -,0100.c -~ x ii' DKr-!NltltR • iliiRiJ [-4?,o~:,-£1?-&~:~.r.e ?r/'.f?V6-L DEPUTY CITY ENGINEER PE 28176 EXPIRES J/)1/10 DAn: I DIRECTI.Y ABOV[ THAT POINT OF MEASUREMENT. !o«10 lll!!1llflOODI ll\1CES B. All VERTICAL DIMENSIONS ARE TO FACE OF FINISH MATERIAL ::~=::s~~::r.._~~t. ~-8"11111!1rullllll.lE1tlEl1!!!S.11111.IDl!lm amo R001-IIX,ESSMS . 104!IO.E -10" l'lllmlL 11.1111. liEtll. i.ETTEllS. ffll. IIOt!lll!I), (lffl!).C -IIECIWDI.. stRml f/lfflll MO Pim. Rm!! 10 tml .J7,ll/A-s-t.lll OWN BY: MH PROJECT NO. 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Vl!u,t,LOON'P'ACTWITii THE!E~OR9PECIFll'ATIONSS..W.lC('Jlrfifm,JTE~U.ISIYE EVIDENCE Ol"-AOCEP'!'ANCE OF ~e 11:E.S'ffllCTIONS. 8UBMITTAL OF THESE DOCUMENTS FOR PUBUCAQEl'ICY REYIEWSHAU. NOT M': 00"810EREO A. WAIVE"l OF MM 0~ OROUF"'S l'tlOHTS.-08410.l!---...,......-+- 0880o.g..' ---'-'-~ +13'-4" + J r -f ±1s·-a· n---+----t-----t-t----~, --.-]f;--:.;::..::_.:::=-=-r=-=-=-==...:..=-===-+:-:=-=-=-=-=~~..L~~-;,-rr--ll----11r-ur.o[I. MA.50~NRY~ RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Ca!ifomla Corporation T.O. Ff ·\(i\ /' /, os,oo.s11--!~tl~~~ V 'b I s-15' (J" 0 / os120.A-:....;.' f--+c:f.l"'fr--''"rfftll~/ o'-0" BUILDING SECTION r·. 1\ t \ •. ! "' ~--u7420.A '---..JJ12l2,G L.../Tnl65.A, TIP. ~-u3300.B, TIP. lOBBY /tNIRY I 101 I .N ~<:::_ 'j; 10.A L---<J92W.B 7 8 I 4 ,----·1501o!A, TIP. ~ /r--09220.C;--, ,---·t5010.A, TIP. ,vo,00.C, TIP. f3\ I . ,.., TIP.® r -~-~ ,,.... ..t..+34'-011 I ~,;..;,"""",.....---+--+--+-----+-----+-----ll---h::,f----------+----'.---.--+-------=--,.; TT.O. 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SlllRS 'f/ IICl11' lm!l' l'!lE:~1 W«M.IE 'ffimlS ll7420 ~ lllll. lWES · 114115 SIIJOllMI, l1N« EUmiEJO' 05520 IMIRMS Ill) ltUGS 0742QA -mRKII 'ME Wlllt" Mlt Ill FIVE. mll5.e -(W{lf![) lllffllS, SIIDllll.11£MCili£ coeJS fJ ~ !IHXJ Sim P1.11E 05520A-,r IICII IMM.. 111510 IMLT-IIP IISl'IW.T I\OOfNl !IMSX!ll l:\ _ IIEl;IWlilL 0552!kll-~41".IICII.~ ~-~-~--1-~OA,.:;,,~:;,'!..~,.ROOIIIIC.~·-RIIER~-10-IIEIMS __ 41_,4Z_~ __ H_.9._ 15010 IIISICllfCIWOI.REruR!li!lilS 0552!lC -P£RIOOO!D IIE1N. IIHIL P!NEllllt)/SC,ml · u,suv--onuc,-""""''"""~,,.,."' ---'15010A-~EQIIPIIE!lf. R!FER 'JD.~l't'IIS--~-- 07620A -Sim IIEtll IW!ll'E1' (lip FLISl!ING, ll'll!il!III t& -EllffllClj, 16010 IIIS1C El.EClRICIJ. REtMRIIIOOS 1eo!OA -ElECffllCll EQtliPIIOO'. R!FER 10 El!tlRtH. P!MS 1 .. .. 91phiaNI 9,.. 2009 11~.4 Bulfdlng Secllol 11.m,g <l) -......... 1107570 .... 4 IMPROVEMENT PLANS FOR: CARLSBAD JOM FTRSTRESPONDER71WNlfl/G FACrt..fT"f BUILDING SECTIONS D BY: t.lH CHKD BY: _MM mu RVWD BY: Dt PROJECT NO. '?,$Mt ft) z 0 i= hl 11> C) z C -' ::, Ill ' ' ' ' i • ' , I < I i ! ~ ' , I I f- i ' ' ' I : i ' ' ' ! , i , I : I I ! i ! , ,, i , I ! j I ' I l , ; l ' i ' I I i ' ' ' ' ' ' ' : l ' i , ' -t j ' i 1 " ~ 'iii ~ i " ::: I !! & .. s ,g u ,Jl .. ~ ~ ., .. ~ " I " I ~ ~ -,.. ~ • ~ u ,;i .. ~ J .. .. J, I 'f ~ I'< ~ 1;; -11 ~ i ~ 'll I I ~ I'< ~ --~ 0 "' & -~ ,il t " -.?, "' u ~ • ,'l .!. ,;;; 'l •• ~ § l;J- ,1' ~ ~ ~ 'll 1 " ~ --r ' ' ' i ! I ; I ! +~---- f t ' --,:, l ,l: !.' "' u " ~ ~ ~ ;,; BUILDING SECTION KEY MAP I T.O. PARAPET f ·-o· 055801.11------~ T.O. O'-o· FJ. 76'10.A 100-YARO RMGE I 131 I i --11485.C -~•5120.D 3300.A, 1'1P. .-----09220 .. B, 1'/P. ! 11485.C ,--~:,stO.A 25--YMD R,IMG£ 0£! 15010.A. 1'/P.cp r--03.:IOO .• N I omo. 7620.A E ,· P ~D. smt.lY · .. ru'. PARKNC . . .. I -I •• ··=.-....... ,. n: .. ""·: · ·,;; 6.A '':;,F.,-.. - '--\IIIZ65J\ 1'/P. 00.B, 1'/P. '-04'200.B, 1'/P. 220.A. lYP.<!!> r----lJ!620.A r--o92211.A, 1'/P.<!!l) . I -....--.·-,-, ' , ' \ '\ ";> ' ' "" ; ✓ / L200.B I ' ; \ \ 09220.B \. ' ; ; , 7411.A ~--u5120.D B +16'-8" T.O. PARAPET o·-o· .F. T,ii;. INCLUDED-OAAWI-, ~FICATlON<i, IDEAS,. IJEi:ilGN&AHD ~~SRl=PRioSl;NrW THEREBY ARIEANDSHAU. ROU,ihl U.E P~ERTV a~ HRM Da.lGN. GR0LP N.D KO PART THERE.or SHALL Bia. COPIED, Ol&Cl.06al TO Qn,eRS, OR uSED IN CONh'ECT,CW Wln-t N(Y WORK OR PROJECT OTHER THAN. THE SPECIFIC PRo.;ECT • ~OR WHICIH 7liEY HAVE BEEN.PAE?ARED ANO DEVELOPED wm-101.rr THE WRITTBil COhlBENT OF RRM DES~ GROUP. \IISUALCOHTollCT WITH THESE. DRAWINGS ORSP8llFICATIO"IS SHAI.L D:'lttlSTl1U1E COtilCLUSI\IE. ai1cameOFACCEPTANCEOFTHESl!~TJONS.. SUBMITTAi.OF TliESE DOCl.,MENTS FOR Pl.ale AGENCY ~l&W St1Ao.1, NO r BE CONSIDERED /\ WAIVER OF RRM D!;;SIGN GROUF'"S RIGHTS. RRM DESIGIII GROUP COPYRIGHT 2009 RRM is a Callfomia Corporation SCALE: 1/s" = 1'-o· 11 I I LEGEND KEYNOTES 05560 fORIIID lfJll F!IIIIC'.llONS 077'1!> ROOF /Ct'ESSORIES 1lffllA -l'tRl'MlfD MEW, st:mlf. R!l'IR ID DE114. ~/A-!Hl.ll. IJ772QF -lll'I.T-111' <Mr SIii'. R!l'IR ID lltlMS 41,41,(l/A-S-9.9. ClffltC-S1tn. ATOCllll!llr ftA1E fllR IIEfAl SCRIDI. IJ772Q!; -BUI.HP CRmT O!i'ffiD -l'tRl'MlfD fllEl/l SCft!ElfcAI' MmWQ, sam. R!l'IR' m IEJlc 5!/A-S-t!t OM5QI Oil -ms HID lffllOOWS OM5QI 18 -Mift.it QM!lllll OIi -IOOllS NIii P1ASOCS 06.l.ll CMRHfAD cw«; IXJal o.J.100 CASI-I~ COM.i<!.IE 06100 ROOG1i r.lR!'EIIIRI' 1163.llA -<Ml!ltOO EX1BIIIIR C0l!lll tm. R!l'IR m DOOR stflEOOtE o.m>.A -OOl«:Rf1I: fOOtr«l. R!l'IR m stRltf1M. PWIS . 06100,8 -Wftl. f1NNG. R!l'IR ID SIRUCl!ll'l P1A11S 06.l.l1JI -CMRltOO llflRIOR OOUG DOOR. R!l'IR m IIOOR 5tllDlltE DMUI'-C0NC1l£fE SIM Olt ~ R!l'IR 1D SffitlCtffl!tl MIS 0610ClC-ROOF fMIIIG. R!l'IR 1D S!R11C11M. PlNIS C6IIIJ .l.llJIIIMI E!fflWIC!S Nil sromRtlNrn m COM:&~ IIM1' ~ RlflE) lfEIII. PIIE. POOre lll'll. Plll!I. LIJ!IAM)P!.fflfl EXlERIOI! PIii[ mNOllS · EJ>I !Alli ANO FtASIBI; 1'!1111' OOIIIR A20!I "ta" -/OOllll 53/IIOO EJ'l 00'05E!) STR!ICMW. STm, POO COi.OR A20!4 "0l!SIMt GtlSS"-/OOIIII "/000 OlJOQJ -<XtiEIE ,'!Ml REFER 1D CML ~ DM5QI oZ -1llERMll. 1/«l mJRt; P@rt\,10, MllOA -fflftRO,T 001W1CE 1100R SlSl!lt REFER m DOIi! !IXIME.' 0.J.100.K -C0NC1l£iE Sill: llf'tl. 07212 11\TT 00 INSW,ll)N !l!410.II -S1llRflROO' WiNOOW ffllDI. REfER ID WiNOOW ~ 0.J.100.M -WNti!EIE SIIB tMtt ll£tlltM:. REFER 10 smretllW. PWIS 07212.lt-ROOF 1N5MK1!1 (!!KM): G1ASS 111iER OON11ED Rlilll lllS1Mllllt lflllRI) R-19 . (JIIIIX) . GtAZING 0.J.100.P' -C0NC1l£iE BOIi!) flEIII. REFER m S1Rtx:ilfflll. PlM.l 117212.C -EXlERfOR a. F1.fflD 00[ ll'l.l l!ISIAAIDI: f1(!I) 11\11'3 R-19 ~ -OOlDR COOED ru2III:. 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SlSl!lt R!l'!Rm tEMS ll.4.1/A-S-9.7. 0!!511 ~n• ~ ~. _____ ....... • • , 05t:znA -J'"""'"""' 001N1. R!l'IR ,, J'"""'"""' ""'" 07411.c -EXlERfOR 11M: MEIAl lllltl Pl'IIEI. S'ISl!ll YI/ soo:i:RID J01111S. R!l'IR m OU1ftS v,, " -'"""""" ~J,.,... """"" .,,,, .... """' "' '""~"' 1. 2. . 05120.D -SIRtlCIIM.116111. REfER ID 5lfflJt'fllfllL f'IANS. ..,,._.,_,, 21.2ZZJ,24,.12,41,42,43/A-!HIJ. REFER TO SHEETS T-l.6 AND T-1.7 FOR THE LOCATIONS OF FIRE RATED 05310 SIEll.ll£t!( 2Z51.....,,..,~ •• 7• 11!!545 tmRllM:IIEIAlCBOO WALLS IN THE BUILDING. 05:ltllA -IIIJM. S1tn. imaMl. R!l'IR m S11M:llffW. PlM.l 07411.D -EX1BIIIIR 21M:, D. llUIIBli' sam SlSIDI. R!l'IR m llElM. 0!!54&A -SUSPOO!D IIEN. ~ C!11fN1: SlSIDI. -o ....... -11,12,13/A-s-9.9. -ti --All FIRE RATED WALLS ARE TO EXTEND TO THE UNDERSIDE OF EITHER THE ""'' ..... .,""" ,, 07420 FtASre ML 1W1E1S _... -~~• 0551QA -IIEI.II. SE"' !l!lRI' m!f' !'Rt~ COl«:Hf.lE ,mos 074211A _ ootRIOR -lflm." P00re IHI. PMEl. 11"85 SHOODIG IIINGE EllUl'IIElli' FLOOR OR ROOF STRUCTURE AND WILL BE SHEA THEO ON BOTH SIDES BY %" om, IWIMS ANO PMll«lS 11«.e -<MR1100 lffllES, Sft1IJIJ,I. RfliRf.Ctfl! GtMDS Ar lft: AR-ffl S1tn. PUtE i-,a't-/ 'J:'1>'----~-~ffl!IA----J4"-llll!I IM!M..-· ___________ 1!751tLBUII.T-l/l'ASPI\IIJ_ROOFIIIG;,.,mi.,,im,,iniimii.._.;nti:..::;;.---7 ilJS~llll~J5~-~fllt'IWPI,~~ -- - - - - -T'!?E-x-m'PSU'-t-BOARD;-RETTR-TO-DCTJ\I,. .,,._, 1 A=S=9;4-FO~Ft/R''JM . 05.mB _ fl' l!GII ~ 0751M -11111.T-ffl' AS!'IW.T ROOfl«l. R!l'IR ID 11E1MS 41,41,(l/A-S-9,9. 15010 PASK: WECll'HOO. REQUR!ll!IIIS !NFORMA TION ON FIRE RA TED WALL ASSEMBUES. (l1ll20 MEI IIIJAI. flAH!: 1111) lRilf 1-M --• ..,._,,. -m.........,. ..... 05.mC -l'tRfUlll1ll) IIFJl,L ._flll F!11!!11«l/Stt Omo.A_ Slt£Er MEIAl Pl'IW'ET i,, n....., """"' -•~-• ..,..,~,. ""'"' ••~= nm., •~-OM5QI 16 -EIB;ID 16010 PASK: ElEClfflOO. REtlllllDE!lfS 1IIOIQA -ElECfRll:tl. 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SEE SHEET T -1.3 FOR FIXTURE MOUNTING HEIGHTS AND PROPER ACCESSIBILITY CLEARANCES. 1107570,A.S,7,9 ,_ Elovations.dwg .,._ 1107570 A-S-7.9 ~~bCI~~NC-~Af~T . . -248~ IMPROVEMENT PLANS FOR: CARI.SBAOJOINT FIRST RESPONDER TRAINING FACII.JTY rNTERJOR ELEVATIONS -~-APPROVED--v.!WAJU-J'I.UMMEH--·. ' ' I -~~ ·, z",~,s,y, ~ c,/,,~ DEi' TY QTY ENGINEER PE28176 EXPIRES J/J1/IO 'oA . OWN BY, MH PROJECT NO. I DRAMNG NO. CHKD BY. MMll>U . __ JQJ& 463-f RVWD BY: QI ------------------------------- ' I \ ' ---------, --------------- tn ~ (t) (t) -0 ~ G) '·,:--"~- i I ' i ' I ' ! I i i ' I l I 11 ' I ' ' ' ' ! j i : I I l i i , I : i ' I ' i I • I ! I ; I ' ' ! i ' ' ' ' i i I ' ' I i ' ' I I t ' ' . ' ' i I ' • l I I I I j ' ! ! I I l i I l ' ' . ' i l c· ' \ ' • ' ' ! I ' i ' I i ! ' ' • . ' ' i I f ' ~ ' ii ( < i - -. MARK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1B 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 "' 39 -2 , 40 'li E 41 42 ~ ii' <> 43 44 Si 45 ~ 46 47 48 ~ 49 ~ 50 51 " ~ • 52 53 ;\j ~ "' - 54 55 56 57 ,.; ~ "' I " ~ 5B 59 60 61 62 l!1 63 ~ -64 !:' " 65 66 ~ • ;\j ~ <'i -,.; J, I " I R l!1 ~ o; -8 ~ 1k ll; 1l ~ cl I R l!1 ~ --~ 0 ] -] ~ ! ~ a, " ~ • :"! I -,; -'l •• ~ § .l -~ ll i! ~ ~-- I(: - ~ --!! ! <I; '!!: "' " " ~ ... -~ DOORAND FRAME SCHEDULE DOOR FRAME HARDWARE SIZE GLAZING TYPE MATL DETAIL NOTES VVD HGT MATL HEAD JAMB SILL SET NO 6-0 7-10 SF T A SF 11 A 5-8.J 11 A S 8.J 12/A S 8.3 SEE SPECS. 2.4->-6t.12 6-o-7-10-SF T A SF 11 A-5-8.J 11 A-S-8.J 1? 'A-s-8.3 SEE SPECS. 2456712 3-0" 7-10· SF --C SF 32 A-S-8.J 32 A-S-1!..l 23 A-S--8.3 SEE SPECS. 89 3-0 7-10 SF --C SF 41 A-S-8.3 41 A-S-1!..l 23 A-S-8.3 SEE SPECS. 8, 10 3-0 7-10 SF T C SF 51 A-S-8.J 51 A-S-1!..l 33 A-S-B.3 SEE SPECS. 267 3-0" 7-10· SF --C SF 31 A-S-8.J 31 A-S-8.J 23 A-S-B.3 SEE SPECS. 910 5--8 7-10 HM --D HM 31 A-5-8.4 31 A-S-B.4 23 A-S-B.3 SEE SPECS. 8,9.12 3-0 7-10" HM --B HM 11 A-S-B.2 1 1 A-S-8.2 23 A-5-8.J SEE SPECS. 12 3-0" 7-10· HM --B HM 21 A-S-8.2 21 A-S-11.2 23 A-S-B.J SEE SPECS. 91012 3-0 7-10 HM --B HM 12 A-S-B.2 12 A-S-B.2 23 A-S-8.3 SEE SPECS. 12 3-0" 7-10" HM --B HM 12 A-S-B.2 12 A-S-8.2 23 A-5-8.J SEE SPECS. --3-0" 7-10· SF T C SF 21 A S--8.3 22 A S-B.J 12 A-S B.J SEE SPECS. 2,4557 3-0 7-10 HM --B HM 12 A-S-B.2 12,13/A-S-8.2 23 A-S-8.J SEE SPECS. 1 2-6" 7 10 HM --B HM 1' A-S-8.2 12/A-S-8.2 23 A-S-8.J SEE SPECS. 1 3-o· 7-10" HM --B HM 12 A-S-B,2 12 13/A-S-B.2 23 A-S-B.3 SEE SPECS. 1 3-0 7-10 SF T C SF 51 A-S-8.J 51 A-S-8.J 33 A-S-8.J SEE SPECS. 2.6.t 3 o· 7 10· HM B HM 1' A-S-B.2 12 A-S-8.2 33 A-S-8.J SEE SPECS. -3-0"' 7-10-SF --C SF 51 A-5-8.J 51 A-S-8.J 33 A-S-8.3 SEE SPECS. --3-0 7-10 HM --B HM 21 A-5-8.2 21 A-S-8.2 23 A-S-8.3 SEc SPECS. -3-o-7-10" HM T B HM 31 A-S-8,4 31 2/A-S-8.4 23 A-S-8.3 SEE SPECS, 2s7 3-o· 7-10· HM --B HM 22 A-5-8.2 22 A-S-8.2 23 A-S-8.J SEE SPECS. -- 3-0 7-10 HM --B HM 31 A-5-8.2 31 A-S-8.2 23 A-S-8.J SEE SPECS. 12 3-o-T-10-SF --C SF 41 A-5-8.J 41 A-S-8.J 23 A-S-8.J SEE SPECS. --3-0 7-10 SF --C SF 31 A-5-8.J 31 A-S-8.J 23 A-S-8.J SEE SPECS. --3-0 7-10 HM T B HM 31 A-S-8.4 31 2/A-S-8.4 23 A-S-8.3 SEE SPECS. , s7 3-o· T-10· SF T C SF 31 A-5-8.J 11 11A-S-8.J 12 A-S-8.J SEE SPECS. 2.J4.J.6.7,12 .r-o 7-10 SF --C SF 21 A-5-8.J 22 A-S-8.J 12 A-S-1!..l SEE SPECS. 1 3-o-T-10-SF --C SF 21 A-5-8.J 22 A-S-8.J 12 A-S-8.J SEE SPECS. 1 3-0 7-10 HM --B HM 1, A-S-B.2 12 A-S-8.2 23 A S 8.J SEE SPECS. 3,5 3-0 7-10 HM --B HM 43 A-S--8.J 44 A-S-8.J 12 A-S-8.J SEE SPECS. _,,,912 8-8-8-0" STL --E STL 21 A-S-8.4 22 A-S-B.4 13 A-S-8.J SEE SPECS. --8-4 T-10 HM --D HM 42 A-S--8.2 42 A-S-8.2 23 A-S-8.J SEE SPECS. 9.10.11.12 3-0 7-10 HM --B HM 33 A-5-8.2 33 A-S-8.2 13 A-S-8.J SEE SPECS. 8,9 J-o-T-10-HM --B HM 11 A-S-8.2 11 A-S-8.2 23 A-S-8.J SEE SPECS. --6'-0 T-10 HM --D HM 33 A-5-8.2 33 A-S-8.2 13 A-S-1!..l SEE SPECS. 8,9 14-0 8-0 SIL --E STL 11ASll.4 12 A-S-8.4 13 A-S-8.l SEE SPECS. -J-0 7-10" HM --B HM 33 A-S-8.2 33 A-S-11.2 13 A-S-8.J SEE SPECS. 12 3-0 3'-10 HM --B HM 43 A-5-8.2 43 A-S-8.2 13 A-S-8.J SEE SPECS. --3-0 3-10 HM --B HM 43 A-S-8.2 43 A-S-8.2 13 A-S-8.l SEE SPECS. -- 9 -4" 8-0 SIL --F STL 24 A-S-8.2 34 A-S-8.2 23 A-S-8.3 SEE SPECS. 11 3-o-3'-10-HM --8 HM 43 A-5-8.2 43 A-S-8.2 13 A-S-8.J SEE SPECS. --3-0 3-10 HM --8 HM 43 A-S-8.2 43 A-S-8.2 13 A-S-8.J SEE SPECS. --3-0 7-10 HM --B HM 23 A-S-8.2 23 A-S-8.2 13 A-S-8,J SEE SPECS. --s-o-T-10" HM --B HM 23 A-S-8.2 23 A-S-8.2 13 A-S-8.J SEE SPECS. --3'-0 7-10 HM --B HM 32 A-S-8.2 32 A-S-8.2 13 A-S-8,J SEE SPECS. -- 3-0 7-10 HM --B HM 32 A-S-8.2 32 A-S-8.2 13 A-S-8,J SEE SPECS. --s-o· T-10· HM --B HM 32 A-S-8.2 32 A-S-8.2 13 A-S-8.J SEE SPECS. --.3'-0" T-10· HM B HM 3 A-S-8.2 32 A-S-8.2 13 A-S-8.J SEE SPECS. -- 3 -o 7-10 HM --B HM 3; A-S-8.2 32 A-S-8.2 13 A-S-8.3 SEE SPECS. -- .3 -o-7 -10· HM --B HM 44 A-S-B.2 44 A-S-8.2 23 A-S-8.J SEE SPECS. 10 11 3· 0 T 10 SF T C SF 4 A s 8.J 42 A-S-8.J 33 A-S-8.J SEE SPECS. 2 45678910 3-0 7-10 SF T C SF 4 A-S-8.J 42 A-S-1!..l 33 A-S-8.J SEE SPECS. 2 456789.10 .3 -o-7-10· SF T C SF 4 A-S-1!..l 42 A-S-8.3 33 A-S-8.J SEl SPECS, 2 4•678910 s-o· T-10-SF T C SF 42 A-S-11.3 42 A-S-8.J 33 A-S-8.J SEE SPECS. '-3,4,5,6.78,9,10 5-0 7-10 HM --D HM 12 A-S-8.2 12 A-5-8.2 33 A-S-8.J SEE SPECS. 8 910 5-0 7 -10 HM -D HM 12 A-S-B.2 12 A-5--8.2 33 A-S-8.J SEE SPECS. 8910 3-0, 7 -10 HM --B HM 12 A-S-8.2 12 131A-S-8.2 33 A-S-8.J SEE SPECS. B,9,10 3-0 7 -10 HM -B HM 12 A-S-8.2 12.13/A-S-B.2 33 A-S-8.3 SEE SPECS. 8 910 .3·-0· 7-10" HM --B HM 12 A-S-8.2 12 A-5-8.2 33 A-S-8.J SEE SPECS. B 910 3'-0" 7'-10" HM --B HM 12 A-S-8.2 1, A-5-8.2 33 A-S-8.l SEE SPECS. 8,910 3 -0 7-10 HM --B HM 12 A-S-8.2 12 A-5-8.2 33 A-S-8.3 SEE SPECS. 3 5 8 910 J'-0" 7-10" HM --B HM 12 A-S-8.2 12 A-5-8.2 33 A-S-8.3 SEE SPECS. 3,5 3 -0 6 -0 STL --G SIL --51,52/A-1.3 --11 3 4-0 6 -0 SIL --G SIL -24/A-1.2 --12 12 7'-0 8'-0 STL --E Sil SEE MANF. SEE MANF. SEE MANF. --8 7-0 8-0 STL --E STL SEE MANF. SEE MANF. SEE MANF. --8 ----------------. -------------------- ------------------------ \ --------------------- 1. w w 2. 3. . 4 • . ' ' ,j::::. 5. • 0 I , . I T T ' :c ' I ' ' .,., OUVER/UTE lI1'E :c WHERE T :c wr-tERE NOTED NOrEO \ / :r ~ - LOUVER 6. IMRE 3' ~ 7. NOTID - A SfOREFRONT SIR£ AND RAIL OOUBtE DOOR B C 8. 9. HOLLOW Mmt. S\51C FLUSH DOOR SIURfJRONT SlltE AND RAIL DOOR 10. 11. 12. w r "·"'""""'' .... , .. :c ~'"~,., _______ _ . "., '""'" ....................... _._,._,. ____ _ D E HOLLOW MITAL S\51C FLUSH OOUE!.E DOOR OVERHE'ARO COILING DOOR HM SF sn. T w .. ... .. --..... ' "". ..... - :c F G MANUAL OROl'IRAC SIM:I.E SUDE RIGHT WITT! WALL GtJIDE sr.i'1DI SING!.[ SWING GI.TE I DOOR ELEVATIONS SCALE: 1/4" = r-o· 1 ---------------- DOOR GENERAL NOTES I PROVIDE LOUVER IN DOOR -SIZE TO BE AS Sf/OWN ON MECI-IANICAL DRAWINGS. DOOR TO RECEIVE UTT:. REFER TO SPECIF!CA TION SECTION 08800 AND . 08805 FOR ADDITIONAL INFORMATION. DOOR TO RECEIVE PANIC HARDWARE. PROVIDE SIGN AT DOOR TO READ: ms DOOR TO REMAIN UNLOCKED DURrNG BUSINESS HOURS' PER SECTION 1003.3.1.8. All EXIT DOORS Sf/ALL BE OPENABLE FROM THE INSIDE WITHOUT KEY OR SPECIAL KNOWLEDGE OR EFFORT. ANY LOCKS ON EXIT DOORS MUST BE RELEASED BY NORMAL OPERATION FROM INSIDE WITHOUT. KEY OR SPECIAL KNOWLEDGE OR EFFORT (t.EWR HANDLES OR PANIC BARS MUST RELEASE LOCKS) PER SECTION 10D8.1.8. ALL GLAZING TO BE TEMPERED PER UBC STANDARD 24.2, PART 1. AT TEMPERED GLAZING LOCATIONS GLAZING TO HAVE A PERMANENT LA VEL AND Sf/ALL BE VlSrBLE PER UBC 2406.2 ONE-HOUR RA TED DOOR DOOR SEAL FOR SMOKE PROOF ENQOSURE. PROVIDE SELF' CLOSER. SEE SPECIFICATIONS SECTION 08305 FOR ADDITIONAL INFORMATION CONCERNING DOORS WITHING THE SHOOTING RANGES. PROVIDE CARD READER PER DETAIL 24/A-S-8.3 LEGEND I HOLLOW MET AL STOREFRONT STEEL TEMPERED KEY MAP ''''''"''''' THE INCUJDED llRAW!NGS, af>!;CIFICATlllldi,, [)EA6. DESIGtrlS AND ARAANGa.lla.N f5 ~PRc!iENTEIJ THEREBY ARE AND BI-IALL REIMUrl THEP~TYOFRRM.DEBIGNQIDIJPANDNOPAR7THE-tEOFSHA,U. BE OOPl£0,. DISC! QSFO TO OTM= OR USED IN CONIIIECTION WITH 11.tHWCRl(ORPRQJECT OTHER TliAN THl':.8Pl=CIFIC F'ROJl':.CT FOR Wrl,CH TliEV HAVE ~ PREl"AFIED Atrilll DEi/ELOPED WITl10UT ll£WRITTEN~T OF ~llalBNGROUP. VISUALCONTACTW!TH THl!SE. DMWIWGs.OFl SPECIFICAno..5 SHALL CONSTLTl.rTECOHCI.USIVE EVlDENC£0F.N:.cEPTANCEOFTHUE.ReSTRICTIOtt&, SUIIMITTAI.OF THESE OOCl,!MSNTS FO" l'"UBUC AGENCY Re\llEW Si-lAU,. NOT BE CONSIDERED A WAIVDR, OF RFIM llliiSIGN. GROUP'S RIQHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a CalH'omia Corporation ~ ~ ~ ::! ::> (II (I) ti ::- !; ! I ~ ~ "' if ~ Ii 11 ~, ~ 0 -..I .... -0 0 N < c,) LI.< C) (.) z --,:, w z IIS ..I -.Q :) ~ Ill 0 ;:: w I-IIS ~· a: 0 ti) w >, a: i~ 0 0 0 e Q CL O fl> ;:: wo a:: 0 I-CQ U) It) a: N -LL September 9, 2009 11il75704S,8.1 DoorS<:hedula.dwg .. _ 1107570 .... ~1 SHEET i I CITY .· OF CARLSBAD , 1 SHEETS r 64 . 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FRAMING-REFER TO flOOR Pl.ANS FOR WAil. l'IPE TILE OVER MOITTAR BED EIWAIC l1lI SHEif, SlOPE TO DRAIN-SEE INTERIOR ElEVATION FOR LOC'tTION AND SIZE -• l'Tffl - r·RECESSB) SHOWER SHElf :T:EZ -, .. 11 11tl 211 : ~ 5/ff' G'IPStAI BOARD J_~IRf-----CMU WAil. ASSEMBLY-SEE flOOR PlAN L--7/8" H,\T CHANNEL .M" ..dll'-ll ROBE HOOK-REFER TO INTERIOR ElEVATIONS ~ I I I=' m ...... ...... . •' .., -'· ,• -. , . .. •' .. , ' '· '. :~.: ... ' . ~ ----WALL n1'E 'l6RIED-SEE flOOR PlAN 4" CERAMIC TILE COVE 8ftSE, OVER Tl!IN SIT MOITTAR BID-- SEE SPEC!FlC\TIONS --- - .II .II CEMOOTilOUS BACKER BOARD CONCRfJE S!AB SlOPE TO DRAIN ) ~- -- WAil. lYPE VARIES-SEE FlOOR Pl.AN 5/ff' G'IPSUM BOARD 4• CERAMIC TILE COVE El&SE W/ BUllNOSE-SEE SPEClflCA.TIONS CEMENITIIOUS llAOOR BOARD CONCREIE SlAB SlOPE TO DRAIN ) ~-· -- THE 1/IICLUDBl D~WINGG,. SPECIFICAnaNS,,. IOE4B, OEGIGH&.M,ID ARRANGEMENTS REPAESEN.TED Tl-!EREEIY AREAtrill:I SHALL RBU.ll,l ntE.FAOPERTY OF RRM DESIGN GROI.JP ~ NO PART THEREOF SI-W..L l!IE COPleD, D~LOSED TO OTHERS OR USED l"I CONMECTIOlrl IMTH AH'< WORK OR PROJeCT OTHER THAN THE SPECIFIC PROJECT FORWIUCH THEY ,iA\IE !!!':EM PAEPIIIIREDJIND DE\jEI..OPED WITHOI.IT' IHE WIVT'TBI.CCNIENT OF MM DESIGN.GRaJP-. \1181.W..CON'llr,Cf Will-I ~~WING$0RSl'ECIFJCAT!OHS~CCltr$UTlnECONCLUSNE ~JDENCE: Of l,CCEFl"ANCE OF Tlii:SE ~NS. SUBMITTAi. OF THESE ooctJM~TS FOR PUBLIC MaHCY RE.\IISW S.w.1,. NOT BE CONSloau.DA WAIVER OF RRM CESIGN.GROLPS RIGPiTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomia Corporation "' ~ ~ 0 !::i :::> ID U) ~ < • Zi I IR-~ rnctOSURE CBUNG lRANSITION ·-·=• I r I 32 I = L CERAMIC TILE ~ ; ! as 11 WALL FRAMING RfJER TO FlOOR PlAN FOR WALL n1'E [-WALL = = CMU WAil. ASSEMBI.Y- SEE flOOR Pl.AN --7 /8" 11<\T ®NNEI. ~-!i/8" GYPSUM BOIRO WOOD STUD SEE flOOR PlAN - , SHOWER WALL AT CMU · WAil TRANSITION u:=: CERAMIC TILE OVER ll-ilN SEJ MOITTAR BED BACKER BOARD CERAMIC TILE O'/£R Tl!IN SIT MDITTAR BED CEMENTITIOUS ..... FRP WAINSCOT -BACKER-BOARD----- r 34 A..OOR DRAIN G\'PSIJM BOARD MITAL "J" MOlDING REFER TO lmERIOR ElEVATIONS 1 /2" F1BERGlASS REINFORCED PANE!.. S£CURE TO WALL PER MANUf'ACTURER'S RECOMMOOATIONS WAil. lYPE VARIES-SEE R.OOR PlAN MITAL "!' MOLDING PLUMBING FIXlllRE- SEE PltJMBING IJWGS. flOOR FINISH-SEE F1NISII PlAN ~-1flOOR FINISH, REFER TO FINISH SCHEDULE --WATERPROOF MEMBRANE < SlOPE . :,; . . : REINFORCED CONCRETE MONOUIHIC. POUR, OVER MITAL DECK SEE_STRUCTWALPLANS __________ _ r 24 ' ' '· WAil. TYPE VARIES-? .. SEE flOOR PlAN . ., -'· ' .. 6" RUBBER COVED El&SE SEE SPECIFICATIONS ' .. , . . , ;.'. ,. 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RfJER TO STRUCTURAL PlANS ~e:S:ee,-----t:flf ---♦--I PAfW>ET WM.I. w/ CANT o/ WOOD SHEATHING 11 1/2"141 I . - "F-----BUR.T-UP ROOFING CONTINUE TO PARAPEI' & UNDER MITAL FlASHING CAP l,!__---WALL PARAPET -REFER TO FLOOR r: PWI FOR WALL TYPES ALUMINUM 8-\R OR PtATES & SCREWS FA.WlED 8" O.C. HEAT WRDED lAI' WEATHER RESISIII/E ~ 4• 00/1' 'ffllED WOOD BLOCKING J" RIGID INSUtA'llON o/ CONCREfE BUILT-UP ROOF1NG MEMBRANE MITAL. DECKING -REFER TO STRUCIURAL PlANS ROOF FRAMING MEMBER. RfJER TO STRUCTURAL l'lANS PAP.APET WM.I. w/ CANT o/ MEJAL DECKING 11/2" 42 "F----BUII.T-UP ROOFING CONTINUE TO PARAPET &: UNDER MITAL FlASHING CAP l(·L---WALL PARAPEf -REFER TO FLOOR 1~ PWI FOR WALL TYPES !MRIAP ALUMINUM IWl OR PtATES &: SCREWS FA.WlED 8" O.C. HEAT WEl.DED tAP WEA1HER REStSnVE ~ER 4• 00/1' TREA'!ED WOOD BLOCKING 3• RIGID INSUtAllON o/ CONCREfE BUILT-UP ROOFING MEMBRANE CONCRrn: o/ ME!'.&J.. DECK. REFER TO STRUCTURAL PtANS ROOF FRAMING MEMBER. REFER TO S!RUCTIJRAL l'tANS ----------------- ffllOf' llPAIII, RmR 10- 1'1.UMBING PIANS IDDFLISlll«lOl'ER ENlll£ RECESSED SlllfS Btlll.T UP R!l(Jf1M; mtBRN,'E RIGID IIISUIAl10N ~ SYSIDI. RmR 10 STRIIC1IM PWIS !M:RFlOW DIWN, RmR 10 l'llllml PWIS I ROOF DPiAIN ::::-e DOWNSPOUT SCUPPER -ELEVAllON SfALE[) LOCKED&: SOLDERED CLOSURE flANGE CONDUCTOR HOO - DOWNSPOUT SCUPPER -SECTION PRE....('S CMREIE. Sl'IA9f llOCI( SPUSH BLOCK 11/2" 32 FlASHING ROOF SlOE flANGE SOLDERED &33 3/4" 34 y-~ ~---ROOF HATCH, R£FER TO. SP£CIFIOOIONS ALUMINUM J-MOLD --'ROOF FIWAING SEE STRUCIURAI. DRAWINGS GYPSUM BOIRD STlil. ACCESS !ADDER, REFER TO DEJAIL '12./- I ROOF HATCH 0 2 -5/1( HOLES FOR 1/4" ANCHOR BOL'IS FlASHlNG MEMBRANE OOlR'f UP UNDER HATCH COUNTER FlASIIING 3" 00/l'SIRIP BUILT-UP MEMBRANE ROOFING, REFER TO SPECIFICATIONS REFER TO FLOOR PWI FOR WALL TYPE 3/1r ALUM. ALTERNATE BRACKIT AT 1 o· -o· O;C. MAX. 1 / 4" X 3/ 4" S.S. H.H.M.B. -,,..... --,,,=¥~-----&.liioln-,1 . 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JOINT IMPROVEMENT Pl.ANS FORc THE INCWDEO ORAWINQII..SPl:CIF~TIONli, lll~~ANO ~EMaflSREPREScNl~ lt1talEIJY NUiA"'-1 Sl1AU. F1EMA1k l1iE. PROPERTY c:JF RRM. DESIGN GRiX.IP AND ND PART Tlic.HEOI-StW.J. BE COPIED,. O~UJSED ,a an;E.RS OR l.lSEll IN.OONfli~ Olllfll 'MrH ANV WORK OR PRQJECT OTHER THAN THE BPECIFIC PRWEGT FOR WHJCl-1 Tl-tEY rlA.IJE SEEN PREPAREON.o DE',IELOPED WITHOUT THE WRITTEN.CCHIENT nF RM DEl!IGfrllGADIJP. \IISIJALCONUCT WITH THBSE DRAWINGS OR Sf'eCIF~TIONS SHilll.L CONSTITUTE COol1'.l.USNE: EVIDENCE OF A,CCEPT"ANCE OF T'rlE8E RESTRICTIOHS,. SlllMITTAL. OF Tt1ESE DOCUMENTS FCI\PUBI.IC AGENCY RE\IIE!W SI-W.I,. NOT BE CONSIDEREO A WAIVER. OF MM DESIGN. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM Is a Califomla Corporation ~ ~ ...l ::::> m en !!I < a ~ --... ! I ii ~8 'I ;1 ~o ..I .... -0 ON < 0, LI. < C, 0 z ~ -,, fl) z CQ ::! -.0 < ~ .!! ILi I-:u 0 « 0 ~ LLI >,, 62 CZ~ w > !;:c 0 C: w ll. 0 0 ·c: wo « 0 I-co 0 It) « N -LI. 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S1EEL 1UBE HORZONTAL AT 10P ANO BOTm,1 --YOlHER RESISTIVE BARRIER, BOIB SIDES !---LAIB AND l'!.AS1ER OVER EXTERIOR GRADE X PLYWOOD SHEA IBING, BOTH SIDES ID srnrn,, BOTH S10ES +++f--Hl-lS BASE PER ~~~~~~SlRUC1URAL ROOFING AT PIPE PENETRAllON PER ROOFlNG MANlf ACT. ATTACH PER SlRUCT. NOlE: PREPARE LATH AND PUSIER PER SPECIT.AllONS IAlH AND Pl)SJER MECH. 5tREEN SUPPORT .... ' ~--4" SQUARE 1UBE AT TOP AND BOTTOM OF MECHANICAL SCREEN -4" SQUARE 1UBE COLUMN, REFER 10 S1RUC1URAL PLANS . , • PER,...OOERIOR ··· .... ,_:_,, .. , .. : .. ..;,,.·,,: .. :. , El.MilONS (20' -o· IIIX.) t LAIB AND l'!.AS1ER O\{R lltAlHER RESISTIVE BARRIER OVER )Ii EXTERIOR GRADE PL 'fl\OOl SHEATHING, BOTH SIDES NOTE: LATH AND PlflSIER INS!'AllAllON PER SPECIF!rAllONS . 1· 32 PLASTER REVEAi., BOTH SIDES, SEE SPECS IAlH &: Pl.A.)JER VERr. JOINT AT MECH. SCREEN r 33 BOTTOM CLOSURE SIT IN SEALANT ., ,_. ''" ROOF 1¥.NEL SlRIJC!URAL FRAMING REFER TO SIRUC1URAL PlANS COtJNfERFlftSHING-__,,. 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SPRING ACTION COUNTER FIA'iHING 8' HIGH WALL FIA'iHING MITAL DECKING (BEYOND) CLOSURE Sl'RllCltM FRAMING -REFER TO SIRUClURAL PlANS m_ ATTACH MITAL ROORNG S)SlEM PER MAN\fACll.lRER's RECOMMENDAllONS. :..---rAsr-lN-PlACE CONCRETE WA1.L --PORllAND CEMENT PlflSIER FINISH WEEP SCREED ORM: PIN w/ NEOPRENE FAm: V. MITAL SPRING ACTION COUNTER FLASHING SIDEWALL FlA'iHING SEif-cm.ER Fi!SmER w/ NE.lml£ ROOF DECKING 1/.f SfAM ANGLE S!RucnJRAL FRAMING - ,-...,.;_RE .FER TO SIRUC1URAL PlANS ft ATTACH . MITAL ROOFING S)SlEM PER MANUFACll.lRER's RECOMMENDATIONS. ~ o/com1E-~DEWALL TO MEJAL rAN0~111tl 13 I DWN BY: MH CHKI> BY: Ml-I/RM R\IWO BY: Dt lH!o ir.cr..i.io~ IJRAWI~ SPECIFICATIOfril&,. IDrA&, DESIGNS ANO. AARNIIGEMSNTS RE.PRESElUE0 n;ERE&Y ARE ANO 81-wt,U. REMAIN THE~TYOFRRJ,\DESIGkQAOUPANDIIIOPNITTttEREl'IF~ E1£COP!Ef\.08CI 08f:0 IQOTl-1-CRUSEPi..~LONWITH Nff WORK OR PROJE;CT OT111:R THAN THE SPECll"IC PROJECT FOR Wl-flCH TIE¥ HAl/E BEEN.~AND DaV&I.OPeD WITHOUT T11£WR!TTENCCNIENT Of RRliDESIGN.GROLi', \lltiU,ll,L.CONTACTWlnt Tl-183E.DRAWM3SORSPECIFICA1lOJ115etw.i.QCtl6IIT~~ EVIDEMOl=.OFAOCEPTANCEOF'TWESEflESTR!CTION6. S.IBMITTAI..OF THESE llOCIJMa.lTS FOIi PUBLIC AGENCY REVIEW SnALLNOT BE COl>ISIOERED A WAIVl"'FI. OF RRM OESION GRCUF'B RKJHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM Is a California Corporation ~ ~ 't-..... ::::> ID ~ ~ • ~-t-1-----1' I ~- PROJECT NO. ,:,QIA • 1--".· -.-•• --------~ . '·-'-==-~-..--=~-"----·· -== ~..,,------.'---------------. ' i ' i ' ' ' ' I ! ! t i ' ' ' 1 l ' j ; I i ' ' i i ' ' t ' i ' t ' • L+ ------------ -i t ' f ' j -~ ~ -~------:• i: ;) ' ! ' < ! ! I j ' ' ; i i i ', -· ~ , 'ti E ' ;;; ~ :>J ~ ~ & .,: .§ • " 'l! , ,'! ,ll , " ::: o; .), I "' ' R ~ £> - f ~ '.li • " 'l! , ,'! ,ll , " ::: o; .), I "' t R ~ £> .;; -l'l ~ ii, ~ ~ 'tl 1i <.5 I R ~ 0 ---~ 0 " C (l -~ .a ~ ~ " s ~ ~ • :'l .J. ~ -~ ~ § :,. <1! -~ t': ~ ii 1; '-' R ~ -.e 1 0: J; u "' g --'-',I----------;. -=i: FRONT WAt.l. - ji!A5SROOM AUDIO DIAGRAMS ew =• t Nttwmts I ~ A/V CONTROL DIAGRAMS MW:tetz MIC mmrr TEJHW. S!RIP -- ' r ' EQUIPMOO WITH COMO ~ AND CIRCUIT GROUND ' . I NTS j33I EQUIPMOO WITH SEPARATE CHA.5S1S AND CIRCUIT GROUND INSULATE RECEf'l'ACLE FRO PANEi., 1YP. C......-0 L, 1 ._u C .,_. ,.__,,J L l ·'"" - 2 REMOVAlllE --'/ EQUIPMENT ~CK FRAME ) ~/ ~ f2 AWG TO ISOLATED GROUND BUS (llMSION 16} ; I~ GROUND l, rMAINS POWER l GROUNDS , {,, PLUG, lYP.. . ~ S1RAPPID 2-3-WIRE l _@, 3-WIRE 10 TECllNtt POWER PANEL (llMSfON 16} . , 1 NON-CONOUCTING F11T1::: Jt10 ~CK POWER SlRlP 11E1WEEN CONDUIT AND-I Bl' SECTION tlBOO ~ (llMSION 16} ;I POWER J-BOX, NOmi: 1. CIRCUIT-TO-CHA.5S1S GROUN CONNECTION tm REFER ID GENEFAI. NOTES AND SPECmTIONS FOR COMPLETE REQUIREMENTS. DO NOT BtlS GROtlND IMS EXCEPT lo SflOWN. INS!JIATE RACK ~E_,/' L SECTION tfBOO FROM BUllDING SlRtJClURE, INCltlDING CONCRETE - 1YPlr.Al. AUDIO VISUAL °'8UNG DrAGRAM 2. 3. 4-. 5. USE GROUND CONDUCTORS OF INSULATED COPPER or Gft.UGE SHOWN OR I.ARGER. 00 NOT CONNECT SIIIEtDS TO llDlCE CHASSIS r SIIIElDS ARE GROUNDED EISEWflERE 1-s SWJWN.______ _ _ __ _ __ _ _ _ _____ _ __ DE:VIC6 wmt 3-WIRE MAINS CORDS GROtlND 10 'lllE ISOLATED GROUND BUS VI-\ TllE ISOIATED GROUND TECHNICII. POWER S'!SIDI. NTS 34 I ...,..._ LOCAL H. SHIFT MONITOR 0 00 rr.. ••••• =o_"=_.=,.•=·:=:,,o _ INPVI' ON (0 MONffllRID ■ TERMINATION LJ o .. @AUDIO Extron VIDEO S-VIDEO ·-L AUDIO R § NE'IWOAK ~ RGB464xi ..... .- lcoMPIJIER INPtJr FACEPf.AlE CONDUIT CEILING sroKER~?J BACK OOI ' NOIT: CONDUIT BY EJ.ECmlC&l. CONTRACTOR GRILL coom IN TILE "'-.... SPfAKER & SPfAKER ~ SUSPENDED CEIi.iNC , TILE, '!YP. -Sl'fAl([R & SPfAKER GRILL BY A/V S'!SIDI COmRACTOR. -CONDUIT & Rt\CK 005 BY ElECTRfC\L CONTRACTOR. ~SPFAKER • ,. CONTROL & ffl J-~ ~-_;-iATTACff B'.CKINC TO POWER J-~ EXISl1NC SIRIJC1URE \ .. ,.... r r r: ~ ' ~ \! I ;-\\ _, • ~ \l ' ,. __ ['lmEo PROJECTOR I NTS 1111 EXIENO POWER & DA1i lHRU SUPPORT PIPE PER MfR. RECOMMOO\llON BACKING SUPPOITT~ AT ClG TllE . . . . . . ' -· " SUSP S'!SIDI PERPlAN VIDEO -PROJECTOR SUPPORI' TO SIRUCl1JRE ABOVE BY PROJECTOR MFR. MOUNTING SCREWS (!YP. 2) MOUNT ~-er,-, ,-. St (vijro PROJECTOR MOUNTING ,.,...,.. JUNCTION BOX WITH-~ SCREEN CONlROL RELAY l_,,i ~ CONDUIT TO , ~ ElECTRfC\L JUNCTION BOX---~~~ ""f PROJECTION NOTE: ElECTRfC\L CONDUIT, POWER AND BOX PROVIDED AN INSl'AU.ED BY E1ECTRIOO. CONTRACTOR. SCREEN AND CONTROlS BY A/V S'!SIDI PRO'IIOER. ~ PROJECTOR SCREEN - -5/31/20!1 THE. INCUJlleD DRAWINGS,. SPEC:IFICATIOMS, IDEAS, llESIGHS.olrHD ARRANGEWENTSREPRESENTEO THEalEB'V ARE.AND 8"AI..L.RBUIIN Tl-IE PROl'ER'N OF RRM DESIGN. OAOUP ANDti.O P,r,RT TI-IEREOF SHAU. BE: COl'IED,. OISCl.OSEO TO On-ERS OR USED l"I CONNECTIOH Wl""rH MN WORK OR PRO.H!C'T O'THE!R Tli,l\t,I THe SPEC!FIC PAOJl=CT FOR WHICk Tl"le'f HAVE IEE!llPRE?l'.Rcll AND DEVEi.OPED WITHOUT THi<WRITT5NCONIIENT OF RRlltlll;SIGH GROUP, V~CONTM.TWITH THSll:.DRAWINGS ORSPEQFICATIOl>IS 511-iAU.CONSriTUTE CONCLUIII\IE EVIDeNCEOF ACCe>l"ANCE.OF THESE ~C-TIONS. Sl.Jm.1/TTALOF THiaSE UOCl,IMENTB FOR PUBUCAGENCV RE:VllaW SHALL NOT Bi; CONSIDEREO A WAIVER OF RRM DESIGN. GROUP'S RIGl1TS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation ':i ::I CD Cl) :'- ~ 0 -..J '"" -0 (.) N < O') LL. < C, (.) z ~ -"' z ffl -.Q ~ 1/) .:: I-ffl ~ (.) w >-0 ffl z~ 0 C: a. 0 U) .::: wo ~o I-co Ill 0 It) ~N -LI. (I) ..I ~ w 0 ..I < ::) U) > 0 C ::) < ;I iiiiiiiliiiiiii --... Sipb::mbc: 0. 20DI 11~9.11-Visual Datalls.dwg .. _,.1107570 ...,. A-S-9.11 fSHm1'!'1 c.rTY .oF CARLSBAD II SHEETS I L_!:_i _ ENGINEERING DEPAR1MENT _ 248 IMPROVEMENT PLANS FOR: CAR1.S8ADJOINT FIRST RESPOftlDER TRAJN/NG FACn.rrY AUDIO VISUAL DETAILS - I ' I : ' I : i I : I ! ' ' ' I f ' I ' j ' I I I -f i ! ' i I I j ' I ; ' ' i ' I ' i . : j ' ! i ' j ' I : ! ' ! i ! , I • I i ' ' I j I ' ' I ' : , I I ' i J i I ' I I , i 4.-i ------11 ' ' ' ' ' ' ' I , l - ' ' ' ! I I ; :___,__ __ G 3 6 02190.D-----+---------~ r-----------------, I I \ 03300.0---',1,,,:::::.=±;,El::~.:a~.Jil=\ =CL:::::l:::::;c:~,~@~~=::::: 0 0 : 11 I I I / 1 11 ti II I \ t / I 1: :: :: ~: '----~-------------__ .J It=::i:1====1::i: I 11 It II I Iv :, 11 11 1, 11 11 11 I I It It I 03JOO.D•--~I 3 I ---'llA A"'----- :--05400.A ---® 76'-8" 6 ---A T\.lE. 00:::UJ□i=nDRAWitr.GS. SPECIACo\.TIOl><S. IOEAS,, DESIGW&ANO ARRM,IGEMEt,ll'S REPRESENTED THEREB'I' ARE:Alil] SHo\LLREMAIN THEPAOPERTVOI' l'IRMOE&GN QROIJPANDhlOPAAT THEREOF a.iA1.L SE coPleD. D1$CLOSEO TO OTWERS OR.USED IN COMIECT!Ok WtTH AN't'WORKORPAOJECTOT.tER THAN THE.SPECIFIC ~ECT FORWHICtt TI-LEY KA>IEBEEN.PREPA5U:OAltlDDEVa.oPEtl,wtTHOIJT lHE WFIITIEN CONBENT OF FIRM,DESIIGN GROUP. VISUAi, CONTACT WITH ~ OMWINGti.ORSF'mFK;ATIOl<IS SW.U,.COt,Sl[TUTI;;: COkQ.l,jtilVE CVIDcNCE Of ACiCEf'To\NCEOF THESE~ SIJIIIIITTAL.OF THESE llOCIJMENTS FOR PUBLIC AGENCY REVIEW SHAU. NOT SE. CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUF" COPYRIGHT 2009 RRM is a California Corporetion ----+---'rt--03JOO.F 05520.C:----118 11485.A---ll---'----.~-lll:----i 03300.H NO RAILING .,....._@DECK ®----I--'=-~ ~..q:: 04810.A (IYP)-+f---;..-+-,."----t-, 05515.C----l+--f---%. 13900.J---f+---'--- 15300.A----l+-'sv 7 t I I L __ __ P TlffN T / TIWIIC OlD ------------------------- EM. 00 lllllJJIIY loo ,/ REIM. Ofil COll1m. m 00 = =c=------~ ~ -,r-~-====cri~~~~- ++-03300.D '!.:, I ~-----:=-© ........ --H--15375.A _i.,__H--05500.E (ABO'IE} ----+-<-08331.C 05580 r @-H 15375 •. tt-----+- ®-----'=-i:::f:i 07631.B (IYP)---'11 ©-----Cl,,;;;;;;.;;;;;;; 05520.ll----t-~ ~ 05520.B II ' /tlllln II I l~I -11--.-- I I l ~ I I JS l<S>r, n , . L.J I ~ I ./ 05500.G 05520.C ~ IM«l / ROOII 00 IV- E!llNNI" D lrtlll,'( 04810.A (IYP) lrtlll,'( IE IE 11'91 -'\. '\. 00 ,--L----© ~ '!.:, I . -"" 05500.G ---' 16 ---© 15375.8 0Il56.8 (IYP) 0 I ~ ~ -' => CD (/) 1.1 < • ~ ~ ! I 'I ! I; if ~, ~o ..I .... -o (.) N <~ LL. < C, (.) s Q. r--rr~---n----mn----7 : I II II I II d '-----+----lf-04810.A (IYP) LL _______ u. ____ .i.l ____ _,_L ____ Ll. ____ .l.l ______ --:_:-'J 0 D z --,, z ffl -.c ~ .!!! ~ 8 04810.A (IYP) 03."lOO.F ! 03300.D ~===r====r========j=====r=t==i===:=j:\. _ _;__--ll,t,1--_-03300.D 11 13900.A L.. ---1+-103300.F ~--++--15300.A L.. 08305 ~ 05500.L 76'-8" 05580. 08305 07631.8 (IYP1 \--' ~ :a a: (.) UJ >-Q ffl z 3: 0 C ~ 0 "' ;: wo ..J LI. ..J ~ :> l-g 1-:i: ~ ARCHITECTURAL FLOOR PLAN -FIRST FLOOR SCALE: 1/8" = 1'-0". 1 ARCHITECTURAL FLOOR PLAN -SECOND FLOOR SCALE: 1 /8" = 1'-o• 2 0:: 0 ,-. co U, IO 0:: N -LL. KEY MAP LEGEND s v22v222W2VM 8" CMU WALL A. REFER TO SHEETS A-C-2.7, 2.8 &: 2.0 FOR ADDITIONAL FIRE TRAINING PROPS AND EQUIPMENT NOT SHOWN ON THESE DRAWINGS. B. REFER TO REFERENCED PROJECT SPECIFICATIONS FOR PRODUCT AND INSTALLATION INFORMATION AND ADDITIONAL COORDINATION REQUIREMENTS. C. REFER TO CIVIL PLANS FOR SITE WORK AND INFRASTRUCTURE. 0. COORDINATE CONSTRUCTION OF STRUCTURE WITH All DISCIPLINES: ,-----~R'EFE~MECft;-U:ECr:--AN!JpttJMS:--DRI\WINGS;----- E. THIS STRUCTURE CONTAINS LIVE FIRE PROP SIMULATORS. CONTRACTOR TO VERIFY AND COORDINATE ALL REQUIREMENTS OF PROP SIMULA TORS WITH SUPPL YING VENDOR PRIOR TO BEGINNING OF CONSTRUCTION. F. ARROWS ON PLAN INDICATE DIRECTION OF DRAINAGE. ALL INTERIOR SLAB AREAS ARE TO SLOPE FOR DRI\INAGE, UNLESS NOTED. G. -CONTRACTOR TO_ DEMONSTRA TE_THE_ NTERIOR FLOOR SLABS OF_ THE._ STRUCTURE PRO\l!DE POSITIVE DRAINAGE TO SHOWN EXTERIOR WALL SCUPPERS BY FLOODING THE SLAB IN THE PRESENCE OF THE ARCHITECT AND OWNER. KEYNOTES DMStON 03 -CONCREIE 05520 flANDIWlS AND R>\ILINGS 08331 OVERHEAD COILING DOORS 03300 CAST-IN-PlACE CONCREIE 05520.A -72" High Swing Gcte. Refer to Detail 11/A-T9.3 08331.C -Exterior Coiling Door Breach Prop: Refer to detail 52/A-T-8.1 03300.D -Concrete Curb. Refer to C-IYil Plans 05520.B -42" High Swing Gate. Refer to Detail 12/A-T-9.3 DMStON 11 -EOUIPMOO 03300.F -Concrete Sidewalk. Refer to Civil Plans 05520.C -Melo! Pcnetfscreen. Refer to De101ls 13 & 24/A-T-9.4 11485 FIRE TRAINING EQUIPMOO 03300,H -Concrete Floor Deck. Refer to Structurol Plans 05580 FORMED MITAL FABRICATIONS 11485.A -Flbergloss Manhole ~mbly: Refer to Detoil 24/A-T-91 03350 CONCRETE FLOOR FINISHING 05580.A -Perforoled Melo! Screen. Refer to Detoil 34/A-T-9.4 (SimRor) 11485.B -IJeck Mounted Repelnng Anchor. Refer to Detoil 52/A--T-91 0Il56.B -Concrete Hardeners & Sealers. 05580.B -Metal Canopy. Refer to structurol Plans. l!-485.D -4-Post Repetnng Anchor. Refer lo Detail 11/A-T-9.4 DMStON 04 -MASONRY DMSION 06 -l'IOODS & PIASllCS bMSION 13 -SPEC~ CONS1RUCTION 048t0 UNIT MASONRY ~EMBLIES 06t00.B -F1ct Roof Breoch Prop: See Details 33 & 34/A-T-9.3 13900 STRUCTURAL LIVE FIRE TR>\INER 04810.A -Thru Woll Drninoge Scupper: Refer to Detail 2l/A-T-9.l 06100.C -Piched Roof Breach Prop: See Detoils 31 & 32/A-T-9.3 13900.A -Live Fire Prop Equip: Refer to Detoil 31/A-T-9.1 September 9, 2009 11tJ7570.A.C.2.1 __ , FloorP!on.dwg Cl) --1107570. __ ~ Mn - - ~=N igLD F:~ FRAMING_ DMStON 07 -THERMAL AND MOISIURE PROTECTION 13900.D -live Fire Troining Commerciol Warehouse Prop 07510 BUILT-UP ASPHALT ROOFING 13900.F -Live Fire Troining Office Desk Prop fsHEE1l I CITY OF CAR .. ISBAD JI SHEETS I . ---o5500-~~:~~E!ewtor Cob: Refer to Detoirs 23, 34• 44 & 54/_A--_T_-9_1 ___ 07510A_-_S"ingle-Ply_Roofing._ReferJo_detoil_21/A-_T=':l4 ____ ~13900,H -live Fire Troining Moster Bedroom Prop L..!:_j. ENGINEERfl\lG DEPARlMENT . 248 07620 sHm MITAL FlA'iHING AND TRIM f3900.r-tiwTireTrninTngThifmeri:TorEleffricijl~Po~ne~I-Pro_p ____ ,_ --JMPROVEMENTPLANSFOR: - 05500.A -Golvonized Sleet Roof Edge: Refer to Detoil 13/A-T-9.3 07620.A _ Melot Puropel Cop Flosl1ing. Refer to Detail 51/A-T-g.J 13900.K -Emergency Exh<mst Fon: Refer to Live Fire Prop 05500.E -Exhaust S'1aft Floor Opening: Refer to Detail 22/A-T-9.1 07620,B -Roof Flashing ot ExhO!Jsl Fan. Refer to Detoil 41 /A-T-9.3 DMSION 14 -CONVEYANCE S\'SIIMS CARI..S8AD JOff!ffFIRST RESPONDER TRA/NfNG FAClt..rrY 05500.G -Lorge Thru-Wolt Breoch Prop: Refer to Detail 13/A-T-91 07720 ROOF ACCESSORIES 14600 HOISTS AND CRANE · ARCHITECTURAL FLOOR PLAN 05500.H ~ Exhaust Shoft Ope!,ing in Floor: Refer to Delcil 41/A-T-9.1 omO.A _ ROOF ACCESS flATCH. REFER TO DITAll 32/A-T-gl 146D0-A -Wall Mounted Ji!> Crane. Refer to Detail 24/A-T-9.3 055001 -Melo! Canopy see S!rucl.: refer to Deloit 34/A-T-9.4 (Similar) 07631 GUTTERS AND DOWNSPOIJl:i DMSION 15 -'-fCHANICAL -D55ls-ooorns-·----------------- -· · ----------------•---,,-----15.lJO-FIRE-SPRINKlER-SYS!Dt ------------- ' 07631.B -T™INING IJOWNSPOtJT. REFER TO DITAllS 43 & 441A-T-9.3 l"'"O.A Fi Sp-. kl Pro .,.., t del • 34 ,, ·r 91 05515.A -Ship ladder Access to Roof 1-km:h. Refer to Detail 321A--T-9.2 DMSION 08 _ DOORS AND WINDOWS """ -ire nn er p: ""'er o 011 1ir -. 05515.C -Roof Access ladder 11/ Plc!form: Refer to DelcD 54/A-T-9.3 08305 SLIDING DOORS 15375 SfANDPIPE ANO FIRE HOSE SYSTEM 08305.A :-srrcrmg Arum. -Fromed Door _11/_t/t_Th'ick Alum. lnfiR Panel_,, . ___ 153.7~ -Dry Stcndpi~ & Fire Deportment Connection DWN BY: MH I CHKD BV: MH/RM. RVWD BY: DI PROJECT NO. j DRAWING i,.o. ,.za; . «13-1 ! ; : I I i I I I I l i I ' i . ! ' i ' I I I ' ' i I l , I ' I l l ' t I I 05520.C e ,--;~ 03356.K--------,..I --H-'- 0 = CID .. 11485.A,---I---I+---~-.«-... 05580.A 15375, -----l-'-111-' ©----'I!~ ©-----0,;;;;;;.;;;;;Jl @) 05520.C:----1---' G---OS 1 I I I I I I· I I I... 13900.F 10210.A 13900.A 03300.H '---N01 RAIi.iNG 0 DECK 6, I __ _j __ 07620.A--I-~ 06100.C-'~ --07531.8 srorw:E 00 RIDGE LINE 76'-B" DS 07620.8---' 07620A------' "° I 1o I "'-----11·:,531.9 (IYP) ~ I I I I 03356.B (IYP)----,---, , -.----;------- 05520.R-----I 0, 05580.A--=-=--- 15375.8'----1-®----""'lF mt[ 00 05515A--------I.-'----' ©----- 76'...f," 3 05500.H 6 I _ _j __ -t- i -T----1® ,----O!'i580,8,1'1P. 05500.1.,TIP. ~+--·-·, 07620.A,TIP. ---© ~ 07510.A,TIP. 05580.8,TIP. I '!a I . 1o THEINCUIOEODAAWIMGs,.Bl"EctFICATICIN&,.IOEAS,.DESIGMSANO ARRANGEUaoT& REPRi;SEtoT~ THi=RBIY ARE ANO ~ REMAIN TliEPAU>ER.1'1' OF RfM DE61GNOFIOUPANON0 PART THEREOF Sl'IM.I. BE COPIE!l, OOVJl OSFO TO OTHERS OR l.l6ED IN GONN=CTIOfrl. wnH Atl't'WOAIC.ORPROJECT OTHER THAN THE.SPECIFICPROJl::CT FORWHIOt "Tl£Y l'IA'1E B-PREPAREO.MID DE.\IELDPED WITHOl.rl' THEWRITT8'CCINIISiTOFANIDESIOH.GROUP. VISUALCONTACTWITH THi::SE IBWl1NGS ORSPiClF1CATIONSSHAU.-CC'lilSTITIJTE eot.a.l.lSWE. E\IIDENCEOF ACCEPT NICE 0.-T',\EliE ReS'TIUCTION&. SU&MITTAl.OF THESE DOCUMENTS FOR.PUBLIC llr,GENCYREYI.EW SHAU. NOT BE CONSIDERED A WAl\llaROF RAM UESIGN. G~UP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation ~ 'I-=:! :::) ID en f5 < • ~o ..I .... -0 ON < (7) LL. < Oo z ~ -'0 z co -.0 ~ .!!! ~:; a:: 0 w >, ~~ 0 C 0. 0 U) -UJ ... a:: 0 ~:2 u, It) 0::: N ARCHITECTURAL FLOOR PLAN -THIRD FLOOR SCALE: 1 /8" = 1 '-o• 1 ARCHITECTURAL FLOOR PLAN -FOURTH FLOOR SCALE: 1 /8" = 1' -o• 2 -LL. KEY MAP ''""'""'' s I LEGEND I KEYNOTES v>222222222222va a• CMU WALL DIVISION 03 -CONCRETE 05520 HANDRAILS AND RAIUNGS 08331 OVERHEAD COILING DOORS O.lJOO CAST-IN-PlACE CONCRETE 05520A -72" High Swing Gale. Refer lo Oeloil 11/A-T9.3 08331,C -Exterior CoiITng Door Brooch Prop: Refer lo detail 52/A-T-B.! -- 03300.D -Concrete Curb. Refer to Civil Plans · 05520B -42" High Swing Gale, Refer lo Detail 12/A-T-9.3 DIVISION 11 -EQUIPMENT ■l.~""lll...---~-...---- 03-100.F -Concrete Sidewalk. Refer lo Civil Plans 05520.C -Metat Panel/Screen. Refer to Details 13 &: 24/A-T-9.4 11485 FIRE TRAINING EQUIPMENT .;; ff · I~ ff I GENERAL NOTES I· 03300.H -Concrete Floor Deck. Refer lo Siruchff'ol Plons 05580 roRMED METAL FABRICATIONS 11485A.-Fiberglass Manhole Assembly: Refer lo Deloil 24/A-T-91 September 9, 2009 . 03350 CONCRETE FLOOR FINISl!ING 05580.A -Perfomted Metal Screen. Refer to Detail 34/A-T-9.4 (Similar) 11485.8-Deck Mounted RepelITng Anchor: Refer lo Deloil 52/A-T-91 22M:1111ecture1F1oorP1an.<1wg A. REFER TO SHEETS A-C-2.7, 2.8 & 2.0 FOR ADDITIONAL FIRE 03356•8 -Concrete Hcrdeners & Sealers. 05580.8 -Melot Canopy. Refer to structurnl Plans. 11485.D -4-Post RepelITng Anchor. Refer to Deloit 11/A-T-9.4 ., .--OIYISION 04 -MASONRY DIYISION 06 -WOODS&! PlflSIICS DMSIO" 13 -SP~cw. CQ'IMDU""""N 1107570 12" CMU WALL TRAINING PROPS AND EQUIPMENT NOT SHOWN ON THESE DRAWINGS. 04810 UNIT u,eONRY '"""''B'ln' " C' !J,llil_vl/V E -=...,=--_.__,'--'"--'--"'~-"'-'--- 8. REFER TO REFERENCED PROJECT SPECIFICATIONS FOR PRODUCT AND fflJ /1,,lJLM uw 06100.B -Flot Roof Brooch Prop: See Details 33 &! 34/A-T-9.3 13900 STRUCTURAL L~E FIRE 1RAINER ., INSTALLATION INFORMATION AND ADDITIONAL COORDINATION 04810A -Thru Woll Oroinoge Scupper. Refer to Deloit 21/A-T-9.l 06100.C -P"itched Roof Breech f'rnp: See Details 31 &! 32/A-T-9.3 13900A -Live Fire Prop Equip: Refer lo Oeloil 31/A-T-9.! • ,;_ .2 REQUIREMENTS. ~~ ~ F~~?o FAAMING DMSION 07 -THERMAL AND MOISTURE PROTECTION . 13900.D -Live F"ire Training Commerciol Worehouse Prop C. REFER TO CIVIL PLANS FOR SITE WORK AND INFRASTRUCTURE. 07510 BUILT-UP ASPHALT ROOflNG 13900.f -Live Fire Training Office Desk Prop I SH84EET I CITY OF CARLSBAD I SHEETS I \---., _____ ,D._COORDINATE CONSTRUCTION OF STRUCTURE WITH ALL DISCIPLINES: 05400.A -Prop Elewlor Cob: Refer lo Details 23• 34• 44 & S4/A-T-9l 07510A -Singlll-Ply Roofing. Refer lo deloil 21/A-T-9.4 13900.H -Live F"ire Troining Master Bedroom Prop REFER TO STRUCT ~ MECH., ELECT. AND PLUMB. DRAWINGS. -----l15SOO-MfJALJJ.BRICATIONS---------------107620-SHEET-MITAfc'fblSHING»ANO.. TR 13900.J_ -_Live_Fire_Troinini.Commercial_ Eleclricol_ Panel_ Prop __ , ENGINEERING DEPARTMENT 248 E. THIS STRUCTURE CONTAINS LIVE F'!RE PROP SIMULATORS. CONTRACTOR 05500A -Gotvmiized Sleet Roof Erlge: Refer lo Detail 13/A-T-9.3 07620.A-Melot Poropet Ccp Flashing. Refer lo Detail 51/A-T-9.3 13900.K -Emergency ExhOtJSt Fon: Refer to Live Fire Prop ---IMPROVEMENT PLANS FOR: TO VERIFY AND COORDINATE Al.I.. REQUIREMENTS OF PROP SIMULATORS 05500.E -Exha11& Shaff Floor Opening: Refer lo Detail 22/A-T-9.1 07620B Roof Flash" ... Ex"· r ... "-'-I 41/·• 93 Dll'ISION 14-CONVCTANCE SVSTEMS CARl.STJAOJOlfllTFIRSTRESPONDERTRA/flltNGFACIUTY WITH SUPPLYING VENDOR PRIOR TO BEGINNING OF CONSTRUCTION. 05500.G -Lorge Thru-Woll Breech Prop: Refer lo Delail_ 13/A-T-91 07720 ROOf ACCESSORIES mg uL ,.,ust ,on. Refer Lu vo,ui . ,,-T-• 14600 HOISTS AND CRANE F. ARROWS ON PLAN INDICATE DIRECTION OF DRAINAGE. All INTERIOR 05500.H. -Exhaust Shcft Opening in Floor: Refer lo Detoa 41/A-T-9.1 07720.A _ ROOf" ACCESS f!ATCH. REFER TO DETAIL 32/A-T-91 14600.A -WaW Mounted Jib Crone. Refer to Detail 24/A-T-9.3 ARCHITECTURAL FLOOR PLAN SLAB AREAS ARE TO BE SLOPED FOR POSITIVE DRAINAGE, UNLESS 05500.L -Metal Ccnopy see struct: referlo Detail 34/A-T-9.4 (Similar) 07631 GUTTERS AND 1JOWNSPOU1'S IJMSION 15 -MECflANK'.AL -OTHERWISE-NOTED.-CONTRACTORTO.DEMONSTRATE THE-INTERIOR-- --05515--lcAIJDfRS. ----. __ _ _ _ _ .. -07SJta.-TR.\ININC-IJOWNSPOUI REFERTO-OETAflS-43-&!"'4/A-T-gJ. 15.lJO FIRE SPRINKLER SYSTEM FLOOR SLABS OF THE STRUCTURE PROVIDE POSITIVE DRAINAGE TO 05515.A -Ship ladder Access lo Roof fletch. Refer to Detail 32/A-T-91 DIVISION OB _ DOORS AND WINDOWS .... -... 15330A -F1re Spiin~ler Prop:Werloileloif J4/A,CT-!T.T SHOWN EXTERrOR WALL SCUPPERS BY FLOODING THE SLAB IN THE 05515.C _ Roof Access ladder w/ Plrrfform: Refer lo Oeloif 54/A-T-9.J 08305 SLIDING DOORS 15375 STANDPIPE AND FIRE HOSE SYSTEM PRESENCE OF THE ARCHITECT AND OWNER. 1°"" A Dry standp·,.. &! Fiire n..v.rtm·-' Connection 08305.A -SITd",ng Alum. Framed Door. w/ 1/4• Thick Alum. Infill Panel ""'" -1'" ~~" em t5375.B -Dry Slondpipe &: Connection APP~\IED WIWAM ,,,'-.. pYJMMER --~-~,t_z;;t;,:::~~~li!; ~-1,1Si;,.1 i:.,C.-J.~~~·•r-,; nl>'l•l"l,.;,.,-.___,...~0-f½{'!}jr, DEPUTY CITY ENGINEER PE28176 EXPIRES J vn1c. DWN BY: MH CHKD BY: MH /RM RVWD BY: DI PROJECT NO. :SU&. ----· ....::..-.., I ' ' i ' ' ; l ,' i i ' ' ' ' ' ' ! i ' ' ' \ ' '' l i : t i ! f ' i i ' : 1 ' i i i j ' ' j ' ' ' ' ' ' ' i i ' ' . I J l • I ' ' ! ; l I i ' I ' ' . l ' I ' -' c...-~--•--- 76'-'if 3 6 HO P.AIUNG 1V 0 DEC!< 03300.H t I _ _J_ I 0 I I t LO I OOJ56.B I t 11485.B (1YP 41 I I OOJ56. I --T-® 05120 =«:& 11485A I iil1 1 --~m(lYP~ I ,---7 :__D55ao--_-_-J .... b4===2~~=-=:Q::==41= •: __ J _____ _L ____ ~/ l_-_-_c_-_c-1L _-© ©-- ~ _ ---:: -------------------1 ! ii ~ =="'1 1 'r-7 7 11 ! I I I I L _j I I I I I :: L-~ : : ROOF BELOW : : • 00 I -<D I :: I : : :~--7 +.:~1'4----L:----.--------------------------1_1 __________ 1_1_:_ __ LI ,.,,,.----,.r n I I I I , 1 ~ 11 11 1 I I I L ___________ J I ~--_j _ le'\ I ' L------------,1 -----..u :: ROOF BELOW : : I I I 1 I ,,-77 i I I I IL _j I I I 1I L-~ l1 I I I I I I I I .1a, a.i._ ___ Jl___ ,---------------------------· ____________ J!___ I I I~ ___ I ______________________________________ · __ JI -I ---i------------------------------------------_,__ __ I I I I I.. 76'-8" ARCHITECTURAL FLOOR PLAN -FIFTH FLOOR SCALE: 1 /8" ~ 1'-o• 1 KEY MAP I « LEGEND I KEYNOTES ///11111,,,,, bMsioN 03 CONCRtit 05520 HANDRAILS AND RAIUNGS OBJ31 OVERHEAD COILING DOORS 03300 CAST-IN-PLACE CONCRETE 05520 72• / 03300.D -Concrete Curo. Refer lo Civil Plons A -High Swing Gate. Refer to Detail 11 A-T9.3 08331.C -Exterior CoTiing Door Breach Prop: Refer to detail 52/A-T-8.1 OJJOO.F _ Concrete <:idewolk. Refer to C'ivil Plans 05520.B -42' High Swing Gate. Refer lo DetaTI 12/frT-9J DMSION 11 -EQUIPMENT 03JOO.H _ Concrete Floor Deck. Refer to Structural Plans 05520.C -Metal Pcnel/Screen. Refer to Details 13 &: 24/A-T-9.4 11485 FIRE TRAINING EQUIPMENT 03350 CONCRETE FtOOR FINISHING 05580 FORMED MITAL FABRICATIONS · 11485A -Fiberglass Manhole Assembly: Refer to Detail 24/fr T-91 03J56.B _ Concrete Hardeners&: Soolera. 05580A -Perforated Metal Screen. Refer lo DetaTI 34/frT-9.4 (Similar) 11485.B -Deck Mounted Repelfing Anchor. Refer to Detail 52/frT-91 OMS!ON 04 _ MA'iONRY 05580.B -Metal Canopy. Refer to Slruclurnt Plans. 11485.D :.. 4-Post Repelrrng Ancl10r. Refer to [telail 11/frT-9.4 A. REFER TO SHEETS A-C-2. 7, 2.8 & 2.0 FOR ADDITIONAL FIRE 04810 UNIT MASONRY ASSEMBI.IES DIVISION 06 -WOODS &: PlftS!lCS DMSION 13 -SPECIAL CONSIRUCTION TRAINING PROPS AND EQUIPMENT NOT SHOWN ON THESE DRAWINGS. 04810A -Thru WoR Drainage Scupper. Refer to Detail 21/frT-9.1 06100.B -Flot Roof Breach Prop: See Details 3J &: 34/A-T-9.3 1390() STRUCTURAL LIVE FIRE TRAINER B. REFER TO REFERENCED PROJECT SPECIFICATIONS FOR PRODUCT AND DMSION 05 METALS 06100.C -P'm:hed Roof Breach Prop: See Details 31 &: Sl./frT-9J 13900A -Live Fire Prop Equip: Refer to Detail 31/frT-9.1 INSTALLATION INFORMATION AND ADDITIONAL COORDINATION 05400 COLD FORMED F™MING DIVISION 07 -THERMAL AND MOIS'IURE PROTECTION 13900.D -Live Fire Training Commercial Warehouse Prop REQUIREMENTS. 05400A _ Prop EleYator Cob: Refer to Details 23, 34, 44 &: 54/frT-g1 07510 BUILT-UP ASPHALT ROOFING 13900.F -Live Fire Training Office Desk Prep i-----1-----.----c._REFER TO C1V1LPLANS_FOR_SITE_WORK AND INFRASTRUCTURE. 05500 MITAL FABRIC\TIONS · . 0751DA -Singte-P~ Roofing. Refer lo detail 21/frT-9.4 13900.H -Live Fire Truining Master lledroom Prop D. COORDINATE CONSTRUCTION OF smUCTURE WITH ALL D!SCIPUN""E=s:-·~---~055ffOA-Gofvtinized &eel Root Edge: Refer to Detml 13/11--T-9;>-----'07620 SIJEELMITALFI.ASHING_AND _TRIM___ 13900.J -Live Fire Truining Commercial Electrical Panel Prop REFER TO STRUCT., MECH., ELECT. AND PLUMB. DRAWINGS. 05500.E _ Exhaust Shaft Floor Opening: Refer to DetaR TJ./frT-9•1 07520'A -Metal Parapet Cap nosf1ing. Refer to Detail 5-1/~A--T--~-.3----. ---". 13900.'K-=-Emergency Exhnust-Farr.-Refer-to-Hve-Fire-Prop --· - E. THIS STRUCTURE CONTAINS LIVE FIRE PROP SIMULATORS. 05500G L Th Woll n..... o-/ 07620.B -Roof.Flosliing at Exhcust Fan. Refer to Detail 41/A-T-9.3 DIVISION 14 -CONVEYANCE SYSTEMS CONTRACTOR TO VERIFY AND COORDINATE ALL REQUIREMENTS OF . -orge ru-u,euch ''"1'· Refer to Detail 13 A-T-91 · 07720 ROOF ACCESSORIES · 14600 HOISTS AND C!WlE PROP SIMULATORS WITH SUPPLYING VENDOR PRIOR TO BEGINNING OF o55oo.H -Exhaust Shaft Opening in Floor. Refer to Delon 4t/frT-9.l omo ROO A ~, 14600A -Woll Motrnted Jib Crane. Refer to Detail 24 1frT-9J CONSTRUCTION. 0550D.L -Metal Canopy see strucl.: refer to Detoil 34/frT-9.4 (Similar) 07631 G~ AND ~!ITS HATCH. REFER TO OCTAi!. 34A-T;91 DIVISION 15 -MECfl\NIOIL I' F. COITTRACTO!t TO ENSURE THE INTERIOR FtOOR-SLABS OF THE.. 05515 LADDERS 07631 B TRAINING DOl!NSPOtJT: ' 15330 FIRE SPRINKLER SYSlEM STRUCTURE SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE TO 05515A..: Sliip lodiler Access to Roof Holch. Refer to De!air327A'-Tc;9:2 DIVIS10N OB -·DOORS AND WINDOWS • REFER TO DITAII.S 43 &: #iA-T-9J 15330.A--FireSprinkler Prop:-Refer to detail 34/frT-9.1 SHOWN EXTERIOR WALL SCUPPERS. 05515.C -Roof Access ladder w/ Plo!forrn: Refer to Delon 54/A-T-9.3 0830~ SLIDING DOORS 15375 srANDPIPE AND FIRE HOSE SYSTEM 08305A -Sliding Alum. Framed Door w/ 1/4" Thick Mum. Infill Pcnel 15375A -IJly standpipe &: Fire Deportment Connection ezv22t22222aw a• CMU WALL 12" CMlJ WALL GENERAL NOTES I s ----···--- THEINCWDEO DAAWIN68,.Sf'eclFIC,l,.TION&,. iOEA6,, DealGNs.N¥J NYV:e:QEMEWS REffilaSlaNTED T~ .-.REANJ til'W.L.RcMolUN THE:.PROPERTY I»' HAM DESIGN GROUP ANO NO PART THEREOr SHAU. BE COPIED,. DISCLOSED 70 OTHERS CR 1JSED IN CONMECTION WITH N,l'f WCRKOR PROJECT OTHER THAN. THESPECIFICPAOJBTI' FOR 1114-llC,t nJEV HAVE BEEN ~O,AMl r>EVe!,.DPED WITI-IOI.Jr Tl-IE WRITTEN.CONEIENT OF RRM DESION GRClUP. VIIIUAL COkTACT WITH Trle9ECAAWINGSORSPEClflCATIOHSSHM.1.C0NSTlT1.J11;CONCLt.15f\1£ Ell'IOENCl:OF ACCEPTANCE OF TMESE RSS11\ICTIONS. SUBMITTAi.OF THESE DOCUlillalTS FOR PUBLIC AGENCV REVIEW SHALL NOT Bti OONSilO~D I\ WANER.OF RAM Of:SIGN. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation ~ 'I- ...J ::> co en ~ < • --"" ~o ..I --0 ON < Cl) IL < C, c.) z --'ti Z Ill -.0 ~ .!!! I-; a: c.) w >-~ ~ 0 C 0. 0 0 'C wo a: 0 I-co 0 I(') 0: N -LL. September 9, 2009 11Q7570.A.C.2.3 A,ol,llactuml -Pla".dwg ., --1107570 IMPROVEMENTPLANS FOR: CARLSBAD JOINTF/RSTRESPONOER TFWNHVGF'ACIL/'TY ARCHITECTURAL FLOOR PLAN ~ APPROVED WILJJAMJ;, PLUMMER I PJ-'?&s 7'., ~a, '" . ~ DEPUT'f CIT'f ENGINEER PE28176 ~J/Jt/tQ~~ ·• WN B : MH I PROJECT NO. I DRAWING NO. CHKD BY: MH/RM . -,gs . 483-1 RVWD BY: DI . • ' . l I I , I I ' l • I l -i ' ! ' ' i ' ' ! l ' ' ' ' i ' l ; ' : ! ' ' ' i , I ' I i ! : I ' I j ' ' -' ' ' ' ) l ' ' ' ' ' I j D E ,., I -"" G 24'-o" 6'-8" □ '-8" 6' -8" 'I.,. '!::, I I 'b ;,.., -'b 1'-4" 8" ' -- 'la 'I.,. I ~ I - @ '!::, ' in ' .,.., 'I.,. I ;,.., '!::, I in -'!::, I • 00 ,,, I • .... -I '!::, ' ,., ,., 'I.,. ;,. .,., I _, I 'lo -;,.., 'b 'I.,. _, I -;,.., .... ... _, II ._!, - 'I.,. II I .,.., • -= I co 5'-0" 9'-o" 1·-0· 6'-o" 2 13'-8" 13'-8" 10·-o· 11'-4" 'la I 'lo ,., I 'lo I I 10·-o· 11'-4" -1!:"!11----1111 -..,~ 111:=llr-@ T 1'-4" I 11~-,1111•-4• ~--10-.: ...... ~ 7" ...- /' 5•-4• 1' " 9'-4" 1'-• 5•-4• 1' • 5•-4• 1' • 11'-8" r-o· 12'-o" 33'-4" I '!::, I ,/ ;,. ,/ 3'-8" s·-o· 5'-8" 8'-0' 16'-8' 16'-0" 70'-8" 7 6 20'-0" 8'-8" 11'-4" 6'-0" ·-s· 3•-4• '-8 •-4• 9'-0" -+--+-+-------!---1---➔--'M.A +-+----+----l---'1,--4B '!::, -I ;,.., - It'.'.::-.! 'la ■" I I co I 9' -'I.,. '\..: co I ,/ .,.., - 8'-0' 12'-8' 21·-o· A 0 E ,., I -"" • = I ;,. .,., G '!::, I co 'I.,. I ,,, '!::, I in • 'r 'tn - '!::, I 'lo '!::, I ;,.., - '!::, I '!::, I 'b 'b I 00 I - '!::, I 'lo 'I.,. I 'lo • - 'I.,. I ;,. '!::, I 'lo • 00 I - 1 5' -0' I '!::, I --,.- 1·-0· 24'-0' 1'-0' 12'-0" 11'-o" 6'-2' 5'-10' '!::, '!::, I I ;,. 1::J~ n 'I.,. '\.,~ /-b - II II y II - 8" 3•-4• 5'-o" 11·-1· 6'-o· 3 I 4'-0" 11'-4' 6'-o· 'la I 'lo 'II 11•-4• 10·-o· ' . 76'-8" 4 32'-8" 1Cf-O" '-4' 1'-4 I HHr---- 11- 6'-8" i 5•-4• -o· 8'-o" 48'-6" 70'-8" 76'-8" 5 6'-0 11'-4' 10·-o· 1'-4" 4-0 6 8'-8" 2' 8' 3•-4• 6'-0" DIMENSION FLOOR PLAN -FIRST FLOOR SCALE: 1 /8" = 1' -0" 1 DIMENSION FLOOR PLAN -SECOND FLOOR KEY.MAP I LEGEND· v22v>v2222v22a s• CMU WALL 12" CMU WALL f/f//flf1t11, s --------------------- I GENERAL NOTES KEYNOTES A. ALL DIMENSIONS SHOWN ARE FROM FINISH FACE OF EXPOSED CONCRETE MASONRY WALL SURFACE. B. FOR ADDITIONAL INFORMATION, REFER TO THE STRUCTURAL PLANS. M-!ERE CONFUCTS ARISE IN DIMENSIONS, THE STRUCTURAL DIMENSIONS SHALL GOVERN. C. UNLESS OTHERWISE SPECIFIED, SURFACES ARE TO BE SMOOTH AND UNINTERRUPTED. D. IT IS INTENDED THAT OPENING DIMENSIONS AND WALL SEGMENTS ARE TO BE OF BLOCK MODULE DIMENSION LENGTHS TO THE GREATEST EXTENT POSSIBLE. 7 2Cf-o" t-4" 9'-0" 2' 8' 3' • 1-8" 11·-1· 7 1'-4" '!::, I 'lo 1'-4" '!::, I ;,. - 'l,o I 'tn '!::, I ;,.., - '!o I 'lo 'la I co --'lr----'lolG THE L!olCUJDED DRAWIHG6,. SPECIFICATIONS,. IDEAS, OE.slGNSANO ~S REPRESBrilTED THEREBY ARE Atilr1 Sl-lAU.. REMIIIIIN n;EPROPERTVOF f<RMOESIGN GROUPANtl.NO PAATTflER£0F SHALL BE COPIED, DISC:LOSE.O TO OTHERS OR USEO lfrl CCNIIECTION WITH AJ.N WORK OR ?ROJECT OTMER THAttla THE SPECIFIC PRD,diOCT FOR WHICH TI-IEV AA\IE BEEN PAEPMEOANl De\lEL.Of'ED WmtO.rt THE WRITTEk.CCIMBENT OF RNlDESGN.GaO.IP, \1161.W,.CON.'t,llr,CT Wm-I THESE □RAW91GS OR Sl'EC!flCATION5, SHAl.l.ct'N&TlTIJraCONCLUSIYE EYIOENCE DI' ACCEPTANCE OF TMESE ~TIOIIIS. SUIIMITTA.. at' THE-Sia OOCIJMENTS FOi\ PU8U1; AGENCY ~IEW SHAU. NOT BE CON5IOERED A WANER.OF RRM IJ6SIGN GROUP'S RICIH rs. RRM DESIGN GROUP COPYRIGl'IT 2009 RRM is a Califomia Corporation ~ ~ l-_. :::, CD U) ~ < • t,; i ~ ! " ii ~l i( ~, ~ 0 -...I .... -0 (.) N < 0) ~ § 0 ~ Iii ~ ti. < 0 (.) ., z z -s -,, z ca Q. -.0 II!: ~ Ill 0 I-~ 0 ... a:: (.) LL. w >-z 0 o ca in z3: z Oc w 0. 0 :ij; u, -C w ... a::o I-$ u, I() - SCALE: 1 /8" = 1 '-o• 2 0::: N -u. 1::. w Septemt>er 9, 2009 -1107570 ~ I cr1~NEERING oEPARiMENT 248 IMPROVEME.NT_PLANS FOR:~-- . CARLSBAO JOWr FIRST RESPONCJF:R TRA/fll/NG FACILITY DIMENSION FLOOR PLANS DEPUlY CHY ENGINEER OWN BY: MH CHl<D BY: MHl'ml RVWD BY: DI UM/1/fR PE28176-EXPIRES-.J PROJECT NO. ';.:~ .,.J ----~;- V, ::T 0 (1) ~ (1) ..+ G) 00 O'\ 0 ~ -O'\_ IV w ' ~ ..... 00 i I I ' ' ' I i I I ' ' ' I i I l i ; ' i ' t I ' : ! i ' ; I ' ' i i ' ' ' i i i I ' I I ' i : ! ' ' . ; I ' ' : ' . i i ' I l A • OD I . -'° 76'-8" 3 6 24'-o" 32'-8" 20·-o· 17'--0" 1--0· 11·-o· 9'-o" 1 • 11-0· 4' -o" '-8" 3'-4" ·- • = 2'-4" I 'ln = I :j,,:: '-o· 10·-o· ..... • • I = OD I I -;., b 2'--o" b, -~ • f! = I .... L --+--+--- ,.,. I ..... "" I "' ,.,. ' 8" ..... = I I I "" -;., '° "' ..... ~ I b, I ..... I ~ -I 00 D b DS I 'ln 2 o" -4· E b I - 18'-8" b I 00 ~ ..... I -;., ..... I . -13•-o· j-4" b I 00 • = I ;,. b ..... ~ I I -;., ;,. • = I 3•-4• b 'lo I ;,. ! • = I.,,,_ • DS DS DS 5•-0· 6'-o· 70'-8" 2 76'-8" DIMENSION FLOOR PLAN -THIRD FLOOR KEY MAP LEGEND e2222»>22222vza 8" .-CMU WALL 12" CMU WALL '''"' s 1•-4• DS 7 -----1B ..... I ,.,. I 00 ..... I ~ "" I ~ SCALE: 1 /8" = 1'-o• I ,.,. I ~ ..... I b, b I = I 5'-0" • • 10·-o· 76'-8" 3 1 ~ I I I I I I 11'-8" • I I.. 1 DIMENSION FLOOR PLAN -FOURTH FLOOR GENERAL NOTES · A. ALL DIMENSIONS SHOWN ARE FROM FlNISH FACE OF EXPOSED · CONCRETE MASONRY WALL SURFACE. B. FOR ADDITIONAL INFORMATION, REFER TO THE STRUCTURAL PLANS. WHERE CONFLICTS ARISE IN DIMENSIONS, THE STRUCTURAL DIMENSIONS SHALL GOVERN. C. UNLESS OTHERWISE SPECIFIED, SURFACES ARE TO BE SMOOTH AND UNINTERRUPTED. D. IT IS INTENDED THAT OPENING DIMENSIONS AND WALL SEGMENTS ARE TO BE OF BLOCK MODULE DIMENSION LENGTHS TO THE GREATEST EXTENT POSSIBLE. f 6 KEYNOTES . ----•· 7 -t- b I I Tl-iS.INCLUOS)ORAWl~SPECIFICATION.S. ~ ~IGNti.AND ~S~rt=SENT~Tl1~YA.Rta.ANDBHAU.REMAIN THEPRCif"ERTVOFRRM~WIDUPNGNOPNUTHSiEOl-6h"1.L llicCOPEl, DISCLOScO TOOlHl::RSORU8ED 1,-caaEGTICNWITH NlV WORK OR PROJE;CT OTHER T.w.t THE SPECIFIC PROJECT FOR wtllc:H. 'THEY HA\/5. EIEDI.PREPAREO.ANO DEVELOPED WITHOLIT Thi: 'o\ff.TTEN CONSENT Of RRII.DEEDGH GROLIP. VISl.lAL CONTACT WITH THESE.DIU.Wlt.lGS OR SPal!FIC.\TlO"IS. SI-W..L CONSTITUTEOONCll.JSI\IE EVIDENCE CF ACaPIANCE OF THESE RElfflllC.TIONS, SUBMITTAL.OF TI-IESE DOCUMENTS FOR PUBl,.!CAGE,«;V RE\ll!!W SHAU. NOT BE COl\iSIOEREO A w.-.lVE!il OF RIIM DESI-GN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Callfomla Corporation ; ~ 0 !::i => m fl) ~ < • I I ! 11 ~~ ii ~I ~o ...I ..... -o ~~ LI. ,<( 00 ~ ,s z CIJ -.Q t2 .!!? I-; a: 0 LIJ >,, Q CIJ z 3: 0 C: Q. 0 u, ·-LIJ ... a: 0 It) ~ 0. D! 0 g IL z 0 U) z w :a; C SCALE: 1 /8" = 1'-o• 2 0 I-U) u, It) 0:: N -LL. I September 9, 2009 dihit ------------- tl075J'!M-0.2.5 Dlmenokln FloorPlans.dwg ., --1107570 A-C-2.5 ~ ENGINEERING DEPARTMENT 248 IMPROVEMENT Pl.ANS FOR:· CARLSBAD JO/flff FIRST RESPO/VDER TRAJMNG FACturY DIMENSION FLOOR PLANS UMME:R P~ 2B176 EXPIRES J I I ' ' i \ : \ l ' I i ' \ ! i ' ' . r I ' i I j -' ' j l I 1 i ' ' J ' i l i i I , I ! ! i I ! : 1 ' i I _, . i i ' [ ' ' I : ' : i ;: i ' i ' ; ' ' ' I - J I I --i -' ' , ' I ' ; 1- ! i i ! '!.:, I 'I:,, I 1n ':,, I 'I--. 1 • r-s· • = I 1n - 24•-o· a·--0· 12'-4' l'o'o'! Lee.I 4'-0' 7P:-'a J 6 . I I s· r -s· 'lo _I _ _J __ -t- 7 -11·-s· 'I--. 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IT IS INlENDED THAT OPENING DIMENSIONS AND WALL SEGMENTS ARE TO BE OF BLOCK MODULE DIMENSION LENGTHS TO THE GREATEST EXTENT POSStBLE. I KEYNOTES IMPROVEMENT PLANS FOR: THE INCUJOEO ll~INGli,.SPEaF!CATIOI\IS, IDEAS, DellGNS,ANll ARRANGEMENTS REPRESEaNlTi.D THEREBY NE.ANO SW.U. RBWN TJ;i: PROPERTY Qf, KRM.llc5t';W GIWIJP At1D NO PAAT THEREOF SHAU. BE COPIED. OIISCI oaso TO OTHERS OR.USED 1"' OONNECTIOt.l WITH AH'f WORIC.OR PRClJECT OTHER TI-JAN 11-!E SPECIFIC PROJECT FOR W~CH TllEY liA\IE BEEN ~AND CEVEl,.CPEl'I, WITHOl.11' THEWRITTENCONBEHTCIFRAIIOE&IGNGROUF. \l~COIIOTACTWITH THESE□AAW91GS.ORSPECIF,CATIOMSStW.LotWSTITU1ECllNCLUSNE EVIDENCE Of ACCEPTAWCEOF THESE.RESflOCTIONS. SUBMITTAi.OF "THESE 00CUMENTSFORPUflUCAG8'CY REVIEW SHAU.NOT BE CONSIDERED "WAIVER CF RAM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation ~ 'f--' ::::, CD Cl) 21 < • C I t! ! ii ; I; ii ~, ~ 0 -..I .... -0 0 N < 0) LL. < C, 0 z z ~ :s -'t> z It! 0.. -.c n:: ~ 1/) 0 -0 .. I-Ill ..I a:: 0 II.. z w >-Q Q Ill 1/) z~ z 0 C w :ii! ll. 0 i5 U> ·-w .. 0::0 0 I-U) ti) II) 0:: N -LL --• September 9, 2009 1t075J'O.A.C.2.B Dlmenoloo Ftoor Plan.dwg --1107570 A-C-2.6 CARLSBAD.JOINT FIRST RESPONDER mA1M1VG FACIUTY DIMENSION FLOOR PLAN OWN BY: MH PROJECT NO. I DRAWING NO. ~~· ~; Mtt4'M .~'!C,'8'& . 48:5-1 V' ::r 0 i =E ,..,. G) 00 00 ;,,. 0 °' -w Iv I ;,,. .... 00 ---1 ' ' ' I ' ' I ! ' , • l ' '. I . . . , ' I i ' ' i ! ' ; I j ' ' ' i ' i , l I ' ' • ' I i i i ' ' i ' . i ' ' ' ! f : i : I ' ' ' i ! I i i I i ' ---1. ' =;.c-i -~: ==---=s~~ .~ --~,; ' ' ' ' I 'r------,7 t lt:-=='-=1 :1 11 11 I i' 11 11 I 11 11 11 I I II II ~I I 11 11 11 I iF=r:====:f : :1 II II 11 11 11 11 I .- 3 6 I 11 11 11 I A1'1.-----_:___ _ _J __ r-- OJ.J56.B (r/P) ~::--+---t-T 1 13050.A,----4---1--1----li =4:!Z!i ""'~~~ 16770.A--1-----1-.1-----....-'1' 13900.,N---"-·· r1 ·=--··----·= .. , r=,~~ r I I I I ~ --"L'-"""'= 1~11~.11-----+-' I 13900.L--lk--+------.I I I L. --05500.G --5400.A 16500. Ktl9.'I' 00 .A 13050.B &: ~ 16770.A...:.""~8'-~1' 16500.A (r/P) 13050.A REtJll 00'\. II -LL-- 05500.B (r/P) ll~"--16770.A 13050.A REIM. [ill] '\. .,:_ ___ .=;:. ~ =. -n---- 11 _.lf ____ -1L- 16500.B (r/P14} 76'-8" FIRE TRAINING PLAN -FIRST FLOOR 13050.B I -+------r---® 16770.A 10100.C-" MlmE· 00 '\. ./ ------- -----© ~ ei------115500.E \ .--t--Hc------13040.A (r/P) I 04810.A (r/P) SCALE: 1 /8" = 1' -o• 1 '!,o I --= I ·--•11485.C, TYi' r I 1J050A I ©--- 15375. ©----c-- ~ 05515.C----'----' tmE [fil ! L. 3 --'-11485.C 13040.A (r/P) 16500.A oo.JOO.H 76'-8" 4'- 76'-8" FIRE TRAINING PLAN -SECOND FLOOR 16770.A 13040.A (ABOVE) 13!50.A 6 16500.A --~A -----© ~ __ _J I 7 -= SCALE: 1 /8" = 1'-o• 2 Tl-IE IHCLI.IOEO OAAW1NG8,, SPECIFICAnOJIIS. IDEAS, DES~AND · AQR~GEltE>Jni~TmTM~YNIEAtrlDSHAU.l'<EMAIN THI= PROPERTY OF RRM. DQSIGN GflOUP AW NO PAAT THEREOF S~ SE IXlf'ISJ, fll8CLOtiED TOO lHcti& OR~ IN CONIIUOCTICJ!lro WITH AWf WORK OR. PROJECT OTHER TlW,I THE SPE:QFIC PRO.IECf FOR.WH~H THEY HAWE BEEN PREPARED Ntil DE¥El..DPED WITHOLJf THE WRITTEN COMIIEillT OF RAM OE!IIGH GROUP. ',IISl,W.. CONTACT WITH THESE DRAWIWGS Ol<.SPEQFICATIC!o'4SSI-W.L OONSTIT\JTE OOloCl.l,JSNE EIIIDENCe.OFACCEPTANCEOFTHESERESJIUCTIONS,. SUNTTALOF THESE DOCUMENTS FOR PUel.lCAGEIIICY ~lf!W S,tAl.l. NOT lllii CONSJCER£0 >, WAIVER OF RRM. DESIGN Gf«lUP'S RIGMTS.- RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Callfomia Corpo, ation ; '.:i :::) CD en ~ < a iii l ! ~ " I "' ~ ,= I ~ OS ~ ~ CD ..J e -o ~s= II. ,cc oo z . -'0 z tl:I -.0 ~-1-~ a: (.) w >,, if Oc Q. 0 u, "C wo a: 0 ~ co fl) U) 0:: N -II. KEY MAP .___ ___ L_E_G_EN_D ____ _.I l.__ _________ ____,,,.,,,,,,,,.,..,.,....=,--KE_Y_N_O_T_ES ___ ___,,........,..,.,,--,.._....,,...----....J' DIVISION 03 -CONCRETE DMSION 11 -EQUIPMENT DNISION 16 -ELECTRir);L '''"'''''''' - s• CMU WALL 12" CMU WALL GENERAL NOTES OJJOO CA'iT-IN-PlACE CONCRETE . 11485 FIRE ~ING EQUIPMOO 16500 LIGHTING FlXIURES 03300.H -CONCRETE FLOOR DECK. R£FER TO SiRUCTUIIAl PlANS 11485.A-FlBERGLASS MANHOLE ASSEMBLY: REFER TO DITAII.. 24/A-T-91 16500.A -RECESSED WALL MOUNTED W/ RED LENS HAt.OGEN LOW VOLTAGE UGI-If 0Cl350 CONCRETE FLOOR FlNISHING 11485.8 -DECK MOUNlED REPEi.LING M'Cl-lOR: RITTR TO DITAll 52/A-T-9.2 16500.B -RfCESSfl) WM.L MOUKTED 'II RED LENS LIGl!T -IN Ame S!'ACE 03356.B -CONCRETE HARDENERS &: SfAt.ERS. 11485.C -0-R!NG REPEi.UNG ANCt-lOR: THRU BOLT: REFER TO DITAIL '!2./A-T-91 16770 PUBLIC ADDRESS SYSTEMS :~N :rr-=~RY ASSEMBLIES 11485.D -4-POST REPELLING ANCHOR: REFER TO DErAll 11/A-T-9.4 16770.A -fflllATED SOUND AND SPEAKER SYSTEM DMSION 13 -SPECl,\L CONSTRI/CTION 04810.A -THRII WALL DIIAINAGE SCUPPER: REFER TO DITAIL 21/A-T-9.1 13040 HIGH TEMPEIIATURE LINING SYSTEMS T Su[ AL Fl OD54MS!OOONCOL005 -FOMR~AI.SD MEii'" ''""""' 13050 SMO!J~E !:;.,,~!,_1?4~~ LINING SYSTEM ("PADGENITE"). REFER TO 32/A-T-9.1 A. REFER O FLOOR PLAN n ETS FOR ADDITION RE TRAINfNG PROPS me "'-"""''"" " u,,,e,cu1<v,, '"o,c.m, AND EQUfPMENT NOT SHOWN ON THESE DRAmNGS. 05400.A -PROP EIIVATOR C\B: REFER TO DITAllS 23, 34, # &: 54/A-T-92. 13050.A -SMOl<E "oMX" COKIROLLED GENERATOR UNTf SYSTEM B. REFER TO REFERENCED PROJECT SPECfFlCA TIONS FOR PRODUCT AND 05500 MITAL FABRICATIONS ·· . 13050.B -SMOKE "llMX" COITTROLLED GENERATOR UNTf IN ATTIC S!'ACE INSTALLATION INFORMATION AND ADDITIONAL COORDINATION 05500.B -MOVABI.E MAZE PANEL S'l'SlEM: REFER TO DITAfl.S 11, 12, 13, 23 &: 24/A-T-9.1 . 13900 SiRtlCTURAL LM: FlRE TRAINERS REQUfREMENTS. 05500.E -EXIWJSr Sll,\TT FLOOR OPENING: REFER TO IJITAIL '!2./A-T-9.1 13900.D -lM: FIRE TRAINING COMMERCIAL WARrnousE PROP 1111 If September 9, 2009 s -------rf ____ _,.._ __ REFER-TO-CIVlt-PtAN-FOR-SlTE-WORK-AND--fNFRASTRlJCTURE-. ------05515lADOERS ---~--------13900£-. UVE-F1RE-TRAINING-f!AllWAY-F!A51KMR-PROP'-----------'--------- LL--=~-=--.....L~r D. COORDtNATE CONSTRUCTION OF' STRUCTURE mTI-I ALL DISCIPLINES: REFER 05515.C -ROOF ACC£SS lADDER VI/ PLIJFURM: R£FER TO DEIM. 54/A-T-9.3 13900.fl -LIVE FIRE TRAINING MASlIR BEDROOM PROP IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAINING FACIUTY TO STRUCT., MECH., ELECT. AND PLUMB. DRA~NGS. . 05520 flANIJRAllS AND IIAIUNGS 13900.J -tlVE FIRE TRAINING COMMERCW. D.ECTRIC\t. PANEL PROP E. THIS STRUCTURE CONTAfNS LIVE FlRE PROP SIMULATORS. CONTRACTOR 05520.B -42• fllGfl SWING GATE. RITER TO .OEtlll 12/A-T-9:J 13900.L -LIVE FlRE EXIERIOR G.AS FLANGE PROP TO VERIFY AND COORDfNA TE /Y.J.. REQUIREMENTS OF PROP SIMULA TORS Dll'IS!ON 07 -MR!tW. AND MO!SfURE PROIECTION 13900.N -. FIRE ANNUNCIATOR PANEL SIMULATOR WITH SUPPL YING VENDOR PRIOR TO BEGINNING OF CONSTRUCTION. 07600 GUTTERS AND DOWNSPOUTS Dl'IISIOO 15 -MECHolNIDIL F. CONTRACTOR TO ENSURE THE INTERIOR FLOOR SLABS OF THE 07631.B -TRAIMNG DO'IINSPOtJr. REFER TO IJErAllS 43 &: #/A-T-9J 15330 FIRE SPRINKLER STRUCTURE SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE TO DIVISION 10 -sp[C~TIES 15330A -FIRE Sl'RINlfilR PROP: RITTR TO IJEl'AIL 34/A-T-9.1 SHOWN EXTERIOR WALL SCUPPERS. 10100 VISUAL DISPlAY BOARDS 15375 FIRE SfAN!JPIPE &: FlRE HOSE SYSTEM 10100.C -3' X 4' lAM!NATID BUILDING FLOOR Pl.ANS: REFER TO DITAIL 52/A-T-9.1 15375.A -DRY SfANDP!PE &: FIRE OEPM'fMOO CONNECTION 15375.8 -DRY SfANDPIPE &: CONNECTION ------------------------------------ FIRE TRAINING PLAN APPROVED WIWAM J.-f).UMMER 1..,.,,61,~~~~~~ir..;:;-;,J.t',~,2M?~iili-~-~••!!!•!!:oe~-:'."'.'"""::-':. =""""o~ m/4DAnL/4. OCPUlY CITY ENGMER PE.28776 EXPIRES J 1 ,-re' OWN BY: MH 1 · PROJECT NO. I DRA~~G1. NO. CHKD BY: MH,'RU "3011& .,..._,.... RVWD BY: i5C . _.,_, ... . I . ' , I -", .. I ' I . ' ' ' l • ' ' i - 1 , I • I ,_ ' ' i I ' i : ! ' ' ! i I l I l 'i\ ' t,J '. : l .. l ' . ' . ' . I t I ' ; ' - i i ! . l __ ;:, -..... ~--:=-, .. -c---• •• ·.'; ,,..,, 1 r-- 1 03356.ll (r/!'1---1.------tt-<-. ffi CID 13040A (r/P)-~--tt--~~ 11485.C (r/P)--·t-t.._--t.lc::---,·i . 15375.Br----~1-111- I I ©----.=L9' G)'I.--- 1 • DS 3 t ....-------1,----11485A ....------1---13900.r I . I I I I L.. DS 76'-8" 1 1s·-a· r © I _ _J __ 06100.C I DS sroN: 00 I -t- i .---r--® ----© ~ '-++--15375.B / / / ~,,.- I DS "" I "" I <a 13050A----+ttt-- 15375.B---+ttt-- ©----- 1 ma: 00 16500A 11485A 11485.C, 1YP 05515A 76'-'t 6 -----'----_J ---t- i ---r-----I-® 1----~-----t-----© ~ >--++--·11485.C, 1YP I 7 ll-lE. INC~llEll DRAW1NGB,.l!PEDIF!llATIONB, WEl\6,. DEalGlrlSM,iD AARAMGEMEhfrs REPRESBilTED TMERESV MlE Awn S6-lALL RBMlM ll\E PROPERTY OF AAM OE8113k GROt.lP AhD NO i>tllRTTHE~OF $1-W,.1. BE COPLE[\ DIii('! osen TO on.ERS OR USED 1111. CONNECTIC»I Wint At« WORK OR PROJECT OTHER THAN Tl-IE SPECIFIC PROJECT FORWHICHnl=Y~illEEN.PRB'IIIREOAMlDie\l~WIUIOIJT THE W!tlTTl:N COtroS=Nl OF RftU DESIGN.GROUP, WIUALOONT/0,CT WITH n\E5E DRAWlNl:l&OflliPECIFIGATION!i 6HAU..CCMiTllUTEOCK:WliNE E'IIIOQICE OF ACCEP'IANCEOF TI,ESE: RESTRjCTlONS. SUBMITTAi. OF THESE DOCUMENTS FOR PUBLIC ~NCV R~Lew StlAl..l, NOT BECONSIDEREDAWAIVEROF ARM OEaGN.GROUP'S RKMTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Callfomla COrpamtion ; ; i-_. =-[II (/) ~ < • ~ I ! 11 ~§ 'I ~ --;1 -CD ..I e -o (.) N cc a, u. cc c:, (.) z -z -'0 5 Z ca -.Q B. ~ .!! c:> .... a z z a: (.) ~ w >-o ca I- z 3: w 0::. Oc u: 0.. 0 (t) 'i: wo a: 0 ~ co fl) U') FIRE TRAINING PLAN -THIRD FLOOR SCALE: '/8" = 1 '-o• 1 FIRE TRAINING PLAN -FOURTH FLOOR SCALE: 1/8" = 1'-o• 2 0: N -~ KEY MAP LEGEND DIVISION J -CONCRl:II; DIVISION 11 -EQUIPMENT 03300 C>IST-IN-PIACE CONCRETE 11485 FIRE TRAINING EQUIPMENT· I KEYNOTES e22z;,;222222z;za g• CMU WALL I 03300.ff -CONCRETE FtOOR DECK. RITER TO STRUCTURAL PlANS 11485A -FlllEIWSS MANHOLE i\SSEMBLY: REFER TO DEJ'All 'l.4/A-T'-91 03350 CONCRETE FLOOR FlNISHING 11485.B -OECK MOUITTED REPEWNG ANCHOR: REFER TO DITAIL 52/A-T-91 03356.8 -CONCRETE HARDENERS & SEALERS. 11485.C -D-R!NG REPEtttNG ANCIIOR: THRU BOLT: REFER TO DEJAIL 22/A-T_;91 DMSION 5 -MITALS 11485.D -4-POS!' REPELLING ANCHOR: REFER TO DEl'AIL 11/A-T-9.4 05500 METAL FABRICATIONS DIVISION 13 -SPECw. CONSTRUC0°'1 05500.E -OO!o\UST SHAFT FLOOR OPENING: REFER TO DEl'All 22/A-T-9.1 13040 HIGH TEMPER>\TURE LINING SYSTEMS 05515 tADOERS 13040A -HIG!-I TEMPERATURE LINING SYS!£M ("P,IDGENITE". REFER TO 32/A-T-9.1 A. REFER TI} S. HEETS A-R-2.3 FOR ADDm-oN•'AL FIRE TRAtNING PROPS AND o551 s.c -ROOF ACCESS lAIJDER W/ PtATFORM: REFER TO DITAIL 54/A-T-9•3 13050 SMOKE IJISiRIBtmON SYSIEMS 055'!.0 HANDRAILS ANO l¾ltlNGS · 13050A -SMOKE "IJMX• CONTROLLED GENERAlOR UNIT SYS1EM EQUIPMENT NOT SHOWN ON_ THESE DRAWINGS. 055'!.D.ll -42• HIGH SWING GATE. REFER TO DCTAIL 12/A-T-9.3 ·13900 STRUCTlJR>ll lll'E FIRE TRAINERS B. REFER TO REFERENCED PROJECT SPECIFlCA TIONS FOR PRODUCT AND DMSION 6 WOODS & PlAS11CS -13900.F _ LM: FIRE TRAINING omCE DESK PROP -INSTALLATION INFORMATION AND ADDmONAL _COORDINATION 06100 ROUGH FR.\MING -DMSION 15 -MECIWIICIL --· - ----REQUIREMEN~ ----- - --------------------------- -------------· -·OSfOO.B-~-FtAT ROOPBRFACft·PROP:--SEF: IJfJAll:S 33 .t-34/A-T-9-.J--------15375 FIRLSTANOPIPE &: FIRE-HOSE~''--- -· -------,------------- C: --REFER TO CIVIL Pt.Al"t FOR SITE WORK AND-INFRASTRt/CTURE. . ----·--------05100.C :: PITCHED ROOF BREACH PROP: SIT DETAlS 31 & 32/A-T-9.3 15375.B -DR'!' STANDPIPE &: CONNttr!ON - D. COORDINATE CONSTRUCTION OF STRUCTURE WITH All DISCIPLINES: -OO'ISlON 7 -THERMAL AND MOISTURE PROTEC110N DMS!ON 15 -EIICIRIOO, REFER TI> STRUCT., MECH., ELECT. AND PLUMB. DRAWINGS. 07600 GUTTERS AND DOWNSPOUTS • 16500 LIGHTING FIXTURES ////lff/11,,, 12" CMU WALL GENERAL NOTES E. THIS STRUCTURE CONTAINS LIVE FIRE PROP SIMULATORS. CONTRACTOR 07631.B -TRAINING OOWNSPOUr. REFER.TO DE!'M.S 43 & 44/A-T-9.3 16500A-RECESSED WAUL MOUITTED W/ RED LENS HALOGEN LOW ~LTAGE LIGITT TO \rnlFY AND COORDINATE & REQUIREMENTS OF PROP SIMULATORS 07620 GUTTERS & DOWNSPOlJfS 16770-PUBUC ADDRESS SYS1EMS WITH SUPPL YING VENDOR PRIOR TO BEGINNING OF CONSTRUCTION. __ -----~------07620.B_ -_ROOF_FLA.5HING_AT_EXHAUST_FANLREFER_TO _DITAIL_ 41/A-T_-9.3 16770A_-lmEGRo\TED_ SOUND_ AND_ SPEilKER _ SYS!£M _____________ ,_ i-------------------------------~F~. -c-oN.fRACfOR TO-ENSURCTHE IITTERIOR FLOO!f"SO:BS OF TH( .. STRUCTURE SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE TO SHOl'IN EXTIRIOR WALL SCUPPERS • iiF" Septa+ 11ber 9, 2009 .. _ 1107570 A-C-2.8 J:~~J I ~~1l~G ~ARTMENT 248 -IMPROVEMENT Pl.ANS FOR: CARlS8AO JOI/VT' F1RST RESPONDER TRAINING FAC/tJTY FrRE TRArNrNG PLAN fi APPROVED 'MWAM.J.._/J.UMM£R I t,:-a_-a_.•-Z,,::::z;;i;~~~iii,;n-;:;;t,:~2:~~ji!~i~H~tt~"~:;::::;;::;;:::;::;:-:,W~.-'/4-- DEPUTY CITY ENGINEER PE 28176 EXPIRES J/Jl/1() -~ . -DWN BY: MH I PROJECT NO. I DRAVIIIIIG 1110. CHKO BY: MH /RM --••"---1 . RVWD BY:-6C ._,_ -.u-,- ' :"1 --· ~-•, -------· '-""-"··-" ----------------·---------------·--·-·---------------- ' ' J i ' j I l ! ; ! ' ' : i ; 1 l ' ' . ' ' ' ' ' ' I j . t I l i i !.! --f-l---- ---'-'-I I ' ' ! 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CONTRACTOR TO ENSURE THE INTERIOR FLOOR SLABS OF THE STRUCTURE SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE TO SHOl'IN EXTERIOR WALL SCUPPERS. KEYNOTES OJJOO ~T-IN PLACE CONCREfE 03300.li -CONCRffi FtOOR DECK. REFER TO S'fRUCTURAL PtANS 0Il50 CONCRElE FlOOR FINISHING . OJJ56.B -CONCRffi HARIJENERS &: SEAtfRS. DMSION 5 -MCTAlS 05500 MEfAL FAf!RICA110NS 05500.E -EXHAUSI' SHAFT FlOOR OPENING: REFER ID DFJAIL '12./lr-T-9.1 05515 lADDERS · 05515.C -PMAPCT ACCESS rAGID lADDER W/ PlATfORM: REFER ID DE!'All 54/lr-T-9.3 05520 ~~ AND RAtllNGS , 05520.B -.42" HICH SWING GATE. REFER TO DCTML 12/lr-T-9.3 DMSION 6 WOODS & PlASTICS 06100 ROUGH FFAMING 06100.E! -FlAT ROOF BRtAClf PROP: SIT DCTNlS 33 &: 34/lr-T-9.3 -. -. -. -06100.C -PITCHED ROOF BRfACH PROP: SIT. DCTAllS 31 &: J2/A-T-9.3 DMSION 7 -THERMAL ANO MOIS'lllRE PROTECTION -· --- 07600 GUTTERS AND-DOWNSPOOTS 07631 .B -lR>IINING DOWNSPOUT. REFER TO DCTAllS 43 & 44/lr-T-9.3 07620 GUTTERS &: IJOWNS!'Otf!S . 07620.B -ROOF FlASH!NG AT EXHI\USI' FAN. REFER TO DCTAIL 41/lr-T-9.J DMS10N 11 EOlRPMENl' 11485 FIRE. TRo\lNING EQUIPMOO 1H85A -FIBERGLASS MANHOLE ASS£MBLY: REFER TO DITA!!. 2~/lr-T-91 11485.8 -DECK MOUKlID REPElllNG ANCHOR: REFER TO DCTAII. 52/lr-T-91 11485.D -4-POS1' REPELLING #!COOR: REFER TO DCTAIL 11/lr-T-9.4 · 11485.D -.4-POS1' REPEWNG #!COOR: REFER ID DCTAIL 11/lr-T-9.4 DMS10N 1J -SPECIIL CONS'fRUCTION 13040 HIGH TEMPERIITURE LINING S'1STEMS 13040.A -fl!GH mtPEl!A1URE LINING S'rSIEM ("l'ADGENl!t). REFER TO 'J'l/A-l-9.1 13050 SMOKE DIS'fRIBtrnON SYSTEMS 1J050A -SMOKE "DMX" COmROl.LED GENERA.TOR UNIT SYSTEM 13900 SIRIJCTIJRAL LIV( FIRE 1™1NERS 13900.F -UVE F1R( JR>IINING omCE DESK PROP DMSfdN 15 -MECNANlrAl 15375 FIRE STANDPIPE l't. FIRE HOSE SYSTEM 15375.EI -DR'I' STANDPIPE & CONNECTION DMSION 16 -ELEC]llOIL -16500 LIGHTING FIXfURES 16500A -RECESSED WAf.L MO!INTID W/ RID lENS !!At.OGEN LOW VOLTAGE LIGHT 16770 PUBLIC ADDRESS SYSTEMS 16770A -INTEGRA1EO SOUND AND SPtAKER S'ISfEll I l"HE 1..a..uoenO~IMGQ, SPECIFICA.TIOH&.IOEA8,. 0ESIGWS.AND em 'tGFMFNTSREPRESENIEl 'fl,,ERl!BY AREANDSHAI.L REMAIN niEPROPERIYOFRAM.llESIGWGIIOlJP,tJtlBWOPAl<TTIE.tECIFSHAl.L IIE COPlcr', [NSCI 081'0 TO 0THSRS ORUSEO IN ~ECTIOH WITH AtNWCRKOA. f>ROJl=CTOT~ TKIU4 Tl-lliSPEC~IC PAO,JliCT FORWHICHTI11::YHAVE;-,.~Al#DDc\lEI.OPEDWHl10VT THE. WRITTElltla&NT OF RRMOE81GNGRIJI.P. Vl&W.COfilTACTwmt THBiEDRAWNl&ORSPECIFICATK»ISstW..Lcot.61ITU1ECONCl..lJ6NE EVIDEloCEOFAGC£PTJWCE.OF'THE&E.RESTRICTIONB. SUSMITTALOF THlcSE DOCIJM!oNTS FOR PUEIUC AGENCY REVIEW SMALL "I01' BE CONSIDERED A W41VE!ROF RAM DESIGN. BAOUP'S Rlffl-lTa RRM DESIGN GROUP COF'"l'RIGl'rr 2009 RRM is a California Corporation ~ ~ 'f... =' :::, m (/) l!I < a ~ i ~ ! 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RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomia Corporation ,_ ...I ::, a:i rn f5 < • f ~ ! i " ii ~ll ii ~! ~o ..J .... -o Gl'I.--- -17---~--7 . 1------+------~'l.{G ON < 0, u. < oo z --"0 z cu ~ N I L _______________________________ J I ' I L.. N REFLECTED CEILING PLAN -THIRD FLOOR SCALE: 1 /8" = 1 '-o• 1 i---r---i I I I L.. 76'-8" REFLECTED CEILING PLAN -FOURTH FLOOR SCALE: 1/8" = 1'-0" 2 -,Q ~.!! I-:a a:: 0 LLI >, Q cu z ;: 0 C 0. 0 u, ·-LLI '-0:: 0 0 I-U) ti) II) 0:: N -LI. C, z ..I w (.) 0 w 1-(.) w ..I u.. w ~ KEY MAP LEGEND I .....__ _______ .;,..._ ___ K_E_Y_N_o!'ll'l'!l'TE~s~=-m!'~-~-.;,..._------'I DIVISION 07 -THERMAL /IND MOiSTURE PROlECriON DMSION 03 -CONCREfE ,,,,,,,,,,,,, s ---- -------- GENERAL NOTES I 03300 CAST-IN-PLACE CONCRETE 03300.H -CONCRETE Fl.OOR DECK. REFER TO STR\/Cl\JR>\l PLANS 03356 CONCRETE Fl.OOR FlN!SHING 03356Jl -CONCRETE HARDENERS & SEALERS. DMSION 04 MASONRY - 04810 UNIT !!mRY ASSEMBLIES. 04810.8 -CONCREfE W.SONRY UNIT 5"STEM (CMUr. REFER TD STRUC!\JR>\l -DIVISION 05 -MITAts 05400 COLD FORME.u ME!At f RAMING 05400.A -PROP ELEVATOR CAil: REFER TO DITAlts 23, 34, 44 &; 54/A-T-9.2 05400.B -CEILING f™MING FOR BREACH OPENING: REFER TO DETAIL 51/A-T-91 05515 I.AIJDERS -... 05515.A .:. SHIP LADDER ACCESS ID ROOr ffATCI!. REFER TO DITAIL 32/A-T-':Jl A. ELEVATIONS SHOWN ARE FROM NOMINAL FINISH FLOOR TO UNDERSIDE OF · ·· · · c--·05500--MEJA[rnBROO!ONS' -----~--------~----------- . EXISTING CONCRETE FLOOR SLAB UNLESS OTHERl'llSE NOTED: "REFER TO . 05500.E -EXHAUST SHAFT FLOOR OPENING: REFER TO DITAIL 'll/A--T-9.1 STRUCTURAL DRA l'llNGS FOR ACTUAL HEIGHTS. , B. COORDINATE INSTALLATION. OF HIGH TEMPERATURE LINING SYSTEM HRE 05SOO.I-I -EXHAUST SHAFT OPENING IN Fl.OOR: REFER TO DETAIL 41,A-T-9.t 05580 FORMED MITAL FABRIO\T!ONS 07480 FlBER CEMENT SIDING 07480.8 -FlBER CEMENT SIDING: REFER TO DITAIL 41/A-T-91 DMSION 11 -EQUIPMOO 11485 FIRE TAAINING EQUIPMENT t1485.A -FlBERGlASS MANHOLE i!SSEM!ll.Y: REFER TO DITAIL 24/A-T-91 11485.G -OVERHEAD REPEi.UNG Pt/Ltff SUPPORT: RITER TO DITAIL 43/A-T-9.1 11485.H -OVERHEAD 8ElLSUPPORT: REFER TO DITAIL 42/A-T-9.1 DIVISION 13 -SPECIAL CONSTRUCTION 13040.HlGH TEMPERATTJRCLINiNG SYSTEMS ------- - SHOWN WITH THE LIVE FIRE PROP VENDOR PRIOR TO INSTALLATION. 05580.A _ PERFOR>\lID MITAL SCREEN. REFER TO DITAIL 42/A-T-9.3 C..-COORDINA-llON-INSTALLA-TION...OF-FIR!c--TRAINING..EQtJIPMENT-NOTED-ElSEWHERE----" --" - · -05580_8 .:. MITAL ~NOPY. REFER TO STRUCTtlRAt. PWIS. ·-·· -.. . . -------------- IN THESE DRAWINGS PRIOR TO INSTALLATION OF FrBER CEMENT BOARD AND HIGH TEMPERATURE LINING CEILINGS. <I) --... September 9, 2009 .1107570-A-C-3.2 ~el!albd Celllng F'lan.dwg ,._ 1107570 -~1cr1,r;N£rm~~~AD-II~ IMPROVEMENT PLANS FORc CARLSBAD JO/f'lT' FIRST RESPONDER TRAINING FACILITY REFLECTED CErLrNG PLAN OWN BY: MH PROJECT NO. I D ... RA~. 1 NO. CHKO BY:-Ml:IIRM.. & ~.,.... RVWD BY: ni: · · ::,v,r,,o ---------- ' ' ' ' , l : ' : l ' ' i I ' i ' i ' ' ' ' ' ' ; ' ' I ' ! I i 1 ' . ' ' I ' i ' ' ' ; I ' ' _, i ! ' ' ' j i ' ' ' ' I C ' . ' ' -f·) ! ~ r ! ' ; i l i ' 76'-8" J 6 A--- '!,o I l6725A ··· ··· L _1;485.G (lYP 3) Li J1 L' . ----c ___ ---L---© @---_l;l!!!!il: ---_____ _j I I ,I: ~ I 11485.H '---o5120A ~---L __ r---1 . 1 I 1 7 ~,.,.Jll-l,.---~---J---------------------------------------~---' I '!,o I --<O I I I ~----© I I I I I I I I I. I I I I I I I ---,----,----------------------------------------+--- ' I I I -17---1--; . ,• . :------>---- I ! --------------------------------~ I ~ 4} 76'-8' 7 REFLECTED CEILING PLAN -FIFTH FLOOR SCALE: 1;s· = 1'-o· 11 j KEY MAP /f!f11,,,,11, I LEGEND r KEYNOTES IJMS!ON 03 -CONCRCTE OJ300 CAST-IN-PlACE CONCRCTE 07480 FlBER C£MENT SIDING 03300.H -CONCRETE FLOOR DECK. RITTR TO STRUCTURAL PlANS 07480.!! -FlBER. CEMENT SIDING: REFER TO DETAIL 41/A-T-91 · 03356 CONCRCTE FLOOR FlNISHING DMS!ON 11 -EQUIPMENT 03356.B -CONCRCTE HAROENERS .t SEALERS. 11485 FIRE TRAINING EQUIPMENT DMSION 04 MASONR\' 11485.A -FlBERGtASS MANHOIE A.SSEMBLY: REFER TO DITA!l 24/A-T-91 04810 UNIT MASONRY A.SSEMBLIES 11485.G -OVERHEAD REPELLING. PULLEY SUPPORT: RITTR TO DITA!l 43/A-T-9.1 04810.B -CONCRCTE MASONRY UNIT SYSTEM (CMU): REFER TO STRUCTURAL 11485,H -OVERHEAD BO.L SUPPORT: REFER TD DETAIL 42/A-T-9.1 DI\IISION 05 -MITALS DMSION 13 -SPECW. CONSTRUCTION · 05400 COI.D FORMED METAL FRAMING ··· · 13040 HIGH TEMPERAllJRE LINING SYSTEMS I ·GENERAL NOTES I 05400A -PROF' ELEVATOR oo. REFER TO omits 23, 34, 44 .t 54/i.-T-91 1304DA -HIGff TEMPERATURE UMNG svsmt ("PAbGENITEj. RITTR TO 32;A-r-9•1 · 05400.B -C8LING fRilMING FOR BREACH OPENING: REFER ID DETM.. 51/A-T-9,2 DMSION 15 ~ ELECTRICAL · '----~-=·====:-:-:::::::======------------------------........ -___J ___ 05515 lADDERS--c~==-c==-=~~~~-~-~~-----'-'----1-67_25-"'<m''US SECURllY SYSTEM . . 05515.A -SHIP IADDER ACCESS TO ROOF HATCH.REFER TO.DETAIL 32/A-T-91 16725~-~~R~~~ SECIION A, ELEVATIONS SHOWN ARE FROM NOMINAL FINISH· FLOOR TO UNDERSIDE OF EXISTING CONCRETE FLOOR SLAB UNLESS OTHERWISE .NOTED. REFER TO STRUCTURAL DRAWINGS FOR ACTUAL HEIGHTS. B. COORDINATE INSTALlA TION OF HIGH TEMPERA 1URE LINING SYSTEM WHERE SrnJMII WITH THE UVE FIRE PROP VENDOR PRIOR TO INSTALlA llON. C. COORDINATION INSTALLATION OF FIRE TRAINING EQUIPMEt-lT NOTED ELSEWHERE IN THESE DRAWINGS PRIOR TO lNSTALLAllON OF FIBER CEMENT BOARD AND HIGH TEMPERA 1URE LINING CEILINGS. 05500 METAL FABRICA.TIONS 055DO.E '-EXHAusr SHATT FLOOR OPENING: REFER TO DITA!l 22/A-T-9.1 055DO.ff -EXHAUST SHAFT OPENING IN FLOOR: REFER TO DETAIL 4t/A-T-9.1 05580 FORMED MITAL FABRICATIONS 055BOA -PERFORATED METAL saml. REFER TO DCTAIL 34/A-T-9.4 (SIMllAR) 05580.B -MITAL rANOPr. REFER TO SIRl/CTUR,\l PlANS. · . I . THE IMC!.UDBl OR"'-WING&, SPECIFICATION&, llENi, Dal!GHS.ANO ARRANGEMENTS~ THlol'EBY AAEANU&HIW. ~ n.& FROPER1Y OI' RRMOl;SIQN QRO,.JP AND NO PART THEREOF SHAU.. BE COPIED. DiSCLOS,i;O TO Oll'laRS OR I.ISEll lN. CONfri~CHON. WITH At« WORK OR PROJi.cT OTHER THAN. I I-IE ~flC PROJECT FOR WHIQI THEY liA\IE BE:EN PREPAAEOAND DE.\IB..OPED WITHOUT TH~WRITTef,CCNENTOf HNliJE811aNGHOUP. VISUAi.CONTACT IMTH ~DRAWING&OR~F1t:.,UIONS&W.LCDN&TlTUTECOlriQ.lJSI\IE. E.VIOi:NCl:OF AiC.CEPfANCEOF THESERESJRICTll'llilB.. SUBM,TTAL.OF ~ DOCUMENTS FORPtJBUC~ RE\IIEW SHAlL NOT Sia< CONSIOEREIJ A WANER Of" RRM .:J£SIQN GROUP'S RIBl-,TS. RRM DESIGN GROUP COPVRIGI-IT 2009 RRM is a Calffomia Corporation ~ ...J => CD U) < • ~ ; ~ f i ; ! "' z 0 F= ... el ~ "' i!i Ii! ~ ~o ..I ... -o ON c:( 0) u. c:( 0 0 z ~ -,, z C\'I -.Q ~ .!!! I-:a Cl::: 0 w >,, i~ 0 C: 0. 0 th -w .. 0::: 0 0 I-'° fl) It) 0::: N -LL. 1.. If September 9, 2009 1 !IJ7570.A.C,3,3 Rslletloo C<,lllng l'lttn.dwg .. ,._ 1107570 ~ II,. C, z :J w (.) 0 I!:! (.) w ..J LL w a:: ' -.. I.SHEET ~~c. ITY_~OF_CARISB_AD_ -[Is. ~EETS I g&,-t ENGINEERING DEPAR1MENT . . 248 . -- IMPROVEMENT PLANS FOR: CARLSBAD JO/tn' FTRST RESPONDl:R TRA//11/NG FACILITY REFLECTED CEILING PLAN OWN BY: MH PROJECT NO. ' CHKD BY: MM lf?M R\l'ND BY: DI • ·.C. ,, dGi&. I DRAWING _NO. ' 463'-'1 -.. ,.....,,..,..,. ' . I I I ! : ! ' . i I ' . I ! ' ' i ! i i I , I I . I ' , I .. i l ' ' I ; I ) ' ' t I ' ! I l ; ' , I I I i ' i : l i ' ' ' ' l i I ' ' ' ! ' : l ' I l I ' I I I . I i ! ; i i ' ' l I ' I : ' ' I ! ! i ' " , I ' I i ' ! : l , I I I ' I i I l ' ' I . \ I ' . ' ~, i : i ! ' 1 Al'!,----- '!.o I 05580. ®----'==, 07631.9--- ~580.Bl====-jj 05515.C G1'1.---- 11' ---+-OJJ56.B, lYP. C I I ! L. 5500.L 7631.B, lYP. ARCHITECTURAL ROOF PLAN KEYMAP ///////fl//// - I 76'-8" ~ \ L.B 6 L-13900.K (? 7631.B -·,._,,_ ---· . 7 L--H-----07510A '!.o I .------115580.B, lYP. ""'--:---+l---:::-"'--f 4600A -,.....,.r __, ~----u5520.E I 07631.B (IYP) 7620A (IYP) OJJOO.Q (lYP) 76'-8" (J) SCALE: rfP/' = 1'-o• 1 GENERAL NOTES I I KEYNOTES A. ALL EXPOSED METAL SURFACES SHALL ftAVE PAINT FINISH IN ACCORDANCE DMSION 03 -CONCRETE WITH THE PROJECT SPECIFICATIONS. . -03JOO CAST-IN-PLACE CONCRETE B. ALL EXPOSED CONCRETE SURFACES SHALL HAVE TOPICAL APPLIED SEALER IN 03300.H -CONCRETE FlOOR DECK. REFER TO SIRUCTUm PLANS ACCORDANCE WITH THE PROJECT SPECIFICATIONS. -03300.Q -CONCRETE CRICKIT: REFER TO STRUCTURAL PlANS C. PLYWOOD BREACH PROPS SHALL REMAIN EXPOSED. CONTRACTOR SHALL 03350 CONCRETE FlOOR FINISHING · PROTECT THE EXPOSED MATERIAL IN PLACE UNTIL FINAL ACCEPTANCE. 03356.B -CONCRETE HARDENERS & 5rn.ERS. D. UPON COMPLCT!ON OF .ROOF DECKtNSTALLATION, CONTRACTOR SHALL . DMSION 05.-MITALS DEMCNSTRA TE BY PROPER ROOF DRAINAGE BY FLOODING THE ROOF AND 05500 METAL FABR~TIONS · OBSERVING THE WATER FLOW TO THE SHOWN PERIMETER ROOF SCUPPERS. -05500:l -MITAL SCREEN CANOPY SEE SIRUCTURAI.: REFER TO DITAIL 34/A-T-9. 4 (SIMIII E. CONTRACTOR TO COORDINATE THE REQUIREMENTS OF ALL DISCIPLINES, 05515 tADD£RS . -_ ·· INCLUDING BUT NOT LIMITED TO ELECTRICAL, LIVE FIRE PROPS AND ........ -05515.C-PARAPCT ACCESS CAGED tADDER W/ PlAlTiiRM: REFER TO OCTAIL 54/A-T-9.3 .MECHANICAL PRIOR TO INSTALLATION OF CONCRETE ROOF. · 05520 HAN!JRAII.S ANO RAILINGS . · F. All PENETRATIONS THROUGH CONCRETE ROOF SHALL BE SEALED WATERTIGHT 05520.E _ 7'}" HIGH TR>\SH CHUTE SWING GATE: REFER TO DITAIL 11/A-T-9.3 DIVISION 07 -THERMAL AND MOISiURE PROTECTION 07510 BUILT-UP A5PHAlT ROOFING 07510.A -SINGLE-'PLY. ROOFING. REFER TO DITAIL 21/A-T-9.4 07620 SHEIT MITAL FLASHING AND TRIM 07620.A -METAL PARAPIT CAP FlA'iHING. REFER TO DITAIL 51/A-T-9.3 07631 GUTTERS AND DOWNSPOlJfS ' 0763Ut -TRAINING DOWNSPOtrr. REFER TO DITAlts 43 &: 44/A-T-9.3 DMS!ON 13 -SP[CIAL CONSIRUCTION 13900 STRUCTURAL LIVE FIRE TRAINER 13900.K -EMERGENCY EXHAUSf FAN: REFER TO. LIVE FIRE PROP DMSION 14 -' CONm'ANCE SYSTEMS 14600 HOISTS AND CRANE 14600.A -WALL MOUNTED JIB CRANE. · RITER TO OITAIL 24/A-T-9.3 · I AND SURFACE MOUNTED ESCUTCHEONS PLACED. • . 05580 FORMED MCTill. FABRID\TIONS S-'-----~ l...ll....,,..... ..... _ ~ __ :---1......:~:::_/---'------,------~G'--CONJRACTOR._TO .FIELD_ VERIFY_AClUALLOCATIONS OF_SROWN _ REPELUNG -~~---~-----,,·, S5ao-A-..:PfRFORATED MEl'At SCRIDI. RErnrTO-DCTM:;-42'/A--J~>-----'-------'------'-----'-------'-----'----_.____-'----_.___-----,------,-------,---~ f---"r>---'----~ ANCHORS WITH CITY OF CARLSffAD-FIRE DEPARTMENT PERSONNEL PRIOR.TO ---05580.B ~ MITAL ('.ANOPY. REFER TO STRUCTURAi. PLANS. - -------·~------·~-- INSTALLATION. DMSION 06 -WOODS &: Pl)Sl]CS 06100 ROUGH FIWAING -. 06100.H -RAT ROOF BRl:ACII PROf>: SEE OCTAlts 33 & 34/A-T-9.3 06100.C -PrrCIIED ROOF BROCH PROf>: SEE DITAlt.S 31 &: 32/A-T-9.3 TliE~OED DlaWIMGS, SPECIFlGl,.TICJNS,.IDEAB.IJESWN&MD Al'IAANGBolENTS li.EPAESENTED TI-IEcREa'!' ARE ANO SI-IALI. REWIIIN. THE PROPERTY OF RRMOE&ON MOLIPANDNC PART THEREOF sw.LL Be.COPl:C, DISCLOSEO TO OTI-IERS OR USE!l IN CONtlcCTICIN WITH Nf'f WORK OR PROJet:rr O™EA. THAN THE SPECIFIC PROJECT FORWli1Cl1 n1EY liA\IE~PREPMEO,.._O r'IEl,'EUJPEDWITHOUr 11-EWFWll:H~TOFRRMDESIGN.GROUP, \JISI.W.CONTACTWITK ~ OAAWINGS QRSf'liCIFICATIONS SHIIU.CONSTITI.JTEOONCLUSNE E\J~OF~~EOFTHESc~TlOMS. Sl.lailTTAL.OF THESE DOCUMetrs I-OR PUiilUCAGcMCV RE.VIEW St-tAU.NOT BE COMlillJERE:D A WAl\l=R OF RRM DsSIGN GROUF'S RIOHTS.. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomia Corporation ~ ,_ -' :, CD Cl) ~ < a g ~ ! --... !l 0 i ;r; i!i ,= "-; z 0 2 ~o _. --0 ON < C> LL. < oo :!: ,; Z CIS -.a ~ .!!? ~ I-:;; D. a:: 0 II. w >-~ O ell ... z :t 0 C 0. 0 U) ·;:: wo a:: 0 I-<O U) It) 0::: N -u.. September 9, 2009 11(!7570-A-C-4.1 RonfF'lan.dwg .,._ 1107570 ISHEE'ill CITY OF CARLSBAD II SHEETS I L....:!.J . . ENGINEERING DEPAR'TMENT . _ 248 IMPROVEMENT Pl.ANS FOR: rc-Al?f;sB'AUJOINTF1RST RESPOND/:R WAINING F'ACltfTY ROOF PLAN DWN BY: MH I CHKD ~ MK/RM.. R\I\ID BY! DI PROJECT NO. .wi,a - , l : i ' ' . ' I : ' . I i ' ; . ! ; l i ' i ! I ' ' ' I ; 1 ' ' i i ; I I ' ' ' ! : ' ' ' ' I . I ' ' -i--- ' ! I ! ! i. ·- ! ! . ··-' t - 1 2 3 -05580.B ----05520.C "'8.0. SLAB ' 05520.C-n film ' 8.0. SLAB . ~rJ-0" 8.0. slfill 05520.C- +13'-o" "'io. SLAB SOUTH ELEVATION T.O. 1AAOPY .. ,. o· "'°"Mu-8.0. SLAB 8.0. siAB ~23'-0" 8.0. slfill 8.0. SLAB WEST ELEVATION ~--~-·· . ...... "F ····,•,_ ... _._ . .-:-.,,, ..... , ·,-,-_,_. .:--.: ,--. .-.-. .-, ... ·-'r•:• ::.r: ..... , ...... ........ , .... ,,,.-,. ··• -05515.C -04810.B, lYP. A 05520.B 05520.C--ftt7 03300.H 05520.C 05580.B 6 -14600.A .. . ,,_ - a -~. '_"_ ":C~ •----- '""""" ' -08520.C, lYP. ....--07fllOA lYP. ., . ' """"" • . '"'••·i ·· ...... _. ........ ,. ... ..... .. ....... _. .• _._, ._. .. -.;t,, ··· ...... ,. ~---·1 "'I'"·· .. . ...... ·•. -.-.. , .. -.... -...... , ... . -~.B --08520.B, lYP. --05520.C- D E F 16725.A -~05500.L r--07fllOA lYP. 7 --07631.B G T.O. PAAAPET +34'-0" ~ T.O. WAI.I. T +Jl.i-0" ... T.O. PARAl'Ef • +23'-0" ~ 8.0. SLAB- +13'-0" ~ B.O. SIJ\tl T o·-o· ~ F.F. T ~ 00 SCALE: 1/8" = 1'-o• J +38'-0" --~$ T.O. PARAPFJ 10210A lYP. ~-1-~-~-~-~---1 04810.ll, TYi'. 05520.C, lYP. .---I-08520.C, TYi'. s·-o· o'-o· 05580.!l T.O. PAR.IP "b. I 00 ....... o· =-$ 8.0. SLAB SCALE: 1/8" = 1·-0· I 21 GENERAL NOTES I ' ' ' A. THE HDGI-IT OF ALL BUILDINGS SHALL COMPLY WITH CARLSBAD HEIGHT ORDINANCE 21.04.065 WHICH CALLS FOR THE VERTICAL DISTANCE OF A STRUCTURE TO BE MEASURED FROM THE MORE RESTRICTIVE (LOWEST) OF THE FINISHED OR EXISTING GRADE. THE VERTICAL DISTANCE rs MEASURED FROM All POINTS AT GRADE ALONG AND WITHIN THE BUILDING COVERAGE TO THE HIGHEST . POINT OF THE STRUCTURE DIRECTI. Y ABOVE THAT POINT OF MEASUREMENT. KEYNOTES I DMS!ON 03 -CONCRETE 03300 CAST-IN--PlACE CONCRETE 03JOO.B -CONCRETE SlAB ON GIWJE. REFER TO STRUCTURAL PLANS 03300.H -CONCRETE FLOOR DECK. REFER TO STRUCTURAL PLANS 03.JOO.L -CONCRETE COLUMN OJJOO.M -CONCRETE LINTEL DMSION 04 -M~RY 04810 UNIT WSONRY ASSEMBLIES 04810.A -THRl/ WALL DRAINAGE SCUPPER: REFER TO DITAIL 21/A-T-9.1 04810.B -CONCRETE ~RY UNrr SYSTEM (CMU): REFER TO STRUCTURAL DMSION 05 -MCT.tS 05120 STRUCTURAL STffi 05120.A -STRUCTURAL COLUMN. REFER TO STRUCTURAL PLANS 05500 MITAL FABRIC\TIONS 05500.L -MITAL CANOPY SEE STR\ICT.:_ RITER TO DITAIL 34/A-T-9.4 (SIMILAR) 05515 LADDERS 05515.C -ROOF ACCESS LADDER VI/ PLATFORM: REFER TO DETAIL 54/A-T-9.3 05520 HANDRAILS AND RAILINGS 05520.B -42° HIGH SWING GATE. REFER TO DCTAIL 12/A-T-9.3 05520.C -MITAL PANEL/SCREEN. RITER TO DETAILS 13 & 24/A-T-9.4 05520.E -72" HIGH ~ CHUfE SWING GATE: REFER TD DETAIL 11/A-T-9.3 05520.F -PERfORATED STAIRWAY GUARDRAIL W/HANDRAIL: REFER TO DITAIL 51/A-T-9.1 05520.G -PERFORATED SWING GATE: REFER TO DITAIL 34/A-T-9.4 05580 FORMED MITAL FABRICATIONS 05580.A -PERFORATED MITAL SCREEN. REFER TO DETAIL 34/A-T-9.4 (SIMILAR) 05580.B -METAL CANOPY. REFER TO STRUCTURAL PLANS. DMSION 07 -THERMAL AND MOISTURE PROTECTION 07631 GUTTERS AND DOWNSPOUTS 07631.B -TRAINING DOWNSPOt.rr. REFER TO DETAILS 43 & 44/A-T-9.3 DMSION 08 -DOORS AND WINDOWS 08331 O\IERHEAD COILING DOORS 08331.A -OVERffAD EXTERIOR COILING DOOR. REFER TO DOOR SCHEDULE 08331.C -EXTERIOR COILING DOOR BREACH PROP: REFER TO DETAIL 52/A-T-8.1 08520 ALUMINUM WINDOWS 08520.B -STOREFRONT WINDOW W/ FIXED ALUM. PANEL REFER TO DETAILS 21 & 22/A-T-81 08520.C -SWINGING WINDOW W/ FIXED ALUM PANEL REFER TO DITAILS 11 & 12/A-T-81 DMSION 10 -SPECIALTIES 10210 WALL LOUVERS 10210.A -THRU-WALL LOUVER. RITER TO DETAIL 41/A-T-9.4 DMSION 14 -CONVEYANCE SYSTEMS 14600 HOISTS AND CRANE 14600.A -WALL MOUNTED Jm CRANE. REFER TO DITAIL 24/A-T-9.3 DMSION tti -EtECTRIC\L 16725 CAMPUS SECURITY SYSTEM 16725.A -CC1V CAMERA: REFER TO CAMPUS SECURITY SPECIFIO\TION SECTION LEGEND PERl-tlMD IIE1ll. SCRE[JI oo«:Ht1E lll!la(, IXIIOR I -CO!l GMY oo«:Ht!E w1C1r, IXIIOR 2 -S!.'JE oo«:HtlE IIOCl(. IXIIOR J -lffllNllllll' KEY MAP ,,,,,,,,,,,// I I T.-IE INCUJOED DRAWING&. SPECll"!CAT~!oiS, loe,,s, Dal>IGN&AND AARMIGEMB.rrs REPRESEtrlTED THEREBY AREAtrilJ s.w.L. REMAIN THE PROPSUV OF RAM DESIQk (i;IWIJP N<1D '-0 PAAT THEREOF SHAU. BE COPIED,. DISC~l;O TO OntERS OR.YaED IN. CONNcGTIOM Wint AfN WORKOR~ECT OTHER n-w.t THE BPEClFIC PRO.ECT FOR IIIIHLCkt ~ hA\IE 8Elil'f. PREPI\RED-ANO DEVEUlPED WITI-IOL!r TIie. WRITTEN CONSENT OF RRM DallGN GRO..P. VISUAi. CONTACT WITH TttESEORAWltlG5.0lt.SPECII-IC,,\H0~8rW...OONSTITUTE.00NCWSM: EVID~OFN::,(:.EPTN«;EQFTHESERESTRIC:ill»m. SUBMITTAL.OF THESlia 00CUM811TS f-0R PUEILIC ACENCV Aallew SHAU. MOT ~ CONSlDERla;DA WAIYlaR OF RRM DES(Gr,f GROUP'S ~~S. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation ; ~ ,_ -' ~ CD en ~ < - ~ I ~ ! if ~s 'I ;1 ~ 0 -..I .... -0 (.) N < 0) LL. < C, (.) a, z -z -"t, s z l'3 ~ .0 ~ Ill "C 111 I-l'3 ..I a:: (.) 111 ii:: w >, 0 ~ ~ ii:: UJ 0 C: I-~ 0. 0 ti) -w ... a:: 0 0 I-U) ti) ll') 0::: N -LL. --i:""nw..----111i::.-n1wr---- September 9, 2009 107570-A-C-5.I Exfarlor Oovatfo,11.dwg -1107570 . ;-~· Cit~2!;~~PAR~ENT .. -.. 248 - s IMPROVEMENT PLANS FOR: CARLSBAD JOINT F'1RST RESPONDER TRAINING FAC!/;.fTY EXTERIOR ELEVATIONS ~I ;::':4"~::Te OEPU1Y CllY ENGINEER PE 28176 EXPIRES J/Ji/ir> OWN : MH CHKO BY: _MM/RM RWtt) BY: DI PROJECT NO. \ I \ ' I ' ' ' ' ' ' l , I ' . ' '' i j ' i ; I i ' ' l I ! ! '' ; I j i . I : ' I f ' i I i I ' ' ' i : ' i 1 ' ' I : i l ' ; ' ! ' ' ' I ! • ' ' I i 1 ' ; I i ' ' ' . • l ' EAST ELEVATION NORTH ELEVATION G F +56'-o" T.O. CANOPY ~+-43'-0" j ..i~~:'i.': .. ;:'"° . .....,.---------1--05520.E 14600A T.O. PAPAPET ~34·-o· T.O. WALL ~30'-0" rr-o· T.O. PARAPCT B.O. SlAB +1J'-o" B.O. SlAB +38'-0" ~ T.O. PARAl'Ef T.O. WALL 8.0. SlAB . +13'-0" 0fo. SlAB ' 0'-0" F.F.~- 05500A 05580.B 08J31A 08331.C 7 6 .---+-05500.L .--O?fuOA 1YP. -:--.-. " ·-= ,, .. = _s,a ,-~ "'--'"""" •• ··= __ :;; ,~ ,,,., ~~ '."f',. 05580.B 05580A 03300.B ...--07620A '' ' -.;s'=•>,·,·=·• lM8'10.B ...--.05580.B B 05520.B 05520.F A 05520.B ...-+11---05520.C 03300.H s·-o· 10210.A, 1YP. s·-o· i 05580.B 05520.B 05520.C 'b I 'b I ;..... r+--O?lfuOA 1YP. 05120A 08520.C, 1YP •. ·. ; ... "· ..• / ~--'• , __ .. ··•·· ... .;.. f/ .,,.,.:,; : ~ ,-.;,; . = :,-:~ .--~ :"!. "... ~ . ,.,· ,,_ • ... 04810.e; nP. SCALE: 1 /8" = 1'-o• ±56'-0~ T.O. CANOPY 08520.B '!YP. ~-!IDOO.f! 1YP. 20.C. 1YP . . ,.. o· 'MV-$ B.O. SL\B B.O, SlAB O'-o" F.F. SCALE: 1/8" = 1'-o• I 2 I GENERAL NOTES KEYNOTES DMSION OJ -CONCRETE 033D0 CAST-IN-Pl.ACE CONCRCTE 03300.B -CONCRCTE stAB ON GRADE. REFER TO STRUCTURAL PLANS 03300.H -CONCRCTE FLOOR DECK. REFER TO STRUCTUIW. PLANS 03300.L -CONCRCTE COLUMN 03300.M -CONCRCTE LIW:L DMSION 04 -MASONRY 04810 UNIT MASONRY ASSEMBLIES 04810A -THRU WALL DRAl'1AGE SCUPPER: REFER TO DITAIL 21 /A-T-9.1 04810.B -CONCRETE MASONRY UNrT SYSTEM (CMU): REFER TO STRUCTUIW. DMS!ON 05 -MEfAlS 05120 STRUCTURAL STEEL 05120A -STRUCTURAL COLUMN. REFER TO STRUCTUIW. PLANS 05500 MITAL FABRICATIONS 055DO.L. -MITAL CANOPY SEE STRUCT.: REFER TO DITAIL 34/A-T-9.4 (SIMILAR) 05515 LADDERS 05515.C -ROOF ACCESS LADDER W/ PlATFORM: REFER TO DEfM. 54/A-T-9.J 05520 HANDRAILS AND RAILINGS 05520.B -42" HIGH SWING GATE. REFER TO DETAIL 12/A-T-9.J 05520.C -MITAL PANEi/SCREEN. REFER TO DEfAILS 13 & 24/A-T-9.4 05520.E -72• HIGH TRASH CHUTE SWING GATE: REFER TO DITAIL 11/A-T-9.3 05520.F -PERFORATED STAIRWAY GUARDRAIL W/HANDRAIL: REFER TO OITAIL 51/A-T-9.1 05520.G -PEH-ORArED SWING GATE: REFER TO DEfM. 34/A-T-9.4 055B0 FORMED METAL FABRIC\TIONS 055BOA -PERFORATED MITAL SCREEN. REFER TO DITAIL 34/A-T-9.4 (SIMILAR) 05580.e -MITAL DINOPY. REFER TO STRUCTURAL PLANS. DMSION 07 -THERMAL AND MOISTURE PROTECTION 07631 GUillRS AND DOWNSPOUTS 07631.e -TRAINING DOWNSPOUT. REFER TO DEfAILS 43 & 44/A-T-9.J DMSION OB -DOORS AND WINDOWS 083.l 1 OVERHEAD COILING DOORS 08331 A -OVERHOO EXTERIOR COILING ODOR. REFER TO DOOR SCHEDULE 08331.C -EXIERIOR COILING DOOR. BREACH PROP: REFER TO DITAIL 52/A-T-B.1 08520 ALUMINUM WINDOWS 08520.B -STOREFRONT WINDOW W/ FIXED ALUM. PANEL REFER TO DEfAILS 21 & 'll./A-T-BJ. 08520.C -SWINGING WINDOW W/ F!Xffi ALUM PANEL REFER TO DEfAILS 11 & 12/A-T-8J. DMS!ON 10 -SPECIALTIES 102l0 WALL LOUVERS 10210A -THRU-WALL LOlMR. REFER TO DETAIL 41/A-T-9.4 LEGEND PtRFO!m m sam ~ oo«MIE IIDCK, COOII! 1 -COO!. GII\Y ii ii CCNCRm !lllCI(, COOlR 2 -~ CCNCRm lllOCI(. COOlR 3 -IIIIICIII' KEY MAP l!//1111111,, s I I I I THE. INCI.LIDEO OW.WINGS, SF'loClflCATIDNB, IDEM, oestGN&N,iD Al'IRN,GSMa,ITS~TttERE:BYNtiaArwllil-W..J. REMAIN. TI,E. PMOPERTY OF RRl4 ~ GIU.IP AND NO FWU THEREOF SHAL1. lili. COPl=D, DISC~ TD OTHE:;RB. OR lJSE.D IN. CONNECTION. WI.TI-f NW WORK OR P~E:CT OTHER THAN THE BPECIFIC PROJECT !'OR.WHICH TI-EV HA.~~ Pl,EPNIG)ANlOBIE:I..OPED WITHOUT TI-EWRrfl!:Pt<.ON86tlOFRRMDESIGH.GRCU!'. \IISUALCONTACTWITH THESE DRAWINGS OR SPECIFICATIOHSSHALL CDNSTITUTE CONCl.USIVE EVIOENQ: OF I.GCEPTANCE OF THE.SE RESTI.xl'TIONa SUBMITTAL OF TH~ DOCUMENTS FOR. ~UC AGENCY AE\/le!N SHALL NOT ae CQNBIIJERED A WANER OF ARM OESION GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGMT 2009 RRM is a California Corporation ~ f--' :::> m V) ~ < a ; --... ~ ! ~ I 'I ; Ii ii ~! z 0 ,= l 0 l'i in ~ ~ 0 -..J ... -0 0 N < (7) LI. < Ou z --'t, z ffl -.Q ~ th i: ~ ffl Q! () w >-~ ~ 0 0. 5 0 ·;:: wo ~o ,_ U) 0 I() ~N -LL. ;;'."' I □:i ;; September~. 2009 --1107570 .... A-C-5.2 (t) z 0 j::: ~ ..I w a: 0 ii w ~ r;1 -I S~EET fl.CITY OF~~CARISBADJjSHEETS I fO'r [ ENGINEERING DEPAR'TMENT r . 248' IMPROVEMENT Pl.ANS FOR: CAR!.SBAOJOff'ff FIRST RESPONDER TRAIMNG FACIUTY EXTERIOR ELEVATIONS UMMEJ? OWN BY: MH ~~~ MtttfN PROJECT NO. ! ' ' ' i ~ I ' l : ' I ' ' ' : j ' ' i i i 1 ' ' ' ,, ' I ' i i l ! : ' ' ! l i ; ' i ! ! I ; i '. ' ' I ; ' ' ,· ' ' ' ' ' ' I ' i 1 I ' ' ! ; i I C ' ; i ; ; ! I I ' ' ' ' ; ' i t i I ' : t ' f : ! ' ' I ; ' _,_._l-- : ! ' ' I ! I I ' i : f ' i ::I ! ' ' -:!· ~ -~-~$._ ' ' i ! ' ' I : i : i BUILDING SECTION BUILDING. SECTION T.O. CANOPY +43'-0" ~OTT 5th FlR SlAll A 05520.C, lYP. ----11+-~ 05580.B 05580A 05520.B OBSlRVAOON/ REP£U.ING D(CI( 00 03300.H, lYP. -~ 11485A,----H-+----OFFICE--t 03300.!!, lYP. -ttM [fil D ~-i------O:i:J'15A ...-+---06100.C 3:12 PITCH ,---07620.B F G T.O. PARA? +33'-0" ~TT 4th FlR SlAll--- ~--06100.C 3:12 PfTCIII ~-07620A (IYP) +13'-0" "'forr 2nd FLR SlAll o·-0· F.F. 05580A, lYP. -- 05580.B, TIP. L05580.B 05520.C, lYP. ----+1--tl+--, +30'-0" ~ T.O. PilRAPIT +23'-0" ~TT. ROOF DECK BOTT. 2nd Fl.R. SL\B ~cr-o· F.F. 05580A,--, 05580.B'--♦I 05520. 11485A,----H+------I--I OfFKI CID tMNG ROOM 00 ' fW.l.WAY 00 m m!NING 00 T.O. PARA? 03300.H, TIP. m·-o· BOTT. ROOF DECK$ r-f,f-03300.!!, TIP. .,. ,~,· ·:·;•;:,: ., .. ;'. .-:-.~ -•· .• :-~ ·::-.:,,.:.c•, ... ,.;,, _, __ •:.:·,·,;I..,~....-.. , ... ~ -~. -... ' ' +13'-0" BOTT. 2nd FlR SlAll $ 2 OlllOA 3 05500.G 05580A 05510A (IYP) 03300.B ------07620,B ,-----061100.C 3:12 PflCII 07620A (IYP) ' ..... * ... "'/,_'". ".i. ·i;,'.:.:,;,,;;.· ·/, .. :;_-:·;• '.'.i •,>' t" ~". - . :;. :.s; --~·-'.-\,-,.:'.~. ,, ·-~·.;.:-:-',:' ·,_;": --;:::.,:. -~ "'.'·,~··'.) ,'7-~~'--··.:c:,_;..:: ;;. \-~-="-. :;; .. ::,.;:' EtEC. PROP IJEJ 03300A m M!Nll [§], 13900.J BIDROOII . -,,, '□: 00 /'! &-102tOA 05400.C _ _ _ _ 05400.B (WHEREOCC!JRS) 03300.B .. _._,._ ·-~-"' {~it.J~;_ 13900.J 6 ';,-::_;; _:: :::f. --~Az:.i. -~ll~_t 03300.H, lYP. • ··''!'. ,.,:·- t½{i~ FIRE RISER Ofil 05580.B o·-o· FJ. 05400.C 03300.!!, 'M'. BEDR0(lf 00 05400.C 7 .-------07620A, lYP. 05580.B T.0. PARAPEf ±33'-0" BOTT ROOF DEC ±23'-0" BOTT ROOF DECK ::n""---oil810.B 03300.H, lYP. • 0'-0" F.F. SCALE: 1/8" = 1'-0" SCALE: 1 /8" = t'-o• GENERAL NOTES A. REFER TO SHEETS A-C-2.7-9 FOR ADDITIONAL FTRE TRAINING PROPS AND EQUIPMENT NOT SHOWN ON THESE DRAWINGS. B. REFER TO REFERENCED PROJECT SPECIFICATIONS FOR PRODUCT AND INSTALLATION INFORMATION AND ADDITIONAL COORDINATION REQUIREMENTS NOT SHOWN HEREIN •• C. COORDINATE CONSTRUCTION OF STRUCTURE WITH ALL DISCIPLINES: REFER TO STRUCT., MECH., ELECT. AND PLUMB. DRAWINGS, D. THIS STRUCTURE CONTAINS LIVE FIRE PROP SIMULA TORS. CONTRACTOR TO VERIFY AND COORDINATE All REQUIREMENTS OF PROP SIMULATORS MTH SUPPL YING VENDOR PRIOR TO BEGINNING OF CONSTRUCTION. E. CONTRACTOR TO ENSURE THE INTERIOR FLOOR SLABS OF THE STRUCTURE SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE TO SHOWN EXTERIOR WALL SCUPPERS. KEYNOTES DMSION 3 -CONCRITE 03300 CA'iT-IN-PLACE CONCRITE 03300A -CONCRITE FOOTIIIG. RITTR TO SIRUCTURAL PIANS 03300.B -CONCRITE SIAB ON GRADE. RITTR TO STRUCTURAL PLANS 03300.H -CONCRITE FLOOR DECK. REFER TO SIRUCTURAL PLANS DMSION 4 -MASONRY 04810 UNIT MA'>ONRY ASSEMBLIES 04810.B -CONCRITE MASONRY UNrr ~ (CMU): REFER TO STRUCTURAL DMSION 6 -WOOD &: PlA.)!IC 06100 ROUGH FRAMING 06100.B -FLAT ROOF BRulCH PROP: SEE DITAILS 3J &: 34/A-T-9.3 06100.C -PrrCflEO ROOF BREACH PROP: SEE DITAILS 31 &: 32/A-T-9.3 DMSION 5 -MITAI.S 05400 COLO FORMED MITAL FRAMING 05400.8 -CEILING FR>IMING FOR BRu\CH OPENING: REFER TO DITAR. 51/A-T-91 05400.C -CEILING ffi6MING AT CMU WALL: REFER TO DITAIL 41/A-T-91 05500 MITAL FABRICATIONS 05500.G -lARGE TI-IRU-WALl BREACH PROP: REFER TO DITAIL 13/A-T-9.2 05510 MITAL STAIRS 05510A -METAL STAIRS W/ UGIIT WEIGITT CONCRITE TREAIJS 05515 LADDERS 05515A -SHIP LADDER ACCESS TO ROOF IWCfl. RITTR TO DETAIL 32/A-T-91 05520 IW4DRAII.S AND RAILINGS 05520.B -42" HIGH SWING GATE. RITTR TO DETAIL 12/A-T-9.3 05520.C -METAL PANEI./SCREEN. RITTR TO DITAILS 13 &: 24/A-T-9.4 05580 FORMED MITAL FABRICATIONS 05580A -PERFORATED METAL SCREEN. REFER TO DETAIL 34/A-T-9.4 (SIMILAR) 05580.B -METAL rANOPY. REFER TO STRUCTURAL PlANS. DMSION 7. -TI-IERMAL ANO MOISTURE PROTECTION 07620 SHEET MEfi\t FLASHING ANO TRIM 07620A -MFJAL PAIW'Ef rAP Fl.ASHING. REFER TO DITAIL 51/A-T-9.3 07620.B -ROOF f'L!Sfl!NC AT EXHAUST FAN. REFER TO DETAIL 41/A-T-9.3 DMSION 11 -EQUIPMENT I 1400 FlRE TIIAINtNG EQUIPMENT 11485A -' FIBERGIASS MANHOIE ASSEMBLY: REFER TO DETAIL 24/A-T-91 DMSION 13 -SPECIAL CONSfRUC!lON 13040 HIGH TEMPERATURE LJNING S'l'STEMS 13040A -HIG!! TEMPERATURE LINING SYSr£M ("PADGENITEj. RITTR TO 32/A-T-9.1 13900 STRUCTlJRAL ll'IE FIRE TRAl~ERS 13900.F -ll'IE FIRE TRAINING omCE DESK PROP 13900.J -LIVE FIRE TRAIMNG COMMERCW. ELECTRICAL PANEL PROP KEY MAP "'''"'''''' s I I ., THE !NCUJOED ORA.WINGS,. SPECIF~TIOtilS. ~ ElESIGtil&-"10 tPRNIGCMENT&REPRESENTECI T1-IEAEBV AA£ ANO SMALL FIBMIN THE.PROPERTVCFRAMOESll3MO~P4NDMOPAR1'THEREOF.SHAI..L 8E COPIED,. DISCU)SED TO On-tEAS CR IJ8EO IN CONlolSCTICN WITH MIVWORl(OI\PROJECT OTHE~ THAN fj,jl!_SPE£;1FIC PROJECT FOkWtllCH.nEVl-!AllEBEEN~ANDEIE',l=LOPliOWITHOUT THE WRITTBICONSENT OF RAM DESIGN, GACUP. VISUAl.cotlTACT WITH n!ESECRAWINGSORSPEClF~T.ONS.SHII.Ll,-<XlNmTUTECOICCUJSNE E\IIOEHCEOFACCSPTANCEOFTHESE:RESTRICTIOMS. SIJBMlrTAL.<lf' nteE DOCUMENTS 1-0RP\ISUCAGc.NCY ~VIEW SHALL NOT ~ CONSIDst.Sl A WANeROF RRM OESIGN GROUP'S RIGHTS,. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Caflfomia Corpot ati0t 1 ':i :::, co ~ • --NI i; 0 -' --0 ON <C en LL.< Oo z .~ -,, z l1S -.Cl ~.!!! ~:a ~ 0 w >-0 l1S z ,: Oc Q. 0 th·-w .. cco ,_ g ,,, IC) CC N -LL. September 9. 2009 tt!l'757!).I\.C.' Bui~ S&aU&ifwlj --1107570 .... A-C-6.1 0) z 0 j:: :x1 II) C, z 0 -' :::::, Cll [sHEErll CITY OF CARISBAD l[SHEETSI ~ -ENGINEERING OEPARlMENT _ 248 IMPROVEMENT PUWS FOR: CARLSBAD JOINTFTRSTRESPONDER 1RAJNfNG F'ACfl.JTY BUILDING SECTIONS I j ' . ' i ' l ' ' ; i i l ' ' ' ' ' j ' ; I . ! ' i ' ' i : I ' ' I ' ' . ' . j ' l -' ' ' ! ( ' ; I ( I : -,,-,,. ._,. 1. 2 ~30• -0" FIAT ROOF' l'R(IP T.O. PARAPET +23'-0" "oorr ROOF DECK BUILDING SECTION BUrLDfNG SECTrON 3 ~-----07620.B--~ ~-----06100.B flAT ~--06100.C J:12 PITCH 07620A (!YP) 6 ' . ,~ ...... ,;.,:·:_.;. .... ~-_;:::, ,.,·::"~i,-,>.·a:··_:, ,:: .. "/:.~---:r . .,_~;;1 ·-... ,,.;.~~ C •-_·. ~:~, • ;•)·,· , •• , ;:· :-; --:: .. ~•--. ·,.-J.,-:;_._, .. -,-;,_-,;.,'.·.:;. :'-.;~:,:;,,~:::.t-:~ :_ .. ,·:·;>,: ..... j / !/ k I \ \ l I -J Ol'[N ~ 00 ),-r V ~ I \ ' ' I I ' , L " ··• ·;, ',.,~· ::;.~~-~:-~:.,: • ~-,.;_,.;· .•• : ;: ·; ·: ;.-:: '. "' • · ·'."" -~· ;c·_;, :;:; •,~ • .,:··:'.;. ·• . .,"-;.~, ·;. ·~:.-, ,;. ;, ':'_:·~:::i, :. ~-. .'~: , ,.._;: ;;,~· .:' • _-,:·J -~.· ,;:::.:: ;,..;: .. FIRE RISER [@] OJJOOA RErAll 00 / 05400.C OJJOO.H, 1'/P. RETM. PRO!' EtMPMENr [J[] [][] .... ,. ~t~~:: ~--·. :~;t~~~ 00300.B 05400.B {YfflER!: OCCURS) 13900.D 7. ~----or·620A, 1'/P. ~+---04810.B, 1'IP 1J040A (!YP) ·,/· +38'-o" $ T.O. PARAPET +34'-o" ROOF$ 03300.H, lYP. ±'11-0- BOTT ROOF DECK +1J'-o· BOTT 2nd FLR SIAS$ 083J1.B 0 I co 0'-0- F.F. SCALE: 1 /8" = 1' -o· j 1 I A. B. C. D. GENERAL NOTES REFER TO SHEETS A-C-2.7-9 FOR ADDITIONAL FIRE TRArNING PROPS AND EQU1PMENT NOT SHOWN ON THESE DRAWINGS. REFER TO REFERENCED PROJECT SPECIFICATIONS FOR PRODUCT AND INSTALLATION INFORMATION AND ADDITIONAL COORDINATION REQUIREMENTS NOT SHOWN HEREIN .. COOROINA TE CONSTRUCTION OF STRUCTURE WITH ALL DISCIPLINES: REFER TO STRUCT •• MECH., ELECT. ANO PLUMB. DRAWINGS. THIS STRUCTURE CONTAINS LIVE FIRE PROP SIMULA TORS. CONTRACTOR TO VERIFY AND COORDINATE ALL REQUIREMENTS OF PROP SIMULA TORS WITH SUPPL YING VENDOR PRIOR TO BEGINNING OF CONSTRUCTION. E. CONTRACTOR TO ENSURE THE INTERIOR FLOOR SLABS OF THE STRUCTURE SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE TO SHOWN EXTERIOR WALL SCUPPERS. KEYNOTES OMSION 3 -CONCRETE 03300 CA'iT-IN--PlACE CONCRETE 03300A -CONCRETE FOOTING. REFER TO STRUCTURAL PlANS 03300.8 -CONCRETE SLAB ON GRAfJE. REFER TO STRUCTURAL PlANS 03300.H -CONCRETE flOOR DECK. REFER TO SIRUCTIJRAL PlANS DMSION 4 -IIA.50NRY 04810 UNIT M~ONRY ~BUES 04810.8 -CONCRE!E MASONRY UNIT SYSTEM (CMU}: REFER TO STRUCTURAL DIVISION 6 -WOOD t!: PIASTIC-- 06100 ROUGH FRAMING 06100.ll -FlAT. ROOF 8RfACH PROP: SEE DETAILS 3J t!: 34/A-T-9.J 06100.C -Prrcl!EO ROOF 8RE.\CH PROP: SEE DETAILS 31 t!: 32/A--T-9.3 DMSION 5 -MITALS 05400 COLD FORMED METAL FRAMING 05400.B -CEIUNC FRAMING FOR BRE.\CH OPENING: REFER TO DETAIL 51/A-T-9.2 05400.C -CEILING FRAMING AT CMU WALL: REFER TO OCTAIL 41/A-T-9.2 05500 MCTAI. FABRICATIONS 05500.G -lARGE THRU-WAU. BR~CH PROP: REFER TO DETAIL 13/A-T-9.2 05510 METAL STAIRS 05510A -METAL STAIRS W/ llGlfl' WEIGHT CONCRETE TR~OS 05515 lADOERS 05515A -SHIP LAOOER ACCESS TO ROOF HATCH. REFER TO OCTAIL 32/A-T-9.2 05520 HANDRAILS ANO RAILINGS 05520.B -42' HIGH SWING GIITE. REFER TO DETAIi. 12/A-T-9.3 05520.C -METAL fWJEl/SCRITN. REFER TO OCTAILS 1J t!: 24/A--T-9.4 05580 FORMED MCTAI. FABRICATIONS 055BOA -PERFORATED METAL SCREEN. REFER TO DETAIL 34/A--T-9.4 (SIMILAR) 05500.B -METAL CWJOl'Y. REFER TO STRUCTURAL PIANS. OMSION 7 -THERMAL AND MOISTURE PROTECTION 07620 SHEET METAL FI.A.5HING AND TRIM 07620A -METAL PAIW'Ef Cl? FLASHING. REFER TO OCTAIL 51/A-T-9.:J 07620.8 -ROOF FlftSHING AT EXHAUST FAN. REFER TO DETAIL 41/A--T-9.J -OMSION 11 -EOUIPMOO 11400 FIRE lRAINING EQUIPMEN!' 11485A -FlBERGIA'iS MANHOLE A.5S£MBLY: REFER TO OCTAIL 24/A--T-9.2 DMS!ON !3 -SPECW. CONSIRUC110N 13040 HIGH TEMPERIITURE LINING SYSTEMS 130-tOA -HIGH TEMPERATURE UMNG SYSTEM ("PADGENITE"). REFER TO 32/A-T-9.1 13900 STRUCTURAL LIVE FIRE TRAINERS 13900.F -LIVE f1RE TRAINING omcr DESK PROP 13900.J -LIVE FIRE TRAINING COMMERCIAL El£CTRl~l PANEL PROP KEY MAP ''''''''"''' s SCALE: 1;a· = 1·-0· I 21 I I ------- I IMPROVEMENT PLANS FO/c Tl-lE INCl,.UDED DRAWIMGS, .QPECIFICATIOM&, IOeAS, DESIGN&ANO tAR.vlC:=MFHTS REPRESalTFO TMFRE!BY AIIE.U.O 5"AU. REMAIN Tl-IE PROPER.TV OF RAM llESIGN. GIIOUP NiG tilCl ~T THl:REOF SHAU, &EOOPIED,018Cl.OSEDTOOTHERSOA.VS&DIN.CClNECTIOtl.WlTH NIV WORM. OR PMJecT OTHER THAN THE S,,E(;lFIC PROJECT FOR'M-ilert"l11EV/'IA\fESEENPREP>t,RECANOCE\IEI.QPEOWITl10J.lr THEIIIIRITTetl.CONSEKTOFRRt,t~IGMG!tOl.P. VitiU,<,LOONTACT'MlH Tl1SSE OAAWINGS ORSPeCIFICATIO!r16 81-W.l. CONSl'l I UTE 00NCL1JSNE B/ICENCc.OFACCEPTANCEOF1Hli:SS.RcSTRICTICNR. SLJIIMITTALOF ~ OOCUMl=NTS ~OR PUBLIC:: AGENCY REVlEW SHAU. NOT !Ha CONSlCE:RSJ A WAIVER. OF RRM DESIGN. GROIJP'S Rl~TS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomia Corporation --- '-..J ::, m (I) < • -; ~ " ~ Zi I I if ;§ 11 ;i Septemt,.,.. 9. 2009 .2 Bulfdl,"' -.... dwg fl) z g u w "' 0 z Q ..J ::, Ill --1107570 -~--.... - - CARLSBAD JOINT FIRST RESPONDER TRAINING FACIUTY BUrLDrNG SECTIONS D : MH I PROJECT NO. I DR~~~1 NO. CHKO BY! MH/RM _ zcer; .,,,-,- RVWD BY: · DI . ' I i ' i -_J ; ' ' ! I ' i ' i i i ! ' ' • i ! DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE SIZE TYPE i----.;:D-=E:..:.Tc..:A-=IL:...,._ __ .j.._ ___ --l MARK WO HGT MATL GLAZING MATL HEAD JAMB SILL SET NO 1 6-0 7-10 HM , ALUM K HM -P008 2 3 0 7-10 HM --F HM 22 A-T-8.1 23 A-T-8.1 P012 3 3'-0" 7'-10" HM D HM 32 A T 8.1 33 lt-T 8.1 --P014 4 3 -0 7-10 HM --B HM 32 A-T-8.1 33 A-T-8.1 --P003 5 3 -0 7 10 HM -E HM 32 A-T-8.1 33 A-T-8.1 53JA-T-8.1 P001 6 3'-0" 7' 10· HM F HM 32 A T 8.1 33 A-T 8.1 --P012 7 3"-0 7' 10 HM 8 HM 32 lt-T-8.1 33 A T 8.1 -P003 8 3-0 7 -10 HM -D HM 32 A-T-8.1 33 A-T-8.1 --P014 9 3 o· 7'-10" HM A HM 32 A-T-8.1 33 A-T 8.1 P004 10 8-o· 8-o· MTL C MTL 11 lt-T-8.1 12 A-T-8.113/lt-T 8.1 041 11 3 -0 7'-10 HM -H HM 22 lt-T-8.1 23 A-T-8.1 --P012 12 3 -0 7-10 HM G HM 32 A-T-8.1 33 A-T-8.1 53lA-T-8.1 P002 13 3 -o· T 10· HM I" ALUM L -----P007 14 3 0 7 -10 HM D HM 22/A T 8.1 23/A T 8.1 P014 15 3 -0 7-10 HM F HM 22iA-T-8.1 231A-T-8.1 P012 16 3 -o· T-10· HM I" ALUM L ----P007 17 3 -0 1-10 HM -F HM 22 lt-T-8.1 23 lt-T-8.1 --P012 18 3 -0 7-10 HM M HM 32 A-T-8.1 33 A-T-8.1 --P002 19 3 -o· T-10· HM Q HM 32 A T 8.1 33 A T B.1 P006 20 3-0 7-10 HM -M HM 32•/t-T-8.14 33 A-T-8.1 -P002 21 3 -0 7 -10 HM -F HM 22 A-T-8.1 23 A-T-8.1 --P012 22 3-o· 7-10" HM D HM 22 A-T-8.1 23 lt-T 8.1 P014 23 3 -o• 7 10· HM --B HM 32 A-T-8.1 33 A-T 8.1 P003 24 3 -0 7 10 HM --H HM 32 lt-T-8.1 33 A-T-8.1 --POQ.l 25 3 o· 7-10· HM --F NOTES REFER TO DETAIL 51 IA-T-8. 1 REFER TO DETAIL 44 A-T-8.1 REFER TO DETAIL 52 A-T-8. 1 REFER TO DETAIL 41 A-T-8.1 LOWER LOWER REFER TO DETAIL 24'A-T-8.1 REFER TO DETAIL 41/A-T-8.1 26 6 -o• 7 10" HM • ALUM N HM -- -- --P009 ~t=j2f1==~3~-!o::~1~j1ot±=jH~M==t==~~~==t=jDt=±=jH~M==b3ii'lf,AE-Tt-]s.;i:1t33~~A~T~~8.~1 ==~-~==t===jP~o1~4====±================j 28 3-0 7-10 HM --8 HM 3' lt-T-8.1 33 A-T-8.1 P003 1-~2;:-9-i-,3,..-..;;0"..+,7~-..,.10,;,'"+-..,Hc':M-f------_-+-~F-+-..,Hc':M-l-'2,3-;2 A-T-8.1 23 A-T-B.1 P012 30 3 -0 7 10 HM -F HM ., A-T-8.1 23 A T-8.1 P012 31 3 -o· 7 10 HM D HM 3' A-T-B.1 33 A T-8.1 --P014 32 3 -o· r-10· HM --F HM 22 A T 8.1 23 A T 8.1 --P012 33 6 -0 , -10 HM ,-ALUM O MTL -- -- --P015 34 3-□· 7-10 HM D HM 22/A T-8.1 23/A-T-8.1 --P014 35 6-0 -10 HM ,-ALUM O MTL -- -- --P015 36 3 0 10 HM --F HM A-T-8.1 2:1 A-T-" --P012 37 3-□· -10· HM D HM 2ilA-T-8.1 23 A-T-8.1 --P014 38 J' o· 10" HM --F HM ,,., /t-T 8.1 23 A T 8.1 --P012 39 3-0 -10 HM -F HM 32 A-T 8.1 33 lt-T-8.1 --P003 40 3' o· -10· HM -G HM 32 A T 8.1 33 A-T-8.1 531A-T-8.1 P002 41 J'-0" -10" HM -B HM 32 lt-T-8.1 33 lt-T-8.1 --P003 42 3 0 7 10 HM --H HM 32 A-T-8.1 33 lt-T-B,1 --POQ.l 43 3· o· 7-10 HM --D HM 22 A-T-8.1 23 lt-T-8.1 --P013 44 6-0 7 -10 HM --F HM ------P009 45 3-0 7-10 HM --E HM 22 A-T-8.1 23 lt-T-8.1 SJIA-T-8.1 P011 46 .;·-o· 7-10" HM HM 3.2 A-T-8.1 33 lt-T-8.1 --P003 47 3'-0 7"-10" HM --D HM 32 lt-T-8.1 33 lt-T-B.1 --P014 48 3-0 7-10 HM --B HM 32 A-T-8.1 33 lt-T-8.1 --P003 49 6' o· r-10· HM P HM 32 lt-T-8.1 33 lt-T 8.1 53/lt-T-8.1 P010 50 3-0 7-10 HM --B HM 32 A-T-8.1 33 lt-T-8.1 --P003 51 6-0 7-10 HM --F HM 22 lt-T-8.1 23 lt-T-8.1 --P009 52 3"-0" 7' 10" HM O HM 32 lt-T-8.1 33 lt-T-8.1 --P014 53 3"-6 T-10" MTL --J MTL --- --SEE SPECS 54 3 -6 7 -10 MTL --J MTL ---- --SEE SPECS r ., H.D. SLIDING PATIO lYPE DOOR H.D. SLIDING PATIO lYPE DOOR REFER TO DETAIL 41 fA-T-8.1 LOUVER NON-POWERED ELEVATOR DOOR NON-POWERED ELEVATOR DOOR I DOOR TYPE ELEVATIONS 3'--0" .. 7 llfAOOOlT lOCK7--J--- FOOCEDIIRI' • _::;:,,- DrncE: B'f V \'ENIJOR__..... A 'lo I '!n .. _,8'-0" 7 J ...JJ" .. 7 IJE:AIJOOLT v· LOCK_..., BRUSH tlUI 'Vllr\,_ -:..-1 .I ' r 1'-6" B 'lo I '!n C YI :,:: SCALE: 1/4" = 1'-o· 11 I BRUSH ~~DIIlllilL-_I r 11°-6"1 D fORCIBl£ DIIRI' HOllOYI MFJAL OVERll£AD COILING DOOR HOllOYI MEl'Al 3'-0' .. 7 00000!.T / LOCK_..., R~-~ "° : i E HOllOYI MITAL 3'-6' .. _, 8'-o· 1 EXPOSED CMU / HOO & .IIMB_,.( S'ID StlOING ~ DOOR-.... -~ J ELE.VATOR DOOR • I 6" 6' -- 8, o· "" - t-o· -,t,J,J<.:'.-=....,N'-I X" flXEl) oil.UM PIATE .............. ............. ............ · .............. :::::::;;:,::. ·-·-•-•:.•:.-.•:.•::: .............. .............. ........... ,,. .............. . -.. -.·· .............. ~ ........ _ ......... _ .......... __ .. ---~ N PIO!.I.OW Mrnl/SlllREFRONT J ...JJ" .. 7 F HOllOYI MEl'Al 3'-rf K OOOR LOUVER_/ G 2·-0· fl HOllOYI IIITAl r-o· ' I HOllOW MEl'Al(SroREFRO X" flXEl) Al.Ult PIATE . ....... ,, .. . L, ;. ..... ,, ttt?t ............ 0 J'-o' !. f t-0' -,t,J,J<.:'.-=....,N'-I .'.'.'.'.'.'.'.'.·.·.'.'.'. ::.-'....£:•:-:-:.:-::_- [Cc:::!!'.; ' ;~',;: I . FIOl.l.OW IIEJAL SI.IDlNG 'lo 3'-o· llfADBOlT toCl(r-----L ..... DrilDBOI.T PROP -: ] REFER TO OFJM.-1----'1- BRUSH BOTTOM"-. '!.t-1 I ' r 1'-6"1~ . "1 "! H DE'AllllOL T PROP J'...JJ" !. f 2'...JJ" _,B"-0...Jd.l~~j,... I 'lo -c:., X" F1XEO L, ~'.:::: . 1..;:i At.UM PIATE__...., __ L .............. .............. .............. .............. HOllOW MfJAljSroRfJRON p HOllOYI IIEJAL • 3'--0" .. 7 DOOIIOLT V LOCK_..... M HOllOYI MITAL • _,8' ...JJ" 1 J-o' .. 7 'lo -c:., DfMJBOI..T LOCKr--J_--'lr - Q IIAMMltl: OOOR A. B. 201. GENERAL NOTES FOR INSTALLATION OF SPECIALITY DOOR EQUIPMENT, SUCH AS FORCIBLE ENTRY DOORS AND BREACH PROP DOORS, CONTRACTOR SHALL COORDINATE EXACT REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION OF THE DOORS AND FRAMES. CONTRACTOR SHALL COORDINATE THE INSTALLATION AND OPERATION OF NOTED CARD READER ACCESS DOOR mTH THE ELECTRONIC ACCESS CONTROL CONTRACTOR AND ELECTRICAL CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION. KEYNOTES KEYNOTE ~ l:a=lr-\lllll_LF Q (~ s LEGEND KEY MAP I Ii ' - I I ··■-------------•• • • 0 #C1 -5/31/:,on ™ElfolCUJDEDDRAWIWGS, &PSCIPICATio..s, 10E!AS, DE&IGll&NoO ♦Rf¥MG84';NTSR£PAese(TE0 TW.EIU;S'I' AREANO SHA..&."™ THi.Pt«JPSRTY OF RRM lli,SIGJ,I GRQ.IP AND frlO PAAT THli:REOI-SI-W.L BE COPiaJ, IJISCLOBE[) TOOTtlcRo>OR.uaEll IN.CONJICCHON WlfH AHVWORK.OH.f>RQJECT OTHEH TtWil l"I-IEtlP~flCPRW&CT FOR WHICH THEY HAilE BEEN.PREP!t.REOAND DEVELOPED WITHOUT THE. WRITTEN.COIIIIBroT OF RRMDESIGN GROI..P. VISU,,\L COHTolrinT WITH THcSE OAAWlolGS.OR 9FECIFICATIOIIIS 9HAL~ OCMIToTIJTE COtiiCI_USNe E\IIOEh'CE Of ACCEP'l"ANCeOF nESe RESrRICTIONB,. 91J.81,llTTA!. OF TI-IESE DOCUMENTS FOR PUBLIC AGE"l:Y RE'llll!W S~ NOT Be CONSIDERED A WAIV&.R OF RN.t DESIGN GAOVP'S RIGHTS, RRM DESIGN GROUP COPVR!G"1T 2009 RRM is a Callfomla Corporation .............................. r! ~1 --... LL Septembef" 9, 2009 w -' 5 w :c ~ De g ..., 11IJ7570.A.C.ll.1 lloor -le.dwg "' --1107570 ~ HEr ~ • : >-i ------~ +-------~··-------------~.------'---------------------~-------------------------------------'------------'-------------------------"-------------------------1- fsHEETl J CITY OF CARISBAD 11 SHEETS J ~ . ENGINEERING DEPARTMENT . 248 IMPROVEMENT PLANS FOR: i ' ' ' I f • ; . ' t ! l I l ! ~ ·; , , I . ' " --- ----,--. -· -.. ----j ' ' l , -CARt.SEW>JO/fff FIRSTRESPONDERTIWIV/NG F'ACI/JTY DOOR SCHEDULE ---~Wl'#--~MUMM£R -, - ·---· DEPUlY CllY ENGINEER PE 28176 EXPIRES Jfl'I /10 OWN BY, MH I CHKD BY: MH./RM RVWD BY: DI PROJECT NO. .~$· ! ' ' ' ! ! ' . I ' i ( i f ! ; ' ' i l I ; I ' i i . I l i ! I t ' ' ! ' i ' ' : ' I I ' ' i : I f I \ I ; I l ' . ' ' ! 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' 4 __ t I • I : ; I i ' i i ' . ·' ' + .. ---- ' , • , I ' ' ' ' I ' :- i ' MARK 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 SIZE WIDTH HEIGHT 10·-o· 10-0 10-0 10-0 3' 4'" 4 0 3-4 4-0 3 4· 4 o· ;:r-4 4-0 8 0 8-0 8 o· B'-0 8 0 8-0 10-0 8'-0'" 3-4 4-0 3 4 4-o- J-4" 4'-0 3-4 4-o· 3-4 4'-0" 3-4 4-0 6'-0" 4·-0· J'-4 4-D 6"-0" 4-o· s·-o· 4-0 3-4· 4-o· s·-o· 4-0 3-4 4-o- 6'-0 4-0 10 0 s-o- 10-0· B-0 3-4 4 o· 3'-4'" 4'-0 10-0 8-0 10'-0'" a· O" WINDOW SCHEDULE TYPE MATERIAL Head Detail Jamb Detail Sill Detail NOTES A H.M. 21 A-T-8.2 22 A-T-8.2 34IA-T-8.2 REFER TO DOOR SCHEDULE B H.M. 21 A-T-8.2 22 A-T-8.2 34/A-T-8.2 F H.M. 24 A-T-8.2 1 A T 8.2 INTERIOR LATCH ONE SIDE F H.M. 24 A-T-8.2 1 A-T-8.2 --INTERIOR LATCH ONE SIDE F H.M. 24 A-T 8.2 1 A T-8.2 --INTERIOR LATCH ONE SIDE I H,M. 24 A-T-8.2 12 A-T-8.2 --INTERIOR LATCH ONE SIDE J H.M. 21 A-T-8.2 22 A-T-8.2 34 A-T-8.2 E H.M. 21 A-T-8.2 2 A-T 8.2 34 A-T 8.2 REFER TO DO•'" SCHEDULE E H.M, 21 A-T 8.2 A-T-8.2 34 A-T-8.2 ,..r,....,.. ,..,.. ,.. .... ,.,..,. ,,..,,..,,--,.,,,1,,-- D H.M. 21 A-T-8.2 A-T-8.2 34 A-T-8.2 F H.M. 24 A-T-8.2 12 A-T-8.2 -INTERIOR LATCH ONE SIDE F H.M. 24 A-T-8.2 12 A-T 8.2 --INTERIOR LATCH ONE SIDE F H.M. 24 A-T-8.2 12 A-T-8.2 -INTERIOR LATCH ONE SIDE F H.M. 24 A-T-8.2 12 A-T-8.2 --INTERIOR LATCH ONE SIDE F H.M. 24 A-T-8.2 12 A-T-8.2 --INTERIOR LATCH ONE SIDE F H.M. 24 A-T-8.2 12 A-T-8.2 --INTERIOR LATCH ONE SIDE G H.M. 24 A-T-8.2 12 A-T-8.2 --INTERIOR LATCH TWO SIDES F H.M. 24 A-T-8.2 12 A-T-8.2 --INTERIOR LATCH ONE SIDE G H.M. 24 A-T 8.2 12 A-T 8.2 --INTERIOR LATCH TWO SIDES G H.M. 24 A-T-8.2 12 A-T-8.2 -INTERIOR LATCH TWO SIDES F H.M. 24 A-T-8.2 12 A-T 8.2 INTERIOR LATCH ONE SIDE G H.M. 24 A-T-8.2 12 A-T-8.2 -INTERIOR LATCH TWO. SIDES F H.M. 24 A-T-8.2 12 A-T-8.2 --INTERIOR LATCH ONE SIDE G H.M. 24 A-T-8.2 12 A-T-B.2 --INTERIOR LATCH TWO SIDES C H.M. 21 A-T-8.2 22 A-T-B.2 34/A-T-8.2 REFER TO DOOR SCHEDULE D H.M. 21 A-T-B.2 22 A-T-8.2 34/A-T-B.2 F H.M. 24 A-T-8.2 12 A-T-8.2 --INTERIOR LATCH ONE SIDE F H.M. 24 A-T-8.2 12 A-T-8.2 -INTERIOR LATCH ONE SIDE D H.M. 21 A-T-B.2 22 A-T-8.2 34/A-T-8.2 C H.M. 21 A-T 8.2 22 A-T-8.2 34/A-T-8.2 REFER TO DOOR SCHEDULE I WINDOW ELEVATIONS w t-0· SEE OOOR SCHEDULE t ·-0· ~ ,., I -,,.. HOllOW MFJAL SIOREFRONI' S'YS1rM 1° F1XED ALUMINUM PANEL "G!AZ!NG" . RmR TO DFJAII.S 21, 22 &: 34/A-T-81 w t-0· SEE DOm 2·-0· SCHEDULE 1j,< / I 1/,/ /'/, 1/✓ -½ ½ • / ✓ /' . / ·½ ./,:% 1/ ///· • ✓ 1/j 1/, ' /, / /1/, /. / / ½ 1/1/, -~ /./ 1//, , ~ / . . . /. C HOU.OW MEl'AL SIOREFRONT SYSIEM i" F1XED ALUMINUM PANEL "G!AZING"· REFER Tl) DFJA!l.S 21, 22 &: J4/A-T-81 w 2'-6" SEE OOOR 2'-6" SCHEDULE :c ,., I -,,.. '\,,. I ;., • -ff~ ~:;9 t/1' 8'.:1/, 1 ,,:, /, ,., ,,..✓/ ~I :% ·, / / ~-~ I ~I -,,.. . / ,, , 1/jl I 1/// "~ . / .· ,, ~ ✓;/, / ,. //.' '/ 'j /1/ '\ % ;., ///, 1/ E HOltOW MFJAL SIOREFROITT S'YS1rM !° f1XID ALUMINUM PANEL "GtAZ!NG" REfER TO DFJAl!.S 21, 22 &: 34/A-T-81 .. H w 2'-6" SEE OOOR 't -6" SCHEDULE , / , HOllOW MFJAl SIOREFRONT SYSIEM .. ¾" FIXED ALUMINUM PANEL "GlAZING" . REfER TO DFJA!tS 21, 22 ct 34/A-T-81 "" :c :c r w J r w ('" l !l HOllOW MFJAL SIOREFRONT SYSTEM r FIXED ALUMIN!JM PANEL "GlAZING" REFER TO DFJAIIS 21, 22 &: 34/A-T-8.2 D HOllOW MFJAL SIOREFROITT S'YS1rM !° F1XED ALUMINUM PANEL "GtAZ!M;" REfER TO DFJA!l.S 21, 22 &: 34/A-T-81 :c SINGI.E SWING MFJAL WINDOW UNrr W/ F1XED r ALUMINUM PI.A1E GtAZING (REfER TO DFJA!l.S 11, 12, 13 &: 24/A-T-B.2) -0· :c HOllOW MFJAl SIOREFRONT S'YS1rM . 1" FIXED Al.lJM!NUM PANEL "GtAZ!NG" REfER ID DFJAllS 21, 22 it 34/A-T-!!1 SCALE: 1/4" = 1•-0• :c -o· w G :c 'b I -,,.. ·-0· SINGLE SWING MITAL WINDOW tJNrr W/ FIXED !° ALUMINUM ?tAl[ GtAZING (REfER TO DFJAII.S Tl, 12, 13 &: 24/A-T-8.2) GENERAL NOTES A. MNDOWS SHOWN ARE TO HAVE ALUMINUM PLATE GLAZING IN LIEU OF GLASS. WINDOWS SHOWN ARE FOR TRAINING PURPOSES AND ARE EXPOSED TO TRAINING ABUSE. B. CONTRACTOR TO COORDINATE INST ALLA llON OF ALUMINUM GLAZING WITH WINDOW INSTALLERS PRIOR TO F ABRICA llON AND INST ALLA llON. C. CONTRACTOR TO COORDINATE DOOR UNITS WITH DOOR HARDWARE SUPPLIER AND INSTALLER PRIOR TO INSTALLATION. D. All HOLLOW METAL FRAMES AND ATTACHMENTS TO BE PRIMED AND PAINTED. FlXED ALUMINUM PANELS TO REMAIN FACTORY FlNISH. KEYNOTES 201. KEYNOTE LEGEND KEY MAP {{ff{/ft1t11, s I I I T.U.. INCWOED DRAWING&, OPECIFICo\TIOM&, IDEAS, OE81GH&ANO ~GREPRESENrEDTMEREBV4AENIO&W.L-RBMIN THE PROPERTY OF R!U.t. OEBIGN. IW'.IUP AND NO PART TttEREOF SWoLI,. ~COPIED,DISCl.flSEO TOOT1iE~ORUSEO IN~ION WITH AHV WORM OR PROJECT OTHER TI-iAN THE.SPECIFIC PROJECT FOR WrilCH THEY HAVE BEEN.PRE?II.AEOAMl DEVa0PetlWITiiOUT Tl,EWRITTENCOlt!IIENTOF RAMDESIGNGAOUP. W'lliWILCONTACT WITH Tkl:BEDRAWIWGs.O!UPECIFICA.TiOfoS&IW.I.CONSfllUThOONCW6NE l?.IIDENCE OF ACCEPTIINCE OF THESE FlSSTRICTlONI!. SU&WT tAL. OF Tl-lESE DOClJMENTS FOR Pl,lilUCAGE;NCY A=V!EW QW.L.NOT BE COMilDEREO A \IUWiiii;tOF RRM 1Jlo611GN. GROUP'S RICJMTa RRMDE~GNGROUPCOPYRIGHT2009 RRM Is a Califomla Corpt.,1ation ~ ~ l--l :::) m ~ ~ • H-++++++1--11 I ~I ~if . j" if :C September~. 2009 101570,t,C.82 __ ,..""" -1107570 w ..I ::::, 0 w ::c (.) ,,, ~ z == ~~1~c1 ENGl~IIII~~ D~PA~ENT -248 . · IMPROVEMENT PLANS FOR: CARI.SBAOJO!NT FIRST RESPONDERTRAIMNG FACILJiY WINDOW SCHEDULE . -· -·---·-"··-"-··-- f:R ~,-~-h> DEPUTY CITY ENGINEER PE 28176 EXPIRES J 1 0 DA TE DWN BY: MH I PROJECT NO •.. • .•. _.f DRA·· .... ·~ .... N.G,. N. o. ~Jg~~-· csd . -'\ -\ ------------/ -------;,' I ' ' ' ' ; I : i I ' ' ' i ' ' I ' ' ' i ' i i ' I I ! ! : l I . . ' ' ' ' I • I ' ' ; i . I ' : I I I i ' ' ' ' I I ' ' ; , r l i ' ' ' ' [ ' r I ' ! ------------. - l ' i ' i N 05500.J 05500.C-----+<~.__. 02930.A---H-..JII @---1-~ ~c--\'t--llr- CD 03300.F 13900,G,--.1 07631.B---...1-- 13900,G 10210.A, -+-+-\+------. • 13900.M1-f--1fl+ • 05500.Mr--+-e 05500.J.-t--~ 15300.A 2 49•-o· 04810.A lMll ROIN 00 gg([,t PR!F E'QlNNI' 00 t V 04810.A SIIIJI' ,)' 00 13900.L 05500,.,,__. 13040.A 1YP. 49•-o· ~ -----"lo{A 0 L.1--1----04810.B 1YP. '-I--+--03300,F 1YP. "--1,-1---04810.A ! 10 .,----t--+---04810.A -+-----® l!j!:±==--13040.A 1YP. 08331.D 3 0330(),,,___. ©---f- ©---+- 0)'1,,--- N CD 13900.H'----, 0763!.B:---, i·,/0 I) 0 ---zil I .--I-H'-1-1-H-HIDN I ~➔ I: ~ --'--------~ 033~B:----t-----/ ~ .+-f--04810.B (BELOW) 07631.B1----i::=-1-~;>,-----h~---+=t--~i~~0-7631.B --@ 0731! .A (BELOW)1-1---t------e I I -hf".-----+l----1----31..-+----© I 2 .3 49•-o· TriEcllriCI..UOEDORAWIMG&,.SPGt;;ll-lCATIOJilS,. IDSAli,, =GNSN«l NIR4kGEUENTS REPR£Sli;Nlt;D n-lEREBY ~ANU StW.L REMAIN TiiEPFIClr'ERTY OF RRM. llESIGN GFltO\.IP ANO NO PART THEREOF SHo\ll BECCli"IW. DWJI QSEO ro OTmaR5. OR USEO IN GDNNECTICIII Wfl'H l'N'f WORK OR PRQJl=Cl OTHER THAN THE.SPECIFIC PROJECT FOR WHIC.H. Tl1EY HAVE EIEEN PREPNIE}.Alldl DE\IELOPED \!WITHOUT rnE WRITTEN.CIJNBEl,IT OF RAU DESIGlil GAOUP. \IISllALCONTACt Wini THE6£DIVNl1NGS.alSPliOF.C.,,,TICHSSI-W..LCXIN!lTITUTEOONCUISIWi E\IIDEN,CE OF ACCEPl"AWCE.OF Ti.ESE ~CTIONa. 84.J ... ITTALOF THESE !lt'lCUMEr.TS FOR Ftl8UC AGENCY REVIEW SW.OW.. NOT 8E COltlSIDEREDA. WANER.OF RAM oes.GH GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM Is a Califomia Corporation ., ti ~ 'I--' => £D (/) ~ < • !; ' I I "' r; ;g if ~, ~o ..I ... -o ON < 0) LI. < s oo z -D,. -"C ii: z co 0 -.Cl 0 ~~ ..I LI. I-:a ..J ~o ~ w >-~ C co 0 z~ w 0 ... 0. C :c u, .2 0 w ... ~ ~o ,_ g ARCHITECTURAL FLOOR PLAN -FIRST FLOOR SCALE: 1 /8" = 1' -o• 1 ·1--+-1 ARCHITECTURAL FLOOR PLAN -SECOND FLOOR SCALE: 1/8" = 1'-o• 2 u, It) ~N -u. KEY MAP LEGEND KEYN TES e22»2222222a22;+ a· CMU WALL '"''''"'''' DMSfON 02 -SITE WORK 05500.M -PROTECTIVE BOLLARD: REFER TO DITAIL 31/A-T-9.4 02930 LANDSCAPING DMSfON 7 -THERMAL AND MOISIURE PROTECTION 02930.A -LA~PING. REFER TO LANIJSC\PE PLANS 07311 ASPHALT SHINGLES DMSION 03 -CONCRETE 07311.A -ASPIIALT ROOF SHINGLES 03300 CAST IN PLACE CONCRETE 07631 GlfllERS AND DOWNSPOUTS 03300.0 -CONCRETE CURR REFER TO CML PLANS 07631.B -TRAINING IJOWNSf'OUf. REFER TO OCTAII.S 43 ~ #/A-T-9.3 03300.F -CONCRETE SIDEWALK. REFER TO CML PLANS OMSION !l -DOORS ANO WINDOWS A. RITTR m SHEETS A-R-2.30 FOR ADDITIONAL FIRE TRAINING PROPS 03355 CONCRETE fl.DOR FINISHING 08331 COILING DOORS . . AND EQUIPMENT NOT SHOWN ON THESE DRAWINGS. 03356 B CONCRETE u•noENERS ~ """ERS. . !l REFER TO REFERENCED PROJECT SPECIFICATIONS FOR F'~DUCT AND OMS!O" 04 _ .... ~,.., · "'" JL.111. 08331.0 -MANll1'l Cf!AIN OPERATION · ROLL-UP DOOR. RITER TO [)()(JR SCHEDUtE . " Mt\JV"", OMSION 10 -SPECtAUTIES INSTALLATION INFORMATION AND ADDITIONAL COORDINATION 04810 UNIT MASONRY ~EMBLIES 10200 LOUVERS REQUIREMENTS. ( '-. C. REFER TO CIVIL PLANS FOR SITE WORK AND INFRASTRUClURE. 04!!!0.B -CONCRETE MflSONRY UNIT S'rSfEM CMU1. REFER TO S'IRUCTIJl?AL . 10210.A -THRU-WALL LOrNER. REFER TO OCTAIL 41/A-T-9.4 D._:COORDrNATt_COIIISTRUClTON_OFc.STRUClUREJ'lfTH_ALLDISCIPUNES· 048HrA -TflRl) WAll DRAINAGE SCUPPER: REFER TO DCTAIL 21/A-T~9.1 ________ 1_1,1D!!>MS""'!O"'-N'..JJ13,,.;-::..,,LSPECW.b>!!]!...,CONS'IRtlCTIO"""'"""'.,,,,,,,~------'~--· ~----,-~-,----;---,/--~----~ · .REFER TO STRUCT., MECH., ELECT. AND PLUMB. DRAWINGS. '------,.uM ... S""IO.,.N 05 -MEOO.S ·-. -. --------. --. 13040 HIGH TEMPERATURE LINING 05120 STRUCTU1W. STEEL 13040.A .,; HIGH TEMPERATURE LINING S'rSfEM l'!IAOG[Nrrr"I_ REFER TO 321A-T-9.1 E. THIS STRUCTURE CONTAINS LIVE FIRE PROP SIMULATORS. CONTRACTOR · 05120.A _ STRUClllRAL COLUMN. REFER TO STRUCTURAL PLANS \ '· "" 1 I' TO \ffilFY AND COORDINATE ALL REQUIREMENTS OF PROP SIMULA TORS OSSOO MEli''L r.,,.,,,.,.JIONS... 13050 SMOKE DISIRIBUTION S'rSfEM WITH SUPPL YING VENDOR PRIOR m BEGINNING OF CONSTRUCTION. tt "'°""'' 13050.A -SMOKE "!JMJ(" CONTRollEO GENERATOR UNrr S'rSfEM F. ARROWS ON PLAN INDICATE DIRECTION DF DRAINAGE. ALL INTERIOR 05500.C -o HIGfl PAINTID TIJBE STEEL FENCE: REFER TO orn1L 32/A-T-9.4 13900 STRUCT\JRJ\L LIVE FIRE TRAINER SLAB AREAS ARE TO BE SLOPED FOR POSITIVE DRAINAGE, UNLESS 05500.E -EXHAUST SIWT Fl.DOR OPENING: REFER TO OCTAIL 22/A-T-9.1 13900.G -LIVE FIRE TRAINING KITCHEN CONCfAIED FIRE PROP · ----~·--------"TT!ERWISE-NOTED:-CONTRACTOR""TO-DEMOIIISTRATE THE7NTERIOr-· -----~~----f3900.H---LJVE-nRE-TRAINING-MftSIIRllEDROOM PROP -----------1--- FLOOR SLABS OF THE STRUCTURE PROVIDE POSITIVE DRAINAGE m 13900.L -LIVE FIRE OOERIOR GAS Fl.ANGE PROP SHOWN EXTERIOR WALL.SCUPPERS BY FLOODING THE SLAB IN lHE . DMSION 15 -MECHANICIL PRESENCE OF lHE ARCHITECT AND OWNER. 15300 FIRE PROTECTION PIPING 12• CMU WALL .__I ___ G_E_N_E_RA_L_N_O_T_E_S __ _.I -s September 9, 2009 -2.1 Aroli-FloorF'lan.dwg --1107570 .... fs_Hml I er. TY oF-CARLSBAD_. I I SHEETS 1--~ .---E111GINEERING7lEPAR'TMENT. . . 248-- IMPROVEMENT PLANS FOR; CARLSBAD JOINT FIRST RESPONDER TRAINING FACIUTY ARCHITECTURAL FLOOR PLAN ' OWN BY: MH I CHKD BY! MHIRM·. RVWO BY: DI _ \ I ' / \ - ---.. ' I ' -----------! ! . I I i ! ' 1 i ' ' i 1 I ' ; j . i ; l ' . i ' ' ! i I i -' i : ! ' ' ' I ' ' I ; i l . I i j ' : i I i I ; I l ' ' i : l ' ' ' ' . ' . i ' ' i • j I ( I : ' I ' i, i D --.•. ,.. •,· ~ .. ~ B . C I "• ".,.[ J 'b r I ..... • c::, ;, I ..... ..... -• 00 I 'lo '.,\" ' ----. -,.•: .. 00 E-I 'b ..... ;, ...., s!. ---00 • .... .• -l ---- .... I ...., .... I • -.... -I r- 00 ~· .... I ...., 'b I 00 -• c::, ~ - - ~j • 49•-o· 4 (2) 25•-o· 1 3 I 16'-4" rt-a" rt-t . ro·-t 16'-o" I 10'-o" 5•-4• 1•-4• I -S-4" 4'-o" ,·-a· 3•-4• ?_'-18 4'-o' s·-o· I I f I -I \ 0 0 I J -_, '!o .I 0 I I .1& 00 I 'b ·' ~- •' I ~ 00 ' 0 ~ 'l,oi-.J ---I . _, :, 0~ I ~ ,.r ~ I I 0'\ I loo I !----~ I ~--------~ I - I-' I j:! 0 -~ 1-4" 2-0:'-1 4'-rt-o· 4'-0' • [:::, -I I M I '-'~l \ ' / • I 9'-4' -S-4" I 12'-0" I l'-4 1•-4• I • f.J t-8 / ;;;, I I '-• I I • ~-- I ~· / ~ --0 \ I .- ' -------- - !) •• rt-2· l 10·-2· 'S-4" 'S-4' 2 -o· • ,._ o• 10·-o· . 10-0· 16'-o' 1•-4• 16'-4" 26'-o' 6'-a" \) ~ !) ~ 49'-o" DIMENSION FLOOR PLAN -FIRST FLOOR ' i I ; I j i I i I j ' I . I l ! ; r . ' T~-~- T~ , ________ ---- I • ; ; .. ' . ! ; I • r ; I • ' . ; ; I ; ' . ------■--- KEY MAP I //////////ff/ s I PdW2222222222d 8" CMU WALL t2• CMU WALL LEGEND .... I . @ -00 I . 'b I ..... .... • c::, I I .,, ..... -.... I ;,,, ' • .... 00 I I ·-.... ;,I; .... I ;.... I -~ -;., '!.5 .... I ...., 'b 'l,o I 'l::, I ..... I 'lo ..... -.,., 'l,o I ..... 00 I ® . ~ 'b I ... 00 - .... I ...., ,® 7' 'b I • ..... _c::,_ -------·@ -..... -- SCALE: 1 /8" = 1• -o• I ---- 1 A. B. C. D. 'b I b - '!,c, I ..... 'b I ..... f frt-4' r • 49•-o· (2) 2rt-o· 8'-8' 3•-4• 4'-0' 7'-4' t'--4" I V 3 I f7'-4' 4'-o' rt-o' 4'-0' 1 I t-o• lYP. 2'-0' 00 I 'b I ..... .... I ...., THE IMCI..UDEO CQMV1NGS, SPE,CIFIC4.Ti0Wl. [)EAS,, OE81Gli1SAND ARRAWGEM£NTS REPRESENTEll THEREBV ARE Alllll BI-IAU. REMA11i1 THE PROPEfl.lY OF RRtil OESIGN. GROUP~ NO PAAT THEREOF SHALL B£ COf'IEO. lllSC!.OSED TO OTHERS OR USED lltl COMECTIOltt W!TH AtfV WORK OR PROJECT OTHER T,!AN THE SPEClFIC PROJECT FOR WHICl-1 Tl1EV HA.\IE BEEN PRE?AIU:OANO llEltlEl,.OPED WITHOUT THEWRITTENCOloaBiTOF MMDalGNGAOUP, \11SUALCU,fTACTWITH 'nt&SEDAAWINQSOF\SPtiCIFICATiO/olSSIW.l.cm.smi.rra.CONCWSIVE E'IIIDENCEOf'ACCEPTANCEOFntESERES'IRICTIONS. liU~TTAI.OF TH=SS. OOCl.lMENTS FOR Pl,IBUC ~ NEVIEW SHALL NO f 111:a CON.SID~ A W/IIJ\/Elt OF RRM IJloSIGN. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomia Corporation ;, -~,,,--,:---~•·I...:, p,~-.,__.,._,, __ , ...... ~ -~~ ~,., ... _.......,~, ..,~~-' ........... , ... ..... '!,c, ,-, I ~~-i-00 ____ _L_ ______ . ----W • ar I ..... ·' ,.,,f"'lo---11----------l.- "' ·' -~--1------..... .... ...., 10 I ~-1---J-~.:tJ--__;_"'--'tr B'-a" '!,c, s!. e)-,!,4]~~-l------+=~~===~~~=~R==-=!--1----::.i...----+Ce 'b I 00 - ~- ~1-Z:o"I------ I I J 'b I 00 - 'b I ..... C 'b )-'--'l,-~~-t------1-71"+-+---+!---+--rt-----'HC I '!::, I ..... I I -,,,.. 1-t----~ --1 21•-4• 16'-4' 26'-o" rt-a· N DIMENSION FLOOR PLAN -SECOND FLOOR GENERAL NOTES -- ALL DIMENSIONS SHOWN ARE FROM FINISH FACE OF EXPOSED CONCRETE MASONRY WALL SURFACE. FOR ADDITIONAL IN FORMATION, REFER TO THE STRUCTURAL PLANS. M-IERE CONFLICTS ARISE IN DIMENSIONS, THE STRUCTURAL DIMENSIONS SHALL GOVERN. UNLESS OTHERWISE SPECfFIED, SURFACES ARE TO BE SMOOTH AND UNINTI:RRUPTI:D • IT IS INTENDED THAT OPENfNG DIMENSIONS AND WALL SEGMENTS ARE TO BE. OF BLOCK MODULE DIMENSION LENGTHS TO THE GREATEST EXTENT POSSIBLE. I KEYNOTES 201. KEYNOTE I!! ~ ;§ 'f--' => CD Cl) ~ < • ii I ; ! a; 11 ~i I ~, ~ 0 -..I .... -0 (,,) N < 0) I.L. < Oo II) z z ~ :s -"'C-z 113 a. -.0 ~ It: fl) 0 -... 0 I-113 ... a:: (,,) LL. z w >, 0 ~~ (/) z Oc w Q. 0 :;; ti) ;:: 0 wo a::: 0 ... U) SCALE: 1/8" = 1'-0" 2 u, It) I:!:: N -u.. -&t [m if September 9, 2009 1107570 -2.2· _,_sHEE_r.1-c1rY-oF CARI.SBAD-fSHEETS I ·-to7 ENGINEERING"DEPARlMENT 248 IMPROVEMENT PLANS FOR: CARLSSAD JOlrlT FIRST RESPOl«JER TRAIN/IVG FAC/1.JTY orMENSrON FLOOR PLANS PROJECT NO. ~-I D~1NO. : l ' ; i ~ '' I I I l ' I' I'. i ' ' ; ; ' , I I ( ' ' ' ' I I I I I ' ! I ' ' I ' I ' ' ' ! ' i l ' ' ' , ' ' ' I i ' r' ' ' ! ! ' , ' ' ' ' I , ,,. ___ _ r- -=t-~ ' i ; r ©-- ©--- D N 49'-o" (D 07631.B--~~ 16500A---+-o 05500.B---1..., 05500.B--. • OJ356.B (!YP·J---~ 16770A--- 13050A--- !Mil ROOII 00 1MA (!YP)-\--------ia~-' 05500.E ( 1J900.G--- 1J900.0 • SIIC4<E ,t PRllP • 00 16770A 1J900. • 10100.C 13050A • 0 2 / 49•-0· ct11 =-, ct11 "'1 ct11 "" Sl1ll'f 00 I :EN!ln' ~--1 I I IN«l 00 QIMl!: 00 16500A 13050A 13900.L 3 .-----07631.B .--t-16500A i ------'MA I I I tll'l-1!--.,--t--16500A -+-----® '--1..--+-t-tt---t--00356.B (!YI') .----f---+-Hf--t--!MA (!YI') -1---'" ---© 3 'l,, I 'lo '° N (D 13900.0 (!YP)---1r---~ r ---- 03356.B (!YPJ---'-➔,t--' I I 49'-0" r-----,-: 07631.B .----+ IJ900.H 4 3 I '-+-~-t---05500.E (ABO'lt) I : , ==-..---__,.l_--i==t~-05500.B (!YI') 2 I ·lct11 n:.: : L I :7[]jj] I ¼------_L_____ !--~---+-- I I • I ctn I 'l.>, 13050A---,..1 __ _. ""!LMP4 MPl, 1 .,.,~ I f--'--+--t---OJJ56.B (!YI') '«> 07631.B · g.11 , I '° I -. I ~---.__.'--.--i---16770A I -~ 05500.B (!YI') ©---+· -_1_6500~~=-=u~;;;;;:;.;;~=-~Z'fZ'2Z'm??Zlf2'Zl~dj-=--t------® I ,__, __ _,__,__13050A (IN !st FI.OOR ATTIC) ~-1----1--+--16500A (IN Ame) , L-:~-i---+--1-13050A (IN 2nd FLOOR ATTIC) I I I I ©----+---f-71"'.:__---l-!----t-----3k+------© I D)'1.---------d---1 2 3 49'-o" (j) 4 Trte.lNCU.)OEOORAWINGS,SPECIFICATMllolS,IDEA&.DESlaHS.AHD ARAANGa.l!cNTS REfflESSfreO TM~Y AREAliO SHAU. REMAIN ThE PROPERTY OF RRM DSSIGN GROLP AND NO PAA.r THEREOF SHAU. ili.~ CISCI.Oli8) TO OlllER,S OR Ua.iJ lh. ~TIC)t,j_ WITH. Nl'fWORK OR.PROJECT OTHER TIWil THE8Pi=GIFIC f'ROJl:CT FORWlilC.H THEY HAVE BEEIII.PREPil\REO ANO DEVE:.L.Of'ED WITI-IOl.lr THE WRITTEN GOMENI 01' AAIIDcllKiN.GffOLP. VISlW.CONTACTWITH ~ DRAW!hGS ORSPECIFICATlO[r,15 SHALL OONSTITUTE CONa..lJSI\IE. EVIDEMC£ OF ACCEPIANCE.OF THESE.RESffllCTIONB.. SlJBI.UTTAI.OF THESE aocur.lENTS FOR PUBLIC AG~ RE\ILBV SHAU. P«JT BE CONSIDERED A WAIVER OF RAM DESIGN. GROUP'S Rl~TS, RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomia Corporatton ~ !:i =>· CD Cf) ·~· < • ~ ~o ..I .... -0 ON < 0, LL. < 00 z ~ -"0 z (Q -.0 ~.!!? I-:a a:: 0 LLI >-~ ~ 0 C: 0. 0 z j 0. C, z z ~ w i:r:: IL FIRE TRAINING PLAN -FIRST FLOOR SCALE: 1/8" = 1'-o• 1-,--1 FIRE TRAINING PLAN -SECOND FLOOR SCALE: 1/8" = 1'-o• __ 2 "' -LLI ._ a::o -·0·- .._ ____ KEY_M_A_P ___ ___.I .___I ____ L_E_G_EN_D ____ _.I .__I __________ KE_Y_N_O_TE_S ________ ___.I ,,,,,,,,,,,,, v2222t222v2>2va a• CMU WALL 12" CMU WALL ,______ __ G_E_N_E_RA_L_N_O_TE_S ______ _.I DMS!ON 3 -CONCREfE 02190 CONCRETE PIPE, MANIIOLES &; VAULTS DIVISION 3 -CONCREfE 03350 CONCRETE FLOOR FINISHING 03356.B -CONCREfE fl,\ROEIIERS &; srnLERS. DMSION 5 -MCTAlS 05500 METAL FABRICATIONS 05500.B -MOVABLE MAZE PANEL S't'SIDf: REFER TO OCTAllS 11, 12, 13, 23 &; 24/A--T-9.1 05500.E -00(,IUSf SHAFT FLOOR OPENING: REFER TO DCTAIL 22/A--T-9.1 DMSION 7 -THERMAL AND MOISTIJRE PROTECTION 07600 GUTTERS AND DOWNSPOUTS A. THESE PLANS ARE INTENDED TO SUPPLEMENT THE FLOOR PLANS IN 07631.B -WAINING DOWNSPOtrr. REFER TO DCTAILS 43 & 44/A-T-9.3 SHOWING SPEC!FfC FIRE .TRAINING ELEMENTS WHICH MAY NOT BE NOTED ON DMSION 10 -SPECW.TIES SUBSEQUENT PLANS. . 10100 1/!SUAL DISP!AY BOARDS . tl. REFER TO All ARCHITECTURAL RELATED PLANS FOR THIS BUILDING FOR 10100.C -3' X 4' LAM!NmD BUILDING FLOOR PLANS: RfJER TO DCTAII. 52/A-T-9.1 · ADDITIONAL INFORMATION NOT SHOWN HEREtN. DMSION .13 -SPECIAL CONS1RUCTION · C. REFER TO REFERENCED PROJECT SPECIFlCA TIONS FOR PRODUCT AND' .. 13040 HIGtt TEMPEIIATURE LINING S'/STEMS . --------INSTAL(A TfON INFORMATION AND. ADDITIONAL COORDINATION REQUIREMENTS .... ~ TJMOA -HIGH TEMPERATURE LIMNG SYSTEM ("!'ADG£11IT[j. REFER TO 32/A-T-9.t •· .· .. OF THE RELATED. FIRE TRAINING EQUIPMENT. 130'.i0 SMOI([ O!SmllltmON SYSTEMS D. COORDINATE CONSTRUCTION OF STRUCWRE WITH ALL DISCIPLINES: REFER 13050.A -SMOKE "DMX" CONTROLLED GENER,IJOR UNIT SYSTEM TO STRUCT., MECH., IlEC[ AND PLUMB. DRAWINGS. 13900 srntlCTUIW. ll'IE FIRE TRAINERS E.. THIS STRUCTURE CONTAINS LIVE FIRE PROP SIMULAToRS. CONTRACTOR TO 13900.G -ll'IE FIRE TRAINING KlTCflEN CONCEM.ED FIRE PROP VERIFY AND COORDINATE ALL REQUIREMENTS OF PROP SIMULATORS WITH 13900.tt -Lll'E FIRE TRAINING lfASfER BEDROOM PROP OMS!ON 16 -ElfCIRICAl 16500 . LIGHTING FIXTURES 16500A -RECESSED WN.L MOUtfilD VI/ RED LENS HALOGEN LOIi' \IJLTAGE UGHT 16770 PUBLIC MJDRESS SYSTEMS 16770A -IITTEGRATEO SOtJND AND SPE'Al(ER SYSTEM 1------------------------------SUPPl:YlNG-VENDOR-PRIOR~TO-BEGINNING-OF-CONSTRUCTIONi-. ~--------~13900.L~-.Lll'E~FIRE.EXTERIOR.QIS..FLANGE.PROP·~--------~---.c.-~--c-~~---------------------,- 13900.M -00 MAIN SOLENOID COITTROI.: REFER TO Lll'E FIRE PROP 13900.0 -'TYP~ PROP PUlLBO)( ELEVATION: RITTR TO DFJAIL 31/A-T:.9.} -------------------------------------------------- --"" 1-(,0 "' It) Ct! N -LL. September 9, 2000 t1=R-2,3 Fim Ta,lng l'lan.rlwg "' --1107570 ~ MET A-R·-2.3 .. [~1 L~.~~NEERING. DEPARiMENT,_ .,.. __ 248 _ · IMPROVEMENT PLANS FOR: CARLS8AO JOINT FIRST RESPONDER TRAINING rACH.17Y FfRE TRAfNfNG PLAN DWN BY: MH CHKD BY'. MH/RM RVWD BY: Qt PROJECT NO. <"~. , I ' ; j . j . I I ! ' ' ' j r I • ' ' . j ' I , • ' ' -· i i ' - j :=· vc- -------------- T.O. BOND BEMi r ..-:::::: ~ 07480.C·---' 07480.D---I +9'-0" ""fo. SlAB .. ' . ":.i ... ... ... ..; ~ .; ... ... ... ~ -... ... .:.._ ... --- ' .. " -07.111.A --__..,,:;,;,-, ... ,~ ----1-1---1--05120.B ;11ilL_,1_ l , ! I I -04810.B -03300.A L055to.A ENLARGED STAIR 106-SECTION SCALE: 1 /4" = 1' -o• . -----------. --• "' ,a,;. - 1 2'-1· 04810.A--\ MIN. -05520.D -05510.A -✓//, 7//////////.r ////// ///1 'l.:, 1 I, \ --... ~ \ I 1'-0 ;,, ~ p., MIN: 7;-;777, ·, 04810.B--' I I /. / //// // I " -- //.// // "/,<//// //./_/U 8'-o· 8 rnEADS AT 1 -o· 11'-4" UP A. B. C. D. GENERAL NOTES FOR DESIGN AND CONSTRUCTION OF STAIRS AND STRINGER SYSTEMS SHOWN, REFER TO STRUCTURAL PLANS AND DETAILS. ALL EXPOSED METAL SURFACES, INCLUDING BUT NOT LIMITED TO; STRINGERS, STAIR PANS, SUPPORTS, ATTACHMENTS ETC. SHAll HAVE PAINT FINISH, U.N.O. FOR PERFORATED PANEL INFILL AND GUARDRAILs, REFER TO NOTED DETAILS AND APPROPRIATE PROJECT SPECIFICATION SECTIONS. INTERIOR STAIRWELL WALLS ARE TO REMAIN EXPOSED CMU. UPON COMPLETION OF WORK, CONTRACTOR SHALL CLEAN All EXPOSED SURFACES FREE OF MARKINGS, GROUT, PAINT ETC. IN ACCORDANCE WITH THE REFERENCED PROJECT SPECIFICATIONS. KEYNOTES I DIVISION 03 -CONCRE!E 03300 CAST-IN-PlACE CONCRETE 03300.A -CONCRETE FOOTING. REFER TO. SiRUCTURAL Pl.ANS DIVISION 04 -MASONRY 04810 UNIT MASONRY ASSEMBLIES 04810.A -THRU WAll DR~INAGE SCUPPER: REFER TO DITAIL 21/A-T-9.1 04810.B -CONCRETE MASONRY UNIT S'/SfEM (CMU): REFER TO STRUCTURAL DMSION 05 -MITALS 05120 STRUCTURAL Sfffi 05120.B -MITAL TRUSSES & FRAMING. REFER TO STRUCTURAL PLANS 05510 MITAL STAIRS 05510.A -MITAL STAIRS W/ LIGHT' WEIGi-IT CONCRETE TREADS 05520 I-IANIJRAILS AND RAILIN(;S 05520.D -1-1/2' DIA. GALV. STEEL HANDRAIL AT 34• A.FJ. REFER TO DITAIL 44/A-T-9.1 DMSION 7 -THERMAL AND MOISTURE PROTECllON 07311 ASPHALT SHINGLES 07311.A -ASPHALT ROOF SHINGLES 07480 FIBER CEMENT SIDING 07480.C -FIBER CEMENT SIDING -SOFFIT: REFER TO DITAIL 43/A-T-9.4 07480.D -FIBER CEMENT SIDING -CEILING: ATTACHED TO FRAMING --5/31/20!1 THE INCWDEll rnu.wa.lG&,. SPECIFIC"'-TIOMS., IOEMI. QEBIGH6.NIO ARRAHGl:WEN"fS REPRESENTED THEREBY ARE AND 111-W.L.~ THE PROPERTV QI: ~ OESIGN GAOUP AND hlO P,\RT THEREOF 8HH..l... l'IE COPIED. IJIBCl.08ED TO O™EM OR U3ED Itri! COUilECTlot. WlTH AWt' WORK OR,. PAOJecT OTHER TI-1,it,N TME aPECIFIC PROJl=CT FORWHICk TrlE'f' HAVEaEEMPAE?,IUlED AMO ce,,eLOPED. WITHOUT THE WRITTEH CON8El<IT OF RRMDESION (iROIJP. 'VISUIIL CONTACT 'Mm T~DMWIJIG60R.8PEOFICof.TIO/rrlS~CONSTiTUTECOkO.USI\IE E\11~ Of~ CF THESE AeSHUCTIONL SU-TTALOF THESE DCJCIJMENTS ~OR PUlll,.IC~Y REVIEW SHAU. NOT BE CONSICER£0A WAtVe\ OF RAM IJl:SLGN GROUPS i'IIGMTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Cafifomia Corporation ~ ~ ,_ ...I ::::, CD I ENLARGED STAIR 106-FIRST FLOOR PLAN SCALE: 1/4" = 1'-o· j 1 j I.__ ______ L_E_G_E_N_D _____ _ I en ~ < • I 04810.8--' 11•-4• G)\l'-----'-'-'------,i' a·-o· 8 TREADS AT r-o· "-05520.D -05510.A -____.,. 4 .... ENLARGED STAIR 106-SECOND FLOOR PLAN SCALE: 1/4" = 1'-o• KEY MAP ' , - . ' -----·--• -. . •--,-----------------•-- ~ I ! ! if ! B- 11 1115 0 ~, ... 0 I (.) N < Cl) LL <C 00 fl) z ~ ~ -,, Z CIS -.Q 0. ~.!!? 0::: iii ~ I-:a i= fl) .. ~o s 0 LLI >, w 0 CIS t:) iii z 3: 0::: m 0 C ::5 ~ Q. 0 z ti) ·-w LLI .._ ~o 0 I-U) (/) In ~N -LL. ir mu , __ ... i'. "' I,;-"' September 9, 2009 --tt075?W,.R-2.4 Enlarged Sler""""'dwg ., ... _ 1107570 -· IMPROVEMENT Pl.ANS FOR: . CARLSBAD JOINT FIRST RESPONDER TRAfNIN(;F'ACIUTY ENLARGED STAIR PLANS APPROVED 'MWAM F,,__Pl:)J_MMER ,., ----(". 0~ DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31 no OWN Br: _MH__ ·1 P~~-N:·•o·. I DRA~~~, NO. CHKD BY: MH/RM :,u= .,.,,_,... RVWD BY: Ql . -------------- JI I i : • I j I l I ' ' ' ' ' i ' . ! • -' ' ' ' ' '' I i ! ' . ' ' ; 1 I I • ; ; ' I • N (i) 49•-o· © CD 3 I I I I I I @1'1,---------------t;::======i==== I I I I L 03300.H'----tt,-. I l!I I I I I I I l~I I I I , . :~ '--~- -I - I -----' I I ,~, I I I I I I 103 1lMO I ~ I 07480 .. :1>-----1--+1-o 111 ..... I ~ --t--- --W:r='=~~~~ ®l'l,--------1 I t I --d---I --------- I I 3 I 2 ~ 49'-0' (i) © -,@ •. 10.8 I ~ :7480.D, lYP '!o l 'lo '° ---© 13040A 13040A (@ COIi.iNG DOOR ENCLOSURE} ---© 07480A -® N I/ ' @ • 00 _, <O '° • - (i) CD 49•-o· I 16'-8" © 3 I I - I 07480.D~ ----rl~~~~ -~ ----i-1,@ I l :BE I I 07480.D \M'':t--+-+t--+--...-.~ I I I I I ii I 07480.D \f'(P)1--r--n---r---i- -, --tr--tt-t-t--t--13040A \M') +-1---1--05500.E • ' 201 -+1u~, I I ®---t-----l-l-============:::::::i=========='..l---i-------© l l I I I @1'1.---~ --t-_l ----t---_J_-_--=r-,-_-_--© __ C_@ I I ~ 2 ~ 3 .l 49'-o' © I -5/31/20'n n,e l..cu.JO&I-DRAWIHG6,. SPECIF!CATIONS,, IDEAII,, DESIGHaNrrlfl ARRMIGEME.',ITS ~SNTEI) Tt!EREBY AA!oA,..;J 5HALLREIMJN THE PROPERTY OF AAM DESIQN ORO.JP AND NO FWU THEREOF SHAU. BE COPI~. 0!8Ci OSEU TO OffllaRl:I OR IJ6E.D IN CONNECTION Wint: AHY WORK CR.PROJECT OTHER TI-IAN THE SPl':CIFIC PROJECT FOR WHICH THEY HA\IE BEE" PREPARED AND DE\18.0PEO WITHOVT THEWRITT~~TtlFRRMOE!llGN.CJA01.JP. 1/ISUAl.cot.TACTWITH THESE DRAWINGS Dfil.SPeQFICATICWSSIW.L-CONSTIT~ CONCWSJ\IE EVIDENCE OF .ACCEPrNfCECF TtilSSE RESTRICTKIMS,, SI.JBMITTAL OF THESE DOCUMENTS FORPUBUCAGSNCY REVIEW lihAU.NOT BE CONSIDERED A WNVER.OF ffflM ilESIGN Gf«JUP'S Rl~ffS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation ~ ~ ~ -l ~ CD U) 21 < • Ii I ~ ! ii if ~~ 'I ~o ~, ..I .... -o ON < a, u. < ~ C, 0 z ---o a. z "' 0 111-~ z ~ ~ z ::i ~ I-"' w I Q! 0 (,) 0 w >-w C "' I- z z == u 0 w Ill 0 C -' ~ u... Q. 0 w ti>·-" w ... Q! 0 0 I-co REFLECTED CEILING PLAN -FIRST FLOOR SCALE: 1 /8" = 1'-o• 1 i--r--1 REFLECTED CEILING PLAN -SECOND FLOOR SCALE: 1 /8" = 1'-0" 2 ti> It) Q! N - KEY MAP I LEGEND I GENERAL NOTES I KEYNOTES DMSION 03 -CONCRrn: · 03300 CASf-lN-PlACE CONCRETE A. ELEVATIONS SHOWN ARE FROM NOMINAL FIN!SH FLOOR TO UNDERStDE OF 03300.fl -CONCRETE FLOOR DECK. RITER TO SfRUCTURAL PLANS EXISTING CONCRETE FLOOR SLAB UNLESS OTI-IERW!SE NOTED. REFER TO DMSION 04 MASONRY STRUCTURAL DRAWINGS FOR ACTUAL HDG!-JTS. 04810 UNIT MASONRY ASSEMBLIES 8. COORDINATE !NSTALLATION OF HtGH· TEMPERATURE LINING SYSTEM \\HERE 04810.8-CONCRETE MAWNRY UNIT SYSTEM (CMU} RITER TO STRUCTURAL SHOWN W!Tl-1 Tl-IE LI\£ FIRE PROP \OJDOR PR!OR TO INSTAtlA TION. IJMSION 05 -MITAlS C. COORDINATION INSTALLATION OF FIRE TRAINING EQUIPMENT NOTED ELSEWHERE 05400 COLD FORMED MITAL FRAMING IN TI-IESE DRAWINGS PRIOR TO INSTALLATION OF FIBER CEMENT BOARD AND 05400.8 -CElllNG FRAMING FOR BREACI-I OPENING: RITER TD DITAIL 51/A-T-9.2 ~ ~ l~~j HIGH TEMPERATURE LINING CEILINGS. 05500 MITAL FABRICATIONS J ( --J""~.,.f ~~ 05500.E -EXHAUST SHAF1' FLOOR OPENING: REFER TD DITAII.. 22/A-T-9.1 , ; Jr' _ 05580 FORMED MITAL FABRICATIONS ! j 05580A -l'£RFORA1ED MITAL SCRErn. RITER TD DCTNL 42/A-T-9.3 1r=C . -----1 - -~ " S,----L... ___ 6...1 ___ ,_.:_•L--:::!~_---_ ~ -:-~::------·--·----------------------·------~ ·::-----.--------,--------------------:-~----------·. ___________________ .. _ ----· ·--------------.--------------_-.. ·---·-,---~-~--:~~~~::: :H---9.-3 ------------ ! : --... LI. Septeml>er 9, 2009 ",;; ttCJnimA.R-3.1 Relfeclbd Celllng Plan.dwg : --1107570 E ...,. ~ · .. A-R-3 1 ~ -~11-~!l~N£r~~~~AD I~ -. IMPROVEM£NT PLANS FIR CARLSBAD JOINT FIRST RESPONDER TT?AINfNG F'ACf/JTY REFLECTED CEILING PLAN I i 07480.[l -FIBER CEMENT SIDING: REFER TD DITAIL 41/A-T-9.2 ~~-·--·-✓---■H------------------------c-------------------------.-----------------------------~-----------~,::~ = ~~~~=~a:: R::rn~ ~~~-T-_9._4 ____ ___, __ -[~2t%,-~llf~m:ER . .. ,0 /m 1-____ .. · i DMSION 13 -SPECIAL CONSrntJCTION tDEPUlY CllY ENGINEER PE28176 EXPIRES J/31/10 "?k . • 13040 HIGH TEMP~TURE UNING SYSTEMS . 13040A -~1-1 TEMPERATURE LINING SYSIDd ('PADGENITt}. RITER TD 32/A-T-9.1 ··-· . _ __ ~]g tiWv; u¥.™ I ~~~c~o~ , I DRA=1 NO. I =--'-- - -, __ ,--- ----------- V, ::::r 0 ffi ~ ..... G) ..... o_~ 0 0\ -w "'-> I ~ ..... 00 i' : ' I I ' ! l : i i i ' : : t i ) I ' . I ' ' ' ' ! ; ' ' : i i ' ! ' ' : ' ; ' ' . ' ' ' i ! : - I : I ; ' . . ! . ' --· ' :~L. ' ' L'• ·-~ ~~------· " ,/ r ®--7- CD I •-o· ' ';:-:;;. lYP. I < 4:12 SLOPE 49•-o· l 3 ,--r--,--t-----07620.C ""' ., I 4:12) I "" SLOPE I [ 1•~1~ -""1~---+-+--r.rn,,.11.A (IYP 8E1.0W) _ I . ,,,~ ~ ~ I -~-➔---~~~~-v~------: , -~ @---------I ------,.. -----+----1---1-:.,.;-1_,--------"'<@ 2 (i) ARCHITECTURAL ROOF PLAN KEY MAP fj If I flt,; f fl 1:::_-::--..:::::::::::--.....,,. ..,_ ;=3-,,,,.lffl..,.-: ~~' ll \ ;::::;; I= --~ fm.w, ~. ......., .,...I .·, 3 4} 49'-o" IYP. I (9 . LEGEND . SCALE: 1 /B" = 1'-o• 1 I GENERAL NOTES A. CONTRACTOR TO COORDINATE INSTALLATION REQUIREMENTS OF THE EMERGENCY EXHAUST FANS REQUIRED FOR THE STRUCTURAL LIVE FIRE TRAINERS WITH THE PROP SUPPLIER PRIOR TO INSTALLATION. B. THE SHOWN ROOF BREACH PROPS ARE TO HA VE THE SHOWN PLYWOOD EXPOSED UPON COMPLETION. NO FINISH MATERIALS ARE REQUIRED TO BE APPLIED. C. COORDINATE ROOF FRAMING WtTH THE STRUCTURAL ORA l'/!NGS CONTAINED . WITHIN THIS SET OF DOCUMENTS. D. FOR ADDIT!ONAL PRODUCT INFORMATION AND INSTALLATION REQUIREMENTS, REFER TO NOTED SPECIFIC A 710N SECTIONS IN THE KEYNOTES. .. --------------------------·--·-- . ._I ____ K_EYN_O_T_ES ___ _.I DMSION 05 -METAlS 05500 MEIAL FABRICATIONS 05500.D -42" HIGH PAIITTED TUBE STIIL POST \'/ITH Cf/AIN: REFER TO DITAIL 21/A-T- . 05500.K. -MITAL SCREEN AT EXHAUST FAN: REFER TO DITAIL 33/A-T-9.4 05580 FORMED MITAL FABRICATIONS 05580.A ~ PERf'ORATED MITAL SCREEN. REFER TO DITAll 42/A-T-9.3 DMStoN 06 -l'/00D . 06100 ROUGH FRAMING 06100.A -Plm:JOD ROOF BREACH PROP: SEE DITAll 22/A-T-9.3 DMStoN rJ! -· THERMAL AND MO!SftJRE PROTECTION 07311 ASPHALT SHINGLES 07311.A -ASPHALT ROOF SHINGLES rJ/600 SHffi MITAL FLASHING & TRIM · · -· · -: 07620.C'-ROOF FLASftlNG-AT EXt!AIJST ~N: RITEltJODITAt: 42/A-r-9.J -··-·- 07600 Gtl!TERS & FLASHING 07631 A -GUTTER & OOWNSPOlff. REFER TO OITAIL 23/A-T-9.3 DMS!ON 1J -SPECW. CONSTRUCTION 13900 STRUCTUIW. ll\lE FIRE TIWNERS 13900.K -EMERGENCY EXHAUST FAN: REFER TO ll'IE FIRE PROP #C1 TI-IC.INCL.UDEO DAAWINeli, 6f'l;QFIC#ffl0NS,. lli:M,. DESIO.IS -'ND . ~S~EN7EDTMEREBYAREANDSHAU.R£Wt.lN THE PRCJPERT't DF RAM llEBON, GROUP MD.NO PAR TT ,IEREOF Srt,\Ll. B£ COPIE!l. mac1..o.seo TO OlkERS Oil USED IN CONlolEC110111 WITH ANV WORIC.OR.PROJOOT OTHER THAW THESPECIFICPFlOJ!aCT FORWHICli THev HAVE.SEEll~ANDDE\IEI.OPED WITHOUT THE WAITTBt COlil!ENT OF RAM DES~ GROUP. \IISI.W.CONTACT wrm THese.~ORSPECIFICATICINSSHALLCONSTilUTEOOMCWSIYE &VIDENCCOFACCEPT~OFTHloSEIU:STRICTJONS,. SUIIMITTAL,.UF THESE. UOCU~T& J-ORP\lf:IUCAGE:NCY RE\IIEW S~NOT Biaa CON51DlaRE:D A WAl\li:ROF RAM DESIGN GROUP'S RIOHTS.. ' RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California CvtpOI atk.,n ~ ~ ,_ _J :) CD Cl) ~ -< • Ii I ~ ! " if §!; 'I §! z 0 F= ! 1'i 111 ~ ff H-t--t-1-t-H-t--1" ~1 . ~ September 9. 2009 ~ tl07'5104R-4.1 Roof Pfan.m,g ~ --1107570 ~~-1-. -. ~ I ci1~N~G ~:};~~AD It~ -. IMPROVEMEWT PLANS FOR: CARf..SBADJOINTFIRSTRESPONDERTRAIN/NG FAC!l.lTY ROOF·PLAN I DRA~NG NO. 463-1 . ' i I I ' ' I ! I I i I I i ' I ' I l i ' ' ' ' I , ' . I ' ' ' ! l i ' I • ' ' -f 1 I ' ! ! . ' i i ' ; i ; I l ' lT ; i i ; i ! ' ' 1 i 'b ~ SOUTH ELEVATION 05500.K, 1'11'. T.D. SCREEN ""'~"""+ ,c...,-""'o·.-=,,,,... ---T.O. BOND 8£AM +10'-o· ~ T.O. BOND Brut o·-o· F.F. 07631.A,--1-~ rt-o" 4'-o' -'--'-------------------------------------.-----------------·--- 05500.D i 10210.A 07311.A, 1'11'. 07'J11.A, 1'11'. i 07631.A 10210.A i :J:7,5' -6" $ -1 T.O. SCREEN 07631~ ~ 07631.A 0!810.B, 1'11'. +!0'-0" $ T.O. PLATE o·-o· F.F. SCALE: 1 /8" = 1 '-o• 1 1 "4,25'-6" T.O. SCREEN + --0" T.O. BOND BFJ\M +9'-0" 8.0. S ~-o· FJ. I 04810.A .__,i-10210.A, 1'11'. 04810.B 4'-0" 4'-0" WEST ELEVATION ~5'-6" T.O. SCREEN ,-o· T.O. BONO EE'AM +f0'-0" T.O. OND BFJ\M o·-o· F.F. D i 1- B 05500. I- 08331.A 07631.B , \ 05500;1{, 1'11'. 07631. , 05500.D 0763t.A 07311.A, 1'11'. 05500.K 04810.B i 07311.A, 1'11'. ±1~-o· $ T.O. BOND BFJ\M SCALE: 1 /8" = 1'-o• I 07631.A I 2 GENERAL NOTES KEYNOTES DMSION 04 -lfASONRY 04810 UNIT MASONRY ASSEMBLIES 04810.8 -CONCREfE lfASONRY UNIT SYSTEM (CMUr, REFER TO STRUCTURAL DIVISION 05 -MITAI.S 05500 METAL FABRIC\TIONS 05500.C -6' HIGH PAim TUBE STEEL FENCE: REFER TO DITAIL 'J2/ft-T-9.4 I 05500.D -42" HIGH PAINTED TUBE STEEL POsr WITH CHAIN: REFER TO DITAIL 21/A-T-9.3 · 05500.J -· 6' HIGH LOCKING SWING GATE: REFER TO DITAIL 11 /!t-F9.'J (SIMILAR) 05500.K -METAL SCREEN AT EXHALJsr FAN: REFER TO DETAIL 33/A-T-9.4 05520 HANDRAILS AND RAILINGS 05520.A -72" HIGH SWING GATE. REFER TO DITAIL 11/A-T9.3 DMSION 07 -THERMAL AND MOISTURE PR01ECTION 07311 ASPHALT SHINGLES 07'J11.A -/!Sf'fW.T ROOF SHINGLES DMSION 08 -DOORS AND l'IINDO'IIS 08331 OVERHEAD COILING DOORS 08331.A -O\rRHEAD EXTERIOR COILING DOOR. REFER TO DOOR SCHEDULE DMSION 10 -SPECIALTIES 10210 WALL LOUVERS 10210.A -THRU-WALL LOUVER. REFER TO DITAIL 41/ft-T-9.4 LEGEND PEHlliiiutD ft mBI C0NCRE1E BlllCK. Clllll! , -tool Gl9\Y .,..,..,E lllOCI(, CIII.O!! 2 -SIAlE C0NCRE1E BlllCK. Clllll! J -llllmlT KEY MAP ,,,,,,,,,,,,, s I I THEINCt,.UOeD DRAWINGS, &PeCl~TIOflla.lOcAS,. DEtllCNB :"N" ~~ THi:REBY ~ANIJ IIHI\U.REMAIN. Tl-IE.PROPERTY OF RAM DESIGN GROUP AND NO PNH THEREOF SriAI..L llti coPll:ll,, DISCLOBcD TO OT1ioaRS CR USED IN. CCNNECTI~ Wint N1Y WORl(.OR PROJECT OTHER. THAN THl=:SPECIFICPROJECT FCIR WHICH. THEV HAVE BEEN PREPARED Nl£I llE\lel.OPED WIT/-IOl.fr rrt1:. WlllTTEN.CONBENT OF RAM DESIGtl~P. VISUAL CONTACT WITH "TKBE CAAWlloOSOR 9PEeiFIC.I.TIOhlS SHM.1.C0tr1Smun. ~ EVIOENCEOf'Jr.CCEPTAHCEOFT.teSERSSTRICTIOM. SUBMITTAI.Uf THESE DOCUMENTS FOR. PUBLIC AG~\' FU.\IISW SI-W.L. NOT BE CONSIDERED A WAIVl=ROF RRM CESIGN GROUP'5 HIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Catifomia Corporation ~ ..J => m Cl) :r:- "' ti ~ iii ; ! I if ~g 'I ;1 ~o -' .... -0 <..)N < Cl) u. < 0 (.) z --'t, Z CIS -.0 ~.\!? I-:a a:: (.) w >-Q CIS z := 0 C: ll.. 0 th·-w ... a:: 0 ,_ ~ th IO fl:: N ---.. -LL. September 9. 2009 1!CJ7570.,\.R-5.! !'xl!lrfo! E:rwalfo,s.dwg --1107570 ·A-R-5.1 rn-z 0 ~ ..I w It 0 ii! w 8 -----~-------~----------------------=~-ICl1~tG~¾};~~AD, ~- IMPROVEMENT PLANS FOR: CARLSlJADJOWT FIRST RESPONDER TRAINING FAClt.fTY EXTERrOR ELEVATIONS ...... ---.----------------------------------'----"""T--1--T"""-------------------------------------,--, NORTH ELEVATION SCALE; 1/8" = 1'-o• 3 EAST ELEVATION SCALE: 1/8" = f..co• 4 l· l . ' " \ ' ' i i ; I • I ; ' ' • ' ' ' ' ' l l l ' i ' ' r I I I I ' I (_,--._ -,_ ! '. I ' I ·;___ ----+: I ; ' ' i ; r '. I '. -· -· ------------------------------- _·_: __ ,. C T.O. BOND EFAM 05f20.B (IYP1-+--~- 07480,A~-4-~ ~10'-0" T.O. BOND BEilM 0'-0" F.F. 05500.C OO!IG[ I 10.1 I 07311.A B 07311.A f2 4c;;-- 05580.A 7311.A ' ·"':•,1' :: ,.-:.~ .. .' ---.. h;, -.•J•,!l·-i ;cc·.~ .. ~_.-:~~--:•F•~-~~ :,-· , ' J ! . [_, 13040.A (BEYOND) 03300.B A 05120.B (IYP) CJ 07480.C ----f----'13040.A . BEDROOlf-r--M--'13900.11 FIR£ PROP 13040.A lYP. ii, ,;,a:: ff-0" ao. 13040.A -;:1:;1~~~:i-1--- 03300.H 0J300.A ---------------1~-- 1 I F.F. ---------------------~---------•------. ----- ----~----~--------,----------------~-------------------------------------------~---------------------- BUILDING SECTION SCALE: 1 /B" = t'-o• 2 BUILDING SECTION 2 07311.A I 05500.J 05500.C 03300.A 05120.B (IYP) 12 =4 ' -·~ .•. 3 4 '--¼---J--W,ffll.11 .---S---i--'lJO«l.A {Brn)ND} r--tii--~ ......... -OJ356.!l (IYP} 07311.A i9'-0" ao. S1Jll ·-o· '----i±f--07480.A i~~t ----04810.B 03300.!l ' 03300.B . I GENERAL NOTES I A. GENERAL NOTE. KEYNOTES I DMSION 3 -CONCRETE 03300 CIST-IN-PlACE CONCRETE OJ.JOO.A -CONCRETE FOOTING. RITTR TO STRUCTURAL PlANS 03300.B -CONCREIE SLlf! ON GRADE. REFER TO STRUCTUIW. PlANS 03300.H -CONCRETE flOOR OECK. RITTR TO STRUCTUIW. l'lANS 03350 CONCRETE flOOR F1NISHING 03356.B -CONCRETE HARDENERS .!: SEilLERS. DMSION 4 -MASONRY 04800 UNIT MASON]Y ASSEMBUES 04810.B -CONCRETE MASONRY UNrr SYSTEM (CMU): REFER TO STRUCTURAL Dll'IS10N 5 -METALS 05120 STRUCTURAL '1EEL 05120.B -METAL TRUSSES .!: FRAMING. RITER TO STR~ PLANS 05500 METAL FABR~TIONS 05500.C -6' HIGH PA!mED TUBE '1EEL FENCE: REFER TO DITAIL 32/A-T-9.4 05510.A -METPI. STAIRS 'fl/ LIGHT WEIGHT CONCRETE TRtADS 05500.J -6' HIGH LOCKING SWING ~TE: RITTR TO DETAIL 11/A-T-9.3 (SIMllAR) 05580 FORMED MITAL FABRIO\TIONS 00580.A -PERFORATED MITAL SCREEN. REFER TO DETAIi. 42/A-T-9.3 DMSION 7 -THERMAL AND MOISTURE PROTECTION 07311 ASPIW.T SHINGLES 07311.A -ftSf'f!ALT ROOF SHINGI.ES 071480 F1BER CEMENT SIDING 07480.A -FIBER CEMENT SIDING -somr: REFER TO DETAIL 23/A-T-9.3 07480.8 -FlBER CEM£NT SIDING: RITER TO DETAIL 41/A-T-9.2 DMSION 13 -SPECIAL CONSTRUCTION 13040 HIGH TEMPERATURE UNING SYSTEMS 13040.A -HIGH TEMPERATURE LINING SYSTEM ('PADCENTTE"). RITER TO 32/A-T-9.1 f 3900 STRUCTURAL lM F1RE TRAINERS 13900.H -lM FIRE TRAINING MA.WR BEDROOM PROP LEGEND KEY MAP '"'" I THE WGU.JOBl llAAWlhG,I\ SPECIFtQllTM)l<IS, IOEAS, DESIGHS,;J,IO ARA4NG9.IENTS REl'RESENTED TI-la!EaY AREAN.ll ~ F'!eMl'.IH. TiiE PROPERTY OF RRt.lCESIGt,I GRDI.IP AND l<tO PAAT THEREOF SfW.l.. BE COPIED, DISC! 0950 T<:I OTHE!W ORUSEQ 1/11 CONNa.TION WIT» AH'(W0Rl(OI\ PROJECT OTHER THAN THESP~l>'IC PROJECT FOR WHICH TIEY l"IAVE El-~f>NU=DAAP lll=\l=L.af'ED WITHOUT TflEWRITTl:N.CONIIENTOF RRMlkBKiNGROOP. Vl&I.W.GONTI.CT \MTM TltaE DIIAWIN06 CRSPErnFICATIOt.S.Sl-""5..1. COlilSTITU'JE COMCl.U8ME: EVIIJ.ENCE OF At:CEPl"ANCE OF THESE RE.STRICTIONB, SUBMITTAL OF lliESE OOGUMENTS FOR PUBUCAGEllfCV REVI~ SHALL NOT BE CON.S!DERED "'WAIVER OF RAM DESIGN. GROUP'S fUGkTs. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Callfomla Corporation 'f-:=! ~ CD ~ • ~ ~ ~ ~ ! 'I ; Ii 'I ~, ~ " I ~ ~ ~ :::i ~ <3~ < 0) LL. < C,t) z ~ --o z II> ~~ I-cu a: t.l LLI >, i~ 0 C 0. 0 th ..... LLI ._ 0::0 0 I-(0 th It) 0:: N -LL. September 9, 2009 1107570.t..R:-&.1 Bulldlng Sldlons.dwg --1107570 A-R-6.1 -------------------"-~----! ~~II Cl~IN~G~~~~AD:Jt~l IMPROVEMENT Pl.ANS FOR: CARLSBAOJOlffl' FIRST RESPONDER TRAINfNG FAC/f.Jrf BUILDING SECTIONS ---------,-- 1 OEPUlY Cl1Y ENGINEER PE28176 EXPIRES J/31110 DWN BY: MH PROJE_ CT NO. ' II DRA1'¥1NG NO.I CHl<D BY: MH/RM '311 A .. ..._, RVWD BY, DI · ·--. . ~ 1 ------------- --i V, ~ 0 (!) (!) ~ ,..... ..... G) ..... w ~ 0 O'\ -w IV ' ~ ..... 00 - -__ ..J F - I i . ;. ' . ' t i i ' ' I MARK 1 2 3 4' 5 6 7 8 9 DOOR AND FRAME SCHEDULE DOOR . FRAME SIZE WD HGT TYPE i----,-----D:-cE:-T-A-IL------1 HARDWARE MATL GLAZING MATL i-------.-----.---t------1 HEAD JAMB SILL SET NO 3'-o" i-10· HM -A HM 3 0 7 10 HM --G HM 11'-8" 8'-0" Im. -C .· Im. ·?/-o· i-10• HM -D HM 3'-0" i-10· HM -E HM B HM 3'-4 T 10 HM D HM 3-0 7-10 HM D HM F HM 22/A-T-B,1 2J-A-T-B.1 22/A-T-8.1 23,A T 8.1 !1/A-T-8.1 12/A-T-B.1 22/A-T-8.1 23/A-T-8.1 22/A-T-8.1 23/A-T-8.1 22 A T---8.1 23/A-T-8.1 22 A-T---8.1 l31A.1118.1 22 A T---8.1 23 A-T-B.1 22 A T---8.1 23 A-T-B.1 21/A-T-8.1 - 13/A-T-8.1 - 53/A-T-8.1 21/A-T-8.1 -- 53/A-T-B.1 P005 P003 041 P013 P001 POOJ P013 P013 P011 NOTES REFER TO 44/A-T-B.1 REFER TO 41/A-T-B.1 EXTERIOR COILING DOOR PROP: REFER TO OEfA/l 52/A-T---8.1 HIGH TEMP LINING ON GARAGE SIDE: REFER TO DEJAIL 42/A-T 8.1 ELECTRONIC CARD READER ACCESS: REFER TD DETAIL 51/A-T-B.1 I DOOR TYPES ELEVATIONS Y-o· • 1 DOOOOlT lOCK,7--1-_.,,. FORCE ENIRY .--- DEVICE BY I ___, I ,1r111---i.---' ,c.rt....... ,____ ~ BRUSII 1'-6" A FORCIBf.E ENIRY I SEE DEIM. 34/A-T-8.1 • B' --0· 1 ii! [l1!JSH BOTTO~ .... 1 .I " Y-o" ' 1 I 1• -6" D HOLLOW METAL SEE DETAll 34/A-T-8.1 Y-o" ' 1 Dr,ll)B()tT V LOCK_..., ,.. BRtlSH ~ ~-'"--'--'Ir I' 11·-6"1 • B'-0" 7 ii! B HOLLOW METAL SEE DETAIL 34/A-T-8.1 J'-o" • 1 DfADBOlT V LOCK_..- 00 va0 ! Rfil!JER--- E HOLLOW METAL SCALE: 1/4" = 1·-0· 11 I PER r il!SCHED w :,:: C OOHfAD COltJNG DOOR • il!~--0· 7 J'-o" ·r F fK>LLOW METAL ---. • -ii!-8'-0" 1 Y-o" • 1 DOOBOtT LOCKl-.._j.---,.. DrAD BOtT. _rL--' PROP-,._ -I . BRUSH tn BOl!2_'t3, ~~_l._,j,. 1'-6"L G DfAIJBOI.T PROP SEE DE1M. 41/A-T-8.1 GENERAL NOTES A. FOR INSTALLATION OF SPECIALITY' DOOR EQUIPMENT, SUCH AS FORCIBLE ENTRY DOORS AND BREACH PROP DOORS, CONTRACTOR SHALL COORD!NA TE EXACT REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION OF THE DOORS AND FRAMES. B. CONTRACTOR SHALL COORDINATE THE INSTALLATION AND OPERATION OF NOTED CARD READER ACCESS DOOR WITH THE ELECTRONIC ACCESS CONTROL CONTRACTOR AND ELECTRICAL CONTRACTOR PRIOR TO FABRtCATION AND INSTALLATION. I KEYNOTES 201. KEYNOTE LEGEND KEY MAP l -- I I I • -5h1/2ffl1 TfiE.lt.lCWDE:0 DAAWl"'89.SPeaFICATtONa, ll~DeSIGN&MD- ARIU,NGB4EMTSRi:PRESENTE)THEREB"'( NlaAJW !i1-W.1,. ~ Tl1E.PROPERTYOIFRAMOE8'GNGAOLJPMDNOIWUT~SW.U. BE.COl'IEf\ DISC' osec TO OTl11oRS Oil USl:D IN CONNECTION. WITH NI'( WORK.OR PROJ~ OTHCR THAN THE. SPECU"IC PROJECT l'ORWHICl1. T-HA~ Bi;EN, PREPAReo.AND DE\IELOPED WITHOIJl'. THE WRITTa. COrlllENT Of ~ Ob!IIGN.GWUP. 'olSUAL CONTACT Wm-I THE6ia.lJFIAWING5 ORSPECIFICATICWS.Slw,.L CONSTITUTE COli!CWSIVE E.\IIIJENCECF ACCEPrANCE OF THESE RESl'RJCTKll<IS. SUBMITTAL, OF TiiESE DOCUUa,rrs FOR PUBLICA.GENCY F.E\IIE!W SHAU,. NOT BE CONSIDERED A WAl\leR OF IUIM. DESIGN GROUP'S MIGKTS. RRM DESIGN GROUP COPYRtG~ 2009 RRM is a Callfomla Corporation I i! rH++++++-1~ I liiiiii II!::::= ... ~ => Q w :c (.) u, a: g --11 ..... ;r,--"' __ i::=-----::-:"' - September ~. 2009 110757!);\.R-8., Door Schedule.dw!t ... _ 1107570 .... A-R-8.1 I c.1r. Y OF CARISBAD II SHEETS I ENGINEERING-DEPARTMENT. . 248 . . _ IMPROVEMENT Pl.ANS FOR: CARLSBADJOl!'irFIRSTRESPONDERmA/NINGFACIUTY DOOR SCHEDULE APPROVED WIWAM M_UJIMER ,~ef-~~~e~·a~~-~4~J<d~¼-Al~~~-~•::z:~c-::-,.:::-,;-=--P(/4.w,, DEPUTY CITY ENGINEER PE28176 EXPIRES J/Jl/10 vArt: CHl<D av, MHIRM IDWN BY: MH II R\l'tID BY, DI PROJECT NO. :3'G~ I D~1NO. / , r i ! ' ' ! ! ; I I i ' I l ; I i ; ! ! ! ' ' ' ' ' ! ' ' I ' ' i ' ' J ' : i I ' i i ' ' ' -- i l ' b I ' ' : l I ~ I ' ' ' I WINDOW ELEVATIONS WINDOW SCHEDULE MARK SIZE TYPE WIDTH HEIGHT MATERIAL Head Detail Jamb Detail Sill Detail NOTES 1 4· o-,,r-o-8 --23 A-T-8.2 23 A-T-B.2 --2 4' 0 4-0 8 23 A-T-8.2 23 A-T-8.2 -3 4-0 4-0 8 --23 A-T-8,4 23 A-T-B.4 --4 4 o-4·-0-8 -23 A-T-B.2 23 A-T-8.2 --5 3' 4 2-0 C 23 A T B.2 23 A-T-B.2 --6 4-0 4·-0-8 --23 A-T-B.2 23 A-T-8.2 -- 7 4'-o" 4•-0· A 24/A-T-B.2 12/A-T-B.2 FOR HOLD OPEN REFER TO -DErAILS 11 &: 13/A-T-8.2 8 4'-o" 4'-0" A 24/A-T-B.2 12/A-T-B.2 FOR HOLD OPEN: REFER TO -DETAILS 11 &: !3/A-T-8.2 r w r , -o·. W'// ' = ~ 9 J'-4· 4'-0" A -24/A-T-8.2 12/A-T-B.2 FOR HOLD OPEN :,JFER TO DErAILS 11 ,I, 1J A-1-B,2 10 J'-4· 4'-o" A 24/A-T-8.2 12/A-T-B.2 FOR. HOLD OPEN: REFER TO --DETAILS 11 &: 13/A-T-B.2 11 4'-o" 4•-0· A 24/A-T-B.2 12/A-T-B.2 FOR HOLD OPEN REFER TO -DETAILS 11 &: 13/A-T-8.2 • C> I .... 12 y-4• 4'-0" A 24/A-T-B.2 12/A-T-B.2 FOR HOLD OPEN REFER TO --DErAILS 11 ,I, 13/A-T-B.2 A 13 J'-4" 4'-o" A 24/A-T-B.2 12/A-T-8.2 FOR HOLD OPEN REFER TO -DErM.S 11 ,I, 13/A-T-8.2 SINGt£ SWING MErAL 'ftlNOO'ft UNIT W/ f1XEl) r AtlJM1NtJM PlATE GIAZING (REFER TO OfJAllS 11, 12, 13 & 24/A-T-81) .. - r " r -0" .... ~/, - rZ➔ ~' ~ ::,: , ~ I .... B SUDING WINDOW UNIT W/ f1XEl) l° ALUMINUM PtATE GtAZING - (REFER TO OITAIL 'IJ/A-T-81) SCALE: 1/4" = 1·-0· 11 I 1· w r , -0", ~ '-I' = ~ I 'ID C SUDING WINDOW UNIT YI/ FIXED l° ALUMINUM PlATE GIAZING (REFER 10 DITAIL 23/f!rT-81) "" . --_,_,-.. _ -· -- GENERAL NOTES A. WINDOWS SHOWN ARE TO HA VE ALUMINUM PLATE GLAZING IN LIEU OF GLASS. WINDOWS SHOWN ARE FOR TRAINING PURPOSES AND ARE EXPOSED TO TRAINING ABUSE. B. CONTRACTOR TO COORDINATE INSTALLATION OF ALUMINUM GLAZING WITH WINDOW INSTALLERS PRIOR TO FABRICATION AND INSTALLATION. KEYNOTES 201. KEYNOTE LEGEND KEY MAP l ------- I I I -y31;2011. THS.IWCI.I.IDED DAAWING8, Bf'~TIONS,IDEAS, DESIGNS.».D ARAANGEMENTS REf'IESSltlW THEREBY AREAlrilll SH4l.L lilE~lol ThE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHAL.L. BEOOF~, Dt8Ci OSFO Til OTHERS OR USED IW CONNECTION. WITH A.NV WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WH~H THf'!V HAVE BEEN PREPAREOAAO Dc\'El,,.Qf'ED Wll HO.tT TliE WRITTBI.CONSENT OF RRII.DESIGN GROI.F. VIS!..W... CONTACT WITH TMEBE D!IAWltrlGS ORSPECIFll;.<IT,OHS SlillLLCCNSTlilJTE cotla..USIYE'. E\IIOENCE OF ACCEPTANC!=: OF THl:.SE ~CTIDN&. SUEIMITT"1_ OF THe.sE OCCIJMENTS FORPU6UCAGENCVREV!av SHAU. NOT BE. CONSWEM=llA. WAIVEROF RRM DESIGN GROUP'S RlaHTS.. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Cafrfomla Corporation s :::) CD Cl) :r- ' if ~o ~I _, .... -o (.) N ,( <» LL. ,( C, (.) z --"' z Cl:I -.0 ~ II) i!i ;:: I-ca " .. ~ (.) ~ Q w >-Q Cl:I i!i z~ "' 0 C: ~ a. 0 0 ;:: wo 11,~ 0 .... co 0 I() ~N -LL. w ..I :::> 0 w :c (J II) ;: 0 Q z ;: iiiiiiiiiiiiiii September 9, 2009 ~ t!IJ7570.A.R-!t2-~cfWg ~ --1107570 E _, ~ A-R-8,L . ~ I .. c_ IT_ Y ___ OF: ___ cAR'ffiB_ AD ____ -.·11 s~EE~--1 ~ -~ ,----E!IIGINEERING DEPARTMENT _ _ 24&- IMPROVEMENT Pl.ANS FOR: CARLSBAD JOINT FTRSTRESPONOER T1WMNG FAClt.lTY WINDOW SCHEDULE 1------------------------------------------------------------~--------------------------------------------------------------------------------------~-------------------------, --··-. LJffN BY: MH I CHf<O BY: MHIY>M RV'M) BY: DI . PROJECT NO. "'580 I o~1 NO. I ; ' ! ' : ' j ! ' i ' •. • .. ' ; ! i l ' i t ' i ; i I ' ; ! ' . ' ' ! j ' I • I ' ! ! • . ! ' ' ! -- ! i LOW-VOLTAGE TRANSFORMER (INSIDE ROOM.) DOOR FRAME DOOR PER SCl!EDtn.E (!YP) ELECTRIC lRANSfER HINGE LINE or FIN FLOOR 12· '!-..a .... J BOX INSIOE Of' COOROL ROOM 1 1/'t CWOSED INSIDE ROOM DOOR CONTACT SENSOR BY 1-!AROWARE VENDOR. C\RD RfADER: ROUG!-1-IN BY DOOR 1-!AROWARE VENDOR, OOlD RfADER BY SECURIIY S'iS1EM VENDOR (SPEC!FIOOION NQlE;, _..___....__ ___ _.;:,.,_,__ __ 111o-.:::.:DMSION 16725) COORDINATE All l!;CIPLINE REQUIREMEl/lS PRIOR TO DOOR INSl'ALLATION. . I 1YP100.. rARD READER oooR ROUGH-IN EtEV. I 111 I 51 I NOTE: THE PURPOSE OF 11-IIS ASSEMBLY IS TO ALLOW INSER!lON OF MITAL DOOR . SIATS INTO ll!E lRACKS WffiCH Will ALLOW ll!E FIREFIGHTERS TO Pl?ACTICE 'BREACl!ING" or COILING DOORS. UPON BRfACHING ll!E REMNAmS Will BE REMOVED AND NEW St.ATS INSTALLED FOR THE NEX.f DOOR FIREFIGHlER. EXTERIOR SIDE --- =--LT'""" PROVIDE 8' -o• HIGH STAN!WlD Qll.VANIZED COILING DOOR lRACKS E'ACH S10E OF OPENING. -r--....~r BOLT MIN. PROTEC'IIVE CORNER ANGlf: NOTCH FOR lRACK ASSEMBLY CONCRETE WSONRY UNIT TYPrAl.: Rm:R TO DWGS. EXIERIOR COILING DOOR PROP, JAMB DEl'All t' 52 CONTROL OR EQUIPMENT ROOM SIDE -- 111-----ilt=====:H.M. DOOR Fl?AME H.M. DOOR -PAlNf FIN. ,,--VINYi. INSE!' ~DOOR BOTTOM ~Al,UMINUM Mill FINISH THR£SHOt.[) SCT IN FULL BIDWSIIC I THRESHOLD O EQUIPMENT &: CONTROL ROOMS 6" l53I 5" X 5" ANGLES WITT! r D~ 5" • 5" ,---CMU ll'All PER PlANS (TYP) M.B. 0 MIDPOINT: -, PAINT FlNISH TO MATCl!~:_:~C---t--1--r-r-~ s "-' lf.M. DOOR / y· 'xJ,---':+--f-TIPfC4.l M.B. ,0: ·4 I " I 0 INTERIOR SIDE PER SCl!ED.-----.... ____ _IL-'----"'-s;:::.._ HM DOOR VIEW FROt.t EX.lt.RIOR SIDE FRAME I EXTERIOR BREACH DOOR PARTW. filVATION SE'AlAN1' EACII SIDE H.M. DOOR FRAME: SOLID GROUlED -- 6" FRAME HIGH TEMPERATURE LINING PANEIS: INSTALL PER MFR. SPECmTIONS PROP ROOM SIDE H.M. DOOR PER SCl!EDULE I HIGH TEMP LINING O INWARD SWING DOOR AIR n CMU LINTEl:-------,;:-,""'""..--i,,r;:-'<i',i-'!"'1,.r / HIGH TEMPERATURE LINING PANELS: INSTALL PER MFR. SPECIFIC\llONS SEill.AN1' E'ACH SIDE 1-t.M. DOOR FRAME: I SOLID GROUlED-✓ -- ' ,.:;; ~} ·-~'.' -· ,,, .~ :~ PROP ROOM SIDE ~-1-----HIGH TEMPERATURE LINING ATTACHED TO INTERIOR FACE OF DOOR PER MFR. STD. 6" H.M. DOOR PER SCl!EDULE FRAME I HIGH lEMP LINING O 0~ DOOR 11 112·1431 "" w = ~ IX C, 8 ffi a.. CMtl ll'All PER MIS (!YP) ~H--IJ£MJBOLT LOCK PER ffflJWARESCHED. ·<:----4=F===-STD H.M. ~ AND FRAME SCT IN CMU r-ti-t---PRO'IIDE FORCIBLE ENTRY DOOR ASSEMBI.Y: INSTALL ,-......,.~-· PER MFR. POWER JAMB LLC MIDDLE VIUAGE, N.Y. (508) 586-1423 F1N FLOOR . I FORCIBLE EMRY' 1RAINING DOOR. 5" X 5" ANCl.ES WITT! r DIA. M.B. 0 MIDPOINT: -~ PAINT F1N1SH TO MATCll H.M. DOOR CLOSURE PLAlE (TYP) ----NOTCll DOOR FOR INSTAI.IAllON SfAlANT EACII SIDE ,lll hr-i:--,,:-'1111+-.,-t--:t'.-'"!t: It -~~erTrn~-'l- WELD TO FRAME 5" 't 5" 00' H.M.FR>IME: ~H.M. DOOR: MODIFY FOR ANCI.ES: SEE DITM. 41 /r-8.1 EX!IRIOR SIDE SOLID GROUlED aw m> -- I ExlERIOR DOOR DEAD BOLT BREACH PROP 3" 1311 1'-o" 1 oorntoR SIDE $ F~~.,.,___,~~H~±'.'?~·'1"~ //}/i/'-})i.t . .,,i ... t~ ... t-=1:· --++-- -- SrALANT E'ACH S10E HM Fl?AME PER SCl!EDULE GROUT SOLID -~ 6" 't ~\Y-CUT WEEP 0 EXTERIOR DOORS lYP. !---DOOR PER SCl!EDULE DOOR HOO DEl'All. 0 12• CMU r 32 12" CMU m--~-..__ SfALANT---~ E'ACH SIDE • ,i·' ... • . • . , d' ..... : . " : ..... HM FRAME PER-___:~-rF""fW SCHEDlltE 'lo GROUT SOLID--+--. DOOR PER SCHEDULE JAMB SllW'. ANCHOR, lYP. _ _, -- EXfERIOR ~ I DOOR JAMB DEl'AIL O 12· CMU CMU ll'All PER MIS (!YP) oo-H---DE'ADBOlT LOCK PER ~ SCl!ED. ~--f+=F===--H.M. DOOR & FRAME PER SCl!EDULE 1--,.,,,.......~rtll.l. MORTISE HINGE PROVIDE REBE 978C h-""7""'-. BRUSH (OR EQUIV.) E'ACH SIDE OF DOOR: Rm:R TO OE!'. 21 /r-8.1 DOOR BOTTOM CLOSURE Pt.AlE ... fi.M. DOOR PER SCI-IEIJU[f; PAlNf F1NISI! (TYP) DOOR BOTTOM: "REBr MODEL 978C OR EQ. E'ACH SIDE ALIGN W/Flll FLOOR f'INISH FLOOR I UNDERCUT DOOR BOTTUM BRUSH SEill.AN1' EACH SIDE · GROUT SOLID-~ -- 6" ·r EXTERIOR SIDE ;...---DOOR PER SCl!EDULE I DOOR HOO DETAIL O S-CMU 3• 1221 CMUWALL-----------.. SfALANT----, E'ACH SIDE HM FRAME PER--, SCHEDULE GROUT SOLID----.... DOOR PER SCHEDULE JAMB SllW' -- ANCHOR, lYP. OOERfOR .soc I DOOR JAMB DEl'All o s· cuu CMU WALL PER PIANS (!YP) ~H---DE'ADBOlT LOCK PER rwlDWARE. SCl!ED. ~---+f=f=:::::==--MErAL DOOR WITT! PLWD. & MITAi. DOOR: SCT IN CMl/ WALL OPNG. f--H-f--..:__PRO'IIDE TAC!m ENTRY DOOR ASSEMBLY: INSl'All PERR · ACIION TARGET INC. PROVO, UTAH . (801) 377-8096 SfAlANT Ar·-----~ WALL (!YP) ~wcur CONJ'. DRIPEIX;E • IX ""' o d :z:O..._. 0.. = ::c: a ES~ 0.. I OVERHEAD COILING DOOR O HOO N4Cl!OR BOLT PER ROI.UNG DOOR t&INtJOClllRER RECOMMENDAllONS MITAL HOOD BY O'IERlfAi> COIi.iNG DOOR MANVrAC!lJRER COIi.iNG DOOR ~BI.Y: REFER TD SPECIFICATION GUIDE RAIL BY O'IERHE'AD ROI.I.ING DOOR MANUFACTIIRER THE INCUJIJED DR4WN3B,. SPECIF•CATIONS,. IDEM, OESIGNSAhD ARRAMBEMEN'l'S REPRESENTED TI-IERBIV ARE 4ND SHALL R.alAlN Tlil; PROPER1'Y OF RRll\. DESIGN GIIOUJ'I ANO NO PART THEIWJF SW.U.. BE COPl.El\ D'9Ci OSFOTO OTiiERSORUSEIJ 1/olCONfroecTION WITH PH( WORK OR PRO.JECT OTHER THAN. Tl-IE SPECIFIC PRO.,ECT FOR WHIQi THEY .tA\IE BEEN PAEPAASUN«J ~~ WIT,K>UT lHEW~TTEl'iCONBENTOF RAMDE.!illiN.GROUP, VISI.JAI.CONTACT WITH 'THaE □IUIWN.S.(IRSPEQFICATION5.81-w..L CON6TITU1la CONCLUl:iM:. E\l'IOENCE OF ACCEPTANCI= Di-THloSE ~TRIC l"K:Ni. SUBMITTAL. OF TH=SE DOCUME!ltTS f-ORPIJBUt;M.ENCY REVIEW SHALL NOT BE.C0/11510~,. WANl:ROF RRM DESIGN GROLF'S RIGHT&. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation EXlERIOR SIDE OP!IO WIIJllt NOTE: DOOR F™MING HOW. B'1' DOOR MIR-FACTORY F1N1SH --I COILING DOOR JAMB DEl'AIL . COILING DOOR PER SCHEDULE FULL-LENG!-11' DOOR BOTTOM llfilR!ORCONC St.AB IY/CLR SOOR 0 0 '-·-- I i==i I L "lWI I 111 I ' -- COIUNG DOOR Sll PROVIDE ¾" X 48" HIGH OOIIED STEEL ANGLE AT OUTS1DE CORNER W/ 3-6" LONG EMBED ANCHORS CONCRElE M4SONR'1' UNIT TYPrAl.: REFER TD ~ COILING DOOR HE'AV!' Dl/lY Qll.\ffl!ZID STEEL DOOR GUIDES, INSTALL PER MFR. I 3" 1121 .; 'f ., 48" HIGH 1 1 ANGLE W/ PAINT FIN. CMU WALL ,JrEXPAN JOINT PREMOlD RE!NF. 0 18" o.c. CONC St.AB- SEE CML DWGS 1 1/2" 13 I!! ti ~ " 'I-_. =, Ol fl) ~ ::- ti I I "' I I !~ 11 ~o 11 -' ... -o (.) N < ~ I.I. < C, (.) z ~ -"O z (0 (t) -.Q ..I 02 .!!? ~ "' I-la 0 w " C ! D: (.) I!: w :>. 0 C a:s 0 ! z 3: 0 ill 0 C: ~ Q., 0 th -w .. a:o C) .... <O th It) 0: N -u.. September 9, 2009 tilfN! Door Detalls.dw!J ., --1107570 ~ au A-T-8.1 ~ I cr1lNEERrNG 0E?AR1MENT . 248 IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDl:R 1RAJNIIVG FACILITY DOOR DETAILS '---"'1<--Ul.---1. __ FIN:.c.:..:.f1=00R.=.:.:...._ FIN FLOOR ·~==================-··---· .. -..... -. -··--. --------~REFilfTO DOOlrSCIIElllJlrmroooR . --.. -. . -.. . . --~l,1IXIR it FlWAt .4SSEMB!.Y-PRO'l!Dm B'r -·1 APP~\/ED VIIWAM J;....e!-1/MMER / f DOOR BRUSfl 0011 OM -filVATION 1/'t 34 -.I TACTIOU. BRE'ACH 1RAINING DOOR HARDWARE FOR ADDITIOIW. INFORYATION. VENDOR. INSTALLED BY G.C. /4;($· 0< ~,S?lf7 l"J~/Or DEPUTY CtTY OOllNEER 'kk176 EXP1RES J/J1/IODA ~Bi~; M~ I .. :~~-I DRA;:1 NO. ' \ ' ' ! -.-_-_-. - ' -·7· ~---·---,~ ' i ' I ; ' 1 ' : ' ' ' . ' ' I ; i ' ' ' ' ! : ' ' . ! ' ' . i i ' ' ! : i : ' ' ! --;----------- ------- ' ., •• L-_• -, • ·'<• .---, ------------~ ---- EXTERIOR SIDE LINE OF CMU WAtl BEYOND .--......_ -• ' ., 18 Q\ tt.M. FRAME F!Jll'!' GROUIID W/ . 'l' . ,. PAIN!' FINISff, 1YP. -- . 1"-.. ,.. --I 1YPrA1. FOO:D WINDOW SILL -1' '' v/ 6' OR 10" . • EXTERIOR CMU WAU; S£E SIR!JCT. INTERIOR SIDE "-.. "-s , , ""', ..... ,;:---s::-"-~""_,,,,-,--EXTERIOR CMU '" ~ WAU; S£E S'lRIJCT. MPSONRY At«:IIOR-.......~ &,(" f-0:1 r-S<\VttUr r COIIT. ~ ~I/ DRIP O HOO ~""'~ ~ CAULK, 1YP. _/ I ,_, . ./' N tt.M. S!OP-------V j 18 Q\ tt.M. FFAME V f.........._ ., '1" .. :~ ~~ n:! __/V_,___,~ -I'---... , -t• lMICK F1XED V ALUM PlATE, 1YP. 6' OR 111' " ' . IITTERIOR SIDE EXTERIOR SIDE --I lYPICAL FIXED WINDOW HFAD @ CMU lmERIOR SIDE --' ~ r ¾' \_EXIERIOK CW ,F-"-;_u--=-WAU: srr srnucr. EXTERIOR SIDE -- lYPrAl. FIXED WINDOW JAMB @ CMU r 22 HfAVf -D!JlY OORtm> ALUMINUM FFAME SYSTEM: v REFER TO SPEC!~TIONS \ ~ ~ HEAD ,I CONr DRIP REVEill t• lMICK ALUMINUM -PtAl[ SET IN FRAMES ~~t~ ' . V .I ~ l'v I/ V SILL ~ CMU WALL rAI.V Fl/JSHING &: S£E S1'RUC'IUIW. -~ DRIP EDGE - I lYPICAL SUDING WINDOW HOO/SILL ..r---oomoR CMU WAI.I. PER PlANS A/ « REFER TO PlANS FOR OP£NING DIMENSIONS. TRAINING WINDOW HOO 11/t 24 EXTERIOR SIDE ./ EXIERIOK CMt1 WALL PER P1ANS 1//./,, '1/'///////////,1///// V//////////#///2 '½'.: V//2 V////////////,1///4 ~////////////#/'. V/2 I \ " I 1;4• Al.Ul,I f'lAl[ W1NIJOll' {lYP!CAL GlAZING PANEL) WINOOW lATCH: REFER \ TO DETAIL 13/r-81 \ --PROVIDE NEOOYMIUM IATCII (23#) MAGNEI' l(lf' TOP AND BUITOM: 'MNOOW S'MNC _/\~ PAR!' No. 07573 OR EQUIV. ~ M-\GNETS, INC 1-888-293-9190 I lRAINING WINDOW HOLD OPEN DEVICE EXTERIOR SIDE EXIE'RIOR CMU WALL PER P1ANS -~ MPSONR'f ANCHOR • ./ / k--CAUOONG (IYP} 'V//////~ ,/ ~ ._ . /··: '. £,. ·,1 . ., I' ', •·.:· f/• ·, / .• ,, :: '. ; '< t::'. :-• i "::f i-/::f::i~ f.,i.:il E--✓7 .• t:-►-~~ G~M. FRAME . V///m -~:· • • ,,,,-;--114• Al.UM f'lAl[ WINDOW (Gl.AZING} ' ·'-, '-., f I'~ !" n!ICK NID'RENE ~ET: (IYP) --. u'f." .• FlJtl. -HE!CHT ALUMINUM COO • . HINGE: SECURE TO CMU /JS SHOWN IITTERIOR SIDE NQE;, REFER TO PIANS FOR OPENING OIM£NSIONS. --I lRAINING WINDOW JAMB -HINGE EXTERIOR SIDE EXTERIOR CMU WAI.I. PER PlANS ---------. MPSONRY ANCHOR --------. CAUOONG (IYP)---------:-:~"-~~k,::~-~\., ~-, ,.. ---..... ' '" """ "-""' ,. fB Q\ PTO. H.M. rnlME :. , ·:,: . ~ :\ · •, • ■ ...... FULLY GROUlrD ----..__J .• : -. ·. -.. ,. -·.,~,.:·~•:.•· ~ --~r.--·t~:--.-,t:1--~ 1/4" ALUM PtAl[ WiNOOW (GLAZING}_:!\;,---., : }L~ ;/·:i;[:.: = ·~ . -_ . .. A ., :, ~ "-"-"-"' . rAI.VANIZID GIil[ THUMB lATCH -· \_ .assEMBLY: stJITOll( SlYl.E OR !" TfllCIC NEOPmlE ~~J:01 BY ~: (IYP) t-877-9#-6437---IITTERIOR SIDE NQE;, PROVIDE 2" LONG HE:AVf-D!JlY SLIDE BOLTS ON INIERIOR SIDE OF PANEL TOP AND BOTTOM FOR SECURING. I TRAINING WINDOW JAMB -lAltH ' -5/3J/20n Tl-llo.lNCl,.UOEO DIWNINGS. SPa:.lf'ICATIONS,. IDEAS, DEBIGNS.ANO. ■RffAt ce,nns REPReSenED TMEREBV ARE ANO SI-IAU. ~ ffll:: PROPERTY tJf r!HMOl::5IGN GROUP AND ND ?ART THEREOF SHAU. BE ClDffs:\. DIIICI 09EO TQ OTMERS OR USEll lM. CONNECTION WITH AH'f WORK OR PROJECT OTHER. THAN THe 8PEClf'IC PROJECT FOR WHICH TH£V HA\IE EIEEN. PREPNIEO AflCl DE\IEL.OPED WITHOl,n" 11-E WRITTBI.CONIIBriT OF RAil DE.!IIGlrt GROUP, ... 181.JALCONTACT Wint THESE 11RAW""3SOA SFECIACATIONS$i41.LCOl&TITUTE CONCU1$NE E\IIDEt.CE OF Aa':ePTAltlCE OF THE.&E RSSTRICTIONS,. SUEIMITTAL OF THESE DOCIJM~TS FOR PUBLIC AGENCY REVIEW SHAU. NOT BE CONSIDERED A WAl\leFlOF RAM DESlc».I GROUP'S RIGHTS.. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomla Corporation ~ s ::, !D Cl) ~ < • !; ti ! --... ~ I i; !~ 'I !I ~o -' ... -0 Oc-, < 0) u.. < C, (.) z --'0 z IIJ ~j I-lo 0::: (.) w >-Q IIJ z == 0 C 0. 0 (/) 'I: wo 0::: 0 I-co (/) It) 0::: N -LL. September 9. 2009 f'5 -[lemil1u!wg ~ --1107570 E ..__,=---'-'-'"-'=--'-"~-=---~ ~ ~ ----~l£1~~1N£!.~AR~~AD-I~ IMPROVEMENT Pl.ANS FOR; CARLSBADJO/fff FTRST RESPONDEff TRAJMNG FACtt.lTY WINDOW DETAJLS -APPROVED--IIIWAM~UMME'R---7-----~-- 4U,:(/4~ -.C, )';;--'..(,;, n "0'~/4 DEPUTY CITY ENGINEER PE28178 EXPIRES J,,17nO DA --.·_ DWN BY: MH I PROJECT NO. I DRA463-WIN_G, NO. CHKO BY: Mt+(;™ . ,r.:'3';::l, RVWD BY: f:, . . i '. ' ' ' ' ' I ' I , ; ; ' ' ' ' ' ! ' ' ' i ' 1-•~----- i al ; i 3' CONTINUOUS ALUMINUM L-CLIP, BOTH SffJES, 'tYEtDED TO MEMBERS ---.... 1/4" ALUM. PANEL W/ 2" SOLID BORDER: 1/4" ROUND x 3/'t STAGGrnED PERF'. PATTERN --._ 2· SQtJARE srm POSJS &: RAILS WELDED CONNECTIONS-, SID. 1t , CONl!NUOUS ~V. f!ANDRAIL:-....,_ WElD TO GUARDRAIL EXPOS£!) A"----' CONC STAIRS 6"x6"x ¾" ~v PIATE. iRUBOLr TO TROO 4' -0" MAX SPACING I INTERIOR STAIRWAY GUARDRAll/HANDRAIL tmE;. DISPLAY BOARD TO COITTAIN DIGITAL IMAGE OF All BUIUJINC FLOOR PlANS Wllll NOTATIONS lo TO DESIGWITIONS AND AClllAl LOCA.TIONS OF SMOKE GENERATORS, LIGHTS AND SPrAKERS FOR R£FERENCE BY THE TRAINING OFflCER. l~ 4'-o" · ~ Q 'b ~ ~ I ..., ~ \_ DfflfJ) "" ..,_ ~ 'b I ..., FIN FLOOR f OMX COITTROL FOR SMOKE GENERATORS ON S.S. SHELF UNIT: SEE SPECs. □□□□□□00 INIERAC!M: SOUND □□□□□□□□ ~SPECl~NS □IJCID 0 0 l)._Slffl'CH M: FOR tlAI.OGEN 000 TRAINING UGIITS: REFER TO ELECT. PLANS PLEXIGlASS DISPLAY BOARD W/ 2" ALUMINUM FRAME: SECURE TO WAil . I EQUIPMENI/CONTROL ROOM WALL -EL£VATION I 11t I s2 I 1 ~• X 1 t ~VANIZED RECESSED ANGLE WIii! 2-1 /2" • 'NaSON' S1lJD ANCHORS rACH SIDE C.I.P CONCRCTE FLOOR: REFER TO S'IRUCT. --- 2'-o· FLOOR OPNG. 2" X t RECl'ANGVtAR mR GRlllE W/ ~V. ,......,:u,. {McNICHOlS MODEL f7SC2 OR EQUIV) C\UlK @ FLOOR (IYP) RN FlR 24 GA, ~V SHEFJ MErAL FLAStllNG @ OPNG~ ATTACH W/ 'W'CON' SCREWS TO CONCRETE I EXHAUSf SHm O CONCRETE FLOOR OPNG. TS 10 x 4 Wllll PAIITT FINISH: NOTE: CONTRACTOR TO COORIJIWITION EXACT LOCA.TION Of BELL (PROVIDED BY Dll!ERS) Vlllll OWNER PRIOR TO INSTALLATION. REFER TO S1RUCTURAl DRAWINGS -',;---------~ 12" LONG 'UNI-STRUT' TRACK WELDED TO UNDERSIDE OF BEAM VI/ PAIN!' FINISH TO MATCH BEAM BEI.L BY OWNER--- ---I TOWER BELL SUPPORT TS 10 x 4 BEAM, PA/ITT FINISH: REFER TO STRUCTURAL OWGS BOO PLA'IE WElllED TO BEAM: REFER TO SIRlJCIURAL OWGS 3" -CHIC\GO "tYE-BOl.r Vlllll SPRING-LOK BOLT TO UNI-STRUT CROSS BrAM BE.YONO: REFER TO S!RtJCruRAL DRAWINGS 1===~==1------l=====I ~V. WJ\5HER Vlllll LOCKING NUT _.,, --- ~SWML HOISi' RING: MODEL f,16214 lo MFR'D BY ACTEK MFRC. &: ENG. CIIY OF INIJUSIRY (800) 752-7'119 NOTE: COmRACTOR 10 TllREE (3) REPEi.LiNG ANCHORS AT ROOF CANOPY LOO.: I OVERHEAD REPELLING PUU£Y SUPPORT 6" 12" MIN. (24' @ TOP) NOTE: ALL INIERIOR I-IANORMS AND ATTACHMENTS TO B£ ~VANIZED FINISH U."-0. 1-1 /2" II STD. STEEl GlfflOlffl: ~VANIZED BOTIOM RISER NOSE r II-"rAPCON" CO!JN!ER SU~...,..,;,.,..,,..-t½" -·-----~------~,---(MINEMBID-1-3/4") .... J~. -- ~ CMU WAil: SEE S!RtlCl'. --- 54 I lYPK'A HANDRAIL @ CMU WALL ~---(WHEK OCCIIRS) ~ ---=e::----F='=='t"7'"---!::r--f-l. CI.G, UNER IN C!R.N!!llfll! Tl!AINING COMl'IVmlEIII" CAB. DOOR SWlll!l -).,-~.--,.-)--,~ /'1---tt--PEIIEfflllJIOII 1IIRU ML FllilSIIEO FlOOR 1H PROP EQUIP. ROOII NCllE: ...,..,.... ' REFER 10 l'RQl!.'CI' Sf'£Clfkl1110NS FOR INIJMOIW. l.l'tt FIRE PftOP EQ!JIPIIENI AND S'tS'l8I lllfORW.11011. 1YPIOU. PROP PULLBOX ELEVATION ~-CONCRETE FLOOR SlAB: REFER TO STRUCTURAL DRAWINGS ' <I ' 4 ' r x 18 GIi. ~v. HAT CHtlNNEIS @ 4' -0" O.C. ATTACH W/ POWDER IJRMN FASl!NERS 4• -o· x 4' -o· x 1· Tl!K. PAOGDltrE PANEIS: ATTACH w I #B SCREWS (IYP) 4 " ~ !) <t;: -. ,;; <I NQ[;_ ' 4 CMU ll'ALl: REFER TO S'IRUCT. J-l' 'MOE X 1" ll!K. cqatJM S1UOOE 134.TIDIS O EACH HAT CHANNEL (BOTH WA'IS) 'IYP. CEtttNC PANELS: 'SUPER PADGENtlE" WAil PANELS: "OURALINER Kr REFER TO SPECID.TIONS -- 1 lYP~ PADGENITE PAN8. INSfAU.ATION Sprinkler Prnp Noles: 1. The purpose of !his prop is provide monuolly oc!iYated sprirMer heads inside noted rooms whielt wm flow woter as !he trainer chooses. 2. . Vlcler shall be !lllppiied through a slondard P.t.V. which wm signoi !he ex!emoi~ moimted fire heft when water is flowing to selected heads. J. The mosler gate wiYe is lo be loooted in a recesse~ }'OI\I box. When opened, !he flowing water will aelil'tl!e the P.1.V. and !he bell. 4. Inside !he building will hove a stmrd commercial fire sprinkler riser assemb~ wllich is to odd reorlSIII to !he fire !raining e¥Olu!ion. 5. Eoch sprinkler head shall have o monucl gate wiYe whielt will be opened or closed by the !mining officer prior to opening of !he mosler gcle ¥Oil'e. 6. Noted sprinkler heads o"' slm,dtnd ootrn,,e,clol type heads which con be repioced or inlerehanged by !he training office to det,Mishote l'Orious types. ROOMS TO RECEIVE SPRINKLER HFJllS • FIRE RISER ROOM fl13 (2 HfAOS) • tlAI.I.WA'I' ROOM ft16 (1 HOO) • OPEN TPffll!NC mt #205 (2 HEADS) • tlAI.I.WA'I' ROOM #210 ( 1 HOO) • LMNC ROOM #206 (2 HEADS) ROOF SPRINKtER HOO, 'IYP. -r,4-.,, CMUWAtt PER PlANS 2nd FlR ~\W.VE @ rACH . Sl'RINKlER ---HOO.~=--""'-4-=--=------------------- jRR~1~ER[ CONC stA!l ON GmE EXIERIOR CMU WALL (IYPiCII.) 1" ~ WATER LINE: HOtD TtGl!1' TO CMU WALL AND TO UNDERSIDE FLR/ROOF EXIERIOR FIRE BELL ACTIVATED P.1.V. 1YP ARE SPRINKLER RISER .assEMBl.'f POST INOK'ATOR VALVE-, RECESSED.'l'MO -BOx-W,-MA.m" ---·· --. GIITE"VALVE SIDEWALK: SEE CM!. I FIRE SPRINKlER PROP (2-SfORY BlDG.) !! ii FIN FLOOR ELEVATION PROVIDE 8" )( 4" OPNC IN WALL lo SHOWN EXIERIOR CMU WALL NYLON BRUSH rACH SIDE or OPENING: "REESE" MODEL 979D OR EQtnv. (IYP) FIN FLOOR SECTION. I THRU-WALL DRAINAGE SCUPPER CONCRCTE FLOOR: REFER TO STRUCTURAL HIGII mtPERAlURE LINING SYS'lEM: REFER TO SPECmllONS -- '' ' 3•-4• CMU SIW1 WAil 2·-0· FLOOR OPNC. EMERGENCY EXHAUST SHAFT: EXPOS£!) CMU OOILK @ FLOOR (IYP) 2" X 2' ~V. GRILLE YI/ 2" ~V. FRAME EMERGENCY EXHAUSf SHAFT @ FLOOR OPNG. 1/2" 22 rcort FLOOR: SEE S!RtlCl'. (IYP) ............ .i .•. jt ..... ·.•~ .. • ',',d ~-., . .. ·:.d. ·, ' .. ..... ,d •• . •.• .,. 4 .. ~"PIATE_/ TURNBUCKlE lW.l. JOINT MAZE PN,IEL PlAN!(S " BM PlAlE" SHOE SEE DETAIL 14/A-9.4 &: DETAIL 13/A-9.4 e-v--<Tr'P fl' I L 50 TOP MAZE flANEl SHOES I I MAZE PftNEI.: TOP SUPPORT 0 TOP F--f--"------.r SHOE r NEOPRENE PAD (IYP) l° ll!I(. P!ATES W/ WElDED JOINTS: BOTT PRIME AND PAIITTED FIN. (IYP) --< SHOEr--+-_.,_,r __ i' ~........-< 1YP 1-3/4" THI( f!OllOW m. METAL DOOR P!.AN!(S---. PRO\IIIJE ll!E FOtlOWING DOOR PANELS WITH PAINf FINISH -......,,.---,,.--+w-\.--'oe.,,..---,---• to -24" WIDE • 20 -36" WIDE • 20 -48" WIOE TOP SHOE TOP INIERSECIION 24 l PANfl 'MDll! L F1N FlR " ,, I MAZE 'PANEL ELEVATION: 24•, 35• &: '489 'WIDE 13/'t 1111 MAZE PANEL DOOR PIANKS (IYP) -~ ¾" BM PIAlE" Sf!OE SEE DETAIL 14/A-9.4 it DETAIL 13/A-9.4 ¾" ll!ICK NEOPRENE PAD AT BOTTOM RN FlR .A . . ., . •.! ,.., 4 ~ ·. + • ... ... . . • .. ... ,d • ••• •• ... • .d .\:. r. ll!ICK NEO~ • PAD: 2 EACH SHOE CONC FLOOR: SEE SIRUCT. l,-PROVI-NO_TE:_DE_50_BOTT_MAZE __ PN,I_EL_SIIOES_-,I I MAZE PANEL: 801 IOM SHOE TOP !W1. JOINT NEOPRENE ¾" PAD (IYP) .. 'l' ,. 'l' . r R.....: Et, / ,. I. f/' ., V : :1YP r-,.. . ,. ,., • • ,, ~ l° Tl!K. PlAlES W/ WELDED JOINTS: lW.l. JOINT PRIME AND lffllID FIN. (IYP) ~ fl' .. ·1 ·1 . "NEOPRENE ., ruJ (IYP) ,., BOTT FIN FlR . FIN FlR a "e--v-<'IYP I MAZE pN(l; BENr PlAlES ~-· ~ ----·' .., ·- Tl'IE. INCWDED DRAWiio6GS,SPEClF!C.llTIO~ IDEM, DESIGN&AlrlO ARAANG~TS ~eNTii.ll Tl'leRalY ARE ANO 5HAI.L. ~ ThE PROPERl't OF RRM Dl;l,K,N GROIJP /IND NO PIIRTTHERECF SHl'IU,. BEOOPU:(',. NSCI OSLO IO 01 t;E;H5, OR.~ lflt COfrrlJr,U; nUN WI rH Nl'f WORK OR PROJECT OTH£R THAN THE SPECilf'lC PRWECT FOR WHIGH TilEY HAVE BEEN PREPARED AND DE..,ELOPED W!TliOUT THE WRITTEN. CONBENT OF Ifill DEBIGN.GIIDIJP. 'olEUAl,.CDNL,\CT WITH TMl:SE lllU,WllilGS OR SPECIFICATIONS SHALL CCWSTITUTE CONCllJSIIIE. El;lllENCE OF NJCEP[l,NCEQF THEB£ RESmlCTIOkB. SUBMITTAI...OF" THESE DOCUUENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE COlolSIDERED A. WAIVEROF MM DESKIN 0ROUP'S Ii.IOI-ITS. RRM DESIGN GROUP COPYRIGHT 2009 RRM Is a Caltfomta Corporation ~ ~ C 'I--' :::, CD Cl) t < • ~ I ~ ! if :s ii ~ . ~, -o ..I --o (.) N < 0) LL < C, (.) z ~ -,, fl) z (1:1 ..J -.Q ~ z ~~ 0 I-:a C i= ~ I a: (.) 0 LU >-c2 Q (1:1 w ~ z == ~ Ill 0 C z ~ D. 0 ti) -LU ._ a: 0 0 I-U) fl) It) a! N -LL Septemt>er 9, 2009 •-Detl!lts.dwg ---1107570 A-T-9.1 ~ I Cl1~N£!:o ~A1;~~AD I~ ----------------------------------~--------------------------------- -IMPROVEMENT PLANS FOR: - --------------------- - B I NOTE: PROVIDE 25 TOP &: BOTT I INTERSECTION MAZE PANEL SHOES B--,., FIN FlR r NEOPRENE flAD (IYP} ·. 1XX1R + t/f/' I MAZE PANEL: INIERSECIION BOO PlA1E -· - -• --L • . . _ .. '.I' i -•. -. CARLSBAOJOINT FIRST RESPONDER TRAINING FAC/l/T'f fNTERIOR DETAfLS APPRQvm . WIWAM ';,.j:.LUMMER ~A<. .. c; -~-• ?'k o a;,:Y, DEPUTY CITY ENGINEER PE 28178 El<PIRES J WN BY: MH CHKD BY: ...MH/RM R~ BY: QI PROJECT NO. II DRA. •.'w10~NG_1_ NO.I "'5i;~-.. ......-. ,, ' ' r-·. --------·------- i . ' I ' . ' i ; i . ! ! I ' i ; ' . ' ' ' ' I , ' . ' . i -1 '• 4 SflF-TAP SCREWS 10'..:.o• ctG 0 r PRE-FlNISIIED F!BER CEMENT S11JING wrnt SMOOTH FINlSH rm'K'AL) r REMOVABtE ALUM ROD VI/ MTl sruD llf?ACE E:A. CORNER~~~~ 10 SIRUCT. ABOVE DBL JOIS'lS O OPNG. 2,f X 49" ctFAR, FUR PANRS 0 0 0 0 16 G\ 00.V. BENT PlAlE FRAME: 4 SIDES SEC!JRING PIN ONE END-~~WE, '-"""' -1-r X 4• ANGt£ WEI.I) 10 OPPOSING ANGLE: 3 SIDES K PROVIDE Sl'ANDARD 24X48 "IAY-IN" CEIUNG 111.ES FUR OPEN!r.t rm') 1➔• x 2" ANGLE WELD 10 OPPOSING ANGLE: 3 SIDES CEILING FRAMING FOR BREACH OPENING 1· 51 · g• X 9" X ! 00.V. Plfil W/ 4-r, WEI.IJED sruD ANCl!ORS . ., f' DI-\MEIER SIUD BOI.T VI/ 4" X 4" X f 00.V. PtAlE WASHER rm' 4) --- .. NOTE: SWMl. 1-!0IST RING: MODEL #44666W PS Mf'R'D. BY AClEl( MrRG. & E'NGINEER!NG CITY Of' INDUSTR'f, CAI.IF 91748 (Boo} 752'-712:J h.~,;v-<VIELD 10 PtAlE F.r. . ., '4 x 24" LONG II ANCH BOLTS, (4 ~ lUl'AI.) REINF'ORCED CONCRElE FlOOR stAB: REFER TO SIRUCT IJWGS. CONTRACTOR 10 INCLUDE INSTAI.IATION OF ! DECK-MOUN'!ED ANCHORS. I DECK MOUNTED REPfillNG ANCHOR ~ ' ' , ' ' ' . , ' '~r--CMUSIWTVIAll 1st FtR, -. . k 8'-0" INTERIOR SIWT ffllJlfl . t ....,_._ ,Ir. JI I PROP B.EVAlOR rAB -INIERfOR ELEVATION CONC FlOOR: ., l'1 14' -o• NOMM REFER 10 SIRUCT •• -==-----:~_i_~ CONT' MTl sruD lE1JGER W/ ,. . -" · · r DIA. A.B. 0 24• O.C. W/ 5" . ---. " EMBED. rm') 4 4• MTL sruo BRACE 0 8' -o• o.e. E'A Wfi'( , 8" MTl JOIST ctG. ""'::J.,.J ___ ..:..::___:::::,.,..,f,r,.'.".':.tj FFA\tlNG O ffi o.e. t- 10' -o• ctG. HGT •. FULL-DEPm BLKG. 0 4'-o" o.c. rm') r PRE-FINISHED FIBER CEMENT SllllNG WITH SMOOTH FINISH: C'AtJI.K All JOINIS rm') CONT SWANT rm')·-__,, PERIMETER BOND BF.AM @ CEft.lNG <J 'l' OPNG. -- .,,-----r • ALUM. ROD VI/ L'.'.J srctJRINC PIN (ONE END) 8" CMII ll'Al1, '!YI'. ➔• x 4" ANGtE W/ r DWI. n!RU-BOIJS (mlr FlNISH) '!YI' -1" x 2" ANGtE VIElD TO OPPOSING ANGLE "slMPSON" HIGH S1RENGTH EPOXY NmlR WITH r - 1ffREillJED ROD: utTJMA.1E TENSION 8,232 LBS (MIN EMBED &-3/4j 8" CMU WAI.L. '!YI'. --- fflI[; r ~ 1RACTEl. D-RING ANCHOR flS . Mf'R'D. BY PIGEON MOUNTAIN INIJUSfRIES, ~ (888) 764-1437 CONTRACTOR TO INCLUDE NSTAI.IAlO!N OF 25 D-RING AHCRORS: mw. t.OCA1ION BE OElERMINED BY OWNER. r -ALUM. ROO VI ,/SECtJR1NG PIN ONE END-~ 0 r Ii 11-tRtl BOLTS Wini FIAT WA5F1ER. (m' 3 PER SIDE) 0 2'-o· WS. OPNG. 0 I • 0 0 --...-SIM. SIM. MITER JOINT, '!YI'. "" RN. FlR. DOtJBt.E ANGLE FRAME :z: WELDED TOG'Ell-lER VI/GM.V FIN. (m') Tl-lie INCLUDED DAAWIMaS, SftECIFiCATIOHS,, .CEA&, DESIGM&ANO AAAANl3EMEN"TS ltiSPRESENTEO Tl"IEREBY ARE ANCI Sl'l,O,l,,I. REMAIN n11;,PRCPER1YOF RFMDESIGH.GROI.Jf'ANDNO f¥.RTTHEREOF &.-w.L llli COPIED, PSC O"!Bl 'OOll!ERfl IJRU<IWIN.OCMoEGTIOIII.WITH AHV WORKOH.Pff!JJE:CT OTHER THNl THE SPECIFIC PAa.lECT FOR WHICH TH!a'I' HAVE. BEEMPREPAAEOAIIID DE\I~ WITr,OIJT nuc WRITTEN.CONBEhlT OF ARM Da!JGN.GAOIJP_ VISUAl CONTACT WITH. THESE OAAWIIO&ORSl'ECl~ICATIOHS.....,_om.sTlTUT&COHQ.USII/E BillDENCE Of i'ICCEPTANCE.QF THESE l'\E:Sl'R!CTION&, Sl,;BMITIAL OF "THESE IJOCUU'='°'TS FOR PUBLIC AGENCY -VIEW 61-iALL NOT BE C0"4SIDliiR:liiD I\ WAIVE!\ OF RRM ~ GRCIJf''S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a California Corporation CEILING FRAMING AT CMU (Perpendicular) 1· 41 lARGE THRU-WAI.L BRfACH PROP -PLAN VD r 31 D-RING REPEWNG ANCHOR -EPOXY BOLT 1· 21 SMALL lHRU-WAI.L BRE'ACH PROP -BIVATION 1· 11 S£llEI) oor«mE Im(: REFER 10 SIRllCllM P!NIS 51PIROOR IWID M!S: I r 1M, 5t!E) 40 606.}-15 001!1lllED ILUMIII\III Pl'E--..., 'b S1B'5: I(' X 1" EXlRfflJED IIOl!J-15 I l.llllllfflll SE!!llllEl) !II Sl!PPI«: ~ stlftF!CE It/ ROONOED EllCES m IIIO OOfflll 11H L(W) oow:t1Y 1200f c:u+:MIE u«R MEIH. Im(: REFER 10 S1ROCtlliW. PlMS 4111 flD!II SEtlllE IIIJT1tlll !t/ll!DGE 11«:!itl!: \'ElllT SIZE !t/ llllltlF/CTlW!E SECTION VIEW 5'-0" 'b _, - Mt' WIJE x IKf' tlllG ROOF IIX:ISS IIIJt!I: 8IJSlS Of PE:llN; 'Pl!llEII-ROEIE ROOF lll1tll. 14 CA. Glt.VMIZEI) SIW. CttRB Mil 1111tt1 Wlilt fEAW oorr 11m NID IN1ERiOR lOCKING/lml!IIC IIMt PMlr FINSII.-~ ff.ll'Y' OOll' SIIIE R!lS: IIOl!J-15 1t11111Nt1i1 IJOOI WITH SIMtlSS Sim. SEIF lOCKING F.ISl!!6S .a illSIS ti' Ell RIii SIIIPS Vim: 'SIM SlEP" ltOIE. No. SUIII IIO, 10 ROOF fl'Jt!I. IWfflC!lRD B'I' ROl'!IJIE IMll'M:lllRlt«l i!t. (BOO) l!15-9!M8. Ill! tQ!ffi', 3'-0" rf==iii!F'=n...-----llffl:II SIKJIIN II IIPEtl l'OSIIIOII S£rulE ROOF illltlf 111D fLISIK 10 ROOF m:K PEI!~ SPEtifKllllONS. llf.ti( ii ---11-----Hl'IM' OOIY SIIE R!lS: IIOl!J-15 11-/ttMIIJII IJOOI Wlilt SIMll!SS Sim. M ELEVATION SllF lllCKIIG F.ISIMRS ,, ·· S1B'5: 4" X I' El(IRIOO) ~15 .lll.lllMIJII SERIIQEJ) !11 SIEPPIHll S1iRf'la: It/ ROONlED EOO!S m Ill!) 11011t111. MIN l.(lll)a,,cJYt200f ~ sa:m: lll7ffllll It/ 1IIIGE IIIC!lll: VERfY SIZE !t/ WIU'IClllRE. 1"f ~V. 00!.T VI/ 6"x6'X 1/2" 00.V. Plfil ffl~--- CMU WAU.: --, ELEVATION SIMI. HOIST RING: MODEL #46214 ,s MfR'D. B'f ACTEK MFRG. & fJlGINEER1NG ~l;:::;::;;:jp~:= CITY OF INOUSTR'f, CAI.IF 91748 ¾" RAD. 0 ·__..--,""""~ (Boo) 752-712:J EDGE. '!YI'. CMll WAI.I; SEE SIRUCT . SECTION NOTE: CONTRACTOR 10 INCltlDE INSI'AI.IAllON OF 30 PIVOT At«:l!ORS: FINAL tOC'ATION BE DETERMINED BY OWNER IN FIELD. f' ' HOtE FOR SECURING 1➔-x 4" ANG![ VI/ i9 MfETER M.B. (PAINr FINISH) B" CMU Vl,lll, '!YI'. ----.---r."7-:,rf- C'! =;::;=~::;:::;:= :::E -:;-..... I 1;.,.,• " ~ ~ l--' :::, m Cl') ~ < • Ii I SHIPS LADDER WITH ROOF ACCESS KATCH --- PIVOT PLATE REP8J.1NG ANCHOR -1HRU BOLT 1· 22 --- lARGE BREECH PROP -SECIION 1· 12 -' . _, ,\\~\/: \' \ ' w· . \ -- PROP El.EVAlOR ~ -SECIIOH ELEV DOOR ~ S1ll TRACK I '!,o • .., I 'h omcE 201 2nd FlR 24"x24" 00.V. ACCESS PANEL IN FI.OOR El.EV DOOR & C'ARRIER' TRACK 24"x24" <W.V. ACCESS PANEL IN FI.OOR 44 ci :z g.; 15 g ~ Lu D ~ 3rd FlR S CONC A.OOR SI.All: SEE SlRUCT ELEV A.OOR INOIC'AIDR El.EV C'ALL BUTTON ~ I '!,o El.EV OOOR FRAME omcE 201 2nd FlR t!NE OF INIERIOR El.EV SIWT ffl LINE OF ELEV PROP 00 SIRUC!URE CENlER . PAR'IING ELEVATOR OOORS ci :z: ~ "" C, g ~ ..... 6' -o• SIWT DEPm CMU S'1AFT WAlL EO. C lix13 lE1JGER W/ r HrAD M'CHORS: (5" MIN EMBED), '!YI'. r n!ICK 00.V. CIIECl<ER PlAlE VIElO 10 STEEi. f!SS 6x2l( f'RAMINC TOP a: BOTlllM II 16" oc (VAX} W/ 3x'Ji( Al'IGI.ES O 24• oc PERPENDICtJLAR. '!YI'. EI.EVAIDR DOORS. 1YP 'lo ELEV. Sill TRACK .!. !':i:: PER DOOR MFR. .. , ~ CW SIWT'NALL I PROP El.EVAlOR "rAB" -SECTION CONCRE1E FlOOR StAl!: REFER TO SIRllCT. DWGS. (r/l'lcal) r--36" t PEDESIR!m LOO> RATED FlBERGUSS ~ CMR AND ASSEMBLY SEJ IN CONCRElE: ""r it~ LF. MANUf'ACIURING CO. GIOOINGS. 1EXPS (BOO} 237-5791 OR APPROVED EQU1VAlENT ~1t±f . .,,... I "' FIN FlR rt ALUM. ROD W/SECURING PIN 4•-0· ONE END ~ WS. OPNG. ~-- £ 0 ~-I 0 • • . . 0 / ~ 0 / r t lHRU BOLTS-'12' Wini FtAT IVASl!ER, --► (m' 6 PER SIDE) ' _, ..,. ~ . :==, 0 0 0 ~ . ' ci :z • ~ ,.., c:::, :z: ,,, ~ . -..... ~ ,r ' 0 ,,1 31 "-~ ~ ,-J - MIJER JOIN!', '!YI'. .x = ~~ CO=:, :::e !;;is RN. FlR. ~ I i:i,! ::,e DOUBtE ANGlE FRAME 2 WELDED TOGET!IER Gft.l.V. FIN. rm') 1 lARGE -lliRU'.""WAI.L BREECH PROP -BIVATION I y• 113 r --... 'i ;i z 0 F .. 5 gJ Q 1'i li5 ~ ~o -' ..... -o ~ ~- LI.< oo z --'t:J z CIJ -,Q ~ .!! I-:a a: 0 w >-i~ 0 C D. 0 th ·-w ... 0:: 0 0 I-co th It) 0:: N --u. .. Septemb.,,-9, 2009 110rno-,t,S.9,3 C.11111g Detall!.dllg .._ 1107570 0:, ..I ~ w 0 a: 0 ii: ILi ,... z ~ C, ._I 25 ........-tARGEJlRFACfl 00 g __ i---_,,,. ,1--~r PROP: REFER 10 . ~. . ~-~-~ f _____ EXPOSED __ "fl __ , ___ ..,._ ___ i_. -~.c..c...,,~---~_ .. _,._·._~_1 __ 1-~~~------------1-··--~I 91t1iNEERING DEPAR~~ - . ·246 -·· DETAIL T'J/fr T-92. "-' LOBBY 101" 1st FlR 3/8" 44 ' i LOBBY 101 'oo ;:; C0'11'D<Tr' "--f' CIIAMfER O BOTT. IMPROVEMENT PWIS FOR: c3 ~)" ·EDGE OF OPENING CAR!..SBADJOM'FIRSTRESPOMJERTRAININGFACIUTY -{IYPIC'AL) -~ INTERIOR DETAILS J' -o• DIA. OPENING . (COOROl~TE Vl!JH ASSEMBLY) .. · APPROVED lt!WAAI E. PLUMMER · __._ ~lnlL ~' PROP B.EVAlOR -LOBBY SIDE B.EVATION -.13~ 1341 . . ,....-'I OOER==IO;;..;;;;R AB;.....;,ERG-. _00_:S_MANf!O_._LE __ .ftSSEMII-.. -. -:r-_· .-r-13-/4"-r-12---,41 OO'U; ~TY~ENGINEER~!---~P£~281~7,~6 'IP;!EXPIRES~,;;.J ;;.;;.;;.o o~yn DWN BY: MH CHKD BY: MHIRM RVWD BY: 6i -- I ' ! . . . CONT. SrAlANT -- / L . '\._ ;y-:CONT. DRIP EDGE rACH SIDE (!YP} .,j /'\_ · <i '\_Sl!APEO 4X HAll£R / W/ CTSK. A.B. 0 45• ---, I / o.e. INTO GRQtJTEl) · I / C£ll: s• EMllID MIN. :,c:7:;::::,: .. ·=·. ==--~v~· (!YP} / ,i.~-EXPOSED CMIJ WAU. . /~ ,r (CMU: SEE STRUCT.) " EXTERIOR SIDE lYPIOO.. CMU PARAPfJ C'Ji' . ~--............ = ---- --,-,-Jv·---- . f.S. . It I I Cl / Cl / 2'-7" " / EXIERIOR CMIJ / WALL PER PlANS-1-1--¥ "-/ f.S. -'-------------------I' .7" ,. i ' -1 ~ . . ' -r. , , ElE.VATION SECTION ~ . _ IEXIERIOR CAGED ROOF ACCfSS lftDOER -SEtD 11/t I 52 I ~ I ..... NOTE: B\5IS Of DESIGN FOR lADDER: o'KEEFFE'S, INC. MODEL f5J3 W / PIA1FORM &: RrnlRN. OR EQUIV. ID.. ( 415} 824-4900 ::----; == = = TOP ~-I.---' --- PIA1FORM---. r52" '---~, ~._!-9·~--....... WAll BRKr (!YP) :.. --.:. -ALUM SERRATEO = = = RUNGS (lYP)- -- - == 2'-7" - CJ 7 _Cl ---....~ .. - □ r--. " " □ Cl . " / V I/ / / / / / / • 'lo I ..., I EXTERIOR CAGED ROOF ACCfSS UDDER -SECTION 1/t 54 ------------- 20 ~ GM..V Slf[[f M'll ~ FLASHING W/t)RI? EDGE: COORO!m'!E WITII PROP VENDOR FOR INSTAI.IATIOH ~ - EMERGENCY EXI-IAIISI' FAH BY PROP VENDOR -EXIERIOR J-BOX: SEE ElECT. ~"-t:::=:::::::=;:~ /:='N=,L~-· ~ CllR8 0 OPNG. CONCRElE ROOF DECK: R£FER TO STRUCWRAI. --- ... ... V L ,, '· -... . EXPOSED CMU WAlt: SEE SrRUCr. . L ,. EMERGENCY EXHAUST SfWT O ROOF DECK 1/t 41 MANUFACTURER'S SID. PRE-F'AB ROOF CUR8 ASSEMBLY ,.., I I " I I I I I I I I I I I I I I I I I I I I I I I I I I mw.T SlflNGLES 0/ , 40# BlDG PAPER 0/ I I t PlWO 0/ M'll 1 I DECKING, TYP. -~ I : • 1.J 7 RIGID DECK F1llER - . • ,.., I I I I I '-EMERG. EXI-IAUST FAN /f I UN!f, B't' PROP VENDOR. I I I I ! tr SCREEN AT EXI-IAIISI' fAH jti R£FER TO DEJ. 33/r-9.4 I I _5•,., I l " I I • I I I I I I I I • . _ I 1__..., ' ~. sn. FRAMING: SEE SrRUCr. ,_ 1..,---H!GH TEMP LINING o/ ~ . 4• Mil S'llJDS O 16" o.e. 14 GA. BOO' PlA'!E 2'-o· "' i,-,.~ u ~ WALt: INSIDE • c.'.. SEE STRUCT CLOSURE: WEl.D TO DECKING -- -. j EMERGENCY EXHAUST srwr o PrrcHED ROOF I 11t I 42 j ., f . ., ,., • ii 6"x6" ~~ y W/l'MNT FINISH . B"x 6" CMU WAil OPNG. FOR Dl?AI~ FINISH FlOOR LINE (INTERIOR SIDE) 12"x12"x8" lrADER BOX W /PAINT FINISH --- • • . , ..,.. . . . . ' '!-., b I OOWNSPOUT STRAP @ 6' -o• 0.C. {MAX) & r' FROM ENOS (PAINT TO MA.lt'H) j 1YPK'>.L. TRAINING DOWNSPOUf-filVAllON 11· 143 I --- IITTER10R n·-COUPffER. __ .• SI.OPE TO Df?AI" ) . j 1YPK'>l lRAINING BUil.DiNG DOWNSPOUf -- V r. "SlMPsoN" VPA2 CONNECTOR 2x llOOI)_ OOCIA 12 r Pl.WO SHTG. 0/ 2xt0 WOOD RAFTERS 0 t6" o.c. (!YP) 1.r8xT2 TRrA'!ED SILL .) SECURE W/ r f ~ > / _--1 ANCH 80l15 0 24 oc / •• ,--.I L ~ :'\1/ ,.JL----"---~,Y 'OOTOH StJPrnlOR" f-42 lOOP FERRULE INSERT PROVIDE i x 8" lONG / NEOPRENE WA.5llER O rACH ,/ ANCH BOLT ,1' . ,.IPil_~. 4-,-L·•-. Ll-4-,,,~,-f CONCRrn: ROOF' DECK: R£FER TO SIROCIURAI. . <I '7'-'-~·---------~-"'---'----'::;> . <I. A . PrrcHED ROOF PROP B\5E 11/t 31 SEr PINI RlR lllll!llS!JN . r PlWO 0/ 2x10 RAFTERS @ 16" 0.C.: / y / / ·/ /A / NAIL @ 12" o.e. (!YP) / 12 i/ 3 c:----'" J v_,, ___ ->'""' I:? /~~ . · I/ -TR[A'!ED 4x10 l.EllGER w I r f HfAIJED BOU O 24" o.c. \ / -~ ,, / '>L----J--:-__,.,._ __ V 5"_:,~V /"' . V -EXlERIOR CMU / · -:--~ WAll SEE "SIMPSON" SLOPED / · · t::,, STRUCT. -- SrAT HANGER / · I/ / . / I PITCHED ROOF PROP O WALL LA 11\lW\ ...,,..-,__'1 l'l.ffll ~ttlG U/ 2Xlll 'k:;::;e::12=:::· ===~·__.,,.,-~:=:,f JOISTS @ 16" O.C. W/ ~ 1 I NAILING O 12" o.e. (!YP} / i--"SIMPSON" A-35 !'RAW) > CUP rACH JOIST --,-,, ,........,c· ~U"l., '--'--+•--r:•=·-:-i-• ........,.-?'9-8xT2 TRrATED Sill ,, • _ ANCH BOL15 @ 24' oc I. r -,"'~ 1// SECURE W/ r -CSI( PROVIDE f x 8" LOHG NEOPRENE W,ISIIER @ E'AClf / i\ ANCH BOLT ~ I \ . ~ -- j Ft.AT ROOF PROP ·aasr --I RAT ROOF PROP O WALL . ·-----•--·-··----- CONCRrn: ROOF DECK: REFER TO SfRUCTURAI. . - "-"DAYION SUPERIOR" f-42 .. lOOP l1RRtJI.E INSERT . l' TOP rAP: llEl.O TO POST' . , ~ , = 1/4X4 15 POST' W/ PAINT --.,--------lo F1NISII: SEE STRUCT. b b ~ ,,/;• DIA. 'EYE BOlls' FOR b' 0 _/ ~TTACHMOO OF' GM..V. I ...... ~-------1 ~ CHA1111 RAIUNG (!YP.} ' . ' EXIERIOR somr FRAMING: REFER TO IJETAIL 23/r-9.3-_, . - ..::. - -•y. FlASHING AT Bl!SE ftSPIW.T SlflNGIIS 0/ Pl.WO 0/ MEl'M.. DECK: {lYPr.AL ROOF} . EXlERIOR CM\J WAlt: R£FER TO STRUCTURAL PITCHED ROOF FALL PROlECTION RAILING 1/t 21 2x10 TR[A'!ED LEDGER: SECURE W/ r SnJD BOL15 @ 24' o.e. (MIN 3) ~ EXPOSED r PlWO PANEL NAIi.ED TO 2x WOOD FRMG I \ -GM..V FlASHING 0 PERIME'!ER ROOF FRAMING SEE STRUCIURAl -l~MPSON" FACE-MOUNT HANGERS SECURED TO WOOD LEDGER rACH 00 2x6 WOOD FRAMING O 16" 0/C W /BlJ(G @ MID-SPAr.t NQlI;, IBE INTENT Of PROP IS TO PROVIDE FOR REPEllllVE BREECIK BY FIREFIGITTERS. BR[ACII Pl.'tWOOD PANELS ARE TO BE EASILY REPIACEO. I PITCHED ROOF BRfACH PROP 11/t 1221 ASmlT SHINGI.ES CONT GM..V, VARIES o/ 40# B1.DG PAPER ~ BEHIND SEE STRUCT o/PI.WO Sl-lffi (!YP) :r::;~A-::-" . 4x TROOED , ~ _,... •. '.-• . -.:......... R£FER TO STRIJCllJRAl f~ BOARD • ,·, · · ·.. FOR ROOF FRAMING ,. .. w I OOII' FIN. \ ... ~- CONT. ~ULKING--' • ..::.. 4• MITAL sruo FRMG. @ 16" o.c. (!YP) _ _, F1BER CEMOO VEN1ED somr PANEIS (TYP)---' .,..., COHC BOND llfAAI: R£FER TO STRUCT. DWGS -"' I .... I ---'EXIERIOR CMU WAll PER .,J. SIROCIURAI. DWGS. GALV FLASHING W/DRIP--' --I RESIDENTIAL· SOFFIT ·t 1st· FLOOR· ROOF ·11/t 123j I WALL MOUNTED JIB CRANE ct HOIST UNIT • ,, ___ ----->f.3'.=-4!:.-" ~CMU~Of'ENING~~---¥' r!UM;_. l-<:t.lP, TYP. ~ ' I llEU) TO MOIBERS 1 LOCKIHG OOllllE 0 / MID-HEIGflr (IHSIDE FACE) _ / •••• PAIWU WAll E+-.3 ff.0. OOE HIHG£S TRASH CHUTE SWING GA1£ -EI.IVATION 1· 11 r I 36" ~1[ OPENING r-1.0CKIHG fWIDlE 0 MID-flEIGHT {lNSIDE FACE) 1 '!YPJOO. 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II& COPISO, DISC~ TO OTI-EAS OR IJSED IN CONMECTION WITH At« WORKORPAO.JECT OTHER THAW THESPECIAC PROJECT FORWHICK ntcY H,Wl;.QEEMPAEPl'IREO-AND Dala.oPEDWITHOU'T" THEWRITT~CONIIS'(l0f"RIIM06Sl!.NGROUP. \115UM.CONTACTWtnl THE!iEllRAWltlG60R~rlCATIQMS&W.LCON$TIT\JTe.CONCUISNE EVIDENCE CF NJCEPl"ANCEQF THESE RE6TRIC ! IONS. SUBMITTAL.OF TI-ilaS£ ~s FQRPUBUGAGENCY ~v~ SWIU.. NOT BE CONSIDERED A WANER OF RRM [JESl(]N. GROI.IP'S rllQHTS. RRM DESIGN GROUP COPYRIGHT" 2009 RRM Is a California Corporation 1++-l-+-1-1-+-l--li" rill ~, iiiiiiiiiill --... September 9, 2009 ExturierOetails.dwg --1107570 .... A-T~9.3 ,I ■ fSHEEil I CITY OF CARLSBAD 11 5 __ HEETS I ~ ENGINEERING DEPAR'TMENT 248 ·-... IMPROVEMENT Pl.ANS FOR: CARLSBAD JOINT FIRST Rl:SPONDER TRAINING FACIUTY--- EXTERIOR TRAINING DETAILS ,!:===============~ APPROVED W/W,W E. PLUMMER azP"4i' Z-:-S/4, ••• , a//4&/4 .. -DEPUTY CITY ENGINEER PE28176 EXPIRES JI."/10 ~ 7 DATE DWN BY: MH I CHKD BY: MM /Ru RVWD BY: DI . PROJECT NO. ~-~--~····· ··-·---··· ·-··--·· -- I DRAWING NO. 463-1 ~ --· -'-'-'-~ i . I • i . I I . I ! I ; ' . ' I . ! ' ' ' ' ' I , I I • I I I , ' I ' I ! ' ' ' i i I • , I i I ! ! I i ; i I : I • I , I • ! : ! ' I • I I , -, . . i i ' ' ' i • I .: • i ; . I ' - I I EXTERIOR SIDE f-±1 Glt.V FlASIIING: TOP, BOTT~ SIDES (IYP) DRIP EDGE NOTE: R£FERTO EXltRIOR EI..EVATIONS FOR 0~. DIMENSIONS lYPIC'AI. EXIERIOR WALL LOlNER 24 T-9.4 REFER TO SIRtlCT LINTEi. SCIIED. FOR 0~ REO'S. (IYP) SHIM AS REC'D. PROVIDE "POIToRft F1XED LO!NER MODEL SFV-445, WEl.IlED FRAME GltVANNrAI.E!) FINISH Wffil BIRD SCREEN AT lmER!OR SIDE. PAM EXIERIOR FACE TO MATCH ADJACOO ll'All COi.OR. (IYP) SET Sill fJ Nr.4RE51' CMU BLOCK MODtJlE FROM FLOOR (IYP) --- '6 I .., • CAUU( \:=~-Glt.VANIZED TOP CAP .. ., .· 8" I, CONCREIE FlllED Glt.VANIZED S1ID. PIPE: SP11CE O 36" o.c. PRIME AND PAINT ~_, 6" (I CONCREJE FOOl1NG W/ #4 SIIRRtJPS O 12• o.c. 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AUMNUM PANEL 'MU-I A -_.--rr-......----..,..J.1-_ --_.,...,, _-_---~......-.....-¾•.,.,..,.,,.,.,..........,.,..,......_. --_.,..,. ___ .. -... "" .. _..,., __ ···"'""·-··· ,...,~ , _ __,.,-1-,,.-1•-... -,. -2" SOI.ID BORDER AND 1/4" DD ::ie::::::i:nr ti,.1r.,pnc:io:□cc1c;:10 : ::iwocit::1ua.cDDGnuc::11:iuno 9-: :ic ROUND X Jla" STAGGERED DO :J □oor uaoaooo □c.no:ia 1 :ioooaono □cno-□caoc.n:to /U nn ,nnnf' nnnr1nr1nt1l'<lnnn • -1ririnnr;i·1nnnnnnnnnnnn-" • CENTER PERF'ORATID PATTERN' <1 ,1 <' <:.:: ,1 <' ..___ -- • 'N I 2" SQUAii: SlfIL POST mro TO -------------i -i' <1 . --~ _ _,,_ !!ASE PLAlE: SECURED TO CONC FTG <1 1o"x10", r GAI.V. !!ASE PLATE "/ 21--'--.... ~ 4-1/2', x 24' LOOG ANCH. BO!.TS -1 _____ <' __,,,_ SET IN 18", x 36" CONC F001ING ...1......_.:,:;..,....J\r.----"11.-·· w/ 14 SPIRAL CAGE REINFORCING. lYPrrAL EXTERIOR PERFORATED PANa. FENCE ELEVAllON CONT~V. Fl.ASHING W/ DRIP EDGE CONJ' MITAL GIJTIER (IYP} BENT PIATE "/ PAIN1' FINISH -4• MFJAt S1UD FRMC. @ 16" o.c. (IYP}--' FIBER CEMOO mrrED t-o· (lYP~} somT Pl1NElS (IYP) ~ Glt.V FlASHING W/DR1P-~ -- . . ... J'.:· ~ . .,,. • w RESIDENJW. SOFFIT @ 2nd FLOOR ROOF SIRUCTURAL SIEEl BEAM FRAMING, PAINT FINISH: REFERID S1RUC1VRAl D'M:S. ~ = ~ !;l ~ ~ • ~-... ~,· 'o; '. E! ' ,. E! . A.5ml!.T SHINGI.ES EMERG£NCY EXHAUST of 4of Bl.DC PAPER FAN BY PROP 1/ENOOR o/PlWD SHTG (IYP) ~ ~ - ----:z: =- PERFORATE!) MEJAL ~ PANEi. SCREEN: REFER ID DETM. 34/r-A-9.4 ~ REFER TO SIRllCTUIW. ~V ROOF JACK FOR ROOF' FRAMING FlASFIINC, lYP RESIOENTlAl ROOF SYS1EM PER PlANS CONC BOND BEAM: t SQUARESIEEl REFER TO S!RtlCT. IJWGS '!,,. POST WEl.DED 10 EXIERIOR CMU WM.I. PER ROCf BOO!, TYP. STRUCIURALIJWGS. ROOF F™MINC -i::::--~--.1------!i:.---=SEESIRllCTUIW. . • •• --- 1ft 43 I EMERGENCY EXK4usr srwr SCREEN -4" T'fl'. ~4" T'fl', t"-rf .. -4" T'fl'. - 4 • ' ' ' -· I• • • .. ...i.LlWwOC ::JUDD-OD '• ::n:.'.!oo.oo -a JDGC:OCJ a.... "in..,~-._,. 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BOLTS --~ • SEE SIRtlCT CMU WALL SECTION --- SINGLE PLY ROOF@ EXIERIOR WALL 4 POST REPEUING ANCHOR ~ S2 '-'-' ::c: "" = . :::,; ~ 'b I b "" □ '6 □ I ..... FIN GRADE ~ I = I I IQ u SEE SITE Pt.AN OF LOCATION 3 STIWIDS OF " 0 NYLON ROPE: PROVIDE AMPLE lENGlH TO ALLOW ROPE TO RES!' ON GROUND WHEN ~ IN USE STANOIRD ID.EPIIONE POLE i SUPPOITT WITT! TIIREE (3) f!E'AW Dtm' NYLON ROUERS/GUIDES ----STANDARO WOOD TEI.El'ffONE POLE WITT! i SUPPOIIT TOP: INSl'AI.I. PER SWIIJARD INSTAI.I.A110N -RE'QtllR!ltENTS: lYP 2 -r-----PRO'IIDE 3 ALUMINUM Fl.AC POLE Tr-OFF'S FOR ROPE. SIZE TO HOU> Fill. t.ENGll! OF ROPE IN TAUGIIT POSITION I I I I I I I I I I I I I I l J -------------------------------------- NO'IE: TliE INTOO OF TlilS PROP IS TO PROWJE A REAL LIFE OBS'lRUCTION FOR THE F1REF1GIIIERS TO kWIUE.VER AROUND TlfE1R EQtJft'MOO AND APPARAlUS. WHEN ~ IN USE, TliE ROPES ARE LOWERED TO THE GROUND. F1XED END I I I I u · 1 m.EPHONE POLE PROP I 1/i:" 1121 - t1 0 :J [! 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H.' ~---Tt'PICAL 1/4" PERFORATE!> ALUMINUM~.~~. -,.' -~ ~--'--2' SQUARE SIEEl POSr WELDED TO METAL PLATE TJ,,E IHCU.JOED DWIWJHQS, 8PECIFlCATIONS,. IDEAS,. DEBIGtl& AND &PP1"MGP05'm.i Rio~l=N l~ THERa!Y ARE ANO SHALL™ TlE.PROPioRTY OF RRlil~IGN GROUP ANONO ?AR.7 THEREl'IF 31-W.L Bl=. COPl=IJ,. IJISCUJBEO TO OTHERS OR USE£l IN GONloli:CTION Wint MY WORK OR PRGIECT OTHER THAN THE SPECIFIC PROJECT I-OR WHla-1 THEV l'IA\IE BEEN PA£PARECloAND DEVa.oPEO WITHOUT THEWRITIEftCCNIENTOFRAMDE.!IIGNaGAOUP. 'vlSUALOONTACTWtTlt ntESE ORAWING&OR Sl>ECIRC,ATIOMS SH.\i.1. Ol'.NITITI.JTECOMCLUSIYE EVIDENCE OF ...::cEP'TANCE OF l'HESE RESTRICTIONS. SU&MlTTA..OF TI-IE.S£ DOCUMENTS FOR.PUBLIC AGENCV REV-st;M.L NOT BE. C0"'91DEREO A. WAIVER OF RRM ~(3N GROUPS RIGHT&. RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Cartk>mia Corporation ~ ~ ~ J ..J => CD rn :r- ~ I ~ I 'I ; s 11 -~ I ~o -:J-.... -o (.) N < 0) I.L. < C, (.) z ~ -"O z m ~~ I-cu « (.) w >-i ~ 0 C: D. 0 ti) 'c:: wo 0:: 0 I-co ti) It) 0:: N -LI. September 9, 2009 -Delall!tdwg --1107570 ..., Iii ---:-··~ • A-'~'--'"''''~ ~1..,;,it:.11::iu-:; ....,-wn,....t· 1-----~ :t,...-o:cr-ou --~:n::n:;--rrcr ---Pn-cot • ! ■ ::ru □-,1nTi --:rn,::,·i:),:; ... ·-'--'~~~~~"-~--· ,.. ~ ----t-------::;;.------6".C'Xt-/4" METAi: Pl:ATr,-ectTEl>"--~-1-~~~~-'' c~l--_ ENGINEERING DEPAR1MENT I I~, ~ ~ .... . ~wn9_r • • JDoooo p:onooo • ... .,. .a.., .,r,...,,..,.,.~,•, ..,,,,.,n~·,n I.,.;, --- 1/i:" ALUMINUM PAl'IEl D A 2" SOI.ft> BORDER AND 1/4" ROUND ~ 3/P!' STAGGERED CONTINUOtJS ALtlMINUM L CUP BOTH . .:..------CENTER PERFORAlID PATIERN: SIDES, WEI.OED TO SlRUClURAL ~~~-~•---~---~---·-----------------·----Rm:RJO_SPECIFICATIONS. -··--. , ... ------MEMBERS. TYPICAL -----. lYPK'AL NJJMINUM PANa ATTACHMENT 10 STRUCTURAL MEMBERS 1 f~ 34 TO CONCti1-JE SlRUCTURE . ,{_.l.~-CONCREIE S1RUC1URE,_ SEE S!Rt/ClURAL PLANS . I ■ lo,- I GIJARDl?AIL AT tXI ERIOR IMPROVEMENT PLANS FOR: CARLS8AO JOWT'FfRSTRESPONDER TT?AINl1VG FACfl.!TY EXTERIOR DETAJLS. --APPROVED WIWAM.f?.PJ,yMtt1£R 1.4<!74_:.::·2;.i;w~¼~,.,,,.,-....i· ~~c,6a~~4'-~-...,~,~"li,,-,-==-=-0¢,~h DEPUTY CITY ENGINEER PE 28178 EXPIRES J O DAiE DWN BY: MH CHKD BY, MM mM RVWD BY: QI PROJECT NO. ./~~ ,_ I ---· ---,··------ '"""""='-----' ~ ' I ' ! i I ! i \ ! ' I ! l f '.: ! MEN's RES1ROOII 111 cp ' I ©--7 ' I ' I I I I 1/B-S-6.2 I \ .WIIIUR ROOM 110 \ ' \ \ \ \ \ I \ I \ I (1 I ,G) I QOO RES1ROOII 1119 UM-SEX SffilW£R 1111 11 0---t:==1 I t ' l ' ' } l -l ___:_:::..-1------1 -; -;--- ,- ' ' .;) ' Li I ! i t :_ !----------------------------------------- 1 ~~ r 125 r 11.20 El.EC. ROOM I m 1 11.17 9L __ _ ------------------- I ____ ... I I ____ .J twllYMY Im r SltlRAGE I 11~ I lffll !l(l(ll( ~ I \ I \ I \ I \ I \ I \ ~ 107 / \ I \ \ \ \ I 11.15 OOWI.Y I 113 I 1.27 1. \2 1.14 5.01 L I I I I I ' -' L L f L I I f I ' ' f I f I I I ' I ' ' L L I _,_ ___ L--~-~--'----1-----J GDDIJ. SlOIWI: I 1M I r-------r----, ' llfAl'OIIS ING MA 119 1 I I I I I I I I CIIECl(-IN Q1111ERING SPtlCE I 116 I ~ I lwtGE C!lll1HOl ROOM I I I 11s I --='-l-- 11.05 '------ Hlll.WI\Y 1 121 , 11!) SIM! 142 IWIG[ EQIJP. S10IWlE I I 121 I r~==:rT, -------------Ti;:-=-=-=-=============::;:;:Tr:==--, 1 II LI II IL II fQ II ll _J_l -LI II I I 11 I l l l II -------------I t .--------------m~~~~~~~:::,:-=,,-:::--:::--:::--:::,:-=,,-====-:::=irzi:~zi-222Z!Z! ,!-+-- -+-+-+ + +-+-+-+--+-+--+-..L.-..L.-..L.--1- 1 I I I ffNCE EQUP. ~+-+-,fc---\ STORAGE I I I 128 I " ===--==---=--====: EEEl=======---=--=--:===::f;i;fil I I I I I I 11 11 I I l I I l I I I I I ·1 l l I I l I l I I I II I II II I II I I I II II I (. I II I l l I I l I I I I l I I II l · II I I I Ii l I I I I l I I I l l I I I I II 11 I I II 11 I I I I I I II 11 11 II I l I l 11 II I I ::::::::::::::::::::::::::::::EttJ1==--=-=-=-========= I l 11 ' It I II I II I It I t I I t f I II I t t I t I ,---~ !---------: : I It I It I II I It '---------------1 12l'.B-S-9.1)-_ .. .. -a "' -a 11.09 \ \ --7 ,1 / I / I / I 11.12 ~ __ ON I ' ~ ' STOIWJE ' 1116 ' ' I ' ' ' ' ' R£All'( ' -----' ,IR£A I -t 10.01 11.27 3 B-S-6.2 "'"""'"·--:Y----~-~ 10.01 11.12 ----~ I R£lllY I ' ARfA I I I I -' ' L I I I I I I I "' > .. :u 0 > > :u :u 0 0 "' "' :u ... z "' z z "' "' z "' ... z z "' "' "' "' .... ID "' -a -- -S-9.1 9.01 ... -0 "' ~ :!! "' :u z C ..... z "' - -, ___ -_ - - 25-YMD RNlGE 9.01 11.09 tllO-TMO RNIGE I Ill I :i,; 0 0 :!! :u z z "' "' ... z z "' "' · ~-·'\ . .7 l'.B-S-9.1 I m N :!! z 0 .... z "' I \ \ \ / I I I I \ / I \ / I \ / I \ / I \ / I \ / I \ \ / I I I \ \ / I / BUl.l!J I 9.1 ~-t-t--.. 111.4P I I - I I I\ I \ I \ I \ I \ I \ I \ I \ / 1 1 .01 I I I 11.02 I I I I I I I I I \ I 6 ' I 1. FLOOR PLAN -RANGE & SUPPORT SPACES 1/fY' -1'-()" NORTH. I RI: ( KEYNOTES 5.00 METALS 5.21 ROLLING SHIPS LADDER 8.00 DOORS & WINDOWS B.01 4• INSULATED SLIDING DOOR W/ OVERHEAD TRACK ANO SELF-CLOSING SEALS AT PERIMETER 9.00 FINISHES 9.01 ETCH AND ST'AIN FIRING LANE LINES, NUMBERS AND FIRING LINES 9. f 5 PAINT 8" TALL BLACK LANE NUMBER ON . 9" T. X 6" W WHITE BACKGROUND ON FACE OF BLOCK. CENTER ON LANE (RE: 4/B-S-9.2) 10.00 SPECIALTIES 10.01 RANGE RULES SIGN. 2' -5" WIDE BY 2" -6" HIGH. TEXT PROVIDED BY CllY. 11.00 EQUIPMENT 11.01 BULLET TRAP/MANUFACTURER SHALL DESIGN FRAMING (TO PROVIDE CLEARANCE AT WALL OPENING AS SHOWN IN BUILDING SECTION) 11.02 PAINTED REDIRECTIVE GUARD 11.05 SHOOTING RANGE CONTROL CONSOLE 11 .09 BALLISTIC WALL PROTECTION SYSTEM (12" DURABLOCK ON 2• DURAPANEL ON 3/8" AR 500 STEEL PLATE) 11.12 PORTABLE EYE WASH 11 .13 PORTABLE BLEACHERS 11.14 ULTRASONIC GUN CLEANERS, N.I.C. 1 1 .15 .WEAPONS STORAGE 11.16 PORTABLE TARGETS 11 .17 AIR CANNON, N.I.C. 11.18 METAL SHELVING, N.I.C. 11.20 CEILING MOUNTED PROJECTOR MOUNT 11.27 PORTABLE WEAPON CLEARING TRAP 15.00 MECHANICAL (RE: MECHANICAL DRAWINGS) 15.01 SINK -Q.) (/) -.E ~ Q) n.. Tk£1NCWDED DAAWINGS, BP~TIQNe,. IOeAS. DEBIGNa.#IND ARR,U,1GEM8'fJSREPRESEKTEDntEREB'l'ARENrESI-W..I...REMAW THE PROPER.TV OF RAM OESk1t,, faRllUP AND Jrr.ll PAAT THEREOF SI-IALL BE. OOPlffi, DISCI.OSED TO OTliERS OR usen Jlll CQNIIECTIOlr,( Wlrn AW WORl( OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR Wi'ttCK Tl1!:V 11A\/E; BB':N.PRE?AREnANC DEVE:LOPED WITHOl.lr 11£ W!IITTBI CONIENT OF RR1i0£!UGN GAOi.JP. \IISLW. CONTACT WITH TliSS&~O~SPEQRa..TlOl<ISSHALLCONSTITIJTECOloia.l.!8IVE E\IIDENCE OF ACCEF'TAHCEOF THl;SE RESTRICTIONS. SUIIMITT~OF TrlESE llOCUMiiNTS FOR PUIILIC AGENCY AE\llEW SHAU. WOT IIE CCINlillOau:.0 A WAIVliR OF RAM C~IGN. GROUP':I RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomla Corporation "' "' < < Q Q • I--' :;:) co (/) ~ < • .. .. ~ ~ ~ f;l ~ ll, ~ "' ~!! "I ;s ~ !! " i ~, - ~ c:, ..I ..... -c:, ~~ • " u -~ ~ u -< I.I. ,c( oo z . z -g ~~ t-C\'I ct::O w >,. ~~ 0 C Q. 0 ti) "C: wo 0:: c:, r-co ct)-lt'> ct: N -LL --.. -~ .. !:WWW" " September 9, 2009 --Bf'001 .. _ 1107570 ..... B-S-2.1 I•' 1:11 ,d ~ 0. ~ 0 0 ..I u. w (.!) z ~ C) z ~ 0 :t: II) CITY OF CARLSBAD ENGINEERING DEPARTMENT ---MPROVEMENT Pf.ANS FOR: CARLSBAO JOINT FIRSTRESPONOER TRAINING FACDJTY SHOOTING RANGE FLOOR PLAN A~ "!~M~~£R DEPUTY C1TY £1',IGINEER PE 28176 EXPIRES J/J! 110 DWN BY: !Mi CHKD BY:-SD RVWD BY: MW PROJECT NO. .. ¼1'€, I DRAWING NO. 463-1 --------- ' I I I \ \ -\ --1 V, -=r-0 11) (I) ~ -,_._ G) IV IV .;i:,. 0 ~ -w IV ' .;i:,. ,_. co ------- = i ,_ t i ' i ; ' . I ; , I ' ' l l n •,( -® ~::zit--------B 6.2 -----------© IM-SEX_ RESlROOM I IJ2 14 IM-SEX RESTROOM I 1ll -------, L--~-------- 8 'lRilSII 00.0SURE 135 11.02 SI\Mt}Rtlffl' PROP 136 :i; 0 sru@JRt.MI' PROP 137 SIORtfr«Wr PROP 1:lll ~==-=-:=-=-==:-----, : ' --------7 l ------------------, I ---------------------71 ~ :;· -. .'• .. ··- "' (ft :i; 0 f , stMFIMcr C?f> l I PROP 141 I KEYNOTES 5.00 MET'ALS 5.21 -ROLLING SHIPS LADDER 9.00 FINISHES 9.01 ETCH AND STAIN FIRING LANE UNES. NUMBERS AND FIRING UNES 9.15 PAINT 8" TALL BLACK LANE NUMBER ON 9" T. X 6" W WHITE EIACl<GROUND ON FACE OF BLOCK. CENTER ON LANE (RE: 4-/B-S-9.2) 11.00 EQUIPMENT 11.01 BULLET' TRAP /MANUFACTURER SHALL DESIGN -FRAMING (rO PROVIDE CLEARANCE AT WALL OPENING AS SHOWN fN BUILDING SECTION) 11.02 PAINTED REDIRECTIVE GUARD 11 .09 EIALLISTIC WALL PROTECTION SYSTEM (12" DURABLOCK ON 2" DURAPANEL ON 3/8" AR 500 STEEL PLATE) ® I l --------------==---==~=--1r=-------------=--rr=11 I l I ® I I I 1· I I I I 11 l·I l l l ____ti\ ------------.,....-+-l:-+:-__ --_-__ -_-_-_-_-_-_-_-_-·_-_-_-_-_-t~-+:-_-..,+-; :-! --------------,,-:r.._ ... -_ ......... ----r(.,..,..,..,..,._ ... -il -1-----0 I I I l I I 11 II It 1 I I I I I ! I I II I I I I I I I I II I ...J. I IL II 11 --© "' -0 0 ' :i; :l:i :l:i 0 0 0 0 I \ 11.01 THE JNCLUOED DAAW11oG6, SPECFic.-.TIONS. IOEM, DailGNSANO ARRNIIGEMENTS .U.PR65EHn;o THER6IN ARE AND SHAU. RaWN THE i'ROPERTY OF MM.OE:5lGN GROUP AN!>HO FY.RT~ Si-W.L ~C'G'I~, D~ TO 01 ~OR USl=U IN COfrtlllECTION WIM AHV WOIOI: OR PROJECT OTHl:R THAN THE SPECIFIC PR0,,11:;CT FOR WHl<.H THE'I' tl,\\IE 8=Ek PRa>AREOAHD DE.\IELOPED WllliOUT Ti-EWRITIE:tiOONl!Elr,ll OFRRM~GROUP. \IISUALOONTACTWr.H THESEaRAWIMG& OR BFECIACATIOMi BHAIJ..cnt,jSITTLJTE CCWC:WSIIIE E\llll8tCE OF K:,t!,EPTANCE CF THESE RESTil!CTIOMS. SlJBMITTIJ. Cl' T<IESE ClOCIJM.ENTS FOR PUaUC "'3ENC:V REV!~ SHALL NOT BE CONSIClERED A WAl\reROF RAM DESIGW GROUP'S R!Ol·H8. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Ca!Hbmla Corporation l'IIIII I I l\WII ~ , ·-• .... C: .. • -!i • .. i ~ a. 2-m -• ;j a. iii ·m !:l :::, .. --a I c.. ls~ 0 i'l l -.. • • i..... .... ~ "-.. C: ~s I 00 .. ~~ ~ E ~~ ::'. C: C: -§ 2 .&in";:; 00 ~"'" ·;; ,.;: J ·-C: ;~ F V) .. ~-i (I) Cl i~. C: .,-;;;-,11 "'O 1 ~g, ~-1 ~ a.: E ~ V i i..... < i..... • e • ~ "' w e < ,., 0 0 z • •'!! 1•1 -I! ~ 0 -..I ..... -0 u N < ~ z I.I. < :s OU CL. -... :!] _:!] "' "' "' :u :u --+#----7<---------------'---------------t,;!--------t¾-------t-,i:"--,1.------+.f----f-;;:f-----t~---HI I z I!! -"' z CIS 0 0 z z z z z z z C) C) C) 0 C) C) 0 I \ r r z z z z z z z "' "' "' "' "' "' "' 9.01 9.01 100-TMI) rlNlGE :12 -S-9.1 11.09 -1-R.OOR PLAN -RANGE & SUPPORT SPACES 1/8" -f--0" NOR1H B-S-6.1 -.Q c2 ..I Cl) II. -.. w I-CIS (.') a: u z w >-~ ~ 3= C, z 0 C ~ Q. 0 0 ti) ;: 0 wo ::c a: 0 Cl) I-co I --® ti) If) fl: N -I.I. I I I l ~ eJihti \:,~-JY September 9, 2009 ----- · 1 SHEET 1 123 BP!I01 ... ,_ 1107570 B-S-2.2. CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENr Pl.ANS FOR; CARLSBAD JO!f(TFIRSTRESPQNDER TRAINING FACIUTY SHOOTING RANGE FLOOR PLAN APPROVED ~WAM E;):JJ!f!l"ER ~~~~Z~G~(~(Z~~-•-~;~~~.~~~~-~•~~~--~~0.~/4D/\~/4 DEPUTY CITY ENGINEER PE 28176 EXPIRES J 1 10 / T( V, -----';;T -----~ (1) 0 (1) :E ,..... ,__. Ci) rv w ~ 0 O'\ _,. w "' I .i,.. ,__. 00 i i ! i ! ' ' ' ' ! ' ! ! i I I ; ; -, ' cp I I I I I @----r-------, I I I I I I I I I I ©---!------I I 0 ©----t--------·1-11!<!11+ I lh=TF~"!" I I I I ©----L------·. I I I ©----r,:=::::::;:;;;~;;;i;;;;;;;;;;;;;;;;;;;;'.;;;;;;;; l 122 9--0 123 0----t;::::::====r;-;r::==!=='== 0 j 0 0 X 0 0 I I [8J II / I I I r f II 0 0 0 X 0 0 0 0 0 0 0 I I 9.02 15.05 X 16.01 16.08 . 5.04 I I 9.04 \ ®---·--~-==-===::::;;:::=:-i------ilt=======l:=====j:_;._J ' ' ' ' ~--------tt--,-- ®--_/ I I I I -tt--------------t- 119 I I ®---l-------7"==;=1 =========tJ 9-0 9 2 J cb 7 f 1 8 f r 0) I I I I I I I I I -------_ _J_ __ □ ... I '1 I + I ❖ I + I 16. ❖ I + I ❖ I + I ❖ I + I ❖ I + LI'S I ❖ IL I + I ❖ I + I ❖ I + I 'I I + I '1 I + I 11 I .I. T I 1, I + I 16.1 11 I TYP + I '1 16.09 I + TYP I 1 .02 16.10 1, I TYP + I ❖ -9.1 I + T I ❖ I + I ❖ I .I. ---- 130 --0 16. 1 TYP ==----=-W:: --- O- HS 11.07 f + I 11-t I + I ❖ I + '( + I ❖'( I + I + I 't"' I + I ❖'( I + I 'l<t I ... ... I ❖ I + I ,, I + I 'I I + 't I + I 1, I + I 't I + I ❖ I ... 131 KEYNOTES 9.00 FINISHES 9.02· 5/B" GYPSUM BOARD (TYPE X) 9,04 SUSPENDED ACOUSTICAL TILE CEILING 9.11 TRIMMED ACOUSTICAL TILE FACING 11.00 EQUIPMENT 11.03 HORIZONTAL AIR SPACE CEILING SYSTEM 11.07 CEILING REDIRECTIVE GUARD W/ FIBERGLASS {RE: DETAILS) 11.20 CEILING MOUNTED PROJECTOR MOUNT 11.22 CClV. CAMERA & HOUSING {MOUNT ABOVE BAffiE) 11.23 CCTV CAMERA & HOUSING {WALL MOUNT g s'-o") 9 -------,,zz=mzzztt------ , 5.00 MECHANICAL (RE: MECHANICAL DRAWINGS) 1 2 1 1 2 '.: .~ 1 2 :';. :I •. J 0 H 0 H 15.02 EXHAUST FAN 15.04 SUPPLY AIR REGISTER 15.05 RETURN AIR GRILL 15.07 OUCT WORK 16.00 ELECTRICAL (RE: ELECTRICAL DRAWINGS) 16.D1 FLUORESCENT LIGHT FIXl'URE 16,02 SUSPENDED FLUORESCENT LIGHT FIXTURE 16.04 TARGET LIGHTING 16.05 RECESSED CAN LIGHT FIXTURE 16.08 UNDER CABINET LIGHTING 16.09 SUSPENDED LPS FIXTURE 16.1 D SUSPENDED INDUCTION LIGHT FIXTURE 16.11 LAY-IN SPEAKERS 16.12 HORN SPEAKER ON BACK OF BAFFLE ------ 14 , / , ·' 11.07 15.07 1 B-S-9.2 16.02 TYP ~ 0 €? . I -"' V, -.E ~ "' n. "THE INCLUDED DRAWlfrrlG8-SPS:IFICAT!ONB, IDEAB.DEl!IGNSAND ¥1Rl:"4r.;;aHONTSRlaf'~EDntEREBY.AREANllBHAU.REMNN. Tlil:.PROP5RTY Of--DcBIG't. GllllllP AYJ NQ PNUT~~OF SHALL BE COPIED. DISCLC!IEll TO OTl-lE:i:tS. OR USE0 I/II CONNECTION WITH ~ WORIC OR, F'ROJECT OTHER TH,IIIN. THE SPECIFIC PROJECT POR \itili-ilCK Tl1EY l'IA.1/E B!!Ehl ~ AMO OE\IEI.OPED W!THOUT TH£ WlllTTBlCON!IEttrr OF R:RM.DE91GH GROUP, -.~CONTACT WllH ntESEDRAWINGSORSPECIFICATIOHS.~CON&TI1UTC.a»ICI.U6NE. EYI~ OF ~ANCE Of-Tli=SE. Rl=SfRICT~ GWMITTl,LOF l"Hl=SI= ~TS FOil PUBUCAGENCY RE'.'lEW SHALL t..ioT Bia CONSIDlaRl=D A WAI\IER OF RRM DESIGN GROUP'S. RlaHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation • • " ~ "' -• ;,!i z ,., " • 1:•1 • -ul • I--' => ; ID (/) <C !:l 3: • I ., .. ~ ~ I w ~ ~ 5 w ~ z Ii -~ ; ; 'I ~ ~, -c:, s -' .... -0 (.) N D. <Cm c., LI. < z C, (.) ,_I z w ~ (.) -"t, z ffl 0 ~· .Cl w I-1/) (.) -ii ... w I-ffl ,_I F' 0::: (.) LI. ~ w 0 w >-0:: l:l 0 O m w % z :t C) 0 z "' 0 C' s: ~ "' 0. 0 0: 0-c., w ... z 0::: 0 j::: I-g 0 0 fl) II') :i:: 0::: N II) -LI. -- ~! • a ~I ffi ---;;_w. 1: ~ M September 9, 2009 -·- BP001 .. _ ·1107570 HEI' B-S-3.1 ·~ EFtEC ( W CEltlNG PLAN. -. RANGc& SUPPORT-·~ffllO-T <1l>f--. -:---,--La.!!:-B-Cl:LJ-f---~--~---~-:---:---I -~~ :_~l11~~G-~E¾1;~~AD_ ~- MPRoVEMElfl Pl.ANS FOR: 1/8" -f-()"' NORTI-1 · CARLS8AOJO/f<r FIRSTRESf>ONDER TRAINING FAC/LfrY SHOOTING RANGE REF CLING PLN -~r ~::~iRES :IJl/10-o/~~ DWN BY, IYH I PROJECT NO. r DRA. WING NO. ~~ ~~ ~ . 36~ _ 463-1 \ ' ' ' j ! ' j ! j ' I ' ; ! ! I ! I . ; ' j ' ) ' ----- 14 11.07 ) 15.07 ) RE: 1 /B-S-9.2 16.02 ) 1YP --© r 20 KEYNOTES 11.00 EQUIPMENT 11.07 CEILING REDIRECTIVE GUARD W / FIBERGLASS (RE: OETAILS) 11.22 CC1V CAMEFIA & HOUSING (MOUNT ABOVE BAFFLE) 15.00 MECl-!ANICAL (RE: MECl-!ANICAL ORAWINGS) 15.07 DUCT WORK 16.00 EI.ECTR!Co.L (RE: ElECmlCAL DRAWINGS) 16.02 SUSPENDED FLUORESCENT LIGHT FlXTURE 16.04 TARGET LIGHTING 16.09 SUSPENDED LPS FIXTURE 16.10 SUSPENDED INDUCTION LIGHT FIXTURE 16.12 HORN SPEAKER ON BACK OF' BAF'F'LE 21 Tl-IE 11«:LUDEO CFiAWINGS, &PECllf!GII.T~ IDEAS,. llESIGJril&.UID ~EMENra REPRESENTED 1'MER9!.Y AAEANO 9.U.U. REMAtH. THI: PIQ'ERT'I' Of RRMOESIGt.lGADli'>ANDlrilOPAATTI-IEREOF Sl-iALI,. Bl..00PIED, DISCLOSED TO O"'flERS 0R.IJ9El) ~ CONECTIOH. WlTH AltY WORK OR.PROJECT OTHER THAN TI-IE SPECIFIC PROJECT FORWH~'l1-EVHA\IEREEN~NrlDDiiV~DW.TI-IOVT TlE. WRITTEII COWIE/IIT OF RIIJil.DESIGN GROUP, V~ CONTACT 'Mltl -DE&llRAWIN0SOR8PEQFICATIOMSSh#IU.CONSmUTECOt;CU&\IE ~IOEJrriCE OF M:CEP'l"IINCEOF ~i\i:STRICT10Ji&. BUIIMITTALOF Tl"le.9E. DOCUMENTS FOi;t ?UIIUC AGcNGY ~EW SHAU. NOT BE CONSIOEREO A. WAIVSR Of" RAM DESIGN. GROUP'S RIOI-ITS. RRM DESIGN GROUP COPYRIGHT 2008 RRM Is a California Corporation • .... .J 11111 l\1lll ... "' < 0 0. ::::, e bO C: bO ·-v, Q) "'O E !I,,_ !I,,_ "' <I ~kt. dr:'~( F../~I~~-~·r=· ~-RTu\·~•·GIV1~~1\~~v~~====~'!ifL.J=f~~.· ·---···~·7 r .. t;f,z .. _~~ l ..... ;i;;;;;; ........ ;;;;;;: ........ ;.:;;;; ....... ;;;;;;; ........... o-~Fn-.Jfj ==== .. ~r=D/r .. =·=,,· =·· ='. :;:::•f~~2~= .=======itn=======rr=r---------1-----<,(8: , '.: ~ \_ t:.~;:::::!::::::;b11=~.,tz-1:::::::::~~;::!1;:=P•~--!!!' .... !!!', •.• !!i! ... -----=l· S: ~c -;:.,:: ·:l· ................... !II! ... !"'! .... !"'! .... -... !!!! ..... !!!! .... !i!:"51=~·-t: · '.,, · ' , ---------F;;;:::;;;:::~:...:::::::;;;:::~ -1--0 :., o o ':!-1 7 1 7 ·, L.) J ~r t ·,. ' ::> CD Cl) 11 <( • {;;. X IL '-- : ~t{S L J.----,1L_ J · ~; ) =: fj ,? .· ~ •• , -;J · •. ~-. :",'!" :•• )··.· ~ .. • (J) r 11 .)2 ) • ll~t' " ~ "J .,. ' . ..,: O/, 0//// 16.12 1YP H + ( + ? ( 6.12 )--l 1YP ; .l ' ~ ~ ~ 1 T T ❖ 0. ❖ + + ❖ ❖ 16.12 ' r + 1YP s + Ps ❖ i, r 1:s.09 ) + 7<J> .... :rrP ( 1 . ' I t•,,,-1~.10 + I L -f!Yr' ❖ ... i( I + + ❖ ' i· , .02 ) s ' ' + + ft' . ❖ . ❖ .l .l ~ ~ -es== ~ -...,o,,,,~;;;;;;;;:=;;;iiij L 131 =-=RE:::..;Ft=E:..::;C-=-=I E=D'-C-=B=t==-N..:...::G::;_;;_:PLA=-=--N=--------'-"RANGEC...:::...:.==-_."""'"= ~ l/8# • f--0" NORTH <E T + 7-e + <E 7-e + <E 7-e + I I 16.02 , "-. TYP "-. ' J / { 15.07 ;)...l..l-llf--1---¾ RE: p;B--9 2/B S-9.1 <E ? <E I'\.. + I'\ ,_ 0 HS ,J_ l--" r-~ .. ("' / , 11. ~~ +-e I V IY II \.L .u ( 16.04 )-~ AFJV. REDIRECTNE GUARDS .. . ) 1-----{~ 21 ~ E 1iJ a.. IMPROVEMENT' PLANS FOR. " "' !! ~ ~ ~ " ~ :l! " ~ i 3 f t ;; 'I ~, ~ 0 -..I ... -0 0 N <m I.I.< oo z --,::, z IV -.Q ~ ti) ;: I-IV a: 0 w >-~~ 0 r= Q. 0 u, ·;: wo a: 0 t-co 0 It) Q! N -lL ;::&Y September 9, 2009 BP001 ---1107570 NET B-S-3.2 CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY z :s a. 0 z = w (..) 0 w ~ u w -I LI. w a:: w C) z ~ C) z j:: 0 0 :c U) SHOOTING RANGE REF, CLrNG PLN --- -APPR9VED -WIWAM-E. .PLUMMER ·-. . ----------&'(«4-t:-. ~· P4/.<?t.a, .., DEPUTY CITY ENGINEER PE28176 EXPIRES J 1 1() DATE.1 DWN BY: Wl:l I PROJECT NO. I DRAWING NO. CHKD BY: so .••·~·.~ RVWD BY: MW 463-1 • (n :::r fl)·. 0 ~~ ,-a C) rv V'I ~ 0 0-, ..... w l'V I ~ ,_. 00 I I I • I ' ! ' ' ' l ' ! ! I i ' ' I ' ! i ' ' l ' ' ' ' ! ' ' ·' ' i , I i l ' ' i j ' ' ' ' ' ' ! l ' I I ! ! ' I ' ' ; i I I l ' ' I i ' ' ' i I > I I ' i j I I _, I , I ' ' i ! l : i ' ' !: ' i ! l ' -i ' " • 0 I b ~ ~ +13'-4" VT,Q. Ff ...i..O'-o• I .I • ® I I I I I I " • 0 I i,:, • 0 I i,:, -HOR HOR t( STAIR 1 12s 1 KEYNOTES 9.00 F'INISHES 9. 15 PAINT B" TALL BLACK LANE NUMBER ON 9" T. X 6" W WHITE BACKGROUND ON FACE OF BLOCK. CENTER ON LANE (RE: 4/B-S-9.2) 11.00 EQUIPMENT 11 .01 BULLE:!' TRAP /MANUFAC'ltlRER SHALL DESIGN FRAMING (TO PROVIDE CLEARANCE AT WALL OPENING AS SHOWN IN BUILDING SECTION) 11 .02 PAINTED REDIRECTIVE GUARD 11.03 HORIZONTAL AIR SPACE CEILING SYSTEM 11.04 DURA-BLOC 11.07 CEILING REDIRECTJ\IE GUARD W/ FIBERGLASS (RE: DETAILS) 11.0B TARGET SYSTEM TRACK 11.09 BALLISTIC WALL PROTECTION 5" 5 I EM 1 I 7 8 ' NOTE: FOR SCOPE OF EtALLISTIC/ACOUST!CAL ENCLOSURES OF DUCTWORK &: SR.ENCERS RE: MECHANICAL &: 1 &:2/B-S-9.2 (12" DURABLOCK ON 2" DURAPANEL ON cp 14 3/8" AR 500 STEEL PLATE) 11.11 BALLISTIC GRANULAR FlLL 11.21 CEILING REDIRECTIVE GUARD W/ AR STEEL (RE: DETAIL) 1 1 1 1 .22 CC1V CAMERA & HOUSING (MOUIIIT ABOVE I r , ' ' I l I I I I BAFFLE) 1 11 .23 CCTV CAMERA &: HOUSING (WALL MOUNT @ -----i-, ----ir--------------===::-----.,.,1 B'-0") I 1 11.24 SEISMIC BRACING FOR EtAFFLES & I I AIR-SPACE CEILING SYSTEM I I I I I I I I I I ' r--> I ;;'; ► 1 15.00 MECHANICAL (RE: MECHANICAL DRAWINGS) CJ 1111111111111111I "! CLISSROOM STORAGE II OQD ElEC. ROOM 1 123 1 I I 1 "' 15.02 EXHAUST FAN I l I ,), 15.04 SUPPLY AIR REGISTER ( 15.06 ~ 15.07 }-,I 1 15.06) 1 16.09 ) 11.07 ). 11.07 ~ _w31 15.06 SUPPLY FAN o::: t= ~ / \ 15.07 DUCT WORK l=;:::=U 1,. 1 -----$'l!~~==t,t1-' ____ _:+-1-------+1-(~~16~-~10~)-~(1~1,;:.2;,4~}-qr-_~-----'--------------~(1~1.2:;;4~=--,<::--_~,J.:_-- fW.l.111.Y 1 20s 1 PRISM ROOM OD DMSIBlE I) , 1 16.00 ELECTRICAL (RE: ELECTRICAL DRAWINGS) TIMIMG CLASSROOM '\' \ I ~ \ g I 201 I __f~1-1-_2-3~)m ? 1B-<:-Q? ? 1B-S-9? ~ 16.01 FLUORESCENT LIGHT FlXTURE "'-----' ~ ,__ _ _,__ I / DASH~IJ V DASHED 16.02 SUSPENDED FlUORESCEIIIT LIGHT FIXTURE f!ALLWAY 1 121 1 lfflBtJLE 020 },j.....,._,. I r,,:, I I -~r·•/ 16.04 TARGET' LIGKTING 16.09 SUSPENDED LPS FlXTURE 16.10 SUSPENDED INDUCTION LIGHT Fl)mlRE u ., ""-<. 11.02 ) "' "' I "' 1 ~ 11.03 ) 1 11.24 J BUDDING SECTION (100 YRD RANGE)"""'" 1/8" -f--()" NO'TE: FOR SCOPE OF EtAlLISTIC/ACOUSTICAL ENCLOSURES OF DUCTWORK &: SILENCERS RE: MECHANICAL &: 1 &:2/B-S-9.2 ( 11.02 ~ d, ~ c 1s.02 h 0 15.01 > .f 11.07 A K 11.24 ~ ( 16.09 A_ ( 16.10 )'4 I I 11.01 >-. 11.24 ~ I. / / '-{ 11.21 ). ,1.24 A I ( 11.22 J-,i 15.07 ) '"!--if--,,1-/.,, / l?IB-S 9? /i DASHED ' \ ' ----- ~. ·.~ 11.09y ( c ~ ( ( ~ ( --~--r--r , l I I ... ,_J It r:,...." ' ' ~ft' _,,;:::t· ' , , , LL' 16.04 ~+ ~ j ~ 11.08 11.11 ) 11.04 ---e~ 9.1s r ~ ..,,9_--.., DASHED ' ; 11.01 ) t= ,... § " CL 1HE IMCUIOEDIJRIIWINGS, SPECIFICATIONS,.IDEM.DE:SIGNSMID ARRAN~MEN.TSRI.PR'=SENTEO THaESY AREMIDBHAI..LREWJlil Tlii:. PROr'~TV Of KRM DSI~ GROUP ANO NO PAR.TT rlEREOF SHALL ~COP~ DISOl.0Sl=O IOQlli=RS.URUSEO INCONJrrlECT!ONWITH ANY WORKORf'RClJl=CT □TH~~ THEOPECIFIC PROJECT FOR WHICH. THEY HIWE BEEM PREPARED MIil C81El.OPEll WITHOUl' THE WRITTEN CONBENT OF RfUo\DESIGKGAOUP. \IISIJl,LCONTACr WITI-I. 1Hlilic.UIV.WING5 ORSPECIFIGATIOIIIS ::lklALI..OCINSlITLITE.COhCU,Sr,/E 1:YkOENCE OF ACCEPTANCE.OF THESE RESTRJCTlot,IS. SUBMITTAL OF l11ESE DOCUMENTS FO.t PU8UC MENCY REVIEW S.I-IAl,.L NOT BE CONSIDERED A WAIVER OF MM DESIGN. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corpomtlon 11111 NIii 111.111111 0. :::s e bO C: bO ·-en C1) ""C E I,.. I,.. - ~C) ::i .... -C) ~ ~ LL. < C, u ~"O z co <~ a::: .:::: t-co a::: u w >, Q co z s: 0 C a. 0 fl) 1: wo a:: C) .... U) ti) I() 0::: N -LL. er, z 0 i= ~ ti) 0 z i3 -I :::> ID w C) ! 0 z i= 8 :r ti) oAAiliit •mat ~-.,,.... _____ 1 ... _____ _ DA'i! September 9, 2009 BSOOt .......... 1107570 ...,. B-S-s.1-2 BUDDING SECTION (100 YRD RANGE)mu --1-----------------------'-------------------~~-~---~--- 11-8"--_r--0"_~~---~---------------'-------~-'-----------~-~---~-----~-------------~~-11-~S:l~~NE~~-~E¾};~~~AD .. -------- -------------------- ' IMPROVEMENT PLANS FOR . CARLSBADJOlrff FIRST~PONOffi mAITVfNG FACILITY SHOOTr~G RANGE SECTIONS APPROVED -l'l!WAM k_J;ll~M£R-... ~--z'c LC;::;::J~~-~'2.::-~~ "tµ"-,a> DEPUTY CITY ENGINEER PE2Bt76 EXPIRES J 'JI 10-DATE DWN BY: M!"Wn -_ · 1 PROJECT NO. CHKD BY: CL -.3686~ -RVWO-BY: [ DRAWING NO. 46.3-1 ----- - ! ,I ' 'l ., ' . I \ ) ' f j ' ' ' I I I ( ! I ' I I I i I I I I I • I I i I I . I ! I .. Cf +:l4'Jo· 0v T.0.1ARAl'Er o'-o· 16.04 11.21 11.24 11.08 11.22 11.26 11.04 9.15 , 100·-o· FINISH FLOOR ----~ -· --------------·-----------------------~· Cf? I I I r HAI.LWAY I 200 I 1 PRISM ROOM I 122 I ------------------------------------------~~- 5 WALL SEClfON V2:' -f--0" . . . -,,~ .. ---· -----------------•-•-< ··--------· ----· ,-I '! ___________________ _ , I I I l """"' 1-111.LWI.Y I 113 I OMS!BLE TRAINING CtilSSROOM 1 201 1 WfAPOOS CIIANING AREA I 119 I 100·-o· FINISH FLOO r-------, l I l I I I I I 15.06 -S-9 RANGE COfllROL ROOM I 118 I 4 WALL SECTION V2:' -f--0" , ',, / , , , 16.02 15.04 5.01 11.07 11.24 4.01 11.09 3.03 w,;pot 15.06 2 B-S-9.2 - B ", 108'-B" ;;; ► "' .,; I f/) I Cl -( 15.06 "' 11.07 2 B-S-9.2 11,09 NOTE: FOR SCOPE OF BALLISTIC/ACOUSTICAL ENCLOSURES OF DUCTWORK & SILENCERS RE: MECHANICAL & 1 &2/B-S-9.2 - -,,II 11.01 11.oa ~ I p KEYNOTES 3.00 CONCRETE 3.03 FlLL WITH GROUT 4.00 MASONRY' 4.01 B" CONCRETE MASONRY UNITS 5.00 METALS 5.01 STEEL STRUCTURE (RE: STRUCfURAL) 8.00 DOORS &: WINDOWS 8.02 GLASS TVPE 1 (3/B" LAMINATED) 8.04 LAMINATED GLASS SET W/ CONTINUOUS NEOPRENE GASKEl'ING BEfWEEN H.M. GLAZING STOPS B.06 HOLLOW METAL FRAME 8.07 GLASS TVPE 2 (1/4" CLEAR) 9.00 FlNISHES 9.02 5/B" GYPSUM BOARD (TVPE X) 9,04 SUSPENDED ACOUSTICAL TILE CEILING 9.15 PAINT B" TALL BLACK LANE NUMBER ON 9" T. X 6" W WHITE . BACKGROUND ON FACE OF BLOCK. CENTER ON LANE (RE: 4/B-S-9.2) 10.00 SPECI/\LTIES 10.04 EXPANSION JOINT COVER 11.00 EQUIPMENT 11£ IMCWDED01¥1W~8PEC!l'k:'.ll,TIO!olS,IOEA&.D@SIGNSAND ~ENTS RePR£SENTSD TMEREBY ARE ANO &HAL!. REMAIN. THE l>RCPERTV OF MM CESIQN GROUP AND NO AARTTlielsEOF S~ HE COPIW. DISCt 09-0 r,:i O IHSl&OR\,ISSJ 1111, CONNt.CTION Will-I Ntt WORK OR PiWJaIT OTHE:R TI-IAN rHE SPECFIC f'FWJCCT FOR WHICH TI-.eY HoWE BEEN PREPARED ,\ND DE;\la..oPED WITiiOUT THE. WRITTEN CONBEl,IT OF RRllDESIGN. GROlP. \IISUALCONTACT Willi THese ~w,was ORSPECIFICA.TlO!oS S.w..L. CONSm~CC:WCWSNE EVIDENCE OF ACCEF"TANCE OF THESE RES.TRICTIOt,iS,. SlllMITTAl OF Tl-lESE DOCUUE"fTS FOR PL&..IC AGENCY REVIEW" SHAU. NOl' BE CONSIDERED/\ WAIVl=R OF RAM DESIGN GROUP-& RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Catifomia Corporation I 11.03 11.24 11.02 1 ';::::1 =1 .04==1~ .,L ~ 1 11. 11 BUILDING SECTION (25 YRD RANGE)...,.,, 9•15 -7~ ~ VB" • f--0" . 11.01 BULLET TRAP /MANUFACfURER SHALL DESIGN FRAMING (TO PROVIDE CLEARANCE AT WALL OPENING AS SHOWN IN BUILDING SECTION) :i B-S-9.2 FlRI RANG 3.03 4.01 5.01 10.04 9.02 9.04 8.06 3.03 8.04 B.02 8.07 24 A-S-9.7 .~ 32 A-S-B.7 2 A-S-8 ~ B.04 4.01 3.03 -------------- --✓ CONTROL ROOM 4 B-S-9.1 109'-o", 11.24 11,07 11.09 11.02 EYOND 4.01 3.03 I I -1 5 B-S-9.2 11.02 PAINTED REDIRECTIVE GUARD 11.03 HORIZONTAL AIR SPACE CEILING SYSTEM 1 1.04 DURA-BLOC 11.07 CEILING REDIRECTIVE GUARD W / FIBERGLASS (RE: DETAILS) 11.08 TARGET SYSTEM TRACK 11.09 BALLISTIC WALL PROTECTION SYSTEM ( 12" DURABLOCK ON 2" DURAPANEL ON 3/B" AR 500 STEEL PLATE) 11.11 BALLISTIC GRANULAR FlLL 11.21 CEILING REDIRECTIVE GUARD W/ AR STEEL (RE: DETAIL) 11.22 CCTV CAMERA & HOUSING (MOUNT ABOVE BAFFLE) 11.23 CCTV CAMERA & HOUSING (WALL MOUNT O B'-0") 11.24 SEISMIC BRACING FOR BAFFLES & AIR-SPACE CEILING SYSTEM 11 .26 TURNING MAN TARGEl' SYSTEM 15.00 MECHANICAL (RE: MECHANICAL DRAWINGS) 15.02 EXHAUST FAN 15.04 SUPPLY AIR REGISTER 15.06 SUPPLY FAN 15.07 DUCT WORK 16.00 ELECTRICAL (RE: ELECTRICAL DRAWINGS) 16,01 FLUORESCENT LIGHT FlXTURE 16.02 SUSPENDED FLUORESCENT LIGHT F1XTURE 16.04 TARGET LIGHTING 16.09 SUSPENDED LPS FlXTURE 16. 10 SUSPENDED INDUCTION LIGHT FlXTURE -• f--' ::, CD (/) fl < • Ii ~ ~ w s I<! s il, w "' "' "' ~ !I • I ~s ii ~, --.. September 9, 2009 BSOO'! ......... 1107570 .... (I) z 0 j:: ltl UJ _, ...I i a!J C, z i5 ...I ::, Ol w C) ~ 0 z 8 :c UJ B-S-6.2 fSHm7 CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT SHEETS 248. _ IMPROVEMEl'IT'PlANSFOR: CARLSBAO JOINT FIRST RESPONDER TRAINING FACILITY SHOOTING RANGE SECTfONS -----------------,-----------·-·---····~------------.-----·---------- . APPR_9,~ED ~W~PLUMM£R ...uZ-?4:-...,,, , •t. . ~ F :C.~------ 2 ~~~~SECTION W!lOD) DEPUTY CITY ENGINEER PE 28176 EXPIRES .3 :31 10 DWN BY: WH I CHKD BY: SD . RVWD BY: MW _ PROJECT NO. ""~~-I DRAWING NO. 463-1 -. - ' -•--e --•·• ~,,. •: -, • -• .•~ ~ •.· •-•-•-:. -•-•~••· •-. ,. -•• -••·-··'<: , • """I' I I ___j V) ~ (1) (!) ..... ..... IV -...J 0 \ 0 :E G) .> ' ' O'\ -·W "' • .> I-" 00 . ' . ' i ! i I I I I I ' I I I ' '. ' i I ' . I ; ' I i I : ' ' ' ' : ; ' ' . ' ' • I I I i , I I • ! I • r I 11 ' • I I : I I ' I I ' I I : I i j ' I I ' I ' ! ' i I I I I : ; . I I ' l i : ! i i ' ' ! 1 , I '. f t I i i i 11.05 6.07 AXONOME!"RIC PA MICROPHONE AND COIIITROLS 6.06 ~ ... TRAP DOOR INDICATOR LIGHT EXIT DOOR INDICATOR 5 CONSOLE DET Al. 1 1/Z' -r-o-IQOQ8 11.24 5.03 2· 5.05 5.02 11.06 I L _____ _ TYPICAL S I EEL DET Al. 10 ~ _ ~ECTIVE GUARD 6.01 9.06 6.03 10.10 A.F.F. 6.16 9.11 1nnu 13~~ TROUGH 6.07 6.06 11.05 7.01 1·-0· -,/'-------,!'-'!,i. 6.03 2·-,- 4 CONSOLE DET Al. 111z--r-o- I I ~ 2· ~ I I 111;2· I +---,..---1f--{( 11.24 ) I I I 5.02 I II ---+---"~=-~~,I<--~ 9 SIEEL DETAI. 3• -r-o-JP011 ' I I I I I I I I ~ ( 11.24 ) I I ' 9.06 10.10 ' ~ -... 9.11 6.01 6.16 5.07 16.01 5.06 4.01 IOIID7 I "" 6.01 9.06 6.03 10.15 ~ a·-o· A.F.F. 6.16 9. 11 8 3 CED.NG 11.24 9.06 10.10 10.15 6.03 6.03 9.11 REDIRECTIVE GUARD (FIBERGLASS) 11.24 10.15 9.06 10.15 • ~--... 9.11 6.01 6.16 16.01 LIGHT TROUGH -RRE""'. 1 1/Z' -f-()" 5.20 I II II II II II II II II II . w: . u· IPOQS ) • "' • ., ~ .... 2 5.05 11.24 5.09 6.16 5.04 5.03 5.20 PISTOL RA 5.02 RIFLE RA '€\ CEILING REDIRECTIVE GUARD 3/4" -r-o-(STEEL) • (D 7 ;8?~ ALL FAIRING • "' I ,., 11.09 3.03 12 ;8?~ ALL FAIRING IPQM 5.03 5.08 1YP. 1"""5 11.09 4.01 3.03 5.06 5.07 5.20 I"""" 5.07 5.10 • ., --, 5.20 ~ ----~--I I 25 YD RAN -----... t ----J 100 ( 5.02 D RANGE 11.06 9.11 5.06 4.01 REDIRECTIVE GUARD 1 WALL MEMBER PLAN 1ggga 3" -r-o- 5'~ ~ 1/2" I I I • I ~·pr<i1:iii-:f--#) I ' ' 5.10 ' I -" )'; I I PLAN 5.10 - ELEVATION 6 REDIRECTIVE GUARD WALL MEMBER 1 1/2:' -f-()" I ~ I ~ I I I I I I I "' I ' -I I I I IIPlZ ( 11.24 ) ~ 1$/16" 15/16" I I 5.02 I I I I 11.06 9.11 REDIRECTIVE GUARD 11 ~ER MEMBER DETAIL m, KEYNOTES 3.00 CONCRETE 3.03 FILL WITH GROUT 4.00 MASONRY 4.01 B" CONCRETE MASON RY UNITS 5.00 METALS . I 5.02 3/8" ARSOO STEEL Pf.ATE 5.03 STEEL CHAIN NO. 0 - 0 WITH "S" HOOK EACf-1 END CLOSED OVE R LINK AND EYEBOLTS 5.04 TURNBUCKLE 5.05 EYEBOLT 5.06 1/2" ANCHOR BOLTS IIIITO WALL (2 PER BRACKET). FILL CMU WITH CONCRETE 5.07 WELD STUD 5/16" -18 X 3/4" WEUD TO Pf.ATE 6 PLACES 5.08 COUNTERSINK BLOCK ING MECHANICAL FASTENER 5,09 3/8" THR.ADED STU D, WEUD TO STEEL PLATE. TYPICAL AT A LL BLOCKING. 5.10 STEEL ANGLE 6" X 4 • X 5/16" X LENGTH OF REDIRECTIVE GUARD, WITH 4 1/2" ANCHOR BOLTS 5.20 1/4" AR500 STEEL Pf.ATE 6.00 WOOD & PLASTIC 6.01 2X F.R. WOOD BLOC KING 6.02 PLASTIC LAMINATE CO UNTERTOP W/ P.LAM. BRACKETS 6.03 CONTINUOUS 2X F.R. WOOD BLOCKING 6.06 PIANO HINGE 6.07 CABINET LOCI< (2) 6.16 1 /2" IIIITERIOR GRAD E F.R. PLYWOOD 7.00 THERMAL & MOISTUR E PROTECTION 7.01 S.ALANT WITH BACKER ROD AS REQUIRED 9.00 FINISHES 9.06 3/4" C.R. CHANNELS ON 1 1/2" C.R. MAIN RUNNERS SUSP ENDED FROM STRUCTURE 9.11 TRIMMED ACOUSTICAL TILE FACING 10.00 SPECIALTIES 10.10 7 /16" LEVEL 3 BULLET RESISTANT FIBERGLASS MATERIAL ATTACH AT 12" O.C.E.W, STAGGERED FROM UMP MASS FASTENERS 10.15 1 3/8" LEVEL 4 BULLET RESISTANT FIBERGLASS PANEL 11.00 EQUIPMEIIIT 11.05 SHOOTING RAOOE COIIITROL CONSOLE 11.06 REDIRECTIVE GUARD FACING (BLOCK AND PLYWOOD) 11.09 BALLISTIC WALL PROTECTION SYSTEM (12" DURABLOCK ON 2" DURAPANEL ON j/8" AR 500 STEEL PLATE) 11.24 SEISMIC BRACING FOR BAFFLES & AIR-SPACE CEILING SYSTEM 16.00 ELECTRICAL (RE: ELECTRICAL DRAWINGS) 16.Dl FLUORESCEIIIT LiGHT FIXTURE "" E ~ "' a. . THE INCUl0eD OR~~MNGlll,81-1:CIFICATIONII,. J~ DESIGlrlSANQ ♦RR&WGFYE"'yS ~TS> "JKaREBV ARE AND &HAI,.,,. REM,,lr,IN Ti-E ~N Of RRM DS:IION GROUP AiilnNll i:>MT THEREOF 8tW.l. BECOf'I~. rNBCLOSED TO OtHEAS OR USED 1111 Cl>IIIIECTION wmt AH'f WORK CR PROJECT OTHER l}1AN THE. 8PECIFIC PROJECT f-ORWH!Ch THEY HA\IE BEEN.PAEP,lt,REOANO Oi:1,i1ELOPEDWmtOUT THE. WRITTEN COtra:lot OF MM OESIGl,oGIIOIJ?. Wil.lALCCNlloCl' WITH THESE OIUW1NGS ORSPECIFIGATIONS SW.U.CO!fim~ ~NCWIIIYE l:\IIDSIICE CE ACCEPTANCE OF THBIE.RtiSTRICTIONi. SUBWTToi,L.QF TKESEDOCIJMENTS F0RPUBUCAGe«;¥ RfaVIEW 5t1AU,.NOT Be CONSID~AWNVEI\OF RRUDE.SIGN GROLF'S.RIGI-ITS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Caltt'omia Corpo, atl,.,n l--_, ::> w V) < • 1'1111 NIIII lmll ~ C 13 j ~ ~ ~ " ~ il! 0. ::, e bO C: bO ·-en Q) "'O E lo... lo... "' < C ~ I.! :. ;,; II ~ ~§ a I ~!! 0 0 -• " " w " ~ 0 • • - ~ 0 --' .... -0 (.) N < a, l,L,, < C, (.) z --,, z (11 -.Q ~ II) -.. I-IIS a: (.) w >,_ i~ 0 C a. 0 U) i: wo a: 0 I-co u, in a: N -l,L,, --- September 9, 2009 ........ 1107570 ....,. B-S-9.1 ,., 1:1, 1s! II) _. ~ w 0 w C) z ~ C) z i== 0 0 :c ti) ~1-~HEET_I ~CITY~~OF~CARLSBAD~· J-SHEETSI f21r ENGINEERING DEPARTMENT · · · 248 IMPROVEMENT PLANS FOR: CARLSBAD JOINT F'TRSTRESPONOER TRAJN/NG FACIUTY SHOOTING RANGE DETAILS ·-APPROVED ll!WAM§LUMMER eeZ<ef/4r' C V-' 04/4~ DEPUTY CITY ENGINEER PE 281711 EXPIRES J/J1 l10 DA DWN BY: ~ I CHKD BY! SD RVWO BY: MW . PROJECT NO. . / DRAA~~G 1 No. AbCi !• . -,u,.,- r -, _, ----____ _J ' ' I \ ' ' ' ' I • ' . ' . .. ' ' I I I ; ! ' i i. ' . . I i ' : ! f ! I i i I t r I i I ! I . I i ' i . I ' : i ! ; I ! ' . ' ' ! ' l I i ! ! I ' I , I I i I . I ,, i ' . . ; ' .... ., 15.03 15.06 15.14 15.13 r-------/1 I '..._ .,,..,,. I X I .,,. , I .,,. ' i,.-____ "" 15.11 15.10 15.07 10.05 5.20 5 YD RANGE 5.02 100 Y ~--------------------------------- I I I I I I I I I I I I I I ~ I 15.07 I 7.01 15.14 10.06 15.13 10.06 10.05 5.20 25 YD RANGE 5.02 -----------~---------- r------- ' I I I I I I I I I I 15.17 15.18 r,..-----.,.,, I ..._ , .,,. .,,. I I , I ..._ 15.02 15.08 15.09 10.06 5.20 '--_/ 10.06 7.01 5.16 5.15 4.01 BEYOND 5.01 5.17 25 YD RANG 5.02 100 YD RANGE 2 ~:~~Cl ACOUSTICAL ENCLOSURE 7 -S-9.2 NOTE: BALLISTIC/ACOUSTICAL ENCLOSURE ALL SIDES & BOTTOM Of DUCTWORK & SILENCER WITH FILTER SIDE OPEN ON EXHAUST (RE: MECH) 5.14 7.01 5.14 15.14 4.01 6 SOUND ENCLOSURE BEAM DETAIL -ELEV POOO, ,. -f-()" 5 L TO DECK DET AL 1 1/2" -f-0- 11.24 9.06 9.03 6.16 9.11 / / / / / / , 6.01 6.19 9.03 11.24 9.06 9.11 / / / / / / / / / , / / / / , 6.01 10004 10.05 15.15 1 BALLISTIC/ACOUSTICAL ENCLOSURE V4• • f--0" DETAI. EW?t 9.15 11.04 4 LANE MARKING 11/T • T-0- FROM ,EDGE FIBERGIJ\SS PANEL TQ 100 -,YARD FIRING 11.24 9.06 9.11 ~a· o· A.F.F. 10.10 l1lQ04 NOTE: BALLISTIC/ ACOUSTICAL ENCLOSURE ALL SIDES & BOTTOM OF DUCTWORK & SILENCER WITH FILTER SIDE OPEN ON EXHAUST (RE: MECH) FRO F FIBERGLASS PANEL 'Q 25 RD FIRING 11.24 9.06 9.11 IN ~ 8'-0" A.F.F. ' ' ' ' ' ' "'/ 10.15 6.03 10.16 9.03 3 SOUND ENCLOSURE DETAL-25 YRD 1" -f-()" 5.16 5.15 15.14 4.01 8'-8" ," A.F.F. 9.04 5.17 TYP 9.11 5.01 BEYOND 9.11 --------------,------------ ll!Q04 KEYNOTES 3.00 CONCRET'E 3.03 FILL WITH GROUT 4.00 MASONRY 4.01 8" CONCRET'E MASONRY UNITS 5.00 METALS, 5.01 STEEL STRUCTURE (RE: STRUCTURAL) 5.02 3(8" AR500 STEEL PLATE 5.14 3 X 3" STEEL ANGLE 5.15 SHEET METAL ENCLOSURE 5.16 STEEL ANGLE (RE: STRUCTURAL) 5.17 METAL FASTENER 5.20 1/4" AR500 STEEL PLATE 6.00 WOOD & PLASTIC 6.01 2X F.R. WOOD BLOCKING C 6.03 CONTINUOUS 2X F.R. WOOD BLOCKING 6.16 1/2" INTERIOR GRADE F.R. PLYWOOD 8.19 3/8" INTERIOR GRADE F.R. PLYWOOD 7.00 "!HERMA!.· & MOISTURE PROTECTION 7.01 SEALANT WITH BACKER ROD AS REQUIRED 9.00 FINISHES 9.03 3 5/8" METAL STUDS (20 GA.) AT 16" o.c. 9.04 SUSPENDED ACOUSTICAL TILE CEILING 9.06 3/4" C.R. CHANNELS ON 1 1/2" C.R. MAIN RUNNERS SUSPENDED FROM STRUCTURE 9.11 TRIMMED ACOUSTICAL TILE FACING 9.15 PAINT 8" TALL BLACK LANE NUMBER ON 9" T. X 5" W WHITE BACKGROUND ON FACE OF BLOCK. CENTER ON LANE (RE: 4/B-S-9.2) 10.00 SPECIALTIES 10.05 1" "KINETICS" MODEL "PA" ABSORPTION MATERIAL (FIBERGLASS) 10.06 "KINETICS" LOADED VINYL LIMP MASS BARRIER MATERIALS MODEL KNM-100B 10.10 7/16" LEVEL 3 BULLET RESISTANT FIBERGLASS MATERIAL ATTACH AT 12" O.C.E.W, STAGGERED FROM LIMP MASS FASTENERS 10.15 1 3/8" LEVEL 4 BULLET RESISTANT FIBERGLASS PANEL 10.16 LEVEL-1 BATTEN FlBERGLASS STRIP AT JOINTS 11.00 EQUIPMENT 11.04 DURA-BLOC 11 .24 SEISMIC BRACING FOR BAFFLES & AIR-SPACE CEILING SYSTEM 11.25 IMPAILING PINS 15.00 MECHANICAL (RE: MECHANICAL DRAWINGS) 15.02 EXHAUST FAN 15.03 ROOFTOP HVAC UNIT 15.06 SUPPLY FAN 15,07 DUCT WORK 15.08 GRAVITY DAMPER 15.09 TURNING VANES 15. 10 ACOUSTICAL SILENCER 15.11 ACOUSTICAL SEAL 15.13 SEAL SPACES BETWEEN ROOF DECK AND DUCT AIRTIGHT 15. 14 SOUND PROTECTION SEAL 15.15 ACCESS PANEL 15.16 JACKETING SYSTEM 15.17 PREFABRICATED CURB &: COUNTER FLASHING 15.18 PREFABRICATED EQUIPMENT SUPPORTS & COUNTERFLASHING I TIE IPK:UIDED DAIIWIHGS. S~IFLCATION&. I~, DESIGNS-ANO ARRANGa.a.rs.Ra'RESENTeDTHERliBYAREANCISHAl,.L.REIWN ltti:.PRCIPERTY CIF RRM.1JE51GNQAOUP,\NDNO l'ART'1MEi'.EOF SHALL BE CllPll:D, DISCl,.CSi;O TO_ OTHEA.S OR USiC IN CON!<tECTION WITH AfN WORK OR PRWiaCT OTHi;K TI-IMl THE.SPECIRC PIWJE:Cl" FOR WHICH THE'I' riA~ il-~Nrill DEV~WrrHOUT TIE WRITTBI.CONIIENT Of RRM.UESIGN ~. VISUAi.CONTACT WfTM THESE ORAWINGSQR SFECIFICA1"1CtilS &W.LC0N&TIT~CClNCl.l,lliN£ e.llDENCE OF ACCEPTIINCE CF TMESE RESTRIC110MS. SUIIIUTTAL OF THESE DOCUMi':NTS FOR PUBLIC AGENCY REVIEW 5HALLNOT BE. CONSIOEREO A WAIVeA OF' RFIJr,I DES~N GROUP'& RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Caltfomia Corporation • f- _J => ro (/) < • a.. ... &111111 ~ i!'l j ~ a. :::, e tlO C: tlO ·-en Q) "'O " .. ~ ~ 5 ill E lo.... lo.... "' < Q ' ~ m z i1 I ~ ~ o a i; ;1 -- • • • • C • • • ' -. I :I: I I ~ 0 :J .... -0 (.) N < 0) LL<( C, (.) z ~ -,, z cu -.0 ~ 1/) -.. I-cu a: (.) w >-O cu z::!: 0 C 0. 0 u, ·.::: wo " 0 ,-. U) "' It) 0: N -LL j;;3w.w September 9, 2009 - ....,. ,., 1:'1 111 ft) ..I ~ \w C w C, z ~ C, z j::: 0 0 :I: U) B-S-9.2 CITY OF CARLSBAD SHEETS 248 ENGINEERING DEPARTMENT ---------1 -MPROVEMENTPI.ANSFOR'--· ______________ _ CAR!.S8AD JOINT FIRST RESPONDER TRA/NINGFACIUTY lo AR-SPACE CEILING on.-25 YRD ..... 1 VZ' • f--0" 9 ~~--S!:CE CEILING on.-100 YRD Wit 8 ~!}!-_5;_:a CELING On. -100 YRD "Wf 7 SOUND ENQ.OSURE BEAM DETAI.-PLAN _ ,. -f--0" SHOOTING RANGE DETAILS -----!----'--------- ------------ ------------ DWN BY: WH I CHKD,BY: SO RVWD BY:_MW._. ,_ · PROJECT NO. ---::=';"!~-:z..~ -------------------- ; ' ~ :::r 0 (1) (!) ~ ,+ -~ Ci) IV ~ .i:,,. 0 O'\ -w IV ' .i:,,. I-> 00 -' +--•'--A-' ... , - p - ---··-... -, - .I • • 0 ' b 08 I 12/ 08//2_SRC2/ , I 1 ) ... . - 1,--a" 1 09/01/09 I ~1~ ----" -11 . ' ' S5.1 1 -1'1'. I -_______ SHOOTJNG RANGE/CLASSROOM BUILDING _____ 0 2 4 -PARTIAL FOUNDATION PLAN I 7) ... , - • ... ' 'N - 70 ' b· "' ,...._._./ NORTH -- . FOUNDATION NOTES: 1. SEE NO"IES ON SHEET "S-S-22". 2 F.O.C. INDICA"IES FACE OF CONCRETE. SEE DETAIL "B/SS.1". - - ll1E INCWDED DRAWINGS, SPtGIFICATIONB., ,OE.AS. DEBll3NSAND ARRANGEMENTS REPRE:iENfED l H~IJY ARia Ami SHAU. ftf.Ml'uN. TH.E. PROPERTY OF RRM DEBIGNGRWP AND NO f>ARTTH!=RfOF SHALL. IE COPIED. DISCLOSED TO OTHERS OR US~ It. CONl'lECTION. WITH AHV WORK OR PROJECT OTHER TnAN THE SPECIFIC PRWECT FOR WHICH THEY HAVE BEEN-PRE.PAREDAND DEVELOPED WITHOUT TflE WRITTEN CONSENT OF RMI. DESIGN GF!DUP. \IISUALCCN.TACT WITH --1,HESE. ORA/MNGS DR SPECIF~TIOJ,,S SHALL CONSTITUTE CONCUJSIV~ - EVIDENCE OF ACCEPT~OF THESE f:IESTRICTIOIII&. SU'IMITTAL OF THESE DOCUMENTS FOR PUBLICAGE=NCY REVIEW SHALL NOT BE CONSIDERED A WAIVeR OF RRM OESk!N GROUP'S RIGII-ITS. RRM DESIGN GROUP COPYRIGHT 200B RRM is a Calrfornia Corporation i--' ::, CD en < = -- -- 1111111 NIIII ~ f:I a. :::, e b0 C: b0 ·-U) Cl) "C E ,._ ,._ September 09, 2009 ..,. •.owg ! .... 1107570 C s.:s-:.-2--'-""-.1- -~ _CIIJ!Nt~~ ~~~!1AD--~- IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY SHOOTING RANGE/CLASSROOMS PARTfAL FOUNDATION PLAN 463-t - 15 20'-0" -, ' AJ ... -- I 16 I 18 41'-4" 40'-8" 19'-4" 20'-B" 20'-8 .. 61'-4" 14'-8 .. I. /5"\ .. SHOOTlNG_ RANGE/CLASSROOM _BUlLDlNG 0 2 4 8 16 -------1---------- / PARTIAL FOUNDATION PLAN NORTH 08 112/ 08/l2_SRC22 09/01/09 FOUNDATION NOTES: 1. SEE GENERAL NOlES ON SHEET "S4.1". 2. FOR TYPICAL CQllrCREIE DETAILS SEE SHEET "S4.2", TYPICAL MASONRY DETAILS SEE SHEET "S6. 1 •. 3. REFER TO ARCHITECTURAL DRA WIIIIGS FOR DIMENSIONS NOT SHOWN. 4. VERIFY ALL DIMENSIONS, DEPRESS!ONS, PITs. SI.OPES, CURBS, STEPS, ETC. WITH ARCHITECTURAL AND/OR MEP DRAWINGS. 5. VERIFY WITH ARCH. OR CIVIL DRAW!NOS THE EXTENT OF EXTERIOR SLAB ON GRADE 6. EXCAVATIONS SHALL BE MADE AS i<IEAR AS POSSIBLE TO THE NEAT LINES REOUIRED BY THE SIZE AND SHAPE OF THE STRUC1URE, NO r.tATERIAL IS TO BE EXCAVATED UNNECESSARILY. 7. SPECIAL INSPECTION IS REQUIRED FOR PLACEMENT OF ALL CONCRETE AND MASONRY WALLS. 8, FACE OF CONCREIE SLAB EDGE AT WOOi) S1UD WALLS SHALL BE ½" BEYOND FACE OF S1UD TO MATCH FACE OF SHEATHING. SEE DETAIL B/S5.1. 9. 10. ~ = [DID INDICATES 8" CMU WALLS. INDICATES 8" CMU WALLS WITH ANCHORED VENEER. 11. [<',/[ INDICATES CONCRETE WALLS. 12. ----u> INDICATES STEPPED FOOTING PER DETAIL 5/S4.2. 13. _Q. .,!._INDICATES SPECIFIC SLAB CONSTRUCTION JOINTS IN '!HE SHOOTING RANGE SLABS. _ . S .. J. _ IIIIDICA TES SPECIFIC SLAB CONTROL JOINTS IN '!HE SHOOTING RANGE SLABS. 14. CF-X 15. PF-X 16. c-x FOR O'IHER SLAB AREAS SAW CUT JOINT "S.J." OR CONSTRUCTION JOINT "C.J." MAY BE USED INTER- CHANGEABLLY. SEE DETAIL 4/S5.1. INDICATES CONTINUOUS FOOTING, SEE SCHEDULE IN DETAIL "2/S5. 1" FOR SIZE AND REINF. INDICATES PAD FOOTING. SEE SCHEDULE DETAIL "12/S5.1" FOR SIZE ANO REINF. INDICATES STEEL COLUMN, SEE SCHEDULE DETAIL "2/S7.2" FOR SIZE AND BASE le. 21) • 'ti) ~ 0 ' ,... / J '1 /2"\ • -0 ' U> -r ' K ' IMPROVEMENT Pl.ANS FOR: Htli INCI.IJ050 OkAWINGS. SF'ECIFICA.TIONS. iOEAS, 01:SIGN&AND ARRANC.EMem:; RlaPRESENTED THl;Ri:BY ARE ANO SHALL.RE:MAIN. THE PROPERTY OF RRM DESIGN ORDUP ANO NO PARTiHERECF SHALL BE. COPIED, D18Ct.OSED TOOTH~ OR U6W IN CONN~TION WITH NN WORK OR.PROJECT OTHER THAN TIIESPCCIAC E"ROJECT FOR IMIICH. 1'HEV HA.VE BEEN. PREPARE!l.WD DEVELOPED WITHOUT TiiE WRITTatCONSEl{f OF RRM.DESIGN.GROUP. 1/JSUALOONTACT WITH THESEORAWlNGS ORSPB'.:IFICATIONS. /ll-WJ_ctH;.TITlITECrntcWSIIIE EVIDEN.ClE OF ACCEPTANCE~ THESE RE/l~ICTIOIIIS, SLeMITTAL OF Tl-ESE OOCUt.ENTS FOR PUBt.lC Al3ENCV REVIEW SI-IAU NOT BE CONSIDERED Ji,., WAIVER OF RRlol OESk!IN GROUP'S Rl.:etHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation ~ l'\111111 1131111111 a. ::s e bO C: bO ·-(,/') CL) "'C E Ii... Ii... ~ 'i--' ::i CD (/) < -- z 0 F "-"' 0 ~ 0 % D 0\ 5 w "' September 09, 2009 CARLSBAOJOINT FIRST RESPONOER TRAINING FACILITY SHOOTrNG RANGE/CLASSROOMS PARTlAL FOUNDATION PLAN - ---APPROVED WIWAM S PLUMM£R ~~-.C.P4:. 8 ..... -~¥,,~t. DEPUTY CITY ENGINEER PE 28176 EXPIRES JAi 710 DATE,- DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: -~--RVWD BY,-'163-1 . . C • - ·- - • - - - - ( 1 ) 'i ,; ...... 1;:···: _ ., 1 .. ' 3112" THICK CONCRETE 01/ER 2• TYPE 'D" METAL DECK PER DETAIL 2/S7.1 W/ 1J 11!1 12" O.C. E:A. WAY ' :) .l ' DO - 2 ) \ /10\ ~J TYP. IL~ Wl6X26 -~ C9 ' ;., I Q 1-----'lr---t--------v-------------1-------------·-------~ ---·-------- - 3 I 2 (a> - 14 - J "\ T'IP. @ STAIR ~ SlRINGER - HSS7x7x¾ - 16 I 6 ' ' SB.4 1 I Wl6x26 - 17 I 8 l ~ l.....--1 1½" T'IPE "B' METAL DECK PER DETAIL 2/'5'!.1 -/ 10 "\ \S6.1/ / J' \5.4/ SIM.-- 0.H. _ /2"\ ~/ -- I 11 (12,1 /3', -r- 1¾" T'IPE 'C' METAL DECK. ,__~ B.O.Slt. 13'-4" \. 5.4 ~ \ PER DETAIL 2/'5'!.1 -SIM. ~ / ~ ~'-----1-----=C1.:.:2:;.:•::.;2D::::;.7;__:--:---f:....---'------;---C1=2..:•..:2..:0.~7 ___ "7t--t;~ x~ ,n .,, on .,, ,\ ~ N', ----I -\ U\ i:i ~ ~ ~ I u, :i-J!---ii...:.._Wl:;,;.:2.:•.:2;;:6_li_:_f----+[·i:7+---!i..:._W1=2..:•..:2..:6_li..:.. ___ [t-f:'-I~--,/ $ "' N " N li I DC I I\ ' I - I ' 5C \ S7.21 DO "' N " N li O> ' 'N FRAMING NOTES: 1. SEE NOTES ON SHEET "S-S-2.4". @1w 11/2' T'IPE 0 B0 METAL DECK. J -_, PER DETAIL 2/57.1 -r 2 , \S6.2 T \ L ----------t--------------DO DO I L ff'--0" I I. - j 1 ' ' S6.2 1 - DO W12x 26 ..... r. :7 L.: :J co N " N li 0 a 0 a DO W12x 26 /\ • -V ::; ~ \S6.2, - L.:,_ I I I • I ~ "' I { ~ I - " I g i '-0 8 -/5"\ I~ r g 0 ,_; r.·-: L,'.:'. ~ r,o, @ _ / /\ ::; \~4/ 1 , a S6.7 Ef tr 56•4 W8 x 18 Wl2 x 19 1--....;; _____ ,~ -t<t •,~ 1--.::W8:.::.• .:.:18:..._ ___ ~ ~ 0 a 0 0 /\ • ;t V ::; 7'-t" 0 ... '2, S7.3-/ - ,- : 15'-4" ' El El I W12x19" • ;ti V I ::,. X I ... li' I I W12 X 19 • I ' I I I /\ • ;If V ::; X ... ii 17 SHOOTING RANGETCLASSROOM BUrLDrNG 0 2 4 8 16 I ' ···· ·· 2ND-FtOOR-ANO-PARTtAl lOW·ROOF-FRAMINGPL4N NORTH - B - F - - 15 > 61-4" 7'· El El "W12x1 • ~ V Tl-IE INCLUO!IDOIUtWIIIIGEI, SP~IFICATIOWS,. 10~ DESIGNS AND l',RRIV,IGEMENTS REPRESENTED THEREBY ARE ANtl SHAU RElrM!i>I. Trlle. PFIOPERTY OF RRM DESIGN GROUF-ANONCI PAATTHERf;OF Sl-lliLL BECOPIW, IJISCL.OS~ TO OTMERSORUSED IN CONNECTION. ~ITH ANY WOAAO!s.1-'ROJEC'T OTN!:R Tl"IAN THE.Sl"eGIFlC PFlQJceGT FOR WHICr'i THlo"'Y i.AV<i -PRE?ARED ...... O OE\/ELOPEO WITHOUT T,!E. V.RITTioJI. COtl&i.NT OF RRM.O!cSIGN GROUP, VISUAL CONTACT WITH 'fl'l=Sio. DRAWINGS ORSPECIFIC\TIONS SHAU. CONSmUTE COIIIC:LUS/IIE. EVIDENCeOF .o.t;CEf'TANCEo.OF TH~<i RioSTRICTIONS. SUIIMITTl>.L OF THt::oii; UOCUMENTS FO~ l>UBLICAGENCY" REll'IEW Sl-iALL NOT EIECON61Di:aR50A WAIVE:~ OF Fl.RM DESIGN.GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 200B RRM is a California Corporation i--' => rn Ill -0: 1'.911 l.\'al 111.'1111111 11 a. :::::, 0 i.... bO C: bO --en Q) ""O " m E i.... i.... ~o -I .... -0 ~~ LL. < 0 (.) z -,, Z Ill -.D c2 ~ I-Ill a:: (.) w ~i 0 C ll. 0 ti) ·;:: wo a:: 0 I-U) ~~ -LL. • September 09, 2009 ~~1107570 - ~ 0. (!) z fl) :E == ~ 0 u. Ou. 0:: 0 (I) 0 (I) 0:: ::5 ;: ~g (!) ..I Z< ~ ~ ~~ i= "" 0 0:: Oo :c 0 II) ..I u. 0 z 0 (,) w U) S-5-2.3 APPROVsD WIWAM E. PLUMMER ~/42~!<'A'/,1,:17(i~%i!t-._:-~C.,,_,. ... ,.;;;e.~~4~-!'=IN1~e-~L=-::.:::-;;:;c-b/ /4~/A, -DEPUTY CITY ENGINEER PE 28176 EXPIRES J 1 10 'oAtr . DWN BY, ---PROJECT NO. I DRAWING NO •. CHKO BY:___ ··~e,l:. 463~1-RVWO BY: . J .t,,. O'\ w j .... .-4 1 S6.2 SlM. ___6u ~ ~ 0 I 1,o . "' I"" .J, IJ, ..... , .... z ... :::J. w :i:: I :i:: 0 "' t-1'"' <w ::,e."' I F LEDGER PER@ 31/1" THICK CONCRETE OVER ~--~ 3" T'r'PE "A" METAL DECK. PER DETAIL 2/57.1 W/ #3 @ 12" O.C. EA. WAY ~--11½" T'r'PE "c" METAL DECK. PER DETAIL 2/57.1 MC12 x J1 MC12 X 31 18 11/1" TYPE "C" MET AL DECK. ,---1--1 PER DETAIL 2/57.1 MC12 X Jl, T'r'P, 19 MC12 x 31 ,,, ,,, ·•·~ -tl-ft-:~HHfrH.:;SS:::,::B:..:•:...:4::.:•:..'::~-----,i'..~F!11!=-~~~=====-~ f---,--..::HSS~~:..•:..:..4.::!x..::¼:_~--lf •~....:::::;:.,.:..;;..;:.._~l::::..:6::..x:,~i:.:.•,.;:¼:_\,t~;;:."":!:!!/ ~•=· •~·1!1•!:c"c°:·=·•~'"§,.~,-5:l,ll';· E• ".';· -~>ii . :~~ ~·~·J ~ . ,,,.,. I.:~ .. ~·-·•.;': ___ :, ... ••· :.· ,., ,;1_ ;,,Jr •• "" ,;,:t--+-. 1 -+-~ ,;....:.,,.;...j .l.-r<.~ ~ ~ ;~• ~ ~1~ :,i 11 SS.4 • H. e·-s· s•-4• 61-4· 7'-1" El El W12 x 19 A I • . # I A f:! El A W12 x 19 A • • • # ~ # V V V V 0 0 -... ... "' 0 ;::; ... ;::; .. .. .. X X X IO "' "' "' ... "' 3= 3= li 3= 3= 3= El El W12 x 19 El El W12 X 19 1" ,•_4• ----------- . I I . () ····-··········· 08112/ 08/!2_Sl?C24 0,9/02/0,9 1·-1· e•-3• 10'-o" " A @ • # # -9 V V MAX. WT. -0 "' ... 1400 LBS. X X "' ... ~ ~ 31'2" THICK CONCRETE OVER 3" TYPE 'A" METAL DECK. ·pER .DET.lilL ·-r/57. l . -.. W/ 13 l!!I 12" O.C. EA. WAY A • ~- V 0 ... X ID ~ 5•_4• 1·-1• 61-6· f:! f:! A A W12 X 19 A • • # ~- • # V V V 0 ;::; ... ;::; X X X ... "' "' ~ ~ ~ El El W12 X 19 (j/§1 4 e·-e· 6'-7" 6'-7" 6'-6" El El A A W12 X 19 A # • • $ # V V V ;::; 0 -... "' X X X ... "' ... ~ 3= 3= El El W12 x 19 A • # V ;::; .. IO 3= ~ '<'.fil:i ====.....__ ........ ....__-=._-~,\'. HSS x 4 ¼ ~ ~ ?ti'. 6'-6Q 71-0" 61-11" 6'-11" El El A W12x19" A A • $ • • • # # $ V V V V S' ;::; ;::; 0 ... X X X X co IO IO co 3= ~ ~ 3= El El W12 X 19 61-4" s·-s· 6'-5" El El W12x19" A • • # # V V --"' "' X .. co IO ~ ~ El ~ W12 X 19 VENEER SYSTEM PER ARCH'L PLANS B'-2" f:! f:! A W12 x 19 • ~ V 0 ... .. ... 3= El El W12 X 19 f!J-2· A • -V ;::; 0 .. 0 ID ~ SHOOTrNG RANGE/CLASSROOM BUrLDrNG O 2 4 -;:PA~R=r=rA:-:L-:l:-:::· o=w::-·=Ro=-o=-:F::-'.F:::RA:-:· -=-M=IN::....G::....:P.:..:..LA.::..·· .::..N=.=..:.:.:-=-------- ~ .. .... X co II) Cl) :,: B 0 0 w 0.. 0 _J "' ... ... ' • ~ FLOOR FRAMrNG NOTES: 1. FOR GENERAL NO"IES SEE SHEET "S4.1" 2. FOR DIMENSIONS NOT SHOWN, SEE ARCHl1'EC'!URAL DRAWINGS. 3. NOMINAL CLASSROOM 2ND LEVEL FLOOR LINE OAlUM ELEVATION IS +13'-4". 4. ELEVATION OF TOP OF STEEL BEAMS AT CLASS ROOM 2ND FLOOR LEVEL IS 12'-10½". ABOVE FINISH SLAB. TOP OF STEEL IN OTHER AREAS INDICATED lHUS: T.0.S'll.. X'-')(' 5, TOf' OF STEEL OVER SHOOTING RANGE AREA CONTROLLEO BY TOP OF CONCRETE BOND BEAMS. TOP OF BOND BEAM ELEVATIONS ARE SHOWN ON DETAILs. TOf' OF STEEL LEDGER ELEVATIONS TO MATCH TOf' OF STEEL BEAM ELEVATIONS. 6. ~ ~ INDICATES STEEL DECK. CONCRETE FILL ANO SPAN DIRECTION PER SCHEDULE "2/57.1". FOR STEEL DECK GENERAL NO"IES SEE SHEET S4.1. PLACEMENT OF CONCRETE SHALL BE PER '12/57.1' 7. ALL BEAMS AND GIROERS WHICH ARE COVERED BY STEEL DECK AND CONCRETE FILL SHALL HAVE '1/4"e WELDED HEADED STUDS WITH A MAX. SPACING OF 12' ON CENTER U.N.0. REFER TO DETAILS "10/57.1" & "4/57.1". ,.-~ 1 ½" T'r'PE 'C' MET AL DECK. PER DETAIL 2/57.1 ~ .. ... .. IO BOTTOM OF STEEL II) Cl) @ 81-811 TYP. :,: MC12 X J1 HSS6x4x¼ ~TBEAM©B(TWEEN YI yi!EAMS B'-2" 8'-2" • .... _, ... A • -V -0 0 "' ~l a a X ID ~ 8 S7.7 NORTl't s. s---__,.s IND1cA 1ES 'IS coLuMN BELOW. SEE DETAIL '5/57.2". 9. 5---S INOICA TES 'IS COLUMN O-l( CONT. SEE DETAIL '6/57.2". 10. 5 .c= S INDICATES 'IS COLUMN ABOVE. SEE DETAIL "5/57.2". 11. 5 I;) I;) INDICATES FULL HEIGHT SllFFENERS PER 8/S7.2 12. FOR T'r'PICAL BEAM TO COLUMN CONNECTION BEAM TO BEAM CONNECTION SEE DETAILS ON S7.2. 13. FOR T'r'PICAL BEAM PENETRATIONS. SEE DETAIL "9/57.2". 14. FOR T'r'PICAL STEEL DECK AND SLAB PENETRATIONS WHERE NOT SPECIFICALLY NOTED ON PLAN, SEE SHEET "S7.1 ". 15. ADO MJOO NAILERS TO STEEL COLUMNS PER DETAIL "11/S7.2" WHERE STEEL COLUMNS ARE INSIDE STUD WALLS. 16. <le"> INDICATES BEAM CAMBER IN INCHES AT MIO SPAN. 17. t ?INDICATES STRUCTURAL SHEAR/BEARING WALLS WITH 1/1" STRUCT I SHEATHING (ONE SIDE MIN. U.N.0.) WITH 10d NAILS @ 4" O.C. EDGES & 12" O.C. FIELD OVER 2 x 6 MIN. STUDS @ 16" O.C. on ... ID 3= SEE DET. 9/SB.1. ~ 'Q" ~M-,O ID ... .. co li ! 2'-4" WBx18 12·-a· 21 Liu ~ K -0 E ~ "' THE.INCi.UDED DRAWINGS, SPECIFICATIONS, ~ DESIGM&AND AARAr,,,'GEMEI,, Tilo REPRESEN.rcll I HERESY ARE AND SliAW,. REMAIN THE PROP!cRTV OF MU DESlet.l GROUP AND•KO PNH THEREOF SKAU. BE COPIED, Dl9Ci.CSEO TO OTHER.SOR USU! IN CONN~!ON. WITH NlV WORK ORPROJE;CT OTHER THAN rHE sPl;CU-IC PROJl<CT FOR WHICH THEY HA.VC SEElt PREaPAREDAND O~IIELOP'=D Wll,!Os/T l'HE WRITTEN COIIIBE!IIT OF RRM DEBIGN GROUP. \ll&UAL coP4TACT WITH Tlse&E ORAWIMSS OR SPECIFICATIONS 51-W.1.CCJNSTITUTE OONCWSIVE EVIDENCE OF ACCEF'T ..... CE OF THESE RE.sTRICTIONS. i:;utl!,!ITTAL OF ~ □OClJI.ENTS. FOR PUBLIC AGENCY RE\/IEW S~NOT BE COWSIOEREO" WAl\/1:R. OF" R.RM DESIGN. GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation 1-_J ::::> ro !fl <( : -- ".dwg -- '"" ... l\all ... !l, w j ~ 0. :::, 0 i.... bO C: bO ·-V, Cl) "O " .. ~ w 5 w ~ E i.... i.... i; ~ ~ ~ ,! r F o ~ !!: t " ~ ~ " ,! ,! F ~ . ~ ~ ~i 0 0 "' 0 a; 5 I!! ~ 0 -..I ... -0 0 N < c,, u.. < (!) C) z -,, z Ill ~ .0 II) ;:: ~ Ill a:: 0 w 0 Ill z 3': 0 c:: a. 0 '1) ·-w ... D!!o 0 ~ co '1) IO 0:: N -u.. w September 09, 2009 1107570 U)s ~a. i~ u,-U):;; ~~ 0 IL, -IL, WO (!) 0 zl:t: ~~ C,Q z....1 j::: ...I oct 0 j::: :c ct: (/)< a. CITY OF CARLSBAD SHEETS 248 ENGINEERING DEPARTMENT ·· IMPROVEMENT PLANS FOR: CARLSBAD JOINT F'IRST RESPONDER TRAINING FACILITY SHOOTING RANGE/CLASSROOMS PARTIAL LOW ROOF FRMG PLAN APPROVED ~WAM ~ PLUMMER ~4~~~~~'!'-~~"'li~t'.L,~A::;~'--111-4~--~ l'J//4~ DEPUTY CITY ENGINEER PE 28176 EXPIRES J 'JI a 7'oci "" DWN BY: ---PROJECT NO. r DR",_~~.-G- 1 NO. ~~ ~ ---1 :,sea,.· . ~~ j - 0 ---- 1 ) , ' 1 7)18) .. ' - -,-----------r--, / 9A \ /7\\ \S7.3/ \ -SIM. ' ID .. , - ®- @- / - - -, 9B\ ~834 TYP. W14x 26 l\Tnc ""'-1\" ,1--.:..1 -'1----~ \S8.3/ , 2 \ I S8.4 / TYP. I --! 1 2 I!. ...J' "'I -a. r 3 +I ~- ~ "I , .. • :,;;1 ' . W12 X 19 I' -rs --~ 3 } . ·-------__.. _, W16 x 31 ~ ' 11 \ ' sa.3-' .....I .., ..!_, ct: W24x 55 / 4 \ \S7.4 1 - !! -, 4' ' ' S7.4, rw'y' j L W16 X 31 T.O.S. 29'-0" FULL LENGTH .... .. , '". ·*••-·-··· -----............ "" ' ,..... , ....... . .. . ---- ..... - , S7 , , .il!'ROO ~ SI >EEN-3 •- 5) .r-.. I/ ~"-h._ fl0.MI "WT. /i-1 7 ~ ~ 21 0 LBS. ~ ,.,.-r 1 ~ --½" STRUCT. 1 WOOD "' ..!_, "' 1 ...._ r--_ SHEATHING TYP. WITH --V1 ~ '!-\ ------I 10d «I> 4• o.c. EDGES 1,'----:,__ ~ _),--\ & 10d @ 12" O.C. FlELD BLOCK ALL EDGES W27 X 84 W24x 76 ~'-+r_-_6-1 \S 'M'. - W14x2@ 10 S8.3 W14x26 SHOOTfNG RANGE/CLASSROOM BUfLDING 0 2 4 8 18 HIGH ROOF FRAMING PLAN .. NOR1'! 08 112/ 08112_Sl?C25 09/01/09 ROOF FRAMING NOTES: 1. FOR GENERAL NOTES SEE SHEET "54.1" 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS, OPENING SIZES AND LOCATIONS, FOR SK'IUGHTS ANO MECHANICAL EQUIPMENT PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWINGS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF ELEVATIONS AND SLOPES. TOP OF STUD WALL DOUBLE PLATE ELEVATIONS, ROOF VENTS, ROOF' DRAINS, AND OTHER NON-STRUCTURAL FEATURES. 4. SEE DETAILS "4/58.2" AND "5/58.2" FOR CEIUNG FRAMING AT FRAMED CEILING AREAS. SEE ARCH. F'OR CEILING MATERIAL 5. PSI. INDICATES BEAM WITH 20E PARALLAM MATERIAL BY TRUS JOIST MACMILLAN. 6. "RJ-• INDICATES ROOF' JOIST, SEE "9/58.4" FOR JOIST SCHEDULE. T.o.s. x·-x· 7. ELEVATION OF TOP OF' SHEATHING IS SHOwi-1 THUS: ELEVATION IS MEASURED FROM NOMINAL FINISH CONCRETE SLAB • 8. - - · - -· -INDICATES EXTENT OF ROOF SCREEN. SEE ARCH. DWGS. FOR EXACT LOCATION & HEIGHT. "' E ~ "' orEss, o.s ~ 568 ~"" u'C1\l OF C~LI TIE IMCUDED ORAWINOO, 6PEOIFIC,,TION8, IDl=AS, DEB1GNS.AND ARRANGEMENTS REPRESENTEll lHEREBY ARE.ANO 51-iAU. HiaWIIN. THE PRO?grr,{ OF ARM DESIGN GROUP At.ID NO PART Thl=REOF 5..V.U. BE. COPiEO, □ISCL05EO TO OlliERS OR U5ED IN WNN!;aO flON WITH JU4'( WORI< OR PROJECT OTl-,ER THAN THEBF"EC:IFIC PROJECT FOft .... I-IICH THEY HAVE BEEN PREPAAE.OANO CEYaOPED WITHOUT TliE W~ITTErol.lXWSl=fllT CF RRM OEBK3N GROUP. VISUAL..OONT.-.cT WITH nl~E DIIAWNGS OR SPECIFICo\TIONS.SHAU.. OONBTITUTE OONCLU81Vt: EVIOENCEOF ilriCCEPTANCE OF ™ESERESTRCTIONS.. SUBl,IJTTALOF THESE DOCUMENTS FOR PUBLIC AGENCY RBIIEW SHALL NOT BE.CONSIO~REDA WAI\IE.R OF ARM llESIBN BROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation 'i---' ::, CD en <C --:· '.dwg -- Et 1.'111111 1.\111111 ... i. w , ~ 0. ~ 0 lo.. tlO c:: tlO ·-(/) Q.) "'O " "' ~ w 5 ill E lo.. lo.. ~ ftl ~ ~ " • '! • i -' .. ~ ~ 0 • II .. ~! ~ -...J -0 ~ 0 z -z -~ I- 0:: w Q z 0 a. u, w 0:: I-u, 0:: -LI. • ........ ....,., .. 0 ... 0 N 0) fl) < ::;; oz 0 0~ ,:, ~ a. ('ti s~ ..0 lfj -(.) ::.; ... w~ ('ti 0 (!) II. z II. ~o ('ti ~ 00 z 0::: C: -:c 0 I-Cl 0-·t: o:c 0 :c II) 0 '° IO N Seplember 09, 2009 1107570 S-S-2.5 CITY OF SBAD SHEETS 248 ENGINEERIIIIG DEPARTMENT IMPROVEMENT Pl.ANS FO/t CARLSBAD JOINT FIRST RESPONDER' TR'AINING FACILITY SHOOTING RANGEICLASSROOMS HIGH ROOF FRAMING PLAN PROJECT NO. - 305- -~--------------------------------------------------------- I DRAWING 1110. 463-1 -.. - ------<------ V, ;;;;;; 0 (t) (t) ~ ,...,. .,... G) w .i:,. .:,. 0 0-, ..... w l'V ' .i:,. ,... CX) 13'-4" NOMINAL 2ND OOR LE'IEL SOfFIT LINE ~FLOOR 7 ' , ' , X , ' , ' __ ,_ ---- 2' -8'-,j" .___,_ _ _,,10,__' -_,,_Q"_-----,/L © somT LINE ~FLOOR 2'-0" I V JI a·-o· 0 WALL ELEVATION 13'-4" NOMINAL 2ND FLOOR t.rn:L somT LINE FIN. FLOOR LEVEL 2 S II 4x 6 NAILER w/ 2-¾" • HEADED ANCHORS, 7 12 COUNTERSUNK _rFI --~---~-,;:..;!;-i!=,:.-,l_:;;.-.=:=-. -=..::.:;-~~3 -~--=-=,=:-:-~=-==·-6TYP=..:::.~=,.=---:;;::.;-:.=.;;;---.::;;c.:-::..:;.:--;:::::;::;:;~-{----... ··:···, ·.~. '~ ·.:.:. ,... .. . . .. . ·. //:_ ... ·:·:\_/. ~="· ._:.-:: :· · ... ; •,. ·;~-"' .. :·>:•· -..:;. .... · .. --------------rr-- \ I \ I I I X ' ' -----------------~r- 22'-011 11 11 11 11 11 -------_I. L ,---,--1,J'-,--- - 0 WALLELEVATION 7 e F 2 S5.1 G ' I \ I X 6'-0" 24'-0" 5 S5.1 0 WALL ELEVATION A '3' -4" NOMINAL 2ND FLOOR LE'IEL SOFFII LINE FIN. FLOOR LEVEL I ,· -.. D -I 2 ' \ ;5_3/ -SIM. I •, . ... _ ♦• :--♦ • ' G L 3 ---------------- .. . . 2'-o· . . . " e Gp . I l,1 J llJ I . ,. .... .-~ .-.• .. ; .~. '• I t1 I 1 S6.1 1 ,"2\ ~SIM. ---I 0 WALLELEVATtON 0 3 i -~ F I 13'-4" NOMINAL --------------------13'-4" NOMl~L 2ND FLOOR t.rn:L ~ ~ --------------------------------------------------------2ND FLOOR LEVEL 11 11 I t It .... . . .-.. \ I \ I X M N 3 S6.4 /2', L \S6.3 -SIM. " I M somr LINE It I I ' --r·"f·L.-_--_-_--__ -=·-_-_-_L" _ __l' ~L.-=::::_-=::::-4.1.J...t_---l· _·-·_--_·-_-·_-_···_-_:._--_ -_ -_ -_-_--1..L ___ ·_=-----·===-------==--==-=-~:L ----~----::_::: ___ :.:=-=---=-=-=---=-====·-_-_=_j-l----_-_--1..L,_~,~~+JLJJ,i=-~-~=-----+~OOR-- B'-8" 3'-4" 26'-r:t' 0--W.;.:.;,,.;'A:.;::L~L .,;;;;E;;;;;;LEV=-.;,,,;,.~.,;.;T.,;.;1O:..:;N.;;__ _______ _ 0 WALL ELEVATION 08 ! 12/ 08! !2_SRCJ! 09/02/09 p 7 4-16 EACH FACE Ill> 8" o.c., I - TYPICAL WALL NOTES: 1. SEE GENERAL NOl'ES SHEET "54.1" FOR MASONRY AIIIO REINFORCEMENT NOTES. 2. SEE SHEET "56.1" FOR TYPICAL MASONRY DETAILS. 3. FOR THE SHOOTING RANGE/cl.ASSROOM BUILDING: MINIMUM 28 DAY COMPRESSIVE STRENGlH OF MASONRY ASSEMBLY: f'm -3,000 PSI. (SPECIAL INSPECTION REQUIRED} 4. ALL MORTAR JOINTS SHALL BE FULLY BEDDED. 5. ALL WALLS SHALL BE B" THICK AND SOLID GROUTED. 6. PROIIIDE 2-#5 CONTINUOUS AT TOP or PARAPET AND IN FIRST COURSE. 7. TYPICAL WALL REINFORCING U.N.O.: FOR B" CMU: f5<!1116" O.C. VERTICAL IN CENTER f511!124" O.C. HORIZONTAL IN CENTER B. TYPICAL REINFORCING AT WALL JAMB AND WALL ENOS FOR FOR B" CMU 2-15 EA. SIDE OF EA. OPENING AND ENDS PER "1/56.1". 9. REINFORCEMENT SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY WIRE POSITIONERS OR OTHER SUITABLE DEi/iCES AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS NOR 10'-0" O.C. 10. MAINTAIN 2" CLEAR FROM FACE OF MASONRY TO ALL REINFORCING. 11. SPECIAL INSPECTION PER CBC REQUIRED FOR ALL MASONRY. 12. ALL DIMENSIONS ARE TO FACE OF MASONRY (FOM). CONTRACTOR SHALL COOROINA TE AND VERIFY ALL DIMENSIONS INCLUDING CLEAR OPENING DIMENSIONS AND LOCATIONS l'lllH ARCHITECTURAL PLANS, MECHANICAL PLANS ANO DOOR AND WINDOW MANUFACTURER FOR REQUIRED CLEARANCE PRIOR TO ANY WALL CONSTRUCTION. NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 13. CONTRACTOR SHALL COORDINATE AND VERIFY ALL EMBEDDED BOLTS AND PLATES PRIOR TO ANY WALL CONSTRUCTION. 14. tf.,;i:i(l INDICA l'ES CONCRETE BOND BEAMS. L M N p BOND BEAM TIES @ 6" O.C. I I b. /_ ~SIM. l 1 e It-- It 11 It ti I I/:~~ FACE Ill> 8" o.c. I . . . " 1 I I " V I\ 1/ \ . 3 x NAILER w/ + 2 -¾ "ti • 10" HEADED A NCHORS. -r: :·i n 4 ·=1-=-=-==1-l.1,c=4J.,~~-----_______ ,,~ .. ----- IMPROVEMENT PLANS FOR: TI-iE INCLlllll!D DAAWIMGa, SPECFICA.T~ IDEAS, OEGIGNSAND ARRANGENlalTS REPRE291TECI THEREBY ARE AND 5HALL. HEMAli'II THE PROPS.TV OF ll;Rt.l DlcSIGM GROUP AND NO PART TliEREOI' SHAU. BECOPIEC, C>ISCI..OSEC TO OTHERS OR USED IN CONl'IIECTION WITrl ANY WORK OR. PftOJE!CT OTHER THAPol THE SPECIFIC .-ROJECT K;R WM!Cl-1 TttEY AAVE EIEEN PRl,l'ME[)AND Dl'cVELOPED WITI-ICUT THlo< WltlTTEN CONSi<NT OF RRM. DleSllilli.GMOUP. \/ISU"'l CO"ITACT WITH nESE DAAWINGS OM 9PEClRCATIONS SI-IAcL CONSTITUTE: cr».CUISIVE E:VIDENCE 01' ACCu>Tl>.NCE OF Tl11eSE RES~ICTION.S. SlJBMITTAL.01' rH=Sio. DOCUMl:i'.ITS FOR PUEILICAGEl'.ICV RF.VIEW 81--!ALLNOT Bi,. CUNSID5Fli:D A WAIVEiR 01' Fl.RM DESIGN BROUP•s FllClHTS. RRM DESIGN GROUP COPYRIGHT 200B RRM is a Callfomla Corporation 1- ...J ::, CD V) < ".dwg -- 1'111111 ~ IUIIIII 0. :::, 0 i... b0 C: b0 ·-(/) CD ""O E i... i... ........ ....,,, .. ~ 0 --I ,... -0 (.) N < 0) LI. < C, (.) Cl z -,, ~ Cl) z cu cz ~ .0 -'O U) 5 i= -ai< ... I-cu :;; > 0::: (.) 0~ LU ow C cu 0:: ..I ~ Cl) ..I z Cl) < 0 C: :5 3: 0.. 0 u ti) ·-... w 0 0::: 0 I-co t/) IO 0::: N -LI. • September 09, 2009 1107570 S-5-3.1 5 CARLSBAD JOINT FIRST RESPONDER TRAINING FACfLfTY CLASSROOM BUILDING S5.1 WALL ELEVATIONS .. -A 0 WALL ELEVATION DEPUTY CITY ENGINEER DWN BY: __ _ CHKD BY: __ _ RVWD-BY> PROJECT NO. r DRAWING NO. .?,6etc, _ 463-1 1 --------------------- --------------------------------------------- .:__-I 08 112/ 08/l2_Sli'C32 09/02/09 TYPICAL WALL NOTES: T 8 1. SEE SHEET S-S-3.1 FOR TYPICAL WALL NOTES. 13'-4" NOMINAL i 2ND FLOOR ~[ FIN. FLOOR LEVEL i -- I . . : ... . - f5 r; .{ -, '.} . ...... ) r.-... > -~ •-· ... I I 11 11 11 I 11 11 V I\ II /\ __ _u_ " 10·-o· -3• .. 4• 0 WALL ELEVATION .... '@:. -- I I --------- -------------------------------------------------------------------------------------------------------- - ' Tl-IE llilC!.llDED DR.\WINOO,. 8PECIFICATION6, IOEl'IS. OSSIGN.S.AND ARRANGEMENTS REPRESENTED "IHEREBY ARlaAl'W SHIIU. ~l,Wt,,l THE PAOP~A'TY OF ARM DEaSIGN GROUP ANO NO ?ART THi:REOI' SH/\1.L. M'..COPIED, 1:1!1&:UlSEll TO OTHERS OR USED IN.CON"il;CTIOK WITI-1 ANYWORKOR PROJECT OTHEcR THAfll rtte 6f'f:CIFIC P~E.CT FOR WHICH THE'I' HA.\/E BEEN:PREPAREDAIID OEVE.WPED WfTMOIJT THE WRITTl!H CONSENT OF RRM. DESIGN. GROUP. IJl6UALOONlACT Wl"l'lol ntESEOAAWlNGS OA Sl'i:CIFICA110kS $H,l,U. CONSTITUTE CONCLU81V!< ~Ui;NCEOFACCE?'rAtilCE OF"THESE RESTRJCTIQ~ 5UBMll f~OF TI-IESE DOCUUENT!l l"OR PUBLICAG.ENCV REVIEW SHALL.Nor 81i. CONSlDEREO A WAIVl'!R OF RRM OESIGN. GROUF'S RJGHT8,. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomla Corporation i--' ::, co (/) <( = ~ l\111111 aWII a. ::, 0 lo.... b0 C: b0 ·-V) Q) ""C E lo.... lo.. la ~~I ■ • > H-+-+-+-H--H-~-1 t •• a" -- ~o ..J ... -0 ON ~ <» < ~~c, -"C 2!'; (I) Z III OZ -.c..JO < 1/1 ::J i= 0::: .: !!l < I-Ill :!, i;:j a: t.) 0-' w > ~~ 0 Ill u, ..1 z ~ U>< 0 C: :ss: D. 0 I.) fl) ·-w o o=:o ..,_ IO u, It) Di: N -LL. II •c1wg ~II""'•~-=':------------ September 09, 2009 1107570 .. CITY OF CARLSBAD ENGINEERING. DEPARTMENT SHEETS 248 IMPROVEMENT Pf.ANS FOR: CARl.SBADJOINT FIRST RESPONDER TRAJN!NG FACILITY CLASSROOM BUILDING WALL ELEVATIONS APPRO~E(? W,WAM £ PL f/'!JMER -__ .., :-.. -~ "" DEPUTY CITY ENGINEER PE 28176 EXPIRES J/J! It() DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. "'5 I DRAWING NO_.· . 483-1 --·----- 16' -a• NOMINAL TOP OF PARAPET ~FLOOR B C 5 D ~+-TOP OF CMU 1• BEi.OW STEEL DECK S5.1 SIM. G-W_A_LL_E_LEV_A_T_IO_N ________ _ 20'-0" NOMINAL TOP OF PARAPE FIN. FLOOR LEVEL F E D C ------ ' ' ' I X ' ' "' ;: . ' •_4.. 4"-0" 6'-0" 5'-4" TYP. 0 WALL ELEVATION 20° -0" NOMINAL TOP OF PARAP B I I I ' I I I , I C © 16'-0'" B I I I I I I I I NOMINAL FIN. FLOOR LEVEL 16' -a• NOMINAL TOP OF PARAPET F . . . ...... +~OOR .. ·-,=-blclii:b·f.l.' =-;;.;-=-;c;_;c;_;c;_;c; -=-=-=l=··;;;;--:;;;;--:...;_-.cc···~···~·*•J'.J:.',:1,;;l-.. ~ .. :C .. ..c-·;;;;--:;.;;·-·;;,;·~=-=-=-=~Ll·;.;.--:.:.:l·d· ·::;··· G WALL ELEVATION p N M 5-/16 EACH F"ACE 11!1 8" o.c.---, L 6'-0" 5'-4" 13 5-/16 EACH FACE ~ ~ 1 S6.3 TYP. F ' I ' I X ' ' I ' E D C B TYPICAL WALL NOTES: 1. SEE SHEET S-S-3. 1 FOR TYPICAL WALL NOTES. 16'-8" NOMINA TOP OF PARAPET :\D- 'l! :t 568 Q~ • 09 Vr:Ns)~ . .3 THE INCLUDED CAAWll<IGS,SPECIFICATIOMS, IDF.AS, neSIGhlSAND AFlRA",IC.EMENTS REF'RESENTi.D T,IEREBV ARE.AND SHALL REMAIN. Tl-IE f>IWPERTY OF MM oestGN GllOUP AND NO PART THEREOF SHALL BE. COP!al, DISC~EO TO OTl'IERS OR.USED IN. CONNECTION W,TH AW( WORK OR PROJECT OTHER TrlAN Tl-IE Sl"ECIFIC PROJECT FOR WHICK T)ti,e"'I' HA\/£ ilai<N PRl=PAAEDANO DEVELOPEO WITI-IOIJI'" Tlie WRITTBI CON-T OF RRt,\ CE5ilill (i~UP. ViSUAl. CONTit.CT Ylllnt "fl,il;5E. IJAAWINGS OR SP~ll'ICA.TIONS &1AU. CONSTITUTE Cl!NCI.USI\IE EVIDENCC.Ol'ACCi=PTANCio.OFTtiHSERtiSTRICTlCINS,. SUBMITTAL.OF THE:SE □OCUMENTB fOR PLIEIUC AG~CY REVIEW SHAU. i'WT BE CCNGIOE~AWAIVEROF RRM OESIG"'-GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation ------------------+~ ---------------~+----------+- 41-811 a·-o· 61-0" 0 WALL ELEVATION 16'-8" NOMINAL TOP OF PARAPET FIN. FLOOR LE~ 10 9 6 S6.4 A·• '-411 4'-8" SIM. 0 WALL ELEVATION 20'-0" NOMINAL TOP OF PARA 13 ' I ,,-:--,, I 5 \ ' S6.4 TYP.- 8 . . ' ' ' I X 5'-4" 12 -I 10 \ \ \S6.4/ -- 16'-8" NOMINAL TOP OF PARAPET ~FLOOR I +-/16 EACH FACE @ a· o.c.--.... f-----+HH---------~ I I TYP. 7x, 141-" 0 WALL ELEVATION tt /'2\ -, 1 ' ' ~;j, S7.4.1 18'-0" /'.io', ~6j. 12 I --1 I I 10 2-/16 I ' ------------------------------------------ TOP OF' BONO BEAM @ 1l-=-=o""" - l. I I I I I I I I I • .. ,,4_. . ~-. • • .. .. ·• . • 4 ' •• lo.. -lo.. -. . " ; . . ' 1 ..... . ..... ; ' . 1 ' S6.4 - ..... 14'-0" FIN. FLOOR LEVEL 10 I ~-- ' I I I I I I I 0 I ------rr-_______ _J I I I SIM. I I I...--------7 I I 0 WALL ELEVATION 0 8 - I 5'\ I ·~ TYP. ' I --------I ] I .-• . . ' ' ' ,/ i;: ' ' I X I ' I ' 8 SIM. i-....J ::::) CD Vl <( Mir 1l i.... i.... -■■ ....,., .. September 09, 2009 ---~1~1~075_70_ -~3."'- ----------------------------------------------------'---------· --------7"'---7· -----. . . . --·--. ' I --I 5 \ ,.,.. 2' \S5,1 ss.,, -- 0 WALL ELEVATION --------------------- ------------------- ------------------------------- --8'-B" . 5•-4• I 5 \ \S5.1 I - I ' IMPROVEMENT PLANS FOR: CARt.Sl!AO JOINT FIRST RESPONDER TRAIMNG FAC!t./TY SHOOTfNG RANGE WALL ELEVATIONS APPROVED WfWAM :J:LJJMM£R ~~:u~i~A~q~f~~c···~r',~·12~~~~~,-~~...,..:...3/~ DEPUTY CITY ENGINEER P£ 28176 EXPIRES J 31 10 DAiE DWN BY: CHKD BY: __ _ RVWO BY: PROJECT NO. ~ I DRAWING NO. 463-1 ' ---·------" V, ·;r (I) (I) ,...,. I-" w ...., 0 -"' ~ 00 0 ~ G) ~ 0\ w . ' I-" ' --! , 2D' -D" NOMINAL --, -' TOP OF PA1lAPET TOP OF BOND BEAM @ 14'-3" TYPICAL WALL NOTES: K J® F E D 0 B 1. SEE SHEET S-S-3.1 FOR Til'ICAL WALL N01ES. /9\ T I I ■ _.____ I I I I ... • r I I I I ' • ~ S6.2) BETWEEN --BEAMS ■ I : ... • ... ■ /, 12 \ -I 7 \ \SB.2) AT BEAMS -- ... I 12 I \ 56.2, ~ 20' -o" NOMINAL , TOP OF PARAPET f, , 110'\ 'k I f 1 '\ \ss.2J ..... _,.. SIM. ~r f;,-- ' ~ ----i----1----1 ----I ------JL_ 1---------f---,-,,.,...,.-------,-,,.,...,.-~I F+r-------' 1 11 -------I-- ·~ ..... ,. 12·-o· ,. rn .... +H-1-------++l-l-7 7 7 :! r-2-,S DRAG BARS ! I I .... ~FLOOR --SW--•--------------------------- \I:: " I II I \ !! ----- / I:====~==:::: I : /\ __ m]-__ --~~~------------~~~:::::_::_J'.J::::::-:;,:,. Ft,r, FACE I 0 WALL ELEVATION 20 19 I I -I I '1 I I . . • • . . . ... " • I, . .. • --/2\ ~TYP. 18 , 11 '\ I ·~ ... '. ,:•_4" 14'-0" 17 • • 12'-o" I I I • / 11 '\ \S6.4) - . I 18 I I I 'a' I 1..--\--,/ I V -I 16 14 I \ I \ • I ntE INCLUDM DRNNIMGS, S~CIFIGA.TIONB,,. IDEAS, DESGN&AND AARANGEMENTS R.EPRESEN.TE□ THEREBY ARE ANO SrW.L Rc!MIN. THE PROPER TYO~ RRM OES1Ghl GRDUP AMONCI PARTTilE.REDF BHAIJ. BE COP JED, DISCI.OSED TO OTHERS OR USED IN CON"-IECTIOM Wlrtt AN'( WORK 0~ PROJECT OTHER THAN. THE. SPECIFIC PRWE::CT FORWHICk Tl'le't' Holl.VE !IEEhl.PRE?AREDAND OEVELO~CO WITHOUT THE. WRITTEN CONSE/IIT 0~ RRlil llE:S~GROl,P. 1/liUALCCWTACl wrrw THE!flEc DAAWIMGS OR.9PEOF~TIONS SHAU.CCNSTJTIJn CO"-ICU161V~ liVIDl=NCe OF ACCePTAN.CE OF THESE. RESTRICTIONS.. SUBMITTAL OF THESio DOCUI.IENTS FORPUBLICAGENCV REVIEW SHAU.NOT BE CONSIDER.ED A. WAIVER OF RFUol DESIGN. GROUP'S RIOH.TS. RRM DESIGN GROUP COPYRIGHT 2008 RRM Is a Califomia Corporation 'i----' ::, ID (/) <( : ~ ~ -1-1-1-1-+-+-1--1-ci= I ~ ! ........ .....,,, .. ... ~ "' z, w .1 I 'a:.., f; ~ ~ 0 -..I .... -0 : -/ ,,,-\-t-- ------------------------ ------------ ----+----------------f-~-------------~ - -------- ------:: ------------__ ., -------- ---- --~------------- - ----- -------------·,--------------(.) N < 20'-0" NOMINAL TOP Ut PARAPET p - , 12'\ ss.2J -- I l I I I -_____ -f r--1---i---I I I =b ..._ ct -0 WALL ELEVATION K 0 WALL ELEVATION l 20•-o• NOMINAl !TOP OF PARAPET TOP OF BOND BEAM @14""'-~3•-· - 18 12'-0" -10\ - ' ~6-.YO.H. --t,---,-f~,_1 -,-__,, I I 4 ~ . :4 f: i ' ' •• .... 12 I I I • ... I • • n I .. 10 0 - I I I I I I • .. ... ' .... ..-•• . . •· •. . ·4 .. . • / , ' X J.. ' --r~FLOOR -. ·-·· _., _--.------------------------------------------____ :-:1-------------------------------tl+'lt-,..,,'-·'.✓_ -~" 8 " TOP OF BOND BEAM @ 13•:.'7" 4-15 EAOI FACE l------ -----------------------------1------------------1-----+--+--' 8'-f!f 5•_4'"- G WALL ELEVATION /5\ \S5.1) SIM -. O> IL. < 0 (.) z • -'O w II) z cu C) z -.0 zO -~ II) ·~~ ;:: I-cu C) > 0:: (.) zw -....I LU > 1-w 0 ....I C cu 0 ....I z ~ ::i: < 0 C: U) 3: Cl. 0 u, ·-... LU 0 0:: 0 I-U) u, LI') 0:: N -LL. -- September 09, 2009 ~ crriNE~!NG ~~~~~AD ~ IMPROVEMENT PLANS FOR: CAR!.S8AD JO//'IT FIRST RESPONDER TRAINING FACILITY SHOOTING RANGE WALL ELEVATIONS APPROVED WIWAM ,;J:.L,UMMER . / ,4-U' :~ -t', ~= 1~ ,!')//4~/4 --DEPUTY CITY ENGINEER -1'[28176 EXPIRES J/J7 /10 -,. oli£ DWN BY: I CHKD BY: __ _ RVWD BY: . PROJECT NO. ~86: I DRAWING NO. 463-1 l V, ::r 0 (1) .. (1) ~ ·-,_. G> w 00 .i:,. 0 0\ -w l'V ' ~ ,_. 00 14 16 -----------------------I • . . • I 4.1,. _.·. • .. :. .. • I I • I • .... / 12\ \S5.3/ ® 17 18 18 ' 7 ' S6.2 1 20 TYPICAL WALL NOTES: 1. SEE SHEET S-S-3.1 FOR TYPICAL WALL NOTES. I I I 21 20' -0" NOMINAL A TOP OF PARAPt.•'r TliE llolClUDf!D DRAWINGS. S~IFICATION6,. IDEAS, DESIGNS ANO ARRANGEMENTS REl'AESENTED THEREBV ARE AND SI-W.l. Ra.W'>IN THE PRCIPER1Y OF RRM DESIGN GROUP AND NO PART TH!cREOF BHML 61a. COPIED, IJISCl.05EO TO ontERS OR USEII IN cot,INECTION. WITH. Ai'lV WO.tKORPROJeCT OTH~ THAN THE SPECIFIC. PROJECT i'OR WHICH THEY HA.\11< BEE.N PR.EPARE!l ,Ulll DE\IELOP!aD WITHOUT THio. W~CIJNSi=NT OF RRlot DESIGN GROUP. VISUAL CONTACT WITH THESI< LJAAWINGS OR Sf'i:CIACATIONS 9H,Ou.l,.CONSTITIJTE CONCWS.11/E EVIDENCE OF ACCEPTAACE:.OF 1H=Sli ~-:-R.IC110r.lS. Sl.8MITTAL. OF TH.ESE □OOUWENTS FOFl PUSLICAGENCY REVU!!\111 SHAU.NOT BE cot,ISICEREOA WAIVeFt OF RFlM C~IGN. <.ROUP'S FtlQHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation I I I I I I I I I I I --I-f ___ I ___ I ____ I _,_ __ I ____ I __ _ • -----------------------------i I I I I I I I I • ' . • • ,d •.. . ·. • . -.. • . .. ... • ' 0 WALL ELEVATION • .. • • •,· • I L 12 '\ S5.3/ - 20'-0" NOMINAL -'TOP OF PARAPET TOP OF BOND BEAM@13'-4'" -- FlN. FLOOR LEVEL . . A " . •. ,_ .... • • .. • .. " • • .· . .,. • -.. . .. 8 9 ® n I • . ~ _,. ..... .. • /1\ \56.4/SIM. -~ • .. .... 1 B \ • . -. .. • S5.3/ - .. .. 12 • . . ' 7 ' 'S6 2 1 ;.,, I I I I I --FlN. FLOOR LEVEL 13 14 0--------------------------------------------·· -------------------+-------------II I I I I I I I I I ' I . , 11 '11 t I ill " t t !It ' I I I 4 •... ......;. • . .. • • ... .. • .. . ·.;,. • ·• ... -· ., . .... - • .. • .. • .. .. · .. • • .. • ... ... • _. • • .. •· . '. .. ... • • • .. ,. .. • .• • 4 ..... • •A~ "''.4 .. • .. ·. ·•· • ._4 '. ... • : . 0i---,:..;W.;_;A;:::;LL::..:::;EL:::.;;EV;;..;..;_A:.;.T;;.;:IO;,.;.;N;__ ______ _ ,_ • .. • • .. I .. • .. . ' . I .. .. • .. . . • I I . '' .... • . . .4 •. ., ... -. , • -rB •• ~ TYP. I • .. . ' . • • . . •.; •· ' 4o • • 4 I -- ~o :i ..... -0 (.) N < C!) LI. < (!) (.) ~ ,:; z (0 -.0 z II~~ /1 I-(0 ~ 0::: (.) g w > ~ Cl co z :t 0 C: Q. 0 U) ·t: wo 0::: 0 f-ID u, II) 0::: N LI. .. ..---=Sep:r.!""ber 09, 2009 ..... ",dWg --1107570 ... w (I) c,Z zO ~< C) > zw -..I I-w 0 ..I 0 ..I il5~ S-S-3.5 CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT Pl.ANS FOR: CARLSBAD JO/fff FIRST Rl=SPONDE:R TRAINING FACILITY SHOOTING RANGE WALL ELEVATIONS APPROVED_ Wl~M _ MMER SfiEETS 24B -_,, ---.,._ '.c... e:.-~-~,......,-"//46,1., -· DEPUTY CITY ENGINEER P[2B176 EXPIRES J/J!/10. 7 DAif: . - DWN BY: I PROJECT NO. CHKD BY: .~3'o, RVWD BY: r .D. RA .. WING NO. 463--1 v, ::::r (I) (I) ,-+ ,_. w 1.0 0 .... "' .:,,. 00 0 ~ G) .:,,. CJ'\ w I ..... - • "" ' ;;; - I 1 I 'S5.5 - • 08 I 12/ -08/ l2_SC2I -09/02/09 r I -----------/ ~ , .., I 1 ) ' n I I ! I I ! I I I I I )-~lE@COCHERE I 2 -2. ! ' I I -------r----1 1------ 1 I I I I ~ cr-3 I ~,._L-e'.n-~'------ 1 I 1/. i~i I I I I Cf-4 I ' I I I L ____ J ~ 'l//////////////~7,1 --11'-4" r COMMERCtAt. BURN-PROP-I> -2' --FOUNDATION PLAN 4 • - - 5 --1t'-4'" 1:V 11·-o· L 91-011 . l I I Pf-5 I ~ ~--lL __ :~ I I I -----i,,-'1.-----f------------+---------f-----'·i.-i( B I ~ -.. I 1.. --1--________ .__ I I L-------J N " N - • FOUNDATION NOTES: 1. SEE GENERAL NOTES ON SHEET "S4.1". 2. fOR TYPICAL CONCRCTE DETAILS SEE SHEET "S4.2". T'!'PICAL MASONRY DETAILS SEE SHEET "S6.1 ". 3. REfER TO ARCHITECTURAL DRAWINGS fOR fllLL SLAB SLOPE AND DRAIN LOCATION INfORMA TION. 4. REfER TO ARCHITECTURAL DRAWINGS fOR DIMENSIONS NOT SHOWN. 5. VERlfY ALL DIMENSIONS, DEPRESSION$, PIT$, SLOPES. CURBS, STEPS. OPENINGS ETC. WITH ARCHITECTURAL AND/OR MEP DRAWINGS. 6. VERlfY WfTH ARCH. OR CIVIL DRAWINGS THE EXTENT Of EXTERIOR SLAB ON GRADE 7. mff'! INDICATES 12" CMU WALLS. 8. ~ INDICATES B" CMU WALLS. 9. G:TI INDICATES CONCRCTE PILASTERS. 10. f½U 11. INDICATES WALL DRAINAGE OPENING. INDICATES DIRECTION Of SI.AB SLOPE. REfER TD ARCHITECTURAL PLANS fOR fllLL SLAB SLOPE INFORMATION. 12. 8 --&INDICATES STEPPED fOOTING, SEE "5/54.2" 13. Cf·X INDICATES CONTINUOUS FOOTING. SEE SCHEDULE IN DETAIL "2/55. 1" FOR SIZE AND REINF. 14. PF-X 15. c-x INDICATES PAO FOOTING, SEE SCHEDULE DETAIL "12/S5.1" fOR SIZE AND REINF. INDICATES STEEL COLUMN, SEE SCHEDULE DETAIL "2/S7.2" fOR SIZE AND BASE ~- 16. EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINES REQUIRED BY THE SIZE AND SHAPE Of THE STRUCTURE, NO MA lERIAL IS TO BE EXCAVAlEO UNNECESSARILY. 17. SPECIAL INSPECTION IS REQUIRED fOR PLACEMENT OF ALL CONCRETE AND MASONRY WALLS. 18. fOR TYPICAL STAIR DETAILS SEE "6/57.4". 19. BUILDING SLAB-ON-GRADE: • JOINTS NOT REQUIRED. • REfER TO 4 /55. 1 fOR OTHER REQUIRED INfORMA TION - 568 . "' '(/~'?" P. 3.3,., TH!llNCLUDEDDAAWIMBS, SPECIFICATIONS,. ICEAS, DES~ANO ~GEMENTS REPRESENTED THEREBY ARE -""D SHALL REM.'JN THE P~PERTY 0~ RR\,! C9S1GN l'.lROUP 1;ND NO ,'AflTTHEREOF SHAU. BE COPIED, DISCLOSED TO OTHERS.OR USED IN CONNECITlOfll. WITH ANY WORK OR PROJECT OTHER TI-IAN Tl-HC SPECIFIC PROJECT FOR WHICt-1 nti:'f' NAV"-BEEN PREPARl':0 AND 081EL.aPED WITliOlJT THlo WRITTEN CONili"IT OF MM DESIGN GROUP, VISIJ,l,L CONTN!r WITH Tl-lESE llRA.Wl!IIGS ORSPEOrlCATIONS SHo\l,.L C(»ISm!JIE omtCLlllllVE E\IID~ Or ACCle:F'TANCEOF THESE ,teSTRlCTlONS. SUBMITTAL o;:c THESE IJOCUMENTS FOR i>UBI.ICAGENCV REVIEW SHALL. NOT BE CONSIDERED/\ WAIVEiR OF RRM DESIGN c;RQUP'S RIBHTa RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomla Corporation I--' ::) 0) VI <( a... NIii .... a. ::l 0 :i.... tlO C: tlO ·-en (l) ""C E :i.... :i.... is F 0. 11' &l w 0 is ;;; 5' iii ~ -...J -0 ~ C!) z -z -c2 ~ a:: w Q z 0 0.. ti) w a:: ~ ti) a:: -u. S&i' 0 ... 0 N 0) < 0 .J ~ ,, ffi ~ IU .c ti) :;; ll. -:;; z ... 00 IU (.) -0 CL < IU 00 a:: z := ll. ::> zO C: a:: u. 0 :::> -ED ... 0 0 U) IO N Seplernber 09, 2009 1107570 __ .1 SHEETS 248 ------------------ ----- -'18' I _ / ----' NORTH IMPROVEMENT Pl.ANS FOR: CARLS8AD JO/Tiff FIRST RESPONDER TRAINING F'ACl!.fTY BURN PROP COMMERCIAL FOUNDATtON PLAN DWN BY: ___ PROJECT NO. CHKD BY: ---:?;eelo -- RVWD BY: --- I D_ RA_WING NO. ,, 453-1 • ' J • ' 0 ' -A 'b ' "' - 08 112/ 08112_C22 / r I I I I I I l - 1 ' 55.5/ ::,.,. - - -i----- ----~ - -(1 -. . . - ' -. - - 5'\ /-' ~5,Y ----- "\ i--POR'lt COCHERE SEE~ I ~ I I I I v: ---• • -, . 3 ) " , ' ~ r---r,-.. : : ; ;/ 10'-; i ~~ "--,r-r"---J-v-,.,-/--1---~I---..,, •~L "'" g~ <1- a/ - -D !,_ ___ _ - - - -, 12 \ 55.5/ - - • y 0 1- w ~ "' 0 F 't------+------ - 2' S6.5 -TYP. TYPE ·e· REINr. f/5 @ 12" O.C. T & 8 I HSS12<2x¼ 7 I ~ HSS12x 2x ¼ I HSS12 •2 • ¼ -I 9 '\ I ' x S5. 5/ 1--I HSS12•2•¼ I~ ;if: .. .... .. ., "' 1/1 :,: t SEE ARCH. FOR PLA TF'ORM FRAMING ABO~ & BELOW THIS Fl.OOR. ~ 4"-0 .. - ' 9 ' ' SS.7/ - TYP. • - 11 '\ .. --_ I_I_ -----~ °'!..:. ----..___ __--; '/ I.- I I ---0 -------y I I I I I _.,., I t SIM. I I f 23 I I I LJ 0 0 n "' I I ~ I I ~ t ll ,;, I IE--- 1 I _t...-t --- ---11 )✓-______ I I • '2 COMMERCIAL BURN PROP 0 2' SECOND FLOOR PLAN 09/0J/09 14 ..... ~ .. N " N "' 1/1 :,: -, . ' 5 J " , -, 11 '\ ·~ □ HSS8xBx½ \S7.4 - '$ '$ .. .. N '$ N .. N .. " -N N "' -1/1 .. ~ ~ N -Ill 1/1 :,: (g\ \S5.5 ,_ __ ·-.. t ---V ~i ~ • • <"' . - -----_,,,,. ____ - TYPE "B" REINF. 1/5 @ 12" O.C. T & 8 ' 1 \ ' S6.5 1 -TYP. 16' ' I I I I I I I I -- t - I 6) 3-(/6 TOP AND BOTTOM ---, -; 0 --------+------ --------1-<H--- V////////2 -, I v✓f'\.._ / I I r,, ·x· I I ~/ ',. ' ' ~///// I I cd --- 0 0 ,J) rg."' -/ 6' \S6.7/ TYP.-.....- ' ' I / ' S6.7 TYP • I/ HSS8x4: ~g □ -... ~ N .. N - '$ '$ ~ .. " :,: >< . , -------= _>< N N .. .. N N --Ill Ill 1/1 1/1 :c :,: ~ C///,1 ~ 7// r ~ ------- r -' 2' r ~ TYP. C SECOND FLOOR FRAMlNG NOTES: 1. 2. 3. 4. 5. 6. 7. B. 9, 10. SEE GENERAL NOTES ON SHEET "S4.1 ", FOR TYPICAL MASONRY DETAILS SEE SHEET "S6. 1° BOTTOM or SLAB AT +13'-D" ABO~ THE NOMINAL FINISHED f!RST FLOOR ELEVATION. • INDICATES SLAB Tii!CKNESS RELA 1lVE TO ,o/ THE BOTTOM OF SLAB ELEVATION NOTED ✓ IN NOTI: 3. SLAB SLOPES TO DRAINS. REF ER TO ARCHITI:CTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS DEPRESSIONS, PITS, SLOPES. CURBS S'IEPS ETC. WITH ARCHITECTURAL AND/OR MEP DRAWINGS. m INDICA TI:S 12" CMU WALLS. ~ INDtCA TES B" CMU WALLS. ~ INDICATES OPENING IN FLOOR SLAB. SEE "7 /S5.5" FOR SPECIAL REINF. AROUND OPENINGS INDICATES DIRECTION OF SLAB SLOPE. REFER TO ARCHITECTURAL PLANS FOR FULL SLAB SLOPE INFORMATION. 11. i½82j INDICATES WALL DRAINAGE OPENING. 12. ~ < < ,! INDICATES CONCRETI: PILASTERS. 13. REINF. NOTED AS "ADDITIONAL" IS IN ADDITION TO THE TYPICAL REINF'. SPECIFIED. 14. DO NOT ERECT MASONRY ELEMENTS ABOVE THE SLAB UNTIL SLAB CONCRETE ATTAINS f'=3000 PSI STRENGTH OR MINIMUM OF 7 DAYS WHICHEVER IS LONGER. 15. APPLY MEMBRANE CURE TO CONCRETE IMMEDIATELY AFTI:R CONCRETE F'INISHING OPERATION. TYPICAL APPL y SUFFICIENT QUANTITY or CURING COMPOUND TO PREVENT PREMATURE DRYING SHRINKAGE. 16. SEE SHORING DESIGN DRAWINGS PREPARED BY A CALlrORNIA LICENSED STRUCTURAL ENGINEER. DO NOT APPLY SHORING LOADS FROM ABOVE UNLESS SLAB IS SHORED FROM BELOW. 17. CLEAR DISTANCE FROM BOTTOM OF CONCRETE SLAB TO THE BOTTOM OF' LOWER TYPE "A" REINFORCING BARS SHALL BE 1½". 1 B. CONCRETE COVERAGE OVER TOP OF UPPER TYPE "A" REINFORCING BARS SHALL BE A MIN. OF 1½". 19. UPPER TYPE "8" REINFORCING BARS SHALL BE PLACED BELOW THE UPPER TYPE "A• REINFORCING BARS. LOWER TYPE "8" REINFORCING BARS SHALL BE PLACED ABO~ THE LOWER TYPE "A" REINF'ORCING BARS. 20. .-_ C.J. INDICA TI:S CEIU!IIG JOIST 6005162-54 ---~ @ 24" O.C. BELOW SECOND FLOOR SLAB. SEE SHEET S6.9 FOR TYP. C.J. OET AILS. 21. FOR TYPICAL STAIR DETAILS SEE "6/57.4". <U E ~ <U THE INl'.llU[IEI) DRAWINGS, SPEGIROATIOWS. >DEAS, DESIQHSAl!oD , ARRNIIGEMENTS REPRESENTEO TI-IERESY ARE AND SI-IAI..L Rew.IN. T,iE P"°PERtv 01' RFU.I DESIGN. MOUP AN[) NO i>AAT TliEREOF $W.L.. BE COl'~D, DISCLOSED TO OTHERS OR USED IN COHNECTION. WITH MJV WORK OR PROJECT OTHl!R THAN THE.SF'ECIFIC PROJECT FOR WHICH. TI-IEY HAVE BEEN PREPARED ANO oe.vSLOPEO WITHOUT THE 'MllTTEN CONSE.NT OF MM.~ GROUP. IIISUALCONTACT Will-I TlsESle ~WING.5 OR SPl!CIRCATlOt.S ~ CONSTITl!n:CONCUJSIYE EVIDENCE OF l<CC&PTAACE 01'-TH=SE ~TRICTIONS. SUHWr fAI. OF THeiE. OOCIJtJIENTS FOR PUEII.IC AGENCY REVIEW 81-W..1.. NOT BE CONSIDERED A WAlVEiR OF RFIM OliSIGN GROUPS. RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation i- -' ::, CD (/) < ---;" *.dwg -- om ~ l\':111 .... " m 0. ::::, 0 i.... bC E:: bC ·-en Q,) "'C E i.... i.... t~ . ~ ~ ~ f 5 " ~ "' (.} "' w 0 " 0 "' 5 w "' ~ 0 -..I ..... -0 (.) N c( (7) LI. c( C, u z "t, z Ill -..0 c2 Ill ;: I-Ill ~ u w 0 ~ z 0 C: 0. 0 U) ;:: w 0 0:: 0 f-co U) "' ~ N -LI. " September 09, 2009 1107570 S-C-2.2 ..I ~z ~1 w Cl. :.. a:: :::;; 0 oo (.) ..I Q. u.. 00 a:: z D.0 z (.) °' 11,1 ::, (I) 1%1 ~1 SHEET I CITY . o F CARLSBAD r SHEETS r . 141 . ENGINEERING DEPARTMENT 248 ----- - -. - ----------------------------------- IMPROVEMENT PIMS FOR: CARLSE1AD JOINT FIRST RESPONDER TRAINING FACILITY' BURN PROP COMMERCrAL .. SECOND FLOOR PLAN APPROVED ~WAM E PLUMMER ./42:??"'n · 1"',8~• •••• "'~11(/4 DEPUTY CITY ENGINEER -· PE.28176 .. EXPIRES J 31 10 .. ~DA1E OWN BY: __ _ CHKD BY: __ _ . RVWO BY: I ... - -,. ... • 0 _, ,n - I 1 ---ADDl110IIIAL 1/5 @ 12" o.c. TOP REIIIIF". 12'-0" -~I"-#---\.----- • ~-~. __ 4-.• ~.,~l--~1--~--~-+-.c· • / /, ..... TYPF •9• REINF f/5 @ 12" o., I. . . • y &B ~I'-': 1T:i<-l._.u._ :.;..-,.,. ____ r-i-/.1 _.•--,----I I I • • y I I ~----~:! I . ..., I HSS 12 X 2. 14 .. s:: ,r; I HSS12x2x'4 ; @+ '\ HS~12• 2x '14 I ~• HSS12x2x¼ \ .I . lo ' ir:, 'i::, I 1o ADDl110f'IAL 1/5 @ 12" o.c. TOP REINF. (o:1------.... __ -------------- - ----I _ .. --,---w· -------,,' ---~4 S6.5/ 3.1 -TYP. ,l'"i?\ 1 S5.5/ - r l - / 2 ' \S6.5 -TYP. -l-----l',~G--'1------------1------- --------' -- .L . I 1 ) COMMERCIAL BURN PROP 0 2' -THIRD FLOOR PLAN 08 112/ 08112. C2J 09/0J/09 4 -- - II' - / 10 '\ \SS.7/ - (5 -- ----...... ----: ------1- [~~] r--, L7 r-' I I I I I I I I I I I 't@ I I 5 I I I S6,5 I I I SIM. I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I J I IL I I ---- SEE ARCH. FOR INSERTS IN CONCRETE SLAB AT BREACH PROPS. --· ....... ·-·, -·. I 1 I ~ TYP. B" C) z ~ u.. ;.:; ~ -:.: • ..., ~ J. 18" __... /, .... ► \S6.8 SIM. -r, © I I I r--,----[ if L >---.J. -- - - --ltt:ctl m .. ,_ <.l d 1-r -~ ~ ,'► S6.8 SIM. T .. '--.....,c.,, NORTH r I -,. 6 ... S6.5 -stM. - "$ "$ .. .. N N .. .. N N --[-[---::::r------"' "' C/l C/l :,: :r: - D .. N .. N -" ~ N :,:: -"' ~ -7 ) - -----<: C H!---JB CRANE PER ARCH. - FRAMJNG NOTES: 1. SEE NOTES ON ·s-c-2.2· 2. BOTTOM OF SLAB AT +23'-0"" ABOVE THE NOMINAL FINISHED FIRST FLOOR ELEVATION. Tl-IE INCUJO&D DRl<WIHBS, SPECIFICA1lON&,. IO~ OES,GNSAND ARRANGEMEt,, 7'S REPRESEr-lTED THEREBY ARE AND 9HAl.l. REMAIN THE ?ROl'ERTY OF RRM. DESIGN OIWUP AloDNO !>ART THBlEOF SHAU llli. COPlE.O, DISCI.OSEO TO OTliEM OR USED 1111. COt.NECTIOJil. WITH ANY WORK ORPROJacT OTME!t Tl'tAN Tl1E SPECIFIC PROJECT FORWHICI-I. THEY HAVE SEEN PREPAREOANO Dl=\IELOPED WITI-loi,JT Tlslo 'MtlTT6N ~T OF AAM DESIGN GMOIJP. VISUAL COJIT...ct WITH Tl1.l:lllo. !JFIP.WINGS ORSl>loCIFICATIOtlS SHl'.U..CONSTITUTE cot.Cl.llSl\/E lo.VIOENCEOFACCEF'TANCEOFTHESl!RESTRICT,Ol<a SUElloll'!TALOF ~ UOCUMENTS FOR ?UBI.ICAGENC't' REVlf!W Si-lAl,,I,, J'(QT BE CON610EREDAWAIV5ROF RRM DESIQN GROUP"S RIBHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomla Corporation '1-..J ::, CD (/) <( = I 1'11111111 l\JIII a.11111 \!, w I!! ~ f- a. :::I 0 l,,_ tlO C: tlO ·-V) Q) '"'O " "' ~ w " w ~ E l,,_ l,,_ ~ ~ Iii ~ ! ~ . ~ ,. ~~ ~ !! ~1 ~1 a o f! f-HH-H-+-1-+-I g ~, ffi 111111 -- ~ -_. -<.> ~ 0 z -z -~ f- 0:: LU Q z 0 CL "' LU 0:: f-u, 0:: -LI. w ........ .......... 0 .... 0 N c,, ct: <.> .J -a :S (.) z co ffi :5 .0 ::i: a. Ill ::i: a:: .:: co 00 (.) 0 <.> a.-' > Ou. co a:: Q ~ a. ea; z:r C: a:: I- 0 ::::, ·-(Q -0 0 co It) N Sept.miler 09, 2009 11 ( G\ c.J---------------~ ~ -~ Cl!Nl£!NG-~~~~~A12-SH2~~TS - -. -- ----___ - - IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY BURN PROP COMMERCIAL THIRD FLOOR PLAN _ _ I /40VE_D_ Y!WjM_. E. PLllMM£R ... _ DEPUTY-Ctn' EN~IN~R PE:;76 EXPIRES J/J1/1() ~ ... ~ OWN BY: I CHKD BY: __ _ RVWD BY:-. PROJECT NO. %,!,lo I DRAWING NO. 463--1 -,--- - - \ \ - 5'-011 'b -I r ' -IA ~ ,; -~------1 ·-- I\DDmONI\L fl5 @ 12• o.c. TOP REINF. ----t----1---... "' ... . / , ..,,.-, 10'-o .. TYPE "B" RE!NF. fl5 @ 12" O.C. T & B -• . . . . - 14', V \S5.5 -- I' .. · . •. . I .... I I I I z m ~ "' " ,_ .,; I I "' I I ,_; I I cj 0 I I ' "'-"' ~@ I I E"' I I 0"" ~,.I, ~ IL L I HSS12 x 2x ¼ ---13 I 4} (5) --... ,; --.~ S6.5/ -- ... ~ CJ~ ~ J I ~ .. - 17 - 6 -- INVERlED CANOPY I SEE@, S6.6 SIM. FRAMING NOTES: 1. SEE NO1'ES ON "S-C-2.2" 2. BOTTOM OF SLAB I\T +33'-O" /\BOVE l'HE NOMINAL FINISHED FIRST FLOOR ELEVI\TION. THE IN()LIJDEOORAWINOS, SPECIFICA.T!ONB, IDEAS,. DESIGh,S ANO ARRANGEMENTS REF'RESENTED THEREBV ARE AND SHALL RBN,IN THE. PROPERTY OF RRM DESIGN. GROUP AND hlD PART THEREOF 31-W_l BE. COPIED, DISCI.OSED TD OTHERS OR USED IN CONNECTION INlnt NN WORK OR PROJECT OTiiER THAN n-1e. SPECIFIC PROJE:CT FOR I/MICH THE'r' HAVE BEEN ~AND DEll'El.OPED YWrrttOUT Tl-IE WRITTEIII ClWSF.NT OF RRlol DESIGN GWUP. Vlsu.-.L.CONTACT WITK Tt!ElSEl DRAWINGS ORSPECIFIC.0.1\0NS SHAU.. CONSITTl.rra CONCWSJVla: E\IIDENCEOFACCEFTANCE-OFTHESERESTR~IQ~ SUBMITTAL.OF T,ESE DOCI.JMENT9 FOR PUBI..IC AGENCY ~!!:Ml SkAU. NO f 9£ CONSIDERED A WAIVER OF AAM DESIQN 01\0UP'S. R!GHTS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation ~ 1\111111 11.1111111 a. :::::, e 00 C: 00 ·-(/) Q) "'C E i.... i.... • lo•' > ,;;:: ""¼..,, ~- HSS12x 2x '4 " -, 9 \ - I~---r ~ I E ~----- - - ---------------- ------------------------------------------------------------------------ :·_ . -_-_ 08 112/ 08112 SC.24 09/0J/09 /9\ ! ' \S5.5/ I -I I -~ (11' \S6.5, -TYP. .. " "' \ HSS 12 x 2 x 1/~ ~ :,: HSS12 x 2x '4 r---7 I r-7 I I I I I I L _ _! I L ___ _t ~TYP . ' 6 \ -- ... S6.7/_ -TYP. ----------T-,-------------17-------------W,-~-, , ----------t:.±--------------t:::::1-------------'(' ~-I I -~ I I - - /C} v -~ 11 ' ---1.J. I 1--~~"' I I ~ ~~ I I e ': -- 1 I ~ ~ I I ~. a, N I I • - r I I wi!!, I' ~~ I I n I I I I I I I I I I I I I I I I I I I I I I I I I I I I w II ~ 11:1:f'~'-'TYP~E;;:"-';I\';;," ,:,R~ElN~F..,.;:-::-;;1-------:-:''---t-----lllB!jJIJ--13 ;,---INVERTED CANOPY /15 @ 12" O.C. T & 9 I I SEE~ I I ~ I I SIM. : : G~u n I I I I I I I I I I I I ~!: ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r---7 I I It I r-7 I I I I I I I I I I I I t I L _ _! I I I I I L ___ J I I I I ~ I I I I I I I I I I I I I I I I I H I I I I I I I I I I I I ILL_________________________________________ -'tt1 --------------------------------------------------_---------------------------------------------------------------:---------------------------------1 COMMERCIAL BURN PROP 0 2' 4' B' !!I' FOURTH FLOOR PLAN I (7) - ' - I- -' ::, co (/) ri <( !j ~ I[ I -- f+-' •.ctwg- " m ; w ~ ~ I I "' -,It • 0 ~f t ~~ • 0 ~ 1 ~ ~ ~ ~ I ~o ..I ... c:,o < s: u. < 00 2: -rS z m ~~ I-ell tr 0 ~ ~ z~ 0 C: 0. 0 (/) ;: Ill~~ (/) ll'> tr N -u. 1-• Sep!ember 09. 2009 ~ --~ 1·~_1_107570 ~ -~ S-C-2.4 IMPROVEMENT PLANS FOR: CARLSBA!JJOINT FIRST RESPONDER TRAl/tllNG FACILITY BURN PROP COMMERCIAL FOURTH FLOOR PLAN APPROVED.,,. WIWAM £.AUl1MER . ,.,,U/?' 7. ~ ~ • • T Oft~ DEPUTY CtTY ENGINEER PE 28176 EXPIRES J/31110 -_.,._. th ;;;;,-0 (1) (1) ~ r-t- I->. G) ~ w ~ 0 m--w "" I .:,,. I->. 00 A COMMERCIAL BURN PROP SCREEN ELEVATION _ _J_ 08 !!2/ 08l/2_BPC25 09/0-1/09 ,,-HSS10x 4x ~• I B l 1a \ \ I \ I .,. • ;;;: " • ... ;;;: " " .... .... .,, VI " :c .... HSS4x 4x¼ .,, VI :c HSS4x5x'V,e • • ;;;: ;;;: " .. ... .... " " .... .... Ill HSS4x 4x¼ .,, VI VI :c :c HSS4x 5x '½a .. . .. . ;;;: " ;;;: " .... .. ... "' .... X ~ X .. .. 111 HSS 4 x 4 X 1/4 <I> VII--...;;.;;._-;-..;,;_.;_ __ , VI :c ~0 HSS 4 x 5 x "''" SIM. • ;;;: 1---r " .... .. .... ~ J HSS4x4x 14 • ;;;: " ... " .... "' VI I HSS 4 x 5 x 'l',e HSS 4 x 5x 'l',e J • ;;;: " .... " .... .,, VI :c • ;;;: .. .... " .. ~ :c SWIVEL HOIST RING A HSS 10 X 4 X 'V,,, □ ------□1---+----Cl------□ HSS10x HSS10x4x '½s • ;;;: " HSS4x4x 14 .... HSS4x4x¼ HSS4x4x¼ " 0 -"' VI :c HSS10 x 4x '½o HSS10 x 4x '½a HSS10x4x'½s □ TYP. TYP. • • 0,:: 0,:: " " HSS4x4x¼ " HSS4x4x¼ " HSS4x 4x ¼ .... .. " FRAMING NOTES: 1, SEE GENERAL NOTES ON "S-4.1" 2. SEE ARCtltTECTURAL FOR ALL DIMENSIONS. 3. CAP ENDS OF ALL HSS wtiH •4 PLA iE. 4. ALL EXPOSED STEEL TO BE GALVANIZED AND COVERED w/ WEATHER PROOFING PAINT. SWII/El HOIST RING TH!a INCLUDED DAAWlhlGS, SPECIFICAnol<IS. IDEAS, DFSIGN&MM) ARR/Vti3EM~S RISPRESENTED THEREBY A.1tE AND S~ REMAIN THiii PF<OPERTY OF RRM DESIGN GROUP AND NO PAJllT T11EREOF SHALL BE.COP JED, OISC~ED TO OTHERS OR\J51:0 i'-CONNECTION W1TH NN WORK OR PROJECT OTHER 1l-lAN THE S-"°!:CIFIC P"°-!ECT FOR.WHICH. THEY HAVE ~ l'REPARED MO DEVELOPED WITHOUT THE WRITT~ CONfiSU 0~ RRM OESIGN (3R0UP. Yl!ilJAL CONTACT Wlllt TriESE.O!V.Wlr.lGS ORSP~~TIOJl6 SfW,.I,. OONS! ITIJTE CO,.CL.IJSlVt,. EI/IOENOEQF ALX:E.?'rANGt; OF THl;Sf. Rl::SHGGL IONi. t;Ut;MITTAL.DF Tr-ESE OCCU!IIENTB FOR PUEILIGAGENCY fU:VIEW SHAU. NOT BE COt.lSIDEREOA WAIVER.OF RRM DESIGN GROUP'S Rlt:IHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation S'MVEI. HOIST RING 0 0 -.,, - A -r ' • 0,:: "' □ " .. ,.. HSS4xh '4 • "' V, :c HSS10x4x'½o HSS4x4x 14 " ___ ,., _______ _ 0 0 --~ :c ~ :c "' VI V, :r: :c HSS 10 X 4 x 'V,,, HSS 10 x 4 x "'·• □ HSS4x4x¼ HSS4x4x¼ HSS 10 X 4 x '½o HSS 10 X 4 x 'V,,, HSS 10 X 4 X '1'10 ---□-------□-------1□1------□ .___ ___ _ @--' COMMERCIAL BURN PROP HIGH CANOPY PLAN 6" J • • 0 I ., .r "' = N ' ;.. 'I-- ' ;.. 71-6 .. \ ADDITIONAL /15 II!> 12· o.c. TOP REINF'. I \ • '"I.Ty----,-el I--.... ... ,--1 - I\....,. -•· I I I I I I - ·•.- - 8' 7•-5• R, F \55,5 -- I --..... 0 a:i ... .,: 0 0 18' • 6" NORl'H FRAMING NOTES: 1. SEE NOTES ON "S-C-2.2" 2. BOTTOM OF SLAB AT +43'-0" ABOVE iHE NOMINAL FINISHED FIRST FLOOR ELEVATION • 3. ROUNDED EDGE w/ ¼ ROUND PIPE (2" fl MIN.). SEE ARCH FOR LOCATIONS & WELDED STUD. "~--!, NOTE 3 f ~ ~,I ... .., \ "" · -~--· --=!-------\..,....1--ROPE ANCHOR ----·· -_·-<+->'-I" ~--g_=-=----r PER ARCH. (4 PLACES) 4'-0" \ ' X \ \ ,.,, . ~ .... I I ~ I I I l I i= 0 -.J .... -0 (.) N c:C 0) u.. c:C z 0 (.) ...J :5 z < D.. -,, (.) IL. z n, ~o -..c Wo -~ th :;; ~ i: :;; C I-n, Oz D:: (.) (.) < D.. ~ w Oo 0 n, ~o z ~ D.. ...J 0 z IL. C: ~ :c 0.. 0 :::> ~ ti) ·;: Ill !:!: w 0 IL. D:: 0 I-U) ti) It) D:: N -u.. 1107570 S-C-2.5 I D ,,___ __ ...,._~- ~ ~,,-~--'io_-f-~-- l CITY OF .CARLSBAD I SHEETS I ENGINE:ERING DEPARTMENT 248 COMMERCIAL BURN PROP FIFTH FLOOR PLAN EMBED F'OR 4 POST ANCHOR, SEE ARCH. --RAtSID--CURB AT HATct-1 8' ~-\-----/ -7---:\- ,.S6.~, -TYP 18' NORiH ~ IMPROVEMENT PLANS FOR. . CARLSBAD JOINT FIRST RESPONDER TRAINll'l(rrlfCl[/'TY . BURN PROP COMMERCIAL FIFTH FLOOR AND ROOF PLAN APPROVED WIWAM £ PLUMMER uz«;; ,. -,,, 1?4, • "~¥"' DEPUTY CITY ENG1N£ER PE 28176 EXPIRES· J 31 10-· ·• ,o,\ ~ .. DWN BY: __ _ CHKD BY: ___ , RVWD BY: PROJECT NO. ~~ I DRAWING NO. 463-1 - COL BEYOND SE£ ARCH. HSS@ ROOF' SCREEN---.---i-EOGE HSS BEYOND HSS Ii!' ROOF /1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ¼ lL SKEWED VERTICAL H55 --HS54x4x¾ OUTRIGGER 0 SECTION AT SCREEN COL SCREEN I - '417 - ~+-TYP. TYP. ¼ CAP Pl.ATE 1" X 12" X 12""---' ¼ 17 CONTINUOUS SLOPED BEAM '---WORK POINT ..__ __ COLUMN PER PLAN 0 HSS BEAM TO HSS C LUMN CONNECTION COL. '4 17 2--12 0 TYPICAL SCREEN TO FRAMING DETAIL 08 112/ 08ll2_BPC26 08/26/09 lL '---SKEVttD VERTICAL HSS 3 .. ;;,: " .... " .... i:l :c HSS4x4x¼ ;!!! " ... ~ " ... "' (J) :c HSS4x4 ¼ HSS4x4x 14 .. ;;,: " ... >< ... .,, VI :c SC • PORTE COCHERE VERTICAL SCREEN ,---SCREEN PER ARCH ,---CONT. SCREEN HSS IN PERPENDICULAR DIRECTION BEYOND TOP OF SCREEN ' PER ARCH: 13'-0' B.O. SLAB 2ND. FLOOR LEVEL FIN. FLOOR LEVEL B' 14 17 2-12 CT·· ................ · .................. ·.•· ........ , ........... ··~• ... ,.... ___ ::=::=::j 16' 1 0 HSS4x4x '4 ABOVE HSS 4 x 4 x ¾ ABOVE--r-+--JI " ... ~ XO ...,m .,, < (J) :c HSS4x4x¼ ABOVE ~---HSSTOxBx¾ HIGH & LOW 10C FRAMING NOTES: 1. SEE NOTES ON SHEET "S-C-2.5" 57.2 TYP • HSS 4 x 4 x '4 ABOVE,--t-+=--=-=-::1ct-HSS 4 X 4 X 14 ABOVE $ X ... " ... i:l :c ;:f " ., " 0 ... ~ " ... D ~ ~ :c $ " ... ~ "0 .,m ;:f >< ., DO >< 0 -~ :c ~< :c lr---1-__ HSS 4 x 4 x ¾ MJOVE HSS4 x 4x 14 ABOVE _...J ]; HSS 4 x 4f ¼ ABOVE HSS 4x ~ '4 ABOVE A SC • PORTE COCHERE PARTIAL LOW ROOF FRAMING PLAN I I ~-HSS 10 x Bx ¾ HIGH & LOW -........ __ HSS 4 x 4 x ¾ ABOVE B' C 16' NORTH FOUNDATION NOTES: 1. SEE NOTES ON SHEET "S-C-2.1". 0 SCREEN TO FRAMING DETAIL 1TtT7 1TtT7 1--_j Lf----+_j L-f -f--8-1----+-rn--1- l--7 T ...-+----+, T r-t TOP & BOTT. FIN. SLAB ---• 'Z. <D ,. • CD ... • -6 •· . . • HSS 8 x 8 x ¾ COLUMN w/ ½" x 14 x 1'-2" BASE ii! 4-¾" t< HEADED ANCHORS TOP OF GRADE BEAM . 6 .. •. .. . . .. ·." ., .· ... , ... . . . 2 #6 TOP ANO BOTTOM ... ' ;,.. - .. .,. .. 4 ~~@W~ -.. L ..L ..!.. ..L --' L ..L ..!.. ..L --' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ®. I I I J : I : -T'IP. : I : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 t---1 1 1 1 I I ...._.,_ I I rT-'-T7 TYP-rT-'-7 i--_: I '-+----+-' -i -f--6}-1---+--1- l--7 I r+----+-, I r-1 L ..t. + ..1. --' L ..1. + .L --' 3 MIOOlE 1/3 OF G.B. { ,--- • .. :. . : ~ · . : REMAINDER TIES I ----~--------------------------• • CIO 6 - ·• -- l 'i . • 4 . . ·. ~ .. : _ •-· -.,.---,'. --,.-.-. 1--~1r-@ 4" o.c. I 1;;;:;;;.;_ ;;.:;;;~~;;;:-·-;;;:;· ·-~ .. "t:::,==:·•:;;;.;;:.4;;;;. ;;;;;~.;;;!·•r:.-..... ,J------~--@-::,,_:::-f---_ c_SE~C~Tf~O~N~==---------..._A 1------'r--.-:- l : ~ ~-- ! I 2'-0' so. W/ 2-,S EA WAY @ 12 I L ______________________ l I I ---,-J 0 PORTECOCHEREFOOTING 2 SC • PORTE COCHERE PARTIAL FOUNDATION PLAN 16' NORTH TIE lltlCLLllED OAAWl"ll6,.SPECIFICATIONS, IDEAS. 01:SIGNS.,\NO ARRANGEMENTS ~ESENTEO tHERE:BY ARfi.ANU SHALL lti:MAI" THE PROPERTY CF RRM DE.lllOO GIWUP AND NO PAAT TH~OF ShAU. BE: COP,EO, DlSCLOS~ TO OUiiaRSORU~ IN.IXINNECTION Wini ~WORKOR.PROJEaTOTHER nW11 THE S?EGIFIC PROJ..cT FOR WHDf n,e, I-IA\IE BEEN PREPARED AND IJf=t/1,;1.(lF'E;O wm.oUT THE WRITTBrl.OONSBIT OF ARM DESIGN GROUP. VISUAi.. COh TN:;"\" Wll'H TMicSE DRAWWGS. OR SPECIFICATIONS S~Cl0N6TTTVTE CONGLU81\/lo MOBICE OF "-CCEPTANCE OF THESE RESlllliHION6... SUBMITTALOI- THESI". DOCUMENTS FORPUBUCAGENCY REVIEW SHALL NOT SE CONSIDERED A WAIVER OF RRU O~IGN. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Calrfomia Corporation ~ l\'11111 IDIIIIIII a. :::J e tlO C: tlO ·-V) Q) ""C E lo.. lo.. z 0 F !,, "' <> ~ w Q z 0 '" s: w "' ~ 0 -..I ..... -0 (.) N c( e) LL. c( C, (.) z -'C z cu -.0 ~ th ~ I-cu 0::: (.) w 0 ~ z 0 C: Q. 0 (/) ·-.. w 0 0::: 0 I-(,Q (/) Ii) 0:: N -LL. 1107570 ...J 1/) <z ~:5 WO. ::!Ew :ii: " ow OJ: D. 0 oo 1:t::O Cl. w z~ "0 ::> Cl. ID S-C-2.6 fsHEE17 CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 248 IMPROVEMENT Pl.ANS FOR: CARLSBAD JO/('(f FIRST RESPONDER TRNNING FACILITY BURN PROP COMMERCIAL PORTECOCHEREPLANS APPROVED 'MWAM L PLUMMER 1_.L,~~~i;:;"'-t:,,,';iil,i'/'!ISoo-LC·Z,.._:;,~9t;::~>~~•i!flt~l"'!S~..,_~:=::-~:::,::;;--.,40,,/4 DEPUTY CITY ENGINEER 1'[28176 EXPIRES J 37 10 DAlE DWN BY: ___ PROJECT NO. CHKD BY:___ . ~ RVWD BY: . I DRAWING NO. 463-1 ~----· .. ,, +56•-o• TOP OF STEEL 43'-0" B.O. SLAB 5TH. LEVEL LEVEL D A S6.9 TIP. +5!!'-0" TOP OF STEEL 43' -o• 8.0. SLAB 5TH. LEVEL LEVEL :, 2-#6 JAMB 2-#6 JAMB 33' -o• 8.0. SLAB 4TH. FLOOR LEVEL 33' -0" B.O. SI.AB 4TH. FLOOR LEVEL 4 0 WALL ELEVATION 43'-0" B.O. SLAB 5T!-I. LEVEL LEVEL 33'-0" B.O. SLAB 4TH. FLOOR LEVEL 23'-0" B.O. SLAB 3RD. FLOOR LEVEL + 13'-0" B.O. SLAB 2ND. FLOOR LEVEL 3 ,,,. \. ,I ;, \. I ,, X I I I I 1'-4"4. .. F=!+''f-F...,,....1'-4" I FIN. LEVEL I 5'-4" I , , 2 0-w......;;...;;A=LL;;...E;;;;;.;L;;;,,;;EV;;....;,_,;li. __ Tr...;..o_N _______ _ ·08 //2/ Cl8/ !2_CJ/ CJ.9/0..1/09 23' -o• 8.0. SLAB 3RD. FLOOR LEVEL 13'-0" B.O. SLAB 2ND. FLOOR LEVEL 0'-0" FIN. FLOOR LEVEL 4 0 WALL ELEVATION A D 43'-0" B.O. SLAB C:=+i::======;::;;:===n 5TH. LEVEL LEVEL 33'-o• B.O. SLAB 4 Tl-I. FLOOR LEVEL 23'-0" B.O. SLAB 3RD. FLOO LEVEL 0° B.O. SLAB OOR FIN. FLOOR LEVEL ..a... \ I \ I X I \ i!'-a-- ~ ~5™. 0 WALL ELEVATrON I I I I I I l I l I 4-1/6 JAMB PLATFORM PER ARCH. 1 ... ··. ... : .. 2·-0· 7 S6.9 TIP. 33'-0" B.O. SLAB 4TH. FLOOR LEVEL A 23' -o• B.O. SLAB L.---+ 3RD. FLOOR LEVEL + 13'-0" B.O. SLAB 2ND. FLOOR LEVEL FIN. FLOOR LEVEL DOWELS TO MATCH JAMB REINf"ORCING W/ STD. HK. TIP. D E TIP. S7.7 SIM. TIP. 2-#6 JAMB ,\ • 0 .,., 0-W,;;,,,,;,,;_;A=LL=-E=L::.;:E~V.;_;li.~TI;..;:;O~N;._ ______ _ D 43'-0" B.O. SLAB c:=::i;:i;:::::====:::::;:;;::===r;;-i 5TH. LEVEL ·· i:'.- j~ LEVEL +33•-o• B.O. SLAB 4TH. FLOOR LEVEL ' , ' , "-/ ,, ,, / " , ' , ' s:, 23'-0" B.O. SLAB----<1.-"''--------"'1.::-•, 3RD. FLOOR LEVEL 13' -o• B.O. SLAB 2ND. FLOOR LEVEL Giv~M. '(',,, I I i,,.i l'i I I ''( \ I ,_-; , J;i! 1i: I ,-,, \ I ., ··- \ I I I " ~ " :·,· ti .,. I I I \ ~-I I I ,_:j I \ ~ I I I I / 9'-4" \ I I I 1•-4• I ii- 1 -~A~54~'-0ffi"~TOP~""'7;=lF;:::::==--"fOF STEEL 43' -o• B.O. SLA 5TH. LEVEL I I I I I I I I I I LEVEL '' ,, 2-#6 JAMB , I I ,, 33'-0" B.O. SLAB! 4 Tl-I. FLOOR LEVEL 13'-0" B.O. SLAB 2ND. FLOOR LEVEL LEVEL I I I: 2 3 ---n==== = = ===n ==---11 11 , , :: ii ii 11 II I I l I 1 l I I II ....,..._....,.. -.---,-.--·-_ _,__ TYPrCAL WALL NOTES: 1. SEE GENERAL NOTES SHEET "S4.1 • FOR MASONRY ANO REINFORCEMENT NOTES. 2. SEE SHEET "S6.1" FOR TYPICAL MASONRY DETAILS. 3. SEE PLANS FOR WALL THICl<NESS. 4. c:::J INDICATES 12" THIC!C CMU WALLS. 5. ~-: . .!) INDICATES CONCRETE WALLS. I.IN1El.S. AND PILASTERS. 6. MINIMUM 28 DAY COMPRESSll/E STRENGTH OF MASONRY ASSEMBLY: fm = 1,500 PSI (SPECIAL INSPECTION REQUIRED). 7. ALL WALLS SHALL BE SOLID GROUTED. B. ALL MORTAR JOINTS SHALL BE FULLY BEDDED. 9. TYPICAL WALL REINFORCING U.N.O.: FOR B" CMU: (15 @ 16" O.C. VERTICAL IN CENTER (15@ 24" O.C. HORIZONTAL IN CENTER FOR 12° CMU: (/5@ 16" O.C. VERTICAL EACH FACE (/5@ 24" O.C. HORIZONTAL EA.. FACE 10. TYPICAL REINFORCING AT WALL JAMB AND WALL ENDS FOR FOR 8" CMU 2-(/5 EA.. SIDE OF EA.. OPENING ANO ENDS PER "1 /S6.1 ". FOR 12" CMU 3-(/6 EA. SIDE OF OPENINGS ANO ENDS. PER DETAIL "9/SS.6" 11. REINFORCEMENT SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY WIRE POS1TIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS NOR 10'-0" O.C. 12. MAINTAIN 2" CLEAR FROM FACE OF MASONRY TO ALL REINFORCING. 13. SPECIAL INSPECTION PER cac REQUIRED FOR ALL MASONRY. 14. ALL DIMENSIONS ARE TO FACE OF MASONRY (FOM). CONTRACTOR SHALL COORDINATE ANO VERIFY ALL DIMENSIONS INCLUDING CLEAR OPENING DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL PLANS. MECHANICAL PLANS AND DOOR AND WINDOW MANUFACTURER FOR REQLJ1RED CLEARANCE PRIOR TO ANY WALL CONSTRUCTION. NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 15. CONTRACTOR SHALL COORDINATE AND VERIFY ALL EMBEDDED BOLTS AND PLATES PRIOR TO ANY WALL CONSTRUCTION. 4 8 nu; INClUDEO DRAWING&, B?ECIFICATIONS,. •□EAB. 0Eal!JN5.AND AARM,IGEM£NTS ilEPRESEMTEO THEREBY ARE AND SHAU. RSAAIN THE ?ROPER.TY QF RRlol DESIGN. GROUP AND NO PART THEREOF aw.LL. BE.COPIED, DISCLOSED TO OTHERS OR USSJ IN. CONNECTION. WITH ANY WOFl:IC OR PROJECT OTHER THAN TI-IE. SPECIFIC PROJECT FOl'l ¥MICH Tl-lEV HA.VE BEE,!. PRE?AREOANCI DEVELOPED WITHOUT THE \MIDTBI CONSENT 0~ RRlol DESIGN GROUP. \IISLW. OONTACT WITH THesec IJl'lAWlr.,:;s OR .9PI\ClflGATIONS SHALL Cf!NSTITIJTE:C::1'.l!rtCLUSIYE loVIDE"~ OF ACClE?TANCE~ THESE RES1"RICTIONA. SU'IWTTA!. OF THESE DOCU""=NTS FOR PUBL.ICAGENCY REVIE:W SHN..L.NOT BE. CONSIDERED A WAIVE!Fl OF RRM DESIGN GROUPS. RIGHT&. RRM DESIGN GROUP COPYRIGHT 200B RRM Is a California Corporation I--' ::) co (I) <: = ~ 1.\111111 .:!111111 ~ 0 \!, ~ " m ~ ~ i:; ~ a. :::::, 0 i.... tlO C: tlO ·-V) Q) ""C E i.... i.... • ~ ' ,f ~ ia~~ I!! e~:i !i~!l; ';!iv ~"' IZ :t1i; ii tgi:: ~""=-Nt.:~:S:g "'=>o "~ ~.:: ........ -"'"""""' ~ 0 -..I .... -0 (.) N < 0) LL. < C) t.) ...J 56'-0" TOP OF S El z -z < "O (..) a, cu 0:: z 2-#6 JAMB 1/6 JAMB, ' \ , \ / V " / \ I ' , ' , ' , ' , X \ \ / V " / \ , , ' I ' \ \ V " / , ' , - I , 'S.. / f_; \ \ ' -..c wo ~ :a-ti) ::;; I-"C 0~ I-cu (..) w a:: t.) 11. ...J w ow 0 cu 0:: ...J :?: a.. ...J "' z z~ 0 ill 0 5 C: 0:: ~ 0. 0 ::) "' th ·;: co w 0 a:: 0 I-<O 0 It) a:: N -LL. =· 1=" September 09, 2009 "' •.dWg (L) -- E 1107570 ~ ... (L) S-C-3.1 -~· crrNlNE~!NG ~~~]AD . SHEETS 248 IMPROVEMENT PLANS FOR: CARI..SBAO JOl/lff F/RSTRE5PONDER TFWfWNG FAClt.lTY BURN PROP COMMERCIAL WALL ELEVATIONS 0 WALLELEVATION 0 WALLELEVATION DWN BY: I CHl<D BY: __ _ RVWD BY:. PROJECT NO. "!,{f~ [ DRAWING NO. 463-f . - 33'-o• B.O. SLAB 4TH. FLOOR LEVEL 23'-0" B.O. SLAB 3RD. FLOOR LEVEL FIN. FLOOR LEVEL I ,. / ;[.x,~</ ',,. /)' r< ,~, ' )(r•,,., .-: / '' .. ', ,/ O'-a•I 1'-8" 2'-4" 0--W_A_LL_EL_E_V_A_T __ IO_N _____ _ 23' -o• B.O. SLAB 3RD. FLOOR LEVEL 1:,'-0" e.o. SLAB 2ND. FLOOR LEVEL ~OOR I I / 8'-0" 38' -o• NOMINAL PARAPET 33'-0" 8.0. SLAB 4TH. FLOOR LEVEL '-• 8.0. SLAB OOR LEVEL 13'-0" 8.0. SLAB 2ND. FLOOR LEVEL ~FLOOR 0 - I 4 ~ ~s6.5/ IT / 5 \ ~ e~W_A_LL_EL_EV_A_T_fO_N _______ _ 0 38' -0' NOMINAL PARAPET 33'-0" B.O. SLAB 4 TH. FLR LEVEL 30' -0• NOMINAL PARAPET 23'-0" B.O. SLAB 3RD. FLOOR LEVEL 13" -a• B.O. SLAB 2ND. FLOOR LEVEL FIN. FLOOR LEVEL '-8 ii!> INVERTEO CANOPY 1·-e· 2 Q) I ' 1 n ' ' I I I I 23'-0" B.O. SLAB 3RD. FLOOR LEVEL 13'-0" B.O. SLAB 2ND. FLOOR LEVEL ~FLOOR 0 WALL ELEVATION i ~ I 33'-0" 8.0. SLAB 4TH. FLOOR LEVEL 23'-0" B.O. SLAB 3RD. FLOOR LEVEL FIN. FLOOR LEVEL J'-4" J'-4" 1'-B" 1•-0• 2 S5.1 1'-811 6 S6.6 ii!> INVERTED CANOPY TYPICAL WALL NOTES: 1. SEE SHEET S-C-3.1 FOR TYPICAL WALL NOTES. OF slEEL +43•-o• 8.0. SLAB Sil-I. LEVEL LEVEL 2-,16 JAMB 33'-0" B.O. SLAB 4 • FLOOR LEVEL 11 S6.7 13' -o• B.O. SLAB 2ND. FLOOR LE-.U FIN. FLOOR LEVEL s F ==77-------=:: I I ! ! ii ii I I 11 11 l I 11 0 WALL ELEVATION 2 1 ,, '' I I I I I 11 ,, I I '' '' I I '' I I ,, u n. < -' ~ ~ 2-re JA B n. ::5 ~ 'i-., ,._ trs . ~ THE INCLI..IDED DRAWINGS, SP£CIFICATIONS, iOEM, DESIGNS.AND ARRAHGEMENTS ~ESENTED T~Y AAEAAD SI-W..4..REMAIN Tlilo PROPERTY DF RRM OBS,1~ IJROU? AND NO l'\IIRTTHEREOF SHAl.l.. BECIJPll:i,J, OISCW$E:O TO ClTli~ OR us~,,. CONNcCTION WITH ANY WORK OR PROJECT on1eR TI"IAN ll1E SPECIFIC PROJECT FOR WHICH TH="V HAVl:.BSEN PREPAR8>AND OEVEL.Ol'E0\NITl-10UT TrlE WRITTerl tlONQ;N.T or ffflMUESIGI.C3ROIJ?, \lltiUAI.CONT...cl" WITH Tl1E:8i:; IJR.'.WING6 OR.BPECIF~TIONS SK0,,.1.CONSTITL/TE CONCWSJVE EVIOEN~OFACCEf'TANGEOFTHESERE5TR!CT,ONS. ioUIIMlrfM.OF THESE DaCUMENTS FOR F'U5UC AGE,.NCY REVll=VII SI-IALL NOT BE CONSICEREO A WAIVER OF RFUII □aill3N GROUP'S IUGHTS. RRM DESIGN GROUP COPYRIGlfT 2008 RRM is a Califomia Corporation ~ l'\JIIIIII .,. 0. ::::::, 0 i.... bO ~ bO ·-v, a> "O E i.... i.... ll -+-1--H-t--l-t-~ t ;i 0 0 ~ 0 -..I ... -0 (.) N < Q) u. c3 c:, ..J z < -'t:I ~a, z ca wz -.c :;; 0 ~ Ill :;; I--... 0~ ~ ca uw C.) G WALL ELEVATION 0 0,___W_A_LL_E_L_EV_AT_I_O_N _______ _ 0i---:-;W;;;...A=L=L-""E=LE;;;;;..V...;.A..;..T __ ro;;_N _____ _ 0:: 0. ..J w ow 0 ca 0:: ..J == 0. ..J z z~ 0 C: 0:: 38'-0" NOMINAL PARAPET 33'-0" B.O. SLAB 4TH. FLOOR LEVEL 13'-0" B.O. SLAB 2ND. FLOO LEVEL 08 112/ 08112_CJ2 7 JIB CRANE ANCHORING Pl.A TES PER ARCH. 1'-0" 8 5 \I II I ' X I \ I \ 0--W_A_LL_E_L_EV_A_TI_O_N _______ _ 09/0..1/09 }( ,,' ' 2 23' -a• e.o. SI.AB 3RD. FLOOR LEVEL 13'-0" B.O. SLAB 2ND. FLOOR LEVEL "--./ " ,, , , ----------,r---.-,-. __ , ~FLOOR F \ , \ I X 0 WALL ELEVATION i 23' -o· e.o. SLAB 3RD. FLOOR LEVEL 13'-0" B.O. SLAB 2N • FLOOR LEVEL FIN. FLOOR LEVEL F \ 0 WALLELEVATION o· e.o. SLAB • FLOOR 13'-0" B.O. SLAB 2ND. FLOOR lEVEl I I E \ .i- -------1~ ~~- FIN. FLOOR LEVEL "' \ 15'-0" ' , ' , " / ,, ,, / "'-, ' , ' Gb 0 WALLELEVATfON F \ ' I \, ( _/~\-------+- ----1-- 1 0. 0 ::> ti'> ·-ID ... w 0 0:: 0 I'--CD tn 1,1') 0:: N ·-u. --;" I=• s.,,t,,rnl!er 09, 2009 .. "' •.dwg ·-1107570 E ~ -"' -3.2 - ... ~=~1IN1NE:~rffiG:~~~~AD .~ IMPROVEMENT PLANS FOR: CARLSBAD JOINT F!RSTRESPONDER TRAINING FAC/l/TY BURN PROP COMMERCIAL WALL ELEVATIONS DWN BY:--~ CHKD BY: __ _ .. RVWOBY: PROJECT NO. '%~· .. 23'-0" B.O. SI.AB 3RD. FLOOR LEVEL 13'-0" B.O. SLAB 2ND. FLOOR LEVEL 0 WALLELEVATION 23' -0" 8.0. SLAB 3RD. FLOOR LEVEL 13'-0" B.O. SLAB 2ND. FLOOR LEVEL ~FLOOR E ' ' I , 0 WALL ELEVATION 08 11.2/ 08/l.2_CJJ 08/05/09 \ I \ I X I \ I \ r I I ~ IM. " " / " \ ' it ,., i ,j ·, ' 1 IC ;1 ) n 5 S6.5 '---"SIM. F \ I \ I X I \ I \ \ I \ I X I \ I \ t'-4" ' :>< I ' ' "-, / ,>" / I I 23' -0" 8.0. SI.AB 3RD. FLOOR LEVEL 13'-0' B.O. SI.AB 2ND. FLOOR LEVEL FiN. FLOOR LEVEL © \ I \ I X I \ I \ \ I G WALLELEVATION E r 23' -0" B.O. SLAB 3RD. FLOOR ~ LEVEL 5 SIM. S6.5 13' -0" B.O. SLAB 2ND. FLOOR LEVEL ' ' " " / " I I ,o·-o· ~FLOOR 13'-8" G WALL ELEVATION ' 5 S6.5 SIM. F \ I \ I ' :1: :>< • X ' I \ I I \ ' I ' " ' I \ I ,/ X I >" I I \ / I \ ' I I 81-811 ,•_4 ... 30'-0" IIIOMINAL PARAPET ,23'-0" B.O. SLAB 3RD. FlOOR LEVEL 13'-0" 8.0. SI.AB 2ND. FLOOR LEVEL FlN. FLOOR LEVEL I 2 ' k .. ;,; .Ii!! ",'f ' c''' .. - . . ·' ;-, 3 4 r )..., D I I ' 5 \ S6.5 1 ' V ..... \I II II I/\ \ @ ( i " \/ I (i . 1 ' ' \I \I k II ' I\ ' \ /\ ..... f . /5\ 121-0" J'-4" 3' 4• 121-0" \S5.1/ ·-a'" -' • -0 WALL ELEVATION 1 4 SLAB 13'-0" 8.0. SLAB 2ND. FLOOR LEVEL ~LOOR X I I \ \ I I X \ \ E l r ' ' F I 3 I X I'' V I\ \ \ \ I I] \ I ' X I; I \ [ii I \ i+ 6'-8" i .J ii I 1,, ':'• ' ' 11 I ' ' • ' a·-o· ' :>< I 0-W_A_LL_E_L_EV_A_TI_O_N _______ _ \I II 7 TYPICAL WALL NOTES: 1. SEE: SHEET S-C-3.1 FOR TYPICAL WALL NOTES. 568 !ID'4 • (II I \ ;1 ,• ;ij D ~ ·!'; ' "' ,Q 0 )~< '~'. /~ ,;i; ,;>; "" "'' i) I ~ I V I\ '!;, '·' \ ,, 131-4" 3•_4• 41-4" 33' -o• B.O. SI.AB 41H. FLOOR LEVEL '13'-0" 8.0. St.AB 2ND. FLOOR LEVEL ~FLOOR I 0 WALL ELEVATION 27'-6" NOMINAL PARAPET 23'-0" 8.0. St.AB JR. DOR LEVEL 13'-0" 8.0. SLAB 2ND. FLOOR LEVEL FlN. FLOOR LEVEL E r 13'-8" r T'l'P. 5 S5.1 © \ \ I X \ I \ I X I \ I \ I , @i---,;;.;W.;.;;..'A~L=L...;:;E=L=E\l_~--"T_l...;;.O_N ____ T'_-4_" ---- a, E ~ "' IMPROVEMENT PLANS FOR: VCTIJ'?-v: £)(P. 3.3,-._1e> Tl,E IMCllJOED DRAWINGS. SP~IFICATIONS. IDEAS, OESIGNS.At.10 ARRANGEMENTS i..EPRESEJ.TBl Tt!ERE~V ARE AhlD SHALL REWAIN. TI-IE PROPERTV OF RRM DESl0N OROLP AND ...0 F'ART THEREOF SHALL BE COPIED, DISCLOSEO TO OTHERS OR USED IN ~ltlECTION. WITH Al'f'f WOI\KOR ?ROJECT OTHER ThAltl ll-lE SPECIFIC PROJECT FOR WislCH THEY MAVE BEEN PREPAREOAND ~E=cVELOPED WITHOUT THE WR!TTlil'lCONSi;WT QI-RFW, DESIGN GROU?. VISUALCOltlT...CT WITK TisESE ::lRAWINGS.OR SPl!!CII-ICATT01<1$ SK<.I.J.CONSTITUTE CON.CUISIVE. E'/106/CE 01' ACC!of'TANCE OF THESERESTRICT.ONS. SUBMITTAL OF rHSSI=. OOCUMSNTS FOR PUBLIC AGENCY R£VISW S'1ALL NOT BE;. CONSIDetED A W~\IER OF ti.Riot oeslGN GROUP'S RJQHTS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation ~ 0 -..J .... -0 (.) N ~ O> ~ 0 ..J z ~ -'0 (.) fl) z rt:I t:i::z -.c iuo ~ ~-Ill ~ !« -... I-rt:I 0> a: (.) (.) IU D. ..J LU OIU C rt:I t:i:: ..J ~ D. ...I z z~ 0 C: t:i:: D. 0 ::, (/) -co ... LU 0 a: 0 <O I() N -- Seplemiler 09, 2009 .. •,dwg ·-1107570 .. S-C-3.3 SHEETS 248 CARLS8ADJOIIVT FIRST RESPONDER TRAINING FACILITY BURN PROP COMMERCIAL WALL ELEVATIONS .. DWN BY: ---PROJECT NO. ~~.~~~----~~ I DRAWING NO. 463-1 V'> ::r 0 (t> (t) ~ ,..,. ..... G) .i:,,. OC) .::,. 0 0\ -w "' I """ ..... OC) • I 08 ! 72/ 08!!2_BPR2! 08/2,v-'09 2 4 32'-8" 3 26'-0" ~ V ~I PF-2 9 S5.1 r ---------------------------~------7 ....___., ,_, _______ _,_ t:'::~~~~~:i?.c~~~~~~1,~~~~1L~~~~~~~~~~~l'?,:~½:~½:~½:1,½:1.,½:~½:~½:~~'77.lr-'-I ---1-~.,.,.771 -t--------~0 -------------~ -7 i---1-, J C B b I N Cf-2 ~ I I I I I I I I I I I I I I I I I I I I ..-..---~--------1 r-------- 1 I I ~ s• MIN. 1\-IICK CONCljETE I SLAB ON GRADE I \ /14 @ 14" o.c. EA. iy I \ OVER 4" AGGREGATE BASE, J I: SEE SOIL REPORT F ':I ________ ..,_ SUB GRADE PREPAR TION SEE ARCH. FOR SL ,--- 1 c:-1 I b I I I I I I cr-2 '---------..1 -------7 I CF-2 I _______ J \ \ I 4'-0" \: { I I 7 I I I I I I I I I I I I Cf-2 r ,--L I I I Pr-2 J .. _r J I I I I I I I __________ __J ~-L-----~-~-~.L ....... l r--------7 I I I I I I I I I I I I I ~I : ::. : I I I I I I I I I CF-1 I I I I I I L ________ _j r-- 1 "' t b I I I I I I I I I I I I CF-1 I I _* _____________ _r-, ~ ~1 b R-3.1 TYP. I < I b L ______________ _ Cf-I I I I I I I ~ .:LLC"---"'-LLCLL.,CLLLLLL.LLL.UL.,CLlilLLL.oLL.~'.LLLLLL.CLL,.CLLLLLL.li<[.~'.LLLLLL.CLL,.~'.LLLLLL.CLLLJJ--------© L ____________ _ 1D'-o" 2 RESfDENTIAL BURN PROP FOUNDATION PLAN NORTH FOUNDA 11ON NOTES: 1. SEE GENERAL NOTES ON SHEET "S4.1". 2. FOR TYPICAL CONCREiE DETAILS SEE SHEET "S4.2", TYPICAL MASONRY DETAILS SEE SHEET "S6.1". 3. REFER TO ARCHITECWRAL DRAWINGS FOR FULL SLAB SLOPE AND DRAIN LOCATION INFORMATION. 4. REFER TO ARCHITECWRAL DRAWINGS FOR 5. 6. 7. 8. 9. 10. DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS, DEPRESSIONS, PITS, SLOPE$, CURBS, STEPS, OPENINGS ETC. WITH ARCHITECTURAL AND/OR MEP DRAl'tlNGS. VERIFY WITH ARCH. OR CIVIL DRAWINGS FOR THE EXTENT OF EXTERIOR SLAB ON GRADE ~ INDICATES 12" CMU WALLS. ~ INDICATES 8" CMU WALLS. 0M½) INDICATES WALL DRAINAGE OPENING. INDICATES DIRECTION OF SLAB SLOPE. REFER TO ARCHITECTURAL PLANS FOR FULL SLAB SLOPE INFORMATION. 11. A8--.fl8 INDICATES STEPPED FOOTING, SEE "5/54.2" 12. Cf-X INDICATES CONTINUOUS FOOTING, SEE SCHEDULE IN DETAIL "2/55.1" FOR SIZE AND REINF. 13. PF-X INDICATES PAD FOOTING, SEE SCHEDULE DETAIL "12/55. 1• FOR SIZE AND REINF. 14. EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINES REQUIRED BY THE SIZE AND SHAPE OF THE STRUCltlRE, NO MATERIAL IS TO BE EXCAVATED UNNECESSARILY. 15. SPECIAL INSPECTION IS REQUIRED FOR PLACEMENT OF ALL CONCRETE AND MASONRY WALLS. 16. FOR TYPICAL STAIR DETAILS SEE "6/57.4". 17. BUILDING SLAB-ON-GRADE: • JOINTS NOT REQUIRED. • REFER TO 4/55. 1 FOR OTHER REQUIRED INFORMATION. "' E ~ "' TiiE ltoCUJOer) DRAWINGS, SPECIFICATIOIIIS, IDEAS, DESIGN& 41110. AARANGEMENTS REPRESENTE;J TIEREIIV ARE AND S"'-'U. REMAIN. THE PROPERTY CF RRM llloSIGK GROUP ANO klO PART THER&Jf' SHALl,. BE COPIED, OISQ.OSW TO OTJ-,'.Ei$ OJ:1.1,JScO IN CONNECTION Wmt ANY Y\IClRK Ol't PROJECT OTHER 11-iAN THE SF'ECIFIC PROJECT FOR WHICH THtaY !-IA\lk, 11a,.°" P~ Nill Dl:VEl,,QPE;O WITI-IOUT THt:. WHfl Ti:kCOHSl:NT Cf RRM D651GN (>fiOUP. VlliUAI., C(;INT.-.cT Willi fl'l=Sl,. IJAAWINGS OR SPECll'ICATIONS SHALi. CONSlTT\,llli: COIIICWS•VI< EVIDENCE OF ~EPTANCE OF THESE. ~TRICI IONS. SUIIWTTAL.OF THE5EOOQUMENTS fORPUllLIO.ACE:;NOV REVll=W SHI\LL NOT BEC01'461DE;REOA W~OF HAM !;)5.lalliN GKOUP'l:> MIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation i- -' => (0 VJ <( --;" ".dwg ..... - ~ i5 F a. ~ ~ -...I -0 < u. 0 z -z -~ I- 0:: w 0 z 0 C. ti) w 0:: ,_ ti) 0:: -LI. 1=· 0 ... 0 N 0) < 0 't, co .Q "' .: co 0 ~ C: 0 ·-... 0 0 '° It) N September 09, 2009 1107570 S-R-2.1 ..J < r--z ffi :5 C D. VlZ wo :~ Oc 0::: z D.:, zO 0::: u. :, ai ' I ~~;~~~gJbC_IJl2~~~~~A.D~~ 5 ~~~,---------·· ---~_,..o.,__ IMPROVEMENT PU\NS FOR: ~ :§: CAR'-S8AD JOINT FIRST RESPONDER TRA//11/NG FACILITY .... G) BURN PROP RESfDENTIAL ~ FOUNDATION PLAN Q. DEPUTY CITY ENGINEER DWN BY: __ _ CHKD-BY: __ _ -RVWD BY: MMER ~-'\.--.---,-NU~/h PE 2B176 EXPIRES J 31 10 7 DAfE PROJECT NO. ~m-. I DRAWING N.O .• 463-1 l'v ~ 00 08 112/ 0811.2. BPR22 09/0..1/09 -- 12 4 ) I ~ EMBED. ii! 0----+-----------t: A ----~-<1-'-'-0F PILASTER BELOW - r 2 \ u 1 ~-12 i m / -: ~ .. \S6.5/ V. , '-,, R-3. ~ ----,.; ;! iii +-... + -:% \ z ., ---I :ch'I> TYP. I ~ ci / -1-''l -i i I • • ' -r 3 , , -.... < ~ ~v 1 7 ' 13 1 S6.5' r-, I ~ I§, i HSSBx4x'Y,e ·~~~~/ , ..,..,..,.=..,..,..,.". 4 -~------~ ----,--~ $ V/,T///~////////////// I Is------_-----:% >< _ _ _ _ '//,; ,, /J4J ;_ -"-,-I / 1/, ~ ~ -I @ ',,:.,.'/ j ~ n HSSBx4x'Y,s 17 ' I L - - - - - --,. - - -½ =========;:=::::::::::;e-:-t--L.:I _____ -7 ,----½ HSS6x4x'Yis LOW L_I : :f; ~~r----:;;:;;:;:;::t-- 1 I u I I I -'-----_ _n__\_ __ @ 9----------1;---1/. --~ I I ~ HSS B x 4 x !\l\s .. $ " "' " ., "' "' :,: w I \ ~ ai :% HSS8x4x!¼a J ----\\ ; --=::.::.:;..;..::..;.:::..1---.,, TYPE "B" REINFORCING ,-: 1/5 @ 12" O.C. T & B I • .o112'\,. 1~ I I S6.8 .,..._-f,~1°-:'/~:+/+------- 1 -_- 2 -,-+------+------.,....f; ,41-.....o11"-=-..: ..... ... '2 ► ,S6.8 -I HSSBx4x !\II• .;' :::, 0 UJ ---'1,-1£-~ OF BEAM AND PILASTER BELOW .;' 5 Lu ----_ _.I.- - I 6 \ 1 S6.6 1 EMBED. ti! - .;' 5 Lu . ---.vi . "" -\S6.7 ~ _;i::.--..,, -SIM. -,\ / -<.. (--:::'\8 I------+-'Y////////,17//////// 7/////,r///////// /;';'//7'.1'///7,7,7,7,7,T,'7,'7/////, =i--=7 I I I I --, , I , I I I 1/' ! TYPE ·1· TRUSS PER 7/S7.5 I I -l-------t( 8 ) - 2'\ ,S6.6/ 1 \ I ,ss.s, lu. - 1~1--------i--- 1½" TYPE "B" METAL DECK. / PER DETAIL 2/S7. 1 t----' REStDENTJAL BURN PROP SECOND FLOOR PLAN 0 2' \ 4' 8' R, \S6.6, Irr. NORTH SECOND FLOOR FRAMING NOTES: 1. SEE GENERAL NOTES ON SHEET "54.1 ". 2. FOR TYPICAL MASONRY DETAILS SEE SHEET "S6.1" 3. BOTTOM OF SLAB AT +9' -0" ABOVE THE NOMINAL FINISHED FLOOR ELEVATION OF THE FLOOR BELOW. 4. INDICATES SLAB THICKNESS RELATIVE TO THE BOTTOM OF SLAB ELEVATION NOTED IN NOTE 3. SLAB SLOPES TO DRAINS. I 5. REFER TO ARCHITECiURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 6. VERIFY ALL DIMENSIONS DEPRESSIONS, PITS, SLOPES, CURBS STEPS ETC. WITH ARCHITEClltRAL AND /OR MEP ORA WINOS. 7. B. 9. 1D. 11. ~ INDICATES 12" CMU WALL5. ~ INDICATES B" CMU WAU.S. f½■a INDICATES WALL DRAINAGE OPENING. C8J INDICATES OPENING IN FLOOR SLAB. SEE "7 /S5.5" FOR SPECIAL REINF. AROUND OPENINGS INDICATES DIRECTION OF SLAB SLOPE. REFER TO ARCHITEClltRAL PLANS FOR FULL SLAB SLOPE INFORM/\ TION. 12. ~ INDICATES STEP IN SLAB. 13. RElNF. NOTED AS "ADDlllONAL" IS IN ADDITtON TO THE TYPICAL REINF. SPECIFIED. 14. DO NOT ERECT MASONRY ELEMENTS ABOVE THE SLAB UNTIL SLAB CONCRETE ATTAINS 1'=3000 PSI smENGTH OR MINIMUM OF 7 DAYS WHICHEVER IS LONGER. 15. APPLY MEMBRANE CURE TO CONCRETE IMMEOIA TEL Y AFTER CONCRETE FINISHING OPERATION, TYPICAL APPLY SUFFICIENT QUANTITY OF CURING COMPOUND TO PREVENT PREM A lltRE DRYING SHRINKAGE. 16. SEE SHORING DESIGN DRAWINGS PREPARED BY A CALIFORNIA LICENSED STRUClltRAL ENGINEER. DO NOT APPLY SHORING LOADS FROM ABOVE UNLESS SLAB IS SHORED FROM BELOW. 17. CLEAR DISTANCE FROM BOTTOM OF CONCRETE SLAB TO THE BOTTOM OF LOWER TYPE "A" REINFORCING BARS SHALL BE 1112". 1 B. CONCRETE COVERAGE OVER TOP OF UPPER TYPE "A" REINFORCING BARS SHAU. BE A MIN. OF 11/2" • 19. UPPER TYPE "B" REINFORCING BARS SHAU. BE PLACED BELOW THE UPPER TYPE "A" REINFORCING BARS. LOWER TYPE "B" REINFORCING BARS SHALL BE PLACED ABOVE THE LOWER TYPE "A" REINFORCING BARS. 2D. ...._ C.J. INDICATES CEILING JOIST 6005162-54 ---~ @ 24" O.C. BELOW SECOND FLOOR SLAB. SEE SHEET S6.9 FOR TYP. C.J. DETAILS • 21. FOR TYPICAL STAIR DETAILS SEE "6/57.4". - TM'= INCLUDED DRAWINGS, SPECIFICATIONS. 10&1'\S,. OE61Gl<IS.AND ARR,lr,MOEMEN"TS REPRESENTED THi;REl,Y ARE AND SHAU. RE:MAIN THE PRO!'ERT'>' ~ RRM. DESIGN GROUP ANO NO ;>ART THEREOF Srtt.ll.- 8E COPIED, DISC.OSEO TO OTH~ OR UB~ IN WNNS.TION WITH AftlY WORK OR PROJECT OTHER T rtAN fHE SPECIFIC PROJECT FOR WHICH i1-EY HAVE BEEN PREPARED ANO Di:i.VliU)PED WITTIO!.IT THE WRITTEN CONSENT OF RRM DESIGN GROUP. 'JISUAI.CONTACl WITI-1 TKl<SE. DRlll'MJIIGS OR SPEl'llFIO\TIOhlS SHALLCCN6TITUTE CONCUIS!V!;. EVIDENCE OF ACCEPTAMCE OF THE.SE'i.RESTRICTIONS. SUBMITTAi. 0~ Tl'IESE. DOCUMENTS FOR F>OEILIC AGENCY REVIEW St1AU.-NOT BE CONSIOER.EO A. WAIVER OF RAM DESIGN. GROUP'S. RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation 1--....1 ::::> CD VJ <C • I i f!l ~ ~o ::i .... u~ < er, LL. < 0 (.) z -z -g -.D ~ .!!? I-lii 0::: (.) w > C ca z:r: 0 C 0. 0 u, ·-w ... 0::: 0 0 I-co U, IO 0::: N -LL. Seplember 09, 2009- ..I <z !z :s w 0.. 9o:: (/) 0 wo 0:: ..I 0.. LL. 00 0:: z 0.. 0 zO 0:: w :> (/) IO APPROVED ,WILLI~}" hPLJ!..MER j_"7_ .,.--.._c...-r~~~-...:__~- . · DEPUTY· CHY ENGINEER -PE 28176 EXPIRES-· J/JI /10 DWN BY: I CHKD BY: ---1 RVWD BY: . PROJECT 1110. ?,GM, I DR.A .. W.ING NO •. 463-1 / ' \ .,:;, 08 !!2/ 081 l2_BPR23 09-/02,/179 - 11"-4" • 10"-0" (3 / 2 '\ ~TYP. - 4) ---i0 I I I I $ I ...I I "',. k+ I I I I LJ I " 1' ; I .... : '!)+ 1-1 LI ~ I ": ,.I ,:: 1~,!!;> 1rl II d' 11::: , -:1 i:l I II ,+,,. II~ I.,, I I II II I +~II I __ I i:ll ,c.J. II I ~ -______._c_,_. I --~ -:r:"" -I -M I I : I I I I HSS s:x 4 x ~, I ~~ HSSS=;~~~--____ i ___ : TYPg; ! ~ i I I -7-----tHSS6x4x .,,• ~ I I I I I I I I 1 1 I I 11/2"HIGH "TYPE B" I , I I TYPE •11• TRUSS PER :1 /57.5 I I ~--1 METAL DECK PER I I HSS six 4 x 'i',. Low~I I -!.. .. L,,,,/... DETAIL 2/57.1 IL I -I ~ : i-----F-------]l .;) i / : : I , HSS!5x4x'Vio I ,,----...HSS6x4x'i\o1 \ V I I HSS4x 4x ¼ ~TYP. i : [1--------l~l [.S-711.~~ I ~ h HSS 6 x 4 x !\'10 LOW I I ~-------7 I,:: '-.......__•.,,-'J 1 TWO PLACES --t----..JIL.....,~ ! I I 11/J -1' I I ~, I I ---! I 1£ '· TYPE "It" TRUSS PER 7/57.5 1 1 : l_ ____ 1_l__ J'V-, 2 , : : : iX i HJ::~::~ /1_J -~'SJ. 5 'TYP. !HSS6x4x'i',J i I ---~ I / . I~ I • I I I C.J. -4-'--I? ---"'· ---C.J. : ; Uc._-~,; /4ss4x4;¼ I~ HSS4x4x~ j : : 11 &+' I,. °'1 +... 11 11 .G'vl \!! -= 1::: 1 ;").:.uJ'd' I ~-"' " I ~ -" I + H I K --11 • ::r:: r,2A., • ,:. "+ I 1 H 9 1 ": Nall I \2::.) .:: '===:::;:::!.I.:: : ~ : : HSS 4x 4 x ¼ TYP. 1 ' ss.s/ -TYP. I I \s7•5 ; HSS4x4x¼ I TYP. ~ HSS4x4x¼ ~ ! I I I -= rn>.-L -]=~~: ,--!== 7 [===-=\=====-~ - ( B ~I-------+--- \ rs'\ I I I I ~ 4 PLACES \~ - 5 I , ' S6.6 ' -TYP. l 41-5" l 4'-0" l 4'-5" l 1 1 1 1 - ©f---------<© ---------------- - - --------- ----------------.. -- 2 ) I 4 I -- RESfDENTfAL BURN PROP 0 'Z 4' 8' f8' / ROOF FRAMING PLAN -- ---------. ----.. - FRAMJNG NOTES: 1. SEE NOTES ON "S-R-2.2" 2. FOR CEILING JOIST INF'O. SEE DETAILS ON SHEET 56. 9 THE INCLUDED DRAW!Ntti, SPl:CIFICAllON!i,, IDEAS,, DESIGIN5-ANO. ARRANGEMENTS REPRESENTED THeElalY ARE ANll SHAU. Relo1o'IIN THE PROPEFl.1" OF RAM DESIGN. GROUP ANO NO PAAT THEREOF 6111\LL. BE COPIED. Dl9CLOSEO TO OTHERS OR USED IN CONNI;;!;; I ION Wini N.N WORK OR PROJECT OTHER THAN THE SPECIFIC. PROJECIT FORWHIGl-l Tl-EV I-IA\IE BEEN ~REPARED.AMD OE\lELOPEC W!THOUT ~ VIIMITTEN CONSENT OF llllM D~SIGN GROU~. \IISUALCOIIITACT Wint ™ESE; ll!lAWI~ OR 9~1F~TIONS SHlriLL CONSffilJ"'E CONCLUSNE EVIUloNCEOF l'.CCl:PTANCE OF TliESE ~CTIONS. SU8'o!LTTM,.OF THEl:IE DOCU!r/lENTS FOR l'U~I.IC AGENCY REVll!W SHALL NOT BEOOKSIOEREOA WAIVER OF RRM IJ-511.iN GROUP'S R.1<3HTS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Callfomia Corporation I--' => m (I) <( ~ I\WII .... ~ w 1! "' a. ::, 0 i.... bO C: bO ·-V) Cl) -c " m ~ w " w "' E i.... i.... ~ i2 i;l e, z ~ t • 0 • I 0. o 0 ii ~ ~ I 0 0 z 0 F ~ u "' w 0 z 0 ., 5 w "' ~ --' -0 < LL 0 z -z -i2 I-a:: w 0 z 0 0. Cl) w Q:'. I-Cl) a:: -LL ......... ~-~ ~ ID ~ z -~ " -~ " J ~' " 0 -0 N 0) < 0 ..J . <z "'O !z:S CIJ .0 w fl. "' !20 i: "' z CIJ w-QC :;; 0 fl.~ ~ Ou. QC ti. ~ 0..0 C: Zo ~ QC 0 ::> -ID ... 0 0 1.0 IO N "ii'"'Ol~--0Sep!,mlle,-09, 2009 ~ ",dwg V) --:----------- § =-.. -1,107570 ~ S-~ CITY OF CARLSBAD SHEETS 248 ENGINEERING DEPARTMENT -----IMPROVEMENT PLANS FOR ---------- CAR!.S8ADJO/IIIT' FIRST RESPONOfR mAINING FAC/1.ITY BURN PROP RESJDENTIAL ROOF FRAMING PLAN AP~ROVE_!) ~U~ £. PLYMMER ~~PU;; CITY ENGl~EER -Pf.28176 EXPIRES J/31/10 -~:r...c - DWN BY: I PROJECT NO. I DRAWING _No. CHKD BY: ---~ 463-1 RVWD BY: _ ___ _ __ 1 1 "' § • • • " ~ ~ "' 1'l as: ., "' ~ ,: ~ , ~ ~ i' "' ~ r-~ ~ [g -~ [g - I" ! ;,; !I A 20•-o• T.O. BOND B£AM ROOF' LE~L "'"."'"·;-.. -.-,-,.-.... -...... ~.~.-.. -.""'. 1.,..,-,-.-.•;-.. -· •• -.~, ~.r-.~:-.-,.-.. -. ~.--.-.-... -.-.. -.:~. -r2 i....n i....n n i U-c LJ Li I I . \S6.5 I -1 9'-0" B.O. SLAB ·-± ___________________ J :-------, 1 --rr-----1 -"'I .,, 2ND. FLOOR LEVEL · .. L0 I ,r:::::::;:"11101 )( I I~ 11 )( I .. I I 11 I FIN. FLOOR LEVEL r : I I 11 I 1 I II J ~ 4'-0" 3'-4" 7'-4" ~•-4• 4'-0" ,._ " I 5~,~-=~=./'--'-C:"!_-,(r./'-1::"+~,b-,.J,:-l::\1..J,/,~ f-4· '-~ '-2'-o" (7\ WALLELEVATION 0---------- 3 20' -o• T.O. BONO BEAM T ROOF LE-.£L :: ' l g•-o· e.o. SLAB i 2ND. FLOOR LEVEL FIN. FLOOR LEVEL 0 WALL ELEVATION 9'-0" B.O. SLAB 2Nu. FLOOR LEVEL FIN. n.OOR LEVEL 0 • . _L ts, ~ . A I 5 \ 1 S5.1 1 3 0-W_.;;..;'A=LL;;;..E=L=EV~A;.;..Tl;..;;.O_N _______ _ OtJJ !2/ 08112_BPR3! 09/aJ'/09 I I 20'-0" T.O. BOND BEAM I ROOF LE-.£L 9'-0" B.O. SLAB T 2ND. FLOOR LEVEL FIN. FLOOR LEVEL r 3 , 12 , I S6.7 1 F.S. :, . • .. ·.•,1•-••I.; .l•.L •r•,· .• ·1·. I 0 i.... II i.... I I " 11 I I " 11 I I Q 11 I ~-------~-Jjcg:J _J ~---------------~ : 0 L 0: I ~ : !-I I . l / 2 ~ ,. 4'-0" .'J'-8' J'-4" .'J'-8' 4'-0" 3'-4" I 0 WALL ELEVATION 2 ~~-- B 1 20•-o• T.O. BOND BEAM IROOF LE 2 10' -o• T.O. WALL 2ND. FLOOR LEVEL , FIN. FLOOR LEVEL 0 WALL ELEVATION '20'-0" T.O. WALL ROOF LEVEL - / 3 /1\ \S6.5/ ' . .J_ I 5 \ I S5.1 1 ' 1 C L ..., V • I . .J_ 5 \ S5.1 ' - 3 / 3 \ I I , II ' ~ II ' 11 ~t.c-- 11 I 0-W._'A_LL_. E_L_E_V_~_Tf_O_N _______ _ , 9'-0" B.O. SLAB --. ,. 2ND. FLOOR LE-.£L FIN. FLOOR LEVEL 0 WALL ELEVATION 2 ,1 '. . .. :•~;. :-. ;,. < . -~ .. • ... ' I I rg] I I 11 I II I V II I\ I \ II I 11 ~FLOOR I 1'-4" 5•_4• 2'-0" l.'h·-o· 0 WALL ELEVATION a· ...., I . a:--~ "; ,--m=:==4:h.---l/'.23 ~' : -IV-,~_,~SE/ - 3-15 11!1 a· o.c. I EACH FACE--1--....-.....,_ I ,.l,._g•-Q" B.O. SLAB y2ND. FLOOR I LEVEL FIN. FLOOR LEVEL ~- \~ SIM. 9 ~~-0 WALLELEVATION B .. I - TYPICAL WALL NOTES: 1. SEE GENERAL NOTES SHEET "S4. 1" FOR MASONRY ANO REINFORCEMENT NOTES. 2. SEE SHEET "S8. 1" FOR TYPICAL MASONRY OET AILS. 3. SEE PLANS FOR WALL THICKNESS. 4. c:J INDICATES 12" THICK CMU WALLS. 5. F· :. ,j INDICATES CONCRETE WI\LLS. LINlELS. /\ND PILASTERS. 6. MINIMUM 28 DI\ 'I" COMPRESSIVE S'IRENGTH OF MASONRY ASSEMBL 'I": (m = 1.500 PSI (SPECIAL INSPEC110N REQUIRED). 7. ALL WALLS SHALL BE SOLIO GROUTED. B. ALL MORTAR JOINiS SHALL BE FULLY BEOOEO. 9. TYPICAL WALL REINFORCING U.N.O.: FOR 8" CMU: f5@ 16" O.C. VERTICAL IN CENTER 15@ 24" O.C. HORIZONTAL IN CENTER 10. TYPICAL REINFORCING AT WALL JAMB AND WALL ENOS FOR FOR B" CMU 2-ffS EA. SIOE OF EA. OPENING AND ENOS PER "1 /56. 1 ". FOR 12" CMU 3--(16 EA. SIOE OF OPENINGS ANO ENDS. PER DETAIL "9/56.6" 11. REINFORCEMENT SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY WIRE POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 20D BAR DIAMETERS NOR 10' -o• O.C. 12. MAINTAIN 2" CLEAR F'ROM FACE OF' MASONRY TO ALL REINFORCING. 13. SPECII\L INSPECTION PER CBC REOUIREO F'OR ALL MASONRY. 14. ALL DIMENSIONS ARE TO FACE OF MASONRY (FOM). CONTRACTOR SHALL COOROINA TE AND VERIFY ALL DIMENSIONS INCLUDING CLEAR OPENING DIMENSIONS /\NO LOCATIONS WITH ARCHITECTURAL PLANS, MECHANICAL PLANS, ANO OOOR ANO W!NOOW MANUFACTURER F'OR REQUIRED CLEARANCE PRIOR TO AN\" WALL CONSTRUCTION. NOTIFY THE ARCHITECT ANO ENGINEER IMMEOIA TEL\" OF ANY DISCREP I\NCIES. 15. CONTRACTOR SHALL COORDINATE AND VERIFY ALL EMBEOOEO BOLTS AND PLATES PRIOR TO ANY WALL CONSTRUCTION. C B . --i v ~~t k~o~0 BEAii ... _.r:._-_..,_ ""' .• -·~.~;-.r_-.-. --:-.,""'•"'1""'.-.,--1, 1-. .....,,,_. LEVEL FIN. FLOOR LEVEL I ' I I I I I : : I \S5.1/ - THE INCLUEJED llRI\.WINOO,. SPl:OIFlC,.TlON6,. IDEM, DESIGl<ISNID ARRANGEMENTS REPRESENTED THERE6Y AREANIJ S......U.. RiaMAIN THE PROPERTY OF RAM. DESIGN. GROUP AND NO fWU THl:RS>F SH/U,,.I,. BE COPIED, DISCLOSED TD OTHERS OR USED IN COlr,IMECTION. WITH ANY WORK Of'!. PROJECT OTHER Tl-lAlv. lrlESPECIFIC PROJECT FOR WHICH TI-IEY 1-!AVE BEEN PREPARED.ANO OE?.IELOPED WITHOUT TH&. WRITTEN CONSENT Of RRM DESIGN GROU~. \llSUALCONTAm WITH ntESE ;:JRAWINGS OR SPECIRCATIONS SrW..LCONSTITlJTE COlli,CI..USI\IE EVJO~lo OF ACCEPTl'.NCE Or TliloSE RESTRICT,Ol>IS,. SU!lMlITAI,. OF THESE DOCUM=NTS FOR PUBLIC AGENCY FUNlll!W Sr1ALI. NOT BE CONSLO=Ri=D A WAlV6R,.OF RR.M oestcJN GROUP'S. RIG,!TS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation I--' ::::> CD (fl <( I .... 1\:11111 .... ii w " m ~ w 1,1 " w • • I ' a. :::::J e tlO C: tlO ·-U) Q) "'C E I... I... g i.! Bi a; ~~ • jl ~ . " ~ ~ ~~ ~ if t • I <' c: 0 ~ -..I -(.) ~ C) z -z ~ t- ma; 0 .... 0 N (7) <C (.) . "Cl (IS .0 II) i: (IS ~ u u < 0 z u ~ ~ G • ~iiiiiil .J s I-(I) zz wo o--1-lil~ 0 WALLELEVATION a::w ct: (.) a. .J w > 0W C (IS a:: .J ;: a. .J z ~~ ,20•-o• T.O. WALL ROOF LEVEL I 3' ' f . . 13' \56.7, ~ lu. II II LI LI ,.-. 4•-0· s·-o· 0 WALL ELEVATION 4•-0· ,tf-1 @ B" O.C. \CH FACE ..., ' . _l._ I 5 I ' S5.1 ' - -te, ~ 0 C: D. 0 ::::, ti) ·-al ... w 0 ct: 0 t-ID tn It) ct: N -LI. - September 09, 2009 -",dwg ~· ·-11_07570 § -~il.iiiiiiiS-R-3.1 fSHml CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ -~;::::=:::c::::================~t=:==: .. _ _ _ IMPROVEMENT.Pl.ANS FOR: _ __ _ _ _ _ _ _ _ _ _ __ __ . CAR!.Sl'JAD JOINT FIRSTRESPONDER TRAINING FACIUTY BURN PROP RESIDENTIAL WALL ELEVATIONS :;;f'~~w;~fa;ZM~••«-.. ~~·- DEPUTY CITY ENGINEER PE 28176 EXPIRES J/J7 /70 DATE DWN BY: I PROJECT NO. I DRAWING NO. 2~ :~ ---¾86--.,-463--1 J 08 I 12/ --08/J2_BPRJ2-08/28/09- s + 20'-0' T.O. BOND BEAM ROOF LEVEL ~ A 9'-0" B.O. SLAB T 2Nu. tLOOR LEVEL FIN. FLOOR LEVEL - I 0 WALLELEVATION I'?\ ~S6.7/ -F.S. -I\/ I 4 " I\ ~6J, i I/\ • r, 2 ,~. ' ,, I A 211-0' T.O. BOND BEAM rr------.-.--- ROOF LEVEL : I\\/ l g•-o· B.O. SLAB 2ND. FLOOR LEVEL FIN. FLOOR LEVEL I l ~' /\ " \_S6.5 SIM I/ T . ' 0 WALL ELEVATION ----------------------------------------------------------------------------------------------------- - TYPfCAL WALL NOTES: 1. SEE "S-R-3.1" FOR TYPICAL WALL NOTES. a., -E ~ a., IMPROVEMENT PLANS FOR: THE INClU!lED !JAAWINGS,. SPECIFICA,TIOM&, IDEAS,. O~w:;!NSMl!l ARRANGEMENTS REPRESENTED nlEREIJV ARE ANO SHAU, RE...,..N THE ,'ROPERTV OF RR~ DESIGN l'Wll.lP ANO lr,l(l P.t,RT THEREOF SH,\Ll BE COPIED, OISCUlSED TO 0THER$0IUJSED IN CONNECTION WITH ANY WORK OR PRo..iecT O'T'HeR TrUW Tell! S?EClfLC PROJeCT FOR WHICH THEY HAVE aEEN. PREPARED ANO OE\/"ELOP&l WllliOU1' THE WRfTTBt CONSlc!IIT OF MM Dl:SIGJI. GIWUP. VISUALCONT.lCT Wll'H THE!SE~INGS ORSProFICAT\OlolS SHALL CONSITT.,JTE CONCWSNE EVIDENCE OF ACCliF"JANCE OF lttlUi&. IU>STRICTIOl'tS. SU11"1ITTAL-Of' THESE DOCUMENTS FOR PUBk,.ICJ\Gl;NCY" REVIEW StlAl,.l,.NOT BE CONSIDERED A WAIVER. OF Rf™. OESIGltoi GROUP'S. Rl~ITS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation i--' :::i CD en <( = -- -·- •.dwg .... - 191111 ~ ! l\JIII 5 ... "i: ! Cl> -.. Cl> ~ B • C. 0. a> ii ii!: 0 ",_ ' :::, Cl> s:"" f . " 0 0.. 8 ~ ~ .. "' ~ . .... i.... C 3-t C -ll tlO Cl> ~$ { E @I;,; - C: C -" ! e Iii![~ tlO '> ,i.:' j ·-C ~i - V> Cl> !§ r-i ,¥'-"7' 30 Cl) "' si J C ~~, "'C .:, ~m -., !; ~ I E ~ V ' I i.... < i.... 11, w j " "' 0 ~ ii! i:l w 5 s. w ~ ~ "' 11~ ~ l ~ ~·5 • ~i • f ~ ~, 0 0 ~ 0 -..I .... -0 0 N < 0) Lt.. < 0 t.) z ,:; -z ffl -.0 ~ Ill -;:: I-ffl a:: 0 w 1; C :1: z 0 ~ a. 0 ti) ·-I.. w 0 a:: 0 I-ID u, IO a:: N -Lt.. Seplembor 09, 2009 1107570 S-R-3.2 ..J $ I-II) zz WO o--I-!I) < W> c:: w D. ..J 0W c:: ..J D. ..J ~~ ::> co CARLSBAD JOlf'IT FIRST RESPONDffi TRAINING FACILITY BURN PROP RESIDENTIAL · WALL ELEVATIONS AP_fR£V~~ ... Wlf:Ll~£..AUl,/M[R ¥~~Y~.~«.M~......:ZT~,.-~,,_...~h~~-=-=-=-¥~/4 DEPUTY CITY ENGINEER PE28176 EXPIRES J/31/10 DAT( DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. -~ I DRAWING NO. . 463-1 • -. F. SIEEL DECKING C. REINFORCED CONCRETE V. DESIGN BASIS ii. GENERAL 1. smt. OEOOIIIC SHALL BE 01' THE TYPES ANO GAUGES AS INOICA TEO ON THE DRAWINGS ANO SHALL BE INSTALLED IN ACCORDANCE 111TH THE MANUFACTURERS RECOMMENDATIONS EXCEPT WHERE INDICATED OTHER'MSE ON THE DRAWINGS. 2. smt. DECKING AND Fl.ASHIIIIC SHALL BE l'ABRICATEO OF SHEET METAL CONl'ORIIIING TO ASTllt M46. 3. smt. DECKING TO BE GALVANIZED IN ACCORDANCE WITH ASTIII A525 060 COATING DESIGNATION. 4. ALL NECESSARY ACCESSORY ITEIIIS SUCH AS CLOSURES, INSULATION CLIPS, ROOF SUMP RECESSES, ETC., SHALL BE GALVANIZED, FURNISHED AND INSTALLED AS REQUIRED. 5. WELDING OF smt. DECKING SHALL CONl'ORM TO AWS Dt.1. 6. ALL ~OS AND ABRASIONS SHALL BE GIVEN A PROTEC11VE COAT OF "GALVALLOy'', "DRY-GALv", "GALVICON" OR APPROVED EQUAL, UNLESS COVERED BY LIGH~GHT INSULATING CONCRETE FILL OR STRUCTURAL CONCRETE. 1. CEMENT SHALL CONFORM TO ASTIII C-150, SEE NOTE •5• BELOW l'OR CEMENT TYPE REQUIRED BASED ON CONCRETE USE. FLY ASH NOT ALLOWED. 2. AGGREGATES SHALL CONl'ORM TO ASlM C-33 l'OR STRUCTURAL NORMAL-WEIGHT CONCRETE (1" MAXIMUM SIZE) 3. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASlM C-94. 4. CONCRETE DESIGN MIXES SHALL BE IN ACCORDANCE WITH SEC. 1905 Of THE C.B.C. ANO SHALL BE SIGNED BY A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF CALIFORNIA, AND HIRED BY CONTRACTOR. 5. ALL CONCRETE SHALL SA TISl'Y BOTH THE MINIMUM STRENGlH REQUIREMENT ANO MAXIMUM WATER-CEMENT RA no BY WEIGHT AS FOLLOWS; MINIMUM COMPRESSIVE MAXIMUM CEMENT CONCRETE USE STRENGTH AT 26 DAYS WATER CEMENT TYPE F'c RA TIO BY l\l;IGHT SLAB ON GRADE (TYP .) 4,000 PSI 0.50 l[ A. APPLICABLE CODE: CALIFORNIA BUILDING CODE (CBC). 2007 EDITION. B. VERTICAL LIVE LOADS: AREA LIVE LOAD <1> UNIFORM CONCENTRATED ROOF ("S" BUILDING) 20 PSI' - FLOOR (''s• BUILDING) 80 PSF 2000 ROOF AND FLOOR 80 PSI' 2000 TRAINING BUii.DiNG NOTES· (1) THE CONDITION or UNIFORM OR CONCENTRATED LIVE LOAD PROOI/CING THE GREA lER STRESS OR DEl'LECTION GOVERNS DESIGN. UNIFORM AND CONCENTRATED LIVE LOADS ARE NOT ADDITIVE U.N.O. A. THE CONTRACTOR SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY roR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INClUO!NG THE SAFETY OF ALL PERSONS ANO PROPERTY, AND THIS REOUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS ANO METHODS OF CONSTRUCTION AND THEY SIIALL BE IN ACCORDANCE 111TH ALL STATE ANO FEDERAL SAFETY REQUIREMENTS. C. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY 00 NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROlECT THE STRUCTURE, WORKMEN OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE: LIMITED TD, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING l'OR EARTH BANKS, FORMS, SCAITOLOING, PLANKING ANO SAFETY NETS. CONTRACTOR, AT HIS OWN EXPENSE, SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DElERMINE WHERE AND HOW lEMPORARY G. LIGHT GAUGE STEEL FRAMING FOOTINGS 4,000 PSI 0.50 l[ (2) THE MINIMUM DESIGN UNIFORM LIVE LOAD IS REDUCED BASED ON MEMBER TRIBUTARY AREA IN ACCORDANCE WITH CBC SECTION 1607. PRECAUTIONARY MEASURES SHALL BE USED ANO INSPECTION OF SAME IN THE FIELD. OBSERVATION VISITS BY THE ARCHllECT OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS ANO DO NOT IN ANY WAY RELIEVE THE CONTRACTOR or HIS RESPONSIBILITIES rOR THE ABOVE. H. 1. ALL STUDS ANO TRACKS SHALL BE FORMED FROM STANDARD COMMERCIAL STEEL WITH A MINIMUM l'IELO POINT PER PLANS COMF"ORMING TO EITHER ASTIII A611 GRADE •c•, ASlM A57D OR ASlM A653--SS. 2. ALL FRAMING COMPONEN'TS SHALL BE CUT SOVAREL Y OR AT AN ANGLE AS REQUIRED TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELO FIRMLY IN POSITION UNTIL PROPERLY FASTENED. 3. STUDS ANO TRACKS SHALL BE ATTACHED BY mDING ANO SELi' DRIWNG SCREWS AS NOTED ON THE DRAIIINGS. 4. BUTT mos OR SPLICES SHALL BE USED AT ALL JOIN'TS IN TRACK. SPLICES IN STUDS OR BRACES SHALL NOT BE PERMITTED, ALL M;LDS SHALL BE FILLET, PLUG, BUTT OR SEAM M;LDS. STUDS BURNED THROUGH BY lll;LDING SHALL BE PROVIDED WITH A SUITABLE STITCH PLATE OF SAME GAUGE. 5. STEEL STUDS SHALL BE AS MANUFACTURED BY DIETRICH INDUSTRIES INC. IN ACCORDANCE WITH ICBO REPORT No. 4782 ANO No. 4784 UNLESS APPROVED OTHERWISE. 6. 7. 8. 9. 1. 2. 3. RUNNER TRACKS SHALL BE THE SAME GAGE AS STUDS SUPPORTED, UNLESS OTHERWISE NOTED. TRACKS SHALL BE FASTENED TO STRUCTURE AT 24" O.C. MAXIMUM UNLESS OTHERWISE NOTED. PROVIDE BLOCKING OF WALL STUDS AT 4'-o• O.C. MAXIMUM WHERE SHEA THING IS NOT PRESENT ON BOTH SIDES OF STUDS. WHERE NECESSARY, STEEL STUDS SHALL BE COOROINA TED WITH GLAZtNG MANUl'ACTURER, MECHANICAL, ELECTRICAL AND ALL OTHER TRADES. All LIGHT GAUGE STEEl FRAMING SHALL BE 090 GALVANIZED. STRUC"TURAL WOOD ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (Of') OR LARCH GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLA. W'IIPA. OR WCLIB). WOOD STRUCTURAL PANELS SHALL BE APA PERFORMANCE RATED PANELS CONl'ORMING TO U.S. PRODUCT STANDARD PSl-83, AND SHALL BE GRADE MARKED BY APA. WOOD GRADES (UNLESS NOTED OTHERWISE): (A) HORIZONTAL MEMBERS: JOISTS ANO RAF"TERS. •••••••• GRADE #1 BEAMS AND STRINGERS. • • • • • • .GRADE #I LEOGERs. • • • • • • • • • • • • • • • GRADE (II (B) VERTICAL MEMBERS: 2 x 4 STUDS. • • • • • • • • CONSTRUCTION GRADE 2 x 6 AND LARGER STUDS. • • • • • • • GRADE #2 POS'TS ANO TIMBERS. • • • • • . . • • • GRADE #I (C) SHEATHING. ••••••••••••••••••.•••••• STRUCTURAL 1 4. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 5. UNLESS OlHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE C.B.C., TABLE 2304.9.1. 6. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTHERWISE. 7. DIAPHRAGM ANO SHEAR WALL NAILS SHALL BE DRIVEN SO lHEIR HEAD IS FLUSH WITH THE SURI' ACE Of THE SHEA THING. 8. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. 9. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 9" FROM THE ENO OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS NOTED. ALL SILL BOL'TS SHALL BE HOT-DIPPED ZINC COATED GALVANIZED. 10. ALL BOLT HEADS ANO NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. _ ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN NORMAL BOLT DIAMETER. 11. ALL FRAMIIIIC HARDWARE SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY° OR ENGINEER APPROVED EQUAL FASTENER HOLES IN FRAMING HARDWARE SHALL BE FILLED WITH THE MANUFACTURER SPECIFIED NUMBER ANO TYPE or FASTENERS TO ACHIEVE THE MAXIMUM MANUFACTURER RATED CAPACITY U.N.O. 12. PROVIDE DOUBLE JOISTS UNDER All PARALLEL PARTITIONS. 13. PROVIDE BLOCKING OR BRIDGING PER LA TEST EDITION Of lHE C.B.C. 14, TOP PLATES 01' ALL WOOD STUD WALLS TO BE 2-2X #2 (SAME WIDTH AS STUDS), \JNLESS OTHt:RMSE NOTED, \.AP 41J' (MINIMUM} 'MTH NOT LESS THAN 6-16d NAILS AT EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. 15. ADHESIVES USED l'OR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION Al'G-01. WALLS 4,500 PSI 0.50 l[ SUSPENDED SLABS 4,500 PSI 0.45 l[ ANO BEAMS CONCRETE OVER 4,000 PSI 0.45 l[ · METAL DECK 6. THE SLUMP SHALL BE 4 • FOR ALL CONCRETE WORK. 7. ADMIXTURES MAY BE USED WITH THE APPROVAL OF lHE ENGINEER. 8. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. 9. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, REVEALS, SCUPPERS, ORNAMENTS, CLIPS OR TEXTURES REQUIRED TO BE CAST INTO CONCRETE ANO LOCATIONS AND EXTENTS OF DEPRESSIONS, CURBS ANO RAMPs. 10. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETc. SHALL BE l'ORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE NOTED. CONCRETE l'ORM TOLERANCES SHALL BE WITHIN AC! STANDARDS. 11. ALL REINFORCING S'IEEl, ANCHOR BOLTS, DOWELS ANO OTHER INSERTS SHALL BE SECURED IN POSITION ANO INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 12. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INOICA TEO ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING REINFORCING STEEL. 13. lHE ACGREGA TE GRADATION FOR CONCRETE MIXES FOR SLABS-ON-GRADE AND METAL DECK FlLL SHALL RETAIN, BY lll;IGHT, a,; MINIMUM TO 1e,; MAXIMUM ON EACH SIEVE SIZE EXCLUDING 1 ½" ANO NO. 100. D. REINFORCING STEEL 1. BAR REINFORCEMENT SHALL CONFORM TO: ASlM A615, GRADE 60 • • • • • • • • • ALL REBAR U.N.O. ASlM A706, GRADE 60 • • • • • • • • • ALL SPECIAL MOMENT FRAME REBAR ASlM A706, GRADE 60 • • • • • • • • • All WELDED REBAR 2. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS 01.4 3. WELDED WIRE l'ABRIC SHALL CONFORM TO ASlM A185. 4. REINFORCING DETAILING. BENDING ANO PLACING SHALL BE IN ACCORDANCE WITH CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LA TEST EDITION. 5. LAPS AT BAR SPLICES SHALL BE Pm TYPICAL DETAILS OR AS NOTED OTHERWISE ON THE PLANS l'OR CONCRETE ANO 40 BAR DIA. OR 18" MIN., FOR MASONRY UNLESS NOTED OTHERWISE. 6. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL. UNLESS OTHERIIISE NOTED ON DETAILS, & SHALL BE TIED IN POSITION AT TOP ANO BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIA. 7. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNlS OF CONCRETE COVER. UNLESS NOTED OTHERWISE: CONCRElE DEPOSITED AGAINST EARTH • • • • • • • • . . • . .3" CONCRETE FORMED EXPOSED TO EARTH OR M;ATHER • • • 2• COLUMN REINFORCING {INCLUDING COLUMN TIES) • . • • • • 1½" BEAMS ANO GIRDERS • • • . • . • . • . . • • • • • • • • • • 1½" SLAB (II 1 OR SMALLER) • • • • • • • • • • • • • • • • • • • ¾" 8. ALL REINFORCING STEtt. ANCtlOR BOLTS, OOWEtS, AND INSERTS SHALL BE \\nL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. 9. UNLESS OTHERWISE NOTED IN DETAILS, FURNISH #3 SPACER TIES AT APPROXIMA lEL Y 2' -6" ON CENlER IN All BEAMS AND FOOTINGS TO SECURE REINFORCING STEEL IN PLACE. E. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: STEEL OESCRIPTio.l ASlM GRADE MIN. Py Wf SHAPES TYPICAL U.N.O. A992 50 KSI (3) OFF!CE AREA DESIGN LOADING INCLUDES 20 PSF UNIFORM PARTITION LOAD IN ADDITION TO LIVE LOAD IN ACCORDANCE WITH CBC SECTION 1607.5. (4) CONCENTRATED LIVE LOAD PLACED UPON ANY AREA 2½ FEET SQUARE C. D. IN ACCORDANCE WITH CBC SECTION 1607.4. MISCELLANEOUS LIVE LOADS: "C" & "R" BUILDINGS ITEM LIVE LOAD STAIR TREAD 150 PSI' -UNIFORM 500# -CONCENTRATED GUARD RAII.INGS 751/Lf UNE LOAD 300# POINT LOAD LATERAL LOADS: 1. SEISMIC: OCCUPANCY CATEGORY = II SEISMIC IMPORTANCE FACTOR = 1.0 SEISMIC DESIGN CA TE GORY = 0 SITE CLASS = C LOAD DIRECTION VERTICAL VERTICAL HORIZONTAL HORIZONTAL MAPPED MCE SPECTRAL RESPONSE ACCELERATION, Ss = 1.Jg MAPPED MCE SPECTRAL RESPONSE ACCELERATION, S, = 0.49g SPEC1RAL RESPONSE ACCELERATION PARAMETER. Sus = 0.137g SPECTRAL RESPONSE ACCELERATION PARAMETER, Sm = 0.43g ANALYSIS PROCEDURE: EQUIVALENT LATERAL l'ORCE SEISMIC RESPONSE COEFFICIENT, Cs = 0.173g STRUCTURAL S'l'STEM COEFFIC1ENT "R" AS FOLLOWS: BASIC LA TERAL-FORCE-RESISTIIIIC STRUCTURAL S'l'STEM SYSTEM BEARING WALL SHEAR WALL: MASONRY BUILDING FRAME SHEAR WALL: LIGHT FRAMED (WOOD) 2. WINO WINO IMPORTANCE FACTOR s 1,0 BASIC WIND SPEED • 65 MPH EXPOSURE= C R 5.0 6.5 Vi. MATERIALS A. FOUNDATION 1. REFER TO THE PROJECT GEOTECHNICAL REPORT FOR ALLOWABLE FOUNDATION LOADS: MINIMUM l'OOTING WIDTH MINIMUM l'OOTING DEPTH ALLOWABLE NET BELOW FINISH GRADE SOIL PRESSURE 18' 24' GEOTECHNICAL UPDATE INVESTIGATION, PROPOSED CARLSBAD FIRST RESPONDER'S JOINT-USE TRAINING l'ACILITY, CARLSBAD, CALIFORNIA BY LEIGHTON CONSULTING, INC. DATED JULY 21, 2006; PROJECT NO. 602256-0001 2500 PSF 2 A QUALIFIED SOIL ENGINEER SHALL VERIFY THAT CONSTRUCTION AT THE SITE IS IN ACCORDANCE WITH GENERAll Y ACCEPlEO GEOTECHNICAL PRACTICES ANO THE GEOTECHNICAL REPORT. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NE:AT ANO TRUE TO LINE 111TH ALL LOOSE MA TERI Al ANO STANDING WATER REMOVED FROM EXCAVATION. 3. PRIOR TO PLACING CONCRETE, EXCAVATIONS SHALL BE CHECKED ANO APPROVED BY A QUALIFIED SOILS ENGINEER l'OR COMPLIANCE WITH THE GEOlECHNICAL REQUIREMENTS. (. ALL Fill MA TtRIAl IS TO BE APPROVED BY 1HE SOILS ENGINEER ANO SHALL BE: COMPACTED TO MINIMUM 9~ or OPTIMUM DENSITY OR AS REQUIRED BY THE GEOTECHNICAL REPORT. INSPECTION IS REQUIRED DURING Flll AND COMPACTION. D. THE CONTRACTOR SHALL VERll'Y ALL DIMENSIONS, ELEVATIONS, ANO SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT AND ENGINEER IMMEOIA TEL Y OF AN'!' DISCREPANCIES. E. ALL OMISSIONS ANO CONl'LICTS BETM;EN THE VARIOUS ELEMEN'TS OF THE WORKING DRAWINGS AND/OR SPECIFlCA TIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT ANO ENGINEER BEFORE PROCEEDING WITH WORK SO INVOI. VED. F. 00 NOT USE SCALED DIMENSIONS; USE WRITTEN DIMENSIONS. WHERE NO DIMENSION IS PR0\/1DED, CONSULT THE ARCHITECT FOR CLARIFICATION BEl'ORE PROCEEDING WITH THE WORI<. G. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFlCALL Y SHOYIN OR NOlED. NOR SHALL ANY STRUCMAL MEMBER BE CUT l'OR PIPES. OUC'TS, OR OTHER ITEMS UNLESS OTHERWISE NOlED ON STRUCTURAL PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, OR OTHER ITEMS. REFER TO ARCHITECTURAL ANO MECHANICAL DRAWINGS FOR LOCATIONS. H. SEE DRAWINGS OTHER THAN STRUCTURAL FOR: KINDS Of l'LOOR FINISH AND THEIR LOCATION, FOR DEPRESSIONS IN l'LOOR SLABS, FOR OPENINGS IN WALLS AND FLOORS RE:QUIRED BY ARCHllECTURAL AND MECHANICAL FEATURES, FOR ROADWAY PAVING, WALKS, RAMPS, STAIRS. CURBS, ETC. I. HOLES ANO OPENINGS THROUGH WALLS. l'LOORS AND ROOFS l'OR DUC'TS. PIPING AND VENTILATION SHALL BE COOROINA TEO BY THE CONTRACTOR WHO SHALL VERIFY SIZES AND LOCA TIOIII OF SUCH HOLES OR OPENINGS 111TH THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ANO THESE SUB-CONTRACTORS. J. IF CERTAIN FEATURES ARE NOT FULLY SHOl',1,I OR CALLEO l'OR ON THE DRAWINGS OR SPE:C!FlCA TIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE CALLEO FOR OR SHOWN. K. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL NECESSARY LICENSES AND PERMITS. THE CONTRACTOR SHALL CONl'ORM TO ALL STATE ANO LOCAL LAWS GOVERNING THE WORK. L. THE CONTRACTOR SHALL VERll'Y THE LOCATION OF EXISTING UTILITIES BEFORE BEGINNING WORK. SPECIAL CARE SHALL BE TAKEN TO PROTECT UTILITIES THAT ARE TO REMAIN IN SERVICE DURING CONSTRUCTION. M. All FINISHES, STRUCTURAL ELEMEN'TS ANO ARCHITECTURAL FEATURES AFFECTED BY CONSTRUCTION ARE TO BE: REPAIRED ANO/OR REPLACED TO MATCH EXISTING CONSTRUCTION. N. REPER TO DRAWINGS BY OTHERS FOR INFORMATION NOT SHOWN ON THE STRUCMAL DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. MECHANICAL EQUIPMENT SEISMIC ANCHORAGE. SEE MECHANICAL DRAWINGS ANO/OR DEl'ERRED CONTRACTOR SUBMITTAL 2. VERTICAL SUPPORT ANO LATERAL BRACING FOR SUSPENDED UTILITY PIPING ANO MECHANICAL DUCTING, SEE MECHANICAL. PLUMBING AND ELECTRICAL DRAWINGS ANO/OR DEFERRED CONTRACTOR SUBMITTAL 3. MISCELLANEOUS STEEL FABRICATION. INCLUDING GUARDRAILS, HANDRAILS AND STAIR FRAMING, SEE ARCHllECTURAL DRAWINGS ANO/OR DEFERRED CONTRACTOR SUBMITTAL. 4. LIGHT GAUGE METAL CLADDING DETAILS SEE ARCHITECTURAL DRAWINGS. 5. LIGHT GAUGE METAL FRAMING. INCLUDING PARTITIONS, CEILING FRAMING, SOFFl'lS ANO EXTERIOR CURTAIN WALL FRAMING, SEE ARCHITECTURAL DRAWINGS ANO/OR DEFERRED CONTRACTOR SUBMITTAL. iii. QUALITY CONTROL A. THE FOLLOWING WORK REQUIRES TESTS ANO/OR INSPECTIONS. FOR SPECIFIC REQUIREMENTS SEE SPECIFICATION. INSPECTIONS SHALL BE MADE IN ACCORDANCE WITH C.B.C. APPENDIX SECTION 109 ANO CHAPTER 17 BY A CERTIFlEO SPECIAL INSPECTOR RETAINED BY THE OWNER. 1, l'OOTING EXCAVATION. 2 SOIL COMPACTION. 3. PLACEMENT OF REINl'ORCING STEtt. METAL EMBEDS ANO ANCHOR BOI. TS. 4. CONCRETE. 5. ADHESIVE DOWELS. 6. F1ELO WELDING: REBAR. STRUCTURAL STEEL. 7. HIGH STRENGTH BOI. TS. B. CONCRETE MASONRY TYPICAL U.N.O. 9. WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, ANO HOLDOl',1,IS. B. A PARTIAL LISTING OF REQUIRED STRUCTURAL SUBMITTALS FOLLOWS. REFER TO THE: SPECIFICATIONS FOR COMPLETE SUBMITTAL REQUIREMENTS. I. PREFABRICAlED STRUCTURAL WOOD MISC. SHAPES ANGI..E5, CHANNELS. WT 5. ANY UTILITY LINES ENTERING IAIIOER THE BUllllfNG SHALL HAVE A NON-PERVIOUS BACK FILL MA TE RIAL USED AT THE BUILDING PERIMETER TO ELIMINATE ANY TRANSMISSION OF SUBSURl'ACE MOISTURE PENETRATION UNDER THE BUii.DiNG THROUGH THE UTILITY TRENCH. 1. CONCRETE MIX DESIGNS 1. WOOD JOIS'TS SHALL BE AS CALLED OUT ON PLANS ANO SHALL HAVE A CURRENT 1.C.B.O. ACCEPTANCE. 2. JOISTS SHALL BE F'ABRICATEO IN A PROPERLY EQUIPPED MANUFACTURING PLATES ¾" ANO THICKER A36 36 KSI A572 50 ~SI B. CONCRETE MASONRY PLATES LESS THAN ¾" THICK A36 36 !(Sf FACILITY APPROVED l'OR FABRICATION BY THE C.B.C. ANO UNDER 1. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF MASONRY ASSEMBLY: HOLLOW STRUCTURAL TYPICAL U.N.O, A500, GRADE "B" 46 !(Sf SECTIONS (HSS) THE SUPER\1SION OF A THIRD PARTY INSPE:CTION AGENCY. SEE WALL ELEVATION FOR SPECIFIED STRENGTH (I'm). 3. THE JOISTS SHALL BE SIZED ANO DETAILED TO F1T THE DIMENSIONS 2 UNITS: MEDIUM WEIGHT OPEN ENO BLOCKS CONFORMING TO ASlM C90, ANO LOADS INDICATED ON THE PLANS. ALL DESIGNS SHALL BE IN GRADEN, TYPE L PIPES TYPICAL U.N.O. A53, GRADE "B" 35 !(Sf ACCORDANCE WITH ALLOWABLE VALUES ANO SECTION PROPERTIES 3. REINFORCING STEEL: ASlM A615, GRADE 60, ASSIGNED ANO APPROVED BY THE CBC. 4. MORTAR: ASlM C270. TYPE s. M1NIMUM COMPRESSIVE STRENGTH SHALL BE: 4, JOIST FABRICATOR SHALL SUBMIT CALCULATIONS ANO SHOP !'c -4,800 PSI FOR l'm=3,000 PSI DRAWINGS, SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 2. ALL l.tAIN MEMBERS SHALL HAVE BOL'TS CONF'ORMING TO ASTM A325. l'c •2.500 PSI FOR l'm=l,500 PSI FOR REVIEW PRIOR TO l'ABR!CATION. MACHINE BOL'TS ANO ANCHOR BOLTS SHALL CONFORM TO ASlM A307, GRADE 5. GROUT: M1NIMUM COMPRESSIVE STRENGTH SHALL BE: 5. THE JOISTS ARE TO BE ERECTED ANO INSTALLED IN ACCORDANCE • A" UNLESS NOTED OTHERWISE. l'c =4,000 PSI FOR l'm=J,000 PSI, ALL CELLS SHALL BE FULLY GROUTED. 111TH THE PLANS. SHOP DRAWINGS, ANO TRUSS MANUFACTURER'S 3. All WORKMANSHIP ANO MATERIALS SHALL CONFORM TO THE LATEST EDITION l'c •2,000 PSI FOR l'-1,500 PSI. ALL CELLS SHALL BE FULLY GROUlED. RECOMMENDATIONS. ERECTION BRACING IN ADDITION TO SPECIFIED OF THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION ANO 6. GROUTING OF ANY WALL SECTION SHALL BE COMPtETEO IN ONE DAY WITH IV. 2. GROUT MIX DESIGNS. 3. REINl'ORCING STEEL SHOP DRAWINGS 4. CONSTRUCTION ANO CONTROL JOINT LAYOUT FOR CONCRETE SLABS ON GRADE. 5. STRUCTURAL STEEL SHOP DRAWINGS 6. MANUl'ACTURER'S DATA FOR INSERTS, GROUT ANO ADHESIVE. 7. SHORING DRAWINGS ANO STRUCTI/RAL CALCULATIONS BY A CALIF'ORNtA LICENSED STRUCTURAL ENGINEER. C. STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION CONSISTING OF VISIBLE OBSERVATION OF THE STRUCTURAL SYSlEM, INCLUDING BUT NOT LIMITED TO THE ELEMEN'TS ANO CONNECTIONS FOR GENERAL CONl'ORMANCE TO THE APPROVED STRUCTURAL PLANS ANO SPECIFICATIONS SHALL BE: PERFORMED BY THE S1RUCTURAL ENGINEER OF RECORD AT SIGNIFICANT CONSTRUCTION STAGES AS OElERMINED BY THE STRUCTURAL ENGINEER OF RECORD. I ESTING AND INSPECTION BRIDGING IS TO BE PROVIDED TO KEEP THE JOISTS STRAIGHT ANO ERECTION OF SlRUCTURAL STEEL FOR BUILDINGS". NO INlERRUPTIONS GREATER THAN ONE HOUR. PLUMB AS REQUIRED AND TO ASSURE ADEQUATE LATERAL SUPPORT FOR 4. lll;LOING OF STRUCTURAL STEEL SHALL BE DONE BY THE SHIELDED ARC 7_ BETM;EN GROUT POURS A HORIZONTAL CONSTRUCTION JOINT SHALL BE OWNER'S TESTING AGENCY SHALL PERFORM lHE FOLLOIIING TES'lS ANO SUBMIT THE INDIVIDUAL JOISTS ANO THE ENTIRE SYSTEM UNTIL SHEATHING PROCESS PER AWS 01.1 USING APPROVED ELECTRODES (E70XlH.OW H'l'DROGEN). FORMED BY STOPPING MASONRY AT THE SAME ELEVATION WITH THE GROUT APPROPRIATE REPOR'TS TO THE ARCHITECT, ENGINEER AND BUILDING DEPARlMENT. A. MATERIAL HAS BEEN INSTAI.LEO. 5, ALL STRUCTURAL STEEL FABRICATION SHALL BE DONE IN A LICENSED SHOP STOPPING 1½• BELOW A MORTAR JOINT, EXCEPT AT BONO BEAMS THE GROOT PERFORM CONCRETE TESTING F'OR CONCRETE IN ACCORDANCE WITH AC! 318. 6. TEMPORARY CONSTRUCTION LOADS MIICH CAUSE SIRESSES !ID'ONO APPROVED BY THE BUILDING OEPARlMENT AND ALL WELDING SHALL BE DONE POUR_SHALL_BE_STOPPED_i\cMINIMUM_½"__BELOW~THE~TOP~OF_THE:_MASONRV.~------LMAKLlNO_CURE.AMINIMUM._Of_THRELSPECIMEN_C'l'I.INOERS__ACCOROING~TO•_ ------" ,~--1-f-----l-)E-ISl"GN-UMl1'S-ARE0 NOT-PERMITTE-D.--------------------B:Y-CERTIFIEO-wn0ERS.------------------------8.-_ctEAN_OU'TScSHAlLBE_PRO'IIOED_ FOR_AtLGROUT_POURSOVERcScfEET_llt_ __ ASTM C31 AT A FREQUENCY FOR EACH-CLASS OF CONCRETE PlACEO EACH-DAY ---~ --------7. -=:~er::ic::'~~~FO~coo=~NO-=nl --~-----------~ -----6.--~~~tttls~~~~~t:~~AYJ.~EOOES-SHAtt-REcrtVE-- --------------~00. ~~. ~U~ :,,~ :~T ":~~~~ ~E~: ~:e: c:J~~ --~ "'gJB11f;;::,N N:~ ~~•~'fl::~ r~ ~ F'tCff - lg FABRICATION ANO ERECTION. 7. All STRUCTURAL STEEL EXPOSED fO EAFml SHALL HAVE 3• CONCRETE COVER. CLEAN OU'TS SHALL BE: SEALED AFTER INSPECTION ANO BEFORE GROUTING. 2. RETAIN ONE CYLINDER FOR SEVEN-DAY TEST AND MINIMUM TWO FOR THE 5 8. WELDED SHEAR STUD CONNECTORS SHALL BE AWS 01,1 "TYPE B" HEADED STUDS 9. MASONRY UNITS MAY BE LAID TO lHE FULL HEIGHT OF THE GROUT POUR ANO 28 DAY TEST. TEST FOR SPECIFIED STRENGTH ANO ANY EARLY STRENGTHS FOR lg MANUl'ACTURED FROM ASlM A108, GRADE 1015 OR 1020. COU) FINISHED GROUT SHALL BE PLACED IN A CONTINUOUS POUR Ill LIFTS NOT EXCEEDING 6'-0". CONCRETE ACCORDING TD ASlM C39. -CARBON STEEL. DIMENSIONS SHALL COMPLY WITH AWS 01.1 FOR SIZES SPEC!FlEO. 10. 1/ERTICAL CONTROL JOINT FOR WALLS SHALL BE PLACED AT SPACINGS C. PERFORM CMU WALL TESTING IN ACCORDANCE WITH CBC SEC"IION 2105. _ ~-_ 9. STRUCTURAL STEEL INDICATED AS ARCHITECTIJRAL EXPOSEL> (AESS) SHAlL NOT TO EXCEED 50 l'EET. REFER-TO ARCHITEClURAL DRAWINGS FOR CONTROL 0. P~M NONO--r TESTIIIIC F'OR ALL COMPLETE PENETRATION ANO -;; COMPLY 111TH SECTION 10 OF THE LATEST AISC CODE OF PRACTICE FOR JOINT DETAILS AT EXTERIOR FINISHES. enc c~,nuw,.,c ~ PARTIAL PENETRATION JOINT l'IELD WELDS. STEEL CONSTRUCTION. 11. LAP SPLICE FOR ~Al REINl'ORCEMENT SHALL BE STAGGERED PER B. ------ DETAIL 12/96.1. LAP SPLICES ARE NOT PERMITTED BETM;EN ENO OF E. SPECIAL INSPECTOR SHALL SUBMIT REGULAR INSPECTION REPOR'lS PER WALL AND A DISTANCE EQUAL TO 0.15x (l/2). C.B.C. SECTION 1704. 08112/ 08!!2___:S-.,,1 -09/0J/09 I. ABBREVIATIONS • & 1[11 A.B. AC! AESS AISC AISI ARCH. ASlM AWS BLDG. BM. BOT. OR (B) t C.B. C.G. C.J. C.J.P. CLR. CMU. COL. CONN. CONT. CTR. CTSK DET. DWG. (E) EA. E.I'. EL./ ELEV. E.W. EXT. FON. FIN. l'LR r.o.c. F.S. l'TG. GA. GALV. GLB HORIZ. H.P. HSB HT. I.C.B.O. INT. .rr. KM. LG. LU-I LLV LT. WT. M.B. MAX. MECH. MFR. MTL. MIN. MISC. NDS (N) N.I.C. NOM. N.S. NTS. o.c. OPG. OPP. P.A.,. rt P.J.P. PT PT. REF. REINF. REO. S.A.O. S.C.D. S.E.D. S.M.D. S.P.D. SC SCtlEO. SECT. SHT. SIM. SJI SM!!F' SPEC. SQ. ST STAGG. STD. STL. STRUCT. SYM. (T) T&B THD. T.L. T.O.C. T.O.N. T.O.S. T.W.S. TYP. U.N.O. VERT. W/ W/0 W.H.S. W.P. WT. DIAMETER ANO AT ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ARCH. EXPOSED STRUCTURAL smt. AM. INSTITUTE OF smt. CONSTRUCTION AMERICAN IRON ANO STEEL INSTITUTE ARCHITECTURAL AM. SOCIETY l'OR TESTING MATERIALS AMERICAN l\l;LOING SOCIETY BUILDING BEAM BOTTOM CENTER LINE COLUMN BASE CENTER OF GRAVITY CONSTRUCTION JOINT COMPLETE JOINT PENETRATION CLEAR CONCRETE MASONRY UNIT COLUMN CONNECTION CONTINUOUS CENTER COUNTERSUNK DETAIL ORAI\ING EXISTIIIIC EACH EACH FACE ELEVATION EACH WAY EXTERIOR FOUNDATION FINISH FLOOR FACE or CONCRETE FAR SIDE FOOTING GAUGE GALVANIZED GLUE LAM BEAM HORIZONTAL HIGH POINT HIGH STRENGTH BOLT HEIGHT INTERNATIONAL CONFERENCE l9Fll!IIIIIIRIING OFFICIALS JOINT KILOMETER LONG LONG LEG HORIZONTAL LONG LEG VERTICAL LIGHT l\l;IGHT MACHINE BOLT MAXIMUM MECHANICAL MANUI' ACTURER METAL MINIMUM MISCELLANEOUS NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION NEW NOT IN CONTRACT NOMINAL NEAR SIDE NOT TO SCALE ON CENTER OPENING OPPOSITE POM;R ACTUATED r ASTENER PLATE PARTIAL JOINT PENETRATION POST-TENSIONED POINT REl'ERENCE REINFORCEME:NT REQUIRED SEE ARCHITECTURAL DRAWINGS SEE CIVIL DRA"1NGS SEE ELECTRICAL DRAWINGS SEE MECHANICAL DRAWINGS SEE PLUMBIIIIC DRAWINGS SLIP-CRITICAL JOINT PER ASlM SPECS SCHEDULE SECTION SHEET SIMILAR STEEL JOIST INSTITUTE gi1£CIAL MOUDJT RESISTING l"RAUE SPECIFICATION SQUARE SNUG-TIGHTENED JOINT PER ASlM STAGGERED STANDARD STEEL STRUCTURAL SYMMETRICAL TOP TOP ANO BOTTOM THREADED TOP or LEDGER TOP or CONCRETE TOP or NAILER TOP or STEEL THREADED lll;LOED STUDS TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WITHOUT WELDED HEADED STUD WORK POINT WEIGHT -----IMPROVEMENT PLANS FOR: TflE INCLUDED DRAWINGS, SPECF!CA~ IDE;A&, O~G ... S.AN~ ARRi\NGE'.I.IENTS ~RESE'-ITEO THEREB'v' ARE:ANO SrlALl. REMAIM T.-IE PROPERTY OF RRl,I OESl0N GAOUP ANO NO PART THEREOF SHAU. BEOOP~D. [JjSCL[lSED TD OTHERS OR L.ISEO 11,1 OCNrECTION WITH ArlV WORK OR PROJECTOTe!ER THAN THE SPEClf'IC PROJECT FOR WHICH THEV WWE BEEN PREPAIU'cD AND DEVELOPED WITHOUT TMe WRITTEN COWSENT OF RRM OESIOhl 0Ro.JP, \IISIJAl, CONT.t.CT WJTW THESE DRAWING$ OR 9PECIACATIONS SW.LL Cl'INST171JTE OOltlCLUSI\IE E\llllENCEO#' ACCEF"TANCE OF THESE R68TRICTIONS, SUBMITTAL OF 1'l-ll2SEc DOCI.JMENTS. FOR PUBLIC -'GENCY REVleW SHALL ~T BE C0"'810EREOA WANER OF RRM OESlaN t'.'IROUP'S RLBHTS.. RRM DESIGN GROUP COPYRIGt-rr 2008 RRM is a California Corporation 1-_J :::> m (/) <( !!i w ti ~ " "' ~ ' w ~ " w ~ "' ~~ E o • I ~ 5 i I ~ ~I .. Seplember 09, 2009 (/) w ... 0 z ..J ~ w z w Cl ~ ~ 0 ::> IX 1-U) CAR!.SBAOJOlrrrFIRSTRESPONDER mA/NlfllG FACILITY STRUCTURAL GENERAL NOTES APPROVED WIWA~~ PLUMMER -_....,;~---~ r-~------,,-,...,... o¢,w DEPUTY CITY ENGINEER PE28176 EXPIRES JIJl/11> DATt DWN BY: I CflKD BY: ---1 RVWO BY, . PROJECT NO. ~i,,:.. I DRAWING NO. 463-1 -- ------------------------------------------------------------------------------ "' ~ • • " ~ ~ -" 8 "' !!j ~ .., t ~ ~ " ~ ~ -r ~ -~ ~ -~ ,:: -"' SiD. HOOKS - , . ' STD HOOKS . -. • 0 NOTE: LU 1. FOR STANDARD HOOKS SEE 0 ' \ CONCRETE WALL AND ... 10 , FOOTING INTERSECTIONS EXPOSED FACE • .·• 4 EXTRA TYPICAL VERTICAL BARS PLACED FOR ANCHORAGE AS SHOWN ON INSIDE OF HORIZONTAL BARS STD. HOOKS O" TYP. INTERMITTENT KEY, FORM WITH 1½ • 6" LONG II!> 12" O.C. NOTES: 1. SEE REBAR LAP SPLICES AND INDIVIDUAL DETAILS FOR INFORMATION NOT NOTED. 2 ClEAN LOOSE MA TERI AL AND MECHANICALLY ROUGHEN ALL JOINTS TD 1/," AMPLITUDE I 11 HORIZONTAL CONSTRUCTION JOINT '" ,, IN CONCRETE t SPAN ADDITIONAL 1'-6" TYP. STIRRUPS "B" 3• 3• _., • .,. :~t 3•" ' I - ~ 0 -., 1' ~ 0 • • • , ' ' 0 -'\ ~ ' 0 tf6• 'S--0" (II 6" o.c. (2 MIN.) 00 NOT CUT t<EY SCHED. REJNF. FORM WITH Jx ------- r .,. 12 '" , BEAMSANDGRADEBEAMS CONSTRUCTION JOINTS 08 I 12/ 08/ 12_$42 08/28/o.9 • t/J • V • I NOTE: 1. 00 NOT CUT REINFORCING. 2. SLEEVE TO BE PLACED IN MIDDLE THIRO OF FOOTING OEPTH. MAX. SLEEVE SIZE 10" DIA. LEAVE GAP BETWEEN SLEEVE AND PIPE PER SOIL ENGINEER ADO 2-#4 STIRRUPS EACH SIDE OF SLEEVE ,.., - ,.., - TIES PER SCHEDULE 0 SLEEVE THRU FOOTING & GRADE BEAM SLEEVE NOTE: ALL PIPING TO CLEAR SLEEVE BY 1" ALL AROUND CAULK WHERE NECESSARY FTG. FTG. THICKNESS PER PLAN NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING OR OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE-IN UNTIL ALL BACI< FILL IS COMPLETED. BACI< FILL PER SPECIFICATIONS. CONC WALL PANEL 1X -< S.A.D. 1 O" M X. S.A.D. CONTINUOUS TYP SLAB REINF. ,..J' •• @ 12" O.C. AT t OF CURB c:i ,. "' . ·o "' ' TYP SLAB REINF. /14 @ 12" O.C. EA. WA.¥---' •• 114 7-c@ 12"0.C. TYP. AROUND PERIMETER or PAD 0 TYPICAL CURB AND 4 i---------RAISED PAD DETAILS BENT BARS;-------,, SIZE AND NO. OF BARS TO MATCH FTG. BEYOND F'OOTING DOWELS SHALL--.... MA TCH WALL REINF. IN CLASS "B" LAPS 2 ~ 'ml 1r;--~ --- 'bD I"') :::E II MIN. '-T""+'--~'1," GRADE, SIZE & NUMBER ---1·-s'" ...... MIN. '' NO DIGGING F'OR PIPE TRENCH], PARALLEL TO FOOTING WITHIN THESE LINES. WALL FOOTING SHOWN, COLUMN FOOTING SIM. BOT. OF FOOTING " MIN. ELEV. PER PLAN .14-9""·2, -O" MIN. CONCRETE Fill TO BE PLACED BEFORE FOOTING IS POURED MAKE SAME WIDTH AS FOOTING AND FULL WIDTH OF' PIPE TRENCH (CONCRETE FILL rc-2000PSI) 0 PIPE CLEARANCE 8----AT FOOTING • r~ MAX.= OR 2 WHICHEVER IS SMALLER I "' cl - D ,,.. "" -'-._, JD ,. SLAB R WALL o· Ptf'ING(CONDU[I IN SLAB OR WALL ~ tJ!o,□,=:l□ld iw, ~uR JJ 4" MIN. PIPING/CONDUIT Jl:IROUGH SLAB OR WALL NOTE; 7; IF 4" MlMMtlM-ctE/llt-DtsTANCE-BCT'AU:N stEEVES-IS-IIIOT POSSIBLE, THIS-CONDITION-SHAU.-BE TREAlED-.AS-A SLAB OPENING PER TYPICAL DETAIL "REINFORCING AROUND STRUCTURAL SLAB OPENINGS". ., ~ PrPrNG AND CONDUIT IN OR THROUGH 9 :~----------------------....;; ____ _ SLAB OR WALL 2·-0· CLASS "B" LAPS 2·-0· TYP. UNLESS OTHERWISE SHOWN ON DRAWINGS 0 STEPS IN CONTINUOUS FOOTING s---- t Ld t Lhb S1JWIII BAR ea:tmc R£IIFIIICEMl'.N DE\'El.OPIIEIIT IDIGIII ::ONCRETE F'c = F'c = F'c = ;TRENGTH 2500 PSI JOOO PSI 4000 PSI BAR Ld Ld Ld h Lhb Lhb Lhb SIZE TOP OTHER TOP OTHER TOP OTHER BARS BARS BARS BARS BARS B'ARS #J s· 2·-0· ,· -6" 7" 1'-10" 1'-5" 7" 1'-7'" 1'-.3" s· 114 B" 2'-8'" 2'-0" I 10" 2'-5" 1"-1-0" 9" 2·-1· 1'-7'" !I" #5 10" 31-J· 2•-5• 1'-0" 3'-011 2'-4" 11" 2•_, .. 2"-0" 10" j/6 12· 3'-11" 3•-0· 1·-2· 3'-714 .3'-9" ,._,. J"-1" 2'-5" 11" ;p 14" 5'-9" I 4'-5" 1'-5" 5'-3" 4'-0" t'-J" 4'-6" 31-6" 1'-1" IJ8 16" 6'-6" I 5'-0" 1'-7" 6'-0" 4'-7" t'-s· 5'-2" 4'-0" 1"-J" ' IJ9 19" 4'-1" I 5'-8" ,•_g .. 6'-8" 5'-2" t'-7" 5'-10" ·•1/-6" ,•_511- f10 22· 8'-o" L s·~:s· I 1·-n· 7'-6" 6'-9" t-9'" 6'-6 .. 51-0° 1'-7" ttaJm 1. TOP BARS ARE HORIZONTAL BARS llTIH MORE 'ltlAN 12 INOIES OF CONCRETE CAST BELOW ntE BARS. 0 REBAR DEVELOPMENT LENGTH F'c = 4500 PSI Ld Lhb TOP OTHER 81\RS BARS t'-6"' 1·-2· 6" 2·-0· 1·-a· 7• 2'-6" 1'-11· 9" 2'-11" 2'-311 11· 4'-3" 3'-4" 1-'-0" 4'-11" 3'-911 l'-2" 51-611 4'-311 ,•_4 .. 6"-1" 4"-8" 1'-6" ,_--;~~----------1frt:01• or •02• DIAMmR OF BENDS STANDARD HOOK LENGTHS ' 1 ½" FOR f3 BARS K. l.ElllGTH BAR MAIN REINF. S1IRIIIIP l llE HOOKS D1 2" FOR /14 BARS gQoBEND 2½" FOR f/5 BARS SIZE 90" 180° 90° I 135° 6d FOR #3 THRU #8 BARS D2 8d FOR #9, f!O Ill. f!l BARS "D1" -FOR STIRRUPS, "TIES AND WALL RElNF. AT OPENINGS "D2" -FOR ALL OTHERS ~-02· ~K. l.ElllGTH 180°BEND 13 ;f4 15 16 p #8 19 110 111 0 STANDARD HOOKS L 12dl OR 1Z" WIN. V L r1~• .. .... .... .... f L L,~•.,._,, • L • , 'r 5• 4• J" 4½" B" 4• 4• 6" 9½" 4½" 5• 7'12" 11''2" 5½" 111'2" 10• 1J''2" 6'12" 131'2" 11½• 15" 7• 15" 13" 1!1" 9" -- 20· 10· -- 22" 11" -- .,.. ..... 7' IN ODNTACT --J-, ML m , ee ,m; omn. ffWSNZQETM. I k ....... REINmlmtENT lN' SPl.lCE IDIGIII "L" CONCRETE F'c = F'c = F'c = F'c = STRENGTH 2500 PS1 JOO0 PSI 4000 PSI 4500 PS1 - BAR TOP OTHER TOP OTHER TOP OTHER TOP OTHER SIZE BARS BARS BARS BA.RS BARS BARS BARS BARS H3 2"-7" 2·-0· 2'-411 11-1011 21-0 .. 1'-7" ,._,, .. 1'-6" 114 J'-5 .. 2' -B"' 3'-1" 2'-511 2·-a·· 2'-1" 2'-7" 2'-0" #5 41-3" 3'-3'" 3•_,, .. 3'-0" 3'-4" 2'-7'" J"-2" 21-611 j/6 5'-1" J'-11· 4'-8" 3'-7" 4"-0" .3'-1" J'-10· 2•-1, ... 111 7'-5" 5'-9" 6'-911 5'-3" 5'-11" 41-611 51-7" 4'-3" IJB 8' -6" I 61 -611 7'-9" s'-o" 6'-9" 5'-2" 6'-4" 4'-11" IJ9 91-611 7'-4" 8'-9" 6'-9" 7'-7" 5'-1011 7'-2" 51-611 IJ10 10·-1· I a'-2" 9'-8'" 7'-5" 8"-5"' 61-611 8'-11" 6'-1" ttaJm 1. ntE LAP Sl'UCE LENGTH ARE TO BE MUL11PUED BY lHE FACTOR(S) usro> BELOW. 2. III-IERE Cl.EAR SPACE BEl\\IDI BARS IS LESS ntAN 2 BAR OIAMElERS AND/OR ntE Cl.EAR C<M:R IS LESS THAN ONE BAR DIAME1ER, ntE LAP SPUCE SHALL BE INCREASED BV 5°"' J. III-IERE LIGHTWEIGHT AGGREGATE CONCRETE IS USED, INCREASE LAP SPUCE LENGnt BY .lOll. 4. TOP BARS ARE HORIZONTAL BARS 'Mnt MORE ntAN 12 INCHES OF CONCRETE CAST BELOW lHE BARS. 5. Sl'UCES OF HORIZONTAL REINFORCEMENT IN WALLS SHALL BE STAGGERED. 6. SPLICES IN WALLS CONTAINING TWD CURTAINS OF REINF'ORCEMENT SHALL NOT OCCUR IN ntE SAME LOCATION. 0~RE::.:B:;.;_A,;:..R;:...;O~F...;;.F.;;..SE=-T;_:A...;.;N.;..:;D;._;LA=P.....;S;..;;..P....;.;Ll=C_E __ _ 2'-0" X -1-----=-=---,. ~ ..... •.·· ' .... TYP. SLAB RElNF'. 'i-1 TYP. SLAB REINF. /14 CONT. NOSING BAR AND AT DEPRESSION Otl -2" OR lE9!I 2· CLR • 21-0" C'tc · OfEATER THAN 2" ., E ~ ., \l.QrESS :\ D-S · "> ~ fe it 568 cc n I 09 XP. 3.3,,\. nlE IMO.LUDEil DRAWINGS. SPECIFIGA.TIONS. 10EAS,. DESIGNS-NtD AAJU,NC:IEMENTS R£PRESEkTEll THrn.EBY ARE AND SHALL RaN,iN THE PROPFRTY OF FtFtlol □ESION OROU? A~[)NO PART n£Rlc0F Shiol.L BE COPIED, DISCLOSE!l TO OTHERS OR USED IN CONNECTION WITH ANY WORK Oi'l ?F\QJECT OTHER THAl'II THI!. SPECIFIC PROJECT KlR WHICH THEY 1-tA\IE. B=EN PRSPARED.ANO OEVEl.OPEO Wflt10UT TH~ YIIRf"T1EN.CON6ENT OF RRM.~IGIIL GROUP. VISUAL CONTACT WITH TllE5E IJRAWINGSOR SPECIHGATION6 SHAU. CONSITT .JTE CONCUJSIVE EVIDENCE OF ACCEPTANCE OF THESE RESlRICl IONS, SUIIMITTALOI-' THESE DOCUMENTS FOR PUBLIC AGENCY R~.VI EW 6HAl.L l'IIOT BE. CONSIOEaREO A. INAI\IEROF RFU,\ DESIGN GROUP'S ~13H1S. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation 'i- ...J ::, CD V, <: = --:w ... •.dwg -- .., ~ ~ •• ~a a ........ .....,,, .. ~ 0 -..I .... -0 (.) N < 0, LL. < 0 (.) z "Cl -0, z !ti -' -.D ~ t2 1h -w .. I-!ti 0 0:: (.) :;i! w S:l Q !ti == a. z ~ 0 C: 0. 0 (/) -.. w 0 0:: 0 I-co (/) I() 0:: N -LL. w Septeml>er 09, 2009 1107570 CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 248 IMPROVEMENT PLANS FOR: CARLSFJIWJUINI F'IRSf~P0/1/DER TRAININGFACltrrY--~ TYPICAL DETAJLS 0 SLAB-ON-GRADE DEPRESSION APPROVED WIWAM fA!fM£R _-vrt,Z(1r l ~ ~ ~, "¥4*µ DEPUTY CITY ENGINEER PE 28176 EXPIRES J :J7 10 DA TE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ---· ~co-.:. 46:S-1 RVWD BY: . "7 ,._,.... · \ J l FOR COLUMN AND BASE PLATE INFO SEE COLUMN SCHEDULE ON "2/'irl .2" ---, 6u_ ~ TYP. SLAB ON GRADE-~ CLR, TYP Of COL S'l'MM ~.,,_,.- . . •· ,-----LINE OF CONC. STEM WALL BEYOND ~--TACK \\UD WIRE MESH AT STEEL COL ,•. WIRE MESI+ TO BE 12 GAGE W / MAX. 3" SPACING EA. WAY. MIN. OF 32" LONG. PROVIDE MIN. 3' Of CONC. COVER FINISH GRADE ... A .. . . ... • '------'-1 -BOTT REINF FOR SIZE ANO REINF. l SEE FOOTING SCHEDULE • G EXTERIOR FOOTING AT STEEL COLUMN D HSS 5 5 'l<t S'l\.. COG W/ . . . ,--,,,._ ¾" x 11" x 0'-11" B.re &: 4-¾" e HEADED A.B. r ' (~ -~ ..... ' • ., FINISH FLOOR ,;_ 'F'= ,r d ~ j., "' L,J 0.. 0.. :5 " 'i,, - - lll=ill=III= 'I I I I I ~ I I I I I I I I I I i I I I I I I I I r, I I ~ I I I I I I ~ 3' -D" SOU ARE I ,, ~ ,, I,, f:: V ~ • ' II,~= 16 EACH CORNER W/ #4 TIES @ 16" O.C. SEE ARCH FOR TOP Of CMU 1½" HIGH S"!RENGTH NK GROUT NON-SHRI L 3" CLR. I. TYP. ". 4 #4 EA. WAY , '11 \,-.........C_A_RP_O_R_T_S_T_E_E_L _C_O_LU_M_N...;./_Pl=LA:..;;S.:;_T;..=E:..:..R:;,..__ "' 1 FOOTING DETAIL FOOTING SCHEDULE MARK F'OOllNG SIZE REINFORCING B X D X T PF-1 2'-6" X 2'-6" X f-6" 3-#5 E.W. PF-2 J'-Q" X J'-011 X f-6" 4-#5 E.W. PF-3 4'-Q" X 4'-0"x 2'-0° 4-#5 E.W. PF-4 5'-011 X 51-011 X 21-011 5-#5 E.W. PF-5 5'-Q" X J'-Q" X 2'-Q" /15 @ 12" O.C., E.W. . 0 COL¢. 0 COL} r--f--7 ALL EXPOSED STEEL SttALL BE GALVANIZED PER ARCH. COLUMN PER PlAN-- ~-1½" THICK x 12" x 1'-o· B. re U.N.O. ¾" • HEADED BOLT U.N.O. BLOCKOUT 6" MIN. COVERAGE AROUND STEEL ~-,S DOWELS EACH CORNER AT PEDESTAL I I ~-1,71-~ CONCRETE PEDESTAL I AT EXTERIOR CONDITIONS : : SEE ARCH.~ I I I I I I ~ • I I I !""" ~ I I I N => I I -I I lli=lll-111- ~-BASE PLATE DN 111':!" HIGH STRENGTH NON-SHRINK GROUT APPLY BOND BREAKER TO JOINT .....__!--½'MIN.SAND LAYER AS BOND BREAKER ABOI/E FOOTING 3" CLR. SEE PLAN FOR TYP. SIZE &: REINFORCING 0__;;.c..:..o.;;;;.LU.:;_M;.;.;..;..;.N..::B;.:..A;;.::S..:=E/:..:.P..:..A=D;,,.;F;,,.;O:;..:1~:;_;-T;.;.:IN:...:..G;:;___ ....... _-_-_1 s_EE_PLA_N_ ~!;:l STUD WALL SEE 1--'---1---- #4 CONT.----- 2·-0· #4 DOWELS 7 SPACING TO MATCH SI.AB REINFORCING--. -...• : ·.: • r"--. .... •'-. ·. , ..... _.. z TYP. SLAB REINF. ::;; PER PLAN '6 c!. CONSTR. JOINT---' STEP BOT. OF __ _,, FOOTING 'M-IERl EX I ERIOR FINISH GRADE VARIES. "' ... <.> uz <0 ... <.> ,---½" THICK STR. 1 WOOD SHEA THING WITH 10d NAILS @ 4" O.C. EDGES AND 10d NAILS @ 12" FIELD, U.N.O. ,---3 x P.T.O.F. SILL PL. W/ ¾"e ANCHOR B0L TS &: .229" x 3 x 3 PLATE WASHERS @ 24" O.C. ALL ANCHOR BOLTS SHALL BE HOT-DIPPED ZINC COA TEO GALVANIZED. SEE DET. 4/SB.1. s• MONOUTHICALL Y CAST CURB. ___ _,,,_FlNISH FLOOR ___ -l,~- FlNISH GRADE SEE Ctl/lL PLAN "---14 CONT. ,-...,1---2-/16 T.& B. ------------t-'!o 3• CLR. SEE "4/-" FOR T'r'P. SLAB DETAIL '6 I N SEE "5/54.2" FOR STEP FOOTING 0 FOUNDATION SECTION AT EXTERIOR WALL PILASTER AND PAO FOOTING 16" SO. PILASTER W/ 4-18 LONG. 77-V-7"7-✓.n,/'",-;,,..,-r,;"'ITr- & #4 TIES @ 8" O.C. REINF'. WliERE OCCURS FROM CONTINUOUS FOOTING FINISH GRADE • • OON - 'i-- • DOWELS TO MATCH PILASTER VERTICAL REINF. LAP PER DETAIL "!2/S6.1" BEND ENOS STD. 90". • 8 L _J TOP OF L SEE SCHEDULE --FOOTING 'r FOR FOOTING SIZE & REINF. 'I L__ __J --''I. l "B" 0 1 ~ -· l , l ~-l -r ~ ~, '( "I Fro.PLAN FmB.EV. 0-PA_D_FO_O_T_fN_G_SC_H_E_D_U_L-'E _____ _ 08 112/ 08ll2_S5I 09/02/09 '---CONTINUOUS FOOTING WHERE OCCURS 0 CMU PILASTER TO FOOTING DETAIL ( 4 ... ., 1·-0· ---SI.AB REINF. PER PLAN 0 CQNSJRUCJTON JO!NJ CJ ¾ "e PLAIN GREASED DOWEL SPACING TO MATCH SLAB REINF. PER PLAN NOml SI.AB REINF. SAW CUT JOINT "'il :r/4 ~i REINF. = $AW CUT JOINT -SJ 1. CONSTRUCTION JOINT SPACING SHALL NOT EXCEED 52'-0". MAXIMUM DISTANCE FROM SAW CUT JOINT TO SAW CUT JOINT OR SAW CUT JOINT TO CONSTRUCTION JOINT SHALL NOT EXCEED 18'-0". 2. JOINTS SHALL ENCLOSE RECTANGULAR AREAS LESS THAN 320 SO. TT. WITH THE RA no Of LONG TO SHORT SIDE DIMENSIONS LESS THAN 1,5. 3. LOCATE GREASED DOWELS 1 '-6" FROM CONSTRUCTION AND CONTROL JOINT INTERSECTIONS. GREASE FULL LENGTH Of GREASED DOWEL 4. SAWCUT JOINTS SHALL BE MADE IMMEDIATELY AFTER FINISHING OPERATION AND PRIOR TO DRYING SHRINKAGE USING "EARLY ENTRY" SAW EOUIPMENT. 5. FINISHING Of SLAB CONCRETE SHALL BE DONE AFTER SURFACE BLEED WATER HAS EVAPORATED. 6. APPLY MEMBRANE CURE TO CONCRETE IMMEDIATELY AFTER CONCRETE FINISHING OPERATION. TYP. APPLY SUFFICIENT QUANTITY OF CURING COMPOUND TO PREVENT PREMATURE DRYING OF CONCRETE. TYPICAL SLAB ON GRADE CONSTRUCTION / SAW CUT JOINTS SEE WALL ELEVATIONS SHEETS FOR TYPICAL WALL REINF.--, WALL BAR DOWELS TO MATCH MAIN REINF. ALTERNATE HOOKS-~ ANCHORED VENEER WHERE OCCURS PER ARCH.--~ DOWELS TO MATCH VENEER VERTICAL REINF. S.A.D. TYP. CONST. JOINT@ PER 11 S4.2 SEE SCHEDULE t CMU & FTG. ~IHL---CMu WALL souo GROUTED --#4 \!!I 16" O.C. DOWELS --+-'Is ALTERNATE HOOKS • "W" • -s -. 12· 14 @ 2·-0· o.c. 1 1r) ..... ' - b • SEE "2/-" FOR FOOTING SCHEDULE 0 INTERIOR CMU WALL FOOTING s---- CMU WALL BEYOND r"-r-r I I I I I _/: I I I #4 DOWELS TO MATCH SLAB REINF. W/ STANDARD ttOOI( AT FOOTING EXTERIOR SLAB BY OTHERS I WHERE OCCtJRS RN SURFACE I I "11N, RN FLOOR ~.,__ ___ _,_ _ _. _ _,_, _ _,___, __ __,_ _ __, !;~~~ TYP. CONST.,,......., JOINT PER 1---+--' F'OO~NG S1EE C) PER OETAIL 2 0 -_. _FO_O_T_JN_G_A_N_D_S_LA_B_E_DG_E ____ _ AT WALL OPENING FINISH GRADE OR PAVING WliERE OCCURS1-"' -' z "' _:5 <.> a. t CMU & F'TG. SEE WALL ELEVATIONS SHEETS FOR TYPICAL WALL REINF •. ----... CMU SOLID GROUTED VERT. DOWELS TO MATCH WALL REINF. W/ STD. Ht<. ,~-·~ LAP PER "12/56.1"---,, #4 D<W,US TO MATCH SLAB REINF'. EXT. SLAB ON GRADE WHERE OCCURS 'b • 3" CLR. TYP • RN. FLOOR #4 DOWELS 12• L_ @ 16" o.c. 3'-6" SEE SCHED. '---SEE SCHED. "W" -----''-----,. "---TYP. CONSTR. JOINT SOLID GROUT BETWEEN PER~ VENEER AND WALL UP TO EXTERIOR FINISHED GRADE------, DOWELS TO MATCH 1/ENEER VERTICAL REINF •. -,,--..J::: "-'-'"-.::er'----( ALL OTHER INF'OR. PER DETAIL ABO\rt. (XIIQl1l(II MERE EXIERKM mER WAIi OC!i'!RS ~ CONTINUOUS FOOTING SCHEDULE SIZE REINFORCING STEEL MARK LONGITUDINAL BARS TIES<4) w X t) TOP BOTTOM SIZE/SPACING VERT. LEGS Cf'-1 1'-6" X 1'-6" 2-116 2-116 14@ 1'-o" o.c. □ (2) Cf'-2 2'-6" X 1'-6" 3-116 3-116 1114@ 1'-0" o.c. □ (2) Cf'-3 3' -6" X 2' -6" 4-116 4-116 #4@ 1'-0" o.c. [[lJ (4) Cf'-4 4 '-0" X 2' -6"" 5-116 5-116 1114@ 1·-0· o.c. [[lJ (4) Cf'-5 4'-6" X 2'-6" 5-fl 5-fl 14@1·-o· o.c. [[lJ (4) Cf'-9 6'-0" X 2'-6" 6-fl 6-fl 1114@ 1'-0" o.c. [[lJ (4) NOJf5: 1. TYPICAL LONGITUDINAL REINFORCEMENT AND TIES PER SCHEDULE APPLY THE FULL LENGTH OF CONTINUOUS FOOTING U.N.O. STAGGER LAP SPLICES 2'-0" MINIMUM. 2. ALL LONGITUDINAL BARS TO TERMINATE WITH STD. 90" HOOKS AT ENOS OF CONTINUOUS FOOTINGS. 3. CONTINUOUS FOOTINGS AT INTERSECTIONS AND WHERE TERMINATING AT PAD F'OOTINGS SHALL EXTEND LONGITUDINAL REBAR THE FULL WIDTH OF INTERSECTING FOOTING AND TERMINATE WITH STD HOOKS TYP. U.N.O. 4. TIES MAY BE 2-PIECE SETS CONSISTING OF •u• STIRRUP Wl1H 135" HOOl(S ENCLOStNG OUTER MOST LONGIT. BARS AND CAP TIE WITH ALTERNATING 135" AND 90" HOOKS AT EACH END. 0 EXTERIOR CMU WALL FOOTING SCHEDULE 14 DOY,£L x 60" LONG WliERE EXTERIOR SLAB OCCURS ~-CURB WHERE OCCURS, SEE PLAN ANO S.A.D. FOR INFO NOT NOTED. CONT. AT CURB 1 #41/ft 16" O.C. AT CURB I I SLAB THICKNESS AND REINF. PER PLAN -=-=Jr$=~=------:.,-\,-1,,::.,.....-t.-----..-. ---1.,, ,~-;;~'..•:-' ·-i;<":..~"{.:µ:;4_~~• .-.f:~(.i":::i..f-~~e-~;-::t{ $::~.-~:•.:i ')\:y);:y/. y};:y/. ');:, 568 ~ a o,, XP. 3-Jct-10 TlaE IMCLUDEO Dlll'r.WINGS,. SPECll'IC,\TIONS,. IDEAS, OESom.is.AND ARRANGEMENTS REPRESEtilTED TI,EREBY ARE AND SI-IALL REMAIN Tl-iE. ?ROPER.TV OF MM DE310N OROUP AND NO PART ThEREOF SfW._L BE;COPIED, DISCL05c0 TO OTHERS OIUJSBl IN ~NECTION. W,TH ANY WORKOFI. l"ROJECT OTt1ER. THAN. Tttl! SPeCll'IC PROJECT FORW,ilCH TH~ .tAVE BEEN F>R.EMREn-ANCl DleVELOPEDWITl·IOIJT Tttio.WM"TEN CONSaNT OF RlUI, DESIGN GltOUP. VISUAL CONTACT \MTH THESE QRAWINGS OA SPECIFICATIO!a SHALL-CONSTITUTE GOr..CUJSIVE E\IIDENCi;; OF ACC=PT.-.NCE OF THESE.RESTRICTIONS, $1.181a!ITTAL.OF r'1..SI=. OOCUME,NTS FOR I-UBL.IC AGENCY REVIEW SHAU. NOT BE:. GONSI05REO A WAlVeR. OF RRM DESIGN GROUP-S RIGHTS, RRM DESIGN GROUP COPYRIGKT 2008 RRM Ts a Catifom;a Corporat;on T--' ::, rn IJ) < = ~ 1\111111 .... C. :::, 0 i.... bO s= bO ·-V) Cl) "O E i.... i.... ....... .....,., .. ~ 0 -..I .... -0 0 N < (7) LL. < 0 0 z fl) -'0 ..I z rr:s ~ ~ .0 Ill w ;: a I-rr:s z a:: 0 0 ~ UJ C rr:s z ~ z ::, 0 C: 0 Q. 0 u. th ·-... UJ 0 a:: 0 r-U) th I() a:: N -LL. Sep1"'11>er 09, 2009 1107570 S-5.1 FOR SUBGRADE ___________ ,PREPAR~TION_SEE___ SOIL REPORT AND SPECIFICATIONS. • PHEET ~ CITY OLCARLSBAD I SH2EETS ~ 156 ENGINEERING DEPARTMENT ,m-- 4• CLR. H<Ea=S AB TtPCAL 9 MtONORACE 0 TYPICAL SLAB EDGE lMPROVEMENT PLANS FOR; CARLSBAD J0/1'11" FIRST RESPONOl=R TRAINING FAC/l.lTY FOUNDATJON DETArt::S OWN BY: CHKD BY: __ _ RVWD.BY: PROJECT NO. %~ I DRAWING NO. 463-1 ------~ ' ) \ V, ---------- (ti 0 (ti ::E r? ~ G) Vt Cl'\ .:,,. 0 Cl'\ ...... w IV I .:,,. ~ 00 (2) r-.E:-./-,.,....,'--L-<(2) L '~I~ .<J'+ -- lYPE 1 lYPE 2 NOM. BAR SIZE 3 4 5 6 7 8 9 10 11 MINIMUM EFFECTIVE WELD SIZES & LENGTHS TYPE 1 TYPE 2 SIZE (E) (IN) LENGTH (L) (IN) SIZE (E) (IN) LENGTH (L) (IN) 3/32 4 1/B 4 1/8 6 5/32 6 1/8 8 3/16 6 5/32 10 1/4 6 J/16 12 9/32 8 7/32 12 5/16 10 1/4 14 11/32 10 1/4 18 3/B 14 1/4 22 13/32 16 NOJFS • (1) EFFECTIVE THROAT E • 0.4S FOR TYPE (1). (2) EFFECTIVE THROAT E = 0.65 FOR TYPE (2). (3) USE E70XX ELECTRODES FOR GRADE 40 BARS; USE E90XX ELECTRODES fOR GRADE 60/ A 706 BARS. (4) WELDS BOTH SIDES OF BAR MAY BE 50,: LENGTH (L) PER TABLE, 3" MINIMUM. (5) WELDABILITY OF ASTM A615 GR. 60 BARS TD BE DETERMINED PER ASTM TO 1/ERIFY CONFORMANCE WITH AWS 01.2. PREHEAT REQUIRED FOR GRADE 60 BARS PER AWS 01.5, SECTION 5.2. (6) A706 BARS MAY BE USED IN LIEU OF GRADE 40. G.,__TYP_IC_A_L_R_E_I_NF_O_R_C_E_M_E_N_T..;;..W...;:E=L;;;;..DS.;;;__ __ 'b ' lo ':c • t OF WALL i FOOTING~ ,---2-1/5@ TOP '!.-----------rr;t;;i+=r--=ELEV. _S._A._D. __ #4 @ 32" 0.C. V I / • HORIZ. BARS _____ v ,/ va CMU WALL GROUT --... V i/ ALL CELLS SOLID ~ ~ "A" BAR PER SCHEDULE ROUGHEN ANO CLEAN JOINT ./_ S.A.D. fOR FINISH V / AND PAVING V / #4 DOWEL @ 46"-/. MOJF;_ 1. SEE ARCH. AND LANDSCAPE FOR ADDITIONAL INFO. 2. SPECIAL INSPECTION REQUIRED b V ., \ 3'-0" MIN. LAP TYP. x < :,e ...i,...--1.-:;.2·=-6=-"i:~1--:.' ---/--_l....\J,tv ., ~~ ~===~~--7b~~Vi7u~l~E~l~l~*llc~n~A~NIBIS~H~G~R~A~DE~~-~• ..,_ __ _.,,._.,,.£].J. __ ~,1,- -_"k------t H 8'-0" 6'-0" - 1.,...--,-#511.112' EACH WAY TYP. ~ I'\ L,_ "W" '"'---1-DOWEl.S TO MATCH WALL VERT. BARS W "A" BARS 3' -6" 16 @ 8" AT CENTER 3' -0" 15 @ 16" AT CENlER / ., I 11 TYPrCAL FREE STANDrNG WALL '\. , CENTER ON FOOTING 1•12• THICK--, HIGH STRENGTH NON-SHf!lNK GROUT 08 112/ 08112_$52 ' -I I I I 09/02/09 SOil MATERIAL fOR BACK F"llL SHALL SHALL BE f'REE DRAINING MATERIAL SEE SOILS REPORT FOR MATERIAL RECOMMENDATIONS. ' ' ' ' ---ANCHORED VENEER ~ / PER ARCH ' ' ~ ~ ' ' ~ ~--------'~ --. i----------... !"GAP SEE ARCH. REINF'ORCING "A"·-.....,, \ ~ • I 'IJ..H'lY:;, __,.--REINfORCING "B" COMPACTING OF BACK ALL SHALL BE ACCOMPLISHED USING LIGHT HAND HELD EQUIPMENT. DO NOT SURCHARGE WALL WITH HEAVY EQUIPMENT DRAIN PER SOILS REPORT SEE CML DRAl't1NG FOR PLACEMENT AND CONNECTION-----.,. ,, #3 X 3'-0" @24" 0.C. EMBED 1'-s• INTO F'OOTING • -DOWELS TO 12" -r-r--"1r-n.r/-/ REINF. "B' . 1/ MATCH -----.14--lhl'l=W 2" CLR I . ' I/ REINFORCING "C" --- "' • , I -- ~-----~#41!116" 0.C. / / -FlN/SH ~ADE i 1-;-1 Ir-::· • 15@ 12" o.c. LONGITUDINAL- DOWELS TO MATCH REINF. "A"--' " • 0 • l'--REJNFORCING 'D" • -'ir-'----"ol "--#5 CONTINUOUS ' 10'-0" MIN. -~,,_• RETAINING WALL/FOOTING SCHEDULE H T W TOE "D" REINF. "A" REINF. "B" REINF. "c" 11-0" 1'-0" 1/5@ 16" O.C. VER. 1/5@ 16" O.C. VER. #4 (ll 16" 0.C. HOR. #41!!116" O.C. 1-!0R. 1'-6" 1/5@ 16" O.C. VER. #4@ 16" O.C. HOR. 1/5@ 16" O.C. VER. #4@ 16" O.C. HOR. l!/-0" 2'-0" 4'-6" 21-0"' 1/5@ 16" O.C. VER. #4 l!!l 16" O.C. HOR. 1/5@ 16" O.C. VER. _ • 1/5 @ 16" o.c. #4"' 16 O.C. HOR. - 16@ 12" O.C. VER. #4@ 16" O.C. HOR. #7 @ 12" O.C. VER. #4@ 16" O.C. HOR. 1/5@ 16" O.C. VER. 14@ 16" O.C. HOR. 1/5@ 14" O.C. 16@ 16" O.C. VER. , • ,S@!2 o.c. 14@ 16 O.C. HOR. ' " FOUNDATION WALL DETAIL 8 ·~~,....,,,..=-=-----=~~-=-----=---------'\. ~' AT DEEPENED FOOTING - SOIL MATERIAL FOR BACK ALL SHALL Sl-!ALL BE f'REE DRAINING MA TERI AL SEE SOILS REPORT FOR MA TERI AL RECOMMENDATIONS. V SEE @FOR WALL, A.B., AND SILL PLATE INFO. & 15 @ 16" O.C. HORIZ. @ 16" o.c. 7:,0 ( 15@ 16" O.C. VERT. / THIS FACE • 1 I 11-rt~,c:::;qt><j COMPACTING OF BACK ALL 1 ~ • ( • - . REINF. "D" ,s 1!!112" o.c. #5@ 12" o.c. ,S@ 12· o.c. ,S@ 12' o.c. SHALL BE ACCOMPUSl-!ED T USING LIGHT 1-!AND HELD ';// EQUIPMENT. DO NOT fr, 1 HSS 4 x 4 • 112 SCREEN @ / SUPPORT W / EMBED PER 12 ~-'=--~=a,_ S7.7 x SURCHARGE WALL W!'!ff ~ HEAVY EQUIPMENT '""" DRAIN PER SOILS REPORT SEE CML DRAWING FOR PLACEMENT AND 12" CONNECTION----~. N~ DOWELS TO MATCH WALL VERT. REINF. - " , I I I < I -.,~::::~L-----'--15 @ 14" O.C. VERT. r :,e J..--& /IS «!I 16" 0.C. HORIZ. ' ;.,, ~.. . . ~, FAR FACE lo V ---- r l5 DOI\RS @ 14" O.C. WI-IERE KEY OCCURS"'"------'lr--"lr-• v ' "" - 'b ' N ~,_.!_' V/sr-, fi.•u--,, ~ADE DEEPENED FOOTING AT CONDITION WHERE EXTERIOR GRADE SLOPES AWAY - ATEOOE SEE ARCH. DWGS. AT WALL AT PAYNO 0 STAIR ON GRADE I EB- #4 DOl'ltl.S. 3§ '12 @16"0.C.~ • . ' - DOWELS TO MATCH WALL REINF. W / STD 90' HOOKS. - - • ' ,--#4 DOWELS 121 34 (II 46" O.C. WliERE EXTERIOR SLAB OCCUR ~--EXTERIOR SLAB / WliERE OCCURS _ _,_ __ _,-,,._ BY OTHERS 1 i------ • "' • .., 6--"" A706-' I \ ,,.... 6'-0" ,.r-,---------"--"----~\-\_----+ \ #4 TIES -,r r , 1 0 TYPICAL GRADE BEAM AT @ 12" o.c. 5 i---,,-c....,,..o'"""N....,,..C~RE~T~E~W~A~LL,---------- 15 DOWEL;~ @16" O.C. EA. FACE ~,.. TIES ._r .... : 1 _.r_1_11 @12" o.c. 4• I 2-19 A7~-----I JAMB BARS 3-119 A706 JAMB BARS EA. END --------------------------------------------------- ------------------, -------------------• 0 CONCRETE PIER DETAIL 6---- 1¾" • 7'4" LVI. STUDS O 12• O.C. f\/LL HEIGHT OF ELI/ATOR SHAfT. sn,os TO BE CONTINUOUS. • ALL 4 SIDES OF SHAFT ---...""_,, ,-- SLAB RElNF. L3x2x~o. LLV W/ 2-'h"tl EXP. BOLTS @ 12"0.C. ( 4 SIDES GRATING, S.A.D.-~ OF SUMP PIT) ----- PER PLAN • -' IF'\" . • ·._ ,---"I, ~jwi; ~~~:CONT. DOWEL TO ;-----...._ , ~ . EQUAL MATCH WA;},.,.. '-..... 1/ERllCAL REINF. ,-.. WITH STANDARD 8" • HOOK ·• SLOPE TO SUMP ~ - 1.-....,, • -----~+"-::: / ),,,. ""l'I ... SUMP PIT·---...; -~1· ,. ,. ., . +_._-:...:..· _.-TI~ ✓~w-'·,\_,,,_ ____ -'1< ~ l~h~. \ rt--+-:r-• :,e f WNN 'I ~-\_ ..,_ - 1 I ' ~. '!.. ~ l!!l 12" O.C. WATERPROOF 1 ,, ~i EA. WAY T&B MEMBRANE, S.A.0. #4 @ 12" o.c. EA. WAY 7 lll d STD. CLR. 114 1 o 12· o.c. _I Q SUMP PIT SID. \.V 0 ELEVATOR PIT DETAIL . ... , DOUBLE TUBES;------._" 1: HSS7x7xJ/s COORDINATE LDCA TION W / ELEVATOR SHOP DWGS. t I TS COL 01-----'-P..:..IT'-"W:.:..A,.,.L=-L- J SIDES 0 ELEVATOR RAIL SUPPORT AT PIT EDGE OF-..... SLAB "- -1--"<-f~ ELEVATOR -----i I •-'Ir--'~' DOOR, S.A.0. ~ L .,,, - .,...---CONT. L4 x 4 x 3/B / SLAB ON GRADE SEE PLANS ' --:~ -+ ,THE l~UDED DRAWINGS, SPECIFlc.+.TIOMS,, ICIEAS, OESIGNS.AWll ARRANGEMENTS REPRES!aNTEll THEREBY ARE Af,10 SHALL REINllhl. THE PROPER1V OF RAM DESIGN GROUP AND NO PARTTH!;Al':OF SHALL BE.COPIED, DISCLOSED TO OTHERS DRUSEO IN CONNECTION.WITH N« WORKO~ PFtOJ!,;CT OTHEcR. THAN TI-IESPEcCIFIC PRO.Jf;:CT FOR W!slCli 11,E;'V PIAVE BEEN l>REP4Fll'ODANll 0i,V!;LOPS'.I \NrniOUT THE WRITTEN CONSENT OF RAM DESIGN GROUP, \IISUAL COIIITACT WITH THESE DRAWINGS OR SP~FIC4TIO"IS 9Hil'JJ..COMSmUTe CONCLUSJV!e EVIDENCE OF ...CCEPTAACE OF THESE. RESTRICTIOMS. SUBMITTAL or THESe DOCUMENTS FOR PUl!ILIC AGENCY REVll"!W Sl'l,<u.L NOT BE CONSIDE~ A, WAJVEROF RRM DESIGN GROUP'S RIGriTS. RRM DESIGN GROUP COPYRIGKf 2008 RRM is a California Corporation 'i--' ::> CD (!) <C = -- '.dwg -- ,m ~ I.\JIII ... 0. ::J e b() C b() ·-V> Cl) ""C E lli... lli... z 0 F f!, "' ~ -LL. U) ....I ~ 0 w 1-w IX <.:> z 0 <.:> iiiiiiiiiill September 09, 2009 1107570 S-5.2 0. ELEVATOR DOOR SUPPORT APPROVED 'MLUAM Efllif',f~tR 1~~~~u~~~~%~-~~":.L.,.~~~~:-~•~•~,_.,...,...q1~~/4 DEPUTY CITY ENGINEER PE 28176 EXPIRES J/Jl/10 DAT( ._ AT PIT WALL DWN BY: I CHI([) BY: RVWD BY,---_ . ·-· ·-·~·---·--------',__ __________ ----- PROJECT NO. ~~ I DRA WIN. G NO. . 453-'-1 ~-j . . COI.UMN PER PLAN r818 F'INISH ~ •B ~ ®1+-1!-:--➔: -+-----, -1-1,-I -➔1 _,_I___ I II lfal====1i,i,=,.~.,,,,..---1½· HIGH-smDIGn-1 CROUT • '--1---1ST 3 TIES lf!I 2" O.C. @ ELEVATION A-'---- GRID FACE OF STUD---........,;.___,,---,--¾·-----~ "-COL I " FACE OF ,; : ~l½" 0,~ BASE ~ 1• TlilCI( CONCRETE__/ / 1 1" I 6½~ 1 :,_1 ~ ½" @ 7" COL " 1 -;.. , ' I I I ------------, ¼" 11[r, .!=i,=,, I ~ >111--+--IH--' +- B\JTlllESS WALL AT e·-o· o.c. REINFORCE 'Mltt #4 C!I 16" O.C. EACH WAY, EACH FACE\ • • \ • • • • • • • • • • • • • • • • ~CONCRETE STAIR ON GRADE PER PLAN • • • SEE DETAIL EB FOR ALL INFO. NOT SHOWN \ 11uilRbS WALL la @ 8"-o" I Ja f/511!1 12" O.C. INSIDE FACE. TYP. '\?,~~t l...-v:::.-----f/5@16" O.C. OUTSIDE FACE, TYP. ~ '. '~~-- ~ e• CONC. PLANTER WALLS w/ f5 lf!I 12" O.C. HORIZ., E.F. . ~ • 0 I - ' I I : I : I I I • I I /9'\ 12" THICK CONC. RETAINING WALL PER ,s5.2}_~ OR 16" THICK CONc. RETAINING WALL PEls' 6 ' 24" DOWELS 7 TO MATCH VERTICAL REINF. • -I -COL PER PLAN-- l" x 1511 x 1'-3'" BASE t w/ 4-¾" 11 HEADED ANCHORS-\ . J _,. ____ --\-\1.-_.J • • '-I I _ _.:. "-~--+41 -1-111--+-----,,---IH--{r,; 'lo --1 -------1-I - • I • - • r "' !1 8"L ~ r 1 !1 --7-SS4x4x½ -'I.-------""'~*~~L-,---_j_J-j SCREEN SUPPORT 1 • W/ EM~ER • • • • @--'-P.;:LA;..;N;.;....Vl;.;.;E;;.;W.;..__ ADD DRAIN 6 PER DETAIL\..:.) • • • I Y' \ '\\l'-;U) WALL 'II\'::::,~~ DOWELS w / 90' HOOKS, PEREB6 stZE tL SPACING TO MATCH WALL VERTICAL REINF. • • ,----L..JL--._~~-'--------1...J_lr--------'-,.'I , _,, / -#6 Cl! 12• o.c. ~ ---·-~ ~4--STORM DRAIN-TRENCH: PLACE & BACKFILL PRIOR TO BUILDING WALL FOOTING CONSTRUCTION, OR WAIT UNTIL THE BUILDING EACH WAY r, _.__. ~-~------· J....1...-'■..-• ___,,,,,,,j• I-'--!,• ~ ' \ I I I \ I \ I ' , ' ,, ---- SLAB ON GRADE CONCRETE HAS ATTAINED THE DESIGN STRENGTH. 1 ~~"-------' 0 _:;_FO;;_O;;_T;_;,;IN;.:..G;:...;::..D=ET=A=IL;:;;_ _____________________ _ AT PLANTER WALL ;,,.,~ ":,ii .. ~'----,---,,,,!..--'---.,. .,i·~.-r===+--; 1--=',._•~~ i,---OF CMU WALL -+, -H--r+---!-1 -+--11-~-CONC. PILASTER ; llo!'~,,,, ti!JJ ;_; _._+l--tr---r,--t-:1t-1a•1,. w/ 6-#8 VERT. ANO I / : • #4TIES@12"0.C. II I • • ~ FIRST 4 TIES-+lle----1--1-' I r @2"0.C. 1 ' 4" I I • I .. rt----i-t,=-,=:::j:j::::::pf----sLEEVE l"OR DRAIN PIPE II , ' 3•-0· ~ i \ ,.._,_... I I --• • • 10" _ PLAN VIEW '- 0 ~ '-i,...__15 @ 12· o.c . ..,1.._j_cl'--4=-=-=d.=la===="""~I!;;;;; '-..;;;;;l!/:~:...=:..Jc::~;:;::=-::::J·•~===..1-i:: -'---EACH WAY I N ........... ,s @ 12· o.c. ◄r '~-~~ ., \=: -----e ¼ V -,___1 ~ :£ FACE OF STUD COLUMN PER PLAN <!:I FACE OF CONCRETE SEE 11 /S7.2 FOR -----"'-~ COL USE HAND HELD EQUIPMENT TO COMPACT BACKFILL MATERIAL , '/ ,/ , ,,., c, . I , , '- STEP LEOGE AT BASE OF VENEER AS REO. 1, • · • , ~ / -ANCHORED VENEER ~ . ; , / PER ARCH. @,..__ELEV __ A_ll_O_N_ All EXPOSED STEEL SHALL BE GALVANIZED AND PAINTED 'Mltt WEATHERPROOF PAINT 2 '---DOWELS TO MATCH WALL VERTICAL REINF. PATIO RETAINING WALL SECTION WOOD NAILERS ® PLAN VIEW B ---"--'--- ~-.--'·'..--~ ~-#6 VERT. EACH CORNER ' 'r#4 TIES@ 12" O.C. I • ©f---CS=E.;;.Cll_O.;;..N __ t:; ~; , / rSTEP TOP OF SEATr---l"ER' ~ •· . ,:;: / , l"ORA TED DRAIN TOP OF CONCRETE STEM TO __ ,'. _ • . , , ', PER SOILS REPORT. MATCH BLOCK MODULE, STEP -/ · PLACEMENT & TOP AS REQUIRED _.'..'12":...._,._•-l--•-hl'1,../'11/1/ A i CONNECTION PER CIVIL ENGINEER f/5@ 16" O.C. --------1--l--l LL/-4-,/,r '!,, /!BACKFILL w/ fREE DOWELS TO MATCH ;,. ~ DRAINING MATERIAL AS WALL VERTICAL REINF. ~ :::, RECOMMENDED BY ...... , / SOILS ENGINEER #5@ 16" O.C. HORIZONTAL E.F,---.. ;ID;""' ' J" . l ~;;;'"l /2 l'INISH GR1t1JF: #4@ 24" O.C. EA. WAY \ '-., CLR. x z FINISH '( ' ~ :,; ~SLAB .,-0 'b I I ' j1'-0" "'"' \ ,,-, 1 r------WATERPROOFING • • ' I / ! PER ARCH. +-----'\.----.l\.\-l--.~r-1--1!,,,.,,,',.,,,-,====~ -l , . • . , /, , / ,/ / , / / ,' / ,/ / V , V 'I ~--IGREEI\I SCREEN COLUMN ,/ HSS7 x 7 x ½ 11!1 s·-o· o.c. EMBED INTO CONCRETE 2'-0" ,---IGREEN SCREEN / HORIZONTAL MEMBERS HSS4x4x¼ TYP. □ I TOP OF SOIL TOP OF BUTTRESS ---"- • • • • WITH STEEL COLUMN • • • • • -4---1-- • • • // F1l O...U.-t,_. --1---1-1 ---- 1o •J----l.!!·"----+-.!.•-..!\ii.,. .... """"...111.....!!•"----1---,-1, \ . Ti-jE INCLIJDED, OAAWINGS,. SPECJFICA.TIOMS,, ,08,lr,S,. DESIGNS AND NiR,\NGEMENTS REPRia5et,ITEOTlsEREBY ARE.ANO SHAL~ REMAIN. TelE PROPERTY OF MM OESIGN OllOUP AA!!:lNO PARTTI-IERhOF SHALL 11Eco;a1w.OISCLDSEO TO OTHERS Cfi USED IN. CONl>lECTION WITH ANY WORKORPROJE:CT OTMER TrlAN THE SPE:CIFIC PRO,,IECT FORWHICl'I THEY ..tAVE aa.N PREPAREOAl<jD DEVELOPED WITHOUT T rlE WRITTEN COMi<:Nl 0~ HRM OE51(iN Gl(Ol,IP. VISUALCONf~T WITH Tl,ale.DAAWING6 OR Sf'i:CIFICATIO"'-S SHAU.CONSITTL/1ECONCLUSI\IE EVIDENCE OF ACCa'TANCE OF THloSE RESTRICflO~ SUBMITTAL-OJ" Tl-IE.SE OOCUMENTS FOR PUBI.IC AGl:oNCY RcVIEW Sl'IAU.. NOT BE CONSID..R£0 A WAJVER OF RRM OESICIN. GROUP'S Rll3HTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation f-...J ::;) m (/) < ii +t+t-H--+-1-~ l ~s -H-f-t-.-+++-,1 I -■■ .....,., .. ( 11 ", STEEL COLUMN BASE TO BUILDING ' , l CORNER DETAIL ~ • • . -. • \' • • @~P:..=LAc.:N;.:_Vl.cc.:::EW:.:.:..._ '\ \__;,".:C °'™" ~ - 7 . ' ' I I I I ' I ' - ---VENEER ,,r---1GREEN SCREEN COI.UMN ,/ HSS7x7x½@ 8'-0" O.C. ---GREEN SCREEN / HORIZONTAL MEMBERS HSS4x4x ¼ TYP. D .----4 TIES@ 2" O.C. ' ' ' I ' .---1--il--l--i-,\;-I-,;-' ----+-...... :-... ,'--l-.--l A , 11 I I I V-i ,~/ : ...,i..,,"'" • • I VENEER BEYOND __ _,,,. I ' 08 1 !2/ 08! 12_S5J 09/0J/09 • • ,..7r.._ ___ _ f5 DOWELS @ 16" o.c. L J'-s" ---#5@12" O.C. E.W. -,~-------· _________ ,,_ - ( 8 ":,__W_A_L_L_S_EC_T_tO __ N_TO_W __ AR __ D_S __ EA ____ S_T_E_N_D_O_F_ -.. , 100 YARD SHOOTING RANGE WALL REINI". I 8 I PER S5.2' - #4 TIES 4!l 12' O.C.---.. SPECIAL TIES AT TOP '\ PER SECTION TO LEFT i\ I I I a• L b I .., r ------1--1--1-...... -rA ,I' f5 EACH l"ACE @ 18" O.C. HORIZONTAL • #811!112" O.C. VERT.-----. 'r-,... PERl"ORATED DRAIN PER SOILS REPORT. PLACEMENT & CONNECTION PER 2" CLR. • 16" • • • . ~11 @12' O.C. VERT. / 2" CLR. 2' CLR. CIVIL ENGINEER-~.---t--H-----lt-t---------.. \.-,, I I \ I ,_.., • • • -• -- • I 6 DETAIL AT PLANTER WALL SHOOTING RANGE DEEPENED FOOTfNG I. ; - • • • 2· - • • -BUTTRESS WALL AT 8'-0" O.C. REINl"ORCE WITH f/5@ 16" O.C. EACH WAY EACH FACE ,,--a• CONC. PLANTER WALL REINFORCE PER DETAIL ffi -~ r-..__SOIL FROM lttlS POINT OOWN SHALL BE 95% RC COMPACTED FILL OR SAND/CEMENT (1½ SACK) SLURRY. SEE SOILS RECOMMENOA TIONS -- < 1-w 0 ~ " (.) z 8 -,-=20"_MAX.--.r- -_ -_ t.,..---STORM DRAIN tL TRENCH: PLACE tL BACKFILL w ,, --, / PRIOR TO BUILDING WALL FOOTING 1 '< CONSTRUCTION OR WAIT UNTIL THE I , BUILDING SLAB ON GRADE CONCRETE ( ' HAS A TTAINEO THE OESIGN STRENGTH. I I I \ I \ I \ I ' / '---1--~-~------,f---__,.lr--_B~O~"~•~OF:_-_P~IP~E~ 1~ -, MIN. • <D BOT~ Of TRENCff~._, .. ___ _,_ -ELE:V.-±c:341' September 09, 2009 --~ f,e 1107570 t: 5-5.3 ~ CITY OF CARLSBAD ~ ~ rNGINEERINCi.llEPAR.TMENI ~ IMPROVEMENT PLANS FOR: CARLS8AD JOINT FIRST RESPONDER TRAINING FACILITY CONCRETE DETAILS DWN BY: I CHKD BY: __ _ RVWD BY: . _ PROJECT NO. "}€;~,• I DRAWING NO. 463-1 j I 1 6 ~ 1 A>--+--+- C CONTINUOUS CHANNEL ¼ ,--L6x 6 x ¾ x 1'-4" OF WALL 6 I 1 . 2-"6 x 6°-0· LONG DOWELS EACH FLANGE C12 x 31 w/ 2-¾'fl HEADED ANCHORS @ 48" o.c.-~ OF WALL 614" TYP. @ SECTION All EXPOSED STEEL TD BE GALVANIZED ANO COVERED w / WEA!l-iER PROOflNG PAINT PERF'MATED PANEL & CONNECTIONS BY OTHERS. { PERFORATED SCREEN BY OTHERS 1 II! ¼x6x6 EACH stDE OF TUBE • @ SECTION ¾ ·-x 6" WELDED HEADED STUDS. 2 EA. FLANGE '!o ¼ ½" EMBED ii! w/ 4-'!'4'' fl X 6¼" HEADED WELDED STUDS--- ¼ Qr-ST_E_E_L_F_RA_M_I_N_G_A_T_P_R_O_P..:..ST_O;;_RA.;:...;;.;;G;.::E:-____________________ _ \...::.) 3-,S EACH F'ACE AT LINTELS--~ BOTTOM OF LINTEL, SEE ARCH FOR ELEVATION---' NOMINAL FINISH SI.AB '!o 'lo • -.N''-"-'1 ~ • CLR. 8" CONC. WALL w/ #5 II!> 16" O.C., E.W. PLACE VERTICAL REINF. IN CENTER OF WALL ,,--14 DOWEL __l12 @ 16" o.c. 30 DOWELS TD MATCH WALL VERTICAL REINFORCEMENT, ALTERNATE BEND -'----t--1- l PER FOOTING SCHED. l 'I SEE PLAN. 'I 0~FO..:..O..:..T-'IN;..;;.G.;:_A_T_P-'RO..:..P_.;..ST_O;;...~..:... =Gc.;:;E;;...;W;.;.;A;.::L::.;::L:.;:;S __ GAP ANCHORED VENEER A,.,W,;;V-STEEL ANGLE PER LU ~ • 6" EMBED. TYP. >---r-r-- 1 • ., I 5¾" ¼ 6" MAX. ~---4-¾"• HEADED WELDED STUDS STEEL TUBE PER PLAN All EXPOSED STEEL TO BE GALVANIZED AND COVERED w / WEATHER PROOflNG PAINT PERF'ORATED PANEL & CONNECTIONS BY OTHERS. ~,""4~-<TYP. !!ts• II HEADED ANCHOR II!> 24" O.C. ---• LEDGER L 5 x 3 x ¼ (LLV) @ ELEVATION 0 TYPICAL LEDGER AT PROP STORAGE 8 i-------.;;...~~----.:....;::_ { Of WALL ,---2-,S II!> TOP ,--B" CONC WALL w/ ,S @ 16" 0.C •• E.W. 7 a• NOMINAL DOWELS TO MATCH SLAB REINF. SLAB PER PLAN---.. DOWELS TO MATCH WALL VERTICAL REJNF.---i ---7-15 - T.8< B.--, • CMU WALL • • • • LEDGER PER8_ ~ • 16" THICK CONC. WALL RE!NF. PER "5/55.2" • • • • • 0i,-.;;..;W.;;..;'A;;:;:;LL;;;;..;;..TO;;;..;_FO..:..O.;;;..T;..;.l;..;.NG.;;;_;;,_D..;;:ET;..;.A..;;:l;;;;.L ____ _ 08 112/ 081 l2_S54 08/2 ,1/o.9 6" SLAB w/ #4 II!> 12· o.c., E.W. #4 TIES LLD @I 12" o.c. SLAB PER PLAN • #5 CONT.-i----t-a ' I • • z SE 2• -::c,,,...,.,,,_ 'b CLR. I .. • 12 #4 ~ II!> 16" o.c. = er "' d LAP 2'-8" ----#6@ 16" O.C. EACH F'ACE BOTTOM PORllON Of WALL 2· CLR. F!NISH~~GR~AIQIDEs__~IT~if;...---15 I!!' !6" O.C., STAGGERED ,--DOWELS TD MATCH WALL RE!NF" EACH FACE 9 ----------0 WALL SECTION AT PATIO STAIR • CONCRE1£ STEPS PER® • • • 2" GAP L5x3•¼ (LLV) w/ ¾" fl HEADED ANCHORS @ 24" O.C. --HSS6x4x 14 '---ANCHORED VENEER PER ARCH • ALL EXPOSED STEEL TO BE GALVANIZED AND COVERED w / WEATHER PROOFING PAINT PERF'ORATED PANEL AND CONNECTIONS BY OTHERS. 0 FRAMING AT PROP STORAGE 5 • • • • ~--ANCHORED VENEER PER ARCH. ,---CONCRETE METAL DECK PER PLAN ---l6•4•¾ (LLV) w/ ¾" II HEADED ANCHORS II!> a· o.c.---' SECTION THROUGH ROOF OF RESTROOM 132 & 133 it OF WALL ff' CONC. WALL PER® • • • A+~..___ DOUBLE 8' CMU WALL SEE ARCH. FOR TOP Of CONCRETE ELEVA 110111 6" SLAB w/ #4 II!> 12" O.C., E.W.--, 18 • ,,, 1 @ 12 o.c. #4 AT EACH TREAD LANDING ,S 11!> 12· o.c. • 12· 12· 0 WALLSECTIONATPATIOSTAfR • ,,,---RETAINING WALL AND FOOTING PER~ ~ 1 ~-WALL PER PLAN METAL DECK OR PERF'ORA TED PANELS, SEE PLANS --L5x3x¼ (LL\/) w/ ¾" 11 HEADED ANCHORS II!> 24" 0.C., EACH SIDE Of CONC. WALLS ALL EXPOSED STEEL TO BE GALVANIZED AND COVERED w/ WEATHER PROOFING PAINT PERF'ORA TED PANEL .!< CONNECTIONS BY OTHERS. LEDGER TO WALL CONNECTION AT PROP STORAGE WIDTH TO MATCH'-.f--------1-- DOUBLE CMU WALLS BEYOND TOP TO MATCH • • -FINISH SLAB (SEE ARCH) STAIR TREAD 2" CLR. FOR REINF. -TYP. SEE DETAIL / 4 \ • •r, \S5.2/ \ "'--#5 II!> 12" 0.C., EACH FACE, -EACH WAY --• • -DOWELS TD MATCH STAIR REINF. . . • • 1. 3'-0" LAP, TYP. FINISH SURFACE . -SEE CI\/IL PLAN • • 11"':1 l\i'n,c.-I, . -FOOllNG PER PLAN - ~D} 2\'rs68 \. ... ~~ XP. 3.3,.,e THE INClUDenMAWIMM,SPECIFICAT~MS. ioeM, DES-AND AAAA!olGEMEJtlTS REPRE.SENTE:D ll-lEReaY ARE NW Sl'WJ. Ral.OJM Tl-te f'ROPIERT'I' OF MW D~GN GROIJJ> AND NO P,11>,RT THEft!:OF SrW.L. BE COPIED, OISCL.05al TO OTHl=RSORl./al;O IN.CONN~TION WITH NI'( WORK OR F'ROJE:CT OTHcN. THNI THE SPE:CLFIC f'RWECT FOR WH~k TH~ HAVE BEEN PREPAAWAl'tll 01."VlaUlPED WITHOUT THl::WfCIITt:NCONti<.NT OF RRM□ElilGN Or!OUP. 1/~00NTACT WITH ll;ji81,clJAAWlt.lG!i ORBPECIFICA.TIOlrlS Bl-lALl. om.isTITUTE COI.CU)Sl\lE EIIIDENCEOF AC.CE?TANC£0F TH!cSE Al,STRICTIONS. SUBMITTAi.. OF THESE DOCUMENTS FOR PI.BLICAGENL':V RE\IIE\111 SP!Al.L JIIOT BE. CCNSIOERED A WAIVER OF RRM OESIBN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomla Corporation ~ 0 -..J .... -0 (.) N ~ O> <C 0 0 z "O (/) -z ... ell ~ ~ .0 (/) w -0 ... 0 ~C..:;.O;..;.NC::..:R..;;:E::..:T..;;:E;_;;S;..;.T.;::.EM:.:.:...:.W;..;.A.;;;::L;;:;:;L _____ _ AT STAIR 142 I-ell w i:r: (.) t-w w Cl: 0 ell (.) z == z ¼ CONCRETE WALL PER PLAN-, ,---EMBED. ii! :i,,,• x a• x 1°-2· w/ 4-¾" II x 5½" HEADED STUDS ,--fl! 'Va" X 12' X 1'-0" w/ 4-¾' • WELDED STUDS SHEAR ii! ANO BOLT PER ~2 '81 EDGE OF' ROOF ABOVE '--STEEL CHANNEL PER PLAN --:;" .. .. ",clwg -- El 0 0 C: (.) Q. 0 Cl) ·-... w 0 i:r: 0 I-co Cl) IC) i:r: N -LL. 1-ii September 09. 2009 1107570 - I -'--¾".-HEADED A.8. II!> 24" o.c. ~I CIIN~~!C,~~~AD IL~l IMPROVEMENT Pl.ANS FOR: _,_ _ _,_._,._ ...... -'-'----ca. CARLSBAD JOffff FfRST RESPONDER TRAfNING FACILITY CONCRETE DETAtLS APPROVED W/LJ.IAM ~l.!)IMER 0 i-::;.ST.:.:E::.;::E:.=L;..;:C;..;:O;.;.;N;.;.;N:.=E..:;.CTI=O;..;.N ____ _ AT PROP STORAGE /42 ✓?'/4 i ~ H:'« •.., ~~/4- otPuTY CITY ENGINEER PE 28176 EXPIRES J J! 10 DATE DWN BY: ---1 PROJECT NO. I DRAWING NO. CHKD BY: ---?J'-.e'(;"c 46~1 RVWD BY: _ _, .. _ _ ___ _ ------- ~ ;;I" 0 (1) (1) ~ M-,_.. G) I.rt I.O .i:,., 0 CJ'\ -w "-' I .i:,., ,_.. 00 j COVER PER ARCH.-----. 1/5 TRIM ADD'L-~" G SLAB ACCESS OPENING DETAIL 2-¾"II x 6" LONG W.H.S. EMBED PLATE ~,a• x 5" x 5' GALVANIZED----_,,, CONCRETE PEDESTAL---J '--EDGE Of CONC. SI.AB PLAN VIEW _,,--GUARD RAIL POST GALVAIIIIZED CONCRETE SLAB-~ '4 SECTION HSS 2 x 2x ~18 MIN. MAX. SPACING, Of 5' -0", SEE ARCH, FOR EXACT LOCATION b ' 0-G_U_A_R_D_RA_IL_PO_S_T_E_M_B_E_D_D_E_TA_I_L __ _ • e------- COLUMN PER PLAN-~ @ PLAN VIEW ALL EXPOSED STEEL TO BE GALVANIZED AND COVERED w/ WEATHER PROOFING PAINT PERFORATED PANEL & CONNECTIONS BY OTHERS. ,------,-,--< T'IP., RElNF TO COLUMN STEEL COLUMN-✓ ~-COIIICRE1£ SI.AB 1/5 x 4'-0' A706 WELDED DOWEL ON 2 FACES OF COLUMN ¾"!Ix 6' HEADED WELDED STUDS ~--L 6 x 4 x ½ (LLV) LEDGER ANGLE @ SECTION Ir 12 ~. CONCRETE SLAB TO STEEL COLUMN '-~ CONNECTION 09/02/09 TYP. SLAB REIIIIF'ORCIIIIG SEE PLAIII l • • 1--'-TRIM BARS 1111 ADOIT!OIII TO TYP. SLAB REIIIIF'ORC1111G 36" MIii!. TYP. @ SECTION A~--- TRIM BARS 1111 ADDITIOIII TO TYP. SLAB REIIIIFORC1111G ~;...i--J z Ill" <C Lu -' oc Cl. ~~ (/) VARIES, SEE PLAIII 0 TYPICAL SLAB OPENING REINFORCING 2'-0 .. 2'-011 1----IIIISIDE FACE OF CMU WALL OR BEAM THICKNESS. SEE PLAIII 'b ' "' b ' "' INSIDE f ACE OF CMU --4-#5 x 6'-" TOP 0 TYPICAL SLAB CORNER REINFORCING 6' ~-¾" THICK BENT~ 710, #4 WELDED DO~--~ @ 16' o.c. ~l l 24• 2 1 1 11-------, BOTTOM OF COIIIC. SLAB PER PLAN I f--'-L--:2:=.-l..,.~ ..... -1-1!' ..... --:-=--~-_..i,r ¾" lltx 6' LONG HEADED WELDED STUDS C!I 16" O.C.---' I '-----~ '---BOND BEAM w/ 2-16 T.&B. AND f4 TIES Ill 8" O.C. 9 STArR STRINGER TO CONCRE IE DECK CONNECTION BOTTOM Of 2-1/5 .. ; #4 n16" C!I 16' o.c.-----, TOP OF SLAB ELEVATION VARIES SEE PLANS b ·' - SLAB PER PLAN b ' 1 WALL VBEYOND I ~+--TOP Of COIIICRE1£ AT DOORS -z----- SI.AB THIS SIDE AT CONDITION 4A L 16• L -'~--2-#8 T. & B. w/ #4 TIES --.,I'--~------,--@ 12• o.c. 0-C.;;..O.;;;_N_C;;_R.;..;;Ec-T...;;,,E ..;;;.LI_N_TE.;;;..L;;...D_E-'-T_A __ IL;..__ ___ _ • 0 ' - BOTTOM OF SLAB @ +13'-0" 'b ' ;.., 2-15 w/ #4 n16" C!I 16" 0 C .. , i ~ , #4 TIES @ 12" O.C. l'r'P. --- • :'.i N I ~ ,, ' , I'-I'--.. ' • ' . L 15• I --- TOP Of CONCRETE AT DOORS --l ----- SLAB THIS SIDE AT CONDITION 511 i., .,,.,--15@ 16" O.C., E.F. , ~ 14 TIES @ 12" O.C • _I_2-18 BOTTOM 0 SECTION AT CANTILEVERED DECK HSS8x8x½ S'TEEL COLUMN--.._ BASE PLA"JE-+-,- 1½ x 16 x 16 • ~ I /RST BEAM TIE ~ ' / . ,, . • I • I -• I ' r 2 • '? \ ~ • • I 1½" , I CI.R. • ·-..... • ' CONCRETE COLUMN N -----w / 12-19 LONGTUOI NAL "'-FIRST BEAM TIE • ' '1 ~;i-:-PLA=N~V~IEW=-:-=O~F=CO=N~C~R=E~TE:::..=LI--NT __ E~L'---- '-~ TO CONCRETE COLUMN JOINT :5 o.c. TIES @ 5" VrlTHIN BEAM DEPTH COLD JOINT ., ~ / • ' - r,..' V • ' / / ... . ..... ' ' ' ~ :i:: , - , <O ...... :c ' ~ ... .,,- r ~ 2 SECTION OF CONCRETE LINTEL '-,, TO CONCRETE COLUMN JOINT 2' l'r'P. 1/5 TIES t!!' 12' D. C. /-15 TIES @ 6" o.c. /TOPOF' SEE PLAN SI.AB FOR POSITION , ' \_BOTTOM Of LIN1Fl. 15 TIES @ 6' o.c. 15 TIES ll!I 12" O. C. ,--r., EACH CORNER ,---r.;x 4'-0" A706 DRAG BAR EACH S1DE OF COLUMN FlNISH GRADE OR SURFACE 1----------4----~~---'1---1----'-----------, e· 6" 6' 6' • "' - #4 TIES @ 12" o.c. • N -TYP. • 2" MIN. • I I r I 2· MIN. FINISH GRADE 3-f4 TIES EACH SIDE OF COLUMN ,,,--1 ''2' HIGH STRENGTH NONSHRINK GROUT • "' E ~ "' ClrESS :\ o. s [B ~ 568 cc •• 119 TiiE. INOLUOED DRAWING&, SPECIFICATIONS,. IDEAS. DESleNa.ANO AAAANGEMENTS ite'RWEN.TE□ THEREIJ'I' ARl::i ANU SHALi. R=MAIN THE PROl'ERTV OF RRM OEBIGN OROUP AND NO F\IIRTTHERECJF &WJ.. BE COPIED, 019GUJ5ED TO 01 H=IJlt U<I~ IN (;()NNlaCTlON, WITH MN WORK OR PROJS;T OTHER T-lt-lla.SPlaelt-lC P~ECT FOR WHICH THEV HA~ BEEN PRS'AREDAN□ DE\IELOPED WITHOl,Jf THE WRITTEN CONSENT OF RR1ot DE51Gt< GROUP. \115UH..~lACl WITH ThESia.OFV.WINCS OR SPECIFICATIONS BHAU.-OONSTITUT!< COl'ICWSIV=- EVIDENCE OF AOCE?TANCE OF THS.E l,,E&TRICllO~ BUIIMIITTAI.. OF TI-IEBE. DOCUMENTS FO~ PUBLICN.i.tNCV RE:\IIEW SWW.. NOT" BE CONSIDEREOAWAIVeROF RRM DESIGN. GROUP'SRIOHTS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Calrfomia Corporation 'i--' ::, (Il V) <( --:· ".dwg ·-- ~ :! ~ • I 0 ~ I -_. .... -0 0 N < c,, LI. < 0 0 z "0 ., -z -' co ~ -.0 ~ "' w z .::: 0 0 I-co IU ,= § 0: 0 1--- w w "' ~ w 0 ~ (.) 0 z z z 0 0 ., 0 5 C (.) w a. 0 0: u, ·-.. w 0 ~ 0 I-co u, IO 0: N -~ lww September 09, 2009 11_0_7570 S-5.5 \ } I fSHwl CITY OF CARLSBAD I SHEETS I (n -~ ENGINEERING DEPARTMENT _ _ 2"8 -a-"------<::::Tl>--0--- IMPROVEMENT PLANS FOR: ~ ~ FOOTING TIES @ BASE PLA"TE TO MATCH SPACING Of TIES FOR DRAG BAR-----' 0 STArR COLUMN AT 6 COMMERCIAL BURN PROP L , 3'-0" @ ELEVATION Ai----- CARlSfrAD JOIIVT' FIRST RESPONDER TT?A!Mf1/G FACflfTY ,...... Ci) Cl'\ CONCRETE DETAILS o ~ I DRAWING NO_. '16:,...1 J 0 Cl'\ -.w rv ' ~ ....... 00 3 x LEOGER w/ ¾" 11 HEAOEO ANCHORS @ 16° O.C. 2 X 8 {ii 18" 0.C. SOF'FlT FRAMING I \ ' ' - EMBEO. G LINTEL SECTION SLAB-ON-GRADE PER 4 1--'--1--- S 5. 1 S.A.O. • • "VI" PER PLAN 18 x 16 UN1'EI. w / 4-"6 LONG. /14 TIES (II B" O.C. 3• CLR. Q--=-FO=.;O=.;TI::..:;N:.:.G=--:..TO=--=-DO=U=..;BL=E=.;C.::.;M:.:.:.U=.;.;;.;;.W;.:.;A=L=-L __ _ ~ DETAIL L --111,• "' 2 8M 1M. .... REJNmlCOIEIIT LAP SPm: I.ENCIII i. • CMU STRENGTH F'm = 1500 PSI F'm = 3000 PS! BAR SIZE /13 1· -4'" 1· -0" 114 2·-2" 1'-6 ... (15 3!-4" 2'-4" (/6 6"-2'" 4'-5" ff7 -8'-5" 5'-11" /18 12·-a .. B'-11" /19 16'-0" 11'-4" • 0 • lo • N -• RElNF. SAME SIZE AND SPACING --LAP PER AS HORIZ. REINF. "lZ/-. " " ·. ' ·,e .• ~ ;_ 8" OR 10" MASONRY BLOCK HORIZ. RE!NF'. WITH STD. HOOK AT ENOS AND JAMBS OF WALL, U.N.0. -----' .u. 11'2" CLR. TYP. 4 EXTRA TYP. VERT. BARS Pl.ACE FOR ANCHORAGE AS SHOWN ON INSIDE OF HORIZ. BARS / .. ' . ' . . • ~ < . ... • • , LAP P LAP P"" n.12/-" ~ "12/~" • . V .. I> •• ' -, •• .,_ • II .. • • .---Jl, "--..__STD. HOOl<S ~ \_, 6" • • ~ _q -• . • q • • -!... • DOWN ~ N STD. HOOKS r I -!~ SAME SIZE ANO SPACING AS HORIZ. • REINF • n . 12" MAS N y B 0 ... 0 R L CK NOTES: Jj 1½" CLR. ih TYP. 1. GROUT ALL CELLS SOLID. 2. USE DOUBLE OPEN ENO BLOCKS TYP ., USE SINGLE OPEN ENO UNITS AT CORNERS. 0 ~CM~U _;;.W:.;.A;;;::L~L.;.;.IN.;;..;TE.=.:..::R.::.;SE=..;C~TI;.;.O~N.;;.;;.S;__ ___ _ TYPICAL MIN. GROUT PLACEMENT FLUSH WITH TOP OF BLK. WALL ..: ,_z ~~ ! ~oc. c,N I -I I I ~ ~ I I I "'I I I ~~ I I o. ~ ~ / ~ ·/ ~ ~-/ CONSTRUCTION • JOINT v; . ,,, r, • " ~ ' f!! ... z ::, 0 0.., ~-oc"' Tc' I '-'w 1 1,.,,j!: I "' o I I I ~ 1- I I [!; < 0: I I ~ -~ • .. 0 .__G_RO_U_T_C.;...O_N_S_T_R.;.;;.U_;;.C_Tl.;...O_N....;;.J...;;;.O=IN=TS..:;_ __ _ TYPICAL • • "' 0 I ' ~CD SPECIAL INSPECTION REOUIREO B" CONCRETE STEM WALL w/ ,S @ 16" 0,C. VERT. & 14 @ 16" O.C. HORIZ. ~ OF WALL I -+-r.l· --2-15 II!> TOP B" CMU WALL w/ /15 II!> 16" O.C. VERT. & 14 @ 32" O.C. HORIZ. FINISH SLAB BEYOND ~ ~ . . 7 • VERTICAL REINFORCING. SEE Pl.AN FOR SIZE A O SPACING N ci -' u • ~ . ' • / -r ,rr , ?--,---.,. '/ © REINFORCING EACH FACE © REINFORCING CENTER OF WALL 0 CMU WALL PIER REINFORCING j • STD. HOOKS BAR SAME SIZE -~ • AND SPACING AS ~1 VERT. REINF "' -1-~-,. • •. . .. 2-15 BARS . ~ -' r •• ,• / V I\ . :,, V ~ V j 12" CMU • ' W· CMU AT TOP OF WALL STD • HOOK 0 _T..;...O;;;_P_O..;..F~CM--'-U_;;.W;.;;...A=L=L _______ _ TYPICAL FINISH SLAB z ::,;; - I I I / I / / '1- , ,-- / ,, i, ~ , , / - _ 1,. --. I, I / , I I ,, 7• ,, ' . " 1½ PLAN VIEW • I ¼ V 'l.oj .. 'i,., • N 'i,., 1½" .,,,--11-!SSBxBx¾ EXTERIOR SLAS SLOPE TO DRAIN ,---SASE ii! 1¼" '!MICK ;._ ____ ___: ____ ___: _____________________ __"4:"#S_LON-G.+_I--------'----------1--•i+-------+?;..-------------1----1-_;..--1 1. · lME LAP SPUCE l£NCTl!c ARE TO-BE MUIJIPIJID BY M F'AC'TOR(S} LISTED BELOW. j ------- TOP OF FOOTING . · 1½:~ Fl!Gfr-STRENGTH· NONE SHRINK CROUT 2. DE\'!lOPMENT !ENC'Tll·OF EPOl(Y-COA'IEI> EtARS SHAU; BE TAl(Ellf AS 150 PERCENT Of 11-IE SCHEO\JLID LENG'IH. 3. SPtlCES OF HORIZONTAL REINFORCEMENT IN WAI.LS SHALL BE STAGGEREO. 4. SPI.ICES IN WALLS CONTAINING lWO-CURTAINS OF REINFORCEMENT SHALL NOT 3"-6" '----1"11 HEAOEO A. B. OCCUR' IN 1HE SAME LOCATION. EMBED 18" INTO CONCRETE T. IN FIRST F fl' 8" OC. TYP LINTEL REIN • . . SIZE TO MATCH WALL VERT. RElNF. WHERE WALL LINTEL DEPTH NCS PER OWGS T & B OF VERTICAL BARS. MECH. VER CE 2-(15 HORIZ. @ 8" CMU 2-(16 HORIZ @I 12" CMU TYP. ABOVE ANO BELOW OPENINGS LL, TYP."\. ., TO NEAREST K MODULE • = ,., .. •·-,·. I.,., s•-4• J •_a• 8'-0" 41-0• SIZE MAX. MiN MAX. MAX. BLOC . ALL U.N.E>. BOND BEAM UNITS (INVERTED) • FULL • EA. ING , , 2-f/5 VERT HEIGHT TYP SIDE OF OPEN @ 8" CMU 2-(16 VERT HEIGHT TYP SIDE OF' OPEN @ 12• CMU • FULL ~ • EA. ING U.N.O. , \ I I ~ 2'-6" ~ _A, EN , TYP. I I I -I I I I I /T I/ I I I i I . I " I ' I I I I ~ /r: A tt ~ /\ \ I I I I I I T >! y I r ....__ I I I -o 'lo 2:• I I I :::;:z; I "' I ::, ·r I I I I I I I I I I I I I I I i ,t-DOWELS TO MATCH 1 VERT. RElNF. TYP. I W/1 S1 HKJ I I -"\ i • z 0 ' :::; "' J.N.O. TYP. VERT. BARS U.N.O. ON PLANS AT ENOS. INTER- SECTION OR CORNERS OF' WALLS WHERE WALL IS LESS THA USE /13 TIES PIER WIDTH \_ CONT. W ALL FOOTING N 3'-0" @ 8" o.c. •4 -SEE DETAIL / " 1 TYPICAL CMU WALL REINFORCEMENT AT OPENINGS MIN. EMBED PER SCHEO. U.N.O. ON PLAN MIN. EMBEO PER SCHEO. U.N.O. ON PLAN PLATE ANCHOR BOLT ....-,-'~,--,..,,..-HEADEO ANCHOR BOLT • ·11-.. i" MIN. • ® SECTION \o!RTICAL MIN • HEAOEO ANCHOR BOLT ., ANCHOR BOLT @ SECTION t~:·r~ . • J,1 ~; ~ . ·-·; .• ... .· ·J 1½" BOLT SIZE MIN. EMBED. ½" 4" ..-a• 4• J MIN. -· ¾" 5• 12db 'Is" 6" 1" 7" PLAN NOJE; MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS WliH A MINIMUM EDGE DISTANCE OF 6 DIAMETERS AND WITH A MINIMUM OF' 6" TO ENO OF' WALL di; :~·~--· ' ;. 1" "''"'· 6" MIN. fi\_TY.;....;;...;..P_;;.IC;.;::.A..;.;;;L.;...C=M..;.;;;U_A.;...N_C=H=O-'R_B_O...;;;.L T__._(A._B_,.}.._ __ '-J LAYOUT HORIZ. REINF. ,-----STEM WALL !!I RANGE CONTROL 'vtRTICAL RE!NF. IN STEM WALL PER LU ~ 1-----DIMENSION-UNE-ON.-WALL--ELEVATION ff WALL HORIZ. REINF'.-~ I/ ---'VERTICAL REINF. EACH FACE PER WALL ELEVATION 12 LAP PER -.;._+-------' 568 'I a GI Ur;t'u~ XP. 3.3\,\D THE INCLUDEDCR.+,W!NGS, SPECIFIO.-.TIONS. ID~ DESIQNSAND ARRAMGEMENTS REPfUiSBITE□ THEREBY ARia ANO SHo\l.L RS!WN Toi!; PROPERTY OF AAlol. CESIGN OROUP AND NO PNU TiiEREDF S,w.t. BE COP JED, lliSCI.OSED TO 011-IERB OR USED llt IXINNI.CTION. Wint ANY WOFiK OR PRO..IECr OTHER THAN THE. SPECIFIC PRO.IECI FOR WHICli THEY HoWE. BED,i PRE.?ARE.l)N.ID DEV6.0PED WITHOUT ToiE. WAITTBI COWSE.IIIT Oi' RR.M. DEBKiN. GROUP. 'lltiUAL.eut.V,CT WITH TIIESE OAAWllilGS □RSPE.CIFICA"l'IONS St\o\1.1. CIJNSTITIJfE.CONCLUSI\IE. EVIDENCE OF ~ANCE OF Tl-ESE RESTRJ(ITl□NS.. SUlMITTAI. O1'- THESE DOCl,.li.ENTS FOR PUBLIC AGENCY REVIEW SHALi. NOT BE.CONSIDERED A WAIVE;R OF Rm.I DESIGN. GROLPS RIGHTB. RRM DESIGIII GROUP COPYRIGHT' 2008 RRM Is a Califomia Corporation 'i-_, :) CD !/l -< ~ 0 -..I --0 (.) N <C 0) LL <( C, (.) z ,::, -z n:s -.Q ~ II) z .:: 0 I-n:s F !!, ~ (.) "' ~ w w 0 ~ 0 z z 0 vi 0 C: 5 w 0. 0 "' U) ;:::: w 0 ~ 0 ,_ ID u, IO ~ N -LL September 09, 2009 ti) -' ~ Q -' ,c( (.) a: ~ ~ z 0 U} ,c( ::!: ~_._1_._10._75'"-'-7=-0 _ '"' S-6.1 ;::I ::::=::::l~C:::I:::I:;:111!;:;r111;::r. 0 =E=!=111G=c=DE=~=AR=~=Ms=EJ3=T=AD==== 2 = 4 = 8 =:-lt-~~--~-0 -IMPROVEMENT Pl.ANS FOR: ~ :E::.---- CARt.SBAO JO/fff FIRSTRESPONDF=R TFMINING FACILITY ~ G) al MASONRY TYPICAL DETAILS I-'> ~ 0 Ch f-----.:>.-1.AP-SPI.ICE-IN-MASONRY-SHALLBE..MIN....~-BAR..O..._ __________ _'.__ __________________ -An OF FOOTING TO MATCH SECTION w/ ¾"x3"x3" ANCHOR tl>'S TTOM-OF-BtlltDINCrF'OOTING---------------------~~~':!---~-_ _'_ ___ _:_ _____________________________ __j_ ' -w l'V ' ~ - ----_.i:,._ I-'> ____ -- (X) 0........;.;;.;MA;_;;S;;;;_O;;;_;;N.;;.;R.;;.;Y;...;LA=..;· =P-'S;.;::.P...;;;;L;;.;;IC;.;;;:E'---------, .... I 9 \. , FREE STANOfNG CMU WALL ON TOP OF RETAINING WALL 0 _5.;..TE~E=L....;;C....;;O_;L..;_UM.__N_A'--D_JA.;...Cc.-E_NT _____ _ TOCMUWALL 08 !!2/ 08!!2_Sfi! 09/0!/09 0 DETAIL DWN BY: ___ t PROJECT NO. CHKD BY: ---1 %~-· RVWD BY: DA I DRAWING NO. 463--l _/ - t::i "' ~l ~ -~ ~ ------,L-- S'TEELBM. PER PLAN 11:," lHK. x 8" t ½" SHIM ts WEDGE SHAPED J--,o/,c-6....--<1TYP. 4• A • ,--½" '!HK. END t. FACE OF ~ TO MATCH "CMU" WALL BELOW. ~-½" Slft'FENER t EACH SIDE OF WEB J 1"x8" BASE t W/ 2-¾"11 HEADED ANCHOR BOLTS OVER 1½" HIGH S'TRENGTI-f NONSHRINK GROUT. • S1EEL BEAM PER PLAN 1!1.e.+4'~,r--DOWEI. w/ STANOARD 90" HOOKS. SIZE &'. SPACING TO MATCH WALL REINF TOP OF CONC. FILLED DECK 1" x 8' BASE t W/ 2-¾"11 HEADED ANCHOR BOLTS OVER 11/2" HIGH STRENGTH NONSHRINK GROUT. SLOPING BEAM PER PLANS-.....JI CONC. BOND BEAM-~ NQlE:. WALL REINFORCING 'THROUGH CONC. BONO BEAM NOT SHOWN FOR CLARITY 8 -- • {/5 OOWEI.S __]18 @ 16" o.c. 36 ,,--VENEER SYSTEM PER ARCH. ,,,---11:," THICK STIFFENER t EACH SIDE OF WEB SHIM t•s 1'-4" TYP. U.N.O. ,. MAX. PERC~:) 1----------,,,L-------~.=i'tt-::.::'.. _______ .=J ~-ANCHORED VENEER TIES, SEE ARCH. 1-"T':"'?"I ,...--12" 'MOE CONC. BONO BEAM W/4-1/8 LONGITUDINAL AND 114 TIES @ 9" O.C. TOP OF BOND BEAM @ 14'-3" ON GRID "K" TOP OF BOND BEAM @ 13'-4" ON GRID "P" BOT. OF BOND BEAM @ 12' -8" ON GRID "K" BOT. OF BOND BEAM @ 12'-0" ON GRID "P" ¾"ti HEX HEADED A.B'S. @ 15" O.C. TYP. U.N.O. FOR TYPICAL A.B. PLACEMENT SEE~ ~ SPLICE i½" x 3½" x 1'-0" TYP. U.N.0. WHERE LEDGER IS DISCONTINUOUS TYP. @ SECTION A--- CMU WALL-.../ 12" 'MOE CONC. BONO BEAM W/4-1/8 LONGITUDINAL ANO 114 TIES @ 9" O.C. TOP OF BONO BEAM l!!l 13' -r BOT. OF BOND BEAM @ 12' -0" WALL VERTICAL RElNF PER PLAN 0 STEEL BEAM AT CMU WALL 0 1-TY_P_IC_A_L_M_E_T_A_L _D_EC_K_L_E_D_G_E....;R ___ _ ATCMUWALL 10 STEEL BEAM CONNECTION AT TOP OF CMU WALL #5 CONT.----~ SLOPE 2" CLR. 8" CMU BETWEEN I STEEL BEAM. SOLID I• GROUT VOtO AT STEEL I BEAM PER B I • I I I I I I I • 2" CLR. 36 #5 DOWELS r- @ 16" o.c. 171 ALTERNATE BEND SLOPE LEDGER PER DETAIL@ OFFSET A.B. ON S5.4 011-IER SIDE OF WALL #5 DOWELS W/ 180" BEND EACH FACE @ 16" 0.C. AL TERNA TE SIDE CONc. BONO BEAM PER® Q_co_N_C_R_ET_E_D_EC_K_A._T ______ _ \J CMUWALL :f-5 1~~ 36" 112· 16 GA. CLOSURE II! BLOCl<OUT AT BM. FULLY GROUT AFTER ROOF SLAB COMPLETION-~ WALL VERTICAL REINF. PER PLAN, EMBED. INTO CONC BOND BEAM w/ STANDARD 180' HOOKS---.... CONC. BONO BEAM <I <I a· <I <I· l 12· MAX l F » I <I. <I. 12· MAX l 1 '---#5 EACH FACE 10 TOTAL AT BEAM 0~ST.:..:E=E=L:..::B;.;:EA=-=M:..:.A.:.;;T-:C:.:.:M:.:.::U:...W:.:.:A:..::L=L=------ r--,S CONT. 16" WIDE BLOCK OUT, FILL SOLID w/ GROUT AFTER BEAM PLACEMENT 4" .--BASE t 1/2" x 5• x 1·-0· 2" CLR. TYP. EA. FACE r======:t==:~.:_-=~=r:r~h w/ 2-¾" II A.B. 3" MAX. 16" a· 8 ID 2i +--,r+--". . .--+-.---r-.,J,,,---TYP.IIERT. WALL RE!NF. STt.. LEDGER PER DET.8 ~ 3• '----1½" HIGH S'TRENCTH NON-SHRINK GROUT VENEER PER ARCH. --------------. ------- TYP. VERTICAL---' REINFORCING PER WALL ELEVA 110N NOTES t BEAM t BEAM STt.. LEDGER PERDET.8 ~ i. a• i.1• l4-i_ a· i, Ea. 1. EO. i. l 3'-0" MIN. • I. • + + + + 2-¾"tl A.B. BETWEEN BEAM ....--' I ,. I + + + + + + C12 x 20.7 @ Wl2 x BM. C15 x 33.9 (I Wl4 x BM. MC18 x 42.7 @ W1B x BM. + + TYPICAL WALL VERT. RElNF. 1-----..i.--B-¾"11 HEADED A.B'S. TYP. AT BEAM NQ1E:. ALL ANCHOR BOLTS TO BE HEX. HEADEO, FOR TYPICAL A.B. PLACEMENT SEE~ ~ 0 _TY.,;,_;;,,,,;.P...;..IC:;.;.A.:;;L:..;;B:;.;;EA:;;..;;;.;;M.;..;L=E=D_::;G.:;;E.:..:R _____ _ ATCMUWALL ~-SPECIAL VERTICAL REINFORCING FULL HEIGHT EA. FACE AT BEAM. -4ll'ALL +3'-4" .,.-,---,r, ----- 2-15 TOP---1-,--i-.t• --#5 @ 24" O.C. HORIZ. '--#5 l!!I 16" O.C. VERT. -■-.a.-..! ALTERNATE BEND IN FOOTING • I FINISH SLAB EDGE OF FOOTING BEYONO L3½x3½x¼ @ a·-o· o.c. MAX. SPACING;---,. 2-15 CONT. 5'1's" EMBED-~ 8" CMU WALL TI'P. U.N.o.-~ SH~ANZ II METAL DECK@ WELDS PER S7.1 METAL ROOF DECK PER PLAN L ROOFING AND INSULATION PER ARCH. DWGS. ------ S1EEL PURUN PER PLAN-~ L 5 x 3½ x 'Va (LLV) CONT. LEDGER 8011-1 SIDES OF CMU WALL. FOR TYPICAL ANCHOR BOLT LAYOUT 4! SPLICE DETAIL SEE EB 0 TYPJCAL METAL DECK AT CMU WALL B" CMU WALL TYP. U.N.O. 4-#5 CONT. 5¾" A.B. EMBED ETAL DECK@ WELD PER S7.1 METAL ROOF DECK PER PLAN PER ARCH. DWGS. r ROOFING AND INSULATION HOR. SLOTTED HOLES IN PLATE PER • LEDGER ffi FOR TYP. A.B. LAYOUT AND SPLICE DETAIL (' 2 '!~TY.;_;_:Pl..::.C.;..;A=L=B=EA~M..::.T..::.O..::.L=E=D..::.G=E.;;..;;R..::.C..::.O_N_N_E_CT_I_O_N_ '-, ATCMUWALL 6 CMU WALL---✓ HSS 6 x 2 x ¼ S1EEL COLUMN w/ ½" X 12" X 1'-0" BASE le 4-½" ti HEADED ANCHOR BOLTS--~ #4 x 2'-0" @ 32" o.c. HORIZ. i WALL I ......._ __ 14• 2·-0· @ 32" O.C. HORIZ. '1;J O · 68 "' "' C:· r ~ 1110~ I 09c ~~ F CAllf<:i £x~ 3_3,-10 THE INCU/0~ DRAWIJIIGS, SPECIACATIOHS,. IDEA&,. DESIGNS ""6!). ARRANGEMe.t. TS REPRESENTED THEREBY AR£ ANIJ Sl'W.I. REW.IN. THE F'kOf'ERTY OF RRM DESIGN. QROU? AND NC PAATTHEREOF SHAl..l.. BEOOPISJ, lllBGUl6E:IJ 100111:HS ORUSEIJ IN CONNl<CTION Wint ANV WO~ ORPROJE:CTOTI-IER THAN. THE.~ECIFIC ~CT FOR WH!CH ntE'r HI.VE BEEN PREPARED MO DEV=LOPC,O \'Vil HOUT Tl-lEWRITTBI CONllE.loTOF -IJESIGN.GKOUP. Vl6WJ.CONTMITWmt Tl!ESE DRAWlNC& OR Bl'ECIFl~TIONB SHAU.CONS II I I.ITE CONCWSIVE E\IIDENCE OF ACCEPTANCE OF THESE llaITRJCTION6. 6UIIMITTAl.af' THESE OOCIJMEtllTS FOR PUBUCN3ENCV REVIEW SHAU. NOT BE CONSIDER.ED A WAIi/ER OF RRM. DE.BIGN GRIJUP'5' a!Qt-fr&. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation "' I!! < < Q Q i--I ::> CD en li <( ~ = " .. ~ 0 -..I .... -0 (.) N ~ c,, < C, (.) z ,, .,, -z 11' ...J -.0 ~ ~ "' 'i: w 0 I-11' ~ a= (.) LLI z Q 11' 0 ~ ti) z ~ 0 C: D. 0 (/) ·-... LLI 0 ~ 0 I-co u, I(') ~ N -t.L ~§ = " ~ ! -- ::" 1-" s.ptoml>er 09, 2009 ".dwg ·-1107570 ... S-6.2 --~--- 'k~t---~---------~---~---~-----------~~~--~------------------c\~-------l--~l~------~~-f----~~---~-;r, -i---~_jL:::::i=,=--15 EACH FACE ------1-- - 1-si=iEETl CITY OF CARLSBAD I SHEE;TS [ ~ ___ ENGINEERING DEPARTMENT 248 1-----------,,,.------=c I I • • • @ ELEVATION A_::..::..;=---'-- 1------- Q_S_MA_L_L_S_T_EE_L_B_E_A_M_T_O _____ _ \!::,J MASONRY WALL ' g' PLAN VIEW OF SPECIAL VERTICAL ~ , REINFORCING AT STEEL BEAMS 0 STEM WALL AT RANGE CONTROL 08 112/ -08112-;.S62-09/0.J'/09 ....__CMU WAL!, • 0 ..::.P;..;;LA~N;...,;Vl..::.E=W;.c_;;:.O..;...F..::.S_TE=M=· ..;...W.,;_A,;.;;L..;;;.L __ _ AT RANGE CONTROL ---IMPROVEMENT PLANS FOR: CAR!SErAD JOINT F'/RSTRESPONOER TRA/IWNG FACfLfTY MASONRY DETAILS DWN BY: I CHKD BY:~-- RVWD BY: __ PROJE;CT NO. '361'E- I DRAWING i-10. 463-l _, ,---#5 CONT. ---EOOE PER G~.J a• DEEP NAILER 1a 114 oowas r:- @ 16" o.c. l!I A35 EACH sruD--,,,, 2x4 STUOS @ 16" o.c.---. w/3/4" fl T.W.S.@ 16" O.C. SLOPE roNC. L5x3x'4 (LL\/) w/ ¾" fl A.B. @ 16" O.C.--' ,, I I , ,, #3 DO'tta --, 12" EACH FLUTE I '---STEEL BEAM PER Pl.AN '--\ ~ '-oS1M. 2 X 6 JOISTS @ 16" 0.C. PA18 @ 4'-0" O.C., PROVIDE 3x6 JOIST AT PA ANCHOR--' "U" HANGER-------J 3 x LEDGER w / ¾' fl A.B. @ 16" o.c.----' ~l=!I '---BOND BEAM PER 8 10 SECTION AT CLASSROOM 2ND FLOOR LEDGE OUTSIDE FULL HEIGHT WINDOWS SOUNDPROOFING OF GAP BY ARCH. ½" ti HIL TI KWIK BOLT TZ @ 48" O.C.. EACH SIOE OF CMU WALL-----,. TOP OF NONBEARING CMU WALL • Q. ,....... ....... ;!:< -<.0 '---L 5 x 3½ x '4" x o· -s"(LLv) @ 48" O.C., EACH SIDE Of CMU WALL 00 NOT BOLT ANGLE TO CMIJ BRACING AT TOP OF DEMISING WALLS PERPENDICULAR TO DECK 2-½" fl HIL TI l<WIK BOLT TZ EACH END, EMBED 3½" CENTER ON BOTTOM FLUTE-- ii!¾,• X f2' @ 48" o.c.----' L 5x 3'12 x '4" x 0'-6" @ 48" O.C. EA. SIDE ---oo-NOT-BOtT-1\NGtE--- TO CMU WALL SECTION NONBEARING CMU WALL SOUNDl'ROOFING MATERIAL BY ARCH. -2•_ - TYP. BOTTOM OF METAL DECK.--, 6" MAX. 1'I r-----------~®--"~;.c...;;__'A_llO_tlf __ r 'I 12 .. J BRACrNG AT TOP OF DEMrSJNG WALLS PARALLEL TO DECK 08 I 12/ 08!!2-'-CSti:.J 09/01/09' HOLOOWN WHERE OCCURS. SEE PLAN FOR HOI.OOWN TYPE. EMBED ANCHOR 12" INTO roNC. BONO BEAM BELOW.---- 3 x NAILER W/ ¾"fl A.B. & .229" x 3 x 3 If! WASHERS @ 12· o.c.-------- #5 CONT.--- SHORE DECK EDGE AS REQ'O-J BASE 11! 1" x 12 w/ 4-¾"ll HEADED ANCHOR---/ 11/2" HIGH STRENGTH NONSHRINK GROUT·--J 16 x 16 CONC. BONO BEAM w/ 6-fl LONG. & 114 TIES @ 9" O.C. 11 ---..--½" STRIJC I SHEA THING BOTH SIDES OF STIJDS w/ NAILING Of 10<10 4" o.c. EDGES & 12 O.C FIELD FOR CONDITION "7A" ~-CUT METAL DECK TO EXPOSE CMU BELOW 1/4 DO'tta.S 18 @ 16" o.c •• ~ EACH SIDE LTOP OF BONO BEAM @ 11'-4" '------CMU WALL & LEDGER BETWEEN STEEL BEAMS PER 6u -~--~ \_ SIM. BOTTOM OF BONO BEAM @ 10'-0" TYP. '4 I I 1, • N _.,._ :!I~ I ® cut DOl'!D.S e: 'i ' 1, ' ., • '---STEEL BEAM PER PLAN '--GR01UT SPACE BETWEN "CMU' STEM PER 8/56.2 ~-5-1/4 TIES @ 4" O.C. AT BEAM ----BEAM ¾" x 3x 3 ANCHOR ii! '--DOWELS TO MATCH WALL VERTICAL REINFORCING ©--- 7 FLOOR BEAM SUPPORT OVER INTERIOR WALL e--- '4 BACK ii! ½"--- WEB TO BACK ii! ¼ BASE~ PER FIRST 4 TIES @ 2" o.c.---UWJ NOTCH BOTTOM OF BONO BEAM AS REQUIRED-FOR - SOFFIT .,----STEEL BEAM PER PLAN ,---FACE OF CMU WALL BELOW roNCRETE BOND BEAM ---•CONCRETE BOND BEAM BELOW ,---1~ ¾' X 6" @-S_EJ_C_llO_N_--__ --(16 x 6'-0' A706 DRAG BARS CONCRETE BONO BEAM roNCRETE BOND BEAM ---- roNCRETE BOND BEAM PER • ., " 3 x NAILER w/ ¾ "e A.B. @ t2" 0.C., EMBEO 7' INTO CONC. BOND BEAM WITH .229" x 3 x 3 ii! WASHERS #4 CONT.----- 11! ¼" X 9' X 3' @ 48" o.c.-------. MIN. 2" BEARING FOR METAL DECK---._ 15" WIDE CONC. BOND BEAM w / 4-118 LONG. AND /14 TIES @ 6" O.C. r.:G\ \jy ffi 0.. 5 • 11 t I 11 • _,..r--½" STRUC I SHEATHING BOTH SIDES Of STIJDS w/ NAILING Of 10d@ 4" o.c. EDGES & 12 O.C FIELD FOR CONDITION "SA" ---HOLDOWN WHERE OCCURS. SEE Pt.AN FOR HOLOOWN TYPE. EMBED ANCHOR 12" INTO roNC. BOND BEAM BELOW. ~-E.N. ~:-Pl---< WELD BEroRE CONCRETE PLACEMENT ----,#4 DOWELS 718 @ 16" o.c. EACH SIDE '--L6x4x~18 (Uv) roNT. EACH SIDE '---¾" x 5'4" WELDED SlUOS @ 12" O.C. EACH ANGLE ---c__BOTTOM OF BOND '--¾" x 3 x 3 ANCHOR ii! BEAM @ 11'-4' ~-4 x 6 LEDGER "/ ¾" fl HEAOEO ANCHORS @ lB' O.C. WHERE CE1Ul'fG OCCURS 2 x 6 C.J. @ 16" o.c. IN 'U" HANGERS WHERE OCCURS , ' I 5 WALL SECTION AT PERPENDICULAR I,. .; DECK CONDITION C? cp ' I ... 2 S8.3 ~-----'-J..::::'.j:::,Jj \ l I '~~"'-' ,.._ ,.,.,."' I I • ,___ANGlE EACH SIDE OF WALL PER® COOROINATE SEQUENCE Of COl'fSTRUCTION TO ALLOW FOR PROPER INST ALLA TlON OF ALL ELEMENTS SHOWN ON ALL DRAWINGS ~ ~I ~, 2x6SnJOS - @ 16' o.c.-------~-"s,-,~ 3 x l'fAILER W/ ¾"fl A.B. & .229" x 3 x 3 If! WASHERS Ill> 12' o.c.-------- #5 roNT.-------.. 1'2" lHK. SilFF. II!---... -----½" 'THICK STRUC I SHEAlHING W/ SPAN INDEX 32/16, NAIL EDGES W/ 10d @ 4" O.C. FIELD W/ 10d @ 12' O.C. ----#5 DOWELS @ 16" o.c. #5 DOWELS @ 16" o.c. 21-0" ' ½" x 8 x 12 B. ii! CENTERED ON "CMU" WALL BELOW W/ 2-¥4'!1 HEADED A. B. EMBEO BOl T 12• INTO CONC. I . I ,,1. .d-+-/,___I _______ ._, /r . L6x 4x ¾ (LLV) W/ ¾ "fl HEADED A. B. @ 8" O.C. TYP. '4 DOWELS TO MATCH WALL VERT. RE1NF.----- • / / ' BOTTOM Of BON-;:--/ ---::;-~:_.:::~~m BEAM @ 10'-0" ':......J • • • 9 • 56.2 CMU WALL & PARAPET OF SHOOTING RANGE ,,.._ __ CMU WALL BETWEEN STEEL BEAMS PER 6u ~ SIM. 14" WIDE CONC. BOND BEAM w/ 4-#8 LONG. AND /14 TIES @ 9" O.C. SPECIAL TIES AT BEAM SEAT PER DETAIL EB 1 FLOOR TO EXTERIOR WALL CONNECTION DETAIL (/6 x 6'-0" N.S. ll< F.S. OF COLUMN --~ HIGH STRENGTH NONSHRINK GROUT I I I I I 11 I I I I I ;i:, - 1" THICK BASE ii! t COL. r---SHEAR ~ PER~ ' 2· ~ '---WOOD NAILER PER6u @---~ FINISH SECOND FLOOR FOR INFO NOT SHOWN SEE DETAIL@ CONC~ BEAM PERtb ORe '-----¾" 11 HEADED ANCHOR 2 STEEL COLUMN BASE TO WALL TOP CONCRETE BOND BEAM CONNECTION LEDGER PERe ~-!FINISH ROOF CONC. PER PLAN • #5@16" O.C. VERT.--.1 " ~ (J a: NIU I ot '(J~'i'- XP. 3-3l•I() Tl-IE IMCI..UDED DRAWINGS, SPECFIC"-TIQNS. IDEAS. OiiSIGNS.At.0 ARRANGEMENTS REPRESENTED THEREBY ~ANl,l Sk1AU. Ri;M,O,IN THE. PROPER.TV OF flRM DESIGN GROUP N,ID NO PART ThliNEOF SrW.1.- BE. COPIED, DISCLOSED TO OTliERS OR.U8ED IN cotlNiaC !'ION WITH Al'fY WORK OR PROJECT OTHER nw.t THE 6P1::CLFIC PRWECl eCRWHkCH Tl-let' HAVE BEEN. PREPARE0 ANO DE.YB.OPED WffliOIJT THE WRITTEk CONSE!IIT OF RRIIII 015916111 GROUP. "1SUALOONTAC'T Wmt TMESE.DAAWll<IGS OR8PECIFIC4TIONS.9HAl,.l. Ct>ISTIT\JTE. OONCl..ll81VE E\IIUliMCe OF ACCEP'TAIIICEOF TMl:SJ!: Ml,SmlCTlo.14. Sl.lBIIIIITTAL OF rHE;SE DOC\JMl=NTS FOR PUBLIC AGENCY ~VIEW S'1ALL NOT Bia. CONSICEaRED A. WAIVER OF RAU DESIGN GIROIJ>'S. RIGHTS.. RRM DESIGN GROUF' COPYRIGHT 2008 RRM is a California Corporation • I--' :::> co (/) \'i <( ~ • l"l ~ if " r; ~ o 0 ~'!! ~o • f " ~! 0 0 ~ 0 -..J ... -0 0 N < (7) IL c( Oo z ,:, II) -z ra -I -.0 ~ ~ "' .:: w Q I-I'll ~ a:: 0 w z a I'll 0 ~ U> z < 0 C :;; Q. 0 U) -.. w 0 a:: 0 I-co 0 IO a:: N -u. --::· • Seplember 09, 2009 , .. , '.rlwg --1107570 -S-6.3 OUND-CONC '1110 BEAM W'lln!El:OW-sTOOS-------n @ -EACH STEEi. ANG!r • ~ CIIJrNE:~!G~1ill~~AD ~ IMPROVEMENT PLANS FOR: CARLSBAD JO/NT FIRST Rl:SPONDER'i Mk FACf!.m' ® SECIION s--- ------------------- ( 9 "': STEEL BEAM TO WALL END 1o. , CONCRETE BOND BEAM CONNECTION 1• THICK t SAME WIDlH AS CMU. SHORE UNTIL CMU ABOIIE -------------------------~..___,__,_ ~~D_ES_I_GN _ _,, -• t,--:t~RCH. --------rv.>------------ 0 WALL SECTION BETWEEN GRID "M" & "N" 3 WALL SECTION AT RANGE CONTROL ROOM LINTEL MASONRY DETAILS "' -::::r 0 It) It) ~ ..... ,... G) Cl'\ w .i:,,. 0 en -w -iv I ---- .i:,,. ,... 00 CMU WALL~! ff9 DRAG BARS I ':,,I ~-EDGE OF CONCRETE BOND BEAM BELOW ON STORAGE SIDE ®-------------'--------' @ PLAN VIEW SlEEl BEAM PER PLA ½" • 4' x 16" PLATES EACH CONCRETE BOND BEAM AND SlEEL BEAM /I '--SLOPED LEDGER PER~ ~ CMU ABOVE----. LAP PER "12/S6.1" -~ lfJ 11ES @ 16" o.c.---. METAL DECK ROOF---. LJxJx¼ SLOPEO LEDGER--' 10 S5.2 z ::; DOWELS TO MATCH WALL 1/ERT. RE!Nf". ;.a. a· '-.+--15 @ 32" o.c. 7 8" TOP OF MASONRY AT BLOCK MODULE ~-4-18 15 CONT. SIDE OF WEB---' BOTTOM OF -1----1--"-''-"'~"-'_L_JL..,4 .f-_L_.'--IL...L-Z....,'-IL_L_L.A'--"--4-CONCRETE BONO #4 11ES@ 12" O.C. 12" x 12'-0" LONG CONCREIE BOND BEAM l 12· 1 L • !v,. ® ELEVATION BEAM @ 12·-o· © SECTION c--- 10 DRAG DETArL ON GRlDS "10" & "12" AT GRrD '"F" .....--2-ff9. 10·-o· A706 DRAG BARS EACH~ A ½"END~ BEAM & CONC. WALL • .. N ' -,---"----.c-~WALL CONT. . " !; WHERE OCCURS I ;I -- ,==;, • • L ' ' . • "-- TOP OF" CONCRETE #4 11ES @ 12" o.c. '----1..-1'2 x 12 x B PLATES TOP OF CONCRETE WALL--. @ SECTION @ SECTION 11 STEEL BEAM TO CONCRETE BOND BEAM DRAG DETAIL I. 12" l SIDE PLATES ¼" THICK--~ @ SECTION I. 1 5 S6.3 2-P • 8-0" A706 DRAG BARS FIRST 4 11ES @ 2" O.C. ----------------------·-------•--·- 0---FL_OO_R_B_EA_M_D_RA_G_D_Et_A_fL ____ _ 08 I 12/ 08/ l2_S6"1 SlEEl BEAM PER PLAN ¼ ~½" ¼ -~ : fF]: 'b I I I SlEEl BEAM 10 ¼ PER PLAN S5.2 @ PLAN • "' ~-,Sx6'-0" A706 14"".,.,__,C..C...'-"-"-.L~.L..1.'-f' DRAG BAR 4 <I ·4 @ ELEVATION 0 DRAG DETAlL 3 11ES @ 4" 0. c. • o.c. 11ES @6 @ NOTCH 3 11ES @ 4" 0. 118 BAR A C. \ .... ' ---- , ~ ~ L . ~ ~I - II ff V . ' ~ ~ b ' . ., MQIE.. BEAM IN PERPENDICULAR OIREC110N NOT SHO\\N FOR CLARITY CONCRETE BOND BEAM PER@ S6.3 ~NOTCH BONO BEAM -@ STEEL BEAM 1~71 IL -,di ~ • 0 ' ., !='--========; • ~ STEEL B~!!_) "' t-PER-PLAN · ~-NOTCH BOND BEAM @ S'!EEL BEAM @ SECTION . ' - -----------.----------,-~---~----- ( g '! BOND BEAM NOTCH ,. ~ AT PERPENDICULAR STEEL BEAM 0 "'8" x 5" x 9" PLATES EACH SIDE OF SlEEL BEAM---' LEDGER ANGLE PER ffi @ SECTION ANCHORED VENEER 11ES PER ARCH •. --"" ,,r--1/ENEER PER ARCH. CR!CKE1'3 5¾" BLOCK OUT IN CMU WALL - AT SlEEL BEAM, GROUT SOLID Af"IER BEAM PLACEMENT ,,,.--L 8 x 8 x ¾ GALVANIZED PER ARCH.r\"' ----t-,i,----in,<.-;,r w/ '1/4" e HEADED ANCHORS @ 16" O.C • L~~&S;c;.3 __ SEE_ARCH. FOR BOTTOM_QF LEDGER 4• II q> II I II II II "--SHEAR~ & BOLTS PER~ ~ SHIM PLATES PER , I \. 5 8 S6.2 • • • '--'BASE le 1'x12'x1'-4' ~--12' WIDE C0NC. BONO BEAM W/+-#8 LONGITUDINAL ANO #4 11ES @ 9" O.C. ~-i;rr.-~i===-BO~TTOM+ OF BONO BEAM@ 10'-B' LAP PERL!U ~ STEEL BEAM TO STEEL BEAM CONNECTION THRU CMU WALL AT GRID "F" GROUT POCKET AFTER STEEL 1 '---CMU ABOVE CONC. BONO BEAM BEAM PLACEMENT--,,-, @ SECTION -""-+-SAME AS@ BO"!JOM OF ~O _ _ '-7'1H--'t"r-' BEAM @ 10'-8" "--12' WIDE CONCRETE BONO BEAM W/ 4-P LONG. 'I' _..-+----&...#4~TIES_@_T2" __ ~=-=---·~·· ·--···-- @ SECTION ... -0 . SECTfON ATE'QCJfPMENT STORAGE CONCRElE/MCTAL DECK ROOf PER PLAN 30" 2' CLR. METAL DECK ROOF PER PLAN LEDGER PER~ ~ 15 DOWEL ---, , @ 16" o.c. 112 ----'-"-1---Y" MQIE;.F'OR INFO NOT SHOWN SEEEB • • WALL VERT. REINF. w/ 180-HOOK INTO CONCRETE BONO BEAM '---DOWELS TO MATCH WALL 1/ERT. REINF. w / STD 90' HOOK LAP PERL!U ~ 0-s..:...E;:;.;C;;_;T..;...IO;;..;N..:...A--T_S..:...H_O;;_O;;_T....;rN __ G;;._;..;;RA_N_G_E_W_A_LL __ --r....-r-'Nr--=-.---LEDGER PER EB 2 ,---VENEER PER ARCH. TOP OF SlEEl @ 15'-6½" MITAL OECK ROOF PER PLAN L6x4x!'\'is (LLV) w / :V4" fl HEADED ANCHOR BOLT@ 16' O.C. SPLICE AT STEEL BEAM PER(f) WALL SECTlON AT P.O. SPEClALITY VEHICLE PARKING I t1 I I ti I I ' 6 S7.2 ·-I ' (I) I w I t <I Iii- 4 • 11 11 I ----S'IEEL COLUMN PER PLAN 2-f6 X 6'-0"" A706 WELOEO DOWELS TO PLATES---' 1½· "--~ :v.· x 12· ,--..-.:cc.o__ '1'----1'2" THICK FACE t CONC BONO BEAM PER~ @ ELEVATION '\§1 CMU WALL ABOVE & BElOW ,---CONCRETE BOND BEAM ABOI/E PER~ NOTCH· BOIIIQ. BEAM ABOVE STEEL BEAM PER PLAN '\§1 Tl-I&. INCLUDED DRAWINGS, SPECIFICA.TIOWS,, 10EAS,. OESIBNSAMD ARAAMGEMetTS !ti:PRESENTEC TKER!:BY ARE ANO SI-IAU.. ~/tl Tl-II: PROPERTY OF RFtU DESIGN ,;iROIJP MO MO PART THEREOF SH,l,LL 111:.COFIEO, D!SCI.OSED TO QTMERS CR l.>SED IN. CONNeCTION WITI-I NolY WORK OR t-'Ro.lECT OTHS'I. THAl'I fHE SPEC!t-lC PR0..1..CT FOR WHICH THEY till.VE 81:EN ~WAND Dii;.VEUJPED WITHOUT THI: WRIH~ OON6ENT or RRlllDhli!Gr.'3ROUP. V161.W.OONT...cl WITH. THESE DRAWi= ORSP=CIFC,.T\CN.a SHALL CON6fl I UlE oor.GUISIVE. EVIDENCE OF ACCEF'TANCE.OF THESE RESlHICTlONli,, SU6MITTAL. OF THESt UOCUMENTS FOR PLJEIUC AGENCY REVlew SHALI.. NO r BE CONBIOl:REOA. WAIVER OF RRM DESIGN GROUP'S ffiOHT&. RRM DESIGfll GROUP COPYRIGHT 2006 RRM is a California Corpo, atio. t 1---' => CD V) \', <( w " m mmr:: ~ 0 -..I ..... -0 0 N < O> b. < 00 z "O "' -z Ill -' -.c ~ ~ Ill -w .. 0 ~ Ill ~ a:: u w z 0 Ill 0 ~ U) z < 0 C == 0. 0 ti) ;:: w 0 a:: 0 ~ IO N • 1107570 . ~ CIIJrNEERING DEPARTMENT 24B TYP. @ PLAN VIEW 0~0RAG-OETAllc-- IMPROVEMENT PLANS FOR: - - - - CARLSFJAD-JOtwrF/RSTRESPONDER~TFWIVING FAC/LrTY MASONRY DETAfLS • 16 x 16 PILASTER w/ 4--18 VERTICAL AND 14 TIES @ a· o.c.---' f.;;\~P:::::-LA7:N:-:-:V:'::f~EW-:-.::O:-::F-:"'.P~ILA~S_T.;;:;.ER-'-"-____ _ \..::.,J AT MIDDLE OF WALL L r I I I L DOWELS w / STD 90" HOOl<S TO MATCH CONCRETE BEAM REINl'ORCEMENT @ CONDITION AT INTERIOR WALL ~-DOWELS w/ STD 90" HOOKS TO MATCH CONCRETE BEAM REINFORCEMENT @ CONDITION AT EXTERIOR WALL • Q_S_T.,...A __ fR--=-LA ..... N,.,..,D,..,.IN_G_B_EA_M_TO_W_'A_L_L ___ _ \.:.J CONNECTION I I C0NC. BEAM ABOVE : WHERE OCCURS~ I I I 7 16" .,--+-f'! W/ #J TIES @ B" O.C. 12• CMU 0 PLAN VIEW OF PILASTER 08/ 12/ 08112_56.5/ 09/02/09 ------------------------------------------ CURB AT TOP Of BASE Of WALL- BOND SLOPE TOP Of BEAM. TO MA FLOOR TCH \. BOND BEAM LAN, BOTTOM CONC. PER P OF BEA BELOW OF SI.A M O l'-0" BOTTOM B I ...: z GJ "'m ~ ~ ,. ,. 0 0 13 E 18" ,.... ' = .... ~~o --o ... {4 \.=.., -/ 10 , \c -- ~ r... I\ ' I\ [\ • -,6 I\ [\ ~ N I\ "' -I • ~ r... "' .... c.. I\ " 5 I\ [\ 1' - . ·-----,-. 1----~._ --· .. -,_ • 2· I', I', I', I\ [\ I\ [\ "' [\ [\ I\ I\ [\ , . 0 BEAM TO WALL CONNECTION • -,6 "' N -• lYPE "B" REIN!'. "' .... c.. lYPE 'A" REIN!'. 5 SIM. TYPE 'B' RElNI'. PER PLAN SEE PLAN l'OR SIZE OF STEP lYPE "A" REINF. PER PLAN ) "-' SI.AB 1½" MIN. CLR. TO TOP OP or BOND BEAM T REINF. EXTENSION - ' .. . ' 24" 0 a ...: m Zz GJo ls "' V) ,.z 0 < I=! z I.IX .... CD I.I 12-14 TIES @ 4" o.c. , ~RAILING PER I ARCH • I v-MASONRY I PILASTER I BEYOND I I I I I I I I I I SLOPE! I • -,6 ~ N -• "' w a. 5 ln s • 2-P TOP ~0 "' - BOTTOM OF SLAB • "' 14 TIES @ a• O.C. • • _,----CMU WALL PER PLAN ~--14 n TIES @ 10' O.C. ,a· SLAB REINF. PER PLAN • REINF. PER Pt.AN '----1½" CLR. TO BOTTOM _,1,---.J-"t~i=!!:,;;;,,;:::~I, TYPE "A" SI.AB REINF. BOTTOM --'l.--'aoaaF-'.BaaEccAM,.,..---5'1,· -- c., • . ~ ~t--l 1s· NOMINAL l 'I" MATCH PILASTER 1 WIDTH AT ENDS OF CONC. BEAM NOTES: 1. PROPERLY DESIGNED SHORING SHALL REMAIN IN PLACE UNTIL CMU WALL ABOVE THIS BOND BEAM ATTAINS DESIGN SiRENGTH (MIN. Of 14 DAYS AFTER GROUT PLACEMENT). 0 WALL SUPPORTED BY BOND BEAM 18 f5 DOWELS ~ @ 16" o.c. RIDGE LINE WI-IERE OCCURS TOP OF CONC • ROOI' ROOF SLAB • • • • • • BOTTOM OF SLAB TYPE "B" REINF. PER PLAN---' 4" HIGH "BB" UNIT AT TOP OF WALL • • 0 CANTILEVERED SLAB OVER WALL 0 SLAB AT ROOF TOF' TOP Of SLAB BEYOND. OF SLAB SLOPES - ,_ "' .. -' . ,. BOTTOM Of SLAB - . TOP ANO BOTTOM I REINF. FULL LENGTH B WITHIN WIDTH LASTER • -,6 ~ "' -. "" w c.. ~ !',.. -' • - r . / " I/ ,, / / I/ ,, I/ ,, I/ / I/ 14 TIE / ,;v I/ V I; '!,, TOP OF CURB ✓ . -' __ ..... 14 TIE • ~ BENO SLAB REINf. V I, 'i,, -0 ,, I, .... m / / "' L,J / / -•---V / V / I/ 2" CLR. ii v lYP. f 12 '\ ; I/ \-/ -. ' 0 EDGE OF SLAB AT PILASTER CMU WALL PER PLAN • • -i'= ,6 ' ~ V I "' ,l!Sx 6'-0" DOWELS @ 18" O.C. ~ "' w/ 30• EMBEOMENT INTO -:"" V / ~ ~ WALLS AB~ ANO BELOW ............ / / ,. " / I -~---;\ / V TYPE "A" REIN:: Pt.AN"] V V .I / • ' ' ' • • • I \j .. • .. .I ~ ' "' -' • ., • ' BOTTOM OI' CONCRETE _) "' V V ,SOOWELS ~ I/ I~ FLOOR SLAB PER PLAN I/ 01 16" o.c. , / 1,-• I/ -4" HIGH B.B. UNIT ,, , AT TOP OI' WALL ~~ ; / -. V CMtt WAtl PEit PLAN / / V • V . 0 SLAB OVERWALL CMU WALL REIN!'. PER ELEVATION---, TOP OF SI.AB SLOP'El>-"-""\ TYPE 'A' TOP REIN,.-- • BOTTOM OF SLAB PER ARCH---' lYPE "A" BOTTOM REIN!'. VERTICAL WALL RE!NF. EA. FACE PER PLAN AND ELEVATION. 6¾" MIN. @ 2ND. FLR. 14 DOWELS _I 16" @ 16" o.c. 24" --14 DOWELS :,s f28 @ 16" O.C. SI.OPE TO MATCH SLOPE Of MAIN TOP REINF. Of SI.AB ~-#5 CONT. TOP Of CURB -·--------------- THI:: INCUJUED DRAWING6,. SPECllFIGA.TIONS,. IDEAS, DE&IG~S.AWD AR!WiGEMENTS Ra'RESS.T~ Tt!EREaY ARE AND SHALL REw.l~ 11lE. PROPERTY OF RRl,i DESIGN GROUP AND NO l'ART THlcRl;OF SHAU. BE. COP,EO, DISCLOSED TQ CiTHERS ORUSEO IN CONNECTION WITH AN'f WOAI< OR PROJECT OTt,ER THAN TliESPECIFIC PROJECT AJRWHICfl THEV HA\IE BEEN PREP>I.R£DAND DE\IE:LDPED WITliOUT TflE WRITTEN CONSENT OF HRIII DESll3/lo !3ROLJ~. VISUAL CONTACT WITH TflE.!IE 0111.WI~ CA SPECIFICATIONS .SHALL Cl'll,ISTITIJTE C.0'-CUISNE EVIDEP«:E OF ACCEPTANCE OF THESE llffiTRICTIOW.S,. SUBMITTAL. 0~ Tl't.ESE. DOClJMeNTS FOR PUBLIC AGENCY REVIEW SWALI,. NOT BE.COMSIDEREDA.WAIVl!ROF ARM oe.slCiN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Caltf'omla Corporation ~ l\illl ar.;!111111 a. :::s 0 i.... bO c::: bO ·-~:,JJ CLR. lYP. ll2½· U) Cl) "'O @ SECTION 0 SLAB TO WALL CONNECTION CMU WALL RE!NF. PER ELEVATION #4 DOWELS _I 16" "" @I 16" o.c. 24" 0 "' u.. ~ ~Zz - lYPE 'A" TOP REINF • :So G :,i "'c.. V) z N CUT CMU BLOCK z ~ '< ~~~ -SEE SECTION "A" <(fl~ 5 "' OF DETAIL "1/56.5" 0 ~ Xu;..,. :,e lYPE "B" REIN!'. <..., u ,. :::E.£i!< ';,, <x • TOP 01' CURB +>w • = 0 ' ;,,. * -' -;.. c., -• • BOTTOM OF SLAB • PER ARCH. lYPE "A" BOTTOM REINF. 14 DOWELS 40 140 @ 16" O.C. SLOPE TO MATCH SLOPE 6¾" MIN. @ FLOORS OF MAIN TOP REINF. 5,V4" MIN. @ ROOF Of SLAB VERTICAL WALL REIN!'. CMU WALL REINF. PER PLAN AND ELEVATION. PER ELEVATION _2~ CLR. TYP. J.J2•1:,_· CLR. lYP. 0 SLAB TOW ALL CONNECTION "A" REINF. PER PLAN J NOMINAL FINISflEll • FLOOR -., • .. "' -' BOTTOM OF ,., , SLAB PER PLAN ~ ' • .., "' "' "' -• "" .... c.. ~ _, • • • DOWELS WITH STD. 90" HOOKS TO MATCH WALL VERTICAL REINF. ELEVATION CHANGE SEE PLAN r SLAB SLOPE & THICKNESS PER Pt.AN -"B"-RE!NF,~------------i-11 PER PLAIII E ~ "' NOTES: IMPROVEMENT PLANS FOR: i--' ::, co en <( : :w . ... - !I I'! "' I,; ~ w " w "' E i.... i.... ~ itl B, a; ii 1: f ~ ~~ o 0 ~!I • 0 • i ~! 0 0 z 0 " ~ <.> "' w 0 z 0 "' s: w "' ~ 0 -..I .... -0 (.) N < 0) LL. < 0 (.) z -"'C z C'l:I -.0 ~ ti) i:::: I-C'l:I 0::: t.) w 0 C'l:I == z 0 C 0. 0 U) ·-w .. 0:::0 0 I-U) U) in 0::: N -LL. 1-" Saptomher 09, 2009 1107570 -■ 1. PROPER!. Y 0 ESIGNED SHORING SHALL CE UNTIL CMU WALL ONC. BEAM ATTAINS TH (MIN. 01' f 4 DAYS LACEMENT). CARLSBAD JOIIVTFIRST RlcSPOND£R TRA//f/lNG FACILITY REMAIN IN Pl.A ABOVE THIS C DESIGN STRENG MASONRY DETAILS AFTER GROUT P It) ::! ;:!: w 0 ~ z 0 ti) ~ 0 WALL ON TOP OF SLAB APPROVED l'AUJAM £. !J.ll,MIJ£R M7..4¼, i 7",~"1 r••k b¥,-~e DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 10 DA DWN BY: ---1 PROJECT NO. [. DRAWING NO. CHKD BY: ---1 ~ · 463--1 RVWD BY: · -7n- -;;; o ffi. ~ .... G) Cl'\ V, ~ Q, fil IV l ~ .... 00 10 2-¾ • II A325 BO!. TS TO CHANNEL '----CMU WALL r--STEEL CHANNEL PER PLAN L3x 3x 14 x o•-10· HIGI-I ., / 2-¾ • II HEADED ANCHORS INTO MASONRY L5x3x 14 (UV) r,/ ¾"11 HEADED ANCHORS @ 16" O.C. SCREEN SUPPORT MEMBERS TO CMU WALL CONNECTION PERPENOICUAR----... STEEL BEAM PER PLAN ,, ,, " ,, ,, ------f -I -i----'C.., ,--CONCRETE BONO BEAM BELOW AT SlEEL BEAM BASE ii> 1" x 10" x 1·-2· @ PLAN VIEW BONO BEAM&: STEEL ANGLE PER _....., 5 S6.3 COLUMN PER PLAN COL WOOD NAILER PER L!U ~ O' MIN. l't--11-" l½" LAP, TYP. 1¼" MAX. '---A.B .. GROUT, AND BASE ii> PER ffi ~ ~ ...,.._-,...-1-.11--_J EXTEND LOW CONCRETE BOND BEAM REFER TO "9/56.3" CMU, CONC BOND BEAM @ SECTION Q._S..::..T.:;.;;E=E=L..::Cc...::O...:::L=U=M.;.;;.Nc...::O_N'-'T..::O..;..P _____ _ '\:.J OF BOND BEAM 2-¾" II x 6¾" Ml.OED STUDS 8" APART AT BEAM---. l'OR INFO. NOT SHOWN SEE DETAIL 5 i---::......ii---/ S6.3 • • • --L6x4x'Yffl (LLV) • 4 S7.2 ~--ii> 1/z' < 8' X 12' w/ 2~¾"ttir6¾" MJ..DED sruos OFFSET AT COND. 12A. ~--2-,fS VERTICAL TOP CHORD OF ROOF TRUSS--. OF BEND BM. 12' .---¾" THICK ,.1:.. I.Ill¥. BENT ii> SEAT LENGTH = BEAM \\10TH + 2" ~-½'x10xl2 II> ---r-''lr (II EACH BEAM w/ 4-¾"tl WELDED STUDS. ---- L5x 5x '4 x 12" r,/ 2-¾"II HEADER ANCH. AT MAX. SPACING OF 8' -o• \'MERE SCREEN OCCUR5' 8" CMU TYP '4 ---Ilf' METAL DECK lROUGI-I DOES NOT FAU ON STL BENT ii>, ADD 1 B GA. CLOSURE ii> • • • '4[7 ~-:STEEL BEAM PER PLAN 1417 WELD CLOSURE ii> TO STEEL BENT ~ • 11/z" NON-SHRINK --STEEL BEAM PER Pl.AN --¾'ti PUDDLE WELD 0 12" o.c. THI'! INCUJN''ll Olt'WI-,_ SPEGIFIOATIOHl:i,. IDEAB,. DEtilGNSANO ARRAN13EMENTS ~SENTED THEREBY ARia AND Sr!AU. Ri:W',!N THE PRO?ER'TV OF RRM lli=SIGN.GRDU? AND NO PART TttEREOf SW.U. BECO?IED, C)jSCl.OSED TO OTHERSORI.ISEIJ IN ~NNC~fLON WITH ,PNi WORK O/t PROJECT O'THER THAN THE SPECIFIC PROJECT FOR Wl,ICH Tl-lf'V 1-1,,1,VE BEEN PREPARED AND DlaVcl.UF'ED WITttOUT TH!'cWR!TT81.CONSENTOF RRM DESIGt.l llROUI'. VlliU,P,I.COtHACT WITW TNl!SE O~lNM. Ofl 9PECFICATIONS s.w.L CONSITT~ CONCWSIV!o cVtOa,jCE OF ACCEPTANCE OF THESE AESTRICTIIJNS.. 6lJ8MITTA...0F THESE.OOCUMEWT8 FOR PUBUCAaENC'I" REVLew SHAU.-NOT BE CONSIO!:RED A. WAIVER OF RRW DESIGN GROUF"5 '4U3HT6. HIGI-I STRENGTH GROUT-, RRM DESIGN GROUP COPYRIGHT 200B RRM is a Calrfomia Corporation 7 I BUILDING WALL IN I PERPENDICULAR DIRECTION WHERE I OCCURS--~~ -'--"-~ WALL PROTRUSION IN COMMERCIAL BURN PROP '---12" CMU WAU PER PLAN AU EXPOSED STEEL SHALL BE GALVANIZED &: COVERED "/ WEATHER PROOF PAINT 16" x 24" CONCRETE PILASTER .. ALTERNATE 90' END. • ii • . . ., • w/ 6-18 LONG. &: 14 TIES@ B" O.C. ., .. . 4, @ .. ' ., .. • PLAN . . . "/ 4· ., • . ., / • • '---EXTEND WALL HORIZ. RElNF. INTO PILASTER TERMINATE w / 90' HOOK ¾' CHAMFERED EDGES, TYP. 16' x 16' CONCRETE PILASTER w / 4-,S LONG. ANO 14 TIES @ 8" o.c. BOTTOM CHORD OF ROOF TRUSS ii> TO STEEL )-,,.,.-,.,.......(I) TRUSSES, TYP 1/4 I I I I I I l • • --+.A-4'-- I I ) '---¼" THICI( ii> EACH S1DE ...._ __ BASE PLATE. ANCHOR BOLTS, AND CONCRETE BOND BEAM PER OETAIL0 F'OR TAIL END Of' EAVE 0 TRUSS TO WALL CONNECTION HIP BM. PER PLAN SEAT UNDER HIP BEAM 14 ¼ THICt< Pl.ATE ,,,,.......__ n• B" 1½' ' I --- TYP. [ =J BASE ii> ½" TH t<. W/ '!o 1-=:J 5-¾'II ANCHOR ROD ;!. LJ ~ ~=1=~--7 w EXTEND WALL HORIZ. REINF. INTO PILASTER TERMINATE w/ 90'HOOK " ~ / • • / / / / • it OF~ &:--~~ BOND BEAM _..,-1,,-:,/7</h- / / // / ' / • ,r .I / / / / i/ .v • I/ / I/ / I.I / I .I .I ' ' ® PLAN B--- • I 11 '--¾"tt HEADED ANCHOR BOLTS EMBED 12" INTO CONC. BOND BM. COPE VER11CAL LEG AT STEEL BM. BOND BEAM PER 0 it OF ii> ANO BOND BEAM 0 ..._C..::..O;::..;N..;..C:;.;;.R=E=T=E.;;..P=flA=S..::..T=E=R=S _____ _ ATCMUWALLS 0 --=.:;Hl:.:...P..::B;.=:EA::..=M..::T..;;;O_:C:;..:.;M;.;..;;U:....W=A:....:L=L=------- CONNECTION DETAIL 12 x C.M.U. --, AODl110NAL JAMB BARS AS REQ'D. PER W/\U ELEVATIONS PLACE HORIZONTAL DOWEL IN NEXT COURSE 4x4x8 UNIT ---.J ON END ADDITIONAL JAMB BARS AS REQ'D. PER WALL ELEVATIONS --,. ©SECllON 8 x C.M.U. 3-116 JAMB BARS MIN. WHERE WALL ELEVATIONS CALL f'OR LARGER JAMB BARS, LARGER JAMB BARS TAl(E THE Pl.ACE OF' THE 116 BARS. .J--IJ--!4---ADDl110NAL JAMB BARS AS REQUIRED PER WALL ELEVATIONS 3-116 JAMB BARS MIN. WHERE WALL ELEVATIONS CALL F'OR LARGER JAMB BARS, LARGER JAMB BARS TAKE THE PLACE OF' THE 116 BARS. 3-,S JAMB BARS MIN. WHERE WALL ELEVA TI0NS CALL F'OR LARGER JAMB BARS, LARGER JAMB BARS TAt<E THE Pl.ACE OF THE 116 BARS. BEND HORIZONTAL STEEi. DOWN W / 90' STD HOOK ADDITIONAL JAMB BARS AS REoutRED PER WALL ELEVATIONS ½" x tl x 11 PLATE «!I BRACE w/ 4-¾"tt ANCHOR BOLTS ~-~~lW. ~:.._.--11> ¼" EACH SIDE HSS 2½' < 2½ x ,Y,.. .._, "'- • BOLT CAP ENDS OF ALL TUBES w/ ii> '4" --11> ¾" EACH S1DE EMBED. 0,Yl-,-t Tr-<·TYP. W.P •. -- HSS 10 x 5 x '1'1s TVP. B" MAX. FOR ALL CANOPY MEMBERS. • • i.},k.j.c''-.-----1,1,A)(.-SPACING-OF~e•-o•·-----~ :'.: -'-"-.J"'-'--'-½' x 14' x T'-2' PLATE @ OUTRIGGER w/ 4-¾"II ANCHOR BOLTS ~ _.._..,__~_.._ ... ~ 12 x 16 CONCRETE BOND BEAM w/ 4-l/f3 & 14 TIES 11!1 12· o.c.---' somT F'RAMING PER ARCH. ---...J '---WORK POINT STEEi.BEAM PER PLAN --.J 1/4" BENT PLATE 4 CON11NUOUS. COPE TOP FLANGE AT STEEL BEAM. SPLICE TO OCCUR AT it OF SlEEL BEAMS. SEE "5/S7.5"---' TYP. A STL BEAM '1/10 l" THICt<x4x4 STEEL SHIM AT EA. STUD WELD TO STL ii> 4 x 16 WOOD NAILER SPLICE TO OCCUR @ 18" FROM ii; OF STEEL BEAM w/ ¾' II STUDS @ 24" O.C. COUNTERSUNK 0~RO=.O=.;F;._RA:.::...::FT...:..=E:....:R..:..TO.::...:.:W~A=L=L .=:;,C.;:;.O;.;;.NN;.;.;E;;:.:C;;._;;T.;..:ro=N;;...__ .,--IF METAL DECI( '!ROUGH DOES NOT FALL ON STL -f- .J => .... l'\811 .... "' ;§ 0. :::::, 0 i.... b.O C: b.O ·-en Q) "'O E i.... i.... ~ ~ ; • • • • ~5;::; I!!:,~.; t~~i ! M1;-.: -;,:&8 ! ~::, :J IOl 11~~ ~ "'•c:, ~.,. ~Di~~;;: BENT ii>, ADD 14" WIDE 1B GA. UNDER DECK, WELD 1 B GA. ii> TO STEEL Pl.A TE ANO PLACE #6 SELF ORILUNG, SCREWS @ 12" O.C. TO TVIO TROUGHS co mmr·· .. ,------¾"• PUDDLE WELD 11!1 12· o.c. ADDITIONAL BASE PLATE TO OCCUR AT MIDPOINT BETWEEN BEAMS 'M-IERE BEAM SPACING EXCEEDS 5'-0"--._ ¾' THICt< CONT. l" BENT PLATE I ~-·----' 11/2" NON-SHRINK HIGH SlRENGTH GROUT--_,. • !'---WORK POINT • 0 SECTION AT ROOF EAVE 5'-0' MAX. 5' -o· MAX. 1 .,.,,----SLOPING BEAM OR '!RUSS ----......_ --I I V PER PLAN "-J 14 I BENT ii> . '' .... ,. ' TOP OF BONO BEAM ' . I I ' ' /;· .. : . . ' , I I I I . ' ,:. ,., • VJ j, <C w " " ~ w l'l " w ~ ~ ~ r ~ f t ~5 'I ~ 0 ~R -..I ... Q Q 0 (.) N ~ 0) <( C, (.) z "Cl -z Ill ~ .0 II) .: 5 F I-Ill 0. ~ (.) "' u LLI ,,. ~ C Ill ~ "' z ii! 0 C: 5 w 0. 0 "' "' -~ w 0 er: 0 I-(0 th IC') ~ N -LI. ' ~ ').. September 09, 2009 .. . 1107570 S-6 . 1 _[~1 ClINlNE~!NG ~t~~~~AD IMPROVEMENT PLANS FOR: CARLSEWJ JOINTFIRST RESPONDER TRAINING FACILITY MASONRY DETAILS 1/) -' ~ w Q ~ z 0 V) ~ -----sntO-TO-BE-4"ct;R;---- ---... --®SECllON ·--_ _ __ --©SECTION APPROVED WIWAMF;.J:,~UMMER -d!"4<?b ·-t:---~ OF CONC. EDGE 12 STEEL BEAM TO SlDE OF CONCRETE BOND BEAM CONNECTION 1r g " TYPICAL JAMB BAR CONFfGURATfON '-,, AT WALL ENDS AND CORNERS 08/12/ 08ll2_S6b/ 09/0J/09 0 _C.;:;.;A~NO:.;.;· :;.;P'-'Y~T=O:....C:;.;M.;.:.U:;..W..;.;.;..;A=LL=-------- CONNECTION DETAIL 3 ELEVATION AT TOP OF BOND BEAM CONNECTION DETAIL DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI f() OWN BY: ---1 PROJECT NO. CHKD BY:__ ,~ RVWD BY: I I ' I 14 l1ES t'-4" t· @ a· o.c.. fl 115, 4" nc. TYP. Hl'---r-r-"?"-t-t==l===art-t-1-t--t--1--1----i-14 TIES @ a· o.c .. TYP. Di-----+- @ PLAN 'VIEW A----- SLAB & REINF PER PLAN BOTTOM OF SLAB PER ARCH.---' CMU @SECTION ta" SO. PILASlER w/ 4-lf9 LONGITUDINAL AND 14 TIES @ B" O.C. CONCRETE PORTION @ SLAB LEVEL PLAN DIMENSION TO MATCH CMU ABOVE & BELOW PILASTER , BEYOND~ © SECTION SEE ARCH FOR ~~...,...., -~To=p OF CM~U ·- '---12" THICK PARAPET BOTTOM OF SI.AB ---,,-,,...;;-; ;. .I PER ARCH • 4-1/8 LONG. w/ 14 TIES @ 9" o.c. r---CMU PARAPET WALL LAP SPLICE FOR BOTTOM R8NF.-- PIL-\SlER--' @ ELEVATION /-+-1-14 TIES #4 TIES @ a" o.c .. TYP. @ 4" o.c. LAP SPLICE TO OCCUR @ MIIJSl>AN FOR TOP R8NF. A ~-SHORING TO REMAIN IN PLACE FOR MIN. OF 14 DAYS AFTER GROUTING FOR CMU PARAPET WALL HAS BEEN COMPLETED SLAB NOT SHOWN FOR CLARITY Gi---PI_LA_S_T_E_R_&_C_A_N_T_IL_EV___,;;E....,;R..;..P_A;_:RA:..;;P;_;E;;;;.;T;_:D::.;;E::.;;t.;;_A;;.;;IL;;__ ___________________ _ '--CMU WALL PER PLAN TYPE "A" SLAB REINF. TYPE "B" SLAB R8NF. 2-(16 • l • 12' l ® SECTION' 1 • #4 TIES @ 12" O.C. ~-EXTEND BOND BEAM REINF 6'-0" INTO MASONRY & TERMINATE W/ STD. HOOl(S 0-----SLA_B_D_ET_A_IL _________ _ 3 SIDE:Si)--;¼TT:,-© B LOW STEEL TUBE PER PLAN. BOTTOM OF STEEL AT BOTTOM OF CEILING FRAMING ¾" e HEADED STUDS. 4 TOTAL • CONCRETE BOND BEAM PER~ ~ ..--¾• THICK ii! 'i,o 0 Cl) BOTTOM OF BOND BEAM r I 8 .... CONCRETE/METAL DECK ROOF PER PLAN1--, • • • • + + DOWELS PER G~0 '---BOND BEAM & DOWELS PER~ ~ WALL SECTION ON GRID "F" SHOOTING RANGE r STRfNGERS . HSS 12 x 2 x 14, TYP. ,--EMBED I! ½ • T2 x t'-4" w/ 4-¾" 11 WELDED STUDS / , I I I I .; ,---FACE OF CMU LANDING BEAM HSS8x4x 14 L5x3x¼ (LLV) w/ BOl. T HOLES {I a· o.c. ON J SIDES OF LANDING--~ 2• HARDROCK CONC. FILL AT LANDING EMBED.t-,,t--t--,..; ,---¾" 11 HEADED ANCHORS@ t6" O.C • 6 S6.6 ¾ • PUDDLE WELD EACH FLUTE--~ METAL DECK PER PLAN--~ • 12" LEDGER PER CMU WALL AND REINF. PER Pt.AN NOTE: ALL EXPOSED STEEL SHALL BE GALVANIZED. • 1 ' 1 ~~1--S_T_E_EL_R_O_O_F_T_O_M_A_S_O_N_R_Y_W_A_L_L __ _ '-~ CONNECTION NOTE: ALL EXPOSED STEEL SHALL BE GALVANIZED. 3• ~--¾" THICK a•r= BENT PLATE CONTINUOUS COPE HORIZ. LEG AT ROOF BEAMS. 2 I I .r---¼"x3x5" II! EA. SIDE OF ROOF BEAM ,,--ROOF BEAM PER PLAN ----- LOW TUBE PER Pt.All! ~--TOP OF STEEL @ 10'-2" SECTION AT SLOPING CANOPY AND CONNECTION TO PILASTER ,.__ ,.__ 4" MIN. ¾" THICK r-, BENT ii! SEAT v' TYP. ALL STEEL TUBES r@ ---..._ ' \ \ I ,.__ I \ I / ' / ...... __ ,...,. 1h • 15 x t'-3' BASE ii! W/ 4-¾"e HEADED A.B. t½" HIGH STRENGTH GROUT 5-f3 TIES @ 2" O.C. MASONRY PILASTER THE IMC~UDEI) ~WINGS,, SPECIFICATIONS,. 1D5AS,, OiSSIGNS.AAD AARANGEMJ;NTS RS'ftESatTECJ 11,ERE;;SY ARE AND SI-W.I. Rl::MALN. THE PROPER1Y OF RRM OE$1Gk GROUP AND 1<40 I'll.RT Tl,ER,e.OF ~ SE txlPIEO, DISCL.DSEC TO 011,ERS OR. USED IN ~TION Wm+ ANY WOA.KOR. PROJECT OTI-IER. TI-IAN THE SPE:CIFIC PROJECT FOR.WHICH THEY HA'JE SEEN PREPlloREll AND DE:VEL.OPEOWmtOUT ll,E WRITU:N COMIEffT OF RRM De.Iii~ GKOl,IP. VISUAi. CONT.-.cT WITtl Jl,alC. DAAWJNI.S OR BP~lflc;,,\TIONS 51-W.l. C0N5 [!TUT.E co~wi.,vi;;. OWIU=NC.E OF ACC!et"IANCE: OF THESE RESTRICTION&, SUBMITTAi.OF fl-iE;SI::. OOCUME':NTS t-ORPl,li!IUC~Y RE:VIEW Sl"IALI. Ill.Of BE CONSI~ I\ WAIVER OF RRM. De.SIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation 1- ...l :::) co Cf) <( • ::· •m -- Er ~ l\WII .... a. ::::J 0 :i,,_ tlO C: tlO ·-en Q) -0 E :i,,_ :i,,_ is F .. "' u "' "' ,., z 0 in > ~ ~ ! . ~ • a ~ ~ ~ ~ -...I -0 < LL. C, z -z -~ I- ct w C z 0 Cl. u, w ct I-u, ct -LL. 111•• 0 ..... 0 N C) <C c.> "0 ca .c th -... ca 0 ca ~ C 0 -... 0 0 U) It) N Ser>t.em"'!_ 09,}009 1107570 S-6.7 (I) ..J ~ w 0 ~ z 0 ti') c( :!E / '4 TYP. / , . ¼" THICK ~------------------_-.,_V.._l-.,..~-..-,..c"~..c,1. _______________ s_lE:..:E.:::L_!l! __ \.----------kRl'1+t1~----~---------11'-"WASHERS~-__,/v~---L"I \.~---'i.._t _____ __,_ ¼"x3xJ,TYP.=1 -f SH .. EET_f-CI1'Y-OF'-C.ARLS.RAD-. SHEETS_ -167 · ENGINEERING DEPARTMENT · · 248 @·· SECTION @ SECTION @ ELEVATION @ SECTION 12 BRACE BEAM TO BOND BEAM AT TOP OF WALL CONNECTION 9 STAIR LANDING BEAM TO MASONRY WALL CONNECTION 08112/ 08112_.56/,/ 09/01/09 '--~L3x3x'4 @ 2'-0" o.c. SECT!Oh ---CMU WALL PER PLAN 0 STArR LANDING IN BURN PROP 6----STRUCTURES 3 ~--½' THICK x tO ii! W/ 4-o/a" 11 Tl'IRU BOLTS BRACE BEAM TO CMU WALL CONNECTION DETAIL IMPRfJVEMENT PLANS FOR: CARLSBAD JOINTFIRSTRESPO/VOER TRA!IV/f'IG FACILITY MASONRY DETAILS DWN BY: ---1 CHKD BY: ---1 RVWD BY: PROJECT .NO. :'!,$216 I DRAWING NO. 463-t \ • ) ' (I) er VI 0 L&J Lo.. ~ z (.) :s i!: 0.. (D W<( TYPICAL: ALL CONCRETE SURFACES THAT RECEIVE CMU WORK ARE TO BE MECHANICALLY ROUGHENED TO 1/4" AMPLITUDE.--------~ SLOPE 1X vl~--------===:_ ____ __,,,_ __ __, ~-----.J----o-• • • ,' 1 '~ FLOOR SLAB SECTION AT COMMERCIAL BURN PROP ... , TYPICAL: ALL CONCRETE SURFACES THAT RECEIVE CMU WORK ARE TO BE MECHANICALLY ROUGHENED TO 1/.~" AMPLITUDE.-----, 2 FLOOR SLAB SECTION AT RESIDENTIAL BURN PROP . 08 J 12/ .. 08l l2_S68 . 07,/14/09 • • TOP OF SLAB ELEVATION VARIES SEE PLAN FOR SLAB THICKNESS UPPER LAYER OF TYPE "A" REINF. SEE PLAN FOR SIZE AND SPACING OF THE BARS. THIS MAT OF REINFORCING TO BE PLACEID LEVEL, EXCEPT IN AREAS WHERE SLAB THICKNESS rs LESS THAN 8". (NEAR DRAINS & EXTERIOR BALCONIES) • • TYPE "B" REINFORCING SEE PLAN FOR SIZE AND SPACING AND DIRECTION OF THE BARS ___ __, LOWER LAYER OF TYPE "A" REINF. SEE PLAN FOR SIZE AND SPACING BOTTOM OF SLAB ELEVATION CONSTANT TOP OF SLAB ELEVATION VARIES SEE PLAN FOR SLAB THICKNESS UPPER LAYER OF TYPE "B" REINF. SEE PLAN FOR SIZE AND SPACING OF THE BARS. THIS MAT OF REINFORCING TO BE PLACED LEVEL, EXCEPT IN AREAS WHERE SLAB THICKNESS IS LESS THAN 8". (NEAR DRAIN & EXTERIOR BALCONIES) z :::;; ci ...., ...., (.) < = (.) :E ~ • SLOPE • 6 S6.5 I I I \ \ .,.,. / / RIDGE WHERE OCCURS--- SLOPE \ • I I I ~ L&J z :,,:: (I) (.) z i!: :s CDO. <(W ...J L&J (/) (/) SLOPE ~--ADDITIONAL REINF. WHERE INDtCA TElD ON PLANS ~--SLOPE REINFORCING ONLY WHERE SLAB IS LESS THEN 8" THICK. (NEAR DRAINS) SLOPE TOP OF SLAB SLOPE SEE PLAN • ------- • BOTTOM OF SLAB LOWER TYPE "B" REINF. WHERE TOP UPPER LAYER OF TYPE "A" REINF. , .... IS BENT DOWN NEAR DRAINS.-----' ---SLOPE REINFORCING ONLY WHERE SLAB IS LESS THEN 8" THICK. (NEAR DRAtNS) TOP OF SLAB SLOPE SEE PLAN I I / .,.,. / GRtD GRID 1 S6.5 NOMINAL o r FINISH FLOOR z 0 a. BOTTOM OF SLAB = 0 I BEND UPPER LAYER OF TYPE "A" REINF. DOWN WHERE SLAB THICKNESS IS LESS THAN 8" (NEAR DRAINS) MAINTAINING 1½" CLR. FROM TOP OF CONCRETE 2 S6.5 NOMINAL r FINISH FLOOR z --!!..• ----.!.• -lL ___ .!•'-----_..!.• ____ ~•~:k...___;~,=•!.----l,---_..!.• __ -l Z-_..!.•------.!.• --+---.!•-----,,? J.!....l---~• ====-=.....!.• ..,....--1-...:•!.--~• , "---A--,....:""1.-----r----t:;,"- 0 0.. = 0 I TYPE "A" REINFORCING SEE PLAN FOR SIZE AND SPACING AND DIRECTION OF THE BARS----' LOWER LAYER OF TYPE "B" REINF. SEE PLAN FOR SIZE AND SPACING BOTTOM OF SLAB ELEVATION CONSTANT a. (D Ow ro.. 0 >---• rrq = er 2: s:' w :::> ~ 0.. co a. • :::> i... . z z i... L&J :::;; 0 a:: BOTTOM OF SLAB ~ w z :,,:: VI Uz i!: :s (Da. <(W ...JW VI Vl LOWER TYPE "A" REINF. WHERE TOP UPPER LA YER OF TYPE "B" REINF. IS BENT DOWN NEAR DRAINS. ----' I I BOTTOM OF SLAB I'---BEND UPPER LA YER OF TYPE "B" REINF. DOWN WHERE SLAB THICKNESS IS LESS THAN 8" (NEAR DRAINS) MAINTAINING 1½" CLR. FROM TOP OF CONCRETE J , a: , ·'-9 ~~ · f:)(p_ 3.:n-1 O THEc INCLUDED DAAWINGS,.SPEGIFICATIONS,, IDEAS. 06SJGINS-ANO AR;R,\N.GEMENTSREPRlalilaNI ~ THER511Y AR.=:AND S~RaMIN. TflE PRO?ERTY OF RRlll lle.51GN GROUP-AND NO PARTTHERSCF Sw.Li,. BE CO?IED, DISCLOSED TOOTHl:RS OR USED IN CONl'teCTION WIT,! AIN WORK OR PROJEUT OTtlla:tt Trl/W THE. SPi;CIFIC PROJECT FOR WHICH THEV HAVE BEEN ~ AND DcYl=I.OPE.O WITHOUT TflE WRITTEN OONSENT OF RRM □E5!Gl,I G.WUP. VISUAL. CONTACT l'IITK TWESE!lAAWIMGS IJRSPEClf-lGl'oTIONS BHJIU. CONSTITUTECa.cW51V£ EYIOENC£ OF ACOEPl"ANCE OF lHESE.Hi:Sf~TlONS,. SUIWITTAJ. OF THESE. DOCUMENTS FOR PUBLIC AGENCY FU:VISW Sl«U. NOT BE COMSl[IERE.ll A WAIVER OF RRM IJES!ON GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation • ~ . .. .. Ji .,. • •• < < Ia:o~ 0 0 ;~~~ :l:: :iii)~ - u .Q, , .. '5 .... 'i-= 'g 8 ~ i2 ~ '.J. ....I w~~j; ::, !!~~~ (I! (/) ~ <( = " m m ~ ~ i:l ti " ii, ~ ~ ~ "' ii • f -~ ~. o D ~ i ~ • t ~ 0 ~! -..I .... (.) 0 N < 0) LI. < C) (.) (I) z "O z -0 z cu j:: ~ .0 1rl ti) z ,:: (f) 0 I-cu ID ,= ~ a:: (.) :s f,l w (f) :,: Q cu CZ: "' z s:: 0 0 i); 0 C 0 5 ..J ~ Q. 0 LI. ti'> ·;:: w 0 a:: 0 I-CD ti'> It) a:: N -LI. --I • Septemller 09, 2009 "' --~_.1,......1_,,_07.57._,...0._· _ -6.8 , fsHwl CITY OF CARLSBAD [ SHEETS [ v, ~ ENGINEERING DEPARTMENT 248 ~ 0 :::,M=P=RO=VEM::1_':EWT=PLA=N:::S;;;F;;:OR;;: ::::::=:::=::::::::;:::::::::==:==::::'._;;;;;;_;;;;_;;;; ___ ;::; __ ~ -----~-~ . CARLSBAlJ JOfrvT"FIRST R_ES_PONDER__ TRAINING FACILITY 0\ FLOOR SLAB SECTIONS ~ ~ OWN BY: --PROJECT NO. I DRAWING NO. CHKD BY: ~-?,,{;8G 46J-.f RVWD BY: r -w IV I ~ I-" 00 I ; 08/1.2/ 08ll.2_S69/ 08/27/09 12 x 12 PEDESTAL AT CORNERS ¾" 11 HEADED WELDED STUD, Tl'!'. BASEt1xBxB r---t-12 x 12 PEDESTAL /IT SlEEL COLUMNS Tl'!'. HSS6 X 6x '1/s X 1'--4" STANCHION, Tl'!'. TOP Of PEDESTAL 1-14 1lE @ CORNERS TOP Of CMU -- 5-#J 11ES • ® @ 2· o.c. ---1"--c,r • • " ------ PLAN VIEW 4-fl-11ES@ 4" O.C. EACH SIDE Of PEDESTAL. U.N.O. • • • BOND BEAM REJNf. PER~ ®--E_;;L...;..~_'A_TIO.;;_N_ V 7 STEEL COLUMN TO CONCRETE BOND BEAM CONNECTION AT TOP OF TOWER ' 4-15 DOWELS CANOPY COLUMN HSS 5 x 5 x o/ts. SEE PlAN FOR LOCA110NS HSS6x 6x ¾ x 1'-4" TALL STANCHION-----.. SLOPING SLAB EASE EDGE ¼" DIAMETER /\LL FOUR SIDES GRIND SMOOTH SEAM 11£1.D TOP t:K PEDESTAL __ _,,,_ AT +44'-0" w/ STD 90" HOOKS AT EACH PEDESTAL SLAB REINf. PER PLAN--' 4-#5 DOl'tfl.S w / STD 90" HOOKS AT EACH PEDESTAL @ SECTION TOP LA YER Of TYPE "A' SLAB REINF. PER PLAN TOP t:K CMU AT +42'--::;B,,---' - '--CMU BELOW WHERE OCCURS ~-ti-11ES @ 9" O.C., FOR SPECIAL 11ES AT PEDESTAL SEE EB TOP Of PEDESTAL -7 AT STEEL COLU_MN_+_◄-◄-•-o-• CONCRETE BOND BEAM J-r71-7-::1--::1 2-,S, T. &.B. TOP Of CMU +42' -B" BOTTOM LA YER OF Tl'l'E "A" SLAB REINF. PER PLAN 0 TOPSLABAT 5---------COMMERCIAL BURN PROP TOWER . ... ---------· -------·-----------------~--------. ----·-----·-------··-----------------~----~----~- r,;\ PLAN ~---PREDRI\.L HOLES IN STEEL &. MASONRY TO ACHIEVE 11GHT AT Of TITEN SCREWS 14 GAGE TRACK w/ 2-¼" 11 11TEN SCREWS @ EACH CLIP CEILING JOISTS PER PLAN-- flO S.M.S., Tl'!'. ~-BLOCKING@ 4'-0" O.C. 1' EMBED. STAGGERED PER CD '--14 GAGE CLIP 2'L \J @ EACH JOIST 2" ® SECTION B---w/ 3-flO S.M.S. 1 ~~--0 CEILING ATTACHMENT ~-CMU WALL PER PLAN 18 GAGE BLOCKING @ 8'-o• O.C. STAGGERED 4'-0"---, BENT WEBS w/ 2-flO S.M.S. --------- 3-18 SCREWS EACH BLOCK CEILING MA TERtAL PER ARCH. BLOCKING @ 8'-0" O.C. ~-2-~•• 11 TITEN SCREWS @ 16' O.C. PREDRILL HOLES IN STEEL &. MASONRY TO ACHIEVE 11GHT AT Of TITEN SCREWS 0 BLOCKING AT CEILING FRAMING 2-ff 2 SELF-DRILLING SELF-TAPPING SCREWS EACH CLIP----- ~--SlEEL BEAM PER PLAN +7 I I I I C.J. PER PLAN ~-14 GAGE CLIPS •I 2--ftO S.M.S. TO EACH C.J. ~-lf2 S.M.S. TOP & BOTTOM EACH JOIST "' E ~ "' . :'. o. -(Y S. a:-. 68-a:: . * . ' -. ' '(J ··OF CAI.I EXP. 303 ,~ \0 • HtE. INCUJDEO ORAWINe5. &~IFlCATIONS. IDEM, OESIGNSAND ARRANGEMSHS Rf:PRf~TEO THERl:i"BY ARE ANO SHAU. ~~N TKI=. PFIOPl<Fff'( OF FIRM OSSIGN.GROUP ANO NO i>NHTHERl:OI' SI-W.L- BE. COPED, D18GL.OaSJ TO OTHSffi OR U8i::D IN CON NEC r!ON. WI rl-t NlV WORK OR PROJECT OTHE.R l rlAN fHE. SPE.GIFIC PROJtcOT FOR IM-i!CH. THEY I-IA.VE BEEN PRE?AREDAND DB/ELOPED WITHOUT TH.E. WAITTEM CONSBIT O~ AAM DESIGN. GROUP. 1/ISUALOONTACT WITH THESCrJRAWlt.lGS ORSPECIFIC,l,.TlO!.S 9HAI..LOONSffiUTE CONCUJSI\IE EI/IDENOE OF ACCEPTANCE OF-THESE REST!'llCTIOi'IS.. Sl.lBMITT'"-OF THESE OOCU/dENTS. FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIOEREOA w.-.iveR OF R"IM OESIBN eROUP'S RIBHTS. RRM DESIGN GROUP COPYRIGHT 200!! RRM is a California Corporation f-...J => co (/) < --:fi .. ·- IE! I.WIii l\":111111 1131111 0. ::::::, 0 lit... 00 C: 00 ·-V, (1) "'C E i.... i.... UD:: " "' "' f& > !!I ~! Za ~, i5 ~ 0 -..J --0 0 N < 0) LL. < 00 z "0 -z IO ~ .0 II) -._ I-IO 0:: 0 w Q IO ~ z 0 C: Q. 0 fl) ·c w 0 0:: 0 I-co fl) It') 0:: N -LL. fi September 09, 2009 1107570 5-6.9 fl) ...I ~ w Q ~ z 0 II) < ::!: MASONRY DETAILS 0 ~CE=l=Ll_.;.N..;..G-"C-"O_.;.N_.;.NE.;;;;;..C;;_TI __ O;;_N ___ _ AT STEEL FRAMING DWN BY: ___ , PROJECT NO. I DRAWING NO. CHl<D BY: ---1 ?>'-~ 463-1 RVWD BY: . . .. .. __ • SPAN MAX • 12• FROM t OF SUPPORilNG GIRDER l2" H I OR FACE OF COLUMN TO THE FIRST STUD I ~BEAM TYP. l [X. Y,Z] GIRDER I ! X STUDS Y S'T\JDS ZSTUDS~ EO. SPACED EO. SPACED EO. SPACED • /BEAM ' [W] W STUDS EO. SPACED ALONG lHE BEAM (SEE NOTE 2) NOTES; 1. SEE FRAMING Pl.ANS ANO SHEAR STIJO NOTES lHIS SHEET FOR STIJO QUANTITIES. MAX. STIJO SPACING IS AT 12"0.C. 2. SEE S"IEEL DECl<ING ANO SHEAR STIJD NOTES THIS SHEET FOR ADDITIONAL SPACING INFO. G--SH_EA_R_S_T_U_D_S_PA_C_I_NG_D_IA_G_RA_M __ _ SCREED SPACING MIO-SPAN OF BEAMS SET SCREEDS TO ESTABLISH UNIFORM SLAB ELEV. AT MID-SPAN AROUND BUILDING W/MIN. SLAB THICKNESS MAX. H I SET SCREEDS AT COLUMNS TO ESTABLISH UNIFORM SLAB ElEV. AROUND PERIMETER OF CORE w/-SLAB 1MICKNESS "T" OF "T" SHOWN ON PLANS -~ l AS SHOWN ON PLAN PERIMETER CORE GIRDER/COLUMN LINE CORE SLAB THICKNESS "r' MIN. TOP OF CONCRETE SLAB EXTERIOR GIRDER/ __,- COLUMN UN~ PROCEDURE r0R CONSTRUCTION OF" ELEVATED SLABS 1. PROVIDE UPWARD CAMBER AT MID SPAN FOR ALL BEAMS WHERE INDICATED. BEAMS NOT CAMBERED MUST HAVE MILL CAMBER PLACED IN UPWARD POSITION. 2. AFTER STEEL ERECTION. SURVEY 1HE TOP ELEVATION OF 1HE STRUCTURAL STEEL SET ADJUSTABLE SCREEDS TO APPROVED FINISHED SLAB ELEVATION AND MIN. SLAB THICKNESS AT SUPPORTS AND TO MIN. SLAB 1MICKNESS AT MIO-SPAN OF BEAMS. 3. AS CONCRETE IS PLACED, ADJUST SCREEDS BY A LASER TO PRODUCE A FLAT AND LEVEL FINISHED CONCRETE SURFACE BETWEEN COLUMN/PERIMETER CONTROL POINTS AND n!ROUGHOUT THE CORE AREA. , ... I 11 CONCRETE PLACEMENT AT "-, ELEVATED FLOOR SLAB KEYS 2' -o• LONG x DEP1H OF CONC. OVER DECK AT n:!C-.r-~%--LOCATE .IOINT I AT DOWN FLUTE 4•-0· o.c. --~,::_H~~t-{-.LJ I I-------DECK BELOW I I NOTES:~------- t I I I I I -t; -stA&-RElNF. CONT.-lHRU--.IOINT-U.N,0.-- 2. SAW CtlT, PLASTIC STRIP OR OTHER SIMILAR CONTROL JOINT SHALL NOT BE USED. ' " CONSTRUCTION JOINT AT CONCRETE .... 12 ,l--'F=rL_L.....,O-v=E=R---cS-::T=E=EL---D=Ec-:::-K------- 08 112/ 08!!2_S7! o.9/03/09 2" I S.A.O. i--;f4 CONT. BEAM 2'-0" MIN. --'l!,"!11,x 36" LONG NELSON DEFORMED BAR ANCHOR @ 12" O.C. +--I BENT l¾ CONT. TYP. [16 GA. EDGE FORM MAY BE USED FOR INTERIOR FLOOR OPENING W11M SLAB OVERHANG 3" OR LESS, EXCEPT FOR MECH. SHAFTS AND STAIR SHAFTS] ---/ L4 X 4 X ~.@ 2'-0" 0.C. FOR OVERHANG >9" AND <16"--- #4 CONT.-- BENT ii!¾ CONT. rn>. [16 GA. EDGE FORM MAY BE USED FOR INTERIOR FLOOR OPENING W11M SLAB OVERHANG 3" OR LESS. EXCEPT FOR MECH. SHAFTS ANO STAIR SHAFTS] ---r '4 3-12 '4 2· PJP ANGLE TO WF TYP. SlAB REINF. PER PLAN W/ STD. HOOK @----- S.A.D. 9" MAX. OVERHANG U.N.O. 2'-0" MIN. .--+-¾"II x 36" LONG NELSON DEFORMED BAR ANCHOR @ 12' 0.C. • MIN. "2 MIN. B RING • • METAL DECK PER PLAN TYP. SlAB REINF. PER PLAN W/ 510. HOOK ®----- SEE© FOR INFO. NOT NOTED 01---TY_P_rc __ A_;..L;....D;;,..;E::;..;C;....K;....E_D_~--~-_D_E_T_A_IL ____ _ TYP. ¾"II STUD WEI.OED lHRU DECK---- TYPICAL REINFORCING STEEL 0 • DECK TROUG (DOWN FLUTE) LOCATE OVER BEAMt TYP. SINGLE S'T\JD NOTES: • • MIN. MIN. 1½' BEARING EA. SHEET MIN. TYP. DOUBLE STUD ,--¾"11 STUD WELDED lHRU DECK • • 1. ALL STUDS TO BE ¾"II• (LENGlH PER PLAN) WELDED HEADED S'T\JD U.N.O. 2. SPLIT DECK LONGl'T\JOINALL Y WHERE REC'D. TO ENLARGE TROUGH. .3 PROVIDE DOUBLE S'T\JDS WHERE SINGLE STUD SPACING WOULD BE LESS THAN 4½" O.C. 0 SHEAR STUD DETAIL MIN. 0 LAP JOINT DECK WELD PER SCHEDULE ® BUTT JOINT IW-IERE SUBSllTUTING STUDS FOR WELDS, ALTERNATE SllJDS ACROSS SIDES OF DECK BUTT SPLICE ___ ..,-DECK WEl.D PER SCHEDULE PARALLEL MEMBER WELD PER SCHEDULE STIJDS WHERE OCCUR 2" MIN. 1½11 MIN. 16 GA. CONT. WELD PLATE © DECK DIRECTION CHANGE ® DECK OFFSET NOTES: 1. SEE STEEL DECK NOTES AND DECK SCHEDULE FOR COMPLETE INFORMATION. 12 o.c. AT DECK W/ CONC. FILL. CUT OUT RIB & SPLIT DECK; PROVIDE STIJDS PER EB 0 TYPICAL DECK WELDING DETAIL 5---- 1 S7.2 rn>. 1 TYP;~ r--WHERE DECK IS CONTINUOUS OVER SUPPORT AND DISTANCE " x " IS LESS THAN 1'-0", OMIT THIS CHANNEL --r I ► CONCRETE SlAB PER SCHEDULE BELOW WELDED SHEAR STUD, AT NWC ONLY, TYP. TCONC METAL DECK PER SCHEDULE BELOW METAL DECK CONCRETE SLAB n'PE LOCATION DECK T DECK ' GAUGE TCONC. 1 REINFORCEMENT SLAB REINFORCEMENT PER SCHEDULE BELOW DECK WELD ATTACHMENT AT SUPPORT ATPARAUEl AT SIDE LAPS SUPPORT • 113-36 3½"' #3 C!I 12· o.c. 4 WELDS ½"II WELDS TOP SEAM WELD PER 36" A B C D ROOF FORMLOK 3• 18 EACH WAY VENTED NW\'.: SHEET IHSB-36 7 WELDS ROOF ~SHEAR l'h" 18 -Pel 36" ANZ 1~1E!1 SHEET NOII-W 1SGA.ASC· •1 4 SCREWS ROOF ~~V-BEAM 11½ . 18 -PER 32" SHEET W2-36 I 2· I 31f!• I 13 @ 12· o.c • 4\\tlDS FLOOR FOOIILOK 1B PER 36" "9/TED NW\'.: EACH WAY SHEET ' • NWC = NORMAL WEICHT CONCRETE @ 145 PCF, (c=4,000 PSI NOTES: C!I 12" o.c. ''2"11 WELDS @ 12· o.c. SCREWS @ 12" o.c. "2"• \\tlDS @ 12" o.c. 1. WELD ATTACHMENT FOR STEEL DECK AT SUPPORT MEMBER SHALL BE ARC SEAM OR SPOT (PUDDLE) WELDS AND SHALL t-lAVE AN EFFECTIVE FUSION AREA TO SUPPORTING MEMBER AT LEAST EQUIVALENT TO ¾ INCH BY 1 INCH LONG OR 1/1 • IN DIAMETER, RESPECllVEL Y. no.,) LINES OF WELD REQUIRED AT ALL DRAG LINES FULL LENG1H OR Yl1D1H OF BUILDING. 2. SHEAR STIJDS WELDED n!ROUGH n!E DECK, Wint A MINIMUM CLEARANCE OF 1" FROM THE EDGE OF THE DECK TO 1HE SllJD CENTER LINE. MAY BE SUBSTITIJTED ONE FOR ONE FOR A DECK WEl.D. @ 24" o.c. TOP SEAM WELD C!I 18" 0.1 TOP SEAM SCREWS @ 12· o.c. TOP SEAM WELD @ 24" o.c. 3. WELD ATTACHMENT FOR STEEL DECK PANEL SEAMS AT SIDE: LAPS WHERE: SPECIFIED SHALL BE SEAM WELDS WITH A MINIMUM LENG1H OF 1½" AT SPACING PER SCHEDULE ABOVE. 4. SCREWS SHALL BE 112-14 SELF-DRILLING SELF-TAPPING n'PE. 5. VERCO "l'UNCHLOK SYSTEM" WITH "VSC" CONNECTIONS MAY BE SUBSTITIJTED FOR TOP SEAM WELDS AT SIDE: LAPS WITH DECK RECEIVING NWC. 6. DECKING SHALL BE: CONTINUOUS OVER 3 OR MORE SUPPORTS WHEREVER POSSIBLE. 01HERWISE PROVIDE SHORING AS REQUIRED PER MANUFACTIJRER"S RECOMMENDATIONS. SPLICES SHALL BE LOCATED OVER SUPPORTS. 7. STEEL DECKING TO BE AS NOTED: VERCO DECKS PER I.C.C. REPORT No. ER-2078P OR AEP (ASC) PER ICC REPORT No. ESR-2409 WITH MINIMUM SECTION PROPERTIES PER FOOT OF WIDTH AS FOLLOWS: DECK TYPE GAUGE: l(ln4 ) +S(in3) -S(1n3) W3-36 FORMI.OK 1B 1.203 0.767 0.767 W2-36 FORMLOK 1B 0.555 0.510 0.511 HSB-36 1B 0.302 0.322 0.335 18 GA. AEP MINI-V-BEAM 18 0.264 0.264 0.264 DECK 0 STEEL DECK SCHEDULE AND NOTES 12 GA. STEEL PLATE ... TYP. EA. nE IMCWDED DAAWINM, SPECIFIC,lr,TK>tilS, IOE'AS. DESIGNS AAD ARAAHGEMe. TS REPRESENTED THERESY AAEMO SHAL!. RBWN TiiE FROPERTY 0~ RRM DE~ GIU:IUP AND t,40 PART THEREOF SW.U. IIE COf>IED, DISCI.OSS) TO OTHERS OR I.I.SW IN CONNEt;TJQN. Wint ANY WORKO!i.P~l:CT OTHER THAN THE SPeCIFLC PR0.li:CT FOR WHICH T~---Y WWE BEEN PkEPl',REO AND OEVaQPED WITT'IOUT Tl-IE. WRITTEPlCONSENT OF RRM.DES!Gt. GROl.JP. \IISIJALCONTACT WITH THESE OAAWllilGS ORSPEOFICATIOMSSI-W..LCOMSTITUTE CONCLIJSIVE: EI/IOENCI'; OF ACCEPl"ANCE OF Tl-lESE.R83TRICTIOl!iL&.. SlJBMITT#ILOF T!-iESE DOCUMENTS. FOR PUHL IC AGENCY REVIEW SHALL.NOT BE. CO~DEREO A WAIVER OF RRU DESIGN BROUP'S. RIOIHTS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation .... ...J ::J CD Ul <( = ' U) Q) "'O E l,,_ l,,_ ~~ ~ ~ ~ ~; ~t • I ~I "' 0 F ~ " "' w 0 z 0 .. " w ,,, ~~ ~ -...I -~ LL. 0 z -z -c2 I- a::: LU 0 z 0 fl. fl) w a::: I-u, a::: -LL. ™.J■ .. 0 .... 0 N Cl < (.) In '0 =' IO ~ .0 1h w ;: a IO IC !,.) 0 w a IO ..J ~ w w C: I-a, 0 ·.::: 0 0 <O IO N I I I I STEEL BEAM TYP. L1½ X 1½ x ¼ , , . .3/16 -i;, 2" FLUTE I a ~, ' #5 TRIM BARS, TYP.-.-- -' 9 12"',ll MAX. 1--..i ..... #5 TRIM BARS, TYP. TYPICAL TRIM BARS AROUND OPENING IN METAL DECK TYP. NOTES! I/ I I I , 1 I _..i-t-t;--C12x 20.7 BElOW AROUND OPENING ll.N.O. ON PLANS. WELD DECK TO CHANNELS PER DECK WELDING SCHEDULE I I I I I I I ' I I 1" ~•-0" 11.« WIil SEE PlANS FOR_ CLR. LARGER OPENINGS rn>. ;f4 DIAGONAL BAR TYP. ( 4 CORNERS) #5 TRIM BAR TYP. ( 4 SIDES) 1. M\Jl TIPU:-OPENINGS-WITH-A-CLEAR DISTANCE-LESS-l'ffAIIL l'f!REE_'TIMES_ 1H~ SIZE OF THE LARGER OPENING TO BE TREATED AS A SINGLE GROUP OPENING. 2. IF OPENING IS CUT PRIOR TO Fill PLACEMENT, PROVIDE CLOSURE: PIECES AND SHORING AS REQUIRED. @~LA=RGE= .... O=PEl'-=N"""ING'""""""""IN'-'--'S""'l-=E=Et.:a...:0-=E=C ... K __ _ -----0 OPENINGS lN STEEl1'cCK • \ I • -FLUTE - WEB TRO ,.. IX ~ .,. ':.. ' I• ' -UGH---..., ~ • - ,•-s• ,•-o· 1'-6 .. MIN. MAX. MIN. PLAN _@_8_,_,_M!!!ED== ___ :,,., __ :c-lU~M==-_;o::..P~~EN=""=IN:=G_,IN'"'-'S::.:l.:E::EL=-=D-=EC~K.:...._-_----- 11/1" LONG @ 4" O.C. M 90UAFE OR I ECfANClULAR HOLES g• DIAMETER MAX. FIOUNDHOLES ---fi 1--.. September 09, 2009 .... ",dwg ©~S""M,...A_,,,L::L_,O,:.:.P..=EN::.:.:.:.ING=-1"-'N'-=-S.:.::IE=E=L_,D=E=CK'-"'---<1) .... 1107570 E NOlE: PLATE MAY BE LOCATED ABOVE DECK WHERE NO CONCRETE FILL OCCURS \J"V"\J IC\,["\J s•-MIN;--TERMINA TE- PLATE ON FLUTE TO WELD ©-- ~ .. <1) __ S-7.1 ~ CITY F ~ ENGINEERING DEPARTMENT 24B IMPROVEMENT PLANS FOR: -CARLS8AO-JO/fflFIRST.:c-~;;:;;ES,;;:;;PONa==rncccmAI""-cc.~MWG==r-ACltrrY STEEL DECK DETAILS DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. ~~--I DRAWING NO. _ 463"-1 \ I -~··· HSS COL :I:/ L3x3x'l's 1'1/ T.!tB I I B I ,; HSS BEAM I I I . I I -- I I L, I . ----;t----it SYMM. I I I J I I I I I ,,. _.l~~;J_ V 3 SIDES I ,,. "1s V 3 SIDES "10 0 HSS BEAM TO HSS COLUMN ~-HSS BEAM OR COL /; LJX J X 'l's EA. S1DE --HSS BEAM r;=tz= r=lc.=cc=-=c=i' _.,.._ 1= ~0•[ l o ~" -/ ® HSS BEAM TO HSS BEAM ELEVA'IION D OR BEAM TO COLUMN CONNECTION PLAN © HSS BEAM TO HSS COLUMN OR HSS BEAM TO HSS BEAM 0 TYPICAL HSS TO HSS CONNECTION it TS · /-E.N., TYP. / , rPLYWOOD / I ,PER PLAN r MITER NAILERS I AT LAP-I 'J-1:t:'. NllV" ~--,,al "~-· ----~' r-_ _,, E.N. FOR INFO. NOT NOTED SEE© - 111-iERE COPE F'OR DEEPER BEAM EXCEEDS J' EXTEND SHEAR PLATE ANO ADD SECOND VERTICAL LINE OF' B0t.. TS TO SATISFY MIN. (2) BOLTS AT SECONO BOLT LINE BEAM ~~~•~~w'c+'l¾" MIN. MAX. I, • --<tBOLTS, FOR NUMBER, SIZE & TYPE LU SEE SCHEDULE V F'OR INF'O. NOT NOTED SEE ® / ' CONNECTION DETAIL FOR DEEPER BEAM 7 ~::..::.:..:.:.:=-::;..:..:.~..::.:~...:::.:::..:....;::.;.::..=..==-==.:..=;.=..;:;.;.;._ '-, SUPPORTED BY SHALLOWER BEAM I+ I+ I+ ¾" MAX. ~--COPE FLANGE OF' SUPPORTED BEAM AS REQUIRED fAX AT SLOPED CONNECTIONS L USE SIM. CONNECTION COPE SHE 0 A~R t TYP.\ ---::----J_r-WF BEAM ~=:~s:E:~~==-:=-=-====/'~,1' ~~ ~I I ~ ~---~ EB H1--l"+-------b,1,P:::....--A-V<, ~!~LE - I I -~ ½~ '11 '1 l~=====-t,},~~~t-~~::::-:-:;-~-t\•=SHEAR t. SEE TABLE EB ~-•I! I I ----:: :_ --1 BOLTS, FOR NUMBER, -,---:---SIZE AND TYPE SEE -- ' I I I 1¾ .,..-.1,-..N~ MIN. 0 TYPICAL BEAM TO BEAM CONNECTION t ¾" STIFF II! AT COL it TYP /WF BEAM 1 r 2-¾· -BOLTS ' T - T ½" PLATE TO MATCH WIDTH OF' BEAM FLANGE WITH 4-¾"II BOLTS TYP it TS & WALL-,_?-;;.._ Jl '1\ ~ + .,... __ _,,L --'====I X \ ~ 3 x NAn.ER W/ ¾"41 THRO. WELDED STUDS @ 24" O.C. FULL HT. OF WALL TYP. EACH SIDE OF TS U.O.N. '---COUNTERSINK BOLT HEAD AND WASHER AT ALL WALL OPENINGS AND PER PLAN -WOOD FILLER (PLYWOOD IF LESS THAN 1½") ~HIL Tl POWDER DRIVEN PIN @ 24"0.C. E.N. TYP. 0 TYP. NAILER @ TYP. NAILER AT CORNER 0 TYPICAL NAILER AT HSS COLUMN i,. ' J ----------• I i-: I ¼v w ¼V I l 4• L 4• -"U" ii! ½" THICK • • , 'I ' X ¼" PLATE MTH '1/4"41 BOLTS TOP AND BOTTOM LJxJx¼ @---@'------ NOTES: IF' X l: 11" USE DETAIL ® IF X < 11" USE DETAIL @ SEE ®F'OR INFO NOT NOTED 0 TYPICAL BEAM BRACING DETAIL B=bFLANGE PIPE SECTION 1/4 V -. 0 . 11!½" X ' ' . '\.. T I.I' T .. ~/i I WF 1/4 V TO ii! ' ! TYP I ¼V - @........,;::D..::.ET.:.;..A=IL __ ® DETAIL B'-----@........,;::D..::.E~:.;..A=IL __ 0 TYPfCAL BEAM TO HSS COLUMN CONNECTION TYP "-. s/1sV + : --: + r,:\A. PLAN ; ( 4) KNIFE ii! AT SKEWED t I I I '\!:Y SIDED CONN. BEAM. WHERE OCCURS + : I I I +_I.../~ PLAN VIEW + 1 I I I + ' @---.:...=:..;;.;;.....:..:=.;.._ + : l I ! + PLAN AT (2) OR + : I 111 B (3) SIDED CONN'S I .• -I ½" AT CORNER • l====I ~~ _ L--r-~~~~ WF BEAM CONDITION 'iJ ~ /, # T.O.S. EL ~ TYP. V ~'<'f':Z.=!V'{ ,,. C.P. AT 11:," TYP. 5/16 <;,f ~-..-..( SKEWED ii! ½", '\ 4 SIDt.S ± ~ 1' BEAM '\. T.O.S. EL ~-I OBTAIN STRUCTURAL ENGINEER's APPROVAL SECTION ' ~ FOR ALL PENETRATIONS AND LOCATIONS "' I ,; - DEPTH OR SIZE NO. OF BOLTS (2)! SHEAR OF BEAM 7/a"II A325SC U.N.O. PLATE a"'.10•.ca 2 ¾." 12".141~ C12. MC12 3 -¥e" 16" 4 =" 18" 5 .;y8 II 21" 6 Yg" 24" 7 ·2" 2711 8 ... 30" 9 e· 33" 9 ... 36" 10 ~" 4n· 11 f' 0 BEAM CONNECTION SCHEDULE COLUMN SCHEDULE BASE PLATE COLUMN SIZE SIZE DETAft. C-1 C-2 C-3 C-4 c-s C-6 C-7 C-8 C-9 C-10 C-11 C-12 HSS7x7x'i'1s HSS 6 • 6 x 'i'1s t• X 1211 X 1'-011 HSSBxBx¾ 1" X 14" X 1'-2" HSS4x4x¼ ½" X 10• X 01-611 HSS 6 x 6 X 'ifis 1" X 12" X 1'-0" - HSSBxBx¼ HSS8x8x¼ 1½" X 14" X 1'-2" HSS4x4x"1o HSS4x6x"1s HSS 6 x 6 x 'ifis HSS6x 6x "1o HSS 6 x 6 x 'i'is I COLUMN NQJES· 1). USE COLUMN CAP PER DETAIL "3/-" FOR ALL COLUMNS U.N.O. 11/55.3 10/SS.1 7 /SS.1 12~5.2 7/S5.1 6/56.! 2/SS.3 2/56.3 2/S6.3 I 58/S7.2 11/S6.6 11/SS.3 2). SEE PLANS F'OR NON-SCHEDULED COLUMNS. 3). "PARA." INDICATES TOP OF PARAPET WELD (l) SIZE 1-411 ,e." .... 11,s" ... ,&" o/1&11 ' o/1s" -1/8" -..Ye,. .J/'9 II =" TOP OF COLUMN COMMENTS DETAIL 7/S7.3 FTG. TO PARA. 7/S7.3 FTG. TO PARA. 5/S7.2 FTG. TO 2ND 10C/S7.2 CURB TO 2ND SEE PLAN FTG. TO 2ND 9/56.4 FTG. TO 2ND 5C/-FTG. TO 2ND 6/-2ND TO ROOF 7/57.3 2ND TO PARA. 7/~.3 , 2ND TO PARA. 7/~.3 ' 2ND TO PARA. 7/S7.3 SIM. FTG. TO PARA. 0........=.CO;:;..L;:::.;U:.:.M:.:.;N..:..S;:;..C:.:.H.;.;;E=D=U=L~E ______ _ COL. & CAP II! ) I ~ • .,. "'· , •. , rr===:6~ I "'~ . ~'&--8"~ 1/4 V I'\_ WF OR TS COLUMN WHERE OCCURS. THE.INCLUDED DRAWl/llGS, SPECIFICATIOMS, IDEAS,. De81GftlSAND AR!v.NGE.Me.TS ~REiSl::Nli;D T.t£REB'Y ARE AND Sl'IAU. RE,M,lolill THE. PROPERTY DF lfflM DC5113N GROUP AND loiO PARTniERleOF !IHAI.L BE.COPIED, DISCLOSED TO OTtEU>Ofl.lAED IN CONNECTION Wint ANY WORK OR PROJECT OTHER THAN 1 li!=c SPECIFIC PROJECT FOR WHICH. TH~ HA.VE BEEIII PREPARED ANIJ 01,;VaQPED WITT10UT T~E: WRITT'a. CONSENT OF RAM DESIGN GFWUP. V16UAL. CONl.-.cT WITH 11,ESEc DRA.,.r.GS OR SPl=lllFIQ\TIONSSI-IAl..LCONSTIT .sn: CONl1U5Nlo EVIDENCe OF ACCEPfANCE: OF THESE.RESTRICTIONS. SUBli/J I TAI. OF THESE DOCUMENTS FOR PUl'N..IC AGENCY REVIEW SHALL NO r BE.CONSIDERED A. w..\1\/EA OF RRl,,I OESIG"'-GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Callfomla Corporation 1- ....J ::::) ID (/) I', <( w : " m ~ g w I,! !!I 5 e. w ~ ~ " ~ ~ E o • f ~ ~~ 0 ~ ~it • 0 z f ~ ~i ' 0 0 ~ 0 -..I ... -0 0 N c( 0) tL c( 0 u 1/) z . .J -"C ~ z Ill -.Q w ~ 1/) 0 .:: ..J I-Ill ~ 0:: 0 0. w i; ~ 0 z 3: ..J w 0 C w I-Q. 0 1/) u, ·-.. w 0 0:: 0 I-~ u, It) ·o:: N -LI. I Sei,tember 09, 2009 •.dwg --11075_70..__ S-7.2 f NOT SHOWN ON S'TRUCTURAL DRAWINGS. ,,.__. ----~~----t_-----_-_-__ r-_-OF'_SWML ___ -__ -f!OIST-. -. _-R-,NC-_ BOL ___ -_ T---t-OF ___ SW!VEL ____ -___ H_Of_ST ___ -RI-NG-__ BO_L_T _____ .-.-. -_-__ -_-_-_-_ ------l __ b ___ = __ = __ =_=_=_ = .... =.= ... = .. =._=_=_= __ -__ = __ =_=_=_-__ = __ = ___ -....Jl----_-_-cc-_-... -... -... -.-_-__ -_-_-___ -_-_-__ -__ -__ -__ l'flN~ll-··:t;;:1.~--SEE-m.,.~-~----~--l'OR _____ -DET-AIL_S_.!t ___ -DI_MENSI _____ -ONS--NOT-SH~OI\W-.--.---.. -~·~77 -------. ·-. -... ---. --.... " V ® PLAN VIEW -2. SLOT TS FOR KNIFE PLATES NOT SHOI\W. B ' I IMPROVEMENT PLANS FOR: . . . . . ------------------------------------------------ -----------CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY STEEL TYPICAL DETAILS ~ ~ -~ --' ----------------------~---------------------------------·-------- " 0 SWIVEL HOIST RING 0_:...;Pl~P=-E -=-P=EN;.;.:E::.;T;.;...RA::...:.;.T=■=IO:.;.;N:...:T:.;.;H:.;.;R:.;:;.U=B;.;;:EA::..::.:.:M...:.W.;.;:E::.::B;___ 0 ..... TY.:..:..:.P..:.;fC::;:.A.=L::..::B=EA::...:.::.:.:M:...:T--=O...:.H=S..::.S...;;;C=O=L=UM=N;.;..._ __ _ CONNECTION -0 TYPfCAL COLUMN CAP APPROVED WIWAM E._!.:!JMMER ..... .,?., -.,,,_ c..~;e.,...~~~-~ DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31110 . DA - g:0 s:~-=.===: \ PR~J~P· \ DR"!~~o .• RVWD BY, . . 08 112/ 08!!2_S72 09/0J/09 ! ... " ~ ~ , 3 x NAILER w/ !!ft,• e T. W.S. @ 32" O.C.. TYP. COUNTERSUNK HEAD AS NECESSARY----' HSS6 x 4 • !\'ts FLAT CONNECTION TO POST PER 10 S7.2 16d NAILS @ 3" 0.C. STAGGERED ----. ROOF 6 • 12 DRAG BEAM 14 • THICI( "U" ii> w/ 2-¾" 11 M.B •. -..../ II I ' I I I I I I I I I I __ TOP~ OF F>AIMPET _,,.--2x8 STUDS @ 16" o.c. • "' I BEAM THIS SIDE WHERE OCCURS EXTEND COLUMN TO TOP OF F>ARAPET 6 S7.2 S1EEL BEAM WHERE OCCURS SEE PLAN 0~SC=R;..;;:E::;:E=N;;_;S::.;;:E::.;;:C;_;_T,;_;;IO""'"N;...._ ______ _ 3x NAILER w/ !!ft,• e T.W.S. @ 32" O.C •• TYP. COUN"IERSUNK HEAD AS NECESSARY---/ HSS6x4x'l'ts CONNECTION TO POST PER !O 1---'-=---1-' S7.2 WORK POINT·-..../ 2• S"TUDS @ 16" o.c. HSS 6 x 4 x !\'ta CONNECTION TO POST PER HSS 6 • 6 • !\'ts I I I I i !! ~ I~ CD O ,ic-~_,,_, T.D. SCREEN PER ARCH. t!Qlt;_ 1.SEE A~f'IECTURAL F'OR FINISH AND WEATHER PROOF!NG 2.ALL EXPOSED S1EEL SHALL BE GALVANIZED & F>AINTED w/ WEATHER PROOF PAINT ½" WOOD SHEATHING w/ 10d@ 6" O.C. EDGES AND 12" O.C. FIELD BOTH SIDES OF STUDS MAX. 1 __ +_29'-o" 18 I I ii I ~l ! ii> ½" X 10" X 10" HSS7•7•¾ fl!½' X 10" X 10 ~l I I 1•--• I MAIN ROOF '--ROOF BEAM PER PLAN 0 ROOF SCREEN SECTION 4,------__ _ ,-----3x NAILER W/ ¾"e T.W.S. & .229" x J x 3 fl! WASHERS ½" THICK STRUC I SHEATHING W/ SPAN INDEX 32/16, NAIL EDGES W/ 10d @ 4" O.C. FIELD 10d (II 12" O.C •. --, @ 12· o.c. r---L3 x Jx ¼ 0 4'-0" O.C. w / ¾" 11 M.B. EACH END II>¼. r--3x8 NAn.ER w/ ¾" 11 T.W.S @ 16" o.c. '--2 x 6 C.J. (II 16" 0.C. W/ "U" HANGERS EA. END 0 FLOOR FRAMING SECTION 5 i-------- , ½ ~_.....,.....,,_ P.P. !\Its HSS4x4x¾ OUTRIGGER FOR SCREEN---- I I I I :_ I I COLUMN PER PLAN BEAM PER PLAN FULL HEIGHT STIFFENER~ ~ TYP • HANGER PER SCHEDULE-~ 2 x 6 BLOCKING -~ W/ J-16d IIIAILS @ BOT. OF JOISTS EA. SIDE OF BM. I-JOIST PER PLAN STEEL BEAM PER PLAN!--✓ WOOD NAILER RIPPED TO MATCH STEEL BEAM FLANGE W / ¾,•11 WELDED THREADED S"TUDS NUT & WASHER @ 2·-0· o.c.-----~ ,------"MSTI 36" STRAP @ 48" O.C. W/ 9-10<! NAILS EA ENO ,------2 ROW OF 10d @ 4" O.C. ,------J x NAn.ER W/ ¾"II WELDED THREADED S"TUDS @ 12" O.C. , COUNTERSUNK ¾" MAX., PROVIDE NUT AND WASHER. kiw;::,,.r-------3xNAILER w/ ¾"ti HNltlER8CHEDULE JOISTS HANGER Lvt BA PSL GLTV LB OTHER B WELDED THREADED STUDS @ 32" O.C. COUNTERSUNK PROVIDE NUT AND WASHER ,1 ~!,-__;;S;..;.T~EE~L:c..::.B=EA~M=-'-N~A~IL~E~R~&'-'-------- '-, I-JOIST HANGER DETAIL TYP. >-TT""-. SLAB REINF. PER PLAN (DISCONTINUOUS AT GRID "131 ,114 x 24" @ 24" o.c. EACH SIDE OF JOINT S1EEL ANGLES PLACED TIGHT AGAINST EACH OTHER S1EEL PLATE %" "/ 2" OVERLAP OVER EACH BEAM-------~ SLIP JOINT DETAIL 13 SEALANT TO COi/ER ANY GAP DUE TO INHEREIIIT MATERIAL MALFORMATION L5x5x% I{!> EDGE DO NOT WELD TO STEEL Ii! DO NOT WELD PlA TE TO STEEL BEAM OR ANGLE TOP OF CONCRETE BOTTOM OF DECK '---END OF METAL DECK ~--STEEL BEAM 2 IN CONCRETE METAL DECK I I I I I -, r- • I I• a I I a I I el la I I • I I• FULL HEIGHT STIFFENER PER~ ~ •I t• I====~-~ ~---1=--=fo---======I HSS 5 X 4 X ¼1-l---1--ii---' 2x STUDS @ t6" o.c. . ~.... . . • (/j \• " -' l'ses ,·~.. -a 09_ XP. 3.3\-IG n1E lNCLUDED ORAWINGB,. SPECIFICATION&. IOEAS, DESIGtr.S AND ARRANGEMENTS REPRESENTED THEREBY ARE ANO SHALL REWIIN lliE PRO?ERTY OF RRM. DESIGN GROUP AND t.O ?ART Tl-JERroF SHALL BE COPIED, O~LOSEO TO OTHERS OR I.ISED IN CONNECTION WITH MN WORKORPRQJECT 01'1-lER 'THAN THF. Sl"ECIFIC PROJECT FOR WHICH THEY HAVE 8EDI PREPARED ANO DE\IELCPEO WITHOUT THE WRITTBiCONSENT OF 11RM OEBIGlri/ GROUP. VIGUAL COt,IT~ Willi TKESE IJAAWINGS ORlFErlFICo\TION.8 SHAI.L CO!olSTIT ulE CONCLUSI\IE EVIDENCE OF ACCEPTANCE OF T11ESE RESTRICTIONS, SUBMITTAL OF THESE DOC:Ut.\ENT9 FOR PUBl.lC A.OE"ICV REVlf'W SI-IALL NOT BECONSlmCR£DA WAIi/Gi OF RRM DESIGN GROUP'S ~CJHTS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation ~ I# I!! ,!.i < 0 -O~..; e i:!.,. $ Ii~~ -u Ji"' £1uJ; i-~~&!~ :, =--' tlti~cS~ \!};cf 8"" :::, _.,,,..u.;{ (Il llm!"" .. (I) !I, <C w " m ill w l'j 5 ~ ii! ~ 0 -..I T" -0 (.) N < Cl) LI. < 0 (.) z ,:, -z RJ II) ~ .0 ...I 1/) ~ -... I-RJ w 0::: (.) 0 -' w w 0 RJ w ~ I-z u, 0 C: Cl. 0 U) ·-... w 0 0::: 0 ~ ~ U) IO 0::: N --LI. t! . " ~, i5 --=· 1-" September 09, 2009 •.ctwg .... 1107570 - i - -BOTTOM ,;;.OF;=,= , ______ i. __ ,.l---------------------------------------------------------------------~=~~=----r~1o.;::---~~ _:--:llSOF;·rnni'aTiiFROFAM-IN=G~ll=:,;;;_;=1t:."c----~--------~---~E-=-.._=-,,~==t:::1c\~:;_~~':'_~':"_~~':'_~':'_~':"_~~':'_==,,t-~~~1--~· S-7.3 fsHEul_ CI'I'X__OF~CARLSBAD~ I SHEETS~ ~ "'-BOTTOM OF STl. BOTTOM OF COLUMN HSS 5 x 5 • !\'ts,--' [;; AT ,0'-4"---' SOFFIT PER A~. PER PLAN ~r:-T,-<TYP. :-1 :\i -~ :\i -~ ~ Si 08 ! 12/ 08! !2_S7J 6 \. ' BEAM, NArLER, AND SOFFIT SUPPORT DETAIL OVER PATIO FOR NAILER INFO. SEE DETAIL EB HSS 5 x 5 • !\'ta--' @ ELEVATION ----~ -ENGINEERING DEPARTMENT 2411---- IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAJNI/IIGFACIUTY SIEEL DETArLS APPROVED WfWAM f.fl.J/M,M£R &&zz,.,.-c:.~ n • ., ""~fit DEPUTY CITY ENGINEER l'E28176 EXPIRES J 31 IQDA DWN BY: ---I PROJECT NO. I DRAWING NO. ~~-:~----.. -3'686 - -_ -.. 463----:1 - - \ I. i ! / --·------------- V, -:,-- It> It> ..... ..... ....., IV 0 -IV ~ 00 ~ en w I ..... --STRINGER PER PLAN COLUMN PER PLAN-..../ FOR lr.lFORMATION NOT SHOWN SEE® BEAM PER PLAN G STAIR AT COMMERCIAL BURN PROP A '---CAP END STRINGER OR LANDING END TUBE PER PLAN--... TYP. >-.,..,,4~-2--1-2✓ @ SECTION A--- ' ''. COMMERCIAL BURN PROP ... 11 ~ STAIR STRINGER CONNECTION 08 I 12/ 08112_$74 09/02/09 ~ FOR ROOF RAFTER TO BEAM CONDITION, SEE ~ '@ P tOOOx o·-I0· o 2·-0· o.c. Ill> 1'-0" O.C. lfflERE PAR1l1l0NS ARE STACKED 'L--IHANGER ROD AND BRACING BY PARTITION MANUFACTURER BOTTOM FLANGE OF BEAM @~SE_C-=--Tl-'-O_N _ 0 MOVABLE PARTITION SUPPORT 7-----'---'---DETAIL STRINGER ----1--L--1-____ -_~.,.= = \ = =STRINGER -----~-----i;...--.i----1 lHIS SIDE C CONCRETE lfflERE OCCURS @_;_;PLA::..;;.;.N...;Vl~EW:.;.;___ 1/2" SHIM II! .>-~¼~-<J-S!DES II! 'Yax 5x6 EACH SIDE OF COLUMN -.-·""-..-,--COLUMN PER PLAN LANDING STAIR LANDING BEAM PER PLAN L3x 3x ¼ EACH SIDE @ s·-o· o.c. w/ 2-¾" fl M.B. TO JOIST AND 1-¾" fl TO STEEL II! ~-WEB B1.0Cl<lNG EACH SIDE w/ 2 ROWS OF 7-!6d I NAILS Ill> 3" O.C. II! ¼ x 6 x 6 EACH SIDE----' ,--2 ROWS OF !Od @ 4" O.C. ~-JOIST &: HANGER PER Pl.AN 3x NAILER w/ ¾" 11 T.W.S. @ 24" o.c. COUNTERSUNK E.N. 16d @ 3" O.C. SHEAR WALL SHEA THING PER PLAN 0 DRAG BEAM BRACING DETAIL L3x3x'4 ON--~ ALL 4 SIDES OF LANDING. WELD LANDING Pl.A TE TO STI.. ANGlE. (TYP.) FlNISH LANDING 2" HARDROCK--' CONCRETE FlLL O~R ½,• THK. II! O~R L3x3xY4 @ 2·-0· o.c. F.P.>--..f?--PJ STRINGER UP--,. 18" MIN. © SECTION .. TREAD &: RISER SUPPORT PER @ '--ADD SECTION MATCHING STRINGER COLUMN ¼ 3 PER PLAN-_,,, "-:-:-T?--< 3" ON 3-SIDES ¼ FINISH LANDING ©.,__S:::E:.:C..;.;TI.::.cON-'--- '---L3 x 3 x 'i>\s x o'-5" @ SECTION @ SECTION " STAIR SCREEN COLUMN , 8 , TO LANDING MEMBER CONNECTION ---HSS8x4x'4 LANDING BEAM-'-- HSS4x4x¼--- COt.UMN BELOW w/ 6x Bx½ CAP II! ½"x10x10 B. II! fl 4-11/a"tl THREADED RODS EMBEDDED 4¼" INTO CONC, W/ HIL TI "HY-150" EPOXY I I I I I I I I I I I I I --1-1---- 1 I HSS12x2x 14 CUT&: BEND STRINGER, TYPICAL 0 STAIR STRINGER CONNECTION 9 ------'-----'--- STRINGER DOWN HSS12 x 2 x ¼ TYPICAL ® SECTION S.A.D --HSS8x4x¼ LANDING SUPPORT BEAM 12 GA. TREAD & RISER S.A.O. MIN. l'IARDROCK CONC. FlLLED TREADS TYP. GRIND, TYP. ¼ i'i:--S.A.D. FOR ii 1! GUARDRAIL/HANDRAIL 11 11 I I ~lli~~ ~81 ~,: J" MIN. '--.,--,.,,-< L TO HSS :\!is TYP. EA. ENO L TO HSS 2-6 TYP. EA. END --L-2,. 2.~a.o'-9" - TYP.@ TREAD @ SEC1!0H L 2 x 2 x ¼, 2-¾"II l'llLTI 9• LONG !<WIK BOLTS IN HORIZONTAL SLOTTED. HOLES @....:::SE::::C~'TION"'"--- 0 TYPICAL STEEL STAIR DETAILS • WORK POINT--,. • .... "' ,. -- / I I I I I I \ \ ' ' 5 --. -- >---FACE OF CMU WALL ---- / A ' \ TOP OF STEEL !5'-61/2" METAL DECK PER PLAN \ I I I I I I I I I I I I I I I I I I 8" WIDE x 12" LONG SHIM PLATE I I COLUMN PER PLAN I I / I / I I THE IMC~UOED !lRII.WlNSS. SPE.CIFIC:,..TIO+lli, IOeM, DESSIGNSAND ARRANGEMl::.N fS ~IUafilaNTE:D nt~ ARENJCJ SHAU.REMAIN THE. PRCPERlY OF A.Rl.l DE51GN GROUP AND NO AART TI-ERWI" SHALL B£ COPIED, DISCUJBED 10 OTHERS OH. USEO IN CONNECTION WITH ~ WCIRIC OR PROJECT OTHER THAN THE 8PEClflC PROJl=CT FOR We!ICH TliE'I' HA,.VE BEEN PREPARED AND CiaVELCIPED WITI-!OVr THi,. W~Bt GONIIE!olT 0~ RRlll DESIGN G;:u)UP. VISUAL OONT,t,CT WITH THl:l!E DAAWIMGS OR SFF.Cll'ICATIO!oS S,iALL CONSTITUTE CONCU151VI. ii:VID!oNCE OF ACCePTANCE.OF THESE Ri:STRICTIONS. SUBlo\lTTALOF TH.EiSE DOCUMENTS FOR ?UBLICAGEr.lCV REVl= SHAU. tfOT BE CONSIDERED A, WAIVER OF AAM oestoN. GROUP'S RIGI-ITS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomla Corporation 1"111111 NIii IUII a. ::::J 0 i..... 58.4 I I @ SECTION tlO C: tlO r .., I 1 '-J 2 ~ STEEL BEAM CONNECTION SHOOTING RANGE TO CARPORT SllJD WALL~ WINDOW ABO~ E.N. SEE ARCH 3x NAILER---✓ HORIZONTAL TUBE PER Pl.AN----' STAIR STRINGER HSS12 x 2 x ¼ CUT &: BEND, SEE ARCH FOR PROFILE---..,. I I I I I I I I i---=--=-~-=-=--=-~-a.;-~-=-.,.-~: LANDING BEAM TO LINE UP w/ COLUMN SEAT PER 3 ___ ., I I I I I ,---. / ' I ' \ I \ I l \ I ,\_FURRING . PER ARCH '--COLUMN PER PLAN '--½" STRUCT 1 SHEATHING w/ 10d @ 4" O.C. EDGES AND 10d O 12" O.C. FlElD, APPLY SAME SHEA THING lfflERE STUD WALL ABO~ OCCURS -1-------'"'--'_,_,_ .... _-_-_J_,,,~ TYPICAL STAIR LANDING BEAM SUPPORT DETAIL ·-en Q,) '"O E i..... i..... ~ 0 -..I .... -0 (.) N <C Cl) LL. <C 0 (.) z "O -z CIS ~ -,Q ~ 1/) ~ ;: I-CIS w 0:. (.) 0 ..J LU w C CIS w == I-z U) 0 C: 0. 0 ti> ·-... COL PER PLAN %" THICK STIFFENER II! 'S LU 0 }-.;jj....--#-li-' +' --- ' I I I r-i""-=-=----""----=-"'-=-=-=--=·=t· I I I I I I ___ ... I I I r---_j~HSS 12 x 2 x ¼ STRINGERS. TYP. 1/4 @ SECTION WOOO NAILER ¼17 ll!'hx6x6 ¼ II! '4x4x4 1/4 @ SECTION 0 ~ST:..:.R.::.:IN:.:..:G::.:E:::.R::..:l1:...::0:....:C::..::O=-=L=-=U.:.:.:M~N ___ _ CONNECTION 0:. 0 I-ID ti> "' 0:. N u. -- 1107570 ~ CITY OF CARLSBAD I SH·E·ETS [ L:.__j ENGINEERING DEPARTMENT . . . 248 _ --IMPROVEMENT P!.ANSFOR: ---------_ _ __ _ CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY STEEL DETAILS ~~5L/4~2 ff?!cR • •1 -·······- DEPUTY CITY ENGINEER PE 28176 EXPIRES J 31 10 DWN BY: CHl<D BY: __ _ RVWD BY: PROJECT NO. !,656 I DRAWING NO. 463-1 ' I ---=-' 1/4 3-12 AT HIP .-r---¾• 11 PUODLE WELDS@ 12" D.C. ·,,----14" THICK BENT PLA'!E HIP BEAM OR RIDGE BEAM PER PLAN G TYPICAL SECTION AT RIDGE & HIP BEAMS TYi'. 14 PLAN VIEW 14"x4x6" PLATES EA. SIDE Of' EA. RAFTER -----. ~.,,,4,------rr--< TYP. --RAnERS PER PLAN. SEE ARCH. FOR SLOPE ----'ERECTION SEAT PER CONTRACTOR OPTION @ SECTION A ---=-e-.....___-RIDGE BEAM PER Pt.AN Q:_TY.;..:P_I C~A...;..L..;...RA...;....;...FT_E _R _T_O _R_I D_G_E:_ ___ _ \.:J CONNECTION ~=a--=====-!!! "' ,., WOOD FRAMING PROP J @ SECTION A--- METAL DECK PER PLAN ,,----ROOFING, WEATHER PROOFING AND FLASHING PER ARCH. ,,.----SHEATHING PER ARCH. ,----ROOf' METAL DECK PER PLAN muss MEMBER SIZES TRUSS TYPE TOP CHORD I HSS Bx4x'l'a II HSS 6x4x1/i• 0 TRUSS ELEVATION TOP CHORD PER ELEV. TUBE S'TEEL POST BOT. CHORD HSS 4x4x¼ HSS 8x4x¾ HSS 4x4x 14 HSS 6x4x¾ (a--..,.---<:TYP. '----,,..---,,--<TYP. POST PER ELEV. ---i 'i'ts J" TYi'. '1'16 3• 'Ya" THICK II! EA. SIDE---" TUBE S'TEEL BM. PER El.EV. ' .., ENLARGED DETAIL OF TRUSS MEMBER 8 ~:.;.:.:=..;;:.;.=:.=...=...;=.:.::..:.:.::::....;:;.;;......;;..:....:..;::;.;:;...;;;..;.:.===.:.:~- \. J CONNECTION WORK POINT TOP OF S'TEEL---...... 7 ;; I I I : I I I I I I I I I I I I I I I --¼"x4x4 II! EA. SIDE OF RAFTER SCREEN TUBES PER ¼17 -----1@ @ PLAN WW \l='!f.==.=-,,..-=-==--=11r~:::,:::: BEAM BEYOND \ \ \ \ \ \ 1/2' CAP II! '---WORK POINT OF COi. @--c.SEJ=C'-"11""0N"-_ 0........;..;;.RO.:...O.:...F:-S.:...C=R....;;;;E;;;;;;E:.;.;N-=S;:.;:::E;:.;:::C..;.Tl;:.;:::O..:.;N:-____ _ TYP. 14 BENT PLATE ON EAVE SIDE PER~ ~ ,--S'TEEL BEAM PER Pt.AN SPLICE IN TRIM 0 ......=ED=:;..G;:;.;E=:;..B::;..;E;:;.;N..:.;T;....;;P-=LA=-:.:.T=-E..;.TO~RA~FT.:..:E=R=------ CONNECTION FLASHING PER ARCH. 1 56.6 ---• • _,,--HSS 2 x 2 • 1/i• RAILING POSTS @ EVERY S'IEEL BM. VERIFY LOCA "110N W / ARCH. ~,,,-4--,.,..---< TYP. ~--·¾" THICK g• II il!'S __.,,.. W/ 6-¾" BOLTS ¼ ½" PLYWOOD SHEA'IHING S'lEEL BEAM AT ROOf' BETWEEN "D-G" AND "2-4• 4 x 6 PTDF ON 4 SIDES OF" KNOCKOUT HOLE W/ ¾"II THRU 1-----,,,,i-rs-o-15•-0;·,,. .----/------->.- . · EA. s1oe:-cotJN1ERStJNI(; --------------------1-=.=;c;----------------1✓---Or RAFTER '-------L 4x 3 x ¼ (UH) SECTION 4 SIDES OF KNOCKOUT ®------HOLE t;\i---.;;.KN_O.:--C;_K_O_U_T_P_A_NE_L;;;..P_R.....;O_P _____ _ '-.:J DETAIL 0-TY..;...;..;.P..:.;IC:.;..A.:::L:....:..RA=....:.;..FT..;..:E=R-=-T-=O:_H=l.:--P ...;:;.C~O;;.;.;NN=E=C:;..:;T..:..:1O:;.;;.N'-_ 0--·:....:RA:....:;l:.=Ll:.:..:N:...;:;G...;.PO-=-;..::$..;.f-=D-=E..:.;TA:....:;f:.;::.L ___ _ 08 Tf2/ Otlff2_S75 09/01/09 THE. INCLUDED ORAWINGIS, SPECIFICATIOl<IS,, IDEAS,. OESl(]NSAhlO ARRAAIGEMO.TS ~lt.O THSU:iilY AR£ ANO Sk,t,U. REW\!"! Tl-IE ?ROPER TY OF RRtd Dl:61(:)N. OROUP AKE) NC PARTTHliRECF SHAU. BE COPIED, msrn.osED TO OTH~OR~ IN CONNECTION wrnt Al'N WORK OR PROJECT OTHER TI-IAN le!E SPECIFIC 1-'H.OJEC\ FOR WHICH THE'I' Kit.VE. EIE£N PREPAR.i;llANll 09/aQP~ WITHOUT THE WRITTB,/ OONSEJolT OF RR». lla!lGN GROUP. VIWAI. CONTACT Wint Tl-lES<a ORJ,.WJ"-IGS ORSPEClfGO.TIO~ SHAU.. CONSTTH.ITe CONCWS~ EVIDENCE OF ACOEP'rANCf.OF THESE KeS fRICTION.li. SUIIUITTAL..OF THESE IXlCUMENTS FOR PL.Ell.IC AGeHCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM OES!ON. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation 0 ROOF CANOPY CONNECTION HIP BEAMS PER PLAN I I I OF RIDGE I I I I I I I I I RIDGE BEAM PER PLAN ¼ S'TEEL TRUSS PER PLAN ~HIP • I--' => CD (/) <( ~ 0 -..J .... -0 (.) N <C c,, LL. c( C, (.) z i:, -z CIJ fl) -.0 ..J ~ 1/) ~ z ~ 0 I-ns w F 0 0. er:: (.) "' ..J r ~ STEEL FRAMING 1..._ 2 ,, AT HIP/RIDGE CONNECTION g w w w 0 ns w 0 ~ I-~ z u, 3 S'TEEL TUBES PER PLAN PERFDRA TED PANELS PER ARCH. L 2 x 2 x ¼ All 4 SIDES Or PANEL --:· *.dwg --.. vi 0 C 5' w 0.. 0 <r U') ·;:: w 0 0:: 0 I-ID U') LC) er:: N -LL. ~ ~· ~ ~ ~e ;;§ i§ ffi I w Seplombor 09, 2009 1107570 - ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 24B ~ IMPROVEMENT_PI.ANSFOR.:~ ---~-~-----~ ~ ClfRf.Sl!rAO JO/lff FIRST RESPONDER TRAINIII/GFAC/LTIY STEEL DETAILS APPROVED mWAM £_f:.t.!!~M£R PERFORA.TEDSCREEN SUPPORT A"4 -:?f ; t: ~• ....... --=---~~ op&,/4 DEPUTY CITY ENGINEER-PE28176 .. EXPIRES.-J J! (} - -DAlE - I DRAWING NO. AT ROOF CANOPY DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. :,066 . 463-1 9 I cpcp I I 110'\ \S8.3 -~ SIM. I - , 10 \ ' S8.3 1 7 8 5 I STH1 I STH3 I. .. S1H1 .. -S1H1 S1H1 STH1 ~ ~ STH~ STlf2 STH2 I 4A \ 1 S7.7 1 TYP - I 4A ' 1 S7.7 1 TYP. - @ ELEVATION " , 6 I ' S7.3 1 - ~1 VJ I STH2 STH2 @ ELEVATION ALL EXPOSED STEEL SHALL BE GALVANIZED & COVERED w/ WEATHER PROOF PAINT 0-s.,;;...c.:;_R...;;;E=E:;_N....;.A.,;;...T_G=R=ID::..;L=IN;.;;..E::;..'_;.'N.:;_" _________________________ _ STH2 STH2 STH1 @ SIDE ELEVATION AT TWO PLACES K J H STH1 STH1 12 S7.7 ' ", SCREEN AT EAST END ""11 ~ OF 100 YARD SHOOTING RANGE - STH6 STH6 STH6 ~STH7 -------- 7 /2..._ ~ @ SCREEN ON SIDE A ----------O F BUILDING @--- @---- STH1 STH2 ~ S1H1 ~ STH2 ~ STH1 ~ @ ELEVATION C D STH5 STH5 511-15 S1H5 l ALL EXPOSED STEEL SHALL BE GALVANIZED t,, COVERED w/ WEATHER PROOF PAIIIIT 3 57.7 © ALL EXPvSED STEEL SHALL BE GALVANIZED & COVERED w / WEATHER PROOr PAINT © SCREEN UNDER somr 0-s_C=R=E=E;.;_N.,;;...A:;.;;..T...;;;G..:;..;R=ID..;;:L;;.;..IN_;;;E'--1·..;;;..c" ________________________ _ 08 112/ 081!2_S76 O.,YO.J"/09 STH2 I I ;1 I ,. I "' ,::I I ,:: I :c I I I I I I I I I I I I ~ 1=-=___,j,I I HSS5x5x¾ HSS5x5x¥• ,,.,__,I I I I I 1; I I; I I " co I I ::: I I :i: I I I I I ¼ 3" MIN. I l~-..=~~~~~'-F=-.=-1 I I I I I I SHIM II!¾" I I ,,-.--il--H---,1,j-,-~ i+-2-<'TYP. MEMBER STV1 STV2 STV3 STH1 STH2 STH3 STH4 STH5 STH6 STH7 SCREEN MEMBER SCHEDULE SIZE ORIENTA 110N COMMENTS HSS4x 4x 1/4 SLOPED SUPPORTED BY HOR. TUBES HSS 4 X 4 X 'V-ts SLOPED STOPS AT 5" WIDE HOR. TUBES .. HSS4x4x¾ SLOPED TOP CANTILEVERED VERT. TUBES HSS 4 x 5 x 'V-te FLAT EXTEND TO EDGE OF FRAMES HSS4x 4x ¼ SKEWED STOPS SHORT OF VERT. TUBES HSS 4x 5 X 'Yft FLAT LONG SPAN BETWEEN 3-5 -HSS4x4x½ SKEWED HSS4x4x¼ SLOPED HSS 4 x 5 x !¥,a FLAT HSS 5x 5 x !\'ts FLAT ' '1) o:, 568·• ,n m a:. ;.. ,., n . ::c. ·. -I Qi : -~ Of CA~I~ £xp 3 • .3,•. ,o THE. ll<CLIJDEO ORA'IIIINGS, SPECIF!CllTION&,. IDEA&. DESIGNSAWD AARANOEMENTS REPRESENTED THERE8Y ARE ANO SHM.L REMAIN. Tl-IE P!sOPERTY OF RRM llESll1N GROUP AND NO PAR.TT~ SHALL 111,.COf'IEO, OISCLOSEtl TD OTHERS OR, USED IN CONNECTIOfrl WITH ~V WORK OR PROJECT OThER THAN THE SPECIFIC PROJECT f-DR. WHICH. THEY HAVE BEEN F'RSPAREONID Oei~D W!ll10UT THE WRITT~ CONt!ENT OF RRM iJ5.slliltl Glt'JUF', lll&UALCONTACT W!nt THE5fc IJRI\WINOOOR l:ll'EOlf-ll.llTIClNS Stw..LCONSm1.ITE-CONCLUSIV!o. E\11D~ OF ACCEPTANCE OF THlaSE. RE6THJCTIOltl6,. 6U!lMITT..-.., OF THESE DOCUMENTS FOR PUBU(; AGENCY Rl=\/IEW SHAU. NOT BE CONSID.;REO ._ WAIVER OF RRM OIESK]N GROUP'S RIGHT&. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation TYP. ¼ 6" MIN. I I I ¥•• THICK GUSSET ii!, TYP. 0 SCREEN SCHEDULE :i.... :i.... HSS5x5x¾ ALL EXPOSED STEEL SHALL BE GALVANIZED & COVERED w/ WEATHER PROOF PAINT 5 SCREEN -LONGITUDINAL BRACING 1A S7.7 CONFIGURATION 5 AT ONE BAY ONLY I =t+36·-o· HSS"-x4,-'Va-->---I---- \..-le=;;..:..;;..;..;,...=.i~,..... :n ----..... -~ SCREEN TUBE PER ¼ @ PLAN VIEW I I I I I I I I I WORK POIIIIT I I I I T.&B. I I I TYP. I I I\. I I F.P. I I I I TYP. ¼ HSS4x4x¾ I I I I I I I +20·-o· I I CMU-PARAPET-n [1] I I I I HSS7x 7x ¾ I I '4" THK. EIIID ii! ¥•• THK. KNIFE ii! 1 '\ 71½ +tB'-0" ------ HSS7x7x¥o ev. ~8 ALL EXPOSED STEEL SHALL BE GALVAIIIIZED & COVERED w / WEATHER PROOF PAINT HSS 6 x 6 x ~8 VERT. POST AND DtAGONAL BRACING TYP. SEE PLAIII FOR LOCATION +1s'-o" ------ --ii!½" X g• X g• }-,.,....,-,...-( 4 SIDES. 14 t TO TOP Fl.ANGE 0--s.::;..c;;;;.;;R..;;.:E:;.;;;E:;.;.;N;_;W..;;.:A..;;.:L:;.;;;L;.;.F..;.;RA;;;._;;.;.;M;.;..;.IN.;;.:G:;_;;A..;;:B:;.;O:;.;VE:..=-.:.R..:.:O:....;;O;..:..F __ 1'- -' ::> (D (/) <( = --:;" " •.mvg ·- E ~ ., " f!I j ~ !i ; w ~ ~ ~ ~ a; :i~ " 0 i !!: ~ ~; ~' .,,i ~ ~l! 0 0 i1!; F ~ n z 0 vi 5 i,! ~ 0 -.J .... -0 (.) N < 0, LI. < C) (.) z -'O z cu -.Q ~ 1/J -'-I-n, ~ (.) w Q ~ z 0 C: ll. 0 th ·;: w 0 ~ 0 I-1,0 (/) I() ~ N -LI. 1-" September 09, 2009 1107570 S-7 fl) ..I ~ w Q o!I fl) z :5 D. z w w ~ t.,) 1/) ..I w w ~ 1/J ~Tll ~ CITY OF CARISBAD I SHEETS I ENGINEERING DEPARTMENT 248 -IMPROVEMENTPI.ANSFOR:~ --CARtSBAD JOINTFIRSiRESPOIVOER'TRAININGFACIL/7Y-- STEEL SCREEN PLANS & DETAILS OWN BY: --~ PROJECT NO. I DRAWING NO. CHKD BY:___ ~·· 463-1 RVWD BY: \! .,.-.._ ,....,_, I I I I ~)'L. /I v"""' I \ \ I I I I I I \/ \ \ I \ \ \ \ \ \ I I I I I I I I 1 ' HSS4x 4x ¾ tJ> EACH VERTICAL SCREEN TUBE !c~::::: .. _::-:~::::~,c,ci.il!liocf, :1,:. \,. ___ :,•:~ca,= ·,c;:,: --~'"""'•,·---------.. , .. / •417 ::,; :;r, 'F'°'•"'f-'::[-s'fi ''! ··········--·_···.~--:~-~ '°'"T'.~Jr~="r"•"•"·""' .. ~-----------NQit;_ NOT ALL FRAMING IS 5HO'MII IN THIS DETAIL FOR ALL OTHER FRAMING CONDIT!ONS SEE DETAIL "10/58.4" TYP. ¼ I t¼"x611 x6• AT EACH BRACE. TYP. 11 It I IL-I ' L 3½ x 3''2 x '4 BRACE @ EACH TUBE BELOW STEEL BEAMS PER PLAN HSS6x6x¾ AT EACH VERTICAL SCREEN TUBE HSS 4 x 4 x '4 VERTICAL SCREEN TUBES, STAGGERED I I --'\ /1\ --OSIM. SCREEN l'l CONNECTIONS PER ARCH ~-SLOPEO HORIZONTAL SCREEN TUBES PER PLAN t;\~ST.;;..;E=E=L;,.;;.F.;..;RA:...:c.:.:M.:..:.IN:..::G ________ _ 0~S.;:;_T.;;..;E=E=~;,.;;.F.;..;RA:...:c.:.:M.:..:.IN~G;..:,A.;.;T~S;;.;C:;_;_R=E=E.;.;.N ____ _ ~ ATSCREEN / I I \ ' l l - \ I I ALL EXPOSED STEEL SHALL BE GALVANIZED .._ ' l'l COVERED w/ ~THER PROOF PAINT SLOPED VERTICAL SCREEN TUBE k TYP. @ SECTION A---- ® SECTION B ~"----'-- --HSS4x4x~8 OUTRIGGERS AT ENDS OF SCREEN. SEE ARCH FOR LOCATIONS SCREEN OUTRIGGER 1½" THICK SHIM PLATES _,,,..-TOP DF STEEL BEAM '--..._-SHIM t Q_S T_E_E_L _FRA_M_I_N _G _______ _ \J ATSCREEN --VENEER t 1n X 12 X 12 W/ 4-¾"tl HEADED ANCHORS:--J;-fti"'""M CMU WALL 3• MIN. GAP ALL AROUND, CONSULT w / CONTRACTOR FOR ACTUAL SIZE HS5 5 x 5 x ¾ SCREEN SUPPORT STRUC'l\JRE AT BOTTOM OF SCREEN l'l MIDHEIGHT BOTTOM Dr'-SCREEN- ® SECTION 8--- " " SUPPORT MEMBER FOR SCREEN 1 .. 12 ~ AT EAST END OF SHOOTING RANGE 08 112/ 08!!2_S77 ·· tl.9/0J/tl.9 · ----------------------------------------------- HSS 5 x 5 x ~•---" '4 17 WORK POINT-./ HSS 5 x 5 x ~----' HSS 5 X 5 X '1'1& 'l',e 2-12 T.O. SCREEN PER ARCH. 4°-0" MIN. •x• BRACE. ONE BAY EACH SIDE DF SCREEN ENCLOSURE. SEE~ ~ 1½ MAX. 'I',. 1 ALL EXPOSED STEEL SHALL BE GALVANIZED l'l COVERED w / ~ THER PROOF PAINT +20·-o· ----- I 1 t ~RACE II II 11: :11 I'' • 111 HSS6x6x¾ 1"-r-•1 I I MAIN ROOF ~-ROOF BEAM PER PLAN 0 ROOF SCREEN SECTION HSS5x5x~ ~ 1417 0 SCREEN I I ' I I I I , I ' 2-12 ALL EXPOSED STEEL SHALL BE GALVANIZED l'l COVERED w/ ~THER PROOF PAINT --HSS4x 4x '4 BRACE '4 • THICK •u• fl' w/ 2-:J,14 • II THRU BOLTS. TYP.-- COLUMN CONTINUOUS ~LEDGER PER ARCH. . --~'\ D. c.-,, : ~ . ·' , ca o , , · BEAM TWISTED TO MATCH COLUMN SLOPE @ SECTION A ------ ,-..,.¼,-P....-< TYP. L.,,.--< GRIND SMOOTH, TYPICAL P.P. >-,.,..,.,--,,. GRIND SMOOTI-1 ¼ ® PLAN VIEW s~-- ALL EXPOSED ~"TEEL SHALL BE GALVANIZED l'l COVERED w/ ~ THER PROOF PAINT '4" END PLATE-~ BEAM MEMBER NOT TWISTED VERTICAL MEMBER J-r,,--tE---< P.P. o/,a GRIND SMOOTH '4 • THICK CAP t .P. GRIND SMOOTH 4" MIN. . ~; C: '. '. .•;._ . * fxP. 3_3,.10 "THE IMCLUOtDDAAWI~ SPEOIFICA.TIOMS,. 1DEAB,. DESIGNS ANO ARRANGEMENTS REPRESENTED Tl-la.EBY ARE ANO SHAU.. Riaw.lN TH.E P,W;>ERTY OF Rl'll.t O~SIGN GRDI..IP AND NO PARTn-EREOF SHALL EE eoPIED,. DISCLOSEO TO OTI-IERS OR USED IN CONNECTION WITH ANY I/WORK OR PROJECT OTI-IER TAAN THE SPEC!FIC PRWC:CT FOR WtilCI-I TI-tEY HA.VE IIEE"I l"fU;:PARffiAhlO DEVELOPED WITHOUT T.te.ltoRITTEN C()l,ISe,rr OF RAM DESIGN.GROUP. VISUAI..COlilTM:l'l'WITH 1'MESE DRAWINGS 0!< S,,ECl~ICATIClr.8 i31-W..1. CONSIDUTE OClt.CWSIVE EVIDENCE OF ACCEP'l"ANCE OF THESE RESlRICTJO!<AS. SUBMITTAL OF 1'HESE DOCUMENTS FOR PUBLICAGEI\ICV f:IENlew Sl-!ALL NOT BE CONSIDEREO A. WNlll!R OF ~ DElSl8N GRQUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT' 2006 RRM is a Califomia Corporation i BEAM CONTINUOUS GRIND SMOOTH, TYPICAL © ELEVATION C -c....-.;..__ ® SECTION D---- TWISTED BEAM TO SKEWED COLUMN CONNECTION AT SCREEN t ½" x 12" x l'-J" w/ 4-¾" • A.B.-- i.+-1-,+,., EMBED. SCREEN l'l 17~---.. ~---~-:=--. 21can -·' CONNECTIONS ' ' '·· • -• PER ARCH---' SLOPED HORIZ. SCREEN '!UBE PER PLAN CONNECTION PEREB SCREEN l'l CONNECTIONS PER ARCH1-../' 2-12 HSS5x 4x '4 2· 4" 4'" + I I I I I I I I I I I I I I I P.P. GRIND SMOOTH 2" • ~ - ¼ @ SECTION A ~"----'-- '--SLOPED VERTICAL SCREEN TUBE PER PLAN ® ELEVATION B .........:=::.....;__;__;:__ ALL EXPOSED STEEL SHALL BE GALVANIZED l'l COVERED w / ~ THER PROOF PAINT 0 ~ST_E=E=L..;_F;..;:RA...;.M_I_N...;;.,G _______ _ AT SCREEN HSS4x 4x ½ OUTRIGGER '-,¼~~ TYP. @ SECTION A--- SCREEN TUBE ® i i ev,. i i i i i OUTRIGGER i i i SECTION 0 _$;:.:.C;:.:.R..;;.::E=E=N;..;:C;..;:O;..;;.N=N=E-"-CT.;;..;l...;;.,O...;.N ______ _ AT OUTRIGGER HSS5x5x'1'1s HOR. TYPICAL HSS5x 5x '4----... VERT. TYPICAL ·u· t--..F CMU WALL ALL EXPOSED STEEL SHALL BE GALVANIZED l'l COVERED w/ WEATHER PROOF PAINT I , I I I I 0 STEEL FRAMfNG AT SCREEN ' I J I ; i ,(l ' ii ,; , I I I I • i I , ' i,' I ' l/ ' !' SCREEN TUBES PER ELEVATIONS ON S7.6 <L> E ~ <L> • 1--' ::> CD V, < --=· .. ".dwg -- ,m ~ 0 -..I ..... -0 (.,) N < C7) LL < (!) (.,) (/J z ..I -,::, ~ z co -.Q w ~ II) C .::: z I-(U w ct: (.,) w 0:: w (.) 0 (U !/) z 3: ..I w 0 C: w I-a.. 0 !/) u, 'C: w 0 ct: 0 I-ID u, In ct: N LL ~ m z a ~ m ~ ij a fi Seplember 09, 2009 1107570 5-7.7 SHEETS 248 IMPROVEMENT PLANS FOR: CARLS8AD JOINT FIRST RESPONDER WAINING FACMJTY STEEL SCREEN DETAILS DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: ---~046, 463-1 RVWD BY: i ' "' § • • " "' ~ :\l; " ~ ., "' ;g :ii' c¥ .r ~ ~ !! -~ !! -~ "' ---"" EDGE NAIL TO TOP PLATE FULL SIZE PLYWOOD SHEET TYP. U.N.O. POST AT HO - EDGE NAil TO HOLO DOWN / POST ANCHOR BOLTS . . . . . 12" " PAR'T!AL SHEET AT MIN. j WALL END ONLY I ' I' .--Va• GAPS AT ALL PLYWOOD JOINTS ON EXTERIOR WALLS WHICH RECEIIIE PLASTER FINISH. ~ STAGGER HORIZ. PANEL JOINTS, TYP. OR USE FULL HEIGHT SHEETS WHERE POSSIBLE \ z ,3 0 -~L&I~ o er :=i ,wo • :Cw -:;:: <r: I--'~ \"-H--4+--BLK'G. AT PANEL V EDGES SAME SIZE AS PANEL EDGE STUD .. L.,,--FIElD. NAILING V @ 12 o.c . V EDGE NAIL AT PANEL EDGES .L.,,--TYP. STUDS SEE SCHEDULE I -tH--tttl/-..,........._, . -½" THICK SHEATHING (Pl INDEX 32/16) FACE GRAIN PARALLEL TO STUD EDGE NAIL TO SILL CONCRETE _\ WOOD F"LOOR rLOOR CONDITION I CONDl'T!ON i.-,-EDGE NAIL TO ~ SILL PLATE Gi---SH_EA_R_W_A_L_L_F_RA_M_IN...;.G...;;E_;;L.;;;.EV.:..:;A.;;.;T.,;;.;10:;;.;.N.:;___ __ SHEATHING .............. SEE PLAN r--r-16d @ 6" O.C. -I ➔, @AT CORNERS 16" . 2 x 4 FURRING & rz7I [t\] PLUMBING WALL @ 24" O.C. S.A.D. ~ " FOR SPECIFIC ' LDCA'T!ON { "' PLYWOOD WHERE OCCURS, SEE PLANS © TYP. BEARING & SHEAR WALL SEE PLAN ,._~~16d @ 6" O.C. SHEATHIN~r ' .,._ 7 :::7$tft:~ji""'"""'""',"'-~ ~ ®AT WALL INTERSEC'TION T"rr RUN PLYWOOO I CONT. AT _ l°5l CROSS WALL 0 ' l'v I " < 1/\~ 'tl' .. . .,. ' L PL YWOOO WHERE OCCURS, SEE PLAN 2 x FURRING & PLUMBING WALL S.A.O. FOR SPECIFIC LOCA '!!ON ® TYPICAL PARTY WALL 0 STUD CONFIGURATIONS ~ . HD SEE~ PLAN ~ 'or POST PER PLAN ' @ ' r16d @ 6" O.C. 'IV . • .,..-16d @ 12" 0.C. -,-''"..-N'' / rPOST / 1 PER PLAN ~\ :_ .,. HO -L SEE PLAN PLYWOOD SHEATHING WHERE OCCURS ®--- . HD SEE PLA~ ' POST HO SEE--..._ PLAN , ~POST 16d @ 6" O.C. / -" '' ,., - PER PLAN '-/ PER PLAN ~----..., .,, , . ," IXf\ ~ v_ 16d @ 6" O.C. ©r----- ~-~~~, ,~- PL YWOOO, WHERE OCCURS @r----- NOTE: ALL NAILING SHOWN TO BE PL YWOOO SHEAR WALL E.N., U.N.O. 0 SHEAR WALL INTERSECTION SHEAR WALL SCHEDULE (1) (7) (B) PLATE MAIUNG CR BOLTING t • -11'11. .,. . j '-llLK'G. OR JOIST @--- SHEAR WALL SOLE t NAILING/BOLTING SHEAR CLIP S'IMBOL (1)(2) ANCHOR BOLT {4),4) 16d @ 4" O.C. A35 @ 16" O.C. ¾"II @ 2'-8" O.C. r----'""-""-+-_:.;:;:_,::_:_:=-+:-==---"--:_:-_' NOTES: 1. NUMBER IN PARENTHESIS (If) INDICATES NOTE NUMBER BELOW E.N. rA3S CLIP V RAF"TER OR BLK'G SHEAR CLIP A35 @ 12" o.c. + <ili 1. ALL SILLS SHALL BE PRESSURE TREATED D.F. OF WIDTH EQUAL TO DEPTH OF STUDS. 2. SILL BOLTS rOR ALL SHEAR OR BEARING WALLS SHALL BE ¾ "fl x 12" A307 BOLTS SPACED ' rTYP. ~ x DUCT •< -:,;; AT 4'-0" O.C. MAX. W/ .229 x 3 x 3 WASHERS U.N.D. (SEE PLANS FOR 'TIGHTER SPACING) 3. EACH SILL PIECE SHALL HA VE 2 BOLTS MINIMUM. LOCATE BOLTS CLEAR Or STUDS AND POSTS. 4. "A" DIMENSION SHALL BE 5¼" MINIMUM AND 9" MAXIMUM ' < + 0 ANCHOR BOLT AND SILL PLATE 4'-0" MIN. t SPLICE ' ,:;_-_-I ~{ IJ ++++++++++ ++++ !,! ++++++++++ +++ I I NAil SYMMETRICAL ABOUT SPllCE W/ 20-16d EA. SIDE U.N.O. -NAIL UP FUR ~-. SPLICE NAILING ABUT SPLICES OVER t STUOS LOWER t SPLCE ~ ~~ cfjNIERSEC'T!ON/ 4'-0" MfN. UPPER t SPLICE 2-10d TOE NAILS EA. SIDE EA. END TYP • ' U.N.0®---' /_ 2-2 x TOPt TYP. II Ii,;: 11 • -I\'-r--AJ5 . \_ -, EA. SIDE • ' HEADIER ' TYP • 2 x BLK'G SEE SCHEDULE 's°',TYP ~I 2x STUDS@ TYP. PER PLAN EBB : _-/ . ---LJ 16" 0.C. TYP. 2 x BEARING STUD 2-16d ALT.J • ... r ~: f---~ ~ ~/ iD,·,-~a ~1rE ~3~ AS " SE 4 SEE SCHEDULE 6 I FOR STUD w -I I 2 x KING STUD SIZE ---:c V SAME WIDTH AS SEE~ ~ ~ ! : OPENI'~' WIDTH ~f\;,~g: V,fF#=~:1:::1:!:::1:!:=:'::::::=t'.:::;::~:!,;:::'::::::-=:j,j;::f'~~/='==/.'---___jfU:!:'~~ TOP OF .J. i,,~, ·. ~. ~•·. ~ _. '·ri-' .... ,,, .~ CONC."f"' , .... ~ ........ .c::, ·1 1-~·.·.~ --... ~., •.. :: ....,_ NOTE: SEE SHEAR Wn•• SCHEDULE rOR ADDITIONAL REQ. .-... ·;..' •. -r,.. .' 6' AT ~ -, WINDOWS - f6',AT \..::_., DOORS 0 STRUCTURAL WALL FRAMING STRUC1URAL WALL F"RAMINC SCHEDULE MAX. HEIGHT "H" STUD SIZE SPACING REMARKS / CONNEC'T!ON H:s; 12'-0" 2x4 1611 o.c. TYP. INTERIOR WALLS H-~-15'-011 16-.---o:c. ---- ---2x6 TYP. WALL FRAMING U.N.O. H~ 171-0" 2x6 611 o.c. N.A. H~ 191-0" 3x6 12" o.c. AJ5 EA. ENO @PLAN AT TYPICAL TOP PLATE SPLICE CONDITION (II 3 x OR 4 x TOP PL H ~ 221-011 Jx6 ! 611 o.c. AJ5 EA. ENO 2-16d @ EA. SIDE Or SPUCE TIP. SPLICE 4'-0" MIN. MIN. MIN. MIN. MIN; MIN. I I 111 I I I -, I I ' I I ....I ' NOTES: t STUD • STUD -~ WALL E.N. u ~ SEE FON. PLAN ~ USE (4) 3/4"• BOLTS B.S. OF SPLICE W/ STD. CUT WASHERS, TYP., U.N.O. CENTER BOLTS IN TOP PLATE ® ELEV. AT BOLTED TOP PLATE SPLICE 0 TOP PLATE SPLICE Sill~ 3x ·s.w .• X ·o· HEADER ("S. W. • • STUD WIOTHf BEARING STU~....,_ SEE SCHEDULE 1" ~ I-++--INTERNAL SitlOS W/ l6d @ 12" O.C. STAGGERED ,-... ® HEADER . H~ 24'-011 4x6 12" o.c. A35 EA. ENO \ TOP PLATES ... 6 ... , A35 w ... , :c -::l STUD ~ SILL I . - 2-16d ENO NAIL. TYP. NOTE: LARGER SIZE STUDS MAY BE REQUIRED BY ARCHITECT. SEE ARCHITECTURAL DRAWINGS TO 1/ERIFY. 0 ~ST_R_U_C_T_URA_L_W_'A_L_L ______ _ FRAMING SCHEDULE OPENING WIDTH "W" MIN. •o• NO. OF BEARING NO. OF KING U.O.N. STUDS REQ'O. STUDS REQ'O • w L s·-o· 7 1/4" 2 1 . _ _,._ __ ---+------, 5'-o" ""WL 7'-o" 9 1/4" 2 2 7'-0" "" 10·-o· 11 1/4" 2 3 NOTES: 1. SIZE DOOR AND WINDOW HEADERS PER ABOVE SCHEDULE U.N.O. ON PLANS. 2. AT HO, USE POST PER PLAN IN LIEU OF KING STUDS. AOD KING SitlO TO HO POST IF REot.llRED. SO THAT WIDTH Or S1UO & POST IS AT LEAST THE WIDTH OF KING STUDS REQUIRED PER SCHEDULE. .; TIE INCUJDED 0~ SPECIFIOATICW&, IDEAS,. DESIONSAt.lD ARRMIGEMENTS REPRESEt.lTEO THEREBY ARE AND SHAU. REM,\IN THE. PRO?ERTY OF RRI,\ mcslGN. GROUP AND Nil PAAT THEREOF SMALL IE COPIED, DISCLOOS!l TO OTMEAS OR USEO IN CONNECTION WITH ANV WORK OR PROJECT OTnER THAN TI-IE SPECIFIC PRO.,ECT FOR WlHCl-1 THE'\' HAVE BEEN PREPAREn ANEl DE=c\lELOl'ED WffHOUT Tr!E WRITTElw,CONSENTOf' MM DESIG,\i, GROUP. \IISIJALCONT...CT WITH THESE IJIIAWl"'38 ORSP~IFIC4Tl0t4$ ~COl<ISTTTUTE CQIIICWSIVE. EVID~ Of' ACCEPTANCE.OF THESE.RESTRICTIONS. $UIIMITTAl.0F THESE DOCUMENTS FOR PUBUC AGENCY !Uellll!W SI-IAU.-NOT !IE CONSIOERcOA WAIVER OF RAM DESIGN GROUP'S. RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Catifomia Corporation 'i--' :::, CD en !!i < w " .. ~ ~ w I:! I'! " e. w .. .. "' I ~ t E o ' • f ~ ~6 ~l ~ • t 0 ~ i --I ... • 0 -0 (.) N <( CD LL <( 0 (.) (I) z "O -z ns -.Q ~ II) -" ,_ 0 I-ns I= ~ a:: (.) al w ~ "' C 0 ~ z 3: in 0 C: 5 "' 0. 0 "' ' fl> -,_ w 0 a:: 0 I-~ _. ~ w 0 _. ~ a:: I:: Q 0 0 ~ u, IO Ill~ N ~I~ • \0 ;I ffi ~ --w Sep!,ml,w 09, 2009 ___ _ -- 2. <e) NUMBER SHOWN IN SYMBOL REPRESENTS PLYWOOD PANEL EDGE NAILING IN INCHES. \_USE 2-2 x TYP. (USE SINGLE 2 x WHEN OPN'G. < 3'-0") L-,~-KING STUDS V PER SCHEDULE ., i :-1107570 ~ il.iiiiiiiiii S-8. 1 3. USE 10d SHORTS (21/a" LONG) COMMON WIRE NAILS U.N.O. 4. PROVIDE 3 x FRAMING MEMBERS AT ALL PL YW00D ADJOINING PANEL EDGES. STAGGER NAILS ON EACH SIDE OF STUD WHERE PL YWOOO IS ON BOTH SIDES. e------------------------------------------!_'r..-1USE7'-35F AS At.lERNl\lt TO AJ5 U.N.O. ------ - - - 08 112/ 081 l.2_S8! 09/01/09 - - 6. SEE DETAIL 4 FOR ANCHOR BOLT ANO SILL DETAIL 7. PILOT DRILL HOLES rOR SOLE PLATE NAILING OR BOL'T!NG. B. SEE DETAIL® FOR SHEAR WALL ELEVATION -0~sHEARWAtt-SCAEDUtc- _. ADDl'T!ONAL STUD -)-A35 ' -A35 ~ ...J @ BASE AT WINDOW OPENING © eASE C AT DOOR OPENING 0 -HEADER SCHEDULE ~ccrTY OF c_ ARLSBA_D __ ---' SHEETS c-r---c=!t::= -'ENGINEERING DEP'ARTMEIII, . _ !i---24Bc- lMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAIMNG FACILITY WOOD TYPICAL DE"rAfLS ----- ----APPROVED--WIWAM-£.-ft-1.1.1:'.MER---------------------- - ,~7 -----Z "-~ D~~/4 -DEPUTY CITY ENGINEER PE28176 EXPIRES J/J1/l()l)A DWN BY: __ _ CHKD BY: __ _ ' ' -RVWD BY! ' PROJECT NO. ?iGeG'· - I DRAWING-NO. 463-1 ----- - - V, ;;r 0 (1) (1) ::E ...... ~ G) .... .... ~ - 0 O"I -w ------ l'V l .r,,. ~ 00- ---- ~ .,. "' :11 l :¥ 2 x BLKG. @ 24' 0.C. MAX. E.N.-----. 16d @ 12" O.C. PLYWOOD TYP. TYP. @ =IGURATION NOTES: 1. 2 x SILL PLATE AT PARTITION MAY BE FASTENED TO CONC. SLAB YnTH HIL Tl DNI-72 F'OIW)ER- ACTVATED FASTENERS @ 2'-8" O.C., PENETRATING 1 1 /2" INTO OTC EA. FRAMING MEMBER (OR BLK'G.) FRAMING MEMBER FOR PARTITION WALL INTERSECTION DETAILS & STUD CONFIGURATIONS SEE@ 1--SEE ARCH. FOR WALL FlNISHES 2 x SILL. TYP. W/ ¾"fl A.B.'S @ 4'-0" O.C. MAX. SEE NOTE. • z .., -::,; 2 x SILL TYP. CURB S.A.D. ~ SLA8j CONCRETE AND SHALL BE INSTALLED PER ICBO REPORT, WASHERS SHALL BE 0.059" THICK x 0. 78" SQ. POWDER ACTUATED FASTENERS SHALL NOT BE PERMITTED THRU 3 x SILLS. AT BEARING AND SHEAR WALLS, NOR IN CONC. CURBS. PARTITION PARALLEL TO JOISTS PARTITION PERPENDICULAR TO JCMSTS DUCT CUT TOP PLATES AT DUCT & PROVIDE MSTl48 STRAP EA. SIDE W/ SHORT NAILS --~ DUCT & STRAP ,,,-.-CUT JOIST & PLYWOOD AT DUCT ~WALL G NON-STRUCTUAL PARTITION 10d NAILS @ 3" 0 C STAGGERED 0 DUCT PENETRATION AT WALL • .,. I I I I I I I I I I I I I I . . / ► 14 V ,TYP. I ' T J I :v ~ I . I I I I I I I r,. ... I I l'--1' I I ½" THICK ,_ 12" ,c i '-8 • ' @---- 3 x BLOCK 3 x NAILER :Vs• X 5 X 24" ii! W/ 4-¾" 91 CONT. 01/ER ELEVA TOR SHAFT s·-o· MIN. TO SPLICE OF TOP ii! SEE owes. FOR NAILING PIPE 5'-0" MIN. TO SPLICE OF TOP ii! TOP PLATES . • . . • . . ,µ . . . . . .. -,___,_ _ _, ,.-...--,.... • • • • • • I • • • • • • • STUD--i --16d AT SPLICE I I I I I I I I 10d @ 4• o.c .. ----- A34 EACH BLOCK w/ 'rs" 91 T.W •• R .:,---"-,c.,- @ 32" o.c. PER DWGS. ELEVATION 14 GA x 3" STRAP W /10-10d EA. SIDE @ 3½" o.c. A35 @ 48" o.c.--- 2 X 6 @ 24" 0.C W!Ox 15 HOIST BEAM SEE SECTION@ FOR END CONN. '---A34 EACH BLOCK, TYP. 1'2" STRUCT I WOOD SHEATHING w/ 10d@ 6" O.C. EDGE &: 12" O.C. FIELD ROOF FRAMING PER PLAN ,---DRILL NEAT HOLE 1'1/4"91 MAX-AT 2 x 4 3"11 MAX. AT 2 x 6 & 2 x B i----""IM"'T"'l'==~.,&..--,.'-..,..l"'l'.,.._-4.:.."_:ll...:_M:::A.:::.::iX. AT 2 x 10 &: 2 x 12 L • J'-0"' PLAN VIEW L • NOT ALL NAILS SHOWN FOR CLARITY 0 PLUMBING PENETRATIONS AT WALL 8i------- HSS5 x 5 x 'Y1a. CONNECT TO BOLUMNS PER 10/S7.2 3x NAILERS TYP. w/ % 11 T.W.S @ 32" O.C. COUNTERSINK AS REO'D 2 ROWS OF 10d @ 6" o.c. FOR ALL INFO NOT SHOWN, Sl:;E;@ 0 SECTION AT ELEVATOR SHAFT ,---3½x14 LVI. @ BRACE ½" SHEATHING 2 ROWS OF 10d w/ 10d @ 4' o.c. @ 6" D.c.-~ EDGES & 12" O.C. L3x3x 14 STEEL ANGLE; BRACE @ 8'-0" o.c. w/ 1-¾"II M.B. TD STEEL PLATE &: 2-¾"tt M.B. TO WOOD--- FIELD. --4 x F'IJLL HEIGHT BLOCK A35 EACH END L21h x 2½ x '4x'S-0" @ B'-0' O.C. w/ 1-¾•• M.B. TO STEEL PLATE ,. HEADER ---'------~--Ol-"------------------------------------PER :;;,;..,_:---,Y '---sos¾x2½" SCREWS lf---------@-6"-0.C.------+---¾.. / 2x4 BRACE o 8'-o· o.c. E.W., TYP. MAX-SPAN s·-o· 10·-o· 12·-o· -.-+--FRAMING MEMBERS --1\/1 2x4 HANGERS W/3 - 1Bd EA. ENO. SPACE 0 8'-D" o.c. MIN. BTWN. SUPPORTS, OR AT CHANGE IN CLG. ELEV. AT EA. CLG. JOIST / "✓ CLG. JOIST @ SUSPENDED CEILING JOIST REMARKS 2x4 0 16"0,C, - 2x6 0 16" o.c. - 2xB O 16" O.C. - 2x BLK'G. 0 16" o.c. D\IER 12'-o" 2x4 0 16" o.c. PROVIDE 2x4 HGRS. PER DET. @ NOTES: ® CEILING JOIST SCHEDULE 1. MEMBER SIZES BASED ON DEAD LOAD = B F'SF + LIVE LOAD = 10 PSF. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER IF DESIGN LOADS ARE EXCEEDED. 2. SEE ARCHITECTURAL DRAl'nNGS FOR TYPICAL CEILING LOCATIONS. 0 CEILING JOIST FRAMING SHCEDULE U24 HANGERS (SKEWED AS REO'D.) 2x CLG. JOIST &: BRACING SEE 4 2x CONT. LEDGER SAME DEPTH AS JOIST W/ 2-16d EA. STUD 2x SOLID BLOCKING 2x STUDS O 16" O.C. FOR INFO. NOT NOTED SEE@ PLYWOOD SHEATHING SEE FON. PLAN FOR WHERE OCCURS @---@--- SEE ARCH. DWGS. FOR LOCATION OF CEILING 0 CEILING JOIST CONNECITON DETAIL CMST14 x 7' -D" LONG ACROSS STEEL BEAM w/ J8-10d EACH EN,v · , SOS '4 x 6" SCREWS @ 6" D.C. LEDGER TO BLOCKING---, S.A.D. ~ E.N. 10d @ 4" O.C. , 3 x BLOCl<ING TO BLK'G •. --, E.N, STRAP H6 I!!' 4'-0" o.c. _ _, 3• 4 BLK'G. Ci' 4'-o" o.c..---' 4 • 12 CONT. LEDGER ;t cl ~ l'-----ill ~----HEADER w/ 2-sos14 x 6 SCREWS EACH STUD-----~ -::-- ~ -@i----- PER LU ~ @i----- 1L "' -"" 0,_J'{J_'A __ L_L_;;.S_E C.;..T_I O.;;..N_1i._T_R1_0_0_F _____ _ 08 !12/ 08112_S82 O,o/O.J/09 FOR SIZE &! SPACING OF JOISTS SEE PLANS STAGGER PLYWOOD JCMNTS BOUNDARY NAil.iNG (B.N.) @ BOUNDARIES & CONTINUOUS PANEL :Va• MIN. EDGE -;:~:;::;;;;::::;,:::;;;~#,3''DISTANCE @ ALL Ir NAILS LONG DIM. OF EDGES ~-11-=',...:::+~,,41~1-PLYWOOD TO RUN INTERMEDIATE NAILING (F.N.) 3 • 4 FLAT BLOCK AT UNSUPPORTED EDGEs. (ONLY WHEN CALLED FOR ON PLANS. PERPENDICULAR TO JCMSTS 11!!" EDGE DISTANCE ALL JOINTS MINIMUM SHEA THING ~-SIZE TO BE 2'-0" X 4'-0" -1.Ll-1J.:,,.U.C::.U...,,uJ.-1.t..:,,,lj. _ EDGE NAILING l!K!IE:. (E.N.) 1) PLYWOOD TO BE INSPECTED PRIOR TO COVERING 2) STAGGER NAILS WHEN NAIL SPACING IS 2" OR 2½" 0/C 3) NAILS SHALL BE 10d COMMON NAILS (1½" PENETRATION MIN.) 4) EDGE NAILING PER ffi . 0 WOOD SHEATHING LAYOUT ¼" GAP--~ E.N.---~ 3/8" MIN. EDGE DISTANCE. TYP. ,,--PLYWOOD TYP. SOLID 2X BLl<G. FRAMING MEMBER WHERE NOTED 3 • 4 FLAT Bl.KG. \'MERE DR AS ALTERNATE BLKG. NOTED W/ 2-10d TOENAllS TO FLAT BLKG, EA. SIDE, EA. END @JOINT PERPOOICULAR 10 FRAMING MElll!ER SEE DETAIL @ FOR FOR NOTES NOT SHOWN ,,----E.N. ,,--PLYWOOD TYP. r-------FRAMING MEMBER FRAMING MEMBER ® JOINT PARAUEI. 10 FRAMING IIDIBER 0 WOOD SHEATHING NAILING 4 x 6 SPLICE PER DET ~ '\§7 2X BLKG. AT TOP OF WALL GYP BOARD • • 2 ROWS OF BOUNDARY N'AILS 6XB TOP PLATE ROOF RAFTER PER PLAN HANGER PER "1 /57.3" (1) IMPROVEMENT Pl.ANS FOR: '~0,.-~ .. g'4f;,? -a ·. ~ ~~ , "°' • :i XP. 3-l1· THE.INCLUDED D-INGB,. 6f'EOIF!C-"TION$, IDEA&. Oi=cil8N6ANll ARRAN.GEMENl'B REPRESEN~ THER.f;BY ARf.AND BHAU.Hi::tMIIII- THE ?RCPERTY OF RRM. OESIGtl GROUP ANO NO PAAT Tl-£RE.Of ~ BEOOPIED, Dlset..OOED TO OIBERS OR USED IN CONNEGTION wrnt AtN WOflKOR PROJECT OTHER THAN THE &F'laCIFIC PROJ.ECT FORWrllCH THEY tiA\IE 6Et:N PRe¥1Rl=D MIil Dl=VtaWPi:OWITHQUT THE 'MlITTBlCONBEtlT OF RAM l)EalGN. GROUP. VISU,.. CONTACT wmt TI-IESC.llAAWINCS OR SFECIFICATIONB SHAU. GONIITIT JTE CONl::Wllfflo EVIIJE1'0£0F ACCEPT NICE OF THESE RESTRICTIONS. SUBMITTAL OF THEBE DOCUMEIUS FORPUBUCAGE.NCY Rl=\IIE/W SI-IAU..NOT BE CONSIDERED A WAIVER OF RRM. DESIGN GROUP'S ~GI-ITS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation ~ -' => CD en < = =· -- "" ~ 0 -..I .... -0 0 N < 0) u. < 0 0 z 't:I -z ns 1/) -D. ..I c2 "' ~ .: ~ ns w Ir: (.) C C LLI 0 C ns ~ z ;: 0 i: D. 0 U) ·-.. LLI 0 Ir: 0 ~ co rn IO Q! N -LL. ii Seplembe!-09, 2009 1107570 S-8.2 CARI.SE/AD JO/Nr FIRST RESPONDER TRAl/t/1/'IG FACILITY WOOD DETArLS -0 3 : • ..:.R.:.;o=-o.::.:.F-=RA-=-=::...FT-=-=E.:.;R:.;:S-=fit.:..:T.::....;:B:..:EA::::..;;;R:..:·c;.1NG.;..;;;.,·_-__ - -Mi&'.;1A~£~~r: ••• -i -7)7/o_m- -DEPUTY CITY ENGINEER F'f.28176 EXPIRES J JI 1~ 'i>A:Tf WALL g:0 s;;,,---J· PROJE~_:o. I DRA4~~1 NO. RVWO BY: ---. %"""' . ----- ------------------ ___ V, ":::T It) It) .-+ ..... ..... 00 0 -IV .r:,,. CX> ,i / ) ; 0 ~ G', .r:,,. CT\ w ' ..... ------ HSS 4 x 4 x ¾ OUTR!GGERS AT MAX SPACING 3x NAILERS Af3<J'lf. AND BELOW TYPICAL "/ %" II T.W.S. )21;~~~0:F~8:•-:o:•=~=~--~~ 'I /..,. , ----------,-/ l \ @ 24" o.c .. COUNTERSINK AS NECESSARY---' FULL HEIGHT STIFfENERS I I \ \ ' @ 4'-o" o.c.--,,, HSS4x 4x 'h OUTRIGGER AT MAX. SPACING or a·-o·-----..... HSS9x6x¾--, -----------I l I ~J;:::,--lli '---HSS 5 x 5 x 'Vie 'L '\_ (is\ CONNECT TO I l --r;:gfJ} -..... COL PER l0/'51.2 1 l BEAM PER PLAN I l I I I I I I l I l I l I l I l I l I I I I I I SCREEN SUPPORT TUBES, SEE SHEET S7.6 ,,,---SEE ARCH. FOR LOCATION or SCREEN HORIZONTAL TUBE 4 x 8 E00E MEMBER STIB @ 4!!" O.C. w/ 4-l8d EACH END-----, lOd @ 3" O.C. TO BLOCKING------ 3 x BLOCKING @ 4!!" 0.C. w/ 1\35 EACH END---, LOW BEAM "CC" CAP • • AT POST-.J 6 x B HEADER w / "HUC" HANGER AT POST--, • • • + STI 8 (II 4!!" 0. C. "U" HANGER 3 • SOLID BLOCKING A35 (II 16" o.c. A35 EACH STUD INVERTED "CC" CAP EXTEND BEAM INTO STUD SPACE .-llf--SOLID BLOCKING '---4-16d NAILS 0-S.;;;;..O;;;;.;F::..:.F...:.;IT=--S=-=E=-=C::..:.T.::.:IO::..:.N.:__ _______ _ 2x 6 STUOS @ 16" o.c.---- A35 EACH STUD--llf-'" 6" DEEP WOOD NAllER "/ ¾" 11 THREADED WELDED STUDS @ 24" o.c.--,,,. BEAM PER PLAN ,--½" SHEATHING 2 X 4 @ 16" 0.C. .---TS22 STRAP @ 4!!" O.C. w/ 4-16d EACH END t COL --l6d @ 6" O.C. lOd @ 6" O.C. \_ 8" DEEP WOOD NAILER ~!:n, "/ ",'4" fl THREADED WELDED STUOS @ 24" O.C. ~-5'4" x l6" PSL CONNECT TO S'Tl COL 4-16d EACH END-__:~=--'--j--f=-f--,l._/ _ _, PER EB 2xe@ 16" o.c.----"" ADD ANGLE BRACE L 3 x 3 x 14 w/ :\14" fl M.B. EACH END @ 4'-0" o.c .. --' ll!¼x6x6 TYP.---' "U" HANGER--J 4 ____,:_;_.___;_;,__;....__c_ 0 ROOF/SOFFIT SECTION AT GRIDS 2-3 1 I ®- @ DETAIL A------- BEAM PER PLAN STO. SHORT SLOTTED HOLE EA.SIDE 3/8" BM. WIDTH t SYMM. --..i.--1-111---+-1----+ + l /8" ~d~~ fl! l /2" 1/4 ® PLAN Bf-------- BEAM TO STEEL COLUMN CONNECTION DETAIL :\lo" SIDE PLATES w/ 2-",'4"!1 M.B. --3x NAILER 4x 6 LEDGER 10 WALL SECTION ON GRID "N" PHD5 @ 4!!" O.C.----w/ ¾" 11 T.W.S. @ 16" O.C. 3 x NAILER, WIDTH ~-COLUMN PER PLAN STEEL TUBE PER® 3 x SILL fl!---,. w/ ¾" 11 WELDED lHREADED STUDS @ 24" O.C., 2 MIN. II II II II IL II II II II II II II II II II II II II II II II END OF STEEL BEAM B ===== == m I I n II II II @ PLAN VIEW O 2ND FLOOR SLOPING STUD 2 x 6 @ 16" O.C •. -- WALL ABOVE 4-16d EACH END OUTRIGGER FOR SCREEN HSS 4 x 4 x ¾--,,. 2 X 6 (1116" 0.C. SLOPING STUOS HSS 10x6x ~e 2x B NAILER ~ .,; ¾"• T.w_._s._..._, ..,.- @ 32• o.c. STEEL TUBE COLUMN IN STUO WALL A35 EACH STUD--- 8" HIGH NAILER "/ ¾" II T.W.S. @ 16" O.C., SLOPE CUT FACE TO MATCH STUDS--- \ --~------------------- 2x6 @ 16" o.c. ll!¼x9" w/ 2-¾" II M.B. @ 4!!" o.c. HSS 4 X 4 X '4---, LTP @ fl' O.C. 3x NAILER w/ !\la ti T.W.S. @ 32' O.C., TYP, ½" FULL HEIGHT STIITTNER5, EACH SIDE OF WEB-~ A35 EACH STUD-__,, 2x 6@ 16" O.C. 6x BEAM--✓ TO MATCH STUO WALL w/ ¾ • T.W.S. @ 32" O.C~ 2 MIN. TYP. ¼ ii> ¼ x 4" EACH SIDE or BEAM-----::>I PERPENDICULAR BEAM NOT SHOWN FOR CLARITY FINISH CONCRETE AT SECOND FLOOR '¾"llx10" -~ WELDED THREADED STUDS @ 24" O.C., NELSON STUDS NOT REQUIRED WHERE wt::LDEO THREADED STUDS OCCUR 3x NAILER 2x STUDS @ 16" o.c.,-_J 2'-o• MAX. 4!!" O.C. ~-~ "-~-----===-'=-+-f-------,jL TYP. ':.. __.,_ I 1½" 6" 1½" • • • ~ 4 x 8 0 L.S: 5'-0"-~ Bx B@ 5'-o" <L.S:12'-o" ::::1 fl! '4 • EACH SIDE OF BEAM w/ 2-¾" 11 M.B. @ 4!!" O.C. BOTTOM OF somr FRAMING PL YWOOO JOINT AT MIOHEIGHT OF SILL STEEL BEAM PER PLAN --COUNTERSUNK ~-"HUC" HANGER HOR THICKNESS TO MATCH STUD /OPENIJ ,l 4x POST '--STEEL HSS COLUMN @--- ,,..--STEEL HSS COLUMN TOP ii> OF STUD '----A35 --"•- 11 SPECIAL FLOOR FRAMING DETAIL NEAR MAIN LOBBY 1½" ® SECllON 6 x BEAM ~--•u• HANGER © SECTION @--- 0--S::.;E::.::C:..:T.:.::fO:.:.N:::..:A..:.:T:...:S:.:E:.::C:..=O.:.::N.::.D..:..F.::.LO::.:O=-=R-=------- EMBED. FACE OF CMU---1 BEAM PER PLAN ¼" l'IIICK "U" PLAlE ,---II> ~•• w/ 4-¾" • HEADED STUOS 2x 4@ 16" O.C. x < "' H2.5 @ 4' -o• O.C. lo SEE OET. GE) roR INFO NOT SHOWN PLATE & BOCT PERC;) "U" HANGER, TYP. 2 X 6 @ 16" 0.C. FINISH CONC. LOW BEAM PER PLAN CONNECTION TO S"TEEL COLUMN PER@ ANO TO CMU PER 1-"'-l-- w/ 2-¾" II M.B. 1 PLACE TOP BOLT AT 3• 8" 1½" ~-4x BEAM ~" FULL HEIGHT STIFFENER fl!-~ ¼ 2 L3x3x 14 w/ 2-'Ys" ti M.B. l!I> 4'-0" O.C.--' TYP. ¼ TOP OF 1 ½" VERTICAL 2 x 4 (I> 15• O.C. SHEAR WALL f--------------------------------------------'SbOTTED--MOI.E------------------L--f---------~------------------+j _____________ SHEATHING PER -~-H&«!>-4'-0" 0:C. -re> PLAN --~ _..-2 ROWS OF B.N. BEAM PER PlAN t '4 xB1hx 12 w-/ 2-¾" 11 M.B. @ 24" o.c. IMPROVEMENT PLANS FOR:_ THE lNC~UDED DRAWlftG&. SPECIFICA.TIQNS. IDEIIS, DESIGM&.AWO ARRANGEMiaNfS ~Se,&TEC Tli=RSBY ARE AND S11ALI. REMA.IN THE PROPERTY OF RRM DE=SIGN GROUP ANO HO PART ThlEREOI' S.W.L BE COP,EC, CJISCLoaEO TDOTl£RSORUSeD IN COtilNECTION WITH ~ WORK OR PROJECT OTHctt Tl"IAN THE.SPEC II-LC PROJECT FORWMICK ffl~ I-IAVI,; 8EEN.P~.....0 OEWELO;>ED W!TKOUT THE. WRITTl=N CONBEftT Of AA¥ IJESlliN GFWUP. VISUAI.OOHTJrriC.l lolam-t THESE DRAWINGS ORSPECIFIGo\TIOtl.S SHAU.CONS"JTI"l.<n CONCLUSIVE EVIDEt.CE OF -'CCEPIANCE.OF THloSE. RESTRICTI°"'-S. SIJBWIT-"1.0;< THESE DOOUMENTS t-OR PUBUC AGeNCY iu;v,ew SHN..I.. NOT BECONGIDC~ A. WAl'\/SROF RRt.t DESIGN GROUP'S RJGHTa. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation •.dwg . ... --1\111111 .... 0. ::s e tl0 C: tl0 ·-V) <l.) -0 E lo... lo... ......... .....,., .. ~ 0 -.J ..... -0 c., N <C 0) LL. < C, c., z ,, -z "' u, ~ .0 ..J II) ~ ;: I-"' w a:: c., C C LLI 0 C "' 0 z == 3:: 0 C: C. 0 u, •;:: w 0 a:: 0 I-ID u, IO a:: N -LL. September 09, 2009 1107570 S-8.3 © SECTION ® SECTION CARLSBAD JOINT FIRST" RESPONDER TT?AIN//IIG FACILITY ® SECTION ' ' WOOD BEAM TO MASONRY WALL 1 ~ 9 ) CONNECTION DETAIL 0 SOFFIT SECTION OVER LOBBY 0 -__:..:.RO.;;;;..O;;;;.;F:_S.;;;;..T;;.:E=E=L=B=EA::....;;.;:.;M...c'J1...;;.O ___ _ WOOD SHEAR WALL 08 I 12/ 08!12_Sl!J 09/0J/09 WOOD DETAfLS - DEPUTY CITY ENGINEER PE 2B176 EXPIRES J JI ta DWN BY: __ _ CHKD BY: __ _ RVWO BY: PROJECT NO. ~- I DRAWING NO. 463-1 ' I I I WI 2 19 LOW BEAM X I r SI.OPE CUT ENO or BEAM TO MATCH SLOPE OF D SKEWED WALL .ll. ~ / rFJ[''il ) " i=U _..,. ---- II --, ir·--.. ···---·--··-· ···---··· BELOW n •. .. ---·------··· •---•· , ......... ' ··-*""' ·-""''" .. "" e····· "'"" """" ',,· .. ·.·, _ .... _ .. ··------HSS II :: ....... ·-······-···-··-.. -····· ... .. ... l .. . . ···-. ···-. C II .,. • II II II II ,r-----, II II . II= :::_:r-===:F= --::= == == ===== i=====-= II II !I\. i'------' II \_HSS II BELOW ...... II • ' J 8 ® @ PLAN VIEW 10 SPECIAL FRAMING AT SLANTED WALL OVER VENDING AREA 2 x STUDS ii!' 16" O.C.--_.,, 8" TALL WOOD NAILER FlNISH PER ARCH. PERPENDICULAR BEAM NOT SHOWN FOR CLARITY COlUMN PER PLAN-./ ® SECTION A35 EACH STUD---.. 3•-0· 15 DOWELS h2" 1/!l 16" o.c. HSS7x7x~8 ---<' CONNECT TO COLUMNS @ WALL ENDS PER@ ~ HSS12 x 2 x ¼ STAIR STRINGER---- . /WINDOW . PER ARCH. r'J rv ~-3 x NAILER TYPICAL W/ '!fa" II T.W.S. @ 24" O.C. COUNTERSINK AS NEEDED. TOP OF STEEL ELEVATION PER NO'!E 4 OF FLOOR FRAMING NO'!ES ON SHEET S-S-2.4 2 S8.3 SIM. -- I I I I -- ' I ' \ \ I \ l \ I ' I I I I 12 ½" STRUCT 1 SHEA THING w/ 10d @ 4" O.C. EDGES, @ 12" O.C. FlELO I I 56.2 METAL PAN STAIR '!READ w/ 2" HARDROCK CONCRETE FlLL----' 2x STUDS @ 16" o.c. 0 WALL SECTION AT STAIR 103 ½" WOOD SHEATHING SAME AS MAIN ROOF---1\.34 @ 48" O.C., EACH END HSS6x4x¼ FLAT CONNECT TO COLUMNS PER DET. 10/57.2. w/ ~• NAILER TOP & BOTT.-.._ A35 @ 24" o.c.-- 1\.34 @ 48" o.c. SLOPE TO DRAIN ½" /FT -"""'~""""""=~~~~~;;;;;;:;;:;~~ .... ~--"iii _TO_P_ O_F_P_A~PET_ PER ARCH. ~-2 X 4 @ 16" 0.C. TS18 @ 4'-0" o.c. 2x tO 2 x 6 STUDS @ 15" O.C. '--2 x BLOCl(ING 2 X 4@16" Q,C. 4 x 6 BEAM---. w / "HUC" HGRS EA. ENO. l ------··-·· ,-·- BOTTOM or somT ~ j I / 0-S=E=C'-T ___ IO;;..cN.;;.;A..;;T'-B=U.;;.;l..;::;LD.;;.;l;;;..;;N...:..G..;;S..;::;E;;...;PA..;;RA;..;;;...;;.;T---1O;;;.;N.;;_ __ ROOF JOIST SCHEDULE OESIGNA TION SPACING TRUSS JOIST PROPERTIES VAU.OW MALLOW El RJ-1 24" o.c. 2x.10 RJ-2 24" o.c. 1¾ x 117/s L\/L 3,950 LB. 8.925 LB-FT. 463 X 108 RJ-3 24" o.c. 1¾ x 14 LVI. 4,655 LB. 12,130 LB-FT. 760x 108 IM. CAMBER w/ 1\.34 EACH ENO 1. MANUFACTURED WOOD JOISTS Sf!ALL BE DESIGNED IN ACCORDANCE WITH THE 2007 CBC '----A35 EACH STUD 2. IN ADOmON TO LOADS SHOWN ON PLANS AND/OR DETAILS, WOOD JOIS1S 4 x 10 BLOCl(lNG SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING! EVERY OTHER BAY UNIFORM LOADS: STEEL BEAM . PER PLAN--~ w/ "HUC" HANGER ....__ __ 4 x 12 LEDGER ROOF' DEAD LOAD: 21 PSF ~~~ ~~~ ~~ r 10 I lo I 'o I I 10 4-'!fa" 11 M.B. COUN'IERSINK AS REQtJIRE0-"""'1. 6 x BLOCK -....._ 4 x 12 BlOCl(ING EVERY OTHER BAY w / "HUC" HANGERS EACH END--_j HS @ 48" O.C. 2 x 10 @ 16" o.c. I I I I . . I e I I I FOR SUPPORT OF EXTERIOR METAL SCREEN SEE DETAIL@ ~-10" DEEP NAILER w/ 'Ya II T.W.S. W!]} L-l'====c=======i @ 24" o.c. 2xs sn,os 6" MAX. '-------"U" HANGER --.,._STEEL BEAM PER PLAN @ 1s" o.c..-_,, '------2 x 6 BRACING @ 48" O.C. w/ 4-16d EACH END © SECTION A34 EACH END STAGGERED--, 4x BLOCKING A35 EACH STUD 4-16d ------- I ARCH. FlNISH ______,,/',__ ___________ -!---+--, ® SECTION r--14" SOS SCREWS x 6" LONG ii!' 8" o.c. .,,---4 x 8 C!I EDGE 2 x B BLOCl(lNG w/ 1\.35 EACH ENO k1-lJ:iu,+~='rr'e"'~':""""'"""'rr / /. •/ / '----2 x 6 BRACES @ 48" O.C. w/ 4-16d EACH ENO ..--6 x 6 w/ "HUC" HANGER EACH ENO 2x6@ 16" O.C. "U" HANGER--✓ 2 x 6@16" o.c. ' ., ' ' '---6 x 12 BEAM ,----CRICKET AS REQUIRED TO ALLOW FOR PROPER DRAINAGE .----1\.35 @ 48" o.c. ROOF' RAFTER ~-BEAM PER PLAN .,,...----2x5 BRACING@ 48" O.C. w/ 4-16d EACH END .--6 x 6 HEADER w/ "HUC" HANGER II!> WOOD POST t, "U" le C!I S'!EEL COL. PER LU +------~---".--~"'<--~ ~ l'-.,. ' '" 4-16d---' ,. ' 2 X 8 @ 16" 0.C. SOFFlT FRAMING ' ., 0 SOFFIT DETAIL 0......=..SO=.:F:..:.F...:..IT::....:D;;;.;ET::...:...:...A::..:fl=---------- / I 1-scc'!'?III \ I \ FlNISH -----1--...1----+--llll -r SECOND .,,..-----\ I FLOOR r-;/77"-.-.... -_-_-;_-_-.... ---,~,~----~=t~d r-----1,---.-\., ..... ~":l,1 /1 / • '\ • I ....._ I \ I \ I I t \ I I \ I \ I \ I ' . / '' '-771'-._JL,,,-r---'. / ..... .,,.. / :5-16d NAILS ~--'ll1'--B" DEEP NAILER w/ ¾" f T.W.S. il!l 24" o.c. '::Ui'---3 x NAILER w/ ¾" 91 T.W.S. @ 24" o.c. 6-16d NAILS ½" S'lRUC. I SHEA THING w/ 10d NAILS @ 4" O.C. EDGES & 12" O.C FlELO. :\ s ' -·. '.· ' . "'' . -,, .. , TWE IMOlUOED DR4WINGS. SPECIFICATIONS. IDEAS, ~0 .. S-/1\NO AARANGEMEN."Til REPR€S8'1TEll THEREBY ARE.ANO S.HAI.L Ra,IAIN THE ;;>ROPERTV OF RR~ mcslGN GROUP AND ml PART THEREOF s...-.u. BE OOPIEO, DISCt.OSED TO OTHERS OR USED IN.C0N.NECTIOKWITH NI'( WOFti'I: OR l"ROJECT OTHER THAN 11--IE SPECIFIC l'RUJli:CT FOR WH.ICH THE'¥ HAVE Ba:N PREPIIREOAND OEVELOl'ED WITHOUT Teilii WRITTEN CQJrj&BIT OF RllM DleSl(jill QIROUF. VISUAL OON.TACT Willi TI.ESl,;ORAWINGS OR SPECIFICATICWS. SWr.LLCONSmUTE om,CLLISIVE EIIIOliNCE OF ,t,CCEPTAJtiCE OF THESE RESTRICT ,DNS. SIJBl,UTTAL OF n£SE 00:::UMSNTS FOR PUSLIC AGEWCV RE\IIEW SHAU. NOT Iii~ CONSIDEAEDAWAIV@ROF ARM OESIBN.GROuP'S RIGHTS. RRM DESIGN GROUP COf>YRIGlfT 2008 RRM is a California Corporation l--' => CD en -<( : .. •.dwg ..... ... f'5 ·-en Cl) "'O E :i,,_ :i,,_ ........ ....,.. .. " m ~ 0 --' .... -0 (.) N < 0) u. < C, (.) z 'O -z ra -.0 ~ ti) ;:: I-ra a:: (.) w C ra z 3: 0 C: CL 0 ti) "C wo ~ 0 I-U) ti) II") 0:: N -LL. September 09, 2009 1107570 5-8.4 fl) -' ~ w Q 0 0 0 3: ~t;jl~.....'.~~EO~~~-;ll:M:·:B~-~'f-O~=-=:::__f--t_;~-1/2" WOOD SHEATHING CONCENTRATED LOADS: BOTTOM Of CMU i_, ALL JOISTS SHALL BE DESIGNED TO WITHSTAND A 200 LBS DEAD LOAD LIN'!EL @ DOOR/WINDOW. 3 x NAILER 3 x B LEDGER ACTING AT ANY LOCATION ALONG THE SPAN OF THE JOIST ACTING SHORING TO REMAIN "U" HANGER w/ ~• II T.W.S. w/ ¾" 11 M.B. SIMULTANEOt!SLY WITH THE LOADS SHOWN ABOVE. IN PLACE UNTIL ; : : : ::~c., --2 x 6 STUDS @ 15" O.C. [sHEul CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT SHEETS 248 @ 32 O.C.. TYP. @ 16" O.C. CONCRE'!E BONO 3 x LEDGER t--------'\J---·llf---/---,;;,o-n-smi: -~-+--li·----------------3._ SEE_ SPECIFICATIONS_F'OR_ ADOITIONAL_ REOUIREMEMTS.. ___________________ BEAM ABO'IE ATTAIN 5¾" w/_ ¥4_"_tl_HEADED~ __ A_N_CHOR_------_--_-_-' _ _j._i-l--lll--r----SHIM_AS_REO_'Oc 5. t\'l INDICATES· JOISTS· WITH 1.9E MICROUAM-MATERtAl BY DESIGN STRENGll't-=----=7 . -~=J;~E~M~BED~--ANCHOR @ 15" O.C. ~-----'-----__). HSS5x5xo/ts 2 x 4@16" o.c. ~-4-16d NAILS --"lffl~·STRA? @......::.S..:::;O.:_F.:..:Fl:...:.T-=D:;.;:ET:...:..:...A::..:IL=--_@_4B"_o.c_. _____ _ 08 112/ 08!12_S8,f 09/0J/09 '!RUS JOIST MACMILLAN. • 7 x 117/s PSI.. CONNECT Cu TO STEEL COlUMN PER ~ 0 ROOF JOIST SCHEDULE '---CMU WALL _ ANO TO OlU PER@ 0......;::.so;;;.;F:..:.F...:..IT::....:D=-:E=-:T:..:..A::..:rL=---------------'------------- -------------- IMPROVEMENTPLANS FOR: CARLSBAO JOM' FIRST RESPONOER TRAINING FACILITY WOOD DETAILS DWN BY: __ _ CHKD BY: __ _ RVWD BY, PROJECT NO. ~i:;~ I DRAWING NO. 463-1 ' / i 08 1!2/ 08112_S85 09/01/09 A35 @ 4'-0' O.C. 3 MIN. PER SIOE ROOF" JOIST PER PLAN _/ SEE EB FOR INFO NOT SH0\'111 0 SECTION AT MECHANICAL PLATFORM t.llSC. FRAMING AROUND DUCT OPENINGS SEE PLAN -----' SUPPLY OR RETURN DUCTS Of MECH. UNIT --✓ EDGE Of MECHANICAL UNIT MECH. UNIT CURB PER MECH. PLANS 4x SLEEPER W/ ¾"e LAG SCREWS @ 16" O.C. PREDRILL AND INSTALL PER N.D.S. EMBED 31"2" INTO TOP PLATE FLASHING ANO "1::A THER PROOFING PER ARCH. A35 @ 4'-0" o.c. MIN. 3 PER SIDE '--TOP PLATE Of STUD WALL 0 SECTION AT MECHANICAL PLATFORM EDGE or MECHANICAL UNIT 4 x SLEEPER. RIP BOTTOM TO MACH ROOF SLOPE MIN. or 3" DEEP AJ5 0 4'-0" o.c. MIN. 3 PER SIDE FLASHING AND WEATHER PROOFING PER ARCH. ROOF JOISTS PER PLAN 0 SECTION AT MECHANICAL PLATFORM 4 x SLEEPER, RIP BOTTOM TO MATCH ROOF SLOPE. MIN. Of 3" DEEP -----, ~•• LAG SCREWS @ 16" O.C. PREOILL AND INSTALL PER N.D.S. EMBED 3½' INTO FRAMING BELOW SHEA THING ROOF SHEA THING ffl)()f MEMBER PER PLAN ---EDGE Of MECH. UNIT --MECH. UNIT CURB PER MECH. Pt.ANS FLASHING AND WEATHER PROO!'ING PER ARCH. ,,-----4 x MEMBER IN HANGERS PER PLAN 0 SECTION AT MECHANICAL PLATFORM 1 2 111 0.. ... LAG SCREW NOID; 24' MAX. :z ::5 n. "" w n. ... "' a .., ~ !5 0.. ... "' 0 .., 24' 24' 24' MAX. MAX. MAX. :z ::5 n. "" w 0.. ... "' a 4x 12.., 4 X 12 4X j re !I! 0.. "" 0.. w .... .... 0.. ~ ... .. .. "' ~ ~ 0 .., "' "' ALL LAG SCREWS SHALL CONFORM TO ANSI/ASME STANOARO B18.2.1-1981. a. THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS AS THE SHANK, AND THE SAME DEPTH Of PENETRA '!ION AS THE LENGTH Of UNTHREADED SHANK. b. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO so,: TO 75,: Of THE SHANK DIAMETER ANO A LENGTH EQUAL TO AT LEAST THE LENGTH Of THE THREADED PORTION. c. THE THREADED PORTION Of THE LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A \\RENCH, NOT BY DRMNG WITH A HAMMER. d. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION ANO PREVENT DAMAGE TO THE I.AG SCREW. TYPICAL FRAMING PLAN AT MECHANICAL UNITS --------------------- 4 X 12 4x z < a:'. 111 "" 0.. w ... 0.. .. ... " "' ~ 0 .., "' 24' 24' 24' 24" MAX. MAX. MAX. MAX. FRAMING PLAN AT MECHANICAL SITTING ON WALL 11/ 0.. ... ~ " ~ "' FOR INFO. NOT SHOWN SEE DETAIL@ ., E ~ "' THi,. INCl,.UIJED DAAWlNGS. SPECIFICATIONS. IDEAS, DESIGHS ...... D ARHA.NGEUE!,, TS REl'Ml=Si;Nli,D TMERE;aY AREANO SliAU. REMAl!lt. T~E PFUll'ERTY OF RRM.OESIGN GROUP ANO loID ?ART THER:OF SHALL Bl;. CCr'lhl, UISCI.OSS) TO OTH!oRS 01\ f,JSW 1"-(;QNNECTION Wint ANY WORK 01\PRO,IECT OTl'IEI\ TI-tAN ll"IE S?ECIFIC ?ROJECT FOFt WHICH. THEY liA\11< EISl,N PREPAR.=D AND CEVSLO!>e) WITHOUT HiE WRITTt:N OONBI.N.! Cf RRM DEBIGI!. GIWUF. VISUAL CONTACT Wint Tl1f6EllFIAWING6 OR 8Pf:Clf'ICATIONS SW.U. CONSTITUTE CONCUJSIVE. EVIIJENDEOF AOOEf'TANCt 0t-n-J~l¢6rRICTION6.. 6UE™ITTAL.OF THESE DOOUl,IENTS FOR PUBLIC Al:lENCY REVIEW SHAU. NOT BE CONSIDERED A WAIVER OF RRM DEliKJN w«lUP'5 ~GHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation i- -' ::, CD (/) <( = --:w •,m,g -- "" nlll l\'JII .... a. ::::::, 0 :i.... tlO C: tlO ·-(/) (1) ""C E :i.... :i.... z 0 F ~ " ,,. "' 0 z 0 111 5 "' "' ~ 0 -..I .... -0 0 N ~ 0) < C, 0 z 't, -z "' -.0 c2 II) ~ I-"' ~ 0 LU Q "' z ;= 0 C: Cl. 0 ti) ·-... LLI 0 ~ 0 (j) It) N w September ~. 2009 1107570 S-8.5 (I) -' ~ w Q C 0 0 ~ fSHwl CITY OF CARLSBAD ISHEETSI ~ -ENGINEERING DEPARTMENT 248 --IMPROVEMENT PLANS FOR: CARt.Sl'rADJOffff FIRSTRESPONDER TRAINING FACILITY WOOD DETAlLS PE 28176 EXPIRES ; ;, ~,o ~~~ -- OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. -~8(. _ 463-l ) GENERAL NOTES LEGEND 1 • ALL INOICA TEO DIMENSIONS ARE APPROXIMA 'TE AND ARE GIVEN. F"OR ESTIMATE PURPOSES ONLY. BEFORE PROCEEDING WITH THE WORK. THIS CONTRACTOR SHALL CAREFlJLL Y CHECK AND VERIFY ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES. ANO SHALL ASSUME FULL RESPONSIBILITY F"DR THE FITTlNG OF ALL EQUIPMENT ANO MATERIALS HEREIN REQUIRED TO OTHER PARTS or THE WORK ANO TO THE WORK, OF OTHER TRADES. 2. CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT HIS WORK. EQUIPMENT DR SPECIALTIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY AND ACCESSIBLY LOCATED WITH REF"ERENCE TO THE FINISHED BLOG. 3, DUCTWORK SHALL BE F"ABRICATEO ANO INSTALLED IN ACCORDANCE WITH CHAPTER 6 OF" THE CMC, 1995 EDITION ANO SMACNA 1995 EDITION. 4. ALL BRACING or DUCTS ANO PIPING SHALL BE INSTALLED IN ACCORDANCE WITH "SMACNA" GUIDELINES AS F'OR SEISMIC RESTRAINTS OF MECHANICAL AND PLUMBING SYSTEMS. WHERE BRACING DETAILS ARE NOT SHOWN ON DRAWINGS DR IN THE GUIDELINES. THE FIELD INSTALLATION SHALL BE TO THE APPROVAL OF THE ARCHITECT, THE STRUCTURAL ENGINEER, AND THE DSA F1ELD ENGINEER. A COPY or THE GUIDELINES PUBLISHED BY "SMACNA" ANO APPROVED BY DSA SHALL BE PROVIDED BY THE CONTRACTOR ANO KEPT ON THE JOB AT ALL TIMES. 5. ALL F"RESH AIR INTAKES SHALL BE LOCATED A MINIMUM OF" 10' F'ROM ANY SANITARY VENT, EXHAUST F"AN DISCHARGE ANO FLUE OF OTHER F"URNACES. WHEN NECESSARY EXTEND VENTS OR PROVIDE ADDITIONAL FRESH AIR INTAKE DUCTWORK AS DIRECTED BY THE ENGINEER. 6. THE INSTALLATION OF VALVES, THERMOMETERS, GAUGES. CLEANOUTS, DAMPERS. DUCT ACCESS DOORS OR OTHER INDICATING EQUIPMENT DR SPECIAL TIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY AND ACCESSIBLY LOCA TEO. 7. WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS. THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL or THE STRUCTURAL ENGINEER. B. THE SIZES. WEIGHTS AND CAPACITIES OF ALL EQUIPMENT SCHEDULES ON THE DRAWING HAVE BEEN CAREF"ULLY COMPUTED. SHOULD EQUAL ITEMS BY DIFFERENT MANUFACTURERS BE SUBMITTED F"OR APPROVAL, ALL SUCH SUBMITTALS SHALL INCLUDE 1/4 INCH SCALE SHOP DRAWINGS SHOWING METHOD OF INSTALLATION. PROVIDE LOAD RATINGS AND SEISMIC CALCULATIONS AS APPROVED BY A REGISTERED STRUCTURAL ENGINEER WITH EACH SUBMITTAL 9. REQUIRED ROUTINE MAINTENANCE ACTION SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESS18LE LABEL, WHICH MAY BE LIMITED TO IDENTIF"YING BY TITLE AND/DR PUBLICATION NUMBER THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL ANO TYPE or PRODUCT. ONE COPY OF 'THIS INFORMATION SHALL BE F"URNISHED BY THE CONTRACTOR TO THE OWNER. 10. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES AT THE SITE. ANY costs l'O INSTALL WORK TO ACCOMPLISH SAID COORDINATION WHICH OIF"FERS FROM THE WORK AS SHOWN ON THE PLANS SHALL BE INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES, AMBIGUITIES OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT DURING BID TIME FOR CLARIFICA TlON. ANY SUCH CONFLICTS NOT CLARIFIED PRIOR TO BID SHALL BE SUBJECT TO THE INTERPRETATION OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. "PO I I ORF" .tODEL HAOJ 7i DUCT ACCESS DOOR 12"12 MIPI. SIZE rA , ' FIRE DAMPER -. I ' COPITINUOUS HINGE1 IDENTIFY SERVICE lA OF DOOR '7 ACCESS DOOR DETAIL "l'OI IORF" MODEL FDS-141_.,_ __ INSULATION------~ 22 GA. CHANNEL INSULATION" TRIM STOP ALL AF!OIJNO DOOR (NOT REQUIRED ON DUCT W/UNER) __..I, ACCESS DOOR------I/ GI\Sl(ET ANO SEAi,----'' AF!OIJNO OPENING SECURE TO DUCT ---+-I.,, POP RIVETS-MIN. (3) ~ k EACH SIDE • • / c:: SECURE INSULATION_/ ~ TO PREVEPIT FRAYING iq3ll TYPICAL *""" ·e ,.. lfl9 DUCT AIR/!'IRE/SMOKE DAMPER---..~ BAaa=_ WfLL CON-~ STATE FIRE MARSHAL USTING NO. n~~,-v~~ ~m~~ " ""wvuv,. 1 3225-0368:110 do 3230-0368:111 •• _ _/ SEE ARCHITECTURAL DRAWINGS PROVIDE DUCT SUPPORT-~ ""'"~ \ V . ELECTRIC 01\MPER MOTOR OPERATOR \'Ol.TAGE-AT EACH END / VERtF"Y l'lflH ELEC"l'RICAL CON"l'RACTOR BEFORE ~ _ ORDERING-OPERATOR SHALL BE CONTROLLED DUCT-----.. BY AREA SMOKE DETECTOR "' L SLEEVE-............ . ':" J_ '~ . , • K71 -r~ . ~t // ~7 r ~~frZ'O(L/~1 \:--lT'r,,~ ,J / \=.,) MIN. 1 1/2".t 1/2""14 GA. G.I. SECURE TO COLLAR -#10 • S.M.S. AT B" ON CEPITER ' NlllCL 1:-ENTIRE INSTAUA1!0N MUST BE LISTED APPROVEl) BY STATE FIRE MARSHAL'S OFFICE. SUBMIT SHOP DRAWINGS FOR APPROVAi.. 2. DAMPER SHAlL BE NORMALLY CLOSE!) wmtOUT POWER. J. CON1ROL MODULE CONNEC1TON TO FIRE ALARM AREA SMOKE DETECTION SYSTEIII REQUIRED PER CBC 716.3.2.1. BREAK-AWAY DUCT CONIIIECTION •s• SLIP OR EQUAL FOR RECTANGULAR DUCT -AUXILIARY COIIITACT IN AREA SMOKE DETECTOR . ~~R6~ .... DAMPER----' 4. SEE..CONlROL WIRING l.EGEIIO.APIO FURNACE WITH CONDENSING UNIT CONTROi. WIRING DIAGRAM DETAILS 1 ANO 2 ON SHEET M5.1 FOR COMPUANCE Wl'IH CMC 606,B HVAC AUTOMATIC SHUT DOWN. COMBINATION FIRE/SMOKE DAMPER THRU WALL DE1 lfl9 2 11. AF"TER ALL REQUIREMENTS OF" THE SPECIFICATIONS AND/DR THE DRAWINGS HAVE BEEN FULLY COMPLETED, REPRESENT A Tl\lES OF THE OWNER WILL INSPECT THE WORK. THE CONTRACTOR SHALL PROVIDE COMPETENT PERSONNEL TO DEMONSTRATE THE OPERATION OF ANY ITEM DR SYSTEM, TO THE F"ULL SATISFACTION OF" EACH REPRESENTATIVE. FINAL ACCEPTANCE OF THE WORK WILL BE MADE BY THE OWNER AF"TER RECEIPT OF APPROVAL ANO RECOMMENDATION OF" ACCEPTANCE FROM EACH REPRESENTATIVE. 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DO ALL CORING, SAW CUTTlNG, PATCHING ANO REFINISHING OF WALLS AND SURFACES WHEREVER IT IS NECESSARY F"OR HIM TO PENETRATE FOR HIS WORK. ALL OPENINGS SHALL BE SEALED TO MEET THE FIRE RA TING OF THE PARTICULAR WALL, FLOOR OR CEILING PENETRA TEO. 13. CUTTING, BORING, SAW CUTTlNG OR DRILLING THROUGH THE STRUCTURAL ELEMENTS IS NOT TO BE STARTED UNTIL THE THE DETAILS HAVE BEEN REVIEW ANO APPROVED BY THE ARCHITECT, IF THE DETAILS 00 NOT SHOW OR CONFORM TO THE APPROVED DRAWINGS. 14. WHEREVER A DISCREPANCY IN QUANTITY OR SIZE OF' MECHANICAL EQUIPMENT MATERIAL ARISES ON THE DRAWINGS AND/DR SPECIF1CATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FDR PROVIDING AND INST ALLING ALL MA TERI AL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON DRAWINGS ANO/OR IN THE SPECIF1CAT10N TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER ANO ENGINEER. 15. PIPING, DUCTWORK, AND OTHER EQUIPMENT SHOWN AS EXISTING HAVE BEEN TAKEN F'ROM OWNER'S DRAWINGS. CONTRACTOR SHALL VERIFY EXACT LOCATION AND SIZES IN THE FIELD. 16. BEF"ORE BIDDING THE PROJECT THE CONTRACTOR SHALL VISIT THE SITE ANO VERIFY THE CLEARANCES AVAILABLE TO BRING THE SPECIFIED EQUIPMENT ANO MATERIAL TO THE SITE. 9'tMBOI. ABBftff. DEIICRIPTIO!f ,~' --: ,,_ _ __,) SQUARE DR RECTANGULAR DUCT ,~' ---1: c..! _ _,j ROUND DUCT fr,Jvw, ti I I I I U UP (OR ON.) f-J--f f-:H ~ l ~OR: 2': fa ~ JOR :~ l, , ~G ;jDR,U, .. : FLEXIBLE ROUND DUCT DUCT SLOPE DIRECTION DUCT UP OR DOWN DUCT TRANSITION RADIUS ELBOW (• FIG. 2-2) RECTANGULAR/SQUARE DUCT THROAT ELBOW WITH VANES (• FIG. 2-2) SQUARE 45• ENTRY BRANCH CONNECTION (• FIG. 2-6) RECTANGULAR DUCT PARALLEL FLOW BRANCH (• FIG. 2-7) DUCT TAKE-OFF" F'ROM BOTTOM DUCT TAKE-OFF" F'ROM TOP NEW MANUAL VOLUME DAMPER 17. THE EMERGENCY EXHAUST VENTILATION SYSTEMS FOR THE TWO PROPOSED FIRE DEPARTMENT TRAINING BUILDING ARE NOT A PART OF THIS PERMIT PACKAGE. SEPARATE PERMITS ANO PLANS ARE REQUIRED TO INSTALL THE EXHAUST SYSTEMS AS PART OF' THE LIVE FIRE PROPS. t , F T • I , , !: , r + + MVD FD FIRE DAMPER 18. THE GARAGE IS LIMITED TO A MAXIMUM OF F1VE MOTORIZED VEHICLES AT ANY ONE TIME. ~ ~ j z ~ ~ "' ,., v THERMOSTAT HEIGHT SCHEDULE • 30• L i i ~ ~ • ~ L \ ~ z - (/1 :i ~ ~ µ__ -is (C) MAXIMUM SIDE REACH OVER OBSTRUCTION ~ - TlffS DIAGRAM ILLUSTRA TE:5 THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION SIDE REACH f!GVRE llB-:5D CORRESPONDING REACH HEIGHTS FOR GIVEN DEPJHS; WHEN D = 10" OR LESS, H = 54" MAX. WHEN D • 11" H • 53.5" MAX. WHEN O = 12" H = 53.o• MAX. WHEN D = 13" H = 52.5" MAX. WHEN D = 14" H = 51.5" MAX. WHEN D -15" H • 51.0" MAX. WHEN O = 16" H = 50.5" MAX. WHEN O = 17" H = 50.0" MAX. WHEN O = 18" H = 49.5" MAX. WHEN O = 19" H = 49.0" MAX. WHEN D = 20" H = 48.5" MAX. WHEN O = 21" H = 47.5" MAX. WHEN O • X1." H • 47.D" MAX. WHEN D = -n• H = 46.5" MAX. WHEN D • 24" H -46.D" MAX. TO FIRE ALARM S'l'5lEM --fF=? SIGNAL WIRING BY ELECT. ,:.;-~-7 DUCT SMOKE: ! ~~t!OElECTOR -r-:1-- : 1 AUXILIARY I I CONTACT ( : IN DETECTOR Hr-11 I ◄-, r ,__ 120v-1 ... 80HZ : : POWER SUPPLY1 , I I •--t ~--- DAMPER Pi lTJ ~~ DISC. ~J"'~~~~ 24" MAX. C ~ ~ I 1 -~ _,, ~ \ x ' < ::e 1: '!.t-n - -, :,: (.) < 0 "' 0.. ~ ... 0 "' x < ::e ~ ~ ::,: ~ t ! . . , ;» , ' , IZI 0 0 ~ ORIB) l:;;iiiiDI ~DR~ I (.) +2 < 0 "' o..z @) 0..0 <F ... ~ is"' er'"' u. I>'. ~~ ::e ... < ':,,. ..,. ~ ::,: ~ ® 4©--I @ CR CD CR LVR S.P • DIA. TR TG CFM EA OR EXH. OSA RA OR RET. SA DR SUPP. TYP T'STAT. RL RS FIRE/SMOKE DAMPER CEILING REGISTER (RETURN OR OUTSIDE AIR) CEILING DIFFUSER (SUPPLY AIR) CEILING REGISTER (EXHAUST AIR) SUPPLY AIR DUCT UP THRU FLOOR OR ROOF" RETURN OR OUTSIDE AIR DUCT UP THRU FLOOR OR ROOF" EXHAUST AIR DUCT UP THRU FLOOR OR ROOF" DOOR LOUVER ANO SQUARE FOOT AREA AREA SMOKE DETECTOR STATIC PRESSURE ROUND (DIAMETER) TOP REGISTER TOP GRILLE CUBIC FEET or AIR PER MINUTE EXHAUST OUTSIDE AIR RETURN AIR SUPPLY AIR TYPICAL EQUIPMENT NUMBER THERMOSTAT WITH ZONE NUMBER REF'RIGERANT LIQUID REF'RIGERANT SUCTION SENSOR • REF"ERS TO "SMACNA" HVAC DUCT CONSTRUCTION STANDARDS SMOKE BARRIER-WALL CONSTRUCTION, SEE ARCHITECTURAL DRAWINGS "POTTORF" MODEL FSD-!42DP - DUCT COMBINATION FIRE/SMOl<E DAMPER-STA 1E FIRE MARSHAL USTING NO. 1\3225-0368:110 do 3230-0388:111 ELECTRIC DAMPER MOTOR OPERATOR \'Ol.TAGE-VERIFY WITH ELECTRICAL CON'IRACTOR BEFORE OROERIPl(,- OPEF!A TOR SHALL BE CONlROLLED BY DUCT DETECTOR BREAK-AWAY DUCT CONNECTION "s" SUP OR EQUAL FOR RETANGULAR DUCT rACCESS DOOR-SEE eu _ r I TYPICAL v ;; j ~ ' j i-.-• / :.,,-MOUNTING BOLT _,,,,-~ rs::::i r -( (IN AIR STREAM) :;:; ~ ~ L r SAMPLE TUBES SIDEWALL ~ ~ '-. REGISTER -!ii-i=""J.t;;;_!,•~;--c=:r-t----\--1 -~ '· \_ DUCT SMOKE OEl'ECTOR LOCATED UPSTREAM OF SMOKE BARRIER-SEE NOTE 3-MOUNTING PROVIDE AS PER MANUFACTURER'S RECOMMEND/\ TION- SUPPORT SAMPLE TUBES SHALL EXTEND FULL WllDTH ·OF DUCT 1. FIRE DAMPER DETAIL 15 FOR REf'ERENCE ONLY. FIRE DAMPERS SHALL BE STAlE . FIRE MARSHALi. /\PROVED' AND INSTALLED STRICTLY PER MANUFACTVRER's PRl"'1ED IPIS"l'RUCTIOPI. MANUf'ACTUREF!'S INSTALLATION INSTRUCTION SHALL BE lwADE A\11\ft.ABLE TO 1HE IPISl'ECTING AU1HORITIES. 2. DAMPER SH/Ill BE NORMALLY CLOSED WITHOUT POWER. J. DUCT SMOl(E al'.IECT'CRS Sl!PPUED AND WIRED BY ELECT. CONlRACTOR. SEE ELECT. DRAWINGS FOR ADDITIONAL INFORMATION. DUCT SMOl(E DETECTOR IPIST ALLED 8'1' MECHANICAL. . ' MIN. 1 1 /2".t 1 /2"x14 GA. G.I. - SECURE TO COLLAR WllH ~O S.M.S. AT B" ON CEPITER. '---(!) OUC'\ OEIECIOR FOR MAX. 36" DUCT HT. FOR EACH ADDITIONAL 38" OR FRACTION OF IT AOD SMOKLE DETECTOR '--F"ACTORY SUPPLIED THERMAL BLANKET MOUNTED TO SLEEVE ALL AROUND SIDE WALL REGISTER WITH FIRE/SMOKE DAMPER DETAIL lfl9 3 DRAWING LIST DWG.NO.. DE9CRIPTION M-0.1 LEGEND AND GENERAL NOTES M-0.2 EQUIPMENT SCHEDULES M-0.3 EQUIPMENT SCHEDULES M-0.4 TITLE 24 M-S-2.1 F"IRST FLOOR PLAN M-S-2.2 F1RST FLOOR PLAN CONT. M-S-2.3 SECOND FLOOR PLAN M-S-4.1 ROOF" PLAN M-S-4.2 ROOF PLAN CONT. M-5.1 MECHANICAL DETAILS M-5.2 MECHANICAL DETAILS M-6.1 CONTROL WIRING DIAGRAMS M-7.1 ENERGY MANAGEMENT SYSTEM APPLICABLE CODES AND STANDARDS • 2007 CALIF"ORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1 • 2007 CAUFORNIA BUILDING CODE (CBC) CALIF"ORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 (2007 INTERNATIONAL BUILDING CODE (IBC) W /CALIF"ORNIA AMENDMENTS) • 2007 CALIF"ORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24. PART 3 (2007 NA TlONAL . ELECTRICAL CODE (NEC) W /CALIF'ORNIA AMENDMENTS) \ • 2007 CALIF"ORNIA MECHANICAL CODE CALIF"ORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4 (2007 UNIF"ORM MECHANICAL CODE (UMC) W/CALIF"ORNIA AMENDMENTS • 2007 CALIFORNIA PLUMBING CODE CALIF'ORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5 (2007 UNIF"ORM PLUMBING CODE (UPC) W/CALlf'ORNIA AMENDMENTS) • 2007 CALIFORNIA ENERGY EF"FICIENCY STANDARDS CODE CALIF'ORNIA CODE OF REGULATIONS (CCR) TITLE 24. PART 6 • 2001 CALIFORNIA ELEVA TOR SAFETY CONSTRUCTION CODE CALlf'ORNIA CODE OF REGULATIONS (CCR) TITLE 8 • 2007 CALIFORfflA FIRE CODE (CFC) CALIF"ORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9 (2007 INTERNA TlorllAL FIRE CODE (IFC) W /CALIF"ORNIA AMENDMENTS) • 2007 CAUF"ORNIA EXIS !ING BUILDING CODE CAUf"ORNIA CODE OF REGULATIONS (CCR) TITLE 24, PARTIO (2006 IN.TERNATIONAL EXISTING BUILDING CODE (IEBC)) • 2007 CALIFORNIA REF"ERENCED STANDARDS CODE CALIF'ORNIA CODE OF REGULATIONS (CCR) TITLE 2°", PART 12 • AMERICANS WITH DISABILITIES ACT (ADA) TITLE 11 -ACCESSIBILITY GUIDELINES FOR BUILDINGS ANO FACtLmES (ADAG) 1990 STATE FIRE twARSHAL REGULATIONS AND AMENDMENTS TO-DA'TE • CALIF"ORNIA CODE OF" REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE ACCESSIBILITY STANDARDS CALIFORNIA CODE OF' REGULA TlONS (CCR) TITLE 19 I nE ll'iGI.IJOED OW\lfll!J,j~ 5~1Fii;;;,>,TIQNS,, IDEAS, ~A"6D- AARANGEMSITB Ra'Re>atlED THEREBY ARE AH_. SHAU. REMNN. THEFffJP=RTYOF-rLHM.~Gf.GROUF'AHO-NOPAATUi~F 5W.i.l. BE. COPIW, DISCWU~ TU OTl'I= QR USl=D IN. CONNECTION WITH Al« WORK OR PROJECT OTHER Tl·!Ni rti.E.6PE(;II-IC PROJECT FOR WHICK THEY 1-11'>\IE BEEN PREPAREU,AND DE\IELCIP!:D wm1our Tl£WRITTEWCONIIEHTOFRRM.JJESIGN.GfflilUP. V15UALCClt.llN:.1 WITH fflESE OAAWlNGS. OR BPECIAGATIONB SHAI..I.CCNSHTUTla OONi;;I.Uliil'k E\/IDSICE. OF ACCEPTANCE OF THESE R£S'TRIC110NS. SUBMITTAi.OF THESE DOCIJMl=NT& f'OFt ?UBLJCNl.ENCY FlEVIEW SHALL NOT BE. CONSIDERED;,, WAIVElR OF RRM Dia.SIGN GROUP'S R.lOtffS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation 'i--' ::, ID (/) <( • ~ --.... " ~ ~ " u ~ ~ ~ ~ "' ~ ~ • 0 • t ~ ~ i I ;i ~o :::i .... 0~ <C c,, LL. <C 0 (.) z --,:s z C'3 ~~ I-:a a:: (.) w :>. ~~ 0 C ll. 0 U) ·-w ... c::O I-g (/) It) C:: N -LL. " Septemt:,er 9, 2009 _, ~ w z w(/) C>w 01-zo <Cz 0 z w C) w _, ~ · MS~1.dwg : .... _. 1107570 E HIT ~ M-0.1 ::;::I s::::;~~a::::::Et:::::~·:,.:' :::;:C:;;;:I:;;::T:;;ENY;:;;:;G1NE~!G ~¾fJ~~AD MPROVEMENT PLANS FOR CAR/.SIJAD JOWT" FIRST RESPONDER TRAINING FACILITY ll:GEND AND GENERAL NOTES A ·.P~R9,VE_O __ WIWAM~. T~~ -~~llt!ttai<~=o¢DA~. DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 10 DA lE DWN BY: I PROJECT NO. Ct-lKD BY: RH ~ ~BY: y~ L • I DRAWING NO. 463-1 V, ::r 0 <t> <t> :E r-? ~ G) 00 IV ~ 0 0\ -w IV ' .,I:>,. ~ 00 ::-~ ,e E. "' - I .. ! ~ ~ a ., I ~ !a' " .. .!, ~ _3. • ~ -8 I !l ., t I! .. --I! f ~ -" ti d .. -,;; ROOF TOP GAS/ELECTRIC PACKAGED AIR CONDITIONING UNIT SCHEDULE • BUILDING HAS A TOTAL CO\IERAGE SM()l(E-DETECTION SYSTEM COMPL'11NG WITH THE CFC. UNITS THAT ARE TO BE SHUT DOWN BY AREA SMOKE DETECTOR BY ELECTRICAL CONTRACTOR ARE INDICATED AS "YES". SEE ELECTRICAL DRAWING E-S-5.3. MANUF'ACTI.IREI SUPPLY FAN POWER EXHAUST O.S.A. REFlllGERA TION GAS HEATING FILTERS AREA• APPROX. llEM AREA AIR El<f. S.P. MOTOR ELECT. MTA %R lOTA~ lOTAL TOTAL TOTAL AfllE SMOKE AND SERI/ED EXT. F'AN MODEL AIR (CF'M) AMBIENT lOTAI. SENSIBl.E ENT. AIR LYG. AIR ELECT. DATA UNIT UNIT SIZE DETECTOR WGl!T REMARKS NO. QUANTITY BHP CIUANTI'TY -IN H:,0 -~ FIA If.CA 11.0.C.P, - INPUT OU'!PUT ,i: OTY. DETAIL MODEL NO. Cflwl S.P. RPM -CFM MIN. DB-,,.. MB'TUH MS1UH DB/WB ,,., DB/WB ,,.. v-e-H?. M.C.A. M.O.C.P. MBlUH MBTUH (INCHES) (UNIT 9H\IT (LBS.) DOWN) AC\ CARRIER LOBBY /£NTR'r' 101-C0MFERENCE. RM-104-UNISEX ~ ¾ /-% 2 '\ \'ERTICAL DISCHARGE-COMPlETE wmt "cANF/\B" STANOI\RD TYPE ROOF CURB, FAClORY ~ .,1-~ 4!!PGOC07-A-6 StlO'IIIER 107-WDIEN'S RE'ST.1~TOR RM 2850 0.70 1,152 1085 -- ------- - 580 ~.o 69.J!I 65.55 480-:5-80 15.4 25 60.80 61 4 !8x20><2 YES 2000 109 lltEN"9. REST, 110-HALF' HAU.""Y 8 8 5 ~5.J INSTALLED !OOll: BAROMETRIC RELIEF MODULA TING TYPE ECONOMIZER. /AC\ CAl!f!IER RIINGE M,I\S"IER omcE 111-S'l0RJ\GE tt2 ~ :% /4 % / 2' \'ERTICAL DISCHARGE-COMPLETE wmt "CANF/\B" STANDARD TYPE ROOF CURB, FAClORY ~ 1~1~ 46PGLC05-A-6 f'RISlo!RM118 1650 0.70 0.58 825 -- - - --- - - - 150 95.0 45.06 39.44 480-:5-80 11.4 15.0 41.30 61 4 !6x20,c2 YES 1BOO 61.8 2 7 ~5.J INSTALLED 100ll: BAROMETRIC RELIEF MODULATING TYPE ECONOMIZER. VAc' CARRIER GENERAl,. STORAGE 10>WEAPOM STORAGE 10S ¾: ¾ /-% / 2 '\ VERTICAi. DISCHARGE-COMPLETE WITH "CANF'/\B" STANDARD TYPE ROOF CURS, FACTORY~ ~1-, 46PGOC07-A-6 CIECH IN Gli.lliERING fFACE. 11~ CONTROL RM 2900 0.80 2.08 1178 - - - - ------1500 95.0 79.51 79,51 480-:5-60 15.4 20.0 60.80 61 4 16x20x2 YES 2000 118--WEAPON a.EANING AREA 117' 4 3 5 ~-5.J INSTALLED 100ll: BAROMETRIC RELIEF MODULATING TYPE ECONOMIZER. 'AC CARRIER RANGE EQUIP. STORAGE I 122-~ ~ /4o % , 8 '\ VERTICAi. DISCHARGE-COMPLETE WITH "CANF AB" SLOPED TYPE ROOF CURB, FAClORY ~ 1~1; 46PGLC04-A 6 RANGE EQUIP. STORAGE n 123 1200 D.50 0.28 875 --- ---165 94.7 34.37 29.36 480-:5-60 9.0 15.0 41.30 81 4. 16x20x2 NO 1800 .. -~ INSTALLED 100ll: BAROMETRIC RELIEF MODULATING TYPE ECONOMIZER. 2. 2. 7 "' VAc' MON /2o 6~ % / -/8\ VERTICAL DISCHARGE-COMPLETE WITH -cANFAB SLOPED TYPE ROOF CURB, FACTORY (mJ:J) '1'_1-: RM-A053D READY AREA-25 YARD 1620 0.75 0.52 1377 --- - --- - --180 90,0 64.68 50.74 480-3-60 14,0 20.0 -81 4 16x20x2 NO 1600 'ij:.5.2 INSTALLED 100ll: BAROMETRIC RELIEF MODULATING TYPE ECONOMIZER, COMPLETE WITH D 59,89 13.0' SINGLE POINT POWER CONNECTION, 'AC MON ~ % % /-?a'\ VERTICAL DISCHARGE-COMPLETE WITH -cANFAB-SLOPED TYPE ROOF CURB, FACTORY (mJ:J) l',>1-<:1 RM-l\0530 READY AREA-!DO YARD 1225 0.75 0.38 1279 ---- ------120 90.0 80,67 42.76 480-:5-60 14.00 20.0 -81 4 !6"20x2 NO 11500 INSTALLED 100ll: BAROMETRIC RELIEF MODULATING TYPE ECONOMIZER. COMPLETE WITH 72.0 56,11 13, ·111-s.f SINGLE POINT POWER CONNECTION. , AC' CARRIER HALF BREAK RM/'IENDING AREA 208 % ¾ 7-' 7% !'2'\ VERTICAL DISCHARGE-COMPlETE WITH FAClORY INSTALLED ECONOMIZER AND ~ ~-4!!PGOC07-A-6 2700 0.50 1.53 1040 ----------75 93.D 159,16 57,87 480-:5-60 15.4 20.0 80.80 81 4 !6"20x2 YES 2000 "CANF AB" STANDARD T'!PE CURB. ' D 52.5 M-5.j AC CARRIER DMSIBI.E TRAINING CI.ASSROOM 201 ~ ¾ 1/4 7% f 2 '\ VERTICAL DISCHARGE-COMPLETE WITH FACTORY INSTALLED ECONOMIZER AND ~ ,2 ·-9 46PGLC06-A-6 2490 D.50 1.23 970 !154-MPE015 2500 1096 0.5 1750 1.5 3.2 4.0 7.2 160-:5-6D 750 95.0 61,54 80.07 480-:5-60 19.4 27.2 80.80 81 4 l!hc20x2 YES 2100 "CANFAB" STANDARD TYPE ROOF CURB, AND "CANF'AB" MODULATING POWER 6 3 52.5 ~5.J EXHAUST, /Ac\ CARRIER ~ ~ /4c 7% I 2\ VERTICAL DISCHARGE-COMPLETE WITH FACTORY INSTALLED ECONOMIZER AND ~ .,2--1 46PGLC06-A-6 DIVIS1BI.E TRAINING CLASSROOM 201 2490 0.50 1.23 970 !154-MPE015 2500 1096 0.5 1750 1.5 J.2 4.0 7.2 160-:5-60 750 95.D 61.54 60.07 480-:5-60 19.4 27.2 60,80 61 4 16x20,c2 'l'ES 2100 '1,1-s.1 "CANF'AB" STANDARD TYPE ROOF CURS, AND "CANFAB" MODULATING POWER 63.6 55.3 52.5 EXHAUST. 'Ac' CARRIER HALF BREAK RM 208, ~ % 7-' /4 I 1 '\ VERTICAL DISCHARGE-COMPLETE WITH FACTORY INSTALLED ECONOMIZER AND ~ _,2-, 46PGDC08-A-6 CLASSROOM STORAGE 202 3300 0,50 1.0!! 663 !156-MPE015 2BOO 729 0.5 1750 1.5 3.2 4.0 7.2 480-:5-60 1020 94.0 86,25 86.09 480-3-60 22.6 32.2 111.50 82 4 20x25x2 YES 2600 "CANFAB" STANDARD TYPE VIBRATION ISOLATOR CURB, AND "CANFAB" MODULATING 1 2 95.2 ~-5.) POWER EXHAUST. f'IUIES, 0 ALL A/C UNl"TS wmt POWER EXHAUST: MCA FOR ALL UNl"IS INCLUDE POWER EXHAUST. A FIELD INSTALLED @ COMPLETE WITH DISCONNECT SWITCH. @ COMPLETE WITH INTEGRAL DISCONNECT 5WITCH AND OUTLET. DISCONNECT SWITCH INTERNAL TO UNIT. JUNCTION BOX WILL BE REQUIRED TO MAKE THE CONNECTION FROM UNIT POWER TO THE POWER EXHAUST. INTERNAL CONNECTION TO BE MADE BY MECHANICAL CONTRACTOR. 0 THRU THE BOTlOM KIT FOR GAS, POWER AND CONTROL WIRING. @ INCLUDE PRECOA TED EPOXY ALUMINUM FIN COILS. @ BASE CURB HEIGHT 10 BE A MINIMUM OF" 11 INCHES. SPLIT SYSTEM SCHEDULE INDOOR FAN COIL UNIT OUTDOOR CONDENSING UNIT MANUF'ACTURER BUILDING REFRIG. ELECTRICAL OPER. ANCHORAGE REMARKS MANUF'AC'l\JRER INDOOR COOi.iNG ONLY@ ELECTRICAL OPER. ANCHORAGE REMARKS ITEM AND AREA CF'M EXT. PIPE SIZES wr. REF'ERENCE (SEE EQUIPMENT NOTES BELOW) ITEM AND UNIT SEER wr. DETAIL NO. MODEL NO, SERVED S.P. LIQUID/GAS UNIT UNIT UNIT V-11-H:,e (LBS) DETAIL NO. MODEL NO. SERVED CAPACITY BTU /HR UNIT UNIT V-11-H:,e (LBS) REFERENCE (INCHES) MCA MOCP FLA MCA MOCP @ MITSUBISHI TEL./DATA 400 N.A. % 1.2 A 15 0.43 115-1-60 40 111'\ 0 ® MITSUBISHI 12,000 20 f 10 \ INCLUDE EPOXY COIi.TING ON ALUMINUM FINS- MS-A12WA 106 M-5.1 MU-A12WA FC-S1-1 13.0 16 115-1-60 100 ~5.) -/2 -EQL!!eMENT No I ES· 0 COMPLETE WITH MOUNTING BRACKET ANO CONOENSATE PUMP, AND PROGRAMMABLE THERMOSTAT. @ COOLING: INDOOR: ao· F'. DB, 67 F'. WB OUTDOOR: 45" F. DB EXHAUST FAN SCHEDULE X ESP MOTOR MAX. APPROX. MANUF'ACTI.IRER AREA F'AN 0\/EI. ITEM LOCATION IN B.H.P. TIP SONES UNIT Wf. DETAIL REMARKS NO. AND SERVEO CfM RPM (FPM) MIN. V-11-HZ SPEED (LBS)(1 MODEL NO. H20 RPM VE H.P. FRM @ COOK UNI-SEX SHOWER 108, UPBLAST/ /7\ ROOF' MOUNTED f AN COMPLETE WITH ROOf' CURB, BIRD SCREEN AND 0 120R2B WOMENS RESTROOM 109, BELT ROOF' 750 .375 .090 1014 642 1/6 1725 115-1-60 3233 5.6 140 ~-5;.1 BACKDRAFT DAMPER -JANITOR RM 110/MENS RESTROOM 111 @ COOK ELECTRICAL ROOM 123 UPBLAST/ 400 .375 ,063 12'!8 611 1/6 3188 5.9 90 (7\ ROOF MOUNTED F' AN COMPLETE WITH ROOF CURB, BIRD SCREEN AND ® 100R2B DIRECT ROOF -115-1-60 -~-5.,1 BACKDRAFT DAMPER - @ COOK GENERAL STORAGE 104/ UPBLAST/ 950 .375 .109 1/6 120 (1"\ ROOF MOUNTED FAN COMPLETE WITH ROOF' CURB, BIRD SCREEN AND 0 135R2B WEAPON STORAGE 106 BELT ROOF' 905 796 1725 115-1-60 3198 5.5 ~5;.1 BACKORAFT DAMPER - @ COOK FIRE TRAINING STORAGE 129 UPBLAST/ ROOF' 2000 .375 .231 620 803 1/4 1725 115-1-60 3165 5.4 200 (1\ ROOF MOUNTED F'AN COMPLETE WITH SLOPED TYPE ROOF' CURB, BIRD 0 195R2B BELT ~5.,! SCREEN ANO BACKDRAFT DAMPER - @@ COOi( UNI-SEX RESTROOM I 132/ (9\ CEILING/ CEILING 182 .25 67.5W 1365 547 1/16 1876 3.0 40 COMPLETE WITH BACKDRAF'T DAMPER AND 227V TRANSFORMER. ROOF' CAP WITH SLOPED -115-1-60 S!-7 GC-320 UNI-SEX RESiROOM II 133 DIREC SPACE ~5.J TYPE CURB AND BIRDSCREEN. @ COOi( UPBLAST/ (1\. ROOF MOUNTED FAN COMPLETE WITH BIRD SCREEN, BACKDRAFT DAMPER, ISOLATION @ 300 CPS 25 YARD RANCE BELT ROOF' 13,000 4.7 13.9 1265 2052 20 1725 460-3-6D 9382 -2400 ·l!t-5.2 BASE WITH VIBRATION ISOLATORS, OSHA BELT Gt/ARO/WEATHER CO\IER AND STEEL -DRAIN. UNIT TO SIT ON SLOPED TYPE °THYcuRB" E"UIPMENT SUPPORTS. @ COOi( UPBLAST/ ( 7\ ROOF MOUNTED FAN COMPLETE WITH BIRD SCREEN, BACl<DRAFT DAMPER, ISOLATION 0 25 YARD RANGE ROOF 30,000 4.7 31.5 858 2609 40 1725 460-3-60 9448 -4400 BASE WITH YIBRA TION ISOLA TORS, OSHA BELT Gt/ARO /WEATHER CO\IER ANO STEEL 445 CPS BELT ~-s:7 -DRAIN. UNIT TO SIT ON SLOPED TYPE "THYCURB" EQUIPMENT SUPPORTS. ~ COOK UPBLAST/ (7\ ROOF MOUNTED FAN COMPLETE WITH BIRD SCREEN, BACKDRAFT DAMPER, ISOLATION @ 225 CPS 100 YARO RANCE BELT ROOF' 7,700 4.7 8.41 1721 2205 10 1725 460-3-60 9550 -1400 BASE WITH VIBRATION ISOLATORS, OSHA BELT GUARD/WEATHER CO\IER AND STEEi. -~5.} DRAIN, UNIT TO SIT ON SI.OPED TYPE "THYCURB" EQUIPMENT SUPPORTS. ¼,~~ COOK 100 YARD RANGE UPBLAST/ (7\ ROOF MOUNTED FAN COMPLETE WITH BIRD SCREEN, BACKDRAFT DAMPER, ISOLATION @ 402 CPS-A BELT ROOF' 18,000 4.7 18.5 922 1913 25 1725 460-3-60 9715 -3200 BASE WITH VIBRATION ISOLA TORS, OSHA BELT GUARD /WEATHER CO\IER AND STEEL ~-5:7 DRAIN, UNIT TO SIT ON SI.OPED TYPE "THYCURS" EQUIPMENT SUPPORTS. COOi( ELEV. MECH. ROOM INLINE/ CEILING GN 164 175 .25 132W 1 AREA 102 DIRECT SPACE /' 9 '\ 1300 -515 - -115--1-60 2596 2.5 35 INUNE F'AN COMPI.ETE WITH BACK DRAFT DAMPER AND BIROSCREEN ~5;.1 ,; V) . Tl-lie; l!ooCLUOEOORlroW1MGS, SPECIFICA TIOl<o&, lllF..4$, OESIGIWSNID AARANGEMENTaREPRESENTED1HERESY AREANDSW.U.REM.IIIN ~PROP~TYOF MM DESkll<I.GROIJPAf,IDK{) PARTT,lEREOF.Sw.l.l. BE COPI.C, CJISCLOSliOTO OTHERSORI.ISED IN CONNECTION WITH ~ WORK OR PROJECT O'TlER 'Tl-lAfll. TI>II! iiPE(;;IFIC PRO.laQT FOR WHICH. THEY HAVE BEl<N PRE?N;EDAND OE\fa.OPED WITHOLIT 1HEYIIRITIEN.CONBi;Nl OI-HIW.IJ~GROUP, \flSI..AL,.CONTI\CTWmt 1HESE DRAWINGS ORl:IPEClfll .... TJONS.81iAU.CON6l\lUlla; CONCWtll',lia; EVwa.cE OF ACCE.PTANCCOF THESERESrRICT.ONf!. SUIIWTTAl.(JF THl=SE DOCl.lt.l!cNT& FOR Pl.El.IC AGENCY REVIEW SHALL NOT BE CONSIDERED A. WNveR OF RRM OES,IQN GROUP'S ruai,rra.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation ~ "' i~g C a 0 §I!'l .. m ~ lrl ~ :.!: • I ti}::!: w u :,; t--•••• "' ~ -' ~ 8 "' :::> -8 ID m 0 .. .,, ~ ~ V) -cO~ ell .. LL. c:t < ~ Iii ie q ~~~ C .-lO 0 • j : ai ~ ·-··-IQ~ ~ ~ ~ 0 g .... o11 Qi ~ "<I'; N ~ (IS Cl). • ~ :,; ■1111 :et.:a::~ ~ ••• 0 .9 iD g ~ :z; .... C: IJ) w 0 i'I O Q' l'i 5' ■llli!li O C .C ,._ ~ I,! ,. mOa..c.. ~ ~ F > • 0 -( •• ~ 0 ii ~ • f ,. ~! -0 ..I .... -0 (.) N ~ 0) U) < w 0 ..I (.) :::, z ~ 0 -,, z (U w -.0 J: ~ ti> (.) z ;: 0 I-U) ,= (U <1. a:: (.) I-" '-' z "' w i;' "' w a 0 z z ;: :::5 0 ;;; 0 Q. 5 C "' -" Q. 0 :::, U) ~ a w 0 w a:: 0 I-~ ·U) IO 0:: N -LL. ~; . ~ ~, ffi """""' -"' llfl.",,ii fi 1;;-fi ... """' Septemt,_er_ 9,__ 2009 6iiS ,u- MSRC-0-2.clwg ... ,._. 1107570 HET M-0.2 @ ® COOK WEAPONS CI.EANING UPBLAST/ 420 .375 .066 1235 11-46 1/6 1725 115-1-60 4267 6.2 90 /7\ ROOF' MOUNTED F'AN COMPLETE WITH ROOf CURB, BIRD SCREEN AND BACKDRAF'T 0 ~ CITY 100 R2B ROOF AREA 119 BELT ~-5:) DAMPER ENG 1 3 OF CARLSBAD I SHEETS I V, !NEERING DEPARTMENT 248 ll------i~~--- ~ COOK UPBLAST/ WOMENS RESTROOM 207 1/6 150RH2B MENS RESTROOM 208 BELT ROOF' 660 .375 .109 962 277 1725 115-1-60 - ~ COOK CLASS ROOM STORAGE II 205, UPBLAST/ ROOF' 360 .25 0.038 1021 550 1/6 1725 115-1-60 100R2B JANITOR ROOM 204 BELT - 0 WEIGi-iTS INCi.UDE All ACCESSOf!l5 ® MIN, CURB HEIGi-iT SHALL BE 12", 0 ISOLATORS! HF-370 SET (4) 0 ISOLATORS! HF--800 SET (4) @ ISOLATORS! HF'-220 SET (!5) ( 7', ROOF' MOUNTED F'Al'f COMPLETE WITH ROOF' CURB, BIRO SCREEN AND BACKDRAF'T 0 3777 5.2 180 ~-5~ DAMPER 2672 3.8 90 /7\ ROOF' MOUNTED FAN COMPLETE WITH ROOF' CURB, BIRO SCREEN AND BACKDRAF'T 0 ~5 ... 1 DAIIIPER ------ ------------------------- MPROVEMENT PLANS FOR. CARLSBAOJO/llfr FIRS T RESPONOER TRAINING FACIUTY SCHEDULES EQUrPMENT A~:gvED WI':}-/~ DEPUTY CITY ENGINEER DWN BY: PB I CHKD BYo Rl:I RVWO BY: 1/R PROJECT NO. I DRAWING NO. ~l',S(, _ 463-1 ,_., G) 00 W.i:,. s.~ I'-' I .i:,. ,_., 00 ' ' ' ' I ! ' ' ' I SUPPLY FAN SCHEDULE ESP MOTOR MAX. MAX. APPROX. ITEM MANUFACTURER AREA AIR FAN TIP UNIT DETAIL NO. & MODEL NO. SERVED DRIVE LOCATION QUANTITY IN B.H.P. RPM o.v. SONES WT.= REMARKS MIN. SPEED CFM H2 0 RPM Y-~HZ FPM LBS. H.P. FPM /SF\~~ "COOK" READY AREA ~ \<;1-v' 1-1-270 CFS 25 YARD RANGE BELT ROOF 13,400 1.0 3.80 796 1725 5 460-3-60 17n 5626 17.8 3200 ROOF MOUNTED FAN COMPLETE Wll'H SLOPED TYPE ROOF CURB, BIRD SCREEN ~ AND INTAKE BACKDRAFT DAMPER ~@ ·cooK· READY AREA ~ ROOF MOUNlED FAN COMPLETE Wll'H SLOPED TYPE ROOF CURB, BIRD SCREEN 270 CFS 100 YARD RANGE BELT ROOF 12,000 1.0 3.19 754 1725 5 460-3-60 1591 5329 15.9 3200 AND INTAKE BACKDRAFT DAMPER ~ SILENCER SCHEDULE SILENCER DYNAMIC INSERTION LOSS (dB) MANUFACTURER SIZE PRESSURE APPROX. ITEM AND (INCHES) MAX. VELOCITY GENERATED NOISE (dB) NO. SYSTEM CFM DROP UNIT DETAIL REMARKS MODEL NO. IN. WG FPM WT.=LBS. w(D) H L 63 125 25D 500 1000 2000 4000 8000 @@@ YAW SYSTEM SF-S1-1 4 7 13 17 9 11 8 7 0 RECTANGULAR SILENCER SHALL BE CONSTRUCTED OF 22 RSR THRU 54 24 6' 13,400 0.16 1489 285 GA. GALV. STEEL OUTER CASING AND 26 GA. GALV. SF-51-3 60 57 47 50 57 63 60 41 ~ PERFORATED STEEL. @@ YAW SYSTEM SF-S1-4 5 7 11 17 9 11 8 8 0 RECTANGULAR SILENCER SHALL BE CONSTRUCTED OF 22 -RSR & SF-51-5 50 24 6' 12,000 0.15 1440 230 GA. GALV. STEEL OUTER CASING AND 26 GA. GALV. 57 55 50 48 59 63 58 40 ~ PERFORATED STEEL. @ YAW SYSTEM AC-S1-5 9 8 12 17 14 14 10 10 0 RECTANGULAR SILENCER SHALL BE CONSTRUCTED OF 22 RSR 22 12 6' 1,600 0.15 873 90 GA. GALV. STEEL OUTER CASING AND 26 GA. GALV. 4 42 37 42 47 50 45 35 ~ PE RF ORA TED STEEL. ~1 5 f YAW SYSTEM 4 10 13 26 18 14 13 12 0 RECTANGULAR SILENCER SHALL BE CONSTRUCTED OF 22 RSR AC-51-6 16 14 6' 1,200 0.16 771 85 GA. GALV. STEEL OUTER CASING AND 26 GA. GALV. 48 41 34 38 45 49 46 34 ~ PERFORATED STEEL. @ YAW SYSTEM EF-51-6 7 8 10 16 11 11 8 7 & RECTANGULAR SILENCER SHALL BE CONSTRUCTED OF 22 RSR 44 28 6' 13,000 0.17 -1519 240 GA. GALV. STEEL OUTER CASING AND 26 GA. GALV. 58 59 53 58 61 66 60 45 ~ PERFORATED STEEL. @ 8 0 VAW SYSTEM EF-S1-8 10 20 20 6 10 9 9 RECTANGULAR SILENCER SHALL BE CONSTRUCTED OF 22 RSR 70 34 6' 30,000 0.23 -1815 405 GA. GALV. STEEL OUTER CASING AND 26 GA. GALV. 61 60 59 56 60 65 59 51 ~ PERFORATED STEEL. @ VAW SYSTEM 12 10 22 20 8 12 10 10 0 RECTANGULAR SILENCER SHALL BE CONSTRUCTED OF 22 RSR EF-51-9 34 26 6' 7,700 0.23 -1254 175 GA. GALV. STEEL OUTER CASING AND 26 GA. GALV. 55 55 54 51 55 63 56 43 ~ PERFORATED STEEL. @ VAW SYSTEM 7 8 14 17 10 11 9 9 0 RECTANGULAR SILENCER SHALL BE CONSTRUCTED OF 22 RSR EF-51-10 54 30 6' 18,000 0.18 -1600 330 GA. GALV. STEEL OUTER CASING AND 26 GA. GALV. 59 62 55 58 63 72 68 45 ~ PERFORATED STEEL. RELIEF/INTAKE VENTILATOR SCHEDULE MANUFACTUREF THROAT APPROX. ITEM LOCATION AREA CFM PD VELOCITY UNIT DETAIL NO. & MODEL NO. SERVED FT/MIN. WT.= LBS. REMARKS @/1y'\ COOK FIRE TRAINING 0 ~1-~ 20PR ROOF STORAGE 124 1452 .05 -120 ~ COMPLETE WITH SLOPED TYPE ROOF CURB AND INTAKE BACKDRAFT DAMPER FILTER BANK SCHEDULE ~ ~ -~ ' TOTAL 30% FIL TER(PRE FILTERS) roTAL FILTER CABINET RESISTANCE 90% FILTER HEPA FILTER APPROX. ITEM MANUFACTURER CABINET SIZE SERVICE FPM SF UNIT DETAIL REMARKS NO. &: MODEL NO. BANK CFM MODEL IN. WG (INCHES) CLEAN~ DIRTY MODEL l'HICKNESS FILTER SIZE MOOEI.. THICKNESS F'lLTER SIZE MODEL l'HICKNESS F'lL TER SIZE wr.= LBS. ra\ FLANDER OR 13,000 SS25LB-15W40W 1 D3Wx39.5Hx36DEEP ~ PREPLEAT 2" ~4)24x24 ALPHA 2000 ~4)24x24 HEPA ~4)24x24 /10\ FILTER BANKS TO BE COORDINATED WITH STRUCTURAL MEMBER APPROVED EQUAL EF-S1-6 541 24 12· SUPER 12· 885 AND ACOUSTICAL ENCLOSURE TO ASSURE MAINTENANCE ~-40 4 24x12 HIGH CAPACITY 4 24"12 FLOW 4 24"12 ·~-5._7 ACCESS AND PERFORMANCE. Ira FLANDER OR 30,000 SS25LB-15W90W 231Wlt39.5Hx36DEEP ~ PREPLEAT ~9~24x24 ALPHA 2000 t9~24x24 HEPA t9~24x24 (10'\ F'lLTER BANKS TO BE COORDINATED WITH STRUCTURAL MEMBER APPROVED EQUAL EF-S1-8 556 54 2· 12· SUPER 12· 195D AND ACOUSTICAL ENCLOSURE TO ASSURE MAINTENANCE '(;1-2' 40 9 24x12 HIGH CAPACITY 9 24x12 FLOW 9 24x12 ~~ ACCESS AND PERFORMANCE. 'FB \ FLANDER OR 7,700 SS25LB-10W35W 91Wx27.5Hx36DEEP EF-S1-9 ~ PREPLEAT 2" l3~24x24 ALPHA 2000 t3~24x24 HEPA t3~24•24 (10'\ FILTER BANKS TO BE COORDINATED WITH STRUCTURAL MEMBER 550 14 12· 12· ~1-~ APPROVED EQUAL 40 1 24x12 HIGH CAPACITY 1 24x12 SUPER 1 24x12 655 fl!: 5.2 AND ACOUSTICAL ENCLOSURE TO ASSURE MAINTENANCE FLOW ACCESS AND PERFORMANCE. /FB'\ Fl.ANDER OR 18,000 SS25LB-15W50W 12BWx39.5Hx36DEEP ~ PREPLEAT t5~24x24 ALPHA 2000 t5~24x24 HEPA ~5~24x24 /10'\ FILTER BANKS TO BE COORDINATED WITH STRUCTURAL MEMBER EF-S1-10 600 30 2· 12· SUPER 12· AND ACOUSTICAL ENCLOSURE TO ASSURE MAINTENANCE 1'61-41 APPROVED EQUAL 40 5 24"12 HIGH CAPACITY 5 24x12 5 24x12 1050 FLOW ~5.;! ACCESS AND PERFORMANCE. e' ~ "' " ~ ~ !'! 8 ., ~ ! ~ t .. 6 ~ ,. -• t -el I ~ lHk: ll'ilf.:UIUED Dl'UI.WINGS,. SPECIFICATIONS,, IDEMi,, OE.lilGl<l$AAO NiRANGEMENTB-REF'RESal l'£D THE.HESY AftE ANO SHAU. Ral,I\IN. lliEPROPER!Y Of RRMOESIGN IJROUPANONCI PIIRf TH~ Si'W.I. BE COPIEll, [l'9C\ OSEO TO on1a.s OR USED IN GONNECTION Wffif MN WORK OR PROJECT OTHER THAN THE. SPECIFIC Pf«JJECT FCR WhlCH THEY f!A\/E BEEN PREPMEOAN□ !JEVELOPEC. WllttOUT nte WRfli'Bo CON!IENT OF RRlil DESIBN.GROUP. IIISUALCONTAm WITH THa;.;.DRM\,1NGSOR81'ECIFIC#ITIOMSSi1ALLCO.SIITlJTE.C'ajCl,J,JSNE e.llOENCE.OF .-.ccePTAl,CE OFTH~E RESl'l:l!CTIOtlS. SUBMITTAl..f'F THESE DOCIJMl:'NTS FOR l>UBLIC AG.ENCY F'I.EVI~ SHALL hlOT ft£ CONSlOEREll ,-. WAl\let.OF RRM DESIGN. GROUP'S RIG-ITS. RRM DESIGN GROUP COPYRIGHT 2006 RRM is a Califomla Corporation ,.....,._ "' "" DAl!: September 9, 2009 MSRC43.dwg ...,_,.. 1107570 M-0.3 fl) w -' :::> Q w :c (.) ti) 1-z w :::5 0. -:::> a LLI i . ~ Cl111N£!G ~E~~rJAD ic--------,--1,i----~~-----~---------------------------------------------~---------~--------------------------------------------LIL_IL~~FOR: i -~ SHEETS 248 - ! CARLS8AD JOI/VT FIRST RESPONDER 11?AJNING FAC/lfTY EQUIPMENT SCHEDULES .!! l 5 ~ -~ <i .. -~ Ai:~Q.YED WllJ:iA~ _PL~_9! /.,,,; ~-::!-~~~~~-=-,:-,-llpl-./4 DEPUTY CITY ENGINEER PE28!76 EXPIRES J/J//10 DATE DWN BY, PR I PROJECT NO. I DRAWING NO. CHKO BY: RH tzJO-463-1 RVWD BY: YR \ \ ) ' I :;. ~ ,a ]. <> .. ~ ~ e .., ~ i ~ t " 6 1 • ~ -~ ~ <> ~ -! .l! } ~ ~ -~ -, il -i! . 2005 ENERGY EFFICIENCY STANDARDS MANDATORY MEASURES ALL OCCUPANCIES-MEQ,11\NICAL MANDAlORY REQUIREMENTS FOR THE MANUFACnJRE. COIISlRUCTlON AND INSTALIATION Of" SYSTEMS, AND E!lUIPMEIIT SECTION 110 -SYSlEMS ANO EQUIPMENT-GENERAL SECTIONS 111, 112 AND 11S ESTABUSH REQUIREMENlS FOR THE MI\N\Jf'AC'TIJRE, CONSTRUCTION, AND INSTALIATION Of" CERTAIN SVSlOIS AND EQUIPMENT COMPONENTS 1ll°'T ARE INSTAl.lEO IN BUILDINGS REGUlATED BY TITLE 24, PART 6. SYSTEMS, EQUIPMENT AND BUIUltNG COMPONENTS LISTED BELOW MAY BE INSTALLED ONLY IF: (A) THE MANUFACTURER HAS <.-ERIIFIED THAT THE SYSTEM DR ICCII./IPMEllrT COMPONENT COMPLIES Wl1H Tl-IE APPLICABlE MANUFACl\JRE PR0"1SIONS OF SECTIONS !fl, 112 AND 115; AND (B) THE SYSTEM, EQUtPMENT DR BllllOING COMPONENT COMPLIES wm-t THE !.PPUCABlE INSTALlATION PRO'IISIONS Of" SECTIONS 111, 112 AND 115. NO SVSTEM, EQUIPMENT DR BUILDING COMPONENT CO\IERED BY THE PROVISIONS OF SEC'TlONS 111, 112 AND 11S THAT IS NOT CERTIRED OR THAT FAILS TO COMPLY WITH THE APPLICABLE INSTALlA'llON REQUIREMENTS MAY BE INSTALLED IN A BU1LDING REGULATED BY TITLE 24, PART 6. THE SYSTEMS AND EQUIPMENT COMPONENTS COVERED ARE: APPLIANCES REGULATED BY THE APPLIANCE EFRCIENCY REGUlATIONS (SEC'TlON 111). OTHER SPACE-CONllfTIONING EQUIPMENT {SEC'TlON 112). GAS APPLIANCES (SEC'TION 11~). SEC'TlON 111 -MANDAlORY REQUIREMENTS FOR APPLIANCES REG\llATED BY THE APPLIANCE EFRCIENCY REGUlA TIONS ANY APP\.IANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE APPLIANCE EFRCIENCY REGULATIONS MAY BE INSTALLED ONLY IF THE MANUFACl\JRER HAS CERTIFIED TO Tl-IE COMMISSION, AS SPECIRED IN '!HOSE REGULATIONS, THAT THE APPLIANCE COMPLIES WITH THE APPLICABLE STANDARD FOR THAT APPLIANCE. SEE APPENDIX 1-A FOR AVAILABtUTY OF DIRECTORIES OF CERTIFIED APPLIANCES. SECTION 112 -MI\NDA10RY RECIUIREMENTS FOR SPACE-coNDl110NING EQUIPMENT CERTIRCATION BY MANUFAC'TURERS. ANY SPACE-CONDITIONING EQUIPMENT LISTED IN THIS SECTION MAY BE INSTALLED ONLY IF THE MANUFACl\JRER HAS CERTIFIED THAT THE EQUIPIIIENT COMPLIES WITH ALL THE APPUCABlE REQUIREMENTS OF lltlS SECTION. (A) EFFICIENCY. EQUIPMENT SHALL MEET THE APPUCABlE REQUIREMENTS TABLE 112-A 'THROUGH TABI.E 112-M, SUBJECT TO THE FOi.i.OWiNG: 1. IF MORE THAN ONE STANDARD IS LISTED IN TABlE 112-A THROUGH TM!lE 112-M, THE EQUIPMENT SHALL MEET ALL 'THE STANDARDS LISTED; AND 2. IF MORE THAN ONE TEST METHOO IS US'!ED IN TABlE 112-A 1llROUGH TABlE 112-M, THE EQUIPMENT SHALL COMPLY Will-I THE APPLICABLE STANDARD WHEN TES'TED WITH EACH TEST METHOD: AND 3. wt-lERE EQUIPMENT CAl't SER'IE MORE THAN ONE FI.JNC'l10N, SUCH AS BOTH HEATING AND COOLING, OR BO'TH SPACE HEATING AND WATER HEATING, IT SHALL COMPLY WITH ALL Tl-IE REQUIREMENTS APPLICABlE TO EACH FUNCTION: AND 4. wt-lERE A REQUIREMENT IS FOR EQUIPMENT RATED AT ITS "MAXIMUM RA'!ED CAPACITY" OR "MINIMUM RATED CAPACITY," THE CAPACITY SHALL BE AS PR0"10ED FOR AND ALLOWED BY 'THE CONTROLS, DURING STEADY-STATE OPERATION. EXcEPTION TO SECTION 112 {A): WATER-COOLED CENTRIFUGAL WATER-CHII.UNG PACKAGES THAT ARE NOT DESIGNED FOR OPERATION AT ARI STANDARD 5SO TEST CONOITIONS OF 44'F LEA"1NG CHlllED WATER TEMPERATURE AND 8S'F ENTERING CONDENSER WATER TEMPERATURE SHALL HAIi!: A MINIMUM FULL LOAD COP RATING AS SHOWN IN TABLE 112-H, TABLE 112-1, AND TABLE 112-J, ANO A MINIMUM NPLV RATING AS SHOWN IN TABLE 112-1(, TABLE 112-L, AND TABLE 112-M. THE TABLE VALUES ARE ONLY APPLICABLE 0-TI-IE FOi.LOWiNG FULL LOAD DESIGN RANOES: LEAVING CHILLER WATER TEMP. 40 TO 48'F ENTERING CONDENSER WATER TEMP. 75 TO 85'F CONDENSING WATER TEMP. RISE 5 TO 1!!'F (B) CONlROlS FOR HEAT PUMPS Wl'TH SUPPLEMENTARY ELEC'TR1C RESISTANCE HEATERS. HEAT PUMPS Wl'TH SUPPLEMENTARY ELECl'RIC RESISTANCE HEATERS SHALL HA'IE CON1R01.S: I. THAT PRE\'ENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEA11NG LOAD CAN BE MET BY THE HEAT PUMP ALONE: ANO 2. IN WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-ON TEMPERATURE FOR SUPPLEMENTARY HEATING, AND 'THE CUT-OFF TEMPERATURE FOR COMPRESSION HEATING IS HIOHER THAN Tl-IE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATING. EXCEPTION TO SECTION 112 (B): 'THE CONTROLS MAY ALLOW SUPPLEMENTARY HEATER OPERATION OURING: I\. DEFROST: AND B. TRANSIENT PERIODS SUCH AS START-UPS AND FDUOWING ROOM THERMOSTAT SETPOINT ADVANCE. IF 'THE CONTROLS PR0"1DE PREFERENTIAL RATE CONTROL, INTELLIGENT RECOVERY, STAGING, RAMPING OR ANOTHER CONTROL MECHANISM DESIGNED TO PRECLUDE TI-IE UNNECESSARY OPERA 110N OF SUPPLEMENTARY HEATING. (C) GAS-AND OIL-FIRED FURNACE STANDBY LOSS CONTROLS. GAS-FIRED AND OIL-FIRED FORCED ...tR FURMACES 'M'TH INPUT RATINGS '225,000 Bnl/H SHALL ALSO HA'IE AN ,,_ IERIIIII IEN I IGNfllON OR INTERRUPTED OEIIICE (110). AND HAIi!: EITHER POWER 'IENTING OR A FLUE DAMPER. A 'IENT DAMPER IS AN ACCEPTABLE AL TERNA lNE TO A FLUE DAMPER FOR FURNACES 'M-IERE COMBUSTION AIR IS DRA'MII FROM THE CONDITIONED SPACE. All FURNACES W11H INPUT RATINGS '!'225,000 Bru/H, INCLUOINO ELECl'RIC FURNACES, THAT ARE NOT LOCA'!ED Wl'THIN THE CONDITIONED SPACE SHALL HAIi!: JACKET LOSSES NOT EXCEEDING 0. 75:it: OF THE INPUT RA TING. SECTION 115 -NATURAL GAS CENTRAL FURNACES, COOKING EQUIPMENT, AND POOL AND SPA HEATERS: PILOT UGHTS PROHIBITED ANY NAWRAL GAS SYSTEM OR EQUIPMENT LISTED BELOW MAY BE INSTALLED ONLY If IT DOES NOT HAVE A CONTINUOUSLY BURNING PILOT LIGHT: (A) FAN-TYPE CENTRAL FURNACES. (B) HOI.ISEHOLO COOKING APPLIANCEs. EXCEPTION TO SECTION 11S {B): HOUSEHOlll COOKING APPLIANCES WITHOUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION AND IN WHICH EACH PILOT CONSUMES LESS THAN ISO Bnl/MR. I CERTIFICATE OF COMPLIANCE PROJECT IWl1C CARIS8#0 JONT F"IRS\ RESPOMJE..R 1RMING FNlt.lTY 2S!IO 0Rl0N 1MY CMSlW>. eA. l20'ID , ..,c.~rlNER-MECHANI......_ CHRIS RADlKE,, ~.~ GENERALINFORW\TIO~ (Part 1 of3) (909)"77-<11115 MECH-1-C I DA1E O!l-1!5,-0II: Bukfkla ~lfflllt Checked ~y/Data ............ - DIITE OF PLANS I Ct.'!1-1~ r BUii.DiNG CONOITIONED FLOOR ~ 1 1"'°70 J a..AlE ZOfllE 7 IUILDffolG T'lflE 00 NONfelDENllM. □ HIGH. RISE RESIOENTW. U :..m.,1,I018. GUEST PHASE OF CONSTFWCTlON l!J NEW CONSlffUCTION, 0 MKM104 D ... TERAllON 0 UNCONDITIONED PM[)QF OF ENVELOPEcCOMPUANCEc r 7 PREW1US ENYELOP€. PERMIT I :XI EN~OPE COIIPUIIINCE. ATTAQ,tEO STATEMENT OF COMPUANCE 1h19 Ca tlPltiaib-Jf Dllfflpia-tlnl ttie bultdlng _..,_ and pa ru.11•.ee &padRwll&:a ,...... • camlll!, with lftllt M. Parts 1 and e of tt. Cd ....... COIie of RlligiatcrtloM. 11111. artlfil:na applia, only t,o blllldlfte :t.ccllGlilcJI. Nqlda;ml& 1M 1 :u,t pNINIW' ~ cattPra t111rt. 111a +amw.11aus, 1a lll!CftM and ~ DOOJMENTAllCH AUlMOR ISIGNA"iURE Ho.Jr , , -th _,....,. RO!E HAMGHI ==-B::.: .. TIMo Prlnclpm ....,.._lcdi o..igMf' __,, eartlfta that tha ,,,._. bwldlng_ •• www.a In U. at of cooabwlloto :.a,ta 1a ca .t •ttn tt. ottlat -ptlcftea torn. and wwwlcd•b.. with the apec.lllc4tkA-. and .Ith any ottw-dn la~ WlbmltNd wtth tMa ...,.It ~ The p,opaad ~ ,_ MM ~ lo meat fflCMl'lical ,......,_ta contGMCI In ap,illcabfa pcrta of s.ctlans 100. 1DI, 102. 110 tt1ro1uJt. 111:i, 120 lltffU!lh 125,. M2,, M4 cwld 10. ✓ @ 111a p1m1& .I. :pacrn • • wt t11a ::cqda:a,ta m Pert a (s.:tklr. ffl-1G.1a). 0 1lle l:mldlatilit rm lft:alw ,Mft tll& ,...~ of ~ e c,r.-,ma 3). 0 1ha apanrtm as 1111111'1"'--lhlb.:.wlluu ,...... ._ ,_..-..a ot f'G't a ~103.i:). Please chaekone: ('""-wlllna of lhie eu.... and F\u,_..• Codi .,,._ ,,.,.._. In full Iii t:ha liklw otld ......... ) @ I ....,, ..,,.,.. thal I am .,._.. undlr ttw. p; 11 a « DhlliDn l of the ...,,._ and Pt m Code \o illQft thll ducwma,l • the ~ fw tu pNpGrution; al'ld UNlt , am .,.._. lit tM state of O:::IIWomlo. • a chi =.-cw 11wch&.._. .,._.., cw I om a nc...s O I .-m thcrt I am ~ undw ._ wwwnptb; to, IIMlbt 3 of Ble ..,._ and Pto .a Coda by Slcllen ffl7.2 or IJ737.3 ta 9igrl thil: dee 1.a1l • 1M ~ ; ; ,..,._ fQf-lfL p. ... ulkAt. and that I cm. o lioanNd eootna.b:w pa-forming thfa _... O I afflm. that I am tllgllla undl," U. aM!ptkwi to DMlkln 3 of U. au--Cll'ld P111F I :e Cad9 to lllgn ttlll" 'Im ,u,t ~ It P1riafna to, o ffllCWN « Ip of WClf\ dlllct1tied pul'IU< to~ .......... COde s.ct!CIM ~7, M38 ~ 11737,1. PRINCIPAi.,. MECH,AJ,llCAl. DESIGNER-NJ.WE I CHRtS RAD11C£. P.E. IDAlE l"c. I 0!!-15-09 11124ml [i] lndllll"9 lamtbl at ....,. of ... Bleak far ... J Im; ....... __________________ _ INSTRUCTIONS TO APPLICANT MECHANICAL COMPLIANCE & WORKSHEETS (check DDJI. if wariuJhaet is induded) (!t li:IB:ff-1-C CwttPI a,f ee.,.,-r.u._ Pat 1 of 3, 2 of 3, 3 of 3 .......... .._ planll ti:r all 911bnilttdl. C.lffluale .r c.,.n.awu. p.,t 1 flf 3, 2 of 3, 3 of 5 en ,..._. fll' di all..1.ftli::la. ma, i. an p1uns. owvn a-r 0..1¥1a.ee .n Nlllfhd rer 1111: p•wa•Uw ..,.fttala. bvt may be on pJaM,. o, nee s ONE-HOLE PIPE STRAP SIZE AS REQUIRED. BESlOE'.S 1t:'STING AND EIIILANCING, THE CONTRACTOR 15 RESPONSIBLE TO PERFORM All TEST INCLUDED IN IIIECH.-1-C PART 2 AND PART 3 FORMS Tl1IS SHEET. / REFRIGERANT PIPES 7/8"11 MAX. @ ~r------t--=-1----'-~----~ P-1000- UNISTRUT. ........_ OR EQUAL IN El-LINE 2"x10" REDWOOD BLOCK PRESSURE - TREATED WITH APPROVED MATERIAL FOR OU'IDOOR INSTALLATION-SECURE CHANNEL TO REDWOOD WITH (2)3/8" ti LAG BOLTS MIN. 2 1 /2" EMBEDMENT. / BUil T-UP ROOF1NG (E)ROOF CERTIFICATE OF COMPLIANCE (Part2 of3) MECH-1-C ~CT NAIIIE CMl!IW) JmlT FIRST RESHMOER 1RANNG FACllJTY M-15-fll Designer 1h18 fffln la to,._ UNd by the ....,,._. and crltoc"9d 1o tM plat&. LliMd N1oW -al thl l :,'ta.ee test. for mec:i..rcat .,......._ 1M ..,._. la ,......_. to chck Iha boa-. by • ~aR9 tNf.a that IIPJMr a1C1 lin QII ecjllipm-.l thclt ~ir• mt ~ tat. tt all aq..tipmalt at o. Nl'taln t)Pa ,...._ o tat, lllt the .... ipffllCll dacflptian and ~ rnlJrill« of -,.tan■ to bit t■■ted ~ porwnth--. Th• NJ ~ dllllgnatn. ttl• Silction In the. ~ of Thol ltllnraldaotial Aa.& lllan~ lllot dNcrli-tt.e i.ot. Alao ~te tt.._ ~~•for palbunlog, the t.t.·(1.a. tha in.tdllnQ contnactor, ....,_ pro,._lond or 'In OQM\ ..tectild by tha _.). Sinai lhia. 1mm •• be pert. of tJa p1a1._ oompiatlon of thia. ~tlar. .m dlow U.. r911PQMibla ...-t, W IUlg.t fur U.. _.. of _.. oppr.-iatt.1y. Building Departments: CERTIFICATE OF COMPLIANCE CARlSl!W) J0INT ""9'f RESPtMOEA W P'ACIIJTT ,/ l!t MECM-5-A: llr Dilbl. Ba : ----- 1tila t.l. -.u'-1 ff 1f.-111111. --5,000 ,t., ...-, Wt.a -..cl 2B er --tM dlll:lw -In _..:lttllaom or -lcondltbled ,._ llk9 QI\. at&, t!ia. •,-.m4 1hot 11-'. tha ollON NCM......,.t&. BmAff1 s)Wtana. Ui4lt ITISM-the ._ ,wqi.S"am.-.ta and att.r d\aJld dud-. r.,aoc,t dllcta o,-replaes the pm:llogMI uni. ------ (Part3 of 3) MECH-1-C OAlE _,....,. T .t Performed By; INSTAUINO CCOl1RAClOR Systems Aln,plance,. B■far9 ffl. m=,...,~mcyy ,-..11 .., ~ ftw a nnty oanatructad buldtng or .-., or o -1 .dftb•.g •,stem .-w,q o bu~ o,--,,.:e Is QPffll\ed for ftOl1i\GI u-. all control ~ ~ the DUWJll'lg, or .-•11 Na o.-tifMld os mNffl9 thw Acaptonc:is ~iranants fo,-Code Carnpli..c:., 1ft addition a C..Uf1011l<s of ~tmiw. MECH-1-A. Fann lt.aM be Mlfflfttal tA tM. 111.:ilcllno dapcl'1rMll:l that cstfflN Plona. .-aiftoatlans,. innlllotion carttficota. and cipenltlnQ and malo.~ lnformcrtklfl -l the requnrnatta of §'~10J(b) <Ind lltla 24 Part 6. C0N'1RAC1t>R ffl FDU.OW 1HE 2ID5c NON RE&OEN1W. CQl:IPU#INCE l:fANUM. E110N &1.9 • 8.11.10 Teat Description -I (!] IIIECH-2-A: Verrtllatf&I ~ ,: I t:a..» Doei ~,t • _..... A1'" V..-s,.lwm-. OuldoDr Al-• Lwwww • CWmlll'i'l A .. 'ftllllrne S,...,. 0utd::lur At-t ta&& ft.It fllfll"..& 11ft -.-., ....... ~ --Coll 1 ...... __. ~ raqutng I tawww ~ M st-t 'Y!fRU AC-S1-a At ac-2::;1 '1NAU NHP:-4 OON1RAC1t1t TO Fa.LOW 1tfE 2005 in.. RESLEN1tAL CD1o1P1.M:NCE llfMUAL !1EC11DN &8.3 a au -I 00 IIECK-~A: P'aclllll■d H'IAC S)alanr • b1w Dae nnt n.■::t.,..... °" 1111.,._ .. 'a t rt..-.-. WA,._ !:l M1::adlo11 ..... lilltl'9J'U. M::--Sl-1 1HRU AC--S'l-8 as N)-$2-1 1HRU-A0--S2-4 Equti--t......., baza t.lhJ-'41Ll!fC:Sl.:3t::-"'Vci;Cl/::!,!::!§,t,_:,t ________ _ 00N IRAC h.M: 'ffl FQ.LOW 1HE 2005 N0tli RESUENhAL ~ MANWl:l. SEC110N &S.5 a aa.e -I 00 MECH--4-A: »-Side Erma,._. A. Dw Doa ••l ~ ...... Ofl 1111---....... , :=~~ /tlP lll9ilfl JWMa :Cl IUII Li.Ldie L MIii,.,..,. ~,ui,1111 Wli allhiM: ... fr 1 'ledat.U.....,._llllll~wWlilM CII■--"-a dA '11M ...-,. "9W',...._ ~ W" • ftfinff ~ ..... .,,.., ... .,,.__ --_ .......... _..... l::C-St-1 'MIU M)-5'1-fl a: A:0-52-1 1MRU AC--52-4 CONIRJICIOA 'TO f'OU.OW lt1E 200S NC». RESOENi.AL, Ct'.IIIPUANCE IMNUAI.. SECTION &ft.7 .t:: &&.ft 2683 No,,rnnfuti e;;;;;;;;;;rn:e Farm.,: A. CONCRE1E OR MASONRY f'IRE PARTITION SHOWN. SEE WOOO STUD AND /OR S'TEEL STUD FRAMING FOR FlRE DAMPERS IN DRYWALL AND/OR CAVITY SHAF1WALL PARTITIONS SUPPLEMENTAL INSTALLATION INSTRUCTIONS FOR FURTHER VERTICAL MOUNT INSTALLATION DETAILS. THE OPENING SHALL BE A MINIMUM OF 1/4" (6) TO A MAXIMUM OF 3/4" (19) LARGER THAN THE OVERALL DAMPER AND SLEEVE ASSEMBLY SIZE. DAMPER MUST BE INSTALLED WITH LEADING EDGE OF CLOSED BLADE WITHIN THE PARTITION. Test Performed By: IIIST"'11NG OON1RAClOR IIIST"'11NG OONIRACTOA IIIST"'11NG CCMlRACTOII -I O WECM-8-A: DamaMI Cclff\fd ¥Lill H • a k:.:ec llDmlmaflt .-w.ocr__,..~--.,.__,,_J I,...,......,_. ......... ---_., .......... _,_ _____ Nii=~'-------- " D l:IECH-7-A: Supply ,.. ._.... i:-cenn' • •-~ ·-.... ,. ,,.. --................ ---.. _..... -----k..... ..,A ~~ w .... --------'""--------- ,/ 0 fll[Ct,l,-8-A: Hydrafllc ~ CD.rtnll • I tonos ~ • ~ I'm eumn.. Anffsa .. olliGllld --w ---• U!l 111 lilaloUan ~~a --"-_.., o111G1sN-,... ._. _____ .. io __ ,....... • Suppl,-...... ~~ Clil..tnii.,, .._... .. -....... ,,.,. cMUscl ... ,.,. ............ u.u ,._. q, ~ OIQIIIOi1v .......,. -_ _,_t.&00.000--.,,.... • ...... .-.-PumpCDmnla.~ .. ----.. --......., ,.,_.,. UIS bf--.sd. IIIDjl ,.._,. -,,_..,__"-Ji, • ~ ~ c..tnl,, ...,.._ la .U. ...., llw:l .11.dkz ~ "" -~:/lllW..WU..~--..-.-------.....-...,..,..,...,.. ......... _~~6AJD,. Nh. e.: ••A,....... __ a ______ _,=-------- Apri12005 200, IIJ6n,.,il&aii&J 6:implia,jCIII Fem,,. DAMPER AT RATED CONCRETE FLOOR/SLAB 6" STANDARD--. IN SHAFT c. 2. 7"MAX.l - I POTTORFF' MOOEL,7 FS0142-H I ' ' < .,(@i:ifu;6 B. DUCT TO DAMPER SL~ CONNECTION SHALL BE BREAK AWAY STYLE. RECTANGULAR DUCTS SHALL USE ONE OR MORE OF THE FOLLOWING CONNECTIONS: PLAIN S-SLIP, HEMMED S-SUP, STANDING S-SLIP, AND OTHER SIMILAR AND COMMONLY USED SLIP TYPE JOIN 'IS. DUCTMA TE MAY BE USED IN LIEU OF SUP JOINTS PROVIDED THAT CORNERS ARE NOT BOLTED AND NON-METALIC CLEATS ARE USED. ROUND OR OVAL DUCTS ATTACHED TO ROUND OR OVAL COLLARS THAT ARE PART OF THE DAMPER SLEEVE ARE PERMITTED AS BREAKAWAY JOINTS WHEN ATTACHED W/ N0.10 SHEET METAL SCREWS (3 SCREWS FOR DUCTS DIAMETERS > 22" . .... V_ TO FIRE ALARM SYSTEM SIGNAL WIRING BY ELECT. l I ,--L--..1.--, &: 5 SCREWS FOR DIAMETERS UPTO &: INCLUDING 36"). DAMPER SLEEVE SHALL NOT EXTEND MORE TI-IAN 6" BEYOND TI-IE RA TED PARTITION. C. MOUNTING ANGLES SHALL BE A MINIMUM OF' 1-1/2" X 1-1/2" X 16 GAGE. FASTENING OR WELDING ANGLES TOGETHER AT THE CORNER IS NOT REQUIRED. THE ANGLES SHALL BE ATTACHED TO TI-IE SLEEVE, NOT THE PARTITION, WITH 3/16" DIA. STL RIVETS, QUICK -LOCK JOINTS, WELDS. OR NO. 10 BOLTS OR SHEET METAL SCREWSAT 12" O.C. MAX. A MINIMUM OF TWO CONNECTIONS PER SIDE. TOP, BOTTOM. MOUNTING ANGLES SHALL OVERLAP THE WALL A MIN. OF 1". A 1" F'U\NGE lERMINATION MAY BE USED IN L1E1.1 OF MOUNTING ANGLES ON THE BOTTOM SIDE OF THE DAMPER SLEEVE. ENSURE THAT ATTACHMENT DEVICE DOES NOT INTERFERE WITH THE OPERATION OF' THE DAMPERS ANO THE FREE MOVEMENT Of THE DAMPER BLADES. L-...-// '. ' • t-i ,u / ► "Tiffr --... / D---1 -3.750 B---11 HORIZONTAL MOUNT ILLUSTRATION DEPICTS DAMPER INST ALLEO F'ROM TI-IE TOP OOMII WITH THE ACTUATOR ABOVE THE FLOOR LINE. DAMPER MAY ALSO BE INSTALLED FROM THE BOTTOM UP WITH THE AClUATOR BELOW lHE FLOOR LINE. -SECOND FLOOR 0. TI-IE DAMPER MAY BE INSTALLED OUTSIDE Of THE PARTITION PROVIDED THE EDGE OF' THE DAMPER FRAME IS NO MORE THAN 3" OUTSIDE THE PARTITION. THE DAMPER SHALL BE ATTACI-IEO TO THE SLEE'IIE W/ 3/16" DIA. S'TEEL RIVETS, QUICK-LOCK JOINTS, WELDS OR N0.10 BOLTS OR SHEET METAL SCREW AT g• O.C.MAX. FIRE/SMOKE DIIMPER SPECIFICATIONS: A MIN; OF lViO CONNECTIONS PER SIDE. TOP. BOTTOM. ALL FlRESMOKE DAMPERS SHALL BE LABELED ANO USlED BY E. A CON11NUOUS BEAD Of' DOW-COMING 999 &: 7:52, F'IBERF'AX, OR CALIFORNIA STATE FIRE MARSHAL ANO/OR UNDERWRITERS GE RTV SILICON RUBBER SEALANT SHALL BE APPLIED BETWEEN LABORATORIES. ALL DAMPERS MUST ALSO BE LEAKAGE RATED THE DAMPER AND THE SLEEVE. SEALANT IS ONLY REQUIRED ON ANO LABELED UNDER UNDERWRITI::R LABORATORIES STD. 5555. THE NON-LINKAGE SIDE OF 1HE DAMPER. WITH SILICON SEALS ALLOWING NO MORE lHAN 10 CfM/SQ,FT. AT 1" W.G. TO 350• f FOR A FULL 30 MIN. MOTOR OPERATED. 1 • • tOUCT SMOKE ! .--tt! OElECTOR --r-:-r-- 1 l AUXIUARY 1 l CONTACT i i IN DETECTOR Hr--11 l •~-i r--'-i..... 120V-1--60HZ : : POWER SUPPLY 1 1 DAMPER , . , I I ,._-I ~----- OISCc N '-r' '--' _] DUCT SMOKE/FIRE DAMPER OPE'.RA TOR 3l -. TME llotCLUOEDDRAWli'M3S, SP!ieGIFICAT(ONS, IDEAS, ~iGMS.ANO ARAANGEMENTSREP~1HERES't'AREilloDSHALLREMAIN lffEPROP~TYOFRRMO~LGN.GIROU?ANDNOPARTT~SW.U. iilfi COPIED, CISCLOSED TO O"fl,IERS OR.USED IN CONIIIECTICH Wrnt ANY WORK OR PROJECT OTtlER THAN THE SP!eClt'IC PROJ!eCT FOR VIIHICli n£Y HAVE BSiJl PREi"Jl'AED ANO DeY..:.oPED WITliOUT TI-ifi WRITTEN CONSENT Of RRM OESIGt. GROUP. V~ oo+IT.-.CTWITH 111.l:Bli ~~OR SP~IC,,\TIOKS ~ co..sTITIJTii ,;QNCUJ&Nii EVUJ~OI-ACCEPTANOlii OF TM-Rl::iTRICTIONS. il.18MITTAL.OF ll,E.SE LlOOUMENTS FOR Pl.JEN.IC AGENcY RE\lia\Y SHALL NOT BECONSIDERSD/\ YIIMVER.OF ~ OESIGPlGROUIO'S RIGHTS, RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation • I--' ::> co (/) < = ~ ~ " m ~ 2i ~ w i1l tl 5' II! ~ "' z • t F o • f ~ ~ 5 'I ~1 ~ 0 . . . . 0"'"' --:Oz ~~~ ,-.,-.o6 ■1111 ••• ■llli!lli ~0 -I .... -o 0 <~ LI. < C, (.) z --,, z cu ~~ I-cu " (.) LLI >-0 cu z ;: 0 C 0. 0 ~ 't: 0:: 0 I-g ti) It) Q::N -LL September 9, 2009 MSRC-04,dwg 1107570 M-0.4 'Oil' N w -I I--I- CITY OF CARLSBAD ENGINEERING DEPARTMENT --11-1------------------------------~---·---------------~------------------~------------~ __ MOOEL-F'S0-171 OR F'SD-172 :F'OR USE IN DYNAMIC OR STATIC TORQUE REO'O. TO MAINTAIN LEAKAGE RATE NOT TO EXCEED D ~ -SYSTI::M. t HOOR-RA1EO. -------------------------· ----LBS; TORQUE; DAMPERS-Stlf<tt:-BE---tNSTld±EO--Pffi-----___ ----------+lll--llf--MPROVEMENT Pl.ANS FOR: _ MAXIMUM DAMPER SIZE IS 24• WIDE X 24• HIGH. MANUFACTURERS INSTALLATION INS1RUCTIONS AND/OR STA1E FlRE CARi.seAfiJo/NTF'.=1R=-sr~RE=sPO-N-D~E,~R-TRAl-'MNGFACIL/lr PIPING ON ROOF DETAIL lfT9 2 -------------- MARSHAL LISTING NO. 03225. POTTORFF' COMPANY, INC. (LISTING ff 00225:0368:110 AND D3230:0368:11') PROVIDE NON STALL SOLENOID MOTOR , 64 VA. MAXIMUM. TES1ED FOR 1 YEAR CONTINUOUS POWER APPLICATIONS SUCH AS BEUMO CAPABLE TO REOPEN DAMPER REGARDLESS Of POWER F' AILURE LENGTH OF' TIME. PROVIDE 5 YEAR DAMPER AND ACTUATOR WARRANTY. FIRE/ SMOKE DAMPER THRU FLOOR DETAIL NT9 1 TITLE24 APPROVED WILUAIA i;_t_LljMMER ,,,_ '7.,. - - ---e--~~--....,._..,.-~" .b .. . DEPUTY CITY ENGINEER PE28176 EXPIRES J/31110 DATE'. OWN BY: PR CHKO BY: RH RVWD BY: YR PROJECT NO. ~ [ DRAWING NO. 463-1 ' ' ' ' ! I i ' I - i ! ' ' ' i ! V' ~ ro ro ...... 00 VI ' 0 ' ..... IV .i::,. ' 00 ! I i ' / 0 ~ G) .c,. 0\ w I I-" ! I ' \ I ' I 1 ~ J A >------1-----------+i-f------ 14x6 TR---i~ 175 CFME - 12x8 TR :t:j~,_;~,.j! ©-----1-----------, ... 1 Fl------- 16x12 EXH UP 1MRU ---.. CHASE TO 2nd FLOOR (950 CFME-EF-S1-3) <:@»u-SCl(2 14"14 EXH UP THRu--......-: CHASE TO 2nd FLOO!\trn's (750 CFME-EF-S1-!lilffeRoolt 1ll 24"16 SA & RA UP CHASE TO 2nd FLOOR {2650 CFMS/R-AC-51-1) I --..... _ ~12x8 4 • 12x12 C 12x12 CR --'."' .... r' ©-3_2_0_CFME 1 1 t3~R ROOM ~ ACCESS PA~EL WOl!rn'S 12x10 EXH UP THRU CHASE TO 2ND FLOOR (400 CFME-EF-51-2) p,_ __ _,, R[SlR()(.\! I troJ" 20"14 SA & RA UP THRU 11 CHASE TO 2nd FLOOR (1ssd1'1 CFMS/R-AC-51-2) II (2)16x16 ~ V. 605 CFMR ~ "'.!H--++~EJI, _ ~ 14~1n4·:i...._ __/ All! CO\ll'!ltSS(\, / l1R£ RISfR ROOM I tis I " (4)12x12 cl) 325 CFMS EA. ru:c. ROOM I! Ii 14x14 CR 400 CFME V. 12x8 EXH UP THRU CHASE TO 2ND FLOOR (420 C~) A UP TO 2nd (2900 CFMS/R- AC-Sl-3) □ 6 tNIKY lll1 EMS CONTROL PANEL (BCP) □ 7 UP ~-,-,-16"16 CR OO[!!AL Slomt I Hi! I 14x14 CD 450 CFMS -x- 14x8 I I 12"12 CR 330 CFMR ~ ~ 17i7 CONTROL PANEL FOR RANGE HVA ON/OFFl" CONTRO_ Si (ACP) - □ 'S1100l£ 665 CfMR (2}12x12 350 CFMS 11 II ii If n Q}-----+--------~ "ANEMOSTAT"~FREE FLO LINEAR DIFFUSERS. : (5)3" SLOT xll2' LONG, EACH 2 FOOT SPAN I TO BE A TOTI\L OF 1715 CFM, (TOTAL OF 2 AT THE 100 '!!I). RANGE). COMPLETE WITH INDUSTRIAL Hl;A VY DUTY OPPOSED BLADE DAMPERS FOlf 700 FPM VELOCITY UP r f"TiO-J ' SfAIR 14! 1 2 3 5 7 13 ~ 10 ~ -------,------------------ NO ~!CLE EXHAUST SYSTEM I REQUIRED. SEE GENERAL ------------------- r-r--------------~r--------------, I I ; 11 l[I 11 18x22~A & ,WA - Dl!C"" Uj1R TO AC-51--4- }'200 <;FMS/R) ! ,,,,_. --....i.__,(2)18x10 ACCESS DOOR FOR SILENCER ACCESS 54x24 SA DUCT UTR TO (SF-51-1) '--'18x24 ACCESS DOOR FOR SILENCER ACCESS-TYP OF 3 P.D. SPECW.l'f Yf.HlCt£!\!RKl!fG r-:-1 HEPA FllTER / 25-YAl1!)/ RmGfV I no_J <§;> BALLISTIC ACOUSTIC -i ~·-, ENCLOSURE SEE ARCH. : DWG, 1 & 2/B-S-9.2 i 1--....J -TYP i (12)8x8 CO, 135 CFMS EA. (CD TO BE EGGCRATE TYPE) iJL1:--ik.._ 54x24 SA DUCT U'IR TO (Sf-S1-3) 6' -o• SILENCER (12)Bx!I CO, 175 CFMS EA. (CO TO BE EGGCRATE TYPE) ~-50x24 SA DUCT UTR TO (SF"-S1-4) 1,---50x24 SA DUCT UTR TO (SF-51-5) --L-,(2)1Bx12 ACCESS DOOR FOR SILENCER ACCESS ----------18x24 ACCESS DOOR FOR SILENCER ACCESS-TYP OF" 2 I i j i j ' GENERAL NOTES =======!======= P.O. SP£CW.1Y VEl11ClE PARKING • I ::··1 o,i: FllTER 30,: I'll TER 18x18 EXH UP TO (EF-51-4) (2000 CFME) Fill£ 1lWIIIIG .,.J l ""'--16"16 OSA UTR 16 Ill EA (2)20x20 1 30ll: I'll TER HEPA I'll TER ~ ,~' "s1/ BALLISTIC A USTIC / ENCLOSURE :!;EE AR~,/ DWG. 1 & 2/;B-S-9.2 , -TYP (,, ~ 8" j - 18x24 ACCESS DOOR FOR----1------.t--.. SILENCER ACCESS-TYP __.--44x28 EXH UP TO EF"-51-6 (13,000 CFME) s·-o· s1 @ ' I I I it--.....ll'I : 70x34 I NCER ~...,,,...,,.fflll" 70x34 DUCT UTR TO EF-S1-8 (30,000 CFME) KEYNOTES " ll " ti >,P- 11: H' " !! ' " ll "-+-" II ll ll " II II "-+-" " ll " I • ' ' ' ' ' ' ' ' ' ' ' j ' ' I ' ' I ' ' I ' ' ' ' ' I I I ' I i ' • UNI-SEX : R!:SlROOli : [ 1¥7 I . ' ' ' , • ANEMOSTA T" FREE FLO LINEAR DIFFUSERS. ( 5)3" SLOT x 4' LONG, EACH 4 FOOT SPAN TO BE A TOTAL OF 3430 CFM. (TOTAL OF 6 AT THE 100 YO. RANGE). COMPLETE WITH INDUSTRIAL HEA If'( DUTY OPPOSED BLADE DAMPERS F"OR 700 FPM VELOCITY t,---;;:;;;--=;;:;;~--;;;;;;;;;;;;;;;;-;;;;:;::;;--;;;;;;;;;;;:;;;:;--;;;;:-1 <3> 24x24 DOOR LOUVER, SEE ARCHITECTURAL PLANS. 1. FOR INDIVIDUAL EQUIPMENT DETAll 1<EFERENCE. SEE A SIDE WALL REC;iSIER wf1H nRE/SMOKE DAMPER. SEE MECHANICAL DETAIL 3/M0,1. SEE T-1.6 & T-1.7, EQUIPMENT SCHEOULES ON SHEET M-0.2 AND 1,1-,0,;5 '6-"' DETAILS 52 & 54 ON A-S-9.2 &, DETAIL 53 ON A-S-9.4 F"OR FIRE RA TED STRUCTURES. 2-FOR DUCT SUPPORT DETAll. SEE 4/M--5.1 FOR A Sltll\LL DUCT AND 7 /M--6. 1 FOR LARGE DUCT ~ REFRIGERANT PIPES UP THRU SECOND FLOOR. SEE FAN COIL SCHEDULE FOR PIPE SIZE. 3. FOR CONIIECTION TO CO/CR. SEE 5/M--5.1 0 CEILING ACCESS DOOR PANEL SEE ARCHITECTURAL PLANS. 4. FOR EOUIPMENT C0N1'l!OL WIRING DIAGRAM AND EMS, ~5 FOR LIMP MASS SEE SPECIFICATION SECTION 11485 AT DUClS. SEE SHEETS M-6.1 AND M-7.1 '-/jl" 5. FOR DUCT UNER ANO EX'TERNAL INSULATION <9 BALLISTIC ACOUSTIC ENCLOSURE. SEE ARCHITECTURAL DET. 2/B-S-9.2- REOUIREMENTS, SEE MECHANICAL SPECIFICATIONS B l4 Tl-IE 1"6CLUDED DQAWlr.lGS, SPf'CIFIC.<i.TIOIIIS, IDEAS, DESIGN6AHll AAJW,IGEMENTS Re.aAESENTED T.tauoBY ARE AND SHAU. f'<BWN. ntE PROPERTY OF RRM Dl';Sllltil GROUP A1.n hlO PART THERC0F ~ Ba COPIED, Dl!ICk,.OSEO TO OTHERS OR USE□ 11,1.COM,IECTION. WITI-f ANY WORK OR PROJECT OTMER THAN THI'; SPECIFIC PRO.JECT FOR VtellCH THeY H,,\'/S BEEN, ~ANO DEVEl.OFEtl WITHOLJT THE Wflflla& CONIIEMT Of RRil DESIGtil. GRO\JP. 'ASUAI.CONTAICT WITl-t THEBE.llffAWINGS OR.~IC\JIONSSHNJ. CONSTfTUTE. IXlfllCUl&N'E. E.\jlDE.NCE.QFACCEPIANCE:OF1Hi:5E:Rl:SrRICTION5. !il,llilMlTTAI.OF TH£SE. DOOOMENTS FOR PUEILIC AOEN~Y REVEW SHAU.NOT BE CQNSl□EREDA. YVAlvat (lf RAM DS:IIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Caltfomia Corporation i--' ::> m tfl < • ~ ~ ......,, - "' " ~ ~ B w 5 I), w ~ 3 ii ~ 'a ~ oO ii at ~i ~, ....... ~ ::i ~ -0 (.) <~ LL. < 0 (.) z ~ -"C ~~ 0:: .:: I-«I 0:: (.) w >, 0 «I z s: 0 C: a. 0 "' ·-w ... 0:: 0 I-g "' IC) 0:: N -LL. " September 9, 2009 MSRC-2-1.dwg ,,,_ 1107570 M-S-2.1 ~ a.. a:: 0 g LL. I-"' c:: -LL. CITY OF CARLSBAD I SHEETS I ENGINEERINC DEPARTMENT 248 <z)-WHEN DUC'IWORK PENETRATES WAU. B01 IONI OF DUCT TO BE AT 11'-4" A..F.F. ·~ DUCT TO BE A ~;;-;,UM-26 GAUGE. -------------------- N 6._ FOR_BRANCH _TAKE-Off'_ DETAIL, __ SEE_ 6/M-5.1 ______ _ _ __ _ MPROVEMENT PLANS FOR: ___ _c_ _______ _ 7, FOR DUCT THRU ROOF' DETAIL. SEE 4/M--5.2 8. FOR PIPE suPPORT TO STRUC'IURE DETAIL, SEE 6/M--5.2 9. FOR PIPE SUPPORT TO WALL DETAll. SEE 5/1,1-5.2 A nRE/SMOl<E DAMPER THRU WAU. SEE MECHANICAL DETAIL 2/M0.1. SEE T-1.6 & T-1.7 AND DETAILS "(1/ 52 & 54 ON A-5-9.2 AND DETAIL 53 ON A-S-9.4 FOR F1RE RATED STRUCTUREs. ~ FlRE/SMOKE OAMPER THRU WALL, SEE MECHANICAL DETAIL 1/M0.4. SEE T-1,6 & T-1.7 AND DETAILS 52 & 54 ON A-S-9.2 AND DETAIL 53 ON A-S-9.4 FOR FIRE RA TED STRUCTUREs. ~-ACCESS PANE\. AT CEILING. SEE ARCHITECnJRAL DRAWINGS. CARLSBAD JO/fVT FIRST RESPO/'IDERTRAINING FACU_!TY FIRST FLOOR PLAN FIRST FLOOR PLAN 1 OWN BY: PR PROJECT NO. I DRAWING NO. - CHKO BY: RH ~ 463-1 RVWD BY: YR l l / ~ O'\ w I I-" • ..,._ ~ ~ ,il I "' i ~ e .: ~ ! ~ f " ... I -, i • ¾ -g ~ Q ~ -~ -"' -.l! f ~ -Q <":i -"' .'.'.< :;; ------------:,-- 21 14 !5 17 lB 19 2() 7f-------+---------------+---------------l-----__:_--J----------l--------+------------------------+---<r Tl,E ltillLlJOED DRAWINGS,. BF'tQl-~I ION.,;,, IUE.tlS,. uESIGNS NIU .ARRANGEMEHTS~SITED lHERl=BY AAEM..c SI-W.1.AEMAIH. l11EPR0P~TYOFRRMOc;aiGflGRIXJPANDWOPNU~OFSHAU. BE COPIED, IJISCLOSED TOOTHetiOR.lJ.9:,D llil.CCNoECTIDN Wrni ANV WORK.OR PROJECT OTHER 1ttAN ! He i:J?=CIFIC PRO,lle:CT FORWHIQi Tl1EY I-IA\/EaeEK PRS'l',REO,\NO llEVa.OPEDWITHOUT TtiEWRITTEfl~T01-HIUll~IGN.GaOIJP. \1151.W.CONTACTW!"r.t Tl£Sla OAAWtiGaOll~IFK.o\lltlt461irWJ. i;ONS I ITUU. CONC~ F.IIDEN.CE OF ACCEPTANCE OF THESEREBTRIClQm.. BlJBMITTAL,.OI' TH£& DOOUl,1ENTS FOR PUBUGAGENCY REVIEW SHALL NOr BE. CONSIDERED A WAIVER OF RRM. DESIGN GROUP'S l'UGHTIL I ' I I • ' I I I I : UNI-S!:X : R'..Sllm!I I j0I ,;,af L'll!-S!:X R'..SffiOOW fl 133 '1L---8"fl EXH DUCT UTR TO ROOF JACK B' -o• SILENCER \1=1➔ 18"24 ACCESS DOOR f"OR-....jl SILENCER ACCESS-TYP <3') BALLISTIC ACOUSTIC ---'I ENCLOSURE SEE ARCH. ' owe. 1 &: 2/B-S-9.2 -TYP HEPA FILlER KEY PLAN ST!WllOO PROP 1J5 -----34)(26 El(H UP TO EF'-S1-9 (noo CFME) r---_-_-_-_-_-_-_-_-7 STORITROff;" l',lOP 1l!! SlORl:TRONT PROP SIOR!JRON! PROP MO GENERAL NOTES 1. F'OR INDIVIDUAL EQUIPMENT DETAIL REFERENCE. SEE EQU1PMENT SCHEOULES ON SHEET M-0.2 ANO M-0.3 2 F'OR DUCT SUPPORT DETAIL. SEE 7 /M-5.1 B'-0" SILEN ~1:,) KEYNOTES ' ' ' ' ' ' ' ' .I.I.II~ L- lc::-----~f•-l:n~-};l-~\_:_,.-------ll---------------------------------------------,.---.---_:__ ________ 1L3:_-__. F'OR EQUIPMENT CONTROL WIRING DIAGRAM AND EMS, 0 :Z-4"24 DOOR LOU\!ER, SEE ARCl'IITEC"t'URAL Pt.ANS F'OR r SEE-SHEETS-M-6.1--AND-M--7.1----------------------__ MORE-OCTAl...,. ____________________ _i_11'-- 4. F'OR DUCT LINER AND EXTERNAL INSULATION -(3> F'OR UMP MASS SEE SPECIFICATION SECTION 11485 AT REQUIREMENTS, SEE MECHANICAL SPECIFICA 110NS DUCTS. 5. F'OR BRANCH TAKE-OF'F' DETAIL, SEE B/M-5.1 8. F'OR DUCT THRU ROOF' DETAIL, SEE 4/M-5.2 FIRST FLOOR PLAN CONT. ---------- 1 • RRM DESIGN GROUP COPYRIGHT 2006 RRM is a California Corporation "' "' < ~ iss a ----tK ti ~ 2 ~ ti ... ~M~~ .. • ID '.:;; UJ (.J m I-~ -' 0 "' => ~ m 0 (D m C "'"' ~ ~ (/) ~ <o~ "'~ ;i II.. s c( ~ ~ . -., a ~-m-v • ~~~ ...I 111 !! ~ jE~8 Ii .... oc1 5g..i-~ ~ ■Ill! LL. al ~ . ; € 0~ m ~ i,l ••• :2-@~lt w Q 'E o 0lS tj 1:i 3, ■lili-~oif.:t. ~ ~ :,; ~ i "0 • l ; s ~r ~ • f • ~ m -0 ..I .... -0 (.) N • < 0) I-LL. < z (!) (.) 0 z ~ (.) -'0 z z a:s :s -J:l -~ ti) z -Q. 0 I-... F a:s a: ~ a: (.) 0 u "' w >-'" 0 0 0 a:s ,. z ~ ..I 0 LL. a; 0 5 C I-'" Cl. "' 0 ti) 0 -0::: w ... 0 -Q! LL. 0 I-CO- ® ~ lot) N -LL. September 9, 2009 ......... 1107570 M-S-2.2 -,,\ _-_ ~-_j 7 CITY OF CARLSBAD SHEETS Vt :;;;;;;;:;;;:;;;~;;;;;:;;;:;EN~G~IN;:E::E:::R::::IN::::G:::::::DE:::P:::A:::R:::TM:::::EN:::T:==:=:.== 2 = 48 =:::-lli---~ --(1)-----0------ MPROVEMENT Pl.ANS FOR: ~ :E ::_:_ CARLSBADJO/NTFIRSTRESPONOERTRNNINGFACll.fTY ,_. G) FIRST FLOOR PLAN CONT. ~ A APPROVED WIWAM £. J:.l.Ulj,M£R DEPUTY~ ENGl~af PE28176 EX~~~ J JI 10 b/',1~h ' DWN BY: PR CHKD BY: RH RVWD BY: YR PROJECT 1110. %f¼ I DRAWING NO. 463-1 ' I ' -L.._. __ _ o en -w IV .,!.... ~ CX> I -: I ~ • ~ ,e i .. I !'! ~ "' ~ ! ~ t ... J. I ~ -• .! 8 t l 2 4 Ai------------i----------j-7----t;;;;;.;;;;;s;.,,i\lR;;;" .;;jjjiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii Q '! C)-----t-----,-+lt~~ D'l--------l----------11!!!!!!!! 24x16 SA &: RA DUCT--,.,. UTR TO (AC-S1-1) 21550 CFMS/R 24x16 SA &: RA DUCT--.._11 ON IN CHASE TO 1sT .__ "' (4)16x16 CO 550 CFMS EA. £ )-.-------+FL~OOR~('=26~50~CFMS~~/R~)~---+L~~~~ 4"11 SA ON TO CABINET CONNEC110N- 4x4 CO. 30 CFMS (2)18x12 TR--il'- 300 CFMS EA. ii 14x14 DUCT UTR To-, ll F ,_ ______ C_EF_-_S1~-l-1) 750 CFME ~ ii 115x12 EA DUCT UTR -" TO (EF-51-3) 950 CFME 12x12 EA __ f_._l~~ DUCT UTR TO (EF-52-1) 660 CFME 12x12 CR--" 3'IO CFME 2Dx 4 SA &: RA ON IN CHASETO !sT FLOOR (1650 CFMS/R) (2)18x12 TR 300 CFMS EA. 28x 6 SA &: RA DUCl' UTRI TO (AC-S2-4) 330IJ CFMS/R ,, I 4"91 SA ~ l'O CABINET·----....,...1~ CONNECT\ION- L l------4x_4_c_o_,. ~o CF'MS N 215x16 SA &: RA DUCT ON IN CHASE l'O 1sT FLOOR (2900 CFMS/R) 10"10 EA DUCT UTR l'O. (EF-S2-2) I JSO CFME ' 8x8 CR 100 CFME 12x8 EXH ON-_/ IN CHASE TO 1ST FLOOR (450 CFME) 1------------h}~)f~ir~=:: ___ J 12x12 CR 320 CFME 103 ""' 12x12 CO '330 CFMS 6 7 I - 24x16 20x14 SA &: RA DUCT UTR TO L/ ~-115x215 SA &: RA DUCT UTR l'O (AC-51-3) 2900 CFMS/R 8 9 10 11 12 KEYNOTES 0 24"2:4 DOOR LOUVER, SEE ARCHITEClURAL PLANS, (3> ACCESS PANEL AT CEILING. SEE ARCHITEClURAL DRAWINGS. A. ARE/SMOKE DAMPER THRU WALL. SEE MECHANICAL DETAIL 2/M0.1. SEE ~ T-1.6 &: T-1.7 ANO DETAILS 52 &: 54 ON A-S-9.2 ANO DETAIL 53 ON A-S-9.4 F'OR ARE RAlEO STRUClURES. <3> DUCTWORK SHALL BE A MINIMUM 26 GAUGE. ~ FOR SIDEWALL FlRE/sMOKE OAMPERL, SEE MECHANICAL DETAIL 3/M0.1. ~ SEE T-1.6 &: T-1.7 ANO DETAILS 52 &: 54 ON A-S-9.2 ANO DETAIL 53 ON A-S-9.4 FOR RRE RAlEO STRUCTURES. ~ FOR PIPE THRU TO ROOF DETAIL. SEE 3/MS.2. >-:::==================:==;-j---------------'---------------t-;::::=:::::=I <2> PROVIDE CABLE CONTROL SYSTEM FOR CONTROL OF VOLUME I, DAMPER AT THIS LOCATION. SEE SPECIFICATION SECTION 15910. 14x14 CR 485 CfMR (2)20x20 CR 1070 CFMR EA. . 18x18 CR 890 CFMR (6)14x14 CO 1410 CFMS EA. 14x30 SA &: RA DUCT UTR TO (AC-S2-1) 2700 CFMS/R 24x16 SA &: RA · I DUCT UTR l'O I (AC-S2-2) 2490 CFMS/R I (2)16x115 CR 800 CFMR EA. (2)16x16 CR 800 CFMR EA. 24x16 SA &: RA l DUCT UTR TO , (AC-52-3) 2500 CFMS/R n ' 1alha CR i 890 CFMR I GENERAL NOTES 1. FOR INOIIIIDUAL EQUIPMENT DETAIL ~EFERt.llfCE. SEE EQUIPMENT SCHEDULES ON SHEET 1,1-0,2 ANO M-0,3, 2. FOR DUCT SUPPORT DETAIL. SEE 4/M-5.1, 3. FOR CONNECTION l'O CO/CR, SEE 5/M-5.1. 4. FOR EQUIPMENT CONTROL WIRING DIAGRAM AND EMS, SEE SHEETS M-6.1 AND M-7 .1. 5. FOR DUCT LINER ANO EXTERNAL INSULATION REQUIREMENTS, SEE MECHAflllCAL SPECtACA TIONS. 6. F'OR BRANCH TAKE-OFF DETAIL. SEE 6/M-5.1. 7, FOR PIPE SUPPORT TO WALL DETAIL. SEE 5/M-5.2. 8. FOR DUCT SUPPORT l'O CHASE DETAIL. SEE 8/M6.1. KEY PLAN //f/f/!!fl/f! TI-IE.lMCUJDED DRAWINGS. Sl'"EC<Fic,,,.TIONS, !Oi:M, OEStGNS-,UilD AARI\NGEMa.TSREPRESBINClntEREEI)' ARE AND SliAU.RBIWM l~~fYOF~~GIROUPNDHOPAATTI-IEREOFSHAU. BE COPl!aO. oeec·, 096D 10 OTHl:Ra OR LI~ IN CONNECT~ WITH Ai«WORK OR PROJECT OTHE:R Hw.l THE tiPEC;ll'IC PROJl<CT" FDR WHICH THEV 1-Y.VEBEEN~ANDDE'IELOPEDWI~ ThE WRITTEN CQlr,IDBfi OF RRll IJESIGW aROUP. 'IIISUAI... OONT,l,Cl wm, THESE DAAWIWGS ORIIPEClfiCA.TIOHS Sl-lAl.L CONSTillRE CONCU161'1E. E\ilDENCE OF ACCEPTANCEciOFnlES£REllTRICTICN'il.. SUIIMITTALOF THESE. OOCl.)lr,IENTS FOR: ;,uauc AGE:NCV REVIEW SHAU. NOT BE. CONSIDEREOA WAl\ll!R OF Rl'u.& DeSION tJROUF'"S. FUOI-ITS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM Is a Caltfomia CvlpOlalion • I-_. :) CD (/') < = ~ l\'11111 .,. I!! < 0 ~ !!I ~ a. ::, e bO C: bO ·-V) Cl) "'C " m ~ w 5 w ~ E :i... :i... ~ ill ill a; tf • I ~ " ~" ii ~, """"'-"' MSRC-2-3.dwg a"'"' < 0 ~ ~~~ ,_ .... o6 ■Ill! ••• ■llll!III ~ 0 -..I .... -0 (.) (',I < (7) u. < C, (.) z ~ -i:, z co -.Q ~ th -t-.. ca 0:: 0 w >-0 co z == 0 C Q,. 0 u, ·-111 .. 0:: 0 r-g U, IO 0:: (',I -LI. .... -1107570 M-S-2.3 ~ Q,. 0:: 0 0 ..I LI. Q z 0 0 w u, V, rSHEEl'l CITY OF CARlSBAD SHEETS ~ 0 ~ -I! "' - ~ 24B ro ~ --i,i-----f--------~--r---f--------y-c--,---f--------+-------------------H--------------------------------------------~Nf------·.---~----------------1 l~ll--:;;:;;;;;;:;;:::;;;;:;',,!::;;:;;:::;;:;;EN:;;Gl;:;NE;:=:E=R=1N=c=o=E=P=A=R1ME==N=T===-====;-lf-----•·--···· ·-··-,_.,..... --r.--~~ MPROVEMENT PLANS FOR: . u 1 .e * ~ -~ 2 B ~ .. >! SECOND FLOOR PLAN ------------------------------------------- CARLSBAD JOINT FIRST RESPONOffiTRAIN/NG FACD..nY . ... .... . 00 00 .t:,,, Om -w PV I .t:,,,. ,_. SECOND FLOOR PLAN A l MIi/ER DEPUTY CITY l!l!EN .. GI ... NELELR .,€..i,PE~281 76 EXPIRES.J Ji . 0 N/tt"d· . OWN BY: 1 CHKO BY, Rt:\ RVWD BY, YR PROJECT NO. ~G6'6' ~-----------------------------------~. ·-------····· ----. -···-···-········ I DRAWING NO. 463-1 00 -! _! ~ ~ s If ~ .. ~ ~ & ! ~ i" " ~ I ... t ¾ -2 I ~ t .. 2 4 6 l' ' r-, -~~ D}------+------___jl-1-l---11~==l~1====::;;::..b=~;::a::;JO • D • D D I -18x22 SA AND 26fflr!RA I DUCTS DTR, TRANSIDON [l---------1-----------' .', I TO 24x16 SA AND AA l / 0 DUCT ¢ -'--/-f--•I':,~ I . @ . □ • ' -[~~ 1-□ ~ □ 14x14 EXH \ DUCT DTR \ I F )------t.;::;;:;======~=====1 □□□□□□ ~"' ~ ;-.. ,,~..... B I i 6~~i~ i ® ---....:L,ax2:[sl AND 26x16 RA DUC-r.Hl'TR. TRANSITtON TO~ SA AND RA DUCTL...l !, !I i :1 !! 'I !1 ii I 12x12 El<H~ DUCT DTR @"~ (2)REFRIGERANT--... ""'rQ . □ PIPES DTR ........._ ~ A '7'-, ~~kj ~o ~~isl ANo 2ex,s RA E!tiers-e'TR, TRANSITION l!:{TJ24xl6 SA AND RA 11\.ICT 18x22 SA AND !6x16R -,.,_-,,,_._ DUCTS DTR. TR. NSITtON ~ TO 2Dx14 SA IND RA \ DUCT G\---------C=========;;;::=t, i □ □ I • "u· □-, fl~_ SA AND 26x16 RA u !l\K;TS DTR, TRANStllON / :R) !24xl6 SA AND RA boeT I 1-------l, @~____.a.I-I.,/~□ // •X• c;i fp;;f ~ "-" l:..J LJ ' I □ 22xis SA AND IIJ!!J!!.'1.&, RA- / DUCTS DTR. TR_ NSITION_'._l\i\~ □ l Wc~x16SA,NDRA \ \ □□□o )-------t,:,;;::;:::: B 1========~= ~ r.il f-:"?i D D ~[[' a, . gj _ !/ ! l(_)I AC _JDUCT DTR u 2- 12"10 El<H.., 0 DUCT DTR • ~ I L. /EF\ '""' M 1-----------i!+---t----+-'---------lr-- 1~ 10 EXHJ D!J T DTR / I \ r-1 )------+=:;;II==,;;:;; l!=;;;;;;;;;_il ;;:::::;:i_l \ ! \ I • □~ @~v 6 □□ Ii □&\J □□B ~ L1ax22 SA AND 26x16 RA II DUCTS DTR, TRANSITION TO 26x16 SA AND RA D.V.C.T II 11 7 0 i i ' i II 9 10 lii l - @ ftrm r,7-'0➔0 ...... 18x22 SA & 26x16 RAJ/ DUCTS DTR ~\;~ I rsf\ ~ I/ ' 1 f. ,v ~130. 'U ~ 1 :1' ,, @ ~ 'Lj 1 r,-,-y ~ @ 'U 1 f.-~;i,/ ~ 'U -0 / I f. ~ ~ 'U ' I ' I I f .--+--t/4 ~ef@ f .-. L~J__ @ I~ 11 I l l 1-,--. , EF " 111 I ~ //~ ,..<: I l ! I - GENERAL NOTES 1, F'OR INDMDUAL E'.QUIPMENT DETAIL REF'E'.RENCE. SEE EQUIPMENT SCHEDULES ON SHEET M-0.2 AND M-0.3 2. roR EQUIPMENT CONTROL WIRING DIAGRAM AND EMS. 1Bx1B EXH DUCT DTR / ~ I I , 16x16 OSA DUCT DTR -I ~ ~ I I /EF\ ~ 13 --- / [J,~ ~-~ ---~ ,, ,.. ... ..c. ...... , i L70x"54 DTR~ I - KEYNOTES I 1 :::I ' ,,,, ~: <, "'• ' ' ' ' ' ,~~,' ' ' I I ' ' ' ' ' ' ' ' ' I ' I ' ' ' ' ' ' I ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' I ' ' ' ' ' • l ' ' ' ' • l I ' I I I I I ' l ' ' ' l I ' ' ' ' ' I ' ' I • • ! l !i!. :::I : "". ~· <' ct <.!) 4Dx2B DUCT DOWN THRU ROOF. TRANSlilON TO 54x24 DUCT. /2 = ™"' ....cu;oeo DRAWING&, :,Pl,CIFIC.,,,TlQMS,. IDE"'9, O~IOIIISA!olO AARANCoEMEtlTS REFF!ES81TED "THEREBY NIIEAND SHALL RelMIN l~PNOPERlY OF~ ~GROUP AND NOPARTTHERECIFSHI\LL BE CCPISl, OlflCl,.QaED TO OTHl:RSORUSliiD INCONloleCTION Wint AHV 'NORK OR PROJECT OltiER ltiAN 11-il'. ~II-IC ?RO,lieCT FOR WHICH THEY HAVE BEEN PREPN'IEDAN[l DE\IB.OPeD WITHOUT THE WRTTlEN CotilSEJolT OF RRlil DE.slGM.GRDUP. \IIBUALOCNTACl WffH n-tlolllio DRAWIN8S ORSPECIFICI.TIONSSWJ.~ CONSTITIJTE fXWCUlGIIIE RV~ISOFJ\CCEP'TANCri;.CIFTtlESERESTRICT.oNS. stJIIMITTAI...OF THESE OOCIJUENT$ FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIOERSDA WAl'IEROF Rl'U,l DESIGN GFO.OUP'S RU3HTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califoml" Corporation I!! < Q • f--' ::> rn II) ti -< • I!! ,. ............... ... ., .. j w " w ,. ~ ~ z ~, • I ~ ~ o a 11 ~ ~ ! ~o ::i,.... -o (.) <~ LL. < C, (.) z ~ z -g -.a ~~ I-cu 0::: (.) LU >-0 ct! z~ ~ g fl) -w .. 0::: 0 I-g ti). IO 0::: N -LL. ;; 8Y 1:.l&lh JY September 9, 2009 MSRC-4-1,dwg ...,_ 1107570 ...., z ~ D. LL. 0 ~ M-S-4.1 SHEETS 248 i ::,;. I ® ct ® SEE SHEETS M-6,l AND M-7.1 ~ CITY OF CARLSBAD 3. roR DUCT !JNER AND EXTERN"At. 1NSOLA1'10N ENGINE'.ERING DEPARTMENT --urr----~~---------t---------Jc-~+----~----=t---------------------±-----,±-------------.-.-----'-'-~------~---1-~IREou1REMEN.TS.-st1:-MECHANteALSPEc1F1CA'IIONS ___ ~._A-22x2c>-suPPLY'~AtR_Ducr_DOWN_THRU_Rooc~mANSl'IION'-ro_,ax10 __ -J-ll-c-ll-c~iiiiiii~~~~~==========-===~ll-~---(j) ® N '<I' SUPPL y AIR DUCT. ,,.;PROVEMENT PLANS FOR: -.i, } ~ -Q. 0 <:i .. . --.. - ;; 7 B / ~ 4. FOR DUCT THRU ROOF DETAIL. SEE 4/M-5.2 CARI.SBADJOlrrTFIRSTRESPOMJcRTRAIN/fVGFACfLrrY A\. 22x20 SUPPLY' AIR DUCT DOWN THRU ROOF'. TRANSlllON TO 18"12 s. roR PIPE THRU ROOF DETAIL. SEE 3/M-5.2 "-:1/ SUPPLY AIR oucT. ROOF PLAN _'''" . - 6, FOR PIPE ON ROOF DETAIL. SEE 2/M-0.4 /.'\. INSULATE El<HAUST DUCT WITH ONE-PIECE MOLDED GLASS F'lBER "-1/ WITH ALUMINUM VAPOR BARRIER JACKET. SEE SPECIFICATION. SECTION 15290 • AP~~Q,VEO ~WA11, £~_M,M£R ,£#/, ...__-r~--~~.._""--___._· lll,/t,~A~ -· ---DEPUTY CITY ENGINEER P£28176 EXPIRES J/JI/JQ DI\Jt l 1---------------------------------------------------------------------------_._ ____________________ .._ __________________ _,----,--, OWN BY: PR I PROJECT NO. I DRAWING NO. ROOF PLAN 1-1·.o-1 CHKD BY': RH -~ 463-1 RVWO BY': Y8 -----------------···------------------- -------------------------------------------------- ' I .I i -----t ~,1 I ' (t !,!!, :::n • ~: <, 2, ' ' ' ' ' 15 16 17 i 20 ,,, ----1.Lf..--,,•c.'-----------1--------------------------1-------------------------l-------------l------------+------------l~--------------------------------------t-----{ F n,rc l'-GI.LIDEil DAAWINGS,, SPECIFICATION&,. IDEAS,. OEtilG~ ANO ARRl'-NGEMEMrS REPRESEkTEb TH!cRBIY ARE.AND SHIILI.. Ra.WN Tl£ PROPERTY OF RRM OESl'3N OROOP ANllNO PART THEREOF SHALL BE COPIECI, Ol!Gl.OSE~ TO OTHERS OR U9EO tN CONtrlECTION WITH ANY VIIORK OR PROJECT OT .. ER ntAN THIO SPECIFIC PROJECT FOR WHICH THeV HAVE Bl!EN PREPAREOAltlD PlE\IELOPEel WITHOUT TliE WR!TllaN CONIISIIIT OF RRM DaolGN GROUP. VISU.'IL COW'!ACTWllH Tl'cSI: UR,,\WJNQi. ORSPcCll'ICATIOIICS 8HAU. CClt,!6TITITTECONCU.IIII\IE E\IW~ OF ACCEPT~ OI' THESE RESTRICTIONS.. SIJIWITT.W... OF THESE; DOCUMENTS FOR ?UBI.IC AGEHCY REVIEW SHAU. I\IOT BE. CONSIDERED A WAIVER OF RRM UESlGN. GROUP"& RIGHTS. / > ' ' • I I I I I I • I ' ' ' ' ' • I • I ' a•• El(H. rAN ~OOF JACK ! KEY PLAN r II i !! 034"26 OTR--a.., .. < .. / N ------------------- GENERAL NOTES 2' -0" MIN. FROM PARAPET (TYP) 054"30 OTR '1 / ,,"' ...... I H J ' © ® "" ~ RRM DESIGN GROUP COPYRIGHT2008 RRM is a Calrfomla Corporation '" « a • I-__. :::> 0) Cl) ~ < • " "' ~ w !I " w ~ ~ _,_ "' IIHA'!lrle+ ... ~ :al 5, a; ~ i • I ; 5 ~1 ! ~ ~ • i ~ 0 ~o -' .... -0~ < 0, tL < Oo z ~ z -g -.0 ~~ I-111 a::: 0 w >-0 111 z == 0 C: Q. 0 th ·-w ... a::: 0 I-g -th I()_ 0::: N -LL. DAlE .. .,....,00:...-~S=_.eptember 9, 2009 MSRC-4-2.dwg ......... 1107570 HEY ,-: z 0 0 z :5 ll. tL g a::: 1-------------------~1,..------------------------,-r,=-========:!ic.. 1. F'OR INDIVIDUAL EQUIPMENT DETAIL Rt.FERENCE. SEE: KEY NOTES ·M-S-4.2 E:0UIPMENT SCHEDULES ON SHEET M-0.2 2. roR E:0UIPME:NT CONTROL WIRING DIAGRAM ANO EMS. SE:E SHEETS M'-'6. l AND M-7. t 3. rOR DUCT LINER ANO ElCTERNAL INSllLA 110N RE:QUIREME:NTS, SEE: MECHANICAL SPEOFlCAllONS 4. rOR DUCT THRU ROOF DETAIL. SEE: 4/M-5.2 ROOF PLAN CONT. A INSIJLA 1E E:XHAUST DUCT WITH ONE:-PIE:CE: MOLDED GLASS F'IBER 'v' WITH ALUMINUM VAPOR BARRIER JACKET. SEE SPECtACAllON, --.SECTI0lll.15290.---·----~-_____ _ __ _ 1 CITY OF CARLSBAD ENGINEERINO-·DEf>ARTMENT -MPROVEMENT PLANS FOR: CARLSBAOJOINT FlRST RESPONOER TRAINING f'AC1lfTY ROOF PLAN CONT. APPR_Q.VED IWWA/rl £. P.LUMM£R ~ / ' .,., ~ -b//P*.m OEPU TY CtTY ENGINEER PE 28176 EXPIRES J/JI /1() OAT OWN BY: PR I PROJECT NO. I DRAWING NO. CHKD BY: Rt1 ~~ 463-1 RVWD BY: YR . ----l en =r-0 (1) ('!) :rE -~ G) \,C> 0 ~ 0 Cl' -w IV I ~ ,_,. 00 TOP VIEW 1---1UNIT a: BRACKET BY MANUFAC1\JRER 20 GA. G.I. SHEET METAL COVER OVER PLATFORM W/SIDES 1\JRNEO ON. -WATER PROOF SEAMS SEE STRUC1\JRAL SECURE UNIT TO CURB W/(1)3/B"& LAG BOLT AT EACH CORNER 3" MIN. EMBEDMENT (TOTAL OF 4) 1" THICK PLYWOOD --- EXT. GRADE BEAM, SEE STRUC1\JRAL DRAWINGS STRUCTURAL MEMBER CANT STRIP-TYP. PLATFORM SEE STRUCTURAL DRAWINGS CONDENSING UNIT MOUNTING DETAIL NTll REAR PANEL PROVIDED BY UNIT MANUFACTURER 6" MIN. • • • • • • METAL STUD -l WALL u,._......, SECURE REAR PANEL TO MET AL STUDS WITH fl0x1 1/4" SELF-DRILLING S.M.S SJDE YJEW DUCTLESS FAN COOL UNIT REAR VIEW CEILING 10 FAN COIL MOUNTING DETAIL ""' 11 LENGTHEN ANGLE IF REQUIRED TO SPAN BETWEEN RIBS (MIN OF 3 FLUlES) STEEL BEA,--.._ BEAM CLAMP~ ..... .4· . . . . ' .... 3/B"& CLAMP-=ii ~ BOLT / CUTWA~ DUCT HANGER STRAP 3/B"& MACHI BOLT HANGER MRE--- FOR CD/CR ONLY CONCRETE Fll.L OVER METAL DECK. Hll ll KW!K BOLT TZ . (ESR1917) 1/2"""3" MIN. EMBEOMENT 3/e"& MACHINE BOLT AT ENC> OF BRACE S1EFl I BEW 3/8"& HANGER FOi! PIPING DIAGONAL BRACE FOR DUCT UNLESS OTHERWISE NOlE[) _MEIAJ gmc NOTE; 1, SEE SPECIFICATION SECTION 01825 FOR LIMITS ON HANGING LOAOS. 2. CONTRACTOR TO SUBMIT DETAIL AND SHOP DRAWINGS ON HOii' EOtl!PMENT AND DUCTWORK WILL BE SUPPORTED TO METAL DECK BEFORE INSTALLING DIJC"IWORK a. EQUIPMENT. 3. . CONTRACTOR_ TO PROVIDE:. CALCULATIONS. BY A. CALIFORNIA.. LICENSED ENGINEER. CONNECTION TO CONCRETE STRUCTURE DETAIL 12 STEEL PLA1E. SEE---.,_ STRUC11JRAL DRAWINGS FAC"roRV --.....,_ PREFABRICATE!) CURB ROOFING UP ON-~.,_ ALL SIDE r--L--/.~-l.----1 ,,--EXH. FAN UNIT WT. SEE SCHEDULE SECURE FAN TO CURS Willi 110 S.111.S. 1111N. (2)EAot SIDE 2" RIGID INSULATION BY ROOflNG CONTRACTOR CANT STRIP BUILT-UP ROOF' SECURE CURB TO WOOO NAILER W/ 3/1!'0 LAG SCREW (2 1/2" MIN. EMBEDMEN'I)-24"QC. RIGID INSULATION RIGID INSULATION BACl<DRAFT DAMPER (INSTALL PER MANUF'AC11.IRER'S RECOIIIMENOATlON) --EXHAUST DUCT (BUILT-UP ROOF-WOOD) FCR 'IIOOO NllllER &FRIWINGSEE SlRI.ICl\.RAL DWGS ROOF MOUNTED EXHAUST FM uE i AIL - 7 I li--Loc.A. TION OF ANGLE FACTORY 6" WIDE 16----< GAUGE STEEL ANGLE SECURE ANGLE TO NAILER WITH (4) fl0x1/2" LONG TEK SCREWS f-r--..,,.._,:,.._.... ... RIGID INSULATION ---,;------._ FIELD SUPPLIED PREFAB SLOPE ----t--... TYPE ROOF CURB BV MANUFACTURER FOR UNITS IN RANGE: SEAL AROUND DUCTWORK AT ROOF PENETR.A. TIONS • SUPPLY OR______,, RETURN DUCT ~'---,!'~ fMNYD NAILER BV UNIT MANUFACTURER SECURE A"'GLE TO UNIT W / (4}f1Dx1/2" LONG TEK SCREWS ....,.IL---;2X NAILER (PART OF CURB) _--COUNTER Fl.ASlflNG ... ANT STR1P SECURE CURB TO ROOF W/(1)3/B"II HILTI KB TZ (ESR1917)-24" 0.C. BUILT-UP ROOFING CONCRETE FILL OVER METAL DECK BEAM SEE STRUCTURAL DR.A.WINGS ROOFTOP PACKAGED A/C UNIT ON CONC EXHAUST FA..--,-... 4 PLAN YJEW SEE®FOR CONNECTION TO STRUCTURE 1/2"0 HANGER ---ROD-TYP. OF 4 ----.11 SECURE DUCT TO EXH. FAN WITH MIN. (3)fl0 S.M.S. EACH stDt TVP. RUBBER ISOLATOR BUSHING ) ' ~ ) ADD 1"x1"x1/4" ANGLE ~ 1 ~ ROD CLAMP IF LENGTH IS : r MORE THAN 3' -o• (TYP.) II II DISCHARGE DUCT FLEX CONNECTION AT DISCHARGE 1 /2" NUT &: WASHER (TYP.) INLINE EXHAUST FAN DETAIL lffll 8 9 2"1'2"x3/'6" Dl~GONAL BR.A.CEZ 16 -0"0.C. MAX. SPACING. BOTH SIDES FOR CONNECTION ego STRUCTURE-SEE 3 AND FOR CONNECTION - TO CONCRETE STRU RE SEE® -LONGITUDINAL BRACE EACH SIDE AS REQUIRED PER SMACNA HANGER 10'-0" O.C.-SEE SCHEDULE FOR SIZE 2"x2"x3/'6" DIAGONAL: BRACE EACH SIDE ONGITUDIN.A.L BRACE 1 1 EACH SIDE AS REQUIRED : : PER SM.A.CN.A. I 4i--3/B"& MACHINE BOLT (TYP) TYPICAL ROUND DUCT TYPICAL SQUARE OR RECT. DUCT NOTE: flO SELF TAPPING S.M.S. EQUALLY SPACED 12" O.C. MAX.-TYPICAL .A.LVANIZED SHEET METAL STRAP DUCT HANGER 10'-o" O.C.-SEE SCHEDULE FOR SIZE. I. NO BRACING REQUIRED IF DUCT IS SUSPENDED 12 INCHES OR LESS IN LENGTH, '-FOR TRANSVERSE AND LONGl1\JOINAL BRACING FOLLOW "SMACNA" GUIDELINES FOR SEISMIC HAZARD LEVEL "A". l. BRACING NOT REQUIRED FOR RECTANGULAR DUCTS WITH CROSS SECTIONAL AREAS OF LESS THAN 6 SQUARE FEET AND ROUND DUCTS LESS THAN 28 INCHES IN DIAMETER. RECTANGULAR DUCT ROUND DUCT MAX. OF MAX. LOAD DI.A.METER MAX. LOAD DUCT STRAP EACH STRAP EACH PERIMETER IIN, HANGER it es. /INCHES HAN""R A- P/2 -72 1·x 20 GA. 20 UP TO 20" 1"X 20 GA. 20 P/2 =96 1"X 18 GA. 30 21• TO 36" 1"X 18 GA. 30 DUCT SUPPORT DETAIL ...... CIRCULAR FLEX DUCT CONNECTOR SEE SPECIF'tC.A. TIONS FOR DUCT CONN. (INSULATED) EQUIV. AREA TO DUCT SIZE SHOWN-(MAX. LENGTH 5' -0") 12 GA. HANGER WIRE MIN. (4) PER DIFFUSER/REGISTER FOR CONNECTION TO ~cti:~~:E TO SEE~ CONCRETE STRUCTURE V SEE~ V 18" NO BENDS--4--,1,. LINED PLENUM -->,-i FULL SIZE OF DIFFUSER CEILING CONNECT PLENUM TO CEILING DIFFUSER WITH SHEET METAL SCREWS, CANVAS &: ARABOL- REFER TO FIG. 2-17 SM.A.CN.A. OR APPROVED EQUAL NOTE; 4" HANGER STRAP. FOR CONNECTION TO WOOD STRUCTURE-SEEEB FDR CONNECTION TO CONCRETE STRUCTURE - SEE® -:,i;;ru,ARE, ROUND OR RECTANGULAR DUCT SEE PLANS FOR SIZE. FOR SUPPORT OF DUCT SEE@ "----DUCT COLLAR WITH DRAW BAND, CANVAS &: ARABOL SEAL 1. TYPICAL FOR RETURN AND EXHAUST REGrSIERS. SIDE DUCT CONN. TO CLG. CD/CR DETAIL ...... MAIN SUPPLY DUCT (OR SUB-MAIN) MAIN EXHAUST RETURN DUCT OR SUB-MAIN) 4 5 1 / 4 w. 4• MIN.--J,.--',--1 1-+---+-·1 /4 W, 4" Ml"'. -t--h..-PR0\1DE VOLUME BRANCH DUCT DAMPER w SUPPLY AJR DUCT VOLUME DAMPER BRANCH DUCT w I PROVIDE VOLUME DAMPER EXHAUSTfflEJURN AJR DUCT DUCT MAIN TYPICAL A/C UNIT ON ROOF DUCT SUPPORT·-.....,_ ISOLATOR WELD TO PERIMETER FRAME &: CURB BY CURB MANUFACTURER FLEX CONNECTION-.....,_ PREFAB SLOPED TYPE CURB BY MANUFACTURER DUCT WORK, VERTICAL DISCHARGE SEE PLANS FOR SIZE &: LOCI\ TION UNIT GASKET PERIMETER FRAME SH-C flO GAUGE HOLD (TYP.6) -SEE DET •• ,._. IS DETAIL 2 SHEET METAL SCREWS ACH SIDE 2" STA TIC DEFl.ECTION !SOLA TOR &: EARTHQUAKE RESTRAINT-"CALDVN" OSHPO APPRO\IEO-R0070 IR"--'PERIMETER FLASHING (BY CURB MANUFAC1\JRER) BULB SEAL(BV CURB MANUFACTURER) ....__FLASHING WOOD NAILER RIGID INSULATION ROOF'tNG UP ON ALL SIDES WOOD LEVELING CURB-SEE -----~ STRUCTURAL DWGS. ....--BUILT-UP ROOF NOJE; LOCATION OF ANGLE PLAN VIEW 0.6 .375 0 ,I<- """'"""= 1- SECURE CURB TO WOOD LEVELING CURB W/(1)3/B"& LAG SCREW-24" O.C. ·.25 t,75±-, --,~ ~, 0.625 -r 90\., 1.75± L • 1, F'tLL ENTIRE VOID SPACE IN ROOF CURB WITH BA TT. INSULATION. DETAIL-A ROOFTOP PA KAGE AJC UNIT MOUNTING DETAIL ON CURB FACTORY 6" WIDE 16--f:r:::::,,,,,__9=:::::lr~ GAUGE STEEL ANGLE I ... NIYEP NAILER BY UNIT MANUFACTURER lffll LOCATION OF ANGLE SECURE ANGLE TO UNIT W / (4}f1Dx1/2" LONG TEK SCREWS SECURE ANGLE TO NAILER--r----1---'ttt-V WITH (4) fl0x1/2" LONG ....,.11.---zx NAILER (PART OF CURB) TEK SCREWS _--COUN'lm FLASHING 1 RIGID INSULATION ----:----+--~ F'tELD SUPPLIED PREFAB ROOF CURB __ ..;,_ __ -i--1t::: BY MANUFAC11.IRER SECURE CURB TO WOOD LEVELING CURB W /(1 )~/8"11 LAG SCREW- 24" o.c. . SUPPLY OR RETURN DUCT WOOD LEVELING CURB-SEE--.,,- STRUCTURAL DWGS. NOJE; BLOCKING OR STEEL BEAM- SEE STRUClURAL DWGS. t. FILL ENTIRE VOID SPACE IN ROOF CURB WITH BATT INSUI..A.TION. ROOFTOP AC UNIT MOUNTING DETAIL .,--WOCIO S"IRUCTURE~-... 1 1/2" LONG "TEI<" SCftEW HANGER STRAP SEE DETAIL® D!AGONAL BRACE---' SEE DETAIL® TJI (TIP) BUil T-UP ROOFING 2 THE 1NCLUo.=OORAW1JrilGS, 8Pf'C.IFICAT!Olo8, 1Dli'A3,. ~S!GkSMoD AAIW<IGEMENTSREPRE.seN~TH~A"f.ANDSrW.LREMAIN. Tl'(£ F~PEifTY OI' R11M. DESIG"-GROUP AND NO PART THEREOF SHAU,. N. COPteO, Dlsc..osECI TO O'T1-IEFIS OR.usaCI IN CONNECTION WITH. ANY WORK OR PROJEC7 OTHER THAN THE. SPEClFIC PROJECT FOR. WHICH THEY HAVE BEEN.PREPARED AND DEVELOPED WITHOUT lt1E YIRITTSN COJrl8ENT OF RRM ~lfiN t.ROl,IP, VISUAL. OONT,cr WIDI THli:Sl=.OAAWINGS ORSPloCIFICATIO'IS 81-W.LCONi,I IH.IT=CONCLU&N~ ~lll=NCE QF MX:l:P'Jl'INCEOI' ltlt:oilo RcaTRICTlONS.. SUBMITTM,.OF THl=SE DOCUMENTS FOR F'UBUC AG=NCY REVLSN SHALL .-(CIT EIE. CCNSIDERlaD A WAIVER OF RRM DESIOl'l GROUP'S Rtell,TS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Catifomia Corporation ~ 0 • I--' ::> CD (/) ~ cC • ~l H-1--1-H-H--t---i;I l • m a g • • • • ~o ..J .... -o 0 <~ u.. < Oo z --,:, Z Ill ~~ ~:; a:: 0 ~, 0 C ll. 0 th -w .. 0:: 0 0 -~ ·U>· ti) II') 0:: N -LI. i:" I"™" iiC September""9, 2009 MSRC-5-1.dwg ,.._ 1107570 ..., M-5.1 th ..J -~ w 0 ..J < 0 -~ ::c (.J w :E l A!!--:t--RECTANGUL.A.R TO ,• IIIIN, tn ~~~:~o:E DUCT ~ .. 11/'L' 1111N. SHEET CITY OF CARLSBAD I SHEETS l -~ 0 ____ .:--..._J,,,?~~"'\_/ ___________ l~-__;.~-CH~RE-M1lN.OOP_AT_rl--i:--=-=-==·i2i~SEi!IMIC~s,ii;ijj;n,----ilt-li~;;;19;,1~~~~EN;;,Gl;NE;:. :::E::R::IN:::G::_::D:::EP::::A:::R::_TM::. ::E::::N·===·:=:::2:::~:::::-=: ,,_ ____ ·-· !,1),._., ~----~ -I I 12 GA. SEISMIC RES'!!!AINT u 1 '-CONl,CAL TAP W11!E LOOPED a, TURNED MPROVEMENT PlANS FOR: S'IROO'lllRAL AS SHOWN AT CONNfCllON CARLS .,., ,,,...RES-~ 18 GAUGE VOLUME DAMPER WOOO TRUSS ro STRUCTURE . BAO .,._;lftfr Fl""' ,rJ,,iJER TRAINING FACILITY ,_.. .s:,. BRANCH TAKE-OFF DETAIL . WITH LOCKING QUADRANT MECKAN"'"At o~Arts s. ~ SET (TVP FOR ALL SUPPLY Iv, i;;; IM "" /RETURN/EXHAUST AIR IV ~ C BRANCH RUNOUTS) APPROVED WIWAM E. P t ...... 6 CONNECTION TO WOOD STRUCTURE DETAIL ...... 3 ·-· . .. -, -. l"":· . -~--Z9 -. DEPUTY CITY ENGINEER PE 2BI 7B EXPIRES J :JI IQ ~~ DWN BY: PR PROJECT NO. CHKD BY: RH '.?G'S& RVWO BY: YR I DR.A.WING NO. 463-1 -------------------------------- ---------- ' : i 3/Pf'•-ACO-TIP ~3/lh <W.Y. AIRCRAFT ✓ CABI£ 24•0.c. a/Pf'• GOI.Y. NRCAAFT CAl!I.E-T01/T SLACl(-TIP F1LJER B.M IJ~~~ TOTAl OF 8) 3/lh -Y. IIIRCRAFT CASI.£ 24•0,c. (1~•--AT EACH CORNER ~-...,___ TO STI'IUCT\JRE ........._ --,:---STIITTNER 2 1/Td vr-12 GA. UMS'!!IUT Pl:l54,\ HINGED fllllNG D<lU!!lE NUT I I I ll!IE 1/ .. """" I WASHEfl WHERE REOOIAEII ,...--,3~CALY. AIRCRAFT CA1!1.E lEIOSICN 10 1/2" SI.ACK DETAIL .,.. FILTER BANK SUPPORT DETAIL ~HANGER RCO-T'IP 10 3;,h OALY. AIRCRAFT CM!LE l'EN9RlOI TO 1/T SI.ACK-T'IP oeA'l!ON OF AIACIWT CABLE (TOTAL OF 0) /(1')3/!f'• -11(111 / AT EACM CORNER 3/lh HANGER ROO-.._ 10 STAUCI\JRE ll£RIICAl. -=--=-----1111 -2 ,;r,a. ~ A••v. ,..,---. 1/"2'-12. GA. ACRAn CAB.£ :u-r~3!54,\~ D<llJ!!lE NUT I USE 1/4• 1HICK : ~ER WHERE I REQUIRED ~-~ QETAH •t,• lEIOSICN 10 1/2" SLACK SILENCER SUPPORT DETAIL IITS 11 LENG11'1EN ANGLE IF REQUIRED TO SPAN BETWEEN f!IBS (MIN OF 3 FLUTES) HEA \IY WIRE ROPE THIMBLES 5/8"!11 THRU----.... BOL T WITH CUT WASHER (2) U-BOLT CLIPS----~ 3/8"!11 GALV. AIRCRAFT CABLE ---8 TENSION TO 1 /2" SI.ACK 1/2 MAX CONCRETE F1LL OIIER METAi. DECK. HIL~ l(W!fC BOLT lZ"- (ESR1917) 1/2"..:5" MIN. EMBEOMENT ~----THRU BOLT SHALL BE ABO\IE MIDPOINT OF BLOCKING Nore 1. -SEE SPECIF1CA110N SECTION 01825 FOR UMITS ON HANGING LOADS. ------ -- - 2. CONTRACTOR TO SUBMIT DETAIL AND SHOP DRAWINGS ON HOW EOUIPMENT WILL BE SUPPORlEO TO CONCRETE BEFORE INSTAWNG EQUIPMENT. 3. CONTRACTOR-TO .. PRO\IIDE; CAlCULA110NS BY A CALIF'ORNIA, LICENSED ENGINEER. SILENCER/FILTER BANK CONNECTION TO CONCRETE ROOF STRUCTURE DETAIL IITS 12 LOCATION OF' VIBRATION ISOLATORS vv--',.L_FLEXIBI.E CONNECTION PLAN VIEW "11-IYCURB" PRE-FABR1CA1EO SLOPPEO TYPE ROOF" CURB FACTORY--, PREFABRICAlEO CURB ROOFING UP ON ALL SIDE ' ' ., _. . , ' METAL DECK:-__, SECURE CURB TO CONCRETE ROOF" W/ HILT! KWII( BOLT TZ (ESR 1917), (2) 3/B"h21 /2 EMBEDMENT EACH SIDE. // /// DRAIN PRDVIDEO BY MANUFACTURER HOUSEO,SPRING FLOOR INSTALL BY MANUFACTURE RAILER BY MANUFACTURE r--=CURE FAN TO CURB WITH 110 S.M.S. MIN. (2)EACH SIDE 2" RIGID INSULATION BY ROOFING CONTRACTOR CANT STRIP BUILT-UP ROOF Jl. ....... --~SEE DRAIIINGS EXHAUST DUCT BACKDRAFT DAMPER (INSTALL P MANUFACTURER'S RECOMMENDATION) UTILITY SET EXN. FAN ON CONCRETE ROOF 7 SECURE UNIT TO CURB Wl'!H 110 S.M.S. MIN. 6" SPACINO FACTORY·---... PREF ABRICATEO CURB COUNlER FLASHING 2• RIGID INSIILA TION BY ROOFING CONTRACTOR CANT STRIP l!tlll.T-UP ROOF ..B.----~ !£E DRAWIMJS SECURE CURB TO CONCRETE ROOF w/ Hit.TI K'l'III( BOLT TZ (ESR 1917), (2) 3/8"""21 /2 EMBEOMENT EACH SIDE. SUPPLY DUCT BACKDRAFT DAMPER {lNSTAU PEf;t--J MANUFACn!RER'S RECOMMEHDl'.TION) SUPPLY FAN ON CONCRETE ROOF 8 CANT S1RIP SECURE CURB 10 ROO,.__ STRUCTURE W/(2)3/8"fl "Hit. TI" l(Wlt( 80L T 12 (ESR 1917) (MIN 2 1/2" EMBEDMENT). EACH SIDE (TOTAL OF 8) -~~:,:wmt iN/EGt'tN. ' BIROSCRI.EN-{~ B'I' FAIi IIIFR.) SECURE FAIi 10 CURB WI"!¾ #10 S.M.S. MIN. (2)EACH SIDE .,--cotJNT!:R Fl.ASHING RIGID INSULATION BY ROOF1NG CONlRACTtJR CEILING MOUr.r!E!) EXHAUST FAN CONCREIE ROOF' GA. GIILYAN!ZEO SlEa AOJUSTABI.E IIIOUNTING BRACKET {PROVIDED BY MANUFMmlRER) BOTH S10ES OF UNIT. CONNECT BRACKET 10 BLOCKING W/(2)3/8"• LAG SCREWS EACH SIDE{2 1 /2" MIN EMBEOMENT) 2"4 BI.OCK!NG ON BOTH SIDES OF FA,t BEr'ilEE"' JOISTS W/ 1135 BO'!H ENOS TO CEILING JOISTS. REFER 10 ARCHlTECTUIW. FOR CEILING 1YPE. ElCHIWST GR1U.E {Pl!(MOE!) B'I' -MFR.) -----'-'-'EIIICKDIWT-DIIMPER---------. !ll!m. All ROOF PENETRAllONS RE0U1REO. SHALL BE DONE: BY "lRIMCO" CER'TIFHEO ROOFERS ONLY. _ HIRE A "TRIMCO" CERTIF!EO ROOFER FOR ROOF PENE"IRA l10NS EXHAUST FAN ROOF CAP DETAIL IITS 9 DOUBI.E S!(lN DUCT ABOIIE ROOF ,--DUCT 11-IRU ROOF SEE PLANS FOR SIZE & LOCATION SECURE CURB TO CONCRETE ROOF--, W/ HILT! KIIIK BOLT TZ (ESR 1917), CAI/LI( & SEAL WATER TIGHT 22 GA. G.I. COUNlER FLASHING (2) 3/8"flX2-1 /2" EMBEOMENT EACH SIOE. BUILT UP ROOF----12" MIN. TO TOP OF NAILER ROOF-SEE S'TfflJCTURAL PLANS FOR MORE DETAILS DETAIL NOTE; l ' "-.' ..___ OPENING THRU ROOF & FRAMING G) DUCT INSULATION REFER TO SPECIF1CA TIONS DIVISION 15000, SECTION 15250. DUCT TNRU ROOF DETAIL IITS UNISTRUT "OMEGA" CLAMP FITTINGS OMEGA PIPE SIZE INSULATION FITTING STRAP STRAP O.D. THICKNESS SIZE (DIA.) THICKNESS WID11'1 3 e· 1 2· 1-3 e· o.os 1.5s 1 2· 1 2· 1-1 2· 0.08 1.56 REFRIGERANT SUCTION LINE ---.. TYPICAL-SEE PLAN FOR SIZE ,---REFRIGERANT PIPE INSULATION 4 REFRIGERANT LIQUID -~ LINE -SEE PLAN FOR SIZE CONDENSATE PIPING BY PLUMBING SECTION PIPE STRAP -TYPICAL SEE "UNISTRUT" TABLE FOR SIZES 1/4"!11 BOLT, NUT & WASHER -TYPICAL (6) 5/16"!11 BOLT, NUT & WASHER -TYPICAL (2) SEAL WATER TIGHT (AS REQUIRED) 2• FlTTlNG TYPICAL "UNISTRUT" P1000 CHANNEL. 0 s·-o· INTERVAL SPACING WOOD STUD WALL ~-wooD STUO AS REQUIRED UNISTRUT "OMEGA" SERIES PIPE CLAMP SEE TABLE FOR SIZES TOP VIEW PIPING SUPPORT TO WALL DETAIL .---FOR CONNECTION TO WOOD STRUCTURE. SEE ~ FOR CONNECTION TO Liu ~ CONCRETE STRUCTURE. SEE~ 3/8"!11 RIJO.--.. 1 1 /2'°xf 1 /2• ANGLE' PIPING WITH INSULATION .---1 1 /4" WIDEx.053" THICK PIPE CLAMP-TYPICAL .---SECURE PIPE CLAMP TO ANGLE WITH 1 / 4"• BOLT, NUT & WASHER TYPICAL PIPE SUPPORT ABOVE CEILING 5 6 STEEL PLATE. SEE---... STRUCTURAL DRAWINGS FACTORY'---.... PREFABRICAlEO CURB ,,,--EXH. FAN UNIT WT. SEE SCHEDULE SECURE FAN TO CURB 'l'IITH f!O S.M.S. MIN. (2)EACH SIDE r--COUNTER FLASHING 2" RIGID INSULATION BY ROOF1NG CONTRACTOR CANT STRIP ////// BIJIL T-UP ROOF METAL DECK'-_,, SECURE CURB TO CONCRETE ROOF W/ HILT! KWH< BOLT lZ (ESR 1917), (2) 3/8"11x21 /2 EMBEOMENT EACH SIDE. BACKDRAFT DAMPER (INSTALL PE MANUFACTURER's RECOMMENDATION) fl.:.---FOR FRAMING SEE ""' STRUCTURAL DRAWINGS EXHAUST DUCT (CONCRETE FILL W/METAL DECK) EXHAUST FAN DETAIL 1 STEEL PLATE. SEE----.. STRUCTURAL DRAWINGS \/ENT FOR WT. ----SEE SCHEDULE FACTORY--------.. PREF ABRICA TEO CURB ROOF1NG UP ON---.. ALL SIOE SECURE CURB TO CONCRETE ROOF W / HIL TI KWIK BOLT 12! (ESR 1917),(2) 3/8"!11x2-1/2" EMBEOMENT EACH SIDE. METAL DECK RIG1D INSULA TIDN BACKDRAFT DAMPER (INSTALL PER MANUFACTURER'S RECOMMENDATION) SECURE FAN l'O CURB Wl1H 110 S.M.S. MIN. (2)EACI-I SIDE ,--COUNTER FLASHING 2" RIGID INSULATION BY ROOF1NG CONTRACTOR ANT STRIP BUILT-UP ROOF 4 ..J!..---~ SEE DRAWINGS ......__RELIEF OR INTAKE DUCT RELIEF/INTAKE VENT MOUNTING DETAIL IITS 2 LIOUIO UNE:-----r "STONe:MAN" STORMTilE SEAMLESS LEAD FLASHING FOR MUI. TIPLE PIPES SUCTION LINE INSULATION TO BE COVERED BY ALUM. CORR\lGA lED JACKET RUN INSIILA TION INSIDE FLASHING -z 1/l MPROVEMENT PtANSFOR: lt1E 1NCI.UDE1l DolAWlNG6, s.>ECIFICA.TIONS,, IOEAS,, =IG!oSNoD AAAl'INGEMENTS~EPIIIESetTED THEREBY AAE:M<IDSli,l,LL.RSNIIN Tl'I~ PROP~ OF AAM.~IGN GRO'JP N<WNO PART T~ 51-WJ. BE COP1ED, DISCLOSED TO OTH.=RS OR Ufi.ll IN ~TION Willi ANYwtlRKOR PROJECT oo-tER. 111/V1. THE.SP~IFIC PRCIJl=CT RJR WkCH THt"Y HA\IE BEEN PflEfWti=DAND DEVEWPEO WITHOUT THE WRITH:N OCJNIIENT OF RRli rEBIGN GROlP. \IIBllAL OONTA£IT Willi Tlila&E.ORAWNG& OR 6PEalflCATION6 s.w.L OONGTTTI.J1E CONCLU6N.E EVJOENCEOF.r.l:OEPTAACEOFTHESE.RES'T'RICTIONS. Si!BMITTALOF THESE DOCUMENT& FOR F'UEILIC AGtNCV FIBflE!W SHALL ~1' BE CO"ISIDERED I, WANER OF RRM DESfaN GROUP'S FW31-iT-9. RRM DESIGN GROUP COPYRIGHT 2008 RRM Is a Callfomla Corporation ~ ::, CD C/1 < = cAb IU " "' ! ~ ~ ~ ~ ~ a; ~' • I • l: ~ 0 ii -~ ~ ~! ~ 0 --I .... % 0 ,= .. 12 ~ w 0 r 0 "' 5 w "' -0 (.) N < 0) LL. < ti) -I 0 (.) -z • ~ -"0 z co w -.Q 0 ~ Ill -I "i: I-co < rx: (.) (.) LLI ->-z 0 co < z~ :c 0 C (.) 0. 0 LLI ti) ·-~ LLI ,_ rx: 0 I-g ti) It) IX: N -LL. l:™mfi September 9, 2009 ---- MSRC-5-2.dwg ......... 1107570 """ M-5.2 CARLSBAD JOINT FIRST RESF'Of!IDEF? mAIMNG FACILITY REFRIGERANT PtPE THRU ROOF DETAIL 3 MECHANICAL DETAILS APPROVg> Wl!.1;:AM £. ~ £R DEPUTY C1TY ENGINEER ?£28176 EXPIRES J Jt 11) --~~- OWN BY: PR CHKD BY: RH RVWD BY: IIR PROJECT NO. '3G'SG, I DRAWING NO. 463-1 I ' ' t-~ , ,s , ~ .. 8 "' ~ -~ .., -! ~ t-'ti .., l .. t i --~ -is l "' ;,,; -' ~ al -t~ I .. -7 .:, ! ½ ~ -" ti d . t\1-. -:i! RELAY IN • ACP" ~N~~~-= :t:1:-----10 rf>, ""' -.;,-[ ,..;---,:;;:;1 LOCATED IN ~-~ ~-t---.-1---i-~----1o-4----~~~ l I I I I I I I CONTROL RM. 118 1 1 1 1 1 1 1 1 46DV-Jll-6DHZ ......... I I I l l I r'--'-', I L · i I MS I I 1-------' Lr-r,J I I I ,-L-L..J-, L J-,D1sc. r--rr @ ornn., NOJES• I I I I I I I I I I I I I I I I @@F@F@F 1-1 1-1. _________ ____,) V FOR WIRING SEE SF'-Sl-1 "!HIS DIAGRAM G) SEE CONTROL WIRING LEGEND "!HIS SHEET. ON /OFT 511'1 I Crt IN "ACP" PANEL LOCAl"ED IN CONTROL RM. 118 RELAY IN "ACP" r~-----10~-;,----;;;--~;,--;.-;.7 I_~_! --c--,-►---1-""'--_.,,-'-_ _..,__-1,.-1 t l I l I I I t I I l I I I t I I I I I I I l I I I I I 460V-Jll-60HZ ! OOSF y @F ......... ', 1- 1-1-1 I I I _LJ.J_ : 1..-----...... _____ ......-1 ,----, I y i MS ~-------J FOR WIRING 1 ,__ _____ ...., SEE SF'-Sl-4 'TTT THIS DIAGRAM ,.J....L..L., t J701sc. l Tl @ CONTROL WIRING DIAGRAM NTS PEIA'L NOJFS: 0 SENSOR FURNISHED AND INSTALLED BY CONlROI.S CONTRACTOR. ~ All WIRING AND EQUIPMENT SHOWN DASHED SHALL BE FURNISHEO AND '-=I INSTALLED BY DI\IISIOII 18000-ElEClRICAL REFER TO ELECTRICAL DRAWINGS /\ND SPECIFICATIONS FOR COMPLETE DETAILS. All ABOVE FLOOR CONDUIT AND MRING F"OR THE BUR.DING AUTOMATION SYSTEM SHALL BE FURNISHED ANO INSTALLED BY SECTION 15950 - ENERGY MANAGMENT SYSTEM. REfER TO DRAWING M-S-7.1 AND SPECIFICATION SECTION 15950 FOR COMPLETE PROJECT SCOPE ANO DETAILS. 0 ALL ENERGY MANAGEMENT DOC CONTROLLERS SHALL BE COMPLETE WITH INTT:GRAL 120V /24VAC CONlROl POWER lRANSFORMERS. ~ FIElD INSTALLED EMS CON1ROI.LER. All ENERGY MANAGMENT SYSTEM \;;!/ COlllROl.l.ERS SHALL BE FURNISHED, INSTALLED. FIELD WIRED, AND TESTED BY SECTION 15950. @ SEE CONTROL WIRING LEGEND fl THIS SHEET. 0 FOR ENERGY MANAGIIIENT SYSTEM FIEI.D CONlROl WIRING REFER TO M-S-7.1. @ POWER DOC PANEL ,,_ UNIT. 0 AREA SMOKE DE"!ECTOR FOR SHUT UNIT DOW!II • SEE ElEC'IRICAL DRAWING E-S-5.3. 115V-1 ll-60HZ 115V-111-60HZ + + + + I I I I ~----·---J I r----' I I I I I I r-------, : l ~---, : 460V-~60HZ I ! t 1 : : 1 1 & & & I ,-L---1-, I I ,-L---'-, ":" ·r"'r : I I DISC. >-, I I I >-, I l I I l '-r--r-l I I I L-r--r' r 111 r-i_.Jl I I II I l LOW 1/0LTAGE WIRES .t:- CONDUIT BY CONTROLS CONTRACTOR \IERIFY NUMBER OF WIRES@ Ill t.C! I © 11 © r.:(DlSCh : ~t==~ E_F !, !, EF ~-7 --,-' I ~ I lit:~-,: IL - l I I ~ I I 0 1 11 l I I ~T 1.__, __________ _ s SENSOR 0 l I I I I I -l '----------------------~ -@ rAREA SMOKE DETECTOR 0 0•'"-----r-,.t',_ _ _. 20V 0. 7-l~y)I 1 0 1Ei. ---1-r.r--~ -"8 ll ~ ~i..:a=--~ LL ~ T~ [ L♦ TO FIRE ALARM CONTROL 1 .. PNEL BY FIRE ALARM CONlRACTOR AC UMI ~TYP FOR AC-51-1 INTERI.DCl<ED W/EF-51-1 ONLY AC-51-3 INTERLOCKED W/EF-Sl-12 & EF-S\-3 AC-52-4 INTERLOCKED W/EF-S2-1 & EF-S2-2 6 LOW 1/0L TAGE WIRES & CONDUIT BY MECl+ANICAL CONlRACTOR VERIFY NUMBER OF WIRES @ ,r -IT \. ~ SENSOR 0 ' 460V-,-_60HZ ............ I I I I I I . -', ~ [,..""T_.,.J, DISC0 I I I GXw)II! --g (~) - ON/OFF SWITCH AT RANGE CONTROL RM. 118 TYPICAL FOR AC-Sl-5 & AC-Sl-6 PEJAIL NOJFS: 0 SENSOR FURNISHEO ANO INSTALLED BY CONlROI.S CON"IRACTOR. ~ All WIRING AND EQUIPMENT SHOWN DASHEO SHALL BE FURN!SHEO AND '-=I INSTALLED BY DI\IISION 16000-EI.EClRICAI.. REFER TO ElEClRICAL DRAWINGS ANO SPECIFICATIONS FOR COMPLE"!E DETAIl5. All ABOVE FLOOR CONDUIT AND WIRING F"OR THE BUR.DING AUTOMATION SYSTEM SHALL BE FURNISHED AND INSTALLED BY SECTION 159!!0 - ENERGY MANAGMENT SYSTEM. REfER TO DRAWING M-S-7.1 AND SPECIFICATION SECTION 15950 FOR COMPLETE PROJECT SCOPE AND DETAILS. 0 ALL ENERGY MANAGEMENT DOC CON1ROl.lERS SHALL BE COMPLETE WITH INTEGRAL 120V/24VAC CONlROl POWER "IRANSFORMERS. ~ FIELD INSTALLED EMS CONTROI.LER. All ENERGY MANMlMENT SYSTEM \;?/ CONTROLLERS SHALL BE FURNISHED, INSTALLED. FIELD WIRED. AND TESTED BY SECTION 15950. @ SEE CONTROi. WIRING LEGEND fl THIS SHEET. 17:\ F"OR ENERGY MANAGMENT SYSTEM FIEI.D CONlROL WIRING REfER TO \.!..I M-S-7.1. @ POWER DOC PANEL FROM UNIT. :---~E R~...:FT UNIT CONTROL WIRING DIAGRAM LOW 1/0LTAGE WIRES & CONDUIT-~ BY MECHANICAL CONTRACTOR \/ER1FY NUMBER OF WIRES @ s SENSOR 0 LOW WLTAGE WIRES a,--, CONDUIT BY MECHANICAL CONTRACTOR VERIFY NUMBER OF WIRES @ s AC UNIT ~TYP FOR AC-51-4 - 480V-3e-BOHZ - ••• I I l I I I ,'--.l-', ....I'::\ L..---r-~Jro,~0 I I l I I I AREA SMC)l(E DETECTOR 120V •• r;;\ : t \,=I I I 0 ('::-,◄ ~-----r:;,.;:-..---' I Q 0-11.,::,u.,11 I I I SENSQR 0 ®c ' -,c-r .._ _ I I G) r.y;y;:;,,i..:a=--~ .l.l ~ T~ 0 AC UNIT I L-♦ TO FIRE ALARM CONTROL L _ _. PANEL BY FIRE ALARM CONlRACTOR ~ TYP F"OR AC-51-2, AC-52-1 THRU AC-52-3 NTS 4 0 0 ,---, I MS' I I '--' I ! D J, , ' , , , , DISC CB ® SPACE SENSOR BY EMS-SECllON 15950 l'HERMOSTAT BY UNIT MANUFACTURER, UNLESS OTHERWISE NOTED MAGNEllC STARTER WITH H.O.A. SWITCH IN"IEGRAL 120V CONTROL POWER TRANSFORMER, 120\I HOLDING COIL AND AUXILIARY CONTACTS FURNISHEO, INSTALLED AND WIREO BY DIVISION 15000 -ELECTRICAL EOUIPMENT RJRNISHEO AND INSTALLEO UNDER ELECTRICAL (DMSION 16). EQUIPMENT RJRNISHEO AND INSTALLED UNDER MECHANICAL (DMSION 15). LINE 1/0l TAGE WIRING AND CONDUIT RJRNISHEO UNDER ELECTRICAL (DI\IISION 16). LOW \IOLTAGE WIRING AND CONDUIT RJRNISHEO AND INSTALLED SECTION 15975 DISCONNECT SWITCH. CIRCUIT BREAKER. AREA SMOKE DETECTOR BY FIRE ALARM CONTRACTOR UNDER DI\IISION 16. NOTE; SEE BASIC MECHANICAL REQUIREMENTS SPECIFICATION SECTION 15010 CONTROL WIRING LEGEND NTS 115V-111-60HZ + + 115V-111-60HZ .... I I l I I I I I 1 I I I I I I '--~ SET TO r--~BO'F I I I I ! '--fi--A1--• TO LIGHT SWITCH , .--.L-' ~..1.--• 2nv I l I I ,-L-..1-, Lr-_.,.J'-io,sc. cw $!NW: PHASE EXHAUST FAN IQ THERMOSTAT FOB @ D'.P FOR EF-S1-2. Ef-Sl-4 &; EF-s1-11 I I '-------1 I I RELAY I I : I ~"---..1.., Lr--T-'~,sc. ~ SINGLE PHASE EXHAUST FANS IP ON /off $WITCH D'.P FOR EF-$1-5 &; EF-Sl-Z DETAIL NQTES; G) ALL WIRING AND EOUIPMENT SHOWN DASHED SHALL BE FURNISHED AND INSTALLED BY DI\IISION 16000 -ELECTRICAL REFER TO ELECTRICAL DRAWINGS ANO SPECIFICATIONS FOR COMPLETE DETAILS. LINE VOLTAGE THERMOSTAT/TRANSF'ORMER BY MECHANICAL CONTRACTOR. SEE CONTROL WIRING LEGEND "!HIS SHEET. THE I..CU,JDED DR,\WINGS. SF~IFICATIOt.a, l(lEA.S. llESIGN&ANil ARAANGalE:NTll, IU!AIIES!fr•fl'~D 'Ti.ERE!BV AAEANn ~ REMAIN T1'IE PROPatTV OF MM. llESIGl,I GROUP AND MO l'AAT THEREOF SHAU.. BE COPIED, DISCLOSED TO OTHERS OR USED IN cotilNECTION WITH ANY WORK OR ?ROJECT OTMER. THAN T-SPECIP<C PROJECT FOR WHICH ntEY AAVE SEEN PREAAREDNID DE1JELOPEb Wl'!'HOIJT' Tl1lii WRITTEN.CONSENT OF RRM DaalGl<lGROUP. \IISLAI...CONTACT WITH. TH.s. ~RAWING& OR.Sfali;ClflCATIONa<IHIIU..Cc»ISTITUTECOfolCU.JSN'E __ E\IIIJ~Of'-~AACEOF~RloSTl<ICT.ONS,. SUBMITTALOF THese OOCl,Mr.tEl'fTS FOR PUBLIC AGENCY REVIEW 5tW,.l,. NOT BE CONSIDEl'l=D A WAI\/EiR OF RRM ClESIGN GROUP'S RIGriTS. RRM OES1GN GROUP COPYRIGHT 2008 RRM is a California Corporation • 1--' ::, CD (/) <( • ~ 1.\111111 ... " m ~ w i',i 5 w "' "' 0. ::::, e bO C: bO ~ i,l I), iE ~ ~ ~ i! t . ~ ~ a I l -' ~i ■11111!! ••• ■nn ~ 0 -..I .... -0 (.) N <( CD u. <C (!) (.) z --,, z cu -.Q ~ .!!.? I-:a 0: (.) rt) ..I -~ w 0 ..I <C (.) PACKAGE ROOFTOP UNIT CONTROL WIRING DIAGRAM NTS 5 PACKA\jE CONTROLW FTOP UNIT D G NTS 2 w >--z 0 cu <C ~--l'TilANDING SEAM _,1 7, ABOVE CROSS / ~-!)'\ ANGLE / ~ __,.. _LMIN.(2) 110 S.M.S. : ... ~ : EACH ANGLE \ 111o:c~.. / \ Iii<; / ,, , -r'x2"x1/4" ANGLE ATTACHEO TO ~--< LONGER SIDE OF VERTICAL DUCT \ \ \ ...... SUPPORT \ YERllCAL DUCT RISER,, \ '--DUCT SHAFT \ \ \/ER11CAL DUCT _\----+-4'r-r " \ \ 1" MIN. ALL AROUND \ \ ,, .l'--'--'-----,<·c::•-;;-, 4 I ) + SECURE DUCT TO-+--~ DUCT SUPPORT WITH #1D S.M.S. AT MAX. 12" O.C. MIN. (2)EACM SIDE -+ - -,- . . 45• /i) ~ -1%' ANGLE WELDED BRACKET F"OR WOOD !mlO WALL -------------------~-USE 3/B"•LAG SCREW-W111-t-----~'-...,_.L._c ____________________ ------ 2 1 /2 MIN.-EMBEDMENT (TYP) FRQNTWW 511EYIEW VPQBI NQlt; 1. M...X. WT, PER SUPPORT-200 LBS. F"OR STRUCT. -MEMBER SIZES & CONNECTIOHS SEE S"IRUCT. Dwt!l -- • • • - MAX. DUCT BRACING ANGLES DIMENSION VERTICAL ALL OlttERS ANGIE CLIP OP 10 80" _.,2GA. -----3'!30<t/4 ----~------l------+-----1------1-----+- 84" _.,, .. -2GA. -/2 - !Ml" 5"311'1/4" ..-2GA. -12 CON. AffCHOR OR INSERT 1-/2" - 5~ 5/8" DETAIL NQTES; G) SPACE SENSOR RJRNISHED AND INSTALLEO BY SECllON 15950. @ REMOTE: THERMOSTAT RJRNISHEO BY MANUFACTURER AND INSTALLED BY MECHANICAL CONTRACTOR @ All ABOVE FLOOR CONDUIT AND WIRING FOR THE ENERGY MAI\IAGMENT SYSTEM SHALL BE FURNISHED AND INSTALLED BY SEC1lON 15950 -ENERGY MAI\IAGMENT SYS"!EM. © ALL WIRING AND EOUIPMENT SHOWN-DASHEO SHALL BE FURNISHEO AND INSTALLED BY DI\IISION 16000-ELECTRICAL REFER TO ELECTRICAL DRAWINGS AND SPECIFICAllONS FOR COMPLETE DETAILS. @ SEE CONTROL WIRING LEGENO ff! "THIS SHEET. © FIELD INSTALLED EMS CONTROLLER. ALL ENERGY MANAGMENT SYSTEM CONTROLLERS SHALL BE FURNISHED, INSTALLED, FIELD WIRED, ANO TE:S"IEO BY SECTION 15950. 115V-111-60HZ •• I l I l ! ! r -, TO EMS CONTROi. PANEL "BCP" REMOTE:L Y LOCA 1ED IN CONTROL RM 118 ,. I >-, L-,-,..... ,DISC. I I I I I I I I l I I I 0 CONDENSA"IE PUMP FOR FC-1 & FC-2 115V-111-60HZ(CU-1) • • l I I I I I I I I I ,....___..., L-~-~-J•DISC © I I I I I I I I I I I I Dtsc@ ~f~ --------1 r- 1 I •----< .. _ ~-~ ------- fAN CQJL/CQNDENSJNG UNIT$ @ 0 @ z~ 0 C a. 0 th ·-... w 0 c:: 0 I-C0 "' Ii) c:: N -u. ......,,....,... "' " September 9, 2009 1107570 M-6.1 :c (.) w :!: -vEMS CON1ROL PANEL "BCP" ~~0~~A~LL-;-'-;EN~ER;;;;;G'l'~M;;A;;;_N;;:A-;;GMENT~;;:;--;;S;;;tS;;:"!E~M~CONTROl~:;:;;;:;;;-;t;;;ERS~'-;SH;;;:;;·A~L;--L-;:BE:;;:· :--'-------~12~o~v---1°11-"--6:c:OH..'=Z.-'--'•-----r.~--~ ------- COMPLETE WITH IN"IEGRAL 120V /24VAC CONTROL POWER TRANSFORMERS. c_ ~I::: s=:93=EE=T=lc:=·=c=1=1=:J:=;GIN£!G ~~~~AD ~ MPROVEMENTPLANSFOR CARLSBAD JOINT FIRST RESPONDf:R TRAl/'IING FAC/t.rrY - LOCAl"ED IN CONTROL_ RM_118 __ CONTROL wrRrNG orAGRAMS ------~4;,4 m1;:1~~:~ ----~ · o/A4ffe - DEPUTY C1TY ENGINEER P£2B176 EXPIRES J JI 10 MlE l-----------------------------.----~--1----------------------------..----~--------------------------------------------------..-----r--t DWN BY: I PROJECT NO. I DRAWING NO. DUCT SUPPORT RISER DETAIL NTS 8 DUCT SUPPORT DETAIL NTS 7 FAN COIL UNIT CONTROL WIRING DIAGRAM ' NTS 3 Cl-ll<D BY: RH ~ 463-1 RVWD BY: YR -------------- -, ' I \ l 0 :!; "" . OWNER I.AN - EXISTING COMFORTV!EW SERI/ER MODIFV GRAPHICS TO INCLUDE NEW DEVICES ~ ~ I :1 I ./ ETHERNET 8\.ltlotNG CV CNVRTR CONTROL ROOFTOP ?ANEL UNIT --, --, r7 l (3) j (3) l l CV CV ROOFTOP ROOFTOP UNIT UNIT r7 L...L,.-rl,-L--V" J l jl.l. ~--'---(3)--~ - ~ ~ ./ ./ CV CV ROOFTOP ROOFTOP UNIT UNIT r7 r7 (3) J l (3) l l EMS ARCHITECTURE SEE PLANS FOR LOC'I.TION ANO QUANTITY FAN CONTROL BY OTHERS PRE•ALTER iFl FINAL-FILTER STATUS IFI I IP!, I EE I I I NOTE: PLACE AO EQUATE T~ FOR AVERAGE Oi-t LAfWE Fil TERS (Kl to 'i' II to(~ II I .,......,. I --~ - D TO I /0 POINTS ON CONtROLLED DEVICES CC6400 & 1/0 -120VAC BY OIVl6 FlELO MOUNTED CONTROL PANEL SEE PLANS FOR LOCATION (BCP) ' ' I I 30% 90% HEPA SEQUENCE: Or OPERATION -PANEL TO MONITOR DIFFERENTIAL PRESSURE (ANALOG) Or PRE-FIL lER ANO F'INAL F'IL lER FOR EACH OF ( 4) F'IL TER BANKS SERVING F'IRING RANGE, SEE PLANS FOR LOCATION -FANS CONlROLLEO BY OTHERS -WHEN ANY OP SENSOR INDICATES PRESSURE ABOVE SETPOINT. ALARM SHALL BE GENERATED TO FRONT ENO -CONTROLLER SHALL HOLD ALARM STAlUS EVEN WHEN FAN IS NOT ENABLED AND OP IS ZERO. ALARM RESET SHALL BE ISSUED BY FRONT END WHEN FILTER HAS BEEN CHANGED DATA ROOM TEMPERA TVRE 1F1r IPT DI 33ZCT55 MOUNT IN TEL/DATA 106 FILTER STATUS MONITORING DETAIL FACTORY INSTALLED COMFORTUNK CONlROLS 0 UI 0 FF OFC "" (TYP) fRl LJ > CONTROLS LEGENO SYMBOL DESCRIPTION @ DISCRETE OlllPUT @ DISCRETE INPUT @ ANALOG OUTPUT ANALOG INPUT ope SYSJEM POINT Al --SIGNAL TYPE --POINT DEVICE DOC PTS -WIRE TO SPECIFIED CONTROL PANEL NTS I LEGEND I""" • • yyy • • ~ '-POINT NAME • ~ • "'-.WIRE BACK TO CLINK • • SENSOR TYPE • • POINT NAMES Ct,1P = COMPRESSOR START • FIL T = FIL lER DIFF PRES SWITCH • HS)( = HEAT STAGE X • MAO= MIXED AIR DAMPER • OAT = OUTSIDE AIR TEMP • OFC = OUTDOOR FAN CONTACT • RAT • RETVRfll AIR TEMP SAT = SUPPLY AIR TEMP • SCP= SATURATED CONO. PRES SCT = SATURATED COND. TEMP • SF = SUPPLY FAN START • SSP • SATURATED SUCTION PRES • SST= SATU~ATED SUCTION TEMP 4 ~ ./ CV ROOFTOP UNIT r7 (3) l l ~ ./ CV ROOFTOP UNIT r7 (3) j (3) B£l ~ ~ ./ ./ ,,,,. ,,,,. CV CV CV ROOFTOP ROOFTOP ROOFTOP UNIT UNIT UNIT r7 r7 r7 j (3) j (3) J l 48PG WITH COMFORTLINK CONlROLS lERMINAL STRIP I 11 • 11•n • n • 11 • 11 • 11 • 11•11 • 11 • ■ I I I I I I -----• _, / ~ 33ZCT59SPT w ' "/ BLK WHT RED D 1..-------,□ @ ___ --l-+--1-----------✓ ,--+1---+-------1-1------.,, ,----++-+-------1-1-------_., FAN STAlUS :I'!> oar. -CCN COMMUNICATION r---1---_"---FROM LAST CONTROLLER --CCN COMMUNICATION '----_'\., TO NEXT CONTROLLER - I I (TYP) ~ THRU J 5~~4 j AND ~ THRU J 5~':_4 j UNITARY CONTROLLER WITHOUT CO2 DETAIL ~ 33ZCT55SPT ~ 0 0 0 D D • SUPPLY AIR - SENSOR . • ..,,. • ... • "" • .... • -1, • ... • ""' • ... • ""' • • .... • ,w • to.!. -• ,..I; • ,,.. • ""'I' • .... • .... • ....,. ' ..---=1, • -• ...1, • ORN • ... • _,,Dale ' .... Numt:w;~ .... ---... __ _ 0 1 2 6 TI1E INCUIDED o..AWI~ l>t½:Cll-~I (f.lN$, ~ □ESIGHSNtD ~fl'WolGEMl=NTSR.:f'~ Tl1steBY AFEI\N□ &HAl.flEWIIK ntf. PA;Df'tiiTY Of-RHM □~~ GAOl,JI> AWNO l'l'IRT THEREOF' SHIIU. BE CO?IEIJ, □ISQ.08laD TO 0Tli5RS. ORYEIJ IN CONNECTION WITH ANY WORK Ort PRUJl:C f onu.H. THAN 1 I-IE. $>1.:CIFIC PRO.I~ FOR WHICH THEY HAVEaEEltPREl'ARSJ AND EEVEUJPED WITHOUT THE WRITTEN.CONSENT 0F RRM OEBIGt. GROUP. VISUAi. CONTACT WITH THEBEDIIAWING&ORBP~IRQ\TIOl'l611iiALJ.(;CJN61111.1l~~rvt: EYloa.'CE OF ACCS'TANCE OF THl:SEREfllfflGTIONB.-SUBMITTAl,.UF TH£S£ DOCUMENTS rCR PUBLIC AGENCY RE\llew SHALL NOT BE CONSl□EFlE!l A WAIVER OF RAM DESIGN. GROUP'B ruaHTS. RRM DESIGN GROUP COPYRIGHT 2008 R:R:M is a California Corporation • I--I :::) CD (/) < • IS ~ ...... , ....... ... " "' ~ ~ 5 ~ ~ ~ ~ z " 1 Fa • f ~ ~ ~ a 0 " ll ~ I ! t • • • • ~o -' .... c3 ~ < O'> "" < Oo z --"C z co ~~ I-co a: 0 ~€ Oc a. 0 U) -w I,,. a: 0 ,_ g U) II) 0:: N -LL. "";.. j™'" .. ::l' Septernb.,,. ""9, 2009 M-SRc-7-1.dwg ......... 1107570 """' M-7.1 ~ ~ w 0 -' < 0 -z ~ 0 w :E • ST = STATUS > SENSOR TYPES • CT = CURRENT SWITCH • • MOc--=-MOTORIZEO-DAMPER '/ • OP = DIFFERENTIAL PRESSURE •~ el.. .rr JA <WW J.. P11K J.. ~ ---+--,1----------------------+1--------+~~;n==~~~~c-rr-=·~~=""=~="="'"""'"=·..:::..=""'===-=-=c..•...; ·~--------tlt-l·t-c;:J c111,N£!G~~E~~~~AD we---. ~~~ y~ INST~ IMPROVEMENT Pl.ANS FOR: · is 00· --ln/T NOTE: RELOCATE FACTORY INSTI\LL-ro SAT SENSOR D0Wf\1S1REAM TO SENSE HEAT 48PG FACTORY SENSOR DETAILS p R T . = PRESSURE = RELAY = TEMPERA'IURE NTS 5 NOTE: RELOCATE FACTORY INSTALLED SAT SUPPLY FAN STATUS ..,,. _._ 2• CONTR -CARL58AOJOIIVT'FIRSTRESPONOERTRAININGFACIIJTY TO NEXT CONTIKUER HIGH \IOf.TAGE COwl:C!fON B"I' DIV 19: .----ENERGY MANAGEMENT SYSTEM tJNITF'OWEll ..,_Y APPROVED ~WAM £ PLUMMER OE;;;Cl~-;NGl~ER ~ PE 28176 EXPIRES J/Jl/10 ~}@J FIRING RANGE UNIT MONITORING DETAIL NTS 3 DWN BY, PR I PROJECT NO. I DRAWING NO. CHKO BY: RH -"" 46~1 RVWD BY: YR """-= ~ - - - -----------------' - ) ' \ ~ ~ 0 "' f t .. ! !!!" ;ji .., -i ~ f -' Q I i;i -! -% I ~ Q I ~ "' - BUILDING OCCUPANCY CLASSIFICATION: GROUP B 1. THE SEISMIC ANCHORAGE FOR ALL MECHANICAL AND ELECTRICAL toUIF'MENT SHALL Bt DESIGNED TO lmHSTAND A LATERAL F'DF!CE: a. CALCULATED AS SF'ECIFIED IN SECTION 1832A AND TABLE 18A-O OF' THE VOL 2, TITLE 24, 1998 CBC, b. IN Lltu OF' CALCULA llONS PER 1 THt ANCHORAGE SHALL Bt CAPABLE OF' WITHSTANDING A LATERAL F'ORCE EOUAL TO 2.2 Wp AC11NG SIMULTANEOUSLY lmH A VERTICAL F'DF!CE "EQUAL TO 0. 72Wp (BOTH F'ORCES AT SERVICE LEVEL. THESE VALUES CORF!ESF'OND TO AN LF>-1,15 AND CA=0.88, F'DF! OTHER VALUES OF' LF' AND CA, THE LATERAL AND VER11CAL F'DF!CE CAN Bt ADJUSTED ACCORDINGLY'.) • INCLUSION OF' VER11CAL FORCE F>EF! TABLE 18-0 F'OOlNOTE 20 (F'OR EMERGENCY POWER SUPPLIES & COMMUNICATIONS toUIPMENT ONLY'.) 2. THE CAPACITY OF' THE ANCHORAGE CONNECTORS IN SHEAF! AND/OF! TENSlON SHALL BE CLEARLY INDICATED IN THE CALCULA110NS. WHICH INDICATE. ICBO F!EF'ORT NO. (IF' APPLICABLE) THEIR TOTAL NUMBER, StZt, GRADE, EMBtDMENT, EDGE DISTANCES, AND OTHER F'ACTORS WHICH AF'F'ECT THE CAPACITY IN SHEAF! AND TENSION. 3, ALL ELECTRICAL PREF' ABF!ICA TED EQUIPMENT SHALL Bt DESIGNED ANO CONSTRUCTED IN SUCH A MANNER THAT ALL PORTIONS, ELEMENTS, SUB-ASSEMBLIES AND/OF! PARTS OF SAIO EQUIPMENT, AND THE EQUIPMENT AS A WHOLE INCLUDING ITS A TTACHMENTs, WILL RESIST A LOAD WHICH EXCtEOS THE F'ORCE LEVEL USED TO RESTRAIN AND ANCHOR THE EQUIPMENT TO THE SUPPORTING STRUCTURE. 4. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY UNDERWRITER'S LABOF!A TORIES (UL) AND BEAR THEIR LABEL, OR LISTED AND CERTIF'IED BY A NA 110NALL Y RECOGNIZED TESTING AUTHORITY WHERE UL DOES NOT HAVE A LISTING. CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUF'ACTUF!ER ATTESTING TO ITS SAF'tTY. IN ADDITION, THE MATERIALS, EQUIPMENT, AND INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF' THE F'OLLOWING: AMERICAN SOCIETY OF' TESTING MATERIALS (ASTM) INSULATED POWER CABLE ENGINEERS ASSOCIA 110N (IPCEA) NATIONAL ELECTRICAL MANUF'ACTUREF!S ASSOCIATION (NEMA) AMERICAN STANDARD ASSOCIATION (ASA) NATIONAL FIRE PROTECTION AGENCY (NF'F'A) AMERICAN NATIOIIIAL STANDARD INSTITUTE (ANSI) CALIF'ORNIA ELECTRICAL CODE (CEC) -LATEST EDt110N CALIF'ORNIA coot OF' REGULA110NS TITLE 24 (CCR) INS11TUTE OF' ELECTRICAL AND ELECTRONIC ENGINEtF!S (IEEE) ALL LOCAL CODES HA YING JURISDICTION, WHERE THE CODES HA VE DIF'F'EF!ENT LEVELS OF' REQUIF!EMENTs, THE MOST STRINGENT RULE SHALL APPLY. 5. THE CONTRACTOR SHALL VISIT THE SITE INCLLIOING ALL AREAS INDICATED ON THE DRAWINGS. Ht SHALL THOROUGHLY F'AMILIARlzt HIMSELF' WITH THE EXISTING CONDITIONS AND BY SUBMITTING A B1D, ACCEPTS THE CONDITIONS UNDER WHICH HE SHALL Bt REQUIRED TD F'EF!F'OF!M HIS WOF!K. GENERAL NOTES DRAWING LIST 8. IT SHALL Bt THE CONTRACTOR'S RESF'ONSIB1LITY TD OBTAIN A COMPLETE SET OF' CONTRACT DOCUMENTs, ADDENDA, ORAWIIIIGS ANO SPECIFICATIONS. HE SHALL CHECK THE DRAWINGS OF' THE OTHER TRADES AND SHALL CAREF'ULL Y READ THt ENTIRE SF'ECIFICA 110NS AND OETERMIIIIE HIS RESPONSIB1LITits. F' AIL URE TO DO SO SHALL NOT RELEASE THE CONTRACTOR F'ROM DOING THE WOF!I( IN COMPLETE ACCORDANCE WITH THE DRAWINGS AND SPECIFICA 1!0NS. 7. THE CONTRACTOR SHALL SECURE AND PAY F'OR ALL F'EF!MITs, F'EES. CHARGES, AND INCIOENTAL COSTS NECESSARY F'OR EXECU110N AND COMF'LE1!0N OF' ELECTRICAL WORK. INCLUDING ALL CHARGES BY STATE. COUNTY AND LOCAL GOVERNMENTAL AGENCIES. 8. THE CONTRACTOR SHALL COORDINATE HIS WORK lmH OTHER TRADES AT THE SITE. Ai'IY <.;DS IS (D INSTALL WORK TD ACCOMPLISH SAID COORDINA 110N WHICH DIF'F'EF!S F'F!OM THE WORK AS SHOWN ON THE DRAWINGS SHALL BE INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES, AMBIGUITIES OR CONFLICTS SHALL BE BROUGHT TD THE ATTENTION OF' THE ARCHITECT (DELIVERED IN WRITING) DURING BID TIME F'OR CLAF!IF'ICA TION. ANY SUCH CONF'I.ICTS i'IOT CLARIF'IED PRIOR TO BID SHALL Bt SUBJECT TO THE INTEF!F'RETA1!0N OF' THE ARCHITECT AT i'IO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR SHALL PROVIDE AND KEEP UP.. TO-DA TE A COMPLETE RECORD SET OF' DRAWINGS. THESE PRINTS SHALL Bt CORRECTED DAILY ANO SHOW EVERY CHANGE F'F!OM THE ORIGINAL ORAWINCS. THIS SET OF' OF!AWII\IGS SHALL Bt KEPT ON THE JOB SITE AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION rOR THE CONTRACTOR TO MAKE CHANGES IN THE LAYOUT WITHOUT DEF'INITE IIIISTRUC1!0N IN EACH CASE. UPON COMPLETION OF' THE WORK, A SET OF' REPRODUCIBLE CONTRACT OF!AWII\IGS SHALL BE OBTAINED F'F!OM THE ARCHITECT, AND ALL CHAi'IGES AS IIIOTED ON THE RECORD SET OF' DRAWINGS SHALL Bt INCORPORATED THEREON WITH BLACK INK IN A NEAT, LEGIBLE, UNDERSTANDABLE ANO PROF'ESSIONAL MANNER, AND ALL CHANGES SHALL Bt RECORDED AND INPUT ONTO AUTOCAOD DISC ANO TURNED OVER TD OWNER. F' Al LURE TO KEEP RECORD ORAWII\IGS UP-TO-DATE SHALL CONSTITUTE CAUSE F'DR WITHHOLDING OF' PROGRESS PAYMENTs. 10. IN SOME INSTANCES, IT MAY BE NECESSARY Tu OE.fER wORK IN CERTAIN AREAS AND LOCA 110NS UNTIL SUCH 11ME AS EXISTING F' ACILITIES CAN BE TEMPORARILY OR F'EF!MAi'IENTL Y F!EARRANGtD BY THE OWNER. THEREF'ORE, WHENEVER IT BECOMES NECESSARY roF! THE CONTRACTOR TO F'ERF'ORM WORK UNDER THIS CONTRACT IN EXISTING AREAS IN WHICH THE OWNER'S WORK IS BEING F'ERF'ORMED, THE CONTRACTOR SHALL ADVISE THE ARCHITECT Ai'ID THE OWNER F!ELA11VE TO THIS REOUIREMENT AND SHALL F'OLLOW CLDStl Y THt DIRECTIVE ISSUED BY THE ARCHITECT INSOF' AF! AS TIME AND F'F!OCtDURE ARE CONCERNED. THE COIIITRACTOR SHALL INCLUDE IN HIS BID ALL PREMIUM TIME TD WHICH HE MAY BE SUBJECTED FOR F'EF!F'ORMING WORK li'I SUCH F'ROCtDURE AND AT SUCH TIMES AS MAY BE i'IECESSARY TO CAUSE THE LEAST INTEF!F'EF!ENCE WITH THE OPERATIONS OF THE OWNER. 11. AF'TER ALL REQUIREMENTS OF' THE SPECIFICA 110NS AND /OR THE ORAWIIIIGS HAVE BEEN F'ULL Y COMPLETED, F!EF'RESENTA11VES OF' THE OWNER WILL INSPECT THE WORK. THE CONTRACTOR SHALL PROVIDE COMPETENT PERSONNEL TO OEMONSTRA TE THE OPERATION OF' Ai'IY ITEM OR S, STEM TO THE F'ULL SA1!SF'ACTION OF' EACH REPRESENTATIVE. F'INAL ACCEPTANCE OF' THE WORK WILL Bt MADE BY THt OWNER AF'TER RECEIPT OF' APPROVAL AND F!ECOMMENOA TION OF' ACCEPTANCE FROM EACH REPRESENT A 11VE. 12. THE CONTRACTOR SHALL F'UF!i'IISH A ONE YEAR WRITTEN GUARANTEE OF' MA TERI A LS AND WORKMANSHIP FROM THE DA TE OF' OCCUPANCY F'EF!MIT. 13. IT SHALL BE THE RESPONSIBILITY OF' THE COIIITRACTOF! TO REVIEW AND TO COORDINATE WITH THE MECHANICAL, FIRE PROTECTION ANO PLUMBING DRAWINGS FOR DUCTS, LINES AND EQUIPMENT. 14. ALL FINAL CONNEC110NS TD OWNER F'UF!NISHED EQUIPMENT SHALL BE MADE BY THE CONTRACTOR. 18. EXACT METHOD AND LOCATION OF' CONO\JIT PENETRATION ANO OPENINGS IN CONCF<EiE WALLS OR FLOORS OR STRUCTURAL STEEL MEMBERS SHALL Bt AS DIREC I ED BY THE STRUCTURAL ENGli'IEER. F'ERF'ORM CORING. SAWCUTTING, PATCHING, AND F!EF!NISHING or EXIS1!NG WALLS AND SURF'ACES WHEREVER IT IS NECESSARY TD F'ENETRA TE. OF'ENII\IGS SHALL BE SEALED IN AN APPROVED METHOD TO MEET THE FIRE RA 11NG OF' THE PARTICULAR WALL FLOOR OR CEILING. EXACT METHOD AND LOCA 110NS OF' CDNOUIT F'ENETRA TIONS ANO OPENINGS IN CON<.;RE i E WALLS OR FLOORS SHALL Bt UL AF'F'ROVED. 17. CONNECTIONS TD VIBRATING EQUIPMENT Ai'IO SEISMIC SEF'ARA TIONS, LIQUID-TIGHT F'LEXIBLE STEEL CONDUIT IN ORY INTERIOR LOCATIONS. LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN AREAS EXPOSED TD WEATHER, DAMP LOCA 110Ns, CONNECTIONS TD TF!ANSF'ORMER ENCLOSURES, ANO F'INAL CONNECTIONS TO MOTORS AND MECHANICAL EQUIPMENT. F'RCMOE A SEF'ARA TE INSULATED EOUll'MENT GROUNDING CONDUCTOR IN ALL FLEXIBLE CONDUIT RUNS. MAXIMUM LENGTH SHALL Bt SIX F'EET UNLESS OTHERWISE NOTED. 18. ROUTE EXPOSED CONDUIT AND CONDUIT ABOVE ACCESSIBLE CEILING SPACES PARALLEL ANO PERPENDICULAR TO WALLS ANO ADJACENT F'IPING. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TD PRESENT A NEAT APPEARANCE. 19. CONDUIT SHALL NOT BE INSTALLED IN ANY FLOOR SLAB. CONDUIT SHALL Bt INSTALLED CONCEALED IN THE CEILING SPACE, CONCEALED IN WALLS, OR BELOW SLAB ON GRADE UNLESS NOTED OTHERWISE. 20.ATTENTION IS CALLED TD THE F'ACT THAT THE CEILING SYSTEMS F'OR THE MOST PART ARE CONSIDERED TO Bt IIIIACCESSIBLE. THE CONTRACTOR SHALL STRATEGICALLY LOCATE BOXES, ETC., IN AN ACCESSIBLE CEILING SPACE. 21. COORDINATE REQUIRED ACCESS DOORS IN NON-ACCESSIBLE CEILINGS TD SUIT FIELD CONDITIONS. THE EXACT SIZES AND PHYSICAL LOCATIONS SHALL SUIT ACCESSIBILITY ANO CONSTRUC110N CONDITIONS. A<.;CE:,S ODORS SHALL BE PROVIDED IN OTHER SECTIONS OF' THE SF'ECIF'ICA 110Ns. ACCESS ODORS SHALL HAVE A FIRE RATING EQUAL TO THE CEILING ASSEMBLY IN WHICH THEY ARE INSTALLED. 22. THE CONTRACTOR SHALL BE RESPONSIBLE F'OR ALL SAWCUTTING, TRENCHING, BACKF'II.LING, COMPACTION AND PATCHING Of' CONCRETE AND ASPHALT AS REOUIF!EO TO F'EF!F'OF!M HIS WORK. ATTENTION IS CALLED TO THE F' ACT THAT THERE ARE EXISTING UNDERGROUND UTILITY LINts. THE CONTRACTOR SHALL USE EXTREME CAU1!0N WHEN TRENCHING FOR HIS WORK. THE CONTRACTOR SHALL Bt RESPONSIBLE FOR THE PF!OF'EF! Ai'IO APPROVED REPAIR OF' ANY Ai'ID ALL DAMAGES CAUSED BY HIM OR HIS WORK. 23. WHENEVER A DISCREPANCY IN QUANTITY OR Slzt OF' CONDUIT, WIRE, EQUIPMENT OE\IICES, CIRCUIT BREAKERS, GROUND F'AULT PROTECTION srSIE.MS. ETC. (ALL MATERIALS), ARISES ON THE OIMWINGS OR SPECIF'ICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE F'OR F'F!OVIDING Ai'ID INSTAWNG ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIF'ICATIONS TO ENSURE COMPLETE AND OF'tF!ABLE S ,STEMS AS REQUIRED BY THE OWNER AND ARCHITECT /ENGINEER. 24. IT SHALL BE THE CON1RACTOR'S RESPONSIBILITY TO VERIFY TYPE OF' CEILING SYSTEMS AND TO F'UF!NISH APPROVED LIGH1!NG FIXTURES OF' THE TYPE REQUIRED F'OR MOUN11NG li'I SUBJECT CEILIIIIG. WHERE F'IXTUF!ES ARE F!EC.t.S:,lc.'O IN PLASTER OR DRYWALL CEILING5, THEY SHALL BE COMPlETE WITH NECESSARY MOUN11NG HARDWARE AND PLASTER F'F!AMES. 25.ALL RECESSED LIGH11NG F'IXTURES, SF'EAKER5, RECEF'TACLE5, SWITCHts, ETC., MOUNTED IN THE F'IRE RATED CEILII\IGS OR WALLS SHALL BE ENCLOSED lmH AN APPROVED ENCLOSURE CARRYING THE SAME FIRE RATING AS THE CEILING OR WALL 28. F!E.F ER TD SINGLE LINE DIAGRAM AND F'tEOER SCHEDULES F'OR CONDUIT Ai'ID CONDUCTOR SIZE TD PANELS, TRANSF'ORMER5, MECHANICAL AND PLUMBING EQUIPMENT, ETC. CONDUIT RUNS MAY IIIOT Bt SHOWN Oi'I OF!AW1i'IG5, BUT ARE PART OF' THIS CONTRACT. 29. STRAIGHT F'tEOER, BRANCH CIRCUIT, AND CONDUIT RUNS SHALL BE F'ROVIOED WITH SUF'FICIENT PULL BOXES DR JUNCTION BOXES TO LIMIT THE MAXIMUM LENGTH OF' AIIIY SINGLE CABLE PULL TO 100 FEET. PULL BOXES SHALL BE SIZED PER CODE OR AS INDICATED ON DRAWINGS. LOCA110NS SHALL BE DETERMINED IN THE FIELD OR AS INDICATED ON THE OF!AWINCS. :30. MAXIMUM NUMBER OF' CONDUCTORS IN OUTLET OR JUNCTION BOXES SHALL CONrORM TD THE CALIF'OF!NIA ELECTRICAL CODE, ARTICLE 370-8, BUT IN NO CASE SHALL COi'ITAIN MORE THAN THE F'OLLOWING NUMBER OF' {f12 AWG CONDUCTORS F'OF! THE SIZE or BOX INOICA TED. THE MINIMUM Slzt OUTLET OF! JUNCTION BOX PERMITTED IN A WALL IS F'OUF! INCHES SQUARE BY 1-1/2 INCHES DEEP. SO. BY 1-1/2" 0 = 9 CONDUCTORS 4" SO. BY 2-1 /B" 0 = 13 CONDUCTORS 4-11 /16" SO. BY 1-1 /2" D • 11 CONDUCTORS 4-11 /16" SO. BY 2-1 /8" D = 18 CONDUCTORS ALL OUTLET BOXES CONTAINIIIIG MORE THAN Oi'IE DE\IICE SHALL BE GANGED. TWO OE\IICES DOUBLE GANGtO, MINIMUM. 31. WHERE MULTI-HOMERUNS ARE INDICATED DN DRAWINGS INDICATING THE SAME PANELBOARO CIRCUIT NUMBER, PROVIDE JUNCTION BOX ABOVE ACCESSIBLE CEILING AND ROUTE ONE SET OF' WIRES TO CIRCUIT BREAKERS. 32. THE NUMERALS SHOWN AT TOP OF' LIGHT F'IXTURE IOENTIFICA TION SYMBOLS INOICA 11111G THE NUMBER OF' LIGHT FIXTURES REQUIRED SHALL NOT BE USED BY THt CONTRACTOR F'OR HIS QUANTITY TAKE-OF'F' AT BIDDING, NOR F'DF! OETERMINA1!0N OF' HOW MANY FIXTURES WILL BE INSTALLED. THE CONTRACTOR SHALL INSTALL A LIGHT FIXTURE WHEREVER A F'IXTURE OUTLET IS SHOWN ON THE ORA WINGS. JJ. RECESSED PANELS AND CABINETS SHALL HAVE F'IVE SPARE 3/4 INCH CONDUITS STUBBED UF' INTO AN ACCESSIBLE CEILING SPACE ANO CAPPED UNLESS OTHERWISE NOTED. 34. EXACT LOCA 110N OF' ALL ELECTRICAL OE\IICES ANO EQUIPMENT SHALL BE COOROINA TED WITH THt ARCHITECTURAL ELEVA1!0NS, DETAILS, OF! SEC1!0NS PRIOR TO INSTALLATION. ALL ELECTRICAL OE\IICES ANO EQUIPMENT SHALL Bt RECESSED IN WALLS Ui'ILESS OTHERWISE NOTED. OUTLETS NOT INOICA TED ON ARCHITECTURAL ELEVATIONS SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO ROUGH-IN. UNLESS OTHERWISE NOTED, MOUIIIT ELECTRICAL DEVICES AT THE F'OLLOWING HEIGHTS: WALL SWITCH CONVENIENCE RECEPTACLE TtLEl'HDNE/DATA OUTLETS OUTLETS AT COUNTERS +4' -o• SET VERTICALLY +1'-3" SET VERTICALLY +1'-3" SET VERTICALLY +6" ABOVE COUNTERS WITHOUT SPLASHES OF! CENTERED IN SPLASH SET HORIZONTALLY REVIEW ARCHITECTURAL ELEVA TIDNS OF' CASEWORK. OUTLETS MOUNTED ABOVE OR BELOW, OF! AOJACEI\IT TO CASEWORK SHALL BE CODF!OINA TED WITH THE ARCHITECTURAL ORAWINCS, PRIOR TD FINAL ROUGH-IN. ELECTRICAL DRAWINGS SHALL GOVERN NUMBER AND TYPE OF' OUTLETs. HOWEVER, LOCA 1!0NS SHALL BE AS INDICATED ON ARCHITECTURAL ELEVATIONS. PROVIDE CONDUIT, WIRES, AND OUTLETS F'OR WORK REQUIRED IN CASEWORK INSTALLATIONS. REF'EF!ENCE ARCHITECTURAL DETAILS F'OR METHOD OF' ROU11NC CONDUIT WITHIN CASEWORK CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE F'DR CUT-OUTS li'I TILE OR COUNTER SPLASHES WHERE RECEPTACLES, OUTLETS, ETC., OCCUR. PROVIDE BOX EXTENSIONS THROUGH -No. De9Cltifl' I ION E-0.1 GtNEF!AL NOTEs, DRAWING LIST, CODES & STANDARDS E-0.2 GENERAL NOTES (CONTINUED) E-0.3 SYMBOL UST & ABBREVIA1!0NS t-0.4 11TLE 24 E-0.5 11TLE 24 E-0.8 LIGHT FIXTURE SCHEDULE E-0.7 Oi'IE LINE DIAGRAM, LOAD SUMMARY & F'EEOER SCHEDULES E-0.8 ALIOIO/\IIDtO POLE VAULT SISIEM BLOCK DIAGRAM E-0.9 DETAILS E-0.10 DETAILS E-0.21 PANEL SCHEDULES E-1.1 SITE LIGHTING PLAN E-1.2 SITE POWER & SIGNAL PLAi'I E-S-2.1 FIRST FLOOR LIGH11NG PLAN (SHOOTING RANGE BUILOli'IG) E-S-2.2 FIRST F'LOOR LIGH11NG PLAN CONT. (SHOOTING RANGE BUILDING) E-S-2.3 SECOND FLOOR LIGHTING PLAN (SHOOT!i'IG RANGE BUILDING) ------i E-S-J.1 F'IRST FLOOR POWER PLAN (SH0011NG RANGE BUILDING) E-S-J.2 FIRST FLOOR POWER PLAN CONT. (SHOOTING RANGE BUILDING) E-S-3.3 E-S-4.1 E-S-4.2 E-S-4.3 E-S-5.1 E-S-5.2 E-S-5.3 E-S-6.1 E-S-6.2 E-C-2.1 E-C-2.2 E-R-2.1 SECOND FLOOR POWER PLAN (SHOOTING RANGE BUILDING) F'IRST F'LOOR SIGNAL PLAi'I (SHOOTING RANGE BUILDIIIIG) FIRST FLOOR SIGNAL PLAN CONT. (SHOOTING RANGE BUILDING) SECOND FLOOR SIGNAL PLAN (SHOOTING RANGE BUILDING) F'IRST FLOOR F'IRE ALARM PLAN (SHOOTING RANGE BUILDING) F'IF!ST FLOOR F'IRE ALARM PLAi'I CONT. (SHOOTING F!Ai'IGE BUILDING) SECOND F'LOOR F'IRE ALARM PLAN (SHD011NG RAIIIGE BUILDING) ROOF' PLAN (SHOOTING RANGE BUILDING) ROOF' PLAN CONT. (SHOOTING RANGE BUILDING) FIRST & SECOND FLOOR PLANS (BURN PROP COMMERCIAL BUILDING) THIRD & F'OURTH FLOOR PLANS (BURN PROF' COMMERCIAL BUILDING) FIRST & SECOND FLOOR PLANS (BURN PROF' RESIDENTIAL BUILDING) APPLICABLE CODES AND STANDARDS • 2007 CALIF'ORNIA BUILDING STANDARDS AOMINISTRA 11VE CODt CALIF'OF!NIA CODE OF' REGULATIONS (CCR) TITLE 24, PART 1 • 2007 CAUF'OF!NIA BUILDING CODE (CBC) CALIF'OF!NIA CODE OF' F!EGULA110NS (CCR) TITLE 24, PART 2 (2008 INTERNA11DNAL BUILDING CODE (IBC) W/CALIF'OF!NIA AMENDMENTS) • 2007 CALIF'ORNIA ELECTRICAL CODE (CtC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 (2005 i'IATIONAL ELECTRICAL CODE (NEC) W/CALIF'ORNIA AMENDMENTS) • 2007 CALIF'OF!NIA MECHANICAL CODE CALIF'ORNIA CODE OF REGULA llONS (CCR) TITLE 24, PART 4 (2006 UNIFORM MECHANICAL CODE (UMC) W/CALIFORNIA AMENDMENTS • 2007 CALIF'OF!NIA PLUMBING CODE CALIF'ORNIA CODE OF' REGULA1!0NS (CCR) TITLE 24, PART 5 (2008 UNIF'ORM PLUMBING CODE (UPC) W/CALIF'DRNIA AMENDMENTS) • 2005 CALIF'OF!NIA ENERGY CODE CALIF'ORNIA CODE OF' REGULA 1!0NS (CCR) TITLE 24, F'AF!T 6 ALL CASEWORK. F'INISH FLUSH WITH F' ACE OF' SPLASH, • 2001 CALIF'OF!NIA ELEVA TOR SAF'tTY CONSTRUC110N coot CABINET, ETC. CALIF'ORNIA coot OF REGULATIONS (CCR) TITLE 8 MOUN11NG HEIGHTS OF' ALL DEVICES AND EQUIPMENT ARE fROM • 2007 CAI.FORNIA F'IRE CODE (CF'C) CALIF'ORNIA coot OF' REGULATIONS (CCR) TITLE 24, PART 9 F'INISHED FLOOR TO CENTER OF' DEVICES AND EQUIPMENT (2006 INTEF!NA1!0NAL F'IF!E CODE (lf'C) W/CALIF'DRNIA AMENDMENTS) 28.ARCHITECTURAL F!EFLECTED CEILING PLANS INDICATING THE UNLESS OTHERWISE NOTED. BOXES INSTALLED IN LOCA110NS NOT AF'F'F!OVEO BY THE ARCHITECT SHALL BE RELOCATED AS • 2007 CALIF'DF!NIA EXISTING BUILDING CODE 15. COORDINATE WITH OTHER TRADES AS TD THt EXACT LOCATION LOCATION OF' LIGHTING F'IXTUF!ES SHALL TAKE PRECEDENCE CALIF'OF!NtA CODE OF REGULATIONS (CCR) TITLE 24, F'ARTIO OF' THEIR RESPECTIVE EQUIPMENT. SUPPLY POWER Ai'IO MAKE OVER THE LOCA110NS OF' SAME SHOWN ON THE ELECTRICAL DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TD THE (2006 INTEF!IIIATIO!IIAL EXISTING BUILDING CODE (IEBC)) CONNECTION TD MOTORS AND EQUIPMENT REQUIRING ELECTRICAL DRAWINCS. INSTALL THE llGH11NG F'IXTURES IN Ai'IY GIVEN OWNER. CONNEC1JO•-AS INDICATED ON THE SINGLE LINE DIA-AM, AREA TO AGREE WITH THE F!EF'LECTED CEILING PLANS. • 2007 CALIF'ORNIA F!tF'EF!ENCED STANDARDS CODt "'" "" 35,0RAWINGS ARE DIAGRAMMATIC ONLY. ROU11NG DF' RACEWAYS C LI~~• CODE OF' 0 EGULATIONS (~) TITLE 24 F'AF!T 12 ~ ~cAL oaAWI"""" AND o~•W1•= OF' oTH= TRADES. DISCREPANCIES SHALL Bt BROUGHT TO THE ATTENTION OF' THE A ,v,....,.IA " """ • "''""'"'"' "' ,...,.., "" "'"'" "'" SHALL BE AT THE OF'110N OF' THE CONTRACTOR UNLESS RE'IIEW THE DRAWINGS OF' OTHER TRADES F'OR CONTROL ARCHITECT. O™ERWISE i'IOTED AND SHALL Bt COORDINATED WITH OTHER • AMERICANS WITH OISAB1L111ES ACT {ADA) TITLE II - OIAGIMMS, Slzt AND LOCA110N OF' EQUIPMENT. DISCONNECT SECTIONS. DO NOT SCALE THE ELECTRICAL DRAWINGS FOR ACCESSIBILITY GUIDELINES FOR BUILDINGS AND 27. THE EXACT LOCATIONS AND MOUi'ITING HEIGHTS OF' LIGHTING F'ACILITIES (ADAG) 1990 STATE FIRE MARSHAL -"' Vl "" E ~ <I> c... T.tE. INCLUDED DAAWINGS, SPEGIFlCATICIN$. 10~ DESIGPI.S.ANO ARRANGEMENTS ~=NTED THEREBY ARE: ANO !51HAL.L ~N. ~ F'RO~TY OF RRMllla:IIGH WWUP IINONOPNUT~SWILL. 8E. COF'I~ DISCUlSEO TO OTliERS OR USED IM.CONN.ECTION. WITH ANY ~ OR ~l'cCT OTHER THAN Tl-iS ~IFIC PROJECT FOR WHICH TriE'I' HA.i/E Ba,N ~ANO Dlic\'SLUPED wn KOllr THE WRITTEN CONSENT Of RRM~GROUF', V161.JA!.COW.-.cT WITH TJoiaic l)AAW]No:.& OR 5f'~~TIONS$11\.U..CONS lllUTli: CONCLUliilV~ EVl~Ol'ACCEPTANCEOF TH=SS elloSrR!CilONS. w.iwrrAL.OF TelESS DOCLIMe.,1:ra FOR PU81.JC MaiENCY RE\IIEW SHALL NOT Bli CONSIDERED A WANER OF RF™ O=SIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation "' "' ~~~ < < a a ::d,:!Q ~~. u ~ ~ UJ ~ 1d I..U > m II) ::i: iII u -• m w I-• ••• ,-: -' ~ 0 "' :::, " m 0 CD m 0"'"' '§ ~ (/) ~ <Oz v.iiLl..o .~ I'-, q <( _,_ ,:: ,..... in 0 ~~~ jdlo .... '<t • ~ 11! 0 ·5 ·e · 8 1-1-oc! cof::o " <I)!!: ..r"' m ■111111 i~'! ~ ' I.I ••• •;::: ~ dJ ~ O ,!!I ::I 'e' I!! w ill ■ll!l!lllli ~55:o.. ,. ,. " ,! '!I e o • f ~ !I " o G ii ~ ~ ~, 0 --,_ ..I ... -0 u, (.) -~ N ..I Cl) C,u, < C, (.) zo -0:: z -:=< -"C z cu ~o -~ .tl 1/) oZ "' ,: -~ 0 I-F cu u, u, ~ 0:: (.) w "' w >. ,_ ae "' 0 0 ~ Ou, "' 0 z zw "' 0 ..I 0 5 C "' 0.. ~8 0: 0 ti) -.. w 0 w 0:: 0 z ,_ U) w UJ It) C, 0:: N -LL. i; . ~ ,di a~ 5 ............. ... ~"' ,~y,QJ" September 9, 2009 EO-mdwg ...,,._. 1107570 ,.... E-0.1, ! ' -I! SWITCHts, STAF!IERs, WIRING, CONTROLS, AND CONDUIT F'OR F'IXTURES LOCATED IN MECHANICAL EQUIPMENT SPACES AND LOCATIONS OF' ANY ELECTRICAL, ARCHITECTURAL, STRUCTURAL, REGULATIONS AND AMENOMEi'ITS TO-DATE ~ MECHANICAL ANO PLUMBING OF'tF!A110NS SHALL BE F'RO\IIOED. CI\AI OR MECHANICAL ITEMS OR F'EATURES ~HEET I CITY OF CARlSBAD ~ SHEETS PENTHOUSES SHALL BE COOROIIIIATED IN THE F'ltLD BEFORE .,.., • • CALlflOau1A CODE OF' -GULA110NS_(,.,_)_TITL. E_24, ge . 2·•a THE COi'ITRACTOR SHALL Bt RESPONSIBLE F'OR OBTAINING __ I---INSTAUA'IIOIII-TO-AVOtD-INTEF!F'ERtNCE-WITH-0151CTS,F'll'tlllG,, --+------------------------1--CALIF'ORNIA-STATE ACCESSIBILITY STANDARDS ·----1-c-l-t J-E:11/GINE:ERING DEPARTMENT ___ -'K>---ll-1-----------------------------j--,M.,-AAiNiifUjj;F'AAC"'TUF!EF!"""' ""S SHOP DRAW!I\IGS F'F!IOR--TO ROUGHING IN ALL AND OTHER MECHANICAL EQUIPMENT. WHEN-LOCATIONS AND 36. WHERE FIXTURES ARE SHOWN TO BE DUAL SWITCHED, SWITCH Sa CALIF'OF!i'IIA CODE OF' REGULATIONS (CCR) TITLE 19 CONDUIT TO THIS EQUIPMENT. MOUNTING HEIGHTS ARE DE I ERMINED, OBTAIN APPROVAL fROM SHALL CONTROL THE TWO OUTSIOE LAMPS IN EACH FIXTURE, Sb MPROVEMENTPl.ANSFOR ¾ ~ -~ <> "' -;,; ,. THE ARCHITECT. SHALL CONTROL THE REMAINING LAMPS IN EACH FIXTURE. • 2000 NF'F'A CHAPTER 72 (NATIONAL FIRE ALARM CODE) WITH CALIFORNIA-AMENDMENTS • • 2000 NF'F'A CHAPTER 13. • 1999 NEC ANO 1999 -TITLE 19, CCR, PUBLIC SAF'tTY, STATE F'IRE MARSHALL REGULATION. CARLSBAO JO/{'{T' FIRST RESPONDER mA/NING FAC/t.rrf GENERAL NOTES, DRAWING LfST, CODES & ST~'A~N=D"=-'A:=:'=R=D=S======: APPRq_vED WIWAltl ~ ,-,,, ----~ t1p'-./4 DEPU1Y CITY ENGINEER ;=PE:::2::8~17~5:;,=.EX~PIR~ES~J:::J':::::l:::l::;Q;;:::::,~~DA:::'Tt:~;:;:; DWN BY: ·" I PROJECT NO. I DRAWING NO. CHKD BY: DM "1,9f. 463-1 RVWD BY: NI _ ~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;:;;:;;;,;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;:J --- I .i:,,. ~ w I '""" =' • , <I ' 1 7 ' "' "' I ~ ~ 8 . I ... :, 'ti l'i ! • ~ -~ ~ "' ~ -! -1! l ~ -<>. 1'i 3. >! • CAULK WITH SEAL.ANT----,. BOTI-1 SURFACES OF WALL ASSEMBLY (SEE NOTES BELOW). ~ • ' ,q V ' . ,► . ►•. ¥ ,.. ' ,P. ... CONDUIT (NOMINAL 4" DIAM. EMT.) ~ -1 OR 2 2-HR FIRE ----1 RA TED CONCRETE WALL ,.. , A . -.... ---" . .4 .. "' ~ 4 4 • b' 'b ., " I U.L 5"STEM NO. WI. 1141 I SEE T-1.6 a: T-1.7 FOR LOCATIONS OF 1-HR. FIRE RA TED WALLS. NOTES; 1.) SEAL.ANT SHALL BE NUCO INC. -SELF SEAL GO 200 OR SELF SEAL GG 266 2.) MINIMUM 5/8" THICKNESS OF CAULK APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. ROOF SEALS PER 7 SPECIFICATIONS ROOFING SYSTEM--, PER ARCHITECT a: STRUCTURAL 7 . . • CONDUIT PENETRATIONS -AS REQUIRED AM -• ' ~ II/I I I j/ ---CONDUIT(S) PER DRAWINGS ----::rSTONEMAN "STORMTITE", SINGLE, MULTIPLE OR VARIABLE Fl.ASHING. UNITS W / STEEL REINFORCING BOOT - • ~FIRE RETARDANT PLYWOOD OIAPAROGM AT ROOF STRUCTURE. STRUCTURAL DRAWINGS. "'Cl:j'NDu1--. "'PERE--.'D'11uN THRU 3 ~DUIT PENETRA'J R:SR NTS 1 . . . w ,I _1 l;;Il:!■-'W.''-----L... ... NTS.:.:.....J...:.-1-----.D •u •111111••----------■-1--1 FRONT VIEW ~4• OIA. OR SMALLER EMT OR ELECTRICAL CONDUIT NOTE: SECTION A-A 3 . t----\1B 0 2 1 OR 2-HR. FIRE ;::-:---:LL...,-\-_L..l. RATED GYPSUM WALL ASSEMBLY I U.L SYS'TEM NO. WI. 12961 MAX. DIA. OF OPENING IS 13 1 /2" ANNUL.AR SPACE OF MIN, 1/4" DIA. BEAD IS REQUIRED. KEY NOTES· 1. WALL CONSTRUCTION! 3 ) I ) -MIN. 1/4" TO 1/2" DIA. ANNULAR SPACE W/FIRE STOP SEAL.ANT ( CAULK) APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM WALL SEE T-1.6 &: T-1.7 FOR LOCATIONS OF 1-HR. FIRE RATED WALLS. @ WOOD OR STEEL STUDS PER ARCHITECTURAL/STRUCTURAL @ 5/8" TYPE X GYPSUM BOARD PER ARCHITECTURAL 2. CONDUIT SIZE PER DRAWINGS. (MAX 4" STEEL) ' 3. FIRE STOP s rS IEM -ONE HOUR CAULK. APPLY TO INTERFACE WITH WALL SURFACE. CAULK AS MANUFACTURED BY 3M CO. f/lC 15WB+, CPC 25WB+CAULK OR FB-3000 WET SEALANT KEY NOTES· 0 CONCRETE FLOOR PER ARCHITECTURAL/STRUCTURAL DRAWINGS. MAX. DIA. OF THROUGH OPENING IS 12 1 / 4". 0 CONDUIT SIZE PER DRAWINGS. 0 FIRE STOP SYSTEM-TWO HOUR OR 3 HOUR FILL VOID WITH MORTAR. MINIMU OF 2 1/2" THICK, FLUSH WITH TOP OF SURFACE FLOOR. MORTAR MIXTURE WITH WATER AT 1.9 TO 2.4 GALLONS PER 25 LBS. (FIRESluP SfSIEM SHALL BE PROVIDED WITH RIGID SHEET FORM TO PREVENT LEAKAGE AND MAY BE REMOVED AFTER FILL MATERIAL HAS CURED). 3 2 LA NOTE: MAX. DIA. OF OPENING IS 12 1/4". MINIMUM FILL MATERIAL THICKNESS OF 2 1 /2" IS REQUIRED. 0 ......, SECTION A-A I U.L StSiEM NO. F-A-1009 · .•.... ,: ~ 1 · .. ~ \\'' ... - GENERAL NOTES (cont"d) 37. THE EQUIPMENT GROUNDING CONDUCTOR ALTHOUGH NOT SHOWN ON CONDUIT RUNS, SHALL BE INSTALLED AND RUN CONTINUOUS PANEL TO LAST OUTLET. THIS WIRE SHALL BE PIGTAILED IN EACH OUTLET FOR CONNECTION TO BOX AND DEVICE SO THAT IF DEVICE IS REMOVED, GROUND WILL NOT BE INTERRUPTED. ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSULATED GREEN CONDUCTORS -ALTERNATE METHODS OF IDENTIFICATION SHALL NOT BE USED. CONTRACTOR SHALL NOTIFY ELECTRICAL ENGINEER TO EXAMINE CONDUCTOR INSTALLATION PRIOR TO INSTALLATION OF DEVICES. 38. t<Ef ERENCE ARCHITECTURE AND STRUCTURAL DRAWINGS FOR HOUSEKEEPING PADS. 39. FOR SMALL AC MOTORS NOT HAVING BUILT-IN THERMAL O\'ERLOAD PROTECTION, PROVIDE MANUAL MOTOR STARTERS WITH O\IERLOAO HEATER ELEMENTS SIZED TO THE NAMEPLATE CURRENT RATING OF THE MOTOR. SMALL AC MOTORS WITH BUILT-IN THERMAL OVERLOAD PROTECTION, PROVIDE A HORSEPOWER RATED TOGGLE TYPE DISCONNECT SWITCH • 40. WHERE CONFLICTS OCCUR ON DRAWINGS ANO/OR SPECIFICATIONS THE MOST STRINGENT APPLICATION SHALL APPLY • 41. CONTRACTOR SHALL COORDINATE ALL OUTLET BOX INSTALLATIONS WITH ARCHITECTURAL WALL FINISH SCHEDULES ANO PROVIDE ALL DEVICES (BOX EXTENDER) REQUIRED SO THAT NO SPACE BETVtU:N rACEPl.A TE ANO DEVICE BOX EXCEEDS 1 /8". 42. CONTRACTOR SHALL PROVIDE ANO INSTALL ACCESS PANELS IN GYPBOARD CEILINGS (FIRE RATED ACCESS PANELS WHERE REQUIRED) WHERE REQUIRED TO ACCESS ELECTRICAL EQUIPMENT IN CEILING SP ACE TYPICAL 43. ALL FIRE ALARM VISUAL STROBE DEVICES LOCA TEO IN PUBLIC CORRIDORS, STAIRWELLS, HALLWAYS. STUOENT RESTROOMS, ETC. SHALL BE COVERED WITH WIRE GUARD VANDAL RESISTANT CO~ TYPICAL FOR EACH BUILDING IN THIS PROJECT. 44. ALL GROUNDING SHALL BE DONE ACCORDING TO THE CALIFORNIA ELECTRICAL CODE -ARTICAL 250, 45. THE CONTRACTOR SHALL PAINT ALL EXPOSED CONDUITS ANO PULLBOXES LOCATED OUTSIDE THE BUILDING ANO TO MATCH FINISHED SURF ACE. 46. ALL UTILITY WORK (POWER, TELEPHONE, CABLE TELEVISION) SHALL BE IN COMPLIANCE WITH THESE ORAWINGS AND THE REQUIREMENTS OF THE SERVING UTILITY COMPANY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SERVING UTILITY TO RECEIVE COMPLETE INFORMATION ON THEIR REQUIREMENTS PRIOR TO THE SUBMISSION OF THE BIO. THE ACT Or SUBMITTING THE BIO SHALL CONSTITUTE ACCEPTANCE Or FULL RESPONSIBILITY BY THE CONTRACTOR TO INSTALL SERVICE IN COMPLIANCE WITH THE SERVING UTILITY AND THE CONTRACT DOCUMENTS. 47. ALL ITEMS SUCH AS SERVICE CONDUIT, CONDUCTORS, DUCTS, CONCRETE PADS, TRANSFORMERS, RISERS, MANHOLES. PULL BOXES. ANO PROTECTIVE COVERING FROM SERVICE LOCATION SHALL BE PROVIDED ANO INSTALLED, ANO SHALL BE VERIFIED WITH THE SERVING UTILITY COMPANY. THE CONTRACTOR SHALL INSTALL THE SERVICE IN COMPLIANCE WITH THE SERVING UllLITY COMPANY, AND SHALL PAY ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY rOR HIS SERVICE EXCEPT THE FIRST BILLING DEPOSIT. WHERE THE CONTRACT DOCUMENTS ARE MORE RESTRICTIVE, THE DOCUMENTS SHALL GOVERN. 48. ANY ALTERNATION TO A STRUCTURAL MEMBER SUCH AS CUTTING, BURNINC, rn:. SHALL HA vt PRIOR WRITitN APPROVAL OF' '!HE STRUCTURAL ENGINEER OF RECORD ANO DSA. 49. STRAIGHT FEEDER. BRANCH CIRCUIT, AND CONDUIT RUNS SHALL BE PROVIDED WITH sumCIENT PULL BOXES OR JUNCTION BOXES TO LIMIT THE MAXIMUM LENGTH Or ANY SINGLE CABLE PULL TO 100 FEET. PULL BOXES SHALL BE SIZED PER CODE OR AS INDICATED ON DRAWINGS. LOCATIONS SHALL BE DETERMINED IN THE FIELD OR AS INOICA TEO ON THE DRAWINGS. 50. ANY ALTERNATION TO A STRUCTURAL MEMBER SUCH AS CUTTING. BURNING. ETC. SHALL HAVE PRIOR WRI I IEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. 51. STRAIGHT FEEDER, BRANCH CIRCUIT, ANO CONDUIT RUNS SHALL BE PROVIDED wmt sumCIENT Pt!LL BOXES OR JUNC1lON BOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLE PULL TO 100 FEET. PULL BOXES SHALL BE SIZED PER CODE OR AS INDICATED ON DRAWINGS. LOCATIONS SHALL BE DETERMINED IN THE FIELD OR AS INOICA TEO ON THE DRAWINGS • 53. METER HEIGHT AT CENTER OF METER SHALL BE 4B INCHES - 75 INCHES. MAINTAIN 3ft. PERIMETER LEVEL ANO CLEAR SPACE IN FRONT OF METER. 54. ELECTRIC METER ROOM DOOR SHALL HA VE SCHLAGE LOCK, KEYED TO RIVERSIOE PUBLIC UllLmES' MASTER KEY, OR SHALL HAVE DOUBLE HASP. WORKING SPACE NEAR THE MASTER PANEL PER 2002 NEC '10-26 IS REQUIRED. THE MOUNTING HEIGHT Or ELECTRIC ME I ERS SHALL BE BE I WEEN 4B AND 75 INCHES ABOVE THE WORK SPACE Fl.DOR AREA REQUIRED BY NEC 110-26. ELECTRIC ROOM ODOR OPENING SHALL EXTEND TO OR ABOVE THE FULL HEIGHT OF THE MAIN SWITCHBOARD. 55. THE MAIN SWITCHBOARD SHALL CONrORM TO THE EUSERC/CITY Or RIVERSIOE REQUIREMENTS. PRIOR TO MANUFACTURING THE MAIN SWITCHBOARD ORA'MNGS SHALL BE APPROVED BY THE CITY, .OF RIVERSIDE, PUBLIC UTILITIES ELECTRIC OMSION. SEND FOUR ORIGINAL APPROVAL DRAWINGS TO: UTILITY INSPECTOR, ELECTRIC ENGINEERING 4TH FLOOR 3900 MAIN STREET. RIVERSIDE CA 92522. 56. THE ELECTRIC UTILITY STRUCTURES SHOWN ARE FOR BIDDING ANO PERMIT APPLICATION PURPOSES ONLY. COORDINATE WITH THE CITY OF RIVERSIDE, PUBLIC UTILITIES ELECTRIC DIVISION (951-826-5489) FDR ACTUAL CONSTRUCTION Pl.ANS, SPECIFICATIONS ANO SERVICE CHARGES. COORDINATE WITH THE UTILITY INSPECTOR (951-826-5429) PRIOR TO INSTALLATION OF FACILITIES ANO BACKFILLING. BRANCH CIRCUIT WIRING NOTES A. FOR RECEPTACLE CIRCUITS a: 120V BRANCH CIRCUITS, UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING CONDUCTORS: (1) /f12 CONOUCTOR FOR EACH PHASE (i.e. CIRCUIT NUMBER) a: (1) SEPARATE DEDICATEO /f12 NEUTRAL CONDUCTOR FOR EACH SINGLE 120 VOLT CIRCUIT; (1) EQUIPMENT GROUNDING CONDUCTOR, SIZED TO LARGEST PHASE OR NEUTRAL WIRE. B. FOR LIGHTING BRANCH CIRCUITS, PROVIDE THE rOLLOWING CONDUCTORS: (1) /112 CONDUCTOR ANO /f12 CIRCUIT CONTROL CONDUCTORS FOR EACH PHASE, (I.e. CIRCUIT NUMBER); (1) /f12 NEUTRAL CONDUCTOR FOR A SINGLE, 120 OR 2n VOLT CIRCUIT, OR (1) /f12 NEUTRAL CONDUCTOR FOR 2 TO 3 CIRCutTS WHERE EACH CIRCUIT IS ON A DIFFERENT PHASE: (1) EQUIPMENT GROUNOING CONOUCTOR, SIZED PER N.E.C. ART. i,250 (00 NOT USE A COMMON NEUTRAL FOR MULTIPLE CIRCUITS ON SAME PHASE) (1) INTERCONNECTING CONDUCTOR BETWEEN EACH 3-WAY AND/OR 4-WAY SWITCH TOP Or SWITCH'-~ & DEVICE I /RECEPTAClE 15" MINIMUM--', FINISHED FlOOR. .....:,'ls:,"ls:-~'----.!..!:!"""""-'c=~ BOTTOM or RECEP. DEVICE DEVICE MOUNTING HEIGHT DETAIL ~",_] 24• MAX. 30• -& DEVICE D ' i5 • < ~ 'aeit I ~~ 0 ~ il:5 I C\ ~:::, ·~ gf§ ... H _,z ~ ~ ~ <"' ~~ • • ~~~ -"-"-xx ~ ~ ~ 1.)..3 << ::,;:,; 9.o~ ~ '= . .,. .,. FINISHED FlOOR • "' DEVICE MOUNTING HEIGHT DETAIL OVER OBSTRUCTION DETAIL ' ' NT9 THE. INCLUDED DRAWINGS. SPECIFICATIONS, IDE,11,,S, OESIGN&AND ARMNGEMENTS REPRESalTEO Tl1EREB'v' NIEAND SHALL REMAIN. Tii£PRO/'ERn' Of" RAM DESIGN.~PANDNO PARTTrlEREOF StW..l,. BEOOFlEO, Dl9CIOSE0 TQQTl-lERS OR.USEC INCOMNEC"TIONIMTI-1 """WORK OR PA.OJFCJ' OTl-lfll. Tl-iAN THf' SPFCIFIC P~CIJECT FOR WHICH nlEV HAVE. BEEN PREPARED AND !lEVaOPED wrrnrn,r Tl£ WRl'JTEhCOl,IBafTOF RRM DESIGNGROi.11". VISUALCONfACT WITH Til~llltl,WlltlG& ORlFEClflCATIONS 8HAU.COJilSIDUThGOi'ICUISl\f~ BIIDENCE OF ACCEPTANCE.OF THESE.RESTRICTIONS. SUBMITTAi. OF Tt'IE$E COCUl.'IENTS FOR PUEIUC AGENCY REVIEW SHALL NOT BE CONSIOE:Flalh WAIVER OF AAM DESIGN GROUP'S RIQ,;T&,. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation 'i---' ::) !Il V) < • t,i ~ " m ; ~ w ~ " .. a< ~ ~ F > • l ~ . ~ ~ G ii • 0 -I ~ ~ . . .. . ■11111 ••• ■llli!!m ~o :i .... -o (.) <~ I.I. < 0 (.) z ~ -'0 z ca ~~ I-cU D:: (.) w >-0 ca z s:: 0 r: 0. 0 ti) -w ... c::O I-~ ti) It) 0:: N -LL ............ "' ~wNBY ufu. September 9, 2009 ~ . EO.Q2.dwg (/) .... """"' 1107570 E-0.2 u, w l-o -z~ ,_J I-~ ~ w!=, z w (!) 52. ELECTRIC FEES TD BE DETERMINED AFTER OETAltED DESIGN, AND_~-----,----------------------.11,--11~~ c11r1N£Rta-~~~~AD ~ ,,-----~ 0 --11-1-----------------------------------1•--------------.,_------------------.-----ARE DUE-PRIORTO UTILITY CONSlRUCTION \\ORK (SEPARATE.FROM '" PERMIT FEES.) IMPROVEMENT PLANS FOR; ~ :§: CONDUIT PENETRATION THRU 1-HOUR FIRE/SMOKE WALL DETAIL NTS 4 ec»IDu11 t" , ■ • .AT 2 :!-:10Urc CONCRETE FLOOR DETAIL NTS 2 CARLSBAD JOfNT FIRST RESPONDE:R TRAINING FACII.ITT ,_.. G') GENERAL NOTES (CONT"D) ~ ~ -A~j?YED !w~~ER .. . o.l;, /4 DEPUTY CITY ENGINEER PE 28176 EXPIRES J/Jl/10 7 DA~ DWN BY: " I PROJECT NO. I DRA~~G1 NO. CHKD BY: PM 2J&ei6c ~ RVWO BY: Ni g,_ ~ ,,.,.,,~ ~ 00 AF' AF'F' AF'G AFU AIC AT AM AMP, A APPR BC c. AUTO AWG BKR CT CAB CKT c.o. DISC OISTR DWG ELEV ENCL EQPT F'DR ABBREVIATIONS AMPERE FRAME RATING OF CIRCUIT BREAKERS ABO'vE FINISHEO FLOOR ABO'vE FINISHED GRADE AMPERE FUSE RATING AMPS INTERRUPTING CAPACITY RA TING (RMS SYMMETRICAL MINIMUM) AMMETER AMPERES APPROVED_.,.,....,. BARE COPPER AMPERE SWII CH RA TING AMPERE TRIP RA TING OF' BREAl<ER AUTOMATIC AMERICAN WIRE GAUGE BREAKER CONDUIT CABINET CENTER TO CENTER CIRCUIT CONDUIT ONLY CURRENT TRANSF'ORMER COPPER DISCONNECT DISTRIBUTION DRAWING -ELEVATION ENCLOSURE EQUIPMENT EXISTING F'EEOER FINISHED F'LOOR HH FINISHED GRADE F'LEX FLEXIBLE F'LUOR F'LUORESCENT FUT FUTURE GNO GROUND GRC GALVANIZED RIGIO CONDUIT HOA HANO-OF'F'-AUTOMATIC ISC SHORT CIRCUIT CURRENT J.B. JUNCTION BOX k THOUSAND (KILO) kV Kll.0\'0t. TS kW KILOWATTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kWH KILOWATT-HOURS kWHO KILOWATT HOUR DEMAND METER LS LIMIT SWITCH LT, L TS LIGHT, LIGHTS L TG LIGHTING MA MILLI AMPS MAN MANUAL MAG MAGNETIC MAX MAXIMUM MCB MAIN CIRCUIT BREAKER -o- DESCRIPIION DATA SYSTEM CONDUIT RUN WITH CABLE. 3/4 INCH CONDUIT MINIMUM. NUMERAL ADJACENT TO "0" INDICATES QUANTITY OF' CABLE5. NO NUMERAL ADJACENT TO "0" INOICA TES 1 DATA CABLE. DATA SYSTEM CONDUIT RUN WITH CABLES. "D" DENOTES 3/4"C., "02" DENOTES 3/4"C., "03" DENOTES 3L4"C., "04" DENOTES 1 C.O., VOICE/l)ATA S)SIEM CONDUIT RUN WITH CABLES. 3/4 INCH CONDUIT MINIMUM. NUMERAL ADJACENT TO "V' INDICATES QUANTITY OF' VOICE CABLES. NO NUMERAL ADJACENT TO "V' INOICA TES 1 VOICE CABLE. NUMERAL ADJACENT TO "D" INDICATES QUANTITY OF' DATA CABLES. NO NUMERAL ADJACENT TO "0" INDICATES 2 DATA CABLE5. VOICE/l)ATA SVSTEM CONDUIT RUN WITH CABLES. VD DENOTES 3/ 4"C.O. VD2 DENOTES 3/4"C.O. V202 DENOTES 1 "C. 0. V20J DENOTES l"C.O. V30J DENOTES 1·c.o. V204 DENOTES l"C.O. Y404 DENOTES 1 1 /2"C.O. Y5D5 DENOTES 1 1/2"C.O. Y606 DENOTES 1 ½2"C.O. VD7 DENOTES 1 1 2·c.o. V305 DENOTES 1 1 /2"C.O. St'iiiWw c.o. C. Ifft - Q) 0 100/IF' 70AT - MOF' MAIN DISTRIBUTION F'RAME MIN MINIMUM MT, MTO, MTG MOUNT, MOUNTED, MOUNTING MTBB MAIN TERMINAL BACKBOARD NO, NOS NUMBER, NUMBERS NTS NOT TO SCALE OC ON CENTER OL OVERLOAD PB PUSHBUTTON -{}- t- -3f- PIV POST INDICATOR VAL VE PNL PANEL PRI PRIMARY PVC POL Y"Y!NYL CHLORIDE t-0 PW PART WINDING !'WR '50~ --111,,- REC RECEPTACLE © REOO REQUIRED SCH SCHEDULE -G- SEC SECONDS, SECONDARY SECT SECTION SHLO SHIELDED GF1 ~ SHT SHEET I GF'P I SPECS SPECIF'ICA TIONS ~ ST W~ l~f ~ STA STATION J :::;cs =FICATIONs 0 1 ST smJNT "!RIP 0 i:j STA STATION e STD STANDARD Q -SW SWITCH V ! ~ Q g SYM =ETRICAL ◊ SYMBOL LIST DE9CRIPnGN CONDUIT RUN, CONCEALED IN CEILING OR WALLS. CONDUIT RUN UNDERGROUND. CONDUIT STUBBED OUT AND CAPPED. PULL LINE IN PLACE. "CONDUIT ONLY". PROVIDE PULL ROPE F'OR ALL EMPTY CONDUIT AS REQUIRED. "CONDUIT', WITH CONDUCTORS AS REQUIRED BY ORA WINGS OR SPECIF'ICA TIONS. CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF' f'l2 CURRENT CARRYING CONDUCTORS CONTAINED THEREIN. 1'10 112 AND ONE #12 GROUND WIRE ARE INDICATED WHEN CROSS LINES ARE NOT SHOWN. NUMERALS ADJACENT TO CROSS LINES ON CONDUIT RUNS INOICA TE SIZE OF' CONDUCTORS IN LIEU OF' fl 2. ALL CONDUITS SHALL CONTAIN ONE GROUND WIRE SIZED PER C.E.C. TABLE 250-95, BUT NOT SMALLER THAN #12. CONDUIT HOMERUN TO PANELBOARO. LETTER ANO NUMERALS INDICATE ELECTRICAL PANEL ANO CIRCUIT NUMBER. SURF'ACE MOUNTED BRANCH CIRCUIT PANELBOARD. PANEL DESIGNATION. JUNCTION BOX IN ACCESSIBLE CEILING SPACE OR FLUSH IN WALL WITH BLANK COYER PLATE TO MATCH DEVICE PLATES. JUNCTION BOX IN ACCESSIBLE CEILING SPACE F'OR RADIO & ANTENNA =TEMS EQUIPMENT. PROVIDE WITH BLANK COYERPLA TE. THREE PHASE FRACTIONAL OR INTEGER HORSEPOWER MOTOR. NUMERAL IN PLACE OF' "M" INOICA TES HORSEPOWER. SINGLE PHASE FRACTIONAL OR INTEGRAL HORSEPOWER MOTOR. MOLDED CASE CIRCUIT BREAKER. "AF" INOICA TES AMPERE FRAME. "AT" INOICA TES AMPERE TRIP RA TING AND NUMBER OF' POLES AS INOICA TED. SUBSCRIPT INOICA TES TYPE. NO SUBSCRIPT NA MO DRY TYPE TRANSF'ORMER. THERMAL MAGNETIC NON-AUTOMATIC MAGNETIC ONLY CURRENT TRANSFORMERS. ·c.T.s" POTENTIAL TRANSF'ORMER, P.T.s". UTILITY METER SOCKET, WITH C. T.s, CLIPS, ETC.. PER SERVING UTILITY COMPANY. GROUND WELL WITH GROUND ROD. GROUNDING ELECTRODE SY STEM CONDUIT RUN. "GROUND F'AULT INTERRUPTER" GROUND F'ALII. T PROTECTION DEVICE. GROUND F' AULT SENSOR. AMMETER. VDl. lMETER. USAGE (KILOWATT HOUR) METER. DEM ANO (KILOWATT) METER. SYMBOL I • I 2b .. 1a Do 3k 5a [fil [QJ 100AS OJ JP 100AS l!l.l 60AFU JP O 30AS F' ISi-' 20AFU JP -TV- -s- DESCRIPTION F'LUORESCENT STRIP FIXTURE. LOWER CASE LETTER INOICA TES CONTROLLING SWITCH. NUMERAL INDICATES CIRCUIT. SHADED CIRCLE DENOTES F'IXTURE WITH INTEGRAL EMERGENCY BATTERY PACK UNIT. WALL MOUNTED LIGHT F'IXTURE AND OUTLET, HID. LOWER CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. SHADED CIRCLE DENOTES F'IXTURE WITH INTEGRAL EMERGENCY BATTERY PACK UNIT. POLE MOUNTED PARKING LOT LIGHTING F'IXTUR'E ON CONCRETE BASE. LIGHTING F'IXTURE IDENTIFICATION SYMBOL. LETTER INOICA TES F'IXTURE TYPE. NUMERALS IN LOWER HALF' OF' HEXAGON INDICATE F'IXTURE WATTAGE (INCLLIOING BALLAST WHERE APPLICABLE). NUMERAL OUTSIDE TOP OF' HEXAGON INDICATES NUMBER OF' F'IXTURES REQUIRED. NUMERAL OUTSIDE BOTTOM OF' HEXAGON INDICATES MOUNTING HEIGHT FROM F'LOOR TO BOTTOM OF' F'IXTURE. OMISSION OF' MOUNTING HEIGHT INDICATES CEILING MOUNTING. SWITCH. LOWER CASE LETTER AT BOTTOM INDICATES OUTLETS CONTROLLED. CAPITAL SUPERSCRIPT INDICATES SWITCH TYPE. MOUNT AT +48" TO CENTER, NO SUPERSCRIPT 2 3 4 K M -SINGLE POLE SWITCH -DOUBLE POLE -THREE WAY -F'OUR WAY -KEYED SWITCH -MANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION 20AMP, 1 POLE, U.N.0. WALL MOUNTED PASSIVE INF'RARED OCCUPANCY SENSOR MOUNT AT +48" TO CENTER. LICHTING DIMMER CONTROL SWITCH • REFER TO SPECIF'ICA TION5. DUPLEX GROUNDING TYPE RECEPTACLE. 20 AMP, 125 VOLT, 2 POLE. 3 WIRE. OUPLEX GROUND F'AULT INTERRUPTING TYPE RECEPTACLE. 20 AMP• 125 VD!. T, 2 POLE. 3 WIRE. TWO DUPLEX GROUNDING TYPE RECEPTACLES IN 45 BOX, 20 AMP, 125 VOLT, 2 POLE. J WIRE. F'LUSH FLOOR MOUNTED DUPLEX GROUNDING TYPE RECEPTACLE, 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. •c• INDICATES CEILING MOUNTED. SPECIAL PURPOSE OUTLET MOUNTED IN F'LUSH WALL BOX CONNECTED TO EMERGENCY CIRCUIT PER SPECIF'ICA TION. LETTER INOICA TES TYPE. A -NEMA TYPE 10-20R (125/250 VOI..T5. 1 PHASE. 3 POLE. 3 WIRE, GROUNDING, 20 AMPS) B -NEMA TYPE 10-30R (125/250 VDI.T5. 1 PHASE. 3 POLE. 3 WIRE. GROUNDING, 30 AMPS) NON-FUSED DISCONNECT SWITCH. "AS" INDICATES SWITCH AMPERE RA TING. •p• INDICATES POLE RA TING. FUSED DISCONNECT SWITCH. "AS" INOICA TES SWITCH AMPERE RA TING. "AFU" INOICA TES FUSE AMPERE RA TING. •p• INDICATES POLE RA TING. COMBINATION FUSED DISCONNECT AND MAGNETIC MOTOR STARTER. "AS INDICATES SWITCH AMPERE RATING. "AFU" INDICATES FUSE AMPERE RA TING. "P" INDICATES POLE RATING. NUMERAL ADJACENT TO "F" INDICATES STARTER SIZE. CABLE TV S,SIEM CONDUIT RUN WITH CABLE. 3/4 INCH CONDUIT MINIMUM, UNO. NUMERAL ADJACENT TO "TV" INDICATES QUANTITY OF' CABLE5. NO NUMERAL ADJACENT TO "TV" INDICATES 1 CABLE. CATV SYSTEM SIGNAL OUTLET. MOUNT AT +96 INCHES ABOVE FINISHED F'LOOR UNLESS NOTED OTHERWISE ON THE DRAWINGS. F'LUSH MOUNTED CEILING SPEAKER WITH PROPER MATCHING TRANSF'ORMER. BACKBOX ANO GRILLE. VOLUME CONTROL. MOUNT AT +4B INCHES UNLESS OTHERWISE NOTED. SOUND SYSTEM -CONDUIT Rt!N. 3/1, INCH CONDUIT MINIMUM UNLESS INDICATED OTHERWISE ON DRAWINGS. REFER TO DRAWINGS AND SPECIFICATIONS F'OR REQUIRED WIRING. SYMBOL ◄w "' -r- -JH- -JHR- -CT- [HJ~ ,... 15cd V30ed 75cd 110ed DC 75ed 110ed ~ DE9CRIPTION TELEPHONE TERMINAL BACKBOARD •II IB". 3/4 INCH F'IRE "IREATED SANDED AND PAINTED CPX PLYWOOD, 4• X B' UNLESS NOTED OTHERWISE. VOICE OUTLET. MOUNT AT +4B INCHES. COMBINATION VOICE/l>ATA OUTLET. MOUNT AT +15 INCHES ABOVE F'INISHED F'LOOR UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIOE (1) VOICE PORT ANO (3) DATA PORTS. COMBINATION VOICE/l>ATA OUTLET. MOUNT AT +15 INCHES ABOVE F'INISHEO F'LOOR UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE (1) VOICE AND (2) DATA PORTS. F'AX-1 (ANALOG) OUTLET. VOICE OUTLET, AT + 15" AF'F'. COMBINATION VOICE/DATA OUTLET, FLUSH F'LOOR MOUNTED, PROVIDE (1) VOICE PORTS ANO (2) DATA PORTS. PHOTOELECTRONIC TYPE SMOKE DETECTOR, CEILING MOUNTED. REF'ER TO SP'ECIFICA TIONS. HEAT DETECTOR MOUNTED ON CEILING OR WALL PER DRAWINGS. COMBINATION RATE OF RISE AND 135 DEGREES C F'IXED TEMPERATURE TYPE. IN CEILING MOUNT THERMAL DETECTOR. REFER TO SPECIFICATIONS. ADDRESSABLE INPUT MODLII.E REFER TO SPECIF'ICA TIONS. ENO OF' THE LINE REGISTER "E.O.L. ". F'LOW SWITCH TAMPER SWITCH F'IRE ALARM SYSTEM CONDUIT RUN. 3/4 INCH CONDUIT WITH F'IRE ALARM CABLE. REF ER TO SPECIF'ICA TIONS. NON-CONTINUOUS "J-HOOK" TYPE SUPPORT SYSTEM F'OR VOICE. DATA, ANO VIDEO SYSTEMS CABLING LOCATED ABOVE F'INISHED CEILING. REFER TO SPECIF'ICA TIONS. NON-CONTINUOUS "J-HOOK" TYPE SUPPORT ~ F'OR RADIO & ANTENNA SYSTEMS CABLING, LOCATED ABOVE F'INISHED CEILING. REF ER ro SPECIF'ICA TION5. CABLE TRAY SYSTEM. REFER TO SPECIF'ICA TIONS. F'IRE ALARM ADDRESSABLE CONTROL PANEL LCD ANNUNCIATOR WITH ACKNOWLEDGE, SILENCE ANO RESET KEY F'IRE ALARM MANUAL PULL STATION, MOUNT AT +48" AIR DUCT TYPE SMOKE DETECTOR PROVIDE VISUAL "CLOSED" INDICATOR LIGHT IN CEILING ADJACENT TO DUCT DETECTOR F'IRE ALARM HORN ~ MOUNT AT +90" AF'F' FIRE ALARM STROBE LIGHT MOUNT AT +BO" AF'F' OR S" BELOW CEILING WHICHEVER IS LOWER COMBINATION MINI-HORN/STROBE LIGHT, MOUNT AT AT +ao· AF'F' OR s· BELOW CEILING WHICHEVER IS LOWER COMBINATION F'IRE OAMPER SMOKE DAMPER. FURNISH ANO INSTALL CONTROL RELAY ANO CONNECT PER CONNECT PER MANUF' ACTURERS REQUIREMENTS. PROVIDE ALL POWER AND S'rSIEM CONNECTORS TO DETECTOR ANO OPERATOR, PROVIOE VISUAL "CLOSED" INDICATOR LIGHT IN CEILING ADJACENT TO DAMPER. F'IRE ALARM CONTROL RELAY. SYNCHRONIZING MODULE. ..., V, THE. INCLUO~ ORAW(NGS, SPECIAOATIOMS,. IDEAS,. DESIGNS ANO ~EMENTS RE~Tl:.0 THERE'.EIV ARE:ANO SHALL REMAll't Tl>\E ?~PERTY OF RRM DISSIGN QROUP ANO NO PARTTHERECIF SIWJ. Bi.COf'l&D.CISCI.OalD TO OTHERS OR.USED IN CONN~TICN WITH NN WORKORPAOJECT OTHER THAN THE SPECIFIC PROJECT FOl\"11HICHnteY HAVEl!l!£N ~DANO tE\/8..DPEDWITHOU!' r1-1e WIRITTa. co,,se,jT OF RRM DESIGH~ROUP. lli8lJALOONTAC'l"wmt [l'I~~~ ORSP~F.C,.,TIQl<i5 SHALL cows mun;: C0NCLl.lSNE EVillENGE OF ACCEPTANCE Of' THliSE RES"IRICTIONS. SUBMITTAL.OF THE::iE OOCUMl=NTS FOR PUBLIC AGENCY REV~ SHALL NOT DE CONa!DERl=DA. WAN~ OF RRM DESIGN. GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation 'i- ...J => CD ~ • n.11 I\WIII .... !l "' a. ::s e 00 c:: 00 ·-V> Cl) "'C " "' ~ w 5 w "' E i.... i.... ~ id il, z ~ 1 ~ ~ ~ ~~ ~o i !I • I! ~ ~, . . . . ~ 0 -..I .... -0 0 N < 0) LI. < ~ Oo D!S (I) z ~ ,:) I-z ......,__,.. .. -z cu ~ .Q II) -I-... cu a::: 0 w >,. 0 cu z 3: 0 C: 0. 0 en-w ... " 0 .... g (I) IC) 0::: N -LI. ~"' r•e&mfi ;,: September ""9, 2009 eAb f!iLE E0-03.dwg ... .-. 1107570 son E-0:3 Cl) Q -1- ..I < ..I -o> mw :E a::: > al Cl)~ t -TERM TERMINAL 1 • CEILING LIGHT F'IXTURE ANO OUTLET, HID, FLUORESCENT, OR -PA-PAGING SrSIEM CABLING. REFER TO DRAWINGS F'OR ! ~ TELEPHONE BACKBOARD 1a INCANDESCENT. LOWER CASE LEIIER INDICATES CONTROLLING SPECIFICATIONS ANO REQUIRED SIZING. ~ CITY OF CARLSBAD rSHEETSJ !!)' T'l'PICAL SWllet,. NUMERAL INOICAiES CIRCUIT. SffADED SYMBOt. @d_ EXTERIOR SPEAl<ER, WEATHERPROOF'. ~ ENGINEERING DEPARTMENT ~ -, ------"':-_ --n---•:•PS1r,v1-------+-----♦vn..t1-~ESS-NOTE0--01'l'f'ER11¥1S1E-----------J------I----------------------------Jl---------l-1NDICAIES F1X1tJRE-W1Tft-lNIE@At. EMERGEN'CY-BATTERYf---ll-----WP--1 ,p.,R'"E'-'CA;.,.ST,c,CON=,,.CR"'E""l""E'U"'N""O'"ERGR..,.,.O"'UN"""D.---.,PU""'LLBO--..,,.,X'F'"'OR...--------l------l--------------1-11e-1e-,MPROVEMEllT'PLANS-FOR.:·-------------- ii ., UNINTERRUPTIBLE POWER SUPPLY PACK UNIT. 'c' ------e' v VOL TS L;<J COMMUNICATIONS SYSTEMS. CARI.SBAD-JOffff FIRST RESPONDER TT?AIMIVG FACl!.11Y ~ w WATTS F'LUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE IE! POWER SiSTEM UNDERGROUND CONCRETE PULLBOX. SYMBOL LIST & ABBREVIATIONS i ~ WEATHERPROOF' r--.---i LETTER INDICATES CONTROLLING SWIICH, NUMERAL ::l XF'MR TRANSF'ORMER ~ INDICATES CIRCUIT. SHADED CIRClE DENOTES F'IXTURE ; _ ta WITH INTEGRAL EMERGENCY BATTERY PACK UNIT. [I INTRUSION DETECTION DOOR SWI i Ctt. CONCEALED IN DOOR F'RAME. ROLLER BALL TYPE UNLESS NOTED OTHERWISE. REFER TO SPECIFICATIONS. ROUTE WIRING THROUGH STEEL DOOR F'RAME. ---- APPRQ.VED WIWAM _E. __eut,MM ~-, . r~ ~~ DEPUTY CITY ENGINEER PE2B176 EXPIRES~J/31-/10-~-oA ~ OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: PM -463-1 RVWD BY: I'll ::,,oc,o,_ i ' --------· -_J · . \ ' ------------------------ - :;. ~ {l i ,;; § "' "' "' g ., -! ~ t :,,; I e -• ~ -g t t -~~ .. -~ -i ! g -"' <'i <:i .. --"' !CERTIFICATE OF COMPLIANCE (Part1 of4) LTG-1-Cl PROJECT NAME DATE FIRST RESPONDER TRAINING FA"l1 ITY 5/6/2009 PROJECT ADDRESS 2560 ORION WAY CARLSBAD I I PRINCIPAL DESIQNER-1.IGHTING TELEPHONE Buikl!ng P1:1rmit # ====N~E~S~T~O~R~l~G~~~C~~~-------~~00=9~.4~"~-~M~1~5'---I, 1 DOCUMENTATION AUTHOR '" .,., TELEPHONE ChedUldby/Data TMADT,..,lor&Gains,PAS, (626\351-8881 • u- GENERAL INFORMATION DA TE OF PLANS UII.OING CONDITIONED FLOOR AREA CI.IMA.TEZONE 5,, 26,171 Sq.Pl. 7 BUit.DiNG TYPE. ~ NONRl58tDElfflAl. ~ HiGH RISE RESIDENTIAL. CONDmo~ SPACe& UNCONDITtON!D SPACB PHASE OF OONSTRUC1'10N I:&) .... CONSTIWCTION D ADDfflOM H HOTEUMOTEI. GUEST ROOM IND001l&OUTDOOR91GNS D ALTERATION METHOD oF uoHTING (XI COIP'LETE BUit.DiNG D AREA CATECIORY O TAILORED D PERFORMMCe COMPLIANCE D COMMON UGHTINO [TATEMENT OF COMPLIANC~ This Certificate of Compliancs list& the building features and perlormance specifications needed to comply with Title 24, Parts 1 and 6 of the California C,ode of Regulations. This certifioate 11tppliBl"l only ta building lighting requirernems. The documet I talion preparer herel:,), certmes that the doeul'Mi• ItaHt.H I Is aeeumte and complete. DOCUMENTATIONAUTHOR fSIGNATURE .__ IDATi -I .25= I ,o ~o/,,-, The Principal Ughting Designer hereby certifies that the proposed uildingl'.iesign represented in this set of construction nts ts c:onslstent wtth the other compllentle mrms and worksheets, · ~peclfft:etlons, and wtt:h any athl!!II" calculations submitted ¥Ith this pe,mtt appllcatlcn. The pmposed building has been designed to meet the tlghtlng requirements contained in Sections 110, 1 9, 130-132, 146, 148& 149ofTrtle24, Part 6. 0 The plaM& AJWfllmlt:ns nan thB 111qumnenls of Part 8 ~SectiDr!s 10.103a). 0 The lnslallllllon certlffcates meet the~ of Part:6 (1MD31!13). 0 Thb tij)&ii:IIIDh & maJ11lai811W ild\.Wii■llt»i ,neetthe '8qu1Pemams.of Part.6 (1M03c). Plee9e Ct,eck One: (l"hese sections of'the. Business and P1urossiuns Code are printed In full in the Nonl'99idential Manual.) O I M,aby ""'""' that I an Rllgl~ ur,d!r the pral,'li!llr!M of Dlvil!IIDn l af Iha Buslneea and Profeeslons Cada b sign 1hls docum9fll aa the paP90fl. reeponslble far its praparatiOn; end that I am llcenHd in the State of Cellfmlla • a cMI engineer or electr1ell angtnaer, or I am a llmtnsl!d archlta:: 0 I affirm that I am eHgible under the p~lan• of DMslon 3 r:#lhe Business Md P1ofwlol,a Ood8 by~ 5537.2 a,8737,3-tn sign ttiis doo-,t,. M th& peW l'tJ9POl'ISib~ ffil' fll!I prepandk.n; and thal I llffl a llaensed w,Ib-aclur j)i61h,w111i119 this work. □ I affirm that I mn ellglbl& under the emmplb. \.) mvlillm s of the Ekalrw and F'rmellslons Code b elgn tt,h dl:w.. 11 ,s, 1l MICl!luee ft perlalnS to a i5lnKllul'IIDt't,p8cfworll_ I Po&d .s....-n,:,tpursuarrtlD Buainlln and Profeak.rm CodeSecllons5537, 5538andffl31,1, AL 1.113HTl!'lll,j uc.;:1IGNER-.-..-i1e. f SIGNATUKt:. -~ ,~A,,._ 1UC. # NESTOR IG~CIO . ~ '"-~i>-..., I EJll>lf,. ,,_ LIGHTING MANDATORY MEASURES ,, J Indicate looatton on plans al Note Bicek mr Mandato\'y ~ LIGHTING COMPLIANCE FORMS & WORKSHEET=c,a box i ia i ml. TG-1-C. PMts 1 of 4 and 2 of 4Cl!rlffimrlB of Compliance. Pert. 1 of 4 and 2 of 4 are required for all st.tbmlttals k:JLTG-1-C, Part 3 ot 4: Certtftcate of-Compltance. Part 3 of 4 submlllal Is required onty tf' Contml Credtls are claimed iiLTG-1..C, Ftart 4 of 4: Certificate of CompHsnce. Part 4 of 4 submittal is required when lighting oornmts are installed LTG-2-C: 1..-r Lighting S.hedula L TG-3-C: Portable Lighting Worksheet □L TG4-C: Lighting Conlrols Credit WorlcshMI IIIL TG-5-0: Indoor Lighting Power Aliowal ,ce LTG-5-0: Tallored Melhod Wnrlcs- LTG-7-C: Ream Cavity Ratio Works- L T=: Common Lighting Systems Melhod Worlcsl1eel L TG-9-C: Line Vo,.._-= Track,-'-htt-Worksheet IJaar "-!WIIDBJ:5557A P ;'\of13 lrNDOOR LIGHTING SCHEDULE (Part 1 of 2~ LTG-2-Cl f ROJECT NAME. = FIRST RESPONDER TRAINING FACILITY fiNSTAbbED J.l~HT)N~ PQWER !!aft: ~FJl51Tlt'iR~B gpACES Luminaire La~~ ~ ~~z c•c ii 333 t"-g i ~g-~ .. ~ a'" ..... ~ .. _A1 _ (2)_4 fl Fluorescent _TB Rapid start t:IBG . ~-_,.. A2 (3) 4 ft Fluorescent T8 R..pkl Start EieG --< ...,. "" (;j) 4 fl Fluor86C8ril T8 Rapid Start Elec < .,. □L .~> .. n t-Iuorescent 18 r<apid StarttIec • .,. C 1) 4 ft Fluorescent T8 Rs.pi ...... tart Else L ___ ... D {1) 4 ft Fluoreacent T8 Rapki Start El&c I .... F ~) 1~ Compact Fluor ascent Triple 4 Pt, _ . .. lee G 1~~~~~'t1\ Compact Fluoraswnt Tnpla4 f-• ... H (2) 4 1,, uorescenl , o ~id start Elec • .,, I (1) 4 ft Fluor1:1Scant T8 Rapid StartEl&c. --.,, J ~{ 24w Linsar AuortiSCtinl TS HO Elec ?Al IDATE 5/6/2009 I I lnstaltad Y'l'atts F • 1-1 I ~!!'"' E: ~ C ~ z 1,:;f ~~3 3'15~ •o C 5"m cr ~~&f iil"rn S'Q,3 M Ill![ --· s.o i [( .::::iif [ "s. a _..__, --V •c ~ 1' AA• .. ~ ,,_ 1' -· .. •• ·-- 1' ..... , .. ..., ,, n.,.• • .,,.. V rAI . --- 1 ~· V •• .. , ., =• V --,-- • .,., r " '>Al . -·-· • r "" r V ·~ 7 -.... ,., • r .,,. r y .,, ~D.I 1 r ,, .. V A •• PABefflTAL l 22:6181 BUILDINGTOTAL(surndanpagas) 22 618 PORrABlEl.lGMTING(F,Dm-LTG-3-C)LJ CONTROLCRl!Dn" ...... LTG-4-C) LJ;====i -,.,sm)ACTIMI.WATTS ! 22.618! EnerpyPro.-4.,4. by EnatoySoft. JQa Mumosr-. 200&.040 Paga:4af13 jcERTIFICATE OF COMPLIANCE (Part2of4) LTG-1-9 PROJECT NAME CATE FIRST RESPONDER TRAINING FAC11-ITY 5/6/2009 UNSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED WATTS NrT'IILI.ED UOHTING. ctMDi I KMEC ::J~ACiS{Pl'om I. TG-K) 1-_;-iZ,1~1111,·_ .. PORTABLE LIGH I ING (Fram L T0,.3-C) 0 UGKnNG CONTROL CRl!!DIT, C0NDfflONED 9PACm 'Fntm I. '1"G,,4,c) 1----"--I CONDITIONED SIIACE ADJUSTED l!IIS'T'AUED LIGHTING POWER L---IZ.I· •1111.••_.1 1"8TALLED I.IGri I ING, UNCOhbi I IONEC, SP :es (Fl"em I. TG,2..C) § 1.IGHTING CON I ROi. mtl!!DIT, UMA>NDITK>NED SPACES (Fnn L TU,,,lllloC) UNCONDfflONED l!IPACEA!UueTED INSTALU!!D LtGHnNG POWER 0 ALLOWED INDOOR LIGHTl"IG POWER FOR CONDrTIONED SPACES Iii! □ D COIIPI.ETE BUii.DiNG MrntOD I"-L TG-8-C) AREA CATWGORV M!TM0D (l'rmn L TG,5,C) TAILORED METHOD (Fram I. TG,5,C) IALTERNATE COMPLIANCE □ PERFORMANCE-MEI HOO Q COMMMON LIGIITINGS'l'STEII IF,_ L TG-8-C) Al.I.OWED LtGtfflNG POllfmt.l ,_ _ _..., ..... B?B...__,l [AliOWE15 INDOOR LIGATING POWER FOR UN¢0Nbl fibNEB SPACES (from LTG $;¢\ 0 IMXNDATQRY INDOORAND OAYLiGHfiNGAUfOM@¢ CONIROLS CONTIIIOI. LOCATIO (RoGm#I CONTROL IDENTIFICATION CONTROl.. TYPE 'L1:~!..l NOTE TC tAuta Tim& Swik:h. Dimming. etc.J SMC= CON I ROI.I.ED ,-ligh. FIELD ... l.oi8r hi.Imber: 5557 A Job Number;2006.040 P ;2of 13 !INDOOR LIGHTING POWER ALLOWANCE LTG-s.q ROJECT NAME DATE FIRST RESPONDER TRAINING FA~•~:l:Ll~TY~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;~5/6/2009~:~~:;;;;;i ll½f-----a_u_,1.0_,._o_""_TE._"""" __ 1_•..., __ -__ •_•_•_T ___ _,, __ ) ____ 1, 1 f-.:..='•:::A~.a.TT"":::s-1 ~I-AL.,w•.,~=-D-1 ~omp Btctg Office . 1.10 ~ 28 678 AREA CATEGORY METHOD -CONDITIONED SPACES AREA CATEGORY (Ffflffl 8ectio11 -Me Tabla 1"'6-C) UNCONWTIONED SPACES Comp.._ Building and Area C,nagory Method• Pram s.ct:lon 1,41 Tabl• 148-MC~ ~ -UNCOND ON SPA'"ES WATTS AREA P£RSF •= Al.I.OWED WATTS PA8E Ttn"ll.l II I BUii."""' Ttn" .. .i 11 .. _____ _.1 AREA. WATTS fflTAI.ALLOWED WATI'!I~ (Fram L 'TG&C or from ca.nputar nan. WATTS PER9F AREA -F• ALLOWED WATTS II I 11 ... ~ ........... I W.11.TTS TOTAL UNCONDII WJNED SPACES ALLOWED WA~ (Frcan LTG-5,,Cand 1.TG.a.c~ Pro4.4 D UM,r Numbw;5557A Jo~ Nwnbai::2008.040 p oi 13 jcERTIFICATE OF COMPLIANCE {Part4of4) LTG-1-cl PROJECT NAME FIRST RESPONDER TRAINING FACILITY IDATE 5/6/2009 Designer: This form is to be used by !he designer and -ched to the plans. Listed below are all !he aooeptanc I, le!rts for lighting systems. The designer is required to check the boxes by all acceptance tests !hat apply and list all equipment !hat require an a=pta, "-9 test If all equipment of a certain type require, a test. list the equipment description and the number of systems to be les!ed in parentheses_ The NJ number designates !he Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate !he person responsible for performing the tests (i.e. !he installing contractor, desig professional or an agent selected by the owner). Since this form will be part of !he plans, completion of this section will allow the responsible party to budget for !he scope of work appropriately. Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, L TG-1-A, Forms shall be submitted to the building departrnen that: Ei A. Certifies plans, specifications, installalion certificates, and opera!lng and maintenance information meet !he requirements of 10-103(b) and Title 24 Part 6. □ L TG-2-A: Lighting Control Acceptance Document -Occupancy Sensor Acceptance -Manual Davligh! Controls Acceptance -Automatic time Swttch Control Acceptance Equipment requiring acceptance testfn-9-_________ I □ L TG-3-A: Automatic Daylighting Con!rols Acceptance Document Equipment requiring acceptance testln,-9----------1 EnwerPro.4.4 \rt E£lllfer5gn. Uaer Number;5557A Job Nwnber.2008.040 Test Pa ormed B~ Pg.3oft3 !LIGHTING MANDATORY MEASURES LTG-MMI PROJECT NAME FIRST RESPONDER TRAINING FACILITY !CATE I 5/6/2009 DESCRIPTION Desfnner Enforcement IXI IXI !ID t3't(d)1 Fw9't191'Y floor, 1111-lnllirlar Hat,ffng .,.._,.shall ba -.ulppedwfth L w.-,ata __ ,. canlfol to9hUt offtha Ughtlna-Thi. utomallcaantrol ai.11 mNttlle..........,. Df 9actton 119 and fl'Nl)I bl,• aeaupllNl!J--, ■utomllllc ttrr.. 9Wftch. or Dther dnfCII capable tJf IIJlOiilaliMlty sflutltng alfthe llghllng.. i3'1d)2_ ... _. ____ .. ___ ,. µ:o ldad.ithamMUII, lbtewrtdaswlll:hlnalghtofthellght,I. n..a,..olf D¥arldelsnottoaceed5,000 ......... 119(h) AulamltlCC!MtlelDllvleel.aCalHIIIII. AlautamallcaontreldwlcN ■p■cffled,.,. earttfted. au ateafMtaa11lllprnent at.II be Nl"lffled and..,... ... dlNCtMI by the ---111 Flum 1tl!alat:andl.umhllreac.rur.t. Allftuo ,ttbdurH P llladfarthe prajact.,. cwtlfladl and listi9d In tt1a DnctDry. An tnstalled t'bftunHl s,_H ba eartffllld. 13t(a) tndlnluat Room1ArN. Contrals: Eaeh room and .,_lnthll bulldlng la llllppplldwtlh lf I I ••wltehoroccu,ancy•MMdeVleeferaaah ... wllhflDarla calling -131(b) Unlrann. lltaductfon ror lnlllvktual Rli:MMM: Ml ftllDlli& and areu ....., than 100 aq-,.fNtanctfflCM'9tlW\0.8WlltlsJMF ..... faataPMghllnglaml .... be conllallad w1ttt bMWet 9Wftchlng fDr unlfann ntdUellDn af llgllllllg wtthln 1h11 l'DIIIIL 131(1=) DllytlgMAnaCanlrol: AH,mwftt..wi, J andSllyllghtsthat:.,......,thi!lin ~-. .... -r.n..mctthalallawft:w6-.rr.c:ttve ... of daylight In-the-a,_..._....,_ 90%, aftM lmnps lneach daylft.,._contrahd by-a F ntaswftcll; o,IM llft'actMI --afdarfllht..totbaaccompllahact..._tbe•h r ■.,_www,u, -,ee11y _.....,. by a lllltldtng on the ad_facant 1oL Dlagnm of■.......-ctu,tngdtlrelMtlilnH aru.,....i.lnctudlldon---. f:11(9) Dfllptay URMfnll,. Display lgttttng .._n be-....,._lyawffnt.d-an ahautlil ttm ... 20 amps 0, ..... Erl$1' m"'-4 b Sod User NWTibw; 5557A JQO Number:. 2008.040 :13of 1a I Ttic. INClLUOt;UDRAWt~ 8P~IFICATIONS,.lllEA$, DESIQNSAl,10. ~TS~an~D TliEFEBY AAEAHOSHAU.Ra.Wtrt TliE PR.CIPERTY OF RIW D..a.GN GROUP ANO NO PART Tl-lEREOF SI-W.I,. BE COPIE[I. Ql9" OSED TQ OTHERS IJR u.sEO IN. CONNECTION WITH -WORK ORPRa.Em OTHER THAN n-ie:i.PECII-IC P~ECT FOR ""HICfl THeY H.A\IE BEEN PREPARED AND DEVELOPED WITHOUT TliE ll'IRilTBI.CONSENT 0F RAM DESlGM GAOi.JP. \IIBUALOONTACT WITH TPlalE. llAAWINGB OR SM:ClfiCATIOMs.&IM.L.Cffl,SITT1JTE~Ma. E\IIOEl<!Clo OF ACC;EPTAl<oCE OF Tol;ssE. RESTRICTIOttS. SUBMITTAL.OF Tl,ESE. COCUMe!<ITS FOR P08~1C AGENCY RNIEW SHALL NOT BE CO~IDEREU Ai WAIVl!R OF' AAM OESIGN GROUP'S RIGHTS. RRM DESIG"I GROUP COPYRIGHT 2008 RRM is a California Corporation '1-- ...1 ::> CD ti) <( • ~ "' " m I! w ~ I!! !i ~ ~ z ~ ~ e > . ~ ~ ~. □ ~ ~t • □ -~ ~ ~ ~ ~ ~o ::i ...... 0~ < (l') u.. < Oo z --"O z ltl -.0 c2 ~ ~ ltl 0:: t.) w >-i ~ 0 C 0., 0 U> -w ... 0:: 0 ,_ g "' It) 0:: N -LI. --"' bk 6i6 fif September 9, 2009.=--- E0-04.dwg ........ 1107570 ...... E-0.4 CITY OF -CARLSBAD SHEETS 248 ENGIIIIEERINC DEPAR'!MENT IMPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPOND'=R mAIN/fVG FAC[fTY TITTLE24 APPROVED ~WAM,..~ PWMM•R ~ ,") -~~ ~ ,,..-~ __,·:;;,: b. ~ .b .. DEPUTY C1TY ENGINEER PE2B! 76 EXPIRES J/J! /10 -40A1 OWN BY: " CHKD BY: _.D.,M,__ RVWD BY: NI PROJECT NO. .}QEj3 I ORA WING "10. . 463-1 Cl' -:r 0 (1) (1) ~ ,..,. '"" C) ID 00 .f>,, 0 er, -w IV ' ~ I-'> 00 - i -' ' !CERTIFICATE OF COMPLIANCE (Part 1 of 2) OL TG-1-Q PROJECT NAME DATE 5/6/2009 FIRST RESPO ER TRAINING FACILITY PROJECT ADDRESS 2560 ORION WAY CARLSBAD PRINCIPAL DESIGNER-LIGHTING NESTOR IGNACIO TELEPHONE 909.477.6915 Building Pa1mil# D ONA 0 TMAD T or & Gains AS TELEPHONE 626 351-8881 Checked. by/Date Etdc.m1w11~ U.. 5/06/2009 ..,,. FUNCTION T¥PE 1XJ Olffl!OOR LK3>mNO D 01rmoo,u110NS 01NDOORSIGNS PHASE OF CONSTRUCTION rii] NEWCONlffRUCT10N □ ADDITION □ AL Tl!RAT10N NC This Certtffcata of' Compliance lists the outdoor fighting eyetem specifications need t'0 compty with Title 24, Parts 1 and 6 of "the CslifDmia Code of Regulations. This certificate applies only In Dlrildlng lighting requll"8fflffl1ts. The drxunentatton Pf811Brer he,e eeniffes that the rh'lumentetlon is emirate an=d;.;""=m.:p=le="'::.·------,,..,,w----1 DOCUMENTATION AUTHOR IGNA.TURE. .. ~ ......... ---... DA ,,,_ ~ -,,,,, The F'linelpal Llghllng Deolgnor h..,,t,y _ that the p"'poood oeutt\oor.""'ting and signs daslgn o,p..,..ntad In this sat of oanstructfon documents Is consistent wfth the other mmpllence forms WDfksheels. with. the specfflcations, and wtth any ether ealoul&llons suhmlllod with this pemilt applleallon. The P"'P011od building has baan daslgnod lo maal the llgh11ng ""!Ullemen!s conla,_ In Sacttons 110, 119, 130 th"'ugh 132, and 146,and 149 or TIiie 24, Part6. P'tease Check One: (The96 secHcns cf the Business amt Pmfessfons Code era printed ln full fn the Nonl'BSldentlal Manuel) 0 I hereby affil'ffl. that I am eligible under the proYiaions of Division 3 of the Business and ~rofesaions Code to sign this document as the pel'SOn responslb~ fbr its preparation: and that I em ltcenSed in the State of Ca!ifomla as a civil engineer or alactrtcal engineer, or I am a licensed architect. O I affirm that I am eligible under the proyilions of Division 3 of the Busil'lels and Professions Code by Section 5537.2 or 6737 ,3 to sign this document as the pemr,n responsible hr its preparation; and that I am a licensed oontractor performing this 'NOrk. O I affirm that I am eligible under the exemption to OM!llon 3 of the Business and Professions Code to sign this document because rt pertains to a structure or type of work described as exempt pursuant to Busine:,s and PmfessiDns Code Sections 5537, 5538 and 6737.1. L TG-1-C: Certfflcatl8 of Compliance. Requinld an i:ilBr,s far all submlttala fur outdoor lighting. F'8rt 2 of 2 may be i1100,po,al&d In schar:Y!ts on Either L TG,.1-C or 0L TG-1-C may ba UMd h signs as fblklwa:: 1. Use L 'fG. 1..C ti' the project aar'lll!llets eolely ot indocll" signe. 2. UM L TG-1-C ifthe pn,tectccnststs ofindoer llghtlng, ouldoototindoor9igml, but NII olhar'outrmr lighting, 3. Use Ol TG-1-C tftha pn,jllct mnsllm Mlflly nfrnrlmar -&lgM. 4. Uee Ol ~1-C If the pmfeclcanalsts of ouldoor ltghtlng, outdoaror Indoor signs. but noolhar lndoorllghllng. L ~2-C: LIGHTING COMPLIANCE SUMMARY. Applfcabta parts required for All OUldoor llghllng alkMrar'ICIIS (Exoept:Slgns). TG,.3..C; AREA CALCULATIONS WORKSH!:ET, Applicable peffl iaiunrt hall riulrkmrar-. calculallnnl. TG-4-C: SIGN LIGHTING COMPUANCE. Required for all Internally antJ a.ct&. 1 ally llluminetad signs, b" both fndocN' and OUld0or &ig ..... E Pro4.4 b Ene Jot) Number,2006.040 P :Sof 13 ~LLUMINA TED AREA CALCULATION WORKSHE~rt 1 of 5)0L TG-J-d ~ROJECT NAME IDATE FIRST RESPONDER TRAINING FACILITY 5/6/2009 Hardsca"'"'''" • Method m A,, Hard9ca.-for automotive vehicular UH. includi,_ nark;i-· •-d and•II&- • B ,... ~ " -LI AawaJ Pal/Eld A.aa ¼ 6' fr m r:1 mi ted Ari=a P«',IMwollld= ----· plilruwundlaid. poles or ~Ing ..._..,,... ... lunlnalra& ~ ---are> 6Hmas -__ ., U.01D'willalturtare mountnQ heigtl ofanott,ar -..... ~.;'I,:~~· _.,_ diatanca application LY ~ bysi~a~_. 11 IDau~c '"'"'/"""'JI"'"' ,. ,1.-;;; Ilea Die lumina~ others clu C+D+E+ B-G -~--·-·--• • . " " ·---- B. Hard9cape for pedntlan ,-, iflcludlng P-, •-ks, walkways and blk6WIIJ9 A ~ ,. I ~ " I " I -.. Areas ISFl lo Sub Ir.act from wrlhin the Illuminated Area Al:lmlPlwBd/na+tl ·---lll\jlB-1 lana O!l lllilllll" Poles or !Ilda d path of lPaveL luminaires ~ .,_,.,, ..... Shill include.all are> 6Umes ..... -Sub"latalaf -~pavm-mounting hefgh of another ffl'.IStruolBd: ..... l!ltffl'lll"ll!ltl9dA"91 ·~~~-~lndul!Wllla4ai:an distance. application 01" "C.::" bys~-taaubtlad (Tal:i e 47-B) ... (JP Applicabla) luminaire others (C+D+E+-i (B-G) . . ,,__ 08ac!IDrr,M7(c}18~Eacn~Dfall,lium!rlmDd--•baaa-illnod-"""°Cll'IDlirlhtil9ePr,lllcetior\ancllhe~-IIIOl'lllillaniwilh,aicwalll98'ofh-. □ ::;ec:tion 147 (C_l1 A """ne, ... , ... ,,.nauon areas 1nciu'-"= o . . . areas ~ ... tare '11. u ..... cu,..., or ~.e "l'P ica11on ano are wi_mm a s-;uare pattern arouiii:f",,i ~~~ that is ailt. tmes the lurninail& 1110t,1ntin9 height, with the 11.lrn,,an. 1n tr.a middle. of the petttl,m, i-. ln)I IIIB88 lhat a,a lllihD ?ltlildl'IQS, w'idar canopies. bl,pld 1--orobldn.lctlld · urolhw~i-. E Pm-4.4-Na """-Uaar NwftDIII: 5557 A Jab.Number. 2.008.040.. 10of 13.. icERTIFICATE OF COMPLIANCE (Part 2 of 2) OL TG-1-c:I !LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OL TG-2-cl PROJECT NAME IDATE FIRST RESPONDER TRAINING FACILITY 5/6/2009 !iiiiiili ii ~ Pow IPruiRt.Nllntl. . FIRST RESPONDER TRAINING FACILITY I°".. 5/6/2009 ~ Llghftngpawm, alh::aa1:wfllr..,.Nldafflum1Mtfanan OLTG,.2,,C Part1 of4 Nat Applhalllll ~ pnw]BAi ~w• ·•s-51yc" ■ ''M I •'T-b 147 AllottedWatta. Luminaira ..... ..,,_ I -w " " " " " " " ' ' " . .. ., " @ LlgMlng ..-.r alle ..,far IDeal wen.aw .1fDrNCUrfty"muftfpllafs on OLTG-2-C ~2 Of4 Not:Appll H ~ ·--• 1rnForapectn..appfteallma.ot11ert11an~NPV1Ca-stdanawfflle&..e;,•m:0LTG-2-CPmt:3of4 Nol~p II @ Lighting pewM' allewum farvehict. .... 9lltfon-' ,Ji on OLT0-2,,C .-,t4of4 Nat •ippllcabl !, > ~~i ,. Ii' -~-5' g& ~~ C'~ [f ri n .. 0 • •n .. ~ c• :i: •c 'Fl~ n ~-~ i~v ~it •:!. 0 ... 5. ~· 33 ~l •• ~;; ii' ~~ ~3 ;ii 3 .. .: -i •• ,. .. Llgll~"t.7o"~lcw.Um1 ? -e . C e:e -~ ..., ~1 n ~l [, -,;; •• ~ ,. ~i ~ 0 •• •• l', rrable 14f.J1.\ -~ D (pllan 0 C art.1ng 10.s 40,M 0.1' ...... 11uuw Low Pressure Sodiu X es,eo 2 1...J 1 . 400.' X ,.-i 180w Low f"lress.ura Sodium ,.J ,., 220.' X • .-1 K1 X es,eo 1 @ 8'grl Hgtttlflll cemptllnee • OL "fG.4,C Nol- el lnalal'9d llghtfng P4'"" ,_ been I 7 mh.adln da.www ..fffll 9acllon 130(c)1 Nol- 0 All •••••Ill,: lnlltan.ct hlm....,_wfth lanpa ralldawr 100 w.tts aftlW"hne • :.mp afflcacy of at INat l!IO tumtna per watt er.,. controlled b,-a motkln sensor par Sectian 1•) □ Nol.t,pplk:abt. 0 An l.lntnlllfN wtlh lllmpa ,.._. gNalef'tllan t?S Wlrn. In Mi I outdoor ... -m..t tha Cutnff "-iuitwnenm af 9ractlml 132(b) --. rr..:h&dlg ~•--bulldln.,w:lim w:; cm plea, and alt □ _,.,,,._ el All pamwnantly tn.lalllld Dlddaer ,,..._ n.aata h cantrol rec....l 01:a116 ..rf 9actlen 132(c)1 ............. el l!!IIIRdlng ,._,_, parking leta. ganges, www:upfw, and OllldoDr ..._ •-fflNt: tt.a Mufti LIIWI Lighting RequhwMntaof 9l.c:tlan 132 0) Nat Appr.elibla ~TIC a ~ CO~L~TIOJI CONTROL ..... -~~ ~'!.--· NOTE TO Roam IDENTIFICATION AREA CONI ROI.LED FISI.D Tolel lnslaUodWalts Q E Pro4.4 E Soft Uaet Nt.1mbar:. 5557A J® Ni1mber: 200&.040 ·7 of 13 User NI.Imber~ 6m7 A P!Bdof13 ~LLUMINATED AREA CALCULATION WORKSHEE{ll'art 3 of 5)OL TG:;:aiLLUMINATED AREA CALCULATION WORKSHEE{ll'art 4 of 5) OL TG-3-a PROJ,ECTNAME DATE PROJECT NAME IDATE FIRST RESPONDER TRAINING FACILITY 5/6/2009 FIRST RESPONDER TRAINING FACILITY 5/6/2009 4 • 01,1tdoor Sales Lot Fron and Sales Lot Area. rnamental L htln Canoni Vehicle Service Station HardSC""'"'"' and Outdoor Dinina A B -I -I " F - A ~ -I ~ " I " -1,1 eas lo Su act l'"rom wi-1-1..1n ,he"'um =ea ir o1n o~Wour s..i.... FfOll -,m ·-:ha,.ar ' =" Al.6a between G""88 ,numlnatad P.!]les ar luminainl ~-~--0--Sub total of8'91& that are;,, 6 times of anot r Dtstance (t~ C: u,,,~ M"l'I"'" A,-ea "l~flicali<» the. mounting heig applloation or by signs or other ,~ subtr&t;\ lllutn~t~Armt viaW► from Ta e -7.9 distance luminair11 structuras G+D+E ~he~ .... "°"~ --Ow.• faWlt i9. Non-~les 1,,,anopy lllmnaire ifPa -Lol ..... A<easof ·-" " " " ' --- 0n,an,hl~AIM '°"~t\ edge af Salas l~ept\ (q,;_Dj,'E A~ -Lot-• n. Lvminaira& fee ••• Lot -r.i.F.G\. □Sm:11oJ1147(e}1B•Eachpc,Uonofdliklmlnlad---.efta.igtm.cnly-llgllling~l!lldtllol.DPINlllllara .. ~wfth----uf•-- □ Section 147 ('-)2 B Measured io plan ~iew, only Dlt.1mJJal6d aacliollS of 01.Jl!IOO~ saIei;; hmtage areas thalare [mmedlately adjacent to the principle ~iel!oing location and ,. ~~ Y~"9 larlgtti, ~d ar&Wittiin a mauntlnQ hel\Jhtll-of theflQl'lllip IIS.Y& baan t.l6ed. ~rw cp.ialifying rorttva ali.:i-.ce ~ ~ In plan view bet-. ncl w..wlrr location lffld the frt1n ...._ B Bni!l!illa,Facade A, II A ~ ~ ~ " " ~ LI Arilii& 'SFI ID~ tom wl tl1'o lllumlrul~ ~ Arafanffllch llh.1mination ia. --Obstructed by Available fflr . Other Objects Facada □ :t,:'.Bb.id Name L-,.._ --~~ and Araa. Nol SNb~I 1~~"&1' an Orientation ··1axC\ . . lllwminaled E+F c-,,.. ... -.. ---.. ·-0 0 8000 □ SEicllon 147 (c)1 8 ~eacn. pardon of all IIIUmlrmtedan,aa.hm;b!Mt --~nedonlyone ligllilng11J1pllcallot1,11nd. lheappllcalkN11 a .. OOMiBlllntWlttl act\,atUMof"ll'l&II .... C Section 147 \~ ~. 1 ne area 01 ornamental Hghling includes no more than the tota: area oftha .slta. aw=mat Ill bWildinQ.. Lumma!ras U$Sd for ornamental llg~.Uni;i ea 1 .~ RllBd -61. or 1u1i1ii aNi -JJOl UMld 1o i:ieltinnil\e I PO far ---eral ,YlllTlinallon. ... □ 8ecilDn 147 {e)2 Dw ..,._ind 1ft pl&I\V., ttla-DflllwnlnetectcanDpl&IS lneiude l-horlzontalprojltellonoftheaanople&. . C 6ectlon 147 (c)t F • TneaNIIB ofveh1cle 1181VW6tation hwdlll;llp& inclt.lduonly illumtoatedham8C&p8 af'EIMo beyooo thll horizontal prcj8CUOnoftti&canoP)I in plan - Cl s«:tlon 147 (c)1 t • The-otoultklordlning111M. lnctuaMonl'; illuminM8ll la 1 r 111181.&Ulllld1DaerveanaOD111MJmB1110dendbu,a a ,,_... Cl8edlon-141;l>1B-·Eacnporbont:/fllil,ftlmlnlll!ldaw,__beenwlgMdon¥,,,_lll!I~ pp I\ and lftupp I tiut::s-~'llriln.---Dftna-. □ ~ 141 ;l):i.A-Onlyfa::adel._tlm_ illumirat.i withoutobltnJctknorillll!IINl!11111Qe, DI' on&ot rnore,lumiMI-._ nllVll tlllafl U911d.. I I I r ~·.4 e Uaer Nwnber:5551A Jab Number. 2008.040 ·11 of 13 I ro4.4 bw uaer Number. 5551A. Job NumD81:.200ii.040 p :12 of 13 I c!L~IG::.:.H..:.:T~IN~G=-=C-=O.:.:.M:.:..P-=L=-IA.::.N:.:C:.=E:....:S~U::.:.M:,;;,;M,;,,;;Ac.:;R:...::.Y;;,,,,_ ___ ..,_(Pa_,;,._;,rt..;..3,,,;,.of__,_4) OL TG-2-cl rojoGI.Name FIRST RESPONDER TRAINING FACILITY °"'" I HTN P F SP IFI APP I Tl NS. Luminaira a ount EnerpyPro,4,4 9J En&rp)'6ofl. uaer NumDer; 5557 A JQQ Numbef: 2008.040 5/5/2009 ·onw THE. INCI..UDED-ORAW(NGE, 6P1aCIFICl'l.lKlN-li. ~ DESIGNS ANO Al'l:FVINGEMENYS REPR£SENTEO THEFU:IJY ARE ..... ~ SI-W.L HEIMIN TI-IE PROPERT'I' OF RRM. DESIGN GROUP ANllNO PAR I T~f SW.U. BE COF'IED. OISCLOSED TO OTH~ORUSEO IN CONNECTION Wrn-1 NoN WOlilllC OR PROJECT OTHER. THAN. THE. SPECIFIC PROJECT FOil 'fflilCH THEY HA.VE BEe.l Pl'l:l:P,IIAED, ANO DEVELOPED WlTHCUT ThE WRITTEH OOHSalT OF RRMD£SIGNGROUP. \/ISUALCONT,t,Cl"wmt Thl:Sc.ON.WINGS ORSPECIFICl,notoS SH,t,U, CONGTITUTE.CONCUJSIVE EVIOEMCE OF .ACCS>TNtCE.OF THESE RES1'itlCT[ONS, SUBMITTAL OF THE5E DOCUMENTS FOR PUBLIC AGE.NC'( RB,lle\N StiALL NOT BE CONSIDERED A WAIVE!Fl OF RNot DESIGN GROUP'S Ria-ITS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Callfomta Corporation i--_, ::::> CD (fl < • ~ .... .,.. a. :::::, 0 :i.... tlO C: tlO ·-V, Cl) "'C E :i.... :i.... •• H++-H-l-++-"-1 i ; 5 ................ ■IIIIHII! ••• ■nl!l!l ~o :J .... -o (.) <~ lL o< z t: -,, Z 1U ~~ I-IU a:: (.) ~i 0 C a. 0 U) -w ... a:: 0 I-g u, It) 0::: N -LL. September 9, 2009 E0-05.dwg ...__,. 1107570 ""° E-0.5 ~ N w ..I 1--I- ~ CITY OF CARlSBAD ENGINEERING DEPARTMENT MPROVEMEIIT PLANS FOR: CARLSBAD JO//'fl' FIRSTRESPONOER 7RA!NING F'ACIUTY I I I iLE 24 OWN BY: JL I PROJECT NO. I DRAWING NO. CHKO BY: PM ~ 463-1 RVWO BY: NI i J V\ -;:; (I) (I) . --,-... '-0. '-0 0 -"' ~ <» 0 ~ G} ~ 0\ w I ,-... NTS 2 UGHT1NG FOCruRE SCHEDULE TYPE OESCR1Pl10N FINISH LAMP(S) REIIIARKS IIANUF"AClURER & NO. @ 2'x4' RECESSED MOUNTED, F"LUORESCENT WHITE (2)-32W SEE NOTE BELOW DAY-BRITE TROF'fER, 277V. T8 f2DG232 F"S12-277-1/2 EB 3500'K OR APPROVED EQUAL @ 2'x4' RECESSED MOUNTED, LENSED, WHITE (3)-F"32W LAY-IN T'l'PE CEILING. SEE DETAIL DAY-BRITE LIGHTING rLUORESCENT TROrrER, 2nv. T8 SEE NOTE BELOW #2DPG332 F"S12-2n-2-1/21 EB 3SOO'K OR APPROVED EQUAL @ 2'x4' RECESSED MOUNTED, LENSED, WHITE (3)-F"32W LAY-IN T'l'PE CEILING. WITH DIMMING DAY-BRITE LIGHTING F"LUORESCENT TROrrER, 277V. T8 BALLAST, SEE DETAIL #2DPG332 FS12-277-2-1/21 EB 3500'1( SEE NOTE BELOW OR APPROVED EQUAL (:) 2'x2' RECESSED MOUNTED. WHITE (2)-F"17W LAY-IN T'l'PE CEILING l"tlTH DIMMING DAY-BRITE LIGHTING DIRECT /INDIRECT F"LUORESCENT, 277V. T8 BALI.AST. SEE DETAIL f22DPG332FS12-277-2-DIMMING 3500'1( SEE NOTE BELOW OR APPROVED EQUAL @ 2'x4' RECESSED MOUNTED, WHITE (3)-32W SEE NOTE BELOW DAY BRITE DIRECT /INDIRECT F"LUORESCENT, 277V. T8 121\VG 332 PMW277-2-1/2 EB 3500'K OR APPROVED EQUAL @ 5"x4' SURF"ACE MOUNTED WRAPAROUND WHITE (1)-1'"32 SEE NOTE BELOW DAY-BRITE LIGHTING F"LUORESCENT WITH HOLOPHONE LENS, T8 (frtW 132-277-1-1/1 EB 120V. 3500'K OR APPROVED EQUAL @ WALL WASHER F"LUORESCENT 277V. WHITE (1)-F"32W -LINEAR LIGHTING T8 ,ww2D1ETB-277-PLW-R-BW 3500'K OR APPROVED EQUAL 12"W. CEILING MOUNTED LED TYPE EXIT GREEN F"ACTORY -EVENLITE @ SIGN, 120V. I.ETTERS fRZR-EM-UG-XX-S-B-XX-T; ALUM. F"ACE OR APPROVED EQUAL ffi 6" DIAMETER, RECESSED F"LUORESCENT, WHITE (2)-naw G'l'P. CEILING, SEE NOTE BELOW CAPRI DOWNLIGHT 2nv. OUADTUBE ,cf'62H180-U-F"S2-E-T442EM; 35001( OR APPROVED EQUAL @ 6" DIAMETER, LENSED RECESSED WHITE (1)-F'32W rOR SHOWER ROOM CAPRI ~ F"LUORESCENT, DDWNLIGHT 277V. OUAOTUBE 1Cf'M32W/GX24QH65SWR ~ 35001< OR APPROVED EQUAL ,s i;r 6" DIAMETER, LENSED RECESSED WHITE (1)-F"32W F"OR EXTERIOR, SEE NOTE BELOW CAPRI ~ @ C> F"LUORESCENT, DOWNLIGHT 277V. QUAOTUBE 1Cf'M32W/GX24QH65WBC ,;; 35001( OR APPROVED EQUAL I s• DIA. RECESSED MTD., WHITE (2)-26W SEE NOTE BELOW CAPRI gj' (:i) rLUORESCENT SPREAD LENS WALL QUAD TUBE ,cf'6 2HL26 0-U-F"S2 ;\j WASH OOWNLIGHT; 277V. OR APPROVED EQUAL i @ ROUGH-HOUSE SEVICE F"LUORESCENT MATTE (2)-32W G'l'P. CEILING KENALL ~ WITH POLYCARBONATE LENS WHITE T8 fRHL74MWCP232 EB 1 277 rs t 3500'1( OR APPROVED EQUAL t'i (1)-32W OAYBRITE I S1'ANDARD STRIP F"LUORESCENT WITH WHITE -, f:l @ -l"tlRE GUARD T8 fT132-277 CG4 • 3500'K OR APPROVED EQUAL ! 2 I SURF'ACE WALL MOUNTED WHITE (1)-24W -OAYBRITE ~ @ DIRECT /INDIRECT T5 #A,VM-241-10-PMW-UNV-LENS t 3500'K OR APPROVED EQUAL "' -i;i ••oTE:-PROVfDE-IN-TERNAL.-EMERGENCY-BA-TIERY _PI\Cf<_ UN[[__AS_REOUIR--.:, SEE LIGHTING PLANS. u t ~ -~ " -' .... -.. ' -~ r---------------,~-------7 I I L TG-10 0-~~~GV-ENCLOSURE ,' N r--.... "sYNERGV- 1 "'-LIGHTING CONTROLLER ,l!SYSC-MLX NOTES: 1. OPERATION SHALL BE AS F"OLLOWS: N1GHTLIGHTS(NL) = ON BY PHOTOCELL. orr BY PHOTOCELL CURFEW LIGHTS(CL) = ON BY PHOTOCELL. orr BY TIME SWITCH (OBTAIN SETTING F"ROM OWNER) -2. VERIFY MANUF" A CTI.IRE'S WIRING REQUIREMENT. I ~ I I £ I 1-lcn NET SYl'MB NBAR WORK BUS NET SYl'MB NBAR WORK BUS 3. CIRCUIT LTG2-11 & LTG2-13 CONTROLLED BY DIMMING SWITCH "LTG2-a" 4. CIRCUIT LTG2-7 & LTG2-9 CONTROLLED BY DIMMING SWITCH "LTG2-b" ~~ r I I I "SYNERGY" ·SYNERGY-l"SYNERGV'" I 5. CIRCUIT LTG2-1, LTG2-3 & LTG2-5 CONTROLLED BY DIMMING SWITCH "LTG2-c" THE INOLUUED DRAWl/tlj$, SPECll'K:An01'6S, IDE,l,S, DESIGNSAIIID. AARANGEWcNTS ~131TEO TIEREBY NIIEAhD SHilll.L RElMIN. T1"E P!sOPERTY OF RRM LJ!aSIG" GFIOUP ANO tolO i>ARTTl'tEREl'»' StW.L 11,E, COPIE!l, DISCWBED TOOlHSRSORUSEO lJlCOWNECTlotl WITH J,,l'N WORK OR PROJECT OII-IER l'I-IAh THE~IFlC PROJECT FOl'lWHIC>l.'THe.v i.AVEBEEN PRE:F'ARcON.o D~B..O?ED Wll110UT Tl-lEWRmEkCONSEN.TCFRRMOESIGMGROUP, \IISUAI.COITTl,CTWinl n,,ESc ONrtWING8 ORSf'l;Clf!CAT!CIN&awJ. COMSTLUlll:;CONCL.USiv. EVICEMC.a OF ACCEPTANCE 0.: THESE RESTRICTIONS. SIJBI/IITTAL.01- THE:iE DOCUMENTS FOR PUflUC AGENCV RtVLEW SHAU. NOT BE CONSIDERED A WAI .... EROF AAM OESIQN GROUF'S RIGHTS. i /" RELi\ Y "100UI.E /" DIMMER MODULE r DIMMER MODULE I I/ # S'l'PM-8R / # SYPM-6D / # SYPM-6D I 6. CIRCUIT LTG2-2 & LTG2-4 CONTROLLED BY DIMMING SWITCH "LTG2-d" 7. CIRCUIT L TG2-6 CONTROLLED BY DIMMING SWITCH "L TG2-e0 I \ su+ J-7'; ~~l~Al AREA RNL ~ ~~G~~D RANGF ~ ~~G;~~~ RAN""" I 8. CIRCUIT LTG2-8 CONTROLLED BY DIMMING SWITCH "LTG2-1" I 1 _, , RESIDENTIAL AREA RCL -25 YARD RANGF" -100 YARD RANGE I 1 Sv_!_ ,---, 1 111 f"t::::.I" LTG2-3 ~ ~ LTG2-2 I I I ~ ; COMMERCIAL AREA CNL I r-1--;;:;-I 25 YARD RANG• ~ J.;;1. 100 YARD RANGE I --4 I 11 Sx-11 111< 0 I -LTG2-5 0 I = LTG2-4 I i"1/ >-, COMMERCIAL AREA CCL ~ rB 25 YARD RANG" ~ rG 100 YARD RANGF" I I Sy+ ~< ' "' LTG2-7 N lTG2-6 1 , PARKING LOT NL > rB 25 YARD RANGE > r0 100 YARD RANGE ON ~ ON ~ I A2 ~ 1 _ LTG2-9 _ LTG2-8 I ~ • PARKING LOT Cl .-I~ 25 YARD RANGF" EJ SPARE ' I -LTG2-11 I -7' ; SHOOTING EXTERIOR NL _L J? L ro2-c I _J_ l ;;;;_d J. I ¢ KEYNOTES <3> PHOTOCELL SENSOR BY LITHONIA "LSI\ APS Ol" MOUN'l£D ON ROOF' F'ACING NORTH. ¢ REMOTE TIJMBLER AND DIMMER CONTROL SWITCHES MOUNTED IN Sl"tlTCHBOARD "LSB" AT RANGE ROOM 118 CONTROL CONSOLE. .,.,.I -I', ~~~~NG EXTERIOR Cl -l-J? LTG2-b : +,] LTG2-e : I ---;-D LTG2f .__ __ __,½-D LTG2-f ! ~ ----------_'-_---~~ -~----~ 2 ----~~"SYRS~XT" DIMMING WALLSTATION "LCP-3n LIGHTING CNTL. WIRING DIAG. LIGHTING RX1\JRE SCHEDULE TYPE DESCRIPTION RNISH lAMP(S) REMARKS MANUFAC'lllRER & NO. 20'H. POLE MOUNTED EXTERIOR PARKING BLACK (1)-180W -GARDCO @ LOT FlXTURE: 120V. LPS #LA 142P 180 LPS 277 BRA OR APPROVED EQUAL SIMILAR TO T'l'PE "K1" EXCEPT WITH BLACK (2)-180W -GARDCO (4~0) 2-FIXTURES O 90" LPS ILA.I42P 180 LPS zn BRA OR APPROVED EQUAL SOLID F"RONT WHITE (1)-32W -ALKCO @ UNDERCABINET T8 fl'SF"332-277 ECB/WfTH LAMP FIXTURE 3500'1( OR APPROVED EQUAL (~) 7.5"x11"x11.5"D SURF'ACE MOUNTED BEGA (1)-39W SEE NOTE BELOW BEGA EXTERIOR DUAL l"tlOE BEAM WALL PACK COLORS T6 G12 MH f6616MH-277V OR APPROVED EOUAL (:) 6"x21.5"x8"D SURF"ACE MOUNTED BEGA (2)-39W SEE NOTE BELOW BEGA EXTERIOR DUAL BEAM WALL PACK COLORS T6 G12 MH f6623MH.537-277V OR APPROVED EQUAL @ 5°Hx14"Wx5"D EMERGENCY LIGHT, F"ULLY WHITE (2)-5W -DUAL LITE IEZ-21; AUTOMATIC, SOLID STA TE CHARGER. INTEGRAL OR APPROVED EQUAL UNIVERSAL 120 / 277V OPERATION. W/flXTURE (1)-35W -EXTERIEOR (;s) HALOGEN FlXTURE. BLACK SPR-10 30" MEDIUM CONICAL. TEXTURED T4.5 OR APPROVED EOUAL REF"LECTORS BRONZE (1)-50W WITH RED LENS. PROVIDE REMOTE 12V. COOPER (LUMIERE) (!) RECESSED WEATHERPROOF", STAINLESS MR16 TRANSF"ORMER. ,S15-SOMR16-12BZ-LBB-F"22-0SL-F'NV STEEL ALLENHEAO SCREWS OR APPROVED EQUAL @ SURF"ACE MOUNTED F"LUORESCENT WHITE (2)-32W -COLUMBIA LIGHTING T8 ;fWC4-232-E-U 3500'1( OR APPROVED EQUAL (a~) SURF"ACE MOUNTED F"LUORESCENT WITH WHITE (2)-32W -COLUMBIA LIGHTING WIRE GUARDS T8 #1(4-232-E-U-CSWG4 3500'1( OR APPROVED EQUAL WHITE (1)-42W EXCELINE @ WALL MOUNT COMPACT F"LUORESCENT - PLT ,!RLw-42-HF"-L-CG-C-120 HEAT AND SHOCK RESISTANT, WET OR APPROVED EQUAL LOCI\ TION UL LISTED DARK LPS HUBBELL @ LOW PRESSURE SODIUM FlXTURE -BRONZE 55W ,SCOTTSDALE SO-LSS-277-DB OR APPROVED EQUAL @ BEGA (1) 39W -BEGA SURF'ACE WALL UP /DOWN LIGHTING COLORS T4 G8.5MH f3228MH-277V OR APPROVED EQUAL CARBON US LIGHTING TECH. (1) 100W (,7o) tNDtlCTION LAMP FlXTURE. SOOO'K COLOR - TEMPERATURE GRAY ID/-t20/277V-100W-5K WHITE (1) 32W -DAYBRITE @ 13" DECORATIVE ROUND GRADE VANDAL er fVR-W-32C-MT-0-WT-lP RESISTANT OR APPROVED EQUAL DARK -HYOREL NTS ' 1 -., C/) -.E ~ ., a.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Callfomla Corporation ~ "' i~~ a a ~ 2 ii: g ~ti.., 0:: 0 ~ 5 ~ • tii ~ u ~ I-. . . . ~ " -' h 0 : ::, 0 ~ 0 CD ~ 0 "'"' ~ ~ Ul ~ <o~ w_ ~ LI.. 8 < D h • _,_ ·-"'~ • ~<i!i j~- -c:-~~:o " ....... -a ; 0 t: g u. ~: ~ ~ ■11111! €U_ail ! iii ~ ••• O ,Q. iii 0 ~ z .... C: <II a!! o 'fl ~ " ■lllillJI 0 C: ,c ... ~ z co O o.. n. ~ "t ii !! le 0 " " ;! ~~ ~ ~ ~, -0 -' .... -0 (.) N < Cl> I.I. < C) (.) z ~ w -,, ~w z 11:1 -.0 :::::, -' ~ 1/) ~ :::::, ,. -0 I-... -C " 11:1 LL. w fl; ~ (.) '-' I-:::c: "' w >-w :::c: (.) 0 C ~ ,. C) Cf) 0 z in 0 ::i 5 C w ll. "' 0 f/) ·-... w 0 ~ 0 I-co Cf) It) ~ N -LL ~! . ~ ~, a ,_..,,. ....... f"'"' I~ .... .,.," ..., September 9, 2009 e0-08.dwg ........ 1107570 SNEET E-0.6 CITY OF CARLSBAD fsHEIBl ENGINEERING DEPARTMENT ~ (1) 50W (-;~)--SQUARE: DOUBLE LENS, IN-GRADE BRONZE_ i,M9740B50M-MVOL T-NF"l-rLCIOAS-345- -UPLIGH~ ---MH GS-STS-GB>-LP'-OOB'-~ -------_ --1---------'-'L-IL_,,MPROVEMENTPE.ANS FOR: ______________ f-11-- OR APPROVED EQUAL CAR!.S8A0 JO/f'ff FIRST RESPONDER TRAINING FAC/f.m' @ Oll1DOOR. COMPACT F"LUORESCENT DARK (1) 70W -HYOREL BRONZE MH l7000A 70M 277 MF"L-PSM-GS OR APPROVED EQUAL LIGHT FIXTURE SCHEDULE APPROVED lt!WANI ~ P' ' R -7. ----~ ~-,,,.,..,_ ~~/1 -DEPUTY CITY ENGINEER .. P[.28/76 EXPIR[S._J/Jl/10 __ M~. . DWN BY: JL I PROJECT NO. I DRAWING NO. CHKD BY: QM :,G_1'I:, 463-1 RVWD BY! NI t , ,s I{ ~ ., ' ,i; ~ ls: l!j" ;)j "' ~ - ~ ! -" ., I f;l -• ~ -8 ~ .. ., t - NUMBER MSB-1 ---- MSB-2 MSB-3 - MSB-4 MSB-5 -·--- MSB-5 ---- MSB-7 MSB-8 MSB-9 MSB-10 ---- MSB-11 -- MSB-12 ------- MSB-13 ------ T1-BPR --- T2-BPC TJ-RECEP MS8 -LOAD St/MMIIR\" a: FEEDER :iCHEDULE LOCATION: ELECTRICAL ROOM 120 ENCLOSURE: NEMA-1 BOO AMP BUS VOLTAGE: 277 /4BOV,3P,4W 65.000 AIC SYM, MINIMUM BOO AMP MAIN CB F'EEOER NO. OF' CONDUrr ~DUCTORS GROUNO CONNECTEO LOIID FEEDER VOLTAGE REMARKS -------- F'ROM TO SETS (INCHES) (AWC) (AWGl AMPS l<VA .L~ DROP - MSB "F'A" 4• 164.06 136.40 FUTURE --· -------t---------- MSB LTG. 2-)L_2" 4 f 4/0 4 69.16 57.50 -- MSB T1 2· 3 f 8 8 12.99 10.80 - - MSB T2 2· 3 f 4 8 25.86 21.50 - ---------------- MSB HVAC 2 1/2" 3 # 2_50MCM 2 223.72 186.00 ------ MSB HVAC1 2 1/2" 3 #_4/0 __ 4 107.89 89.70 --------- MSB ELEV. 1· 3 # 8 10 20.21 15.BO ---------- MSB P.V. SYS. 2· 0.00 FUTURE ------ MSB T3 2· _ 3 # 3/0 4 105.70 88.50 ----- ------- MSB 0.00 SPACE ----·· - ----- MSB o.oo SPACE -I----- MSB ' 0.00 SPACE MSB 0.00 SPACE T1 BPR 1· 4 # 8 8 0.00 LOAD INCLUDED f---------- T2 BPC 1 1/2" 4 # 1/0 5 0.00 LOAD INCLUDED ----- T3 RECEP 2· 4 # 4/0 -. -- ' • F'EEDER LENG'TH IN FEEi' ARE: INDICATED FOR VOLTAGE OROP CALCULATION ONLY AND SHALL NOT BE USED FOR QUANTITY TAl<E:OFF'S, 2 0.00 LOAD INCLUDED 0.00 ----+-50_0_30_ SUBTOTAL 25% OF LARGEST MOTOR 730.47 607:3'0 ___ TOTAL LOAD LOAD SUMMARY AND FEEDER SCHEDULE - , SCALE 1 KEYNOTES <3> FULL LENGlH COPPER GROUND BUS. ALL GROUND CONDUCTORS SHALL ORIGINATE AT THIS BUS. USE NO OTHER GROUND POtNTs. <%) RUN 1" CONDUIT fflTH ONE (1) EACH 3/0 COPPER GROUNDING ELECTRODE CONDUCTOR TO UFER" GROUND SYSTEM. RUN 65' APPROX. OF NO. 4/0 AWG,, BARE COPPER GROUND CABLE IN FOOTING. 0-RUN 1" CONDUIT -1 NO. 3/0 COPPER TO ACCESSIBLE COLO WATER PIPE AT MAIN SERVICE ENTRY. REFER TO PLUMBING DRAWINGS FOR LOCATIONS (3) TOTAL WATER SERVICE ENTRIES. CONNECT USING APPROVED GROUNO CLAMPS. 0 REFER TO GENERAL NOTE ,!149 F'OR METER MOUNTI~. HEIGHT. <§> RUN re .. WITH ONE (1) EACH 3/0 COPPER GROUNDING ELECTRODE CONDUCTOR FOR INTERIOR PORTION OF' WATER PIPING: (3} TOTAL WATER SERVICE ENTRIES METAL FIRE SPRINKLER PIPING ANO EXPOSED INTERIOR STRUCTURAL STEEL BUILDING FRAMEWORK SHALL BE CONTINUOUSLY BONDED TO THE GROUNDING ELECTRODE SYSTEM. ~ PANElBOARDS "BPR" & "BPC" GROUND AND NEUTRAL BARS SHOULD NOT BE BONDED. 0 PROVIDE A MINIMUM OF' (2) GROUNO RODS SPACES AT e·-o· APART MINIMUM. <@>-8".S"x4"0 SPLICE BOX ·ssc·. <®, 3/4"C.-3fl0.11JO GNO. ~ 3P100AF 20AT ENCLOSED CIRCUIT BREAKER "ECB-IP", ~ IRRIGATION PUMP, 5HP, 460V., 3tl WITH INTEGRAL DISCONNECT SWITCH AND CONTROLLER. .---------..... -------1---r--------------------------------------------------------- 2 SETS OF 4" CONDUIT WITH----. 4 -600 KCMIL CONDUCTORS. PROVIDE (1) 4"C.O. a: (1) 2·c.o. -M 1 ' I JP I -~,) N,M"...,..--,, ~----t--' G 1,114/0 B.C. • 1 f JP 22!W' ) 225AT r7 ~ ~---1~----'-t-1•-I-+------------ L~c---+r---,~~~~'----~----~ (2) 4"C.O. +---1"C.-1f3/0 B.C. (1) 2·c.o. '9' TO GROUND ROD -(E) UTIUTY MANHOLE -UTILITY TRANSFORMER ON 8'x10' SLAB j 1#3/0 ~- ·r + ~ <§>-A.__ \_COPPER -V--GROUND ROD (TYP.) STUB-OUT ANO CAPPED- VIA HAIIIOHOLES FOR FUTURE POWER "FA" .. ~ I MAIN SWITCHBOARD "MS' 800 AMPS, 480Y /2nY., 3fl, 4W 2 3 4 5 8 7 8 9 10-13 ,.. ~ ~ LTG LIGHTING LOADS 6 ,ocw: l)JP 50AT 250N' l)3P nw l)3P 100Af l)3P ,ocw: l)3P 22W l)JP 250AT 225AT 50AT 100AT 200AT I 3P (2) 225AF' SPACES -- -.. .,. .. "' i.. I I I ::E 8 .. . -30AS 60AS 9 F'1 JOAFU F'2 50AFU 3P I ~JP .. ) 4 ~ I ~ 9 r:: ... I ., Q) ~ ... ,_ 15 KVA "'n" 30 KVA "T2" 480V-208/120V. 480V-208/120V. r . 77;4W iT2 : t 4W ~-----·1 /2"C ~-----·1/2-C ~~"8 GNO +1,116 GNO ij 11 J HVAC C: ~ ... ... HVAC LOADS ~112·c 116 GND0 ~112·c 0 116 GND 7 BPR RES!DENTAIL BURN PROP • 6 BPC COMMERCIAL BURN PROP. (2) 100AF SPACES ----+-------------~ .. ~ MCC HVAC LOADS ... "' I 50AS F'3 50AFu1 ,1.1 :,p ELEVATOR CONTROL (15 HP) .. ~ ::E " STUB-OUT ANO CAPPED--' FOR F'IJTURE PHOTOVOLTAIC SYSTEM ANO INVERTER, SEE E-S-:5.1 • ... T3 :--;-112.5 KVA ! ! ::: ! 480V-208/120V. '-;,:,. 311, 4W -.....----1/2"C-112 GNO + ,----+-------------------------. I DISTRIBUTION SWITCHBOARD "SOP" 400 AMPS, 208Y /120V., 311, 4W 22KAIC MINIMUM 1 2 3 (1} 225AF SPACES (1) 100AF SPACES I ,.._ _______ 1-----1""""------------- ___ ...,._ __ 2"C-4,114/0 a: 1&2 GND ' THEINClUDED~WIMGS,S?EGIFICATIOWS, IDEAS,. DESIGWSAM:l NtflW,IGEMENTSREPR£S81T!.OTHEIU=B'Y ARE.AND S.w..Ll<EMAIN n;e. PROPt:RTY OF ARM OUIGtl. GflOUP ».ONO PAAT Tl-lEREOI-SWILL BE OO!'IED. Dt9Ct Osen TO OTHERS OR.USED ~COllaECTIOM. WITH ANT WORK OR PROJECT OTHEII. THAN Tl-IE !$?ECIFIC PROJECT FOR~TIEY HAVEBEE"'-PREPHsEDAAO CEVEWPEDW!THOUT T,ili 'IIRITTi<tri COtl8liKT 01' RRM ~liSM-ti t.ltOUi', Vt5U,,\I, c,;;:w,-....cr Wlt11 Th~~Oft~F!CoO.TIONSStW,J.~OONQ.WINE EIIICEJICc OF ACCEPTANCE OF THESE RESTRICl IONS. SUBMITTAL.OF THESE DOCUME:NTS FOR PUEILICAGENCY REVIEW Sl"W,.I. NOT BE CONSlUER=.D A WAIVER OF RRM. OESIQN GROUP'S RIGhTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation • ~ ::> Ol VI < • !'i "' ...,,..,,_ "" " .. ~ ~ " ~ "' :l! irl 3, a; ti ~ a -f ~ IS ,, i • I ~, ~ 0 -..I .... -0 (.) N <(!) u.. < C, (.) z --"O z IO -c2 .0 II) ;: I-IO a:: (.) LLI >, ~~ 0 C 0. 0 th -w ... r.r::O ,-g ~a)_lt)_ 0:: N -LL. ;;;;·"' 1&6MBfi ;,c September ""9, 2009 E0-07,dwg 1107570 ...., E-0.7 ~· < ::E :e Cl) ::>w th ..I Q ::> <o ow ..J ::c_ -(.) ::E th c2 r.r:: (!) LLI <o -LLI 0 LLI w LL. z D!S -..I w -z-- 0 - ' \ ' ' \ ' ' -----; I .!! ! . 4~----~-1>-1------------------------------------------------------------------------------------------------~ . i L.TC2 ~ cr~i~!G ~E~~~JAD ~ ' ~ 0 ---· . ~--.,..:::.:=~-----------------------J-l~-11-MPROVEMENTPLANSFOR: ___ ,1--------~ --.,:§:---= ' ' ! ~ -., 0 ~ --,Ii- - • ONE LINE DIAGRAM --------------------CARLSBAD JOINT FIRSi RESPONDER fRAJN!f'IG FACfUTY ,v G) ONE LINE DIAGRAM, LOAD e SCALE 2 SUMMARY & FEEDER SCHEDULES Q., APPROYED WIJflAM E. PLUMMER _,,., --.,, · (J~6llb OEPU TY Cl TY ENGINEER PE 281 76 EXPIRES J/JI /1() DA TI:: DWN BY: I PROJECT NO. I DRA-=~~1 NO. CHKD BY: PM !'Ol!G , ~ RVWD BY! NI -:..:'....l fV ./:la 00 .., .,,. CEI ~ • • " , LAPTOP I c::::;, I (O.F.E.) V CABLE SYSTEM (C.F.C.t.) RF CABLE (C.F.C.I.) MEDIA LINK CLASSROOM SYSTEM (O.F.C.1 ITEMS) OUSD Typical Classroom WI Projector Mounting Kit, Controfter, Audio System, and Remote Help Desk Feature Medialink CONTROL (Included in the kit): ITEM# QTY PART# 0 1 60-818-03 DESCRIPTION MLC 104IP Plus, Media Link Controller w/RS-232 Display Control and Volume Knob PC SUPPORT (Included in the kit): ITEM# QTY PART# @ 2 60-820-03 DESCRIPTION TPS T RGB D, VGA with audio wall plate (white) VIDEO SUPPORT (Included in the kit): ITEM# QTY PART# @ 1 60-819-03 DESCRIPTION TPS T CV D, composite video w/ left & right audio wall plate (white) AUDIO VIDEO SWITCHING AND AMPLIFICATION (Included in the kit): Ii ITEM# QTY PART# DESCRIPTION © 1 60-800-01 TPS 204SA, Four input RGB and Composite Video with Audio Amplifier @ 1 42-103-03 SI 3CT LP, Speakers, ceiling mounted, 1 pair, 8 ohm/ 70v {pair) VGA-A 12': lle""11 (26-49().03) VGA-A 12': ftem#12 (26-49().03) RF CABt.E (C.F.C.I.) EXTRON TPS T RGB D ltem#2 ., -·~-' I .L -· ~ - @ EXTRON TPS T RGB D ttem#2 lill f-- T.V. (O.F.E.) ' EXTRON TPS T CV D ltem#3 Contractor terminsted R.145 ends (Typ) ITEM#11: UTP Cable (C.F.C.I.) ITEM #11: UTP Ceble (C.F.C.I.) ITEM #11: llTP Cable (C.F.C.I.) ITEM #11: llTP Cable (C.F.C.I.) I.:=. I ~Ei!.i;;!I A a. I ~ca:J •=-f ~ · IN8906(6R) {ll!j.,.· C, ~·-;l!;'.,~-,;;;;,~~-.,,:c::i;ill:~8·11~!Ll!~===:..>--::,;i-----"'ltem:_#1.;.:.2:_ ____ ,,,,,~...;."°'=.:..-{[[ VCR/DVD ~ .. "-11\1 ., __ •(!l)L 0• ' ITEM #11: UTP Cable (O.F.E.) . 0 -(C.F.C.I.) @ CABLES and Adapters (Included in the kit): ITEM# QTY PART# ,'& 1 26-567-01 :Z 1 26-600-03 s 1 26-621-xx g 1 26-626-xx ,!9 1 26-627-25 ~ 1 • MISC CABLES: ITEM# QTY ~ ~ PART# IN8906 26-490-03 DESCRIPTION Pre-terminated VGA Cables, 3 ft Pre-terminated RCA video Cable, 3 ft MLC to Projector Cable Plenum xx ft MLC to TPS Cable Plenum xx ft SPK-18, Plenum speaker cable 25 ft UTP Cable (Category 6) DESCRIPTION RCA AV RCN6, Audio & Vrdeo cable VGA-A M-M 12', Male to Male VGAw/ audio cables * NOTE: REFER TO STANDARD DATA SPECS FOR ADDITIONAL INFORMATION. . • -' -• ' ' - I -... LAN/ WAN 11,. -(C.F.C.I.) EXTRON MLC 104 IP PLUS ttem #1 (60-818-0X) ~1· ~ • • • • -cor,bactur-tem,fnated RJ45 ends (Typ) - - EXTRON TPS 204SA PROJECTOR (O.F.C.1.) .___P_m~J..,_ro,_ct1_;_(1tem_#8-'-)-------11RS-232 CONTROL Item lf4 '" OUT - VIDEO 3 Ft (Item lf7) ___ VGA.:..,c.3_R_,_(lle_m_#8~)---l)~c:!~l~~~~~~*~-~A1~ 1111~;1 ~ O VIDEO IN i~J o(HHJ\o <', .I ~<' -., VOA i .. 0 II t,111 C-VID fm '"J ml· ~~ .__ i 'J ...., """" i· rnTI) MLC ctl (Item #9) -a ~i§ !±El ' a SPK-18 (llem #10) SPK-18 (Item #10) l EXTRON SI 3CT LP Item 115 (42-103-03) ' EXTRON SI 3CT LP lteml/5(42-103-03) * NOTE: AUDIONIOEO SYSTEM USING POLE VAULT IS APPLICABLE TO ROOMS WITH DROP CEILING. AUDIO/VIDEO POLE VAULT SYSTEM BLOCK DIAGRAM NTS 1 - • -.. V, -.E ~ .. 0.. MPROVEMENT PLANS FOR: THE INCUJDED OAAW.-, -.JlflG/loTION5, bDEAS, DESIGN&Noll AARANGEMENTS~68,llal THEREIIY ARE AND SfW..I. REWt.lN TI-Ila.PROPERTY OF RRM OES&Gtl GROUP AN> NO PART THEREOF SW.U. BE COPIISO. ~ TO OTHEfUl DR I.J9E[J IN ~ECTION WITI-l ANY WORK OR. PROJECT 071-lER THAN THE SPECIFIC PiUl.JECT RJR WhKlrl TiiEY HAVE.IEBlPREPAREDAhD.llEVEUWEn Wl"THOUT THE WRITTEN OCNSENT OF RRM DEa1GN. GROUP. IIISlW..CCAITJtCr WITH THESE DAAWl!<tGS ORSPECIFC,.TIONS s.w.l. ca.isTITTJTE ~ E\ILCIEIICE OF ACCEPl"AIICE(lF lt!ESE RESTRICTIONS. SUllMITTAl Clo" THESE. DOCUMENTS FOA. Pi.&JC AGENCY REl,/lE!\111 SHALL NOT BE CONSIDERED A WAl\i/ER OF RRM. DESIBN GROUPS RIGHTS. RRM DESIGN GROU~COPYRIGKr 2008 RRM is a California Corporation ~ Q • .... _. ::, CD !/l s <( • " .. ; ~ w ~ !! " ~ ii' z ~~ a > • 0 -E ~ " ~ ~ 0 ~t • iE ~ ! r l ! . "' ~-i5 a"'"' <o~ ~-~<~ ,-,-,6 ■Ill! ••• ■11111!!!1 ~ :5 ::::; ~ LLI <3 ~ I-< 0) ~ LL. < v, 0 0 t-:5 i -g-5< -,Q ~~ ~I-~ w ~ a, ..I 0 0:: 0 0~ LLI >-0. (.) C cu 00 z 3: W-t O c om 0. 0 -u, i: ~ LLI O 0 a:: 0 Q I-co ::::> "' IC) ..,, 0:: N ...._ -LL. .............. ... :;"' I~"' September 9, 2009 E0-08.dwg ..,,._. 1107570 KET E-0.8 CARLSBAD JOINT FIRST RESPONOffi TRAIIVING FACILITY AUDIONIDEO VAULT SYSTEM BLOCK DIAGRAM ···· Af>PROVED WIWAM E.. PLUMMER .,. ~. ' ,tt: ~!i!:E::L.....,,-:::-,-,:-c--Oef#D/\'-.ffe DEPUTY CITY ENGINEER P£ 28176 EXPIRES J/J///0 I ,T( OWN BY: JL I CHKD BY: DM RVWD BY: NI . PROJECT NO. ~ I DRAWING NO. 463-1 i ; ' -. JOIST 3/B"r, BOL T-t--O 4" X 3" X 1 /4" (LLV) X 3• LONG STL ANGLE '--THREADED ROD HANGER SEE ARCHITECTURAL JOIST 3/8"• BOLT SEISMIC CABLE BRACE SIZE SCB--1 EQ. EQ. 3/16"0IA. GALVANIZED AIRCRAF"T' CABLE 7x19 SlRAND CORE CABLE BRACE ANCHOR DETAIL "A" DETAIL "B" SEISMIC BRACE DETAIL 0 -TOP SECTION ® -EXTENSION SECTION © -BOTTOM SECTION @-KNOCKOUT t t t t t t j t t :::;, t )::'~ ,.,... --I-_ _,_ ---1, ___ _ -,------~--------------. -------. -______ ;.,.. -----·, -----. ---· --- 42" © -PULL IRONS @ -ARMOR FRAME 0 -TRAmc RATED STEEL COVER 0 3/4"r, x 10'-0" COPPER CLAD GROUND ROD, GROUND ALL EXPOSED METAL PARTS Wl'!H BARE COPPER i/16 MINIMUM. ©-SUMP e ASSEMBLY TO BE PLACED ON 12" BASE COMPACTED ROCK TO INSURE UNIFORM DISTRIBU110N OF SOIL PRESSURE ON FLOOR. 45• CEILING TILE 2 SLACK 12 GA. WIRE 0 ....._____, DIAGONAL CORNERS { 4"x4' ,,z=.=.. ___ ...c:::::,,._ FIXTURES WITH WIRES 0 4 CORNERS) SEE 0 l'--s;;:s:s;ll('rC_L::::IGH::.:T~F'IXTU=RE=--_/--~S:S::S:- a) F'IXTURE <56 LBS. /LIGHT F'IXTURE_/ b) F1XTURE <56 LBS. 1. HEAVY DUTY GRID LAY-IN CEILINGs. SCREW DIRECTLY TO CEILING GRID 4 CORNERS ,,__ ___ -( TAUT 12 GA. WIRES, 1 "---1 AT EACH CORNER TO INDEPENDENTLY SUPPORT FlXWRE. SEE NOTE 0 2. INTERMEDIATE DUTY GRID LAY-IN CEILINGS(ALL FIX.) NOTES: 0 SEE ARCHITECTURAL ATTACHMENT. 7 1!1'-0" CONDUIT STUB-UPS WITH BUSHINGS ( 4) 5/B"x24"L ANCHOR BOL Ts. PRO\l!DE LEVELING NUTS AND DRY PACK CONCRETE BASE--_,, I.IGHT FIXTURE -HAND HOLE. GROUND WIRE TO INSIDE OF POLE ,,--BASE COVER !FINISH GRADE CONDUIT AND WIRE SEE PLANS 13 REBAR TIES AT 12" APART 20" POLE BASE DETAIL 4 PATCH OR PLANT -""'"I"------, 24" Mlr,I. tCOMM) :,s• MIN. t600V) 42" fillN. (15KV) TO MATCH EXISTING 7' .ilL i .llLjff ~I 12" WIOE YELLOW WARNING TAPE INCREASE TO 12" -'l,:,,r--r-l,...-..,.I BETWEEN POWER&: COMMUNICATION CONDUITS 3• 3• 3• MIN. 2" ASPHALT CONCRETE UNDISTURBED EARTH BACKFIL~ COMPACTED TO go,:; RELATIVE DENSITY.FREE FROM LARGE ROCKS &: DEBRIS 3• MIN. CONCRETE ENCASEMENT REFER TO DRAWINGS FOR CONDUIT SIZES &: QUANTITIES ARRANGE CONDUIT WITH INTERLOCKING PLASTIC SPACERS 8' -D" O.C. 29x3"x3"-6"" DEEP PULLBOX PITS 10 LAY-IN CEILING FIXTURE NITG. DETAIL 8 UNDERGROUND MULTI-CONDUIT ~--------------....i.-----+------------------.....i._...,_ ___ ..:.P C N DETAIL PITS 5 POUR CONCRETE~ PAD AROUND STUD-TYPICAL 1/4" CHAMFER F'IMSH GRADE s• MIN. • .. NOTE· EMBEDMENT SHALL BE AS PER SCHEDULE & MEASURED FROM TOP OF P.AD. .. . . -.. . - HILTI BOLT TZ ICBO f1372 9 REDHEAD \\roQE ANCHORS,@ SEE SCHEDULE, DETAIL E0.9 NUT. NEOPRENE WASHER, SLEEVE &: LOCKWASHER- TYPICAL EACH STUD EQUIPMENT MOUNTING FRAME ANGLE OR SEISMIC RESTRAINT DE\l!CE WHERE LISTED 3000 PS1 HAROROCI( CONCRETE PAD PER 3 1/4" MIN. EMBEOMENT INTO CONCRETE FLOOR SLAB 4• CONCRETE HOUSE KEEPING PAD. M:OGE ANCHORS SEE SCHEDULE FOR SIZE &: OUANJlIY SYMBOL © SWBD. "MS" 92" TRANSf. "R" 36" © © WEIGHT 132" 24" 2000 12 5/8"'? 3 1/4" 36" 30• 750 4 5/8"'? 3 1/4" r, LIGHT SWITCH~~ I I WHERE REQUIRED ti I ti J r, t r, CONDUIT TO OVERHEAD SER WHERE REQU \l!CE---,..; IRED. t I ti RECEPTACLE, TELEPHONE/D OUTLET, ETC ATA ... J[U I I ti • fi I --I fi 'J -. _,,.:..r; " -rnrri I l' I I I ' I I I\ ! I l" I , I ~ I , I ii I l I ~ I f l 1' t r < I I ' ';\ i I I I j i I I l I I I I I I I 1111 1111 \~/ '~-,c::~/ \~=t UNDERGROUND CONDUITJ RUNS. WHERE REQUIRED AT ALL EXPOSED MASONRY WALLS, ALL ELECTRICAL OUTLET BOXES CAN BE LOCATED 24" MAXIMUM FROM THE ORIGINAL PROPOSED LOCATION. LOCATE OUTLET BOXES IN CELL THAT DO NOT HAVE VERTICAL REBAR. COOROINA TE WITH SlRUCTURAL "" t I ti I 1 , LJ I '... _ Ii GROUT t L,!Qf!>IT I ---, I '\._ HEIGHT VARIES (15" MIN.) I - I 48° MAX. rrNISHE FLOOR OUTLET BOX IN MASONRY WALL 1 CONCRETE FLOOR•-~ ,. . . . ... . ; f2"MIN, t 6"MIN. - - PVC CONDUIT ' - • ,. • ... ,. - -.. . . ,. , . A COUPLING ;_ . ... .. ' .. .. ..... GALVANIZED RIGID STEEL CONDUIT WRAPPED AROUND WITH 40 MIL BLACK ELEClRICAL PLASTIC TAPE TO 6" ABOVE FINISHED GRADE I I l D CONDUIT INSTALLED BELOW CONCRETE INSIDE BUI DING DET PITS 2 ,. . ..--,. _ __,_ ___ ELEClRICAL PANEL ,-. , 'I'' .• .---"---i :· .•... · ... 150 POUNDS MAXIMUM "l---3/9".r,xJ" LONG HILTI "KWIK-BOLT" 2 1/2" MINIMUM EMBEOMENT WITH FENDER WASHER ( 4 TOTAL). USE THROUGH OR TOGGLE BOL Ts. THE: 1""-~UOED.ORAW(~ SPEO~IC.lff!OHS, IDEAS, □ESIGNSAND ARRAWGEMENTS REPRESENTED THEREBY ARE.ANO SHALL REw.ll.l. 1llE PRCIPERT'f OF RAM DESIGN GROUP AND i.o. PAAT THEREOF SHAU,. BE t:r:ll'II.CI, CISCI.OSED TO OTHERS OR USBl lhl COMl!ECTh'.lN Wint A~V WOA:I< OR PAOJFCT ()"l'lif;li. l'H,Q,N THE SPECIFIC Pf;IOJECT FOR WHICH ntEV HAVEBE8'P~ANllCEVl!LOPED WITHOUT Tl'IE WRITTal, CON8ElrIT OF R1W CESIGH C.ROUP. 'VISI.IAI.CONTACT W11'1'1 THe&e OAAIIJINGS OA.S?lioCll'K;ATicw.5 SliALI. COJl5TIT~ CONC~His EVIDSNCEc.;-NXlil"TANCEOFTHESERESTRICTIOtiS.. SU8MITTAI..OF THESE OOCLIUENTS FOR PUEL.ICAGEM;V REVIE\IY SHH..LNOT BE CUNBIOERED A WAI.VER OF RAM □ESICJN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation ~ -' ::, Cl (/) <C • ~ " m ~ u ~ I!! !! ~ " ~~ ! ~ ~ ~~ ~ a ~ !l! • l ~ ~! •••• ■1111 • •• ■BIi ~ c:, -I .... -c:, (.) <~ u. < C, (.) z --,:, z (ti -.c ~ .!? I-:a a: (.) LU >-0 (ti z ~ 0 C Q. 0 fl'> -LU ,_ a: 0 I-g fl'> IO 0:: N -IA. -·-.. ~• e+ j:Sw ff um September 9, 2009 E0-09.dwg --1107570 """' E-0.9 ~I cru,NEWr~~E~l~,~~-I-~~~~ MPROVEMENT PLANS FOR: CARLSBAD.JO/NT FIRST RESPONDER mAINfNG FAC/1.fTY DETAILS .,. • I I V, ';Y' --~~-(!) (1) ..... 0 "' 0 W.i,.. o en -w 1" I - ------"'-,... 00 ' \ ___ \ I NOTES: 1. OPERATION SHALL BE AS F'Ol.LOWS: NIGHTLIGHTS{NL) = ON BY PHOTOCELL. OFF BY PHOTOCELL CURFEW UGHTS(CL) • ON BY PHOTOCELL, OFF BY TIME SWITCH { 08T AIN SETTING FROM OWNER) 2 VERIFY MANUFACTURE'S WIRING REQUIREMENT. • • LitePak -• • .... • DOUGLAS lighting cootrols "'LCP-2"' LIGHTI G CONTROL WIRING DIAGRAM NOTES: 1. OPERATION SHALL BE AS FOLLOWS: NIGHTLIGHTS(NL) = ON BY PHOTOCELL. OFF BY PHOTOCELL CURFEW LIGHTS(CL) = ON BY PHOTOCELL, OFF BY TIME 2 IIE:RIFY MANUFACTURE'S WIRING REQUIREMENT. LitePak -.. '"LCP-1 11 LIGHTING .... 5!1111--& DOUGLAS lightilg controls f MAIN SERI/ICE '--BOARD "Ms• PER PLAN J CAST IRON COVERPLATE. l GRADE. ' . CONDUIT ------ GROUND BUSHING. "'------,3/4"11><10' cu CLAD STEEL GROUND ROD. 7 8 BONDING CONDUCTORS~--_-_:_:j--l;=:::;J'JA~R1E:E7C:X:0Pll' .. 'PPEIER~.GROtJ~·oi·tn· ~lftDr----- TO WATER & GAS MAINS CONDUCTOR SIZE PER PER SINGLE LINE Of/I.GRAM. PLANS. GROUND ROD DETAIL NTS BRACKET SUPPORT COMPRESSION CONNECTOR LUG {P/N SB-479) 5/8" 1.,--,,,--1-1 /4" '-:53/64" DIA (TYP. OF 12) ~--17/64" DIA (TYP. OF 16) 0 0 0 \_ \_ COPPER BAR 25/64" DIA (TIP. OF 6) SB-476 1 -COPPffi BAR 2 -SB-l155 INSlJLATOR 2 -SUPPORT BRACKET 4 -3/8" NC • 3/4" HHCS 4 -3/8" LOCK WASHER •4 -3/8" x 2-1/2" HEX HEAD LAG SCREW • 4 -3/8" LAG SCREW EXPANSION • ITEMS NOT SHOMI SB-479 1 -COPPER AUDY LUG 2 -SILICON BRONZE HHCS 2 -SILICON BRONZE LOCK WASHER 2 -SILICON BRONZE NUT PART NUMBER 'MRE SIZE A B C SB-479-01 #8 1-11/16" 5/8" 13/32" SB-479-02 #6 1-13/16" 5/8" 7 /16" SB-479-03 14 1-29/32" 5/8" 9/16" SB-479-04 #2 2· 5/8" 19/32" NOTES: SB-476 SB-478 SB-479 BUS BAR IS SUITABLE FOR USE WITH MECl+ANICAL-T'l'PE AS SHOMI BEST COMPRESSION-TYPE LUGS. BOLT SIZE #10 1/4" 1/4 1/4" WT. (SIZE) .03 .05 .06 .08 TYPICAL TMGB DETAIL 3 FINISH GRADE SEE NOTE 9 -----BOX SECTION 0 NOTES; 1. CONDUIT 'TERMINATORS TO BE LOCATED AS SHOWN. STANDARD CONDUIT EN'TRANCE SHALL BE A FLATWALL DESICN. SLIGHT VARIATIONS BY MANUFACTURERS MAY BE ALLOWED WITH COMPANY APPROVAL. 2. WHEN CABLE TRENCH OPENINGS ARE REQUIRED IN A SLAB BOX. THEY CAN BE SPECIAL ORDERED FROM THE CONCRETE PRECASTE:R. 3. FOR SLAB BOX STRI.ICTURAL DESIGN CRITE:RIA, COORDINATE WITH SOO&E. 4. FOR LIST OF MA TE:RIAL REQUIREMENTS NOTES COOROINA TE WITH S0C&E. 5. CONSULT MANUFACTURERS' INSTALLATION GUIDES FOR EXCAVATION DIMENSIONS. 6. AN 8' MINIMUM CLEARANCE IS REQUIRED OIRECll.Y IN FRONT OF TRANSFORMER FOR OPERATION. 7. GROUND RODS, CLAMP$, AND WIRE WILL BE FURNISHED BY CONTRACTOR. GROUND WIRE TO BE A MINIMUM OF #2/0 BARE COPPER. GROUND WIRE TO BE PLACED THROUGH CAPPED ONE-INCH PVC CONDUIT AT EITHER END OF SLAB BOX. A MINIMUM THREE-FOOT LENGTH OF GROUND WIRE SHALL BE PLACEO IN SLAB BOX. 8. MASTIC SEALANT IS REQUIRED AT JOINTS. 9. TOP SURFACE OF SLAB BOX SHALL BE SE:T THREE INCHES ABOVE FINISHED GRADE. 10. THREE PHASE TRANSFORMER PAD SHALL BE 96u72"Wx6"H WITH 84"Lx48"Wx42"H HANDHOLE, PER SOO&:E. 6-XS" TRANSFORMER SLAB BOX DETAIL 4 WALL PER PLANS----1 EXTERIOR GRADE GROUND BUS IN MAIN BOARD MAIN SERVICE BOARD "MS" PER PLANS j ·,0.• 11 ~ l :•~. •· .4;-' ,: •• .,Q.• • •• f.•.,.:. • • .::i,.. -'-• -.... •, ·~ • i. ~-.. • REBAR PER STRUCTURAL--.c-----1-. "+-II:,~·:,:-. ' . . . . . . ,. -~ .-··.-., .. GROUNDING ELECTRODE . 1 1 '. I I CONDUCTOR. 65' (14/0 ·,_ , .-) / BARE COPPER CABLE , ~Ei:?'~ EQUIPMENT HOUSEKEEPING PAD VENT HORIZONTAL WIRE MANAGEMENT ACTIVE NE'IWORK EQUIP. (BY OWNER) -t-1---(4)24 PORT PATCH PANEL ~11[i11~11]11[11[]11[i11~11::;f--!---•PLUG STRIP TO c!auNG, SEE ~ \§7 DOUBLE EAR'IHOUAKE BRACE--,..~ "CPI• PART fl0696-001 I TO CE1l.lNG a--112"• 'IHREADED ROOS. ATTACH TO STRUCTURE USING MANUFACTURER'S GRID CLAMP KITS. ALUMINUM LADDER RACK ATTACH TO ALUMINUM LADDER RACK LADDER RACK TO BE ATTACHED TO CEILING USING DOUBLE EARTHQUAKE BRACING KIT TOP ANCHQIMGf ALUMINUM LADDER RACK '--FOR ANCHORING DETAn., SEE ffi RACK-ISOMETRIC VIEW RACK ANCHORING DETAIL • • 0 0 • • • • 1 3/rf'• HILT! r-BOLT II WITH MINIMUM 3 1 2• EMBEDMENT (ICBO f4'!,27 --ry, Tote INCWDffi DRAWIJ,IGS,. .SPi.;ciFlC,11,TIO!IIS,, IDEAS, OESIGHBAMO ARAAHGEMEJtlTS REPRESS.~ l11EREBY AREAltiD S.w.L ~ "flo(a PROf'~n' OF RRM OESIGM GROUP ANl NO PAAT THa!EOF Sri,f\U,, Bi. CWIEO, DISCl,.OSE!:1 TO OTHl=RS OR.USS) IN CONNa:TION. WITH ANY WORKORPROJieCf OTHER ll1N,I. n-E l:IPcCIFtC PRCl.lEC1 FOft WHICK TI-IEY HAVE BEEN.Pl'IS'AREO ,\NCI, CEVELOPED WIT n0UT l~WftlTT~CON8B'tl0C RRM!lalllaoNO!tOI.IP. V~OONTo\CTWITI-1 Thii&=-1.JR,,WINGti Ok.lil'~lv.TIOM!i.5t\M.L atlkli I llUllo OOJ,K;~NE. EV WENCE.OF ~OF THESE.RESTRICTIONS. SUSM!TTAL OF n-lESE OOOUMENTS FOR. PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDEREO 1'. WAIVER OF RRld. DESIGN GROUP'S RIGHTa. Rf™ DESIGN GROUP COPYRIGHT 2006 RRM is a California Corporation ~ -' ::) co V) <( • !j ~ "'°""' -... " .. ~ " w ~ !! i:l Iii :a ,t 't F o '" Ii rs ii "!i ~, . . . . ti) ..I -~ w 0 . . September 9, 2009 clib Fft.E -'-="--'---- E0-10.dwg 1107570 MET E-0.10 '' ~ cr1i1N£!G ~E~~~~AD SHEETS 248 i-,-~~--------------l-'---~----•--~----~~---~---·~1t_11_1MPROVEMENTPLANSFOR: 1--aa,.--.,..--,.=-=,.--.,..-,.,,..,.,. .... ,.:--1 CARLSBAD.JOINT FIRST=RES=ro=No=E_R_TRAIM='C. 1MJFAa[/7Y---1-11-~- CAOWELD TO REBAR O EACH END FOOTING PER STRUCTURAL ~-11.tAIN GROUNDING CONDUCTORS IN PVC CONDUIT ROUTING. LENGTH & SIZING PER PLANS ""UFER" GROUNDING DETAIL 6 IDF RACK ELEVATION NTS 5 NOTES: ¢,, CONCRETE FLOOR ANCHORING CONCRETE FLOOR ANCHORING DETAIL 2 DET AtLS DEPUTY CITY ENGINEER DWN BY: _,,,__ CHKD BY! PM RVWD BY: NI fV/t>e-411 PE 281 76 EXPIRES J JI 10 DA Jt PROJECT NO. ·~M, I DRAWING NO. 463-1 .__ _______ _, -~------__,, .. / ' \ I I __ J - MOUl'fflNG: SURFACE PANa-HVAC LOCATION: ELECTRICAL ROOM \IOLTAGE: 480V,.JP,3W 14,000 AIC SYM 250 AMP BUS MlO N LRMt-'t:1 ..... CBPMRL I N 0 DESCRIPTION ~Vl:ll"f:=AMf'-ERT ES-_ -I E I O R I I R O I E I \IOLT-AMPERES DESCRIPTION O T A B C T C s L K R " K L s C TE ---,.. B I -c-T E-1-~-,---------I------· ____________ E __ P ~_C __ E R CC R E C P_+-''-l------+---1----+-------------l--'E"-' 1--.µA:,,CeL."'-"'--'-1='-1 _______ i_;4:,,2cc6"'8'--l------+-+-'-1_·_..3+"3...,0cµ•+•"+'3,.0'+'3'+-'-1+--l--+4,~268 AC/J;2'---_.1 _______ _j__~ 4268 --34--4268 4268, :--1, e 4268 - _ AC~/--"S~1_-=2 _______ J..3159 I'---1 '-3_ 20_.J_ •+c-30c.+~3-+-1_,-+--+-~42~6~8-+--~ -"A..,C/LS.,.2.,_-_.2~--------1--l l~1 .. s._-9--1---1--1---1-1---1----·• ,o+---+---+~---1---1 4268 3159 --1'112 --; 4266_1------------+---+ AC/S1-3 42681 1 3 30 113 •• 30 3 1 4268 ~C/§2-3. _______ +-~ 14268 15 18 4268 AC/S1-4 24931 4268+--t-+-+--+---+'~'l-''""l---cc-l~-+--1----1-----1--~ 4258 - 1 3 2(?_1_120_~ __ 3 __ 1 ___ 6260+--~ ~_2-4 _______ +---1 L 6260_1-----1--------------1----1 --2122:-- I 2493 --2324 --6260 - ~tt-__._1 _______ --1.-1 1---+A~c~:1~:s_1_-_5 _______ l--38Z8--1--- l 3878 '--1--f-1._ 3 _ 20_,. 20 _1_5-+'2'-l--1-+--1--+--'1~50~0~=~ --27,. --1500+----1------------1--l , 3878 --21:,03011 5544 IWH-1 AC/S1-6 38787· 132031323011 5540 IWH-1 38781 ]334, 20 1 SPARE 3878 SPACE 3?130 .__+-SPARE~---------1--1 SPACE .. .., 41·41! !----'----------+-~--_c__ __ I I____ -------- 1-----------'S~U~BT_O~TAI. 2_1944}2_1_944 ~1_944i----------------+'26104 20564 24608 SUBTOTAL._ ______ ___j 48048142508 ♦6552LVA_l"~R,_.__P._.HAS=E._ _____ _, f-__ 1_37__,_1_ KVA TOTAL CONN~G_I ED_ L-OAD=---l NOTES TOTAL LOID -137. 108 1<VA OR -165 AMF'S 13 MISCruANEOUS OUTL!'15 1 2 4 MOUNTING: SURFACE PANEL-RECEP LOCATION: ELECTRICAL ROOM ;fl 23 \IOLTAGE: 120/206V,3P,4W 10 000 AIC SYM 225 AMP BUS MlO N 1LlfMPBCvBPMRL 0 DESCRIPTION '--\IQLc=AM.rcPERES_ I E I O R I I R O I E I \IOLT-AMPERES T As c TCSLKRRKLSCTE-A ·s1c E+~-=--------+~-+----'----li--"E'-1-'P+C-c+"E-l-'R-'--+C"-l-C-~R E C P 100 YARD RANGE 1080 l--l-5:c+--+-'1-l-'2"'0'-+-'1+-"-21--20=.l--'--1 +-'-1---l-+1c-5..,60'C-I---CU-1 -1 DESCRIPTION N ,0 T E 100 YARD RANG,=E~------1 L1,_.0...,8:-c0+-----l--+'6+-1---'-1 +°'20'+3°+4+'1~5+-1+1.___+_, 144 FC-1 100 YARD RANGE 1080 6 1 20 • o 20 1 3 1600 EF/S1-3.__S_1-1_,_S2'-----1. ___ __j__, l---l-1c-OO._-__Y .. 1\_._R~D--'-"RA"'NG=Ec.=CA.cMccE=.RA~---1-1cc2~00-"-I-I__ 6 1 20 ? • 20 1 6 1080 I GEN. RECEPTACLE _ _loo YARD RANGE CAM~RA~ D_200+--+-l--1-'5'--I-' ,_1 ~20.,___,o'-+",o'l-=2"0-l-'1-+-+5+-I ILl,.-OecB:,cD __ ...... ,,,GEN=._,RE=CEP!""-"-AC=LE=------1----1 1 OD YARD RANGE CAMERA L1,_,200=+-+6':'-+-'-1+=2"0_1,,1µ1~2 __.2,-0+1'++7·c..1---+-~ , 1260 GEN. RECEPTACLE 25 YARD RANGE CAMERA 1800 9 1 20 13 14 20 1 7 1260 I GEN. RECEPTACLE _ 25_YARD_RANGE_CAM=ERA_cc._-, 1600 1 , 9 1 201510 20 1 6 11080 GEN. RECEPTACLE 25 YARD RANGE CAMERA '---1_600---'--'--c9 _1 __ 20,,-1~"-'~•t-'2~0~_1 +--6+--1--~ 1080 GEN. RECEPTACLE GEN. RECEPTACLE 1448 8 1' 20 ,a,~_~0---,---1_.,_2 _____ 1.600_,-__ -~~f_1_1_4. 122 PROJECTOR GEN. RECEPTACLE~-------1 1446 8-1--20--22 20 3 2 1000 I GATE OPENE=R_,_ ____ _,__, _ GEN_.__RECEF'TACLE~----+--~ 1448 8 1 20 2324 -, I 1000 - CONTROL RM. 118 1080 1--+--1--B __ l_'-20 ""r20c+----t---+--+---+--t-1~0~00~-- CONTROI. RM. 116 T 1080 l 3 1 20 ., "' 20 1 900 I POLICE SIii'! LIGHTING CONTROL RM. 118 1080 3 1 20 20 :,o 20 1 I 1500 POLICE SIii'! LIGHTING 1 1 GEN. RECEPTACLE 900 5 1 20 a, 32 20 1 500 i ~EF=/_.,S_._1-_1_._1.___ ______ L-J GEN. RECEPTACLE~---~ 900 5 1 20 ll34 20_~1_ 3 1600 EF/S1-2. 52-2, S1-12 GEN. RECEPTACLE 900 5 1 20 ,. :,o 20 1 L 500 _ CONTROL PNLS "ACP" /"BCP" TEI, /DATA RM. 107 720 1 4 1 20 3? 301 20 1 1 300 _FlRs_ ALI\R_M CONTROL PAl>l~I.__ 2 TELE/OATA _RM'"-.-1'"0"-1-----1---"-""-sL-7-:2-=-,o---::+-=-+-+---'4+-1-+'2=0Cf'"',."f♦0~"+-'2~0'-+~1 ~1'°3+-+---, 1 sao FIRE SMOKE DAMPERS 2 TELE/DATA RM_,_1_0.~7----+===-+-7~.20~+--'-~'_-4c_c_1~2~D'--"-.•' 42120 __ 1_~--------'-_..500=--'-"S"---PA ... R .. E~--------'--' f------------S--Uc-BTc.OT=/1~ L 80_28 8028 B02B --7300 I 7364 7440 SUBTOTAL TimL LOIO = 46. 188 l<VA OR -129 AMF'S 54 CONYEMENCE OUTL!'15 135 MISCEUANEOUS OUTL!'15 15328 15392 15468 YA PER PHASE a~~~==~-------< ----'-46.2 t<I/A TOTAL CONN~c:r~D-_~LC)ll=O._ __ _, NOTES 1 VIA LIGHTING CONTROL PANEL --- 2 PRCMDE LOCK-ON DE\IICE~-------1 ______________ _, MOUPmNC: SURFACE PANa-MCC LOCATION: ELECTRICAL ROOM \IOLTAGE: 4!IOY 3P -1 000 AIC SYM 225 AMP BUS MLO N LRMIPBCCBPMRL N 0 DESCRIPTION \IOLT-AMPERES I E t O R I I R O I E I \IOLT-AMPERES DESCRIPTION 0 T A B --c-T C s L K R R K L s C T A B -r--c-T E~l-----------\--,--+---+--+-=E+P._ C, E __ R C C'----R'--+=E+-"C-+-P--+'E'-l--==--'---1--l_+==--------+E 1 EF/S1-9 3718 1 '3 30 , 2 20 3 __ 1 3878 --"S~F/,_S-c1c_-_1c__ ______ +-1'-l 3718 - -3 4 - -'-3878+---+-----------l--l f-:-i-=c=-,-=-------+cc·=7 c-3.._.7c_,1_..8+----l---l---l---+---"-•l-'•'-l----l---l----l---l-----1--~ l-1'-+'EF"--'--/,,_s_.__1-_1,..o'--------l-'9,..,,029 I 1 3 50 , , • 20 , 3 1 3878 3878 - ~)-2~-------j 1 1~9~0=2=9-----1-----1-l----l----l-9 __ I tOl----+---1--1---+---+ --n,2-:-9029 387B - 3878 - 1 EF /Sl-6c__ ______ l-1 .. 5c-O-c0+--~ 1500 1 3 50 13:1-4 20 3 1 3878 SF/S1-3 3878 --1s'tll-- 5540 --111a--3878 - 1 EF/Sl-8 13800 1 3 110,. 211 _20~-1----3-1-'1--l---+-+38=7-'"8-+I-~ SF/S1-4 SPACE SPACE ---- ~13~8~0~0+il--t--l----l---+-----+----l-"71 22 ----1--1--+--I 3878 - 13B00 --23 24 --L3878 - ' 3 -20 21 20 3 1 3878, SF/S1-5 I I 2?"' - -29l0 - - 3 "'32 3 I --3334 --I l'----l---l---'--+---+l_------l',,1:,.'----l---l--l---l-l---7 3739 -3 41-42: -_, 3878 - L387Bf-------------l--l SPACE ------ 1 - SPACE !------------'SUBTOTAL 28047j2804-c~7_,_3~2~08=7_,_ ___________ _ 19390+-19_3_9_0+-1_9_390_,_5U-,B~i_,_0 .. IA .. L._ ______ --I _4_7437j47437 5_1_477 VA PER PHAS._.,E _____ -J N 0 T E -roT'AL LOID -146.351 l<VA OR -177 AMF'S MOUPmNC: SURFACE VOLTAGE: 120/2oev ..... ,4W 9 MISCELLANEOUS OUTL!'15 PANa-RCEP2 10 DOO AIC SYM ------'-'146.4 t<VA TOTAL CONNECTED_ LOAD ___ _ NOTES L--1--COMB_.__WLMOTOR Sf~R AS_R~0UIRE=,D~. _ __, 2 LOCATION: JANrrOR ROOM /1204 1DO AMP BUS MLD LRMPBCCBPMRL N DESCRIPTION \IOLT-AMPERES I E I O R I I R O I E I \IOLT-AMPERES_ DESCRIPTION 0 -A--:C.-9--,-c-T C s L I( R R I< L s C T A e·-·1·--c-T ---------l-----+-----+l __ -4---=E---J-C-P-I-C E R C C R E C p E -l---------------+-~E VENDING MACHINE 1000--l--~ l--+---\--'-1+:1~2,.o+''+-'-'l-'2'.='o'--'--1 +--+-++:..70..,,0"-+~-EF/S1-4 _______ +--l ~ VENOING~MA=C ... Hl~N~E------1 1000 I 1 1 20 3 • 20 1 10 , 1200 , FIRE SMOKE DAMPERS 1 VENDING MACHINE 1000 1 1 20 • o _ 20_i--1-10-+--+-= 1 1200 FIRE SMOKE DAMPERS 1--VENDING_MAC~H=IN~E~-----+-1~0 ... D~O-'__ 1 1 . 20 7 s 20 1 300 SF'AR ... E=---------+--1 _ BREAK OUT AREA_f2_10_ _ _ : 1200 I 1 1 i 20 • 10 20 1 500 I SPARE BREAK our AREA 1210 IL1~2,.oo...___._'-1~-1--1·_-1-·20 ,, ,.4-"20"'+-'-1+--+--+-+== SPARE 500 1 20 1314 -~0 __ 1 __ f--+-+-+--'5=00._..__i-'1 -~ ,_,s~R~A ... RE~--------+--1 I 500 SPARE _ _sPARE_____ 500 1 20 15 10' 20 1 4 720 I WEAPONS CLENING RM. 119 SPARE 500 1 20 1? •• 20 1 4 I 720 WEAPONS CLENING RM.~11~9--t---1 SPARE 500 1 20 10 20, 20 1 4 720 WEAPONS CLENING RM. 119 _ _sPARE~---------1 500 1 20 2'22 20 1 2 1600 RM.i 200, 201 PROJECTOR SPARE=---------+--~ 500 , 23 24 20 1 , 9 l1_6_2~0+c2=-N=O~FL=-R._,_. __,G"E~N"--. -'-R=E~CE='PT_..,_. ---1-l SPACE -, 25 21 20 1 9 1620 2ND _ FlR._ GEN.~RE_C~E~P_i ~• ---+---+ SPACE I -I 2? 20 20 1 , 9 1820 2NO FLR. GEN. RECEPT. ~,SPACE-c=.---------+---20,0 20 1 5 L900.~-'2='N~Dc-=Fl~R ... _G::"EN:c---.~RE=C=EPT=·--1--1 1 SPACE -I ,n 32 20 1 5 900 _ 2ND FLR._~EN_. RECE=PT~. ---' SPACE -:,.., 34 20 1 5 900 2ND FLR. GEN. REl:EP_.I_ .. _ -=-l SPACE ~-----+-f--t-+--+--t35 '"c 20,-1-1'+--I--+--+--c_,a5--00--....:l.cR---OOF-"'----------+--I SPACE=------------+-I-~ l?,.. 20 1 -_5F'AC~E~--------+----l ~ SPACE________ I -""40 20 1 '-----l--~SR~1'£==E._ _______ -t--l SPACE _ ----'--'-------'-----+-•••""•"2,c_--20-__c__1._ -'---'------'----l-=~--+----l-'S"PAC~E~ __________ _ !-------------'SUBTOTAL 3000~2.,.0-_-0CL_-3..,20..,,0.,_________ _ _4740 I 6540 5440 SUBTOTAL~--------+ 77_40_L9740 8640_ VA PER PHA~SE~------1 TOTAL LOAD • 26.12 KW\ OR = 73 AMPS 58 CONVENIENCE OUTL!'15 2 .. MISCEW\NEOUS OUTL!'15 l----_.25...,._.1,_nt<l!A ~ TOTAL_ CONN_E_Cl~D _ ~OAD __ __, NOTES 1 PROVIDE LOCK-ON DEV!CE~-------1 2 3 4 MOUNTING: SURFACE PANEL-BPC LOCATION: ELECTRICAL ROOM ;f105 MOUNTING: SURFACE PANEL-BPR LOCATION: ELECTRICAL ROOM /1104 \IOLTAGE: 12Q/20eY,3P,4W 10.000 A1C SYM 100 AMF' BUS 100A-JF' MCB \IOLTAGE: 120/?Qev,JP,4W 1D,OOO /\IC SYM 10D AMP BUS 5°"'-JP MCB N L R M e " C C B P 1,1 < L N N c < M e B C Cl B P M R l N O DESCRIPTION \IOLT-AMPERES I E I O R I I R O I E I VOLT-AMPERES , DESCRIPOON O O DESCRIPTION , 'IOLT-A_3M_7 f'ERE ___ S I . E I O R I I R O I ~ I VOLT-AMPERES DESCRIPTION O T ---,.,-:::-e·---c-T C s L K R R K l.. s C T -"A --s l,:" T T ,--A B c-T' C s Li t( R R K L s C' T A B C T 1--E'--l----------------11-----1-----1--E'--l---'--P+"c+'E+"-R--l-'"c+'-cl-,R.'---E O c_ e E __ _ _ __ _L__-J------------1-·Es.. l"E"-+========--f----===-_1_ __ 1-E P O c_~ E~1-I ,R,---+'c'+"c-_,R'-l--'E-l-'c-+--'P+E'--1-----I---.L.---l-,---,-----------1-Ee.J ~ ""-~• ""'2 SM(Jl(E GENERIIT!IR 1200 2 1 20 1 2 20 1 6 256 EXTERIOR WALL LiGHTING __ Ll_ 1 EXTERIOR WALL LIGHTING 200 1 _4'--l---+--+--'1---!-=2~0---1--'-,-l-"2+20 __ 1_ 5 210 lYPE "T" UG~HTI~NG=------+-' RM •115, •11a SM(Jl(E GENERIIT!IR 1200 : 2 -1 20 ~ 4 20 1 13 546 ' !Sf FlR lYPE "T" LIGHTING _ Rlol_f'07',_-jl1M SM0"".:.°"'"'""""' 1200 2 1 20 ~ 4-20 1 6 300 lYPE "Q" LIGHTI~NG====--1---+ RM •112. #111-SMOKe °""""T!IR-1200 2 1 20 • o 20 1 14 700 1Sf FLR lYPE "0" LIGHTING 1ST FlR SM01(£ PROP B:11/tP...-r 700 2 1 20 5 s 20 1 2 1200 2ND FLRSMOKE_G~~RA:ccl'c-Oc.R4-J _ RM_f,11, #115 SMOKE GEN.,.,.TOR 1200 2 1 20 ? o 20 1 8 336 2ND FLR lYPE "T" LGHTING 1ST FlR • .., •• PROP EQUIPMENT 700 -1--!-='2+-1-+-"2=0~?,_.s _20 __ 1 __ 2+-1---l--'-7--"0..,_0---1--~ _f'ROf'__EOIUPMENT_RMJ/.01~1=0_, 1000 , 112001020 1 5 300 2ND-FLR-1YPE"O"LGHTING---+---+ SPARE 500 1 209,020 1.2 UOOO PROP EOIUPMENT RM 11110 -"-500"--"-+--+--+1+..-.1 +'20 11 12 20 1 1 1000 PROP EQUIPMENT RM 1/208 SPARE 500 1 20 11 12 20 1 l---l'"""'-'#205,"""'-'~==""°="E"-"G"'ENER,t;~,eTOR,,.,_>-1,_.2..,oo~--, 2 1 20 13.,. 20 , 1 1 500 PROP EQUIPMENT RM_]l/,_.2"'0"'B-'_J SPARE 500 I 1 20 13 1• 20 1 PROP EOIUPMENT RM /1302 1000 1 1 1 20 1510 20 1 1 5 300 3RD. 4TH FlR TYPE "T" LTG _ SPARE 500 1 20 ,. 10_20 __ 1_-1-1-1 ---PROP-E01UPMENT RM i/302 _1_.000=+-1-+--+1+.1._ ...c· 20 17 10 20 1 2 1 360 STORAGE /1303 RECEPTACLE SPARE 500 , 1 20 1? •• 20 1 RI! ,ll,t01 SMOKE GENERATOR 600 -l---\-1+--'1-f:.C2~0-+1~•.,_.20"J-'20=j-1.+-~-2 __ 1_200 RM l108 __5MOKE GENERATOR SPACE 1 -I 1 20 19 20 20 1 ---SPARE _______ ------1 500 1 20 2122 20 1 6 _1080_-+-_-+S!Tl'"_cccU,GHTl""-"""'-"""""M:I.E . SPACE l'----1-------1--1--'--'-1+'"2"-0+·"' 22 20-_c.1--__,___L_J__ SPARE 500 1 20 23 24 20 1 L"'.500=-i.=SecPAc,:R;,Ec......---~~----1--1 SPACE 1 20 "24 20 1 SPARE 500 1--1---l-+-1._ +20 25 20 20"---,-1+-+-+-l-5~0~0'--+~~ '-'S~P~A ... RE'-----------+---' SPACE -I , ; 1 20 20 20 20 1 SPARE 500 1 20 27,.. 20 1 500 SPARE. ________ +--! SPACE I -. 1 20 2?,. 20 1 f I SPARE 500 l 20 20 301 20 1 500 SPARE , _ SPA_CC ... E~-------t--~ -1 20 20 30 20 1 " SPACE -1 20 ,n 32j 20---1-1:---+-+-+--+--~ SPACE 1 20 a, 32 20 1 ~ ~_SF'~ -1 2D 3334 20 1: SPACE I 1 20 lll4 20 1 ~ SPACE -1 1 20 35 :,o 20 1 '--+-SF'ACE~--------1--1 1 20 35,. 20 _1 __ +-+-+--+---~ ¾ SPACE -7 1 20 37 ,. 20 1 • I ,_,S.._P_..AC""E"'----------+---1 1 20 l? ,. 20 1 5 500 500 ' - -I I - I 2ND F\Jl PROP EQUIPMENf~--+---1 2ND FlR PROP EQUIPMENr #202 900 ~ UCHTtNC POLE. RECEPTACLE SPARE SPARE 100 SPARE _sPACE SPACE SPACE ----- ------1----+ L.?~ACE=------------- i SPACE SPACE -SPACE l'-------1----1--1--l--l-1_,.20_3040 20 1 : '------1------+_,SP_._AC=Ec__ _______ +-i , 1 20 3040 20 1 I ' ~_sF'AC:E=-----===+=~-==-+--==-c=-1---IL__LC1.L'"2..,0Cl •• , .,,~~20~--'-1~--'---'--+--~--+---SPACE=--------LI _, 1--~-------,,=--l--=~=~f-= ---'-~"---~1~20 •• 42'<l_-2,.-0C.L1-'-L-1..-L--\----,-,-=-,-..,.=c-=c=-i-===c--------'--~ '-_______ SUBTOTAL 4700~1_-4:-.200==37~0~0~-------------l--'2-_,7__c9~2-+i--"2=7-~26 3060 SUBTOTAL __ -· 1------------'S-_-Uc-B_..IO=TAL 1400 2200__,_._.1-'-7~00-c__L _____________ , 1410 1800 2200 SUBTOTAL t 7492 I 892!1 676D_._,__._VA._.___.P_.EccR'-'--PHAS=--E._ _____ -I 2810 4000_L3900_ VA PER PHASE N 0 T E MOU!llllNG: SURFACE \IOLTAGE: 277/4BOV,.JP,4W DESCRIPTION PANEI.-LTG LOCATION: ELECTRICAL ROOM 14,000 AIC SYM 225 AMF' BUS MLO Lt<Mt-' t:iCCB PMRL \IOLT~MPERES l E I O R I I R O I E I \IOLT~MPERES DESCRIPl10N 1._l(~~B--r-·-c-TE Cp S L K R R K L. S C TE ---X. ~8--j·-c- =~===-----f-cc-c-=4---'--+:"cc-'-+C E R C C R E -~C'C-J-,_P--1-'+---l---"------l--~~~ 100 YARD LIGHTING 1120 l-c3ccc5+--j -+-+-'1-r':2'-::0-+'1+=2 +-'20=--~-~1 +-+---'-28 2800 tx I ~RtOR WALL LIGHT N 0 T E 1 ---1 100 YARD LIGHTING 3712 I 55 1 , 20 3 • 20 1 46 1933 I EXTERIOR WALL LIGHT l--l-'Sf=O._.F!AGE='-"LI---GccHTI._.NG=--------1--7 ~ -l_\§_00_ 50 1 20 • o 20 1 170 ~-l~!!80_ 2ND FLOOR LIGHTING PRISM ROOM AREA LTG 3264 1 45 1 20 7 • 20+-1-+--+-+4'-'1+-"3"'37~6c..,..' =--, 2ND_FLOOR_LIG_HT_IN_G0 ___ --+--1 = 25 _YARD LIGHTINGc__ __ --J __,3~0~7~2+1 __ +-4_3+--+--+-1--+-2-'0'-+o+-",o+--20-+_1 _ 19 ,__-3'-"9°'90"-+f~-+'51=1 Ec..,_PO~lEcc..=L,,alGHTI= .. NG..,_ ___ 1-1'-l IL3~9~84'--'---'~3~8f--+--l---1-+-"2~0+'~'+'''S'-2-'0-l-1-+--+--+-1-l---7 I 1000 LANDSCAPING 1 25 YARD LIGHTING 1Sf FLOOR HALLWAY LTG 2080 l-"3"11---l-----l----'1-l-'2c"Oc_µ,1l'l-'"'•l-2='0c'..l--'--1-1---l----l----'1-l---1 .. 0e-0.--:0--1-_~ ~DSCA_.._P_.._ING=------f--'--11 '-'-'RANG=. E CONTROL AREA LTG 2000 I 23t---l----t--1-t-=2=0--r,s'f-1~•~· 2='0'-+c-1 +-+-+--a _1c-OOO=+f __ +S.PA.._.R-cE ________ l--l SPARE IL1'-'00=0+-t----l---'-1+-20 17 ••·-~20~~1+--+--+--+--~ I 1000 SPARE~-------+--! _ SPARE ________ l-'-'1 O .. Oc-0+-~ 1 20 •• 20 20 1 1000 '-"S .. P .. AR ... Ec__ ___ _ SPARE 1000 i 1 20 21 221 20 1 1000 I SPARE SPARE L1000 i 1 20 23 241 20 1 . uooo SPARE I SPAC=E~-------+----+--~ .... , -I SPACE.______ ------1---+-+--+--1'--l---!'27'-t..,=+--+---+--+- SPACE -2130 ' - -I SPACE SPACE SPACE -3132 SPACE . SPACE._ ______ --' '-----11--+-+--t-+-+--tll 34'!---+---+-f--+-----, I -I SPACE -1SPACE SPACE -,.,. CQ,mNIJOUS LOID. 37811 VA X 1 .25 = 47.!M VA + OTHER LOo\O = 9000 VA -roT'AL LOIO -562&< VA OR -88 AMPS MOUNTING: SURFACE ]?]S 3040 524 LIGHTING OUTL!'15 PANa-LTG2 B175 7923 5880 SUBTOTAL~--------! 15640_l1_7707 13454, VA PER'---P.__.H_.._AS,___E=-------l f--__ 46.8 t<I/A TOTAL CONNECTED LOAD __ __, NOTE=S~---- _1__LVIA-~IGHTING CONTROL PANE=L._ ____ --j 2 _3'-'----------- 4 LOCATION: ELECTRICAL ROOM IIOLT~E:1ro ~ev~.~3P~,~4W!'---,--------,~==-ns-.-,.-r~10~,~oo..,,o'a-',A~ICS"'7SYMITT,,.,.,!=2~25:,..cA~M~P....:e;BU~S"---rM~L~O---------;vl N LRMPBvC"PMRL N O DESCRIPTION \IOLT-AMPERES I E I O R I I R O I E I VOLT-AMPERES DESCRIPTION 0 T A B C T C S L K R R K L S C T A B--,--c-T l-'E'---1-------------1---+--~---+~E+-P--+-C-f-~E+-R CC R E C p E ----J-__ _L I_ ---l----------+"'-E 25 YARD RANGE LIGHTING 1050 _7 1 20 1 2 20 1 7 1050 100 YARD RANGE'--,U..,G._,HTl,,,NC""-----1--l _ 25 YARD_ RANGE LIGHTING __ -' 1200 8 1 20 3 • 20 1 7 1050 100 YARD RANGE UG,_,HTl"'NG-=----1---1 25 YARD RANGE LIGHTING L1 .. 3=5~0-t--'9-t-+' -+-'-1+=2~0-r•r•'t-"2'-::0-+-1-1--l--+-~7_ --~ 1050 100 YARD RANGE LIGHTING l--+'25"'--;"-AAQ=_.RMIG=""E'-"UG=HTle:NG=---1--·900_l----~ 6 I 1 20 ? o 20 1 7, 1050 f---7 100 YARD RANGE LIGHTING_-+---+ _ 25 YARD -~ UGf:ITING 900 6 1 20 o 1G 20 1 L1~500=_,_ __ C.OMPRESSOR _ 25 _ YARD RANGE LIGHTING ~90~0c....-c6-l--t--+c-1 +=20-=+'~'F"' _ 20_1-1•+-----1---1-~ 500 ACTUATOR RECEP I--+-' 2~5c.." .. ""=D_.RA=NG~Ec..--LI ... GHTl=NG=---~9-00 6 1 20 13 14 20 1 1500 1 COMPRESSORc__ _____ -l AIR COMPRESSOR 2100-+----+--+-l-1-l-3~3"'0~1"1• ,,,••,-=2_,_0+-1+-7 :_J-,---, L"'.500=--1-----1-'ACTU= ... Aec-0 ... R'-"R"'EC .... EPc:___ ____ 4-1 -l lliOO , --1? 1• 20 1 500 SPARE._ _______ +---1 SPARE SPARE SPARE SPARE 1-----------SPARE SPACE SPACE SPACE SPACE 1--2PACE ->-->--~--+----+'9~~~1--1+--1---+-l---"-50~0'-f-l~~ --"S~P~AR~E-___ __ _ 500 1 20 21 22 20 1 l'-"5-"00--....:~-+S"'PA-'-"R"'E--------J-,---, 2100 L 500,~+--t--t--' -'-1 +=2~0-t'23=F .. +2c-::0+1-t--t--+--t---=c=, LI _..5..,,00-----i_.,S.__,PA_,,R,,E,_ _______ +--I 500 I =r-r--1 __ 20 "' 20 20 1 500 I 1-"S"-'PA"'R_.,,E._ __ 1~500~+--t--t->--~'-1+-2_0~~.-~20_,_1+-+--I---+ IL"'.50~0"-+l~~+S~P~A~R=E--------+--I 1 1 20 ,20 :,o 20 1 ~500=-+cS"cP ... AR~E~-------+----, SPA..,C,._E _______ -+7 500 !31 32 '-----11--+---t---f-_j..-+1-ll 34 --+-+-+---+' .. "'f'""·-1----+1---'--+--~ 31' !WI I 30 40 I SPACE I SPACE SPAC_E:C----------+--l Ll _ _j __ ~SPAC=E-----------+-'-1 SPACE 1---LS~PA=C~E-----~=-+---=--=-r----+'==t--~~~~1 4-1,42 1 SUBTOTAL 5450 5200_-'--"53=5=0c_L,___________ _ _ _,__48=00 4050 3050 SUBTOTAL._ _____ _ 1--------- CONTINUOUS LMD. 11400 VA X 1,25 = 14250 VA + OTHER LOID -18300 VA -roT'AL LOID = 30550 VA OR -85 AMF'S 76 LIGHTING OIJllE!S 1 MISCELLANEOUS OUIL!'15 10050, 9250 8400 VA PER PHA,S~=.E _____ ---f 1----2~7 .... 7._t<I/A TOTAL CONNECTED LOAD~----; 1----r-____ _.NO"~i_..ES .. __ _ 1 2 ~--1--------------------1 3 4 ~ Cl.. THEIMCLUDEDDHAWa-,J;;Pf:QFICATION6,. 10~ DiSSIGN$AHD AARN,!GEMENl'S REPRESENTED THEREBY ARE ANll SHA.U. F<EMAIN T1'1E FROPERTV OF RAM Oc$IBN. QAOUP AND NO PART THEREOF &riALL 1!E COPISD,OISCI.OOEO TOOTI-lERS M IJSEO 1,1 ~TION 'MTH N«WOR.KOR. PROJECT on.ER. THAN THE SPEClf'lC PROJECT FOR.WI-OCH THEY W.VE.lll!EN PREPMEOAl<IO l".IEVELOPEDWITI-JOUr TI'k WFtl IIS. CONlll:NT OF Rfal DESlGl'I.GROUP. Va.w.CON'TACT WITH. TtlEtiE ~WINGI,, ORSPloCll'ICATION5 :iltw.LCOWSTITUTECOloCLU51\1£ E\ILDENCE OF ACCEPJANQ: 0~ -r~ R=STR.ICTJON5. 5\181i11ITAI. OF" THESE. DOCUMENTS FOR PUBLIC AGEHC:Y RENLEW SHAU. NOT BE CONSIDERED A WANER CW RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM Is a CalH'omia Corporation • 1--' ::> CD V) < • llllllwh' &+ ..., Do\1E E0-21.dwg ... ,._ _,- i • • • • ■!IHI! ·-••• ~o ::i .... -o (.) <~ LI. < 0 (.) z --,:J Z Cll -.Q ~~ I-Cll a:: (.) w >-0 Cll z ~ 0 C: Cl. 0 U)-w ,_ a:: 0 i-:& U) IO 0: N -LL. September 9, 2009 _ 1107570 E-0.21 fil ...J :::, 0 w :::c (.) U) ...J w z < Cl. - ~ co,mNUOUS LOID, 34:58 VAX 1.25 = 4298 VA 54 Ll<lHTING OUTLEIS --21.2 t<I/A 1TOTAL CONIIIECTEO LOl\0 COHTINUOUS UW>, 200 VAX 1.25 = 250 VA 4 LIGHTING OIJllE!S l--__ __-1:-_0 ... 7__..~.~~ TOTAL CONNECTED LOAD + OTHER LOID -17740 VA 11 CON\'ENIENCE OUTLETS NOTES + -OTHER [0/10 = f05f0 VA 16 CON'IENIENCE-ourtETS f---c--.,,.,,.,.-c===--::NOTES 1-------J---1~---~--~~~1-ffl'lillt-~JB--'"1A>-----<11-1,,1sceu11Noo1JS---OOT1£~,,f---j:::=1--1=:('111A--UGHTING--CONTRO~f>AN~-=====::::l-lr-~-~-~--1-~--=At--tOI0--~107eo. VA1--~~-,2_M,scEUAN=omu:ra ____ , __ 1 _LWLLIGl:fTI,_._...N..,,O,,.:_CO,,..,.NTRO;-:_~-L ... --:-,P-:;,A::N".:.a~:-,;.--_-_-_-;:_-_-_-_-,;.---1.J-----------1--1-__ 1-_--'-__ -__ ~------~-~--'----~----__J- -1' - -OR--= 62---AMPS -2 -------_OR_= JO-_AMPS 1---=2-~~~~~~---•·-----------1 I _ J s;0~T [ CITY OF CARLSBAD ENGINEERING DEPARTMENT -- ~:;:;MR;;;R;:;O;;;VEM;;;;:;:ENT~:;;:PLAN;:;:;:;S;;:F;;;O;;;R: ~ ~ CARLSBAD JO/ffTFIRSTRESPONDER TIZAINING FACILITY } -! ---1-------------------1 1------~-11--------~ -_____ _, ~ -~ " ·---~ ;; PANEL SCHEDULES AP!R) ,V§_D lt_!W~ E. ------DEPUTY CITY ENGINEER -P2E;;2;;81~7;_,61!!EX-PtR""E,t.S_J_3_1~0 -C,~0'-- DWN BY: JI I CHl<D BV: _J)M_ RVWD BY: NI PROJECT NO. ,iaee I DRAWING NO. _ 463-1 -, ' ' t , ,s ( " <> oi< ~ ~ "' "' -~ .. -~ ~ :-" .., <> I _g_ • ! g I "' .. <> i -[I! .. --~- t ~ -" i:i <S "' -:I! ' --..... ', ' '\ \ \ \ \ \ I I I / I ' I / I , I I I I I / I /.,, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I j I I I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I I ! I I I I I I I I I j I I I I I I / I I I I I ! I I ! I I I I I I I I I I I I I I I l 0 ------·------·----- 0 /, I I l· I I v--f ,., \ / I/ ) I ,, I . // I -I I I I J I/ I I I/ I 1 // I r'IJ I I // I .@' =m ,JL DR!lL GROUND' I TYPICAi£]! WP BPR-12 ORCL 10)',10V ----t1I kuro EXTRICATION AREA ' I ' I I ' , , BPR-12 I SITE LIGHTING PLAN L ' I I I I ; -1 I -,, ' , I •• • I \ ~ ,// / / ,,.,✓,,~\,::. \ --,,,::. , ..... --/ l\\ / - EXISTING POLICE DEPT. f ACILITY 1 KEYNOTES .I:\. THESE POLE LIGHTS SHALL BE RECONNECTED &: ABLE TO BE TURNED '-.!,," ON &: Off O BOTH BURN PROP BUILOINGS. <3>' TOGGLE T'IPE LOW \IOLTAGE SWl'TCH, <S::> EXTERIOR WIRING SHALL BE 110 AWG MINIMUM, UNLESS NOTED OTHERWISE. <3> PRIOR TO ISSUANCE Of'" A BUllOING PERMIT, A DETAILED LIGHTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIRECTOR. THE LIGHTING PLAN SHALL INCLUDE SPECIFICATIONS INDICATING THAT ALL LIGHTING RXTURES HA VE BEEN DESIGNED TO INCLUDE SHADES OR HOODS, DIRECTIONAL LENSES, OR OTHER TECHNIQUES TO MINIMIZE LIGHT SPILLOVER ONTO ADJACENT AND NEARBY PROPERTIES AND REFLECTION INTO THE NIGHT SKY. FIXTURES SHALL INCLUDE DIRECTIONAL LIGHT MOUNTS AND NON-CLARE HOODS TO REDUCE THE POTENTIAL LIGHT AND GLARE IMPACTS ON SURROUNDING PROPERTIES. TI-IF l"ICLUDED ORAWIMGS_ S?EGIACA.TIOHS. IDEAS,. 0£SIGNS AND AR1¥HGEMENT8 R!::PAESENTEO TMEREBY ARE.AND 91-W.Lr.a.wN TIE PROPERTY OF Mw.OllSIG"-(W)U? AND NO PART THEREOF SI-IM.l. BE. CXllPIEf\ 0!9C! 09FD 'TO OTHSRS OR USED IN CONll,IECTION WITH PH'{ WORK OR ?ROJECT OTHER THAN n-1£ Sl>EGIFIC PRO.IECT FOi\ WHICH THE'!' HAVE 111!91, PREPl'IReD AMO CEVELOPEr> WlTHOUT nt:.WRITTSICOHSeNTOF MM.DESIGN GROUP. IIISUAl.CONT...CTWfn-t T~ l»<AW!Nlo&. ORil"tiCIFICATIONS SttALI. COkSTI~ COtrlCUISlllE lo\lllJlokCE OF ACCEPTANCeCIF THEl>E RESTRICTIONS. SUIIMJTlALOF THESE DCCIJMENTS fCIR PUEll,.ICAG=NCY REVIEW SHAU. i'l:CT BE CONSIDERED A WAIVER CF RAM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation • 1--' ~ w (II <( • " ~ ~ w ti " w ~ ~ ~ f:l ~ ~ "' ~! ~ ~ ~ . ~ ~ .. "'t ~ f ~ ; I ~ 0 -..I .... -0 (.) N <C c,, u. <C z C, (.) :s z ~ -,, 0. z IQ -.0 C, ~ 1h z ;: -I-IQ I-a: (.) ::t: w >o C, 0 IQ -..I z== w 0 C: I-0. 0 - (h ·-(h w -a: 0 ,_g U, IO 0:: N -LL. ciib Fit E:1-01 .dwg September 9, ~'--- ...,,._. 1107570 ,...,. E-1.1 fsHEii7 CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT MPROVEMENT PLANS FOR: CARl.SBAOJO/fff FIRSTRf!SPONOERTRAIMNG FAC/trTY SITE LIGHTING PLAN DWN BY: _..,,__I, CHKD BY: Dt,t RVWO BY: NI . PROJECT NO. ~ I DRAWING NO. 453-1 (/'J :, 0 ~ ~ ,.... Gt IV ---~--~-~0>----- 0'\ .i:,. 0 O'\ -w IV I .i:,. ,-,. 00 .... --' I I I ! --' ' \ \ \ \ \ \ I I , I I f I I I I I I I I I ! I J I I I I i I I I I Ii I I I I I I , , .. ' I I I I I I ! ! I I I I ,' I , I I I I I I . I I I I I I ! I I I I I I I I I I I I I I t I I I! I I I I I I I I I I I I I I I I I I I / I I ! I I I I I / I I I I I I I ! I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I f I I I I I I I, f I; COMMUNihoN PULLBO*ES. (2) EACH, f'/ I : TRA~k j BOX / - FOR unurrr PAD D MOUNTEf>' 7RANSftJRMER1 SEE ON!j:1 ij!NE DIAGRAM ' 1; I I! I I I I I I I .1 I I I ' I 1· JI It f I' f i 1! /1 /I /,/ I Ji!/ fl I // ~ w ~ I I I :1 I ii I I n bl~ ij/ IQ} I I I I I I I I I I I I I 1/"" " I "'\ I . I // I I I // I ' I I I ., ti ! / // / (E) CA . EO (t) up I // I 1 // I f't1 I 1/ . 1/ C MSB-, MSB- SB-4 I \ I !/ I // I . IJ 0 -- ---l'OWffi DIS:l'R.1~.!P(Qi\l I Oll,..-8E(....J.01EO. ~(_}--··· ON E0.1/ , ' . : I \ \\ '~ '\ \ l \ \ I ·\ I I\ I t • I I I I \ '--l.- ' \ \ -. - - - '-L... \ ' -IF .. '~ N-f-: ,..e,' .... ~ _,-• ----.; (E) UTILITY POWER MANHOLE I I 0 --------------- (2) 4"C., FOR TELEPHONE SER\l!CE (l) 3"C., FOR CAN SERVICE &l ADER CONCRETE R , 0/ DRILL GROUND GATE OPENER, T'l'P 2. ~I = t = l = = = --------1;;;:J ------__;;--.... ..-11 -i AU TO EXTR!CA TION AREA CUL-DE-SAC TRA!MNG ~PROPOSE 1lURlf" - r--__::¥~-----Flflfl!L-..fl SIDENTIAL PROPOSED BURN ,...a-++--'P-"""--"OMMERCIAL , 1 l'v I I I / 6 >-I--'-+ I..J'--f PROPOSED SM00-11NG RANGE/CLASSROOM BLDG. 0 ¼-TO "ECB-IP" INAL CAB. ------------ 1 EX!STING FIRE S"'.'AT:ON No. 5 SITE PO\wEK AND SIGNAL PLAN STUB-OUTS FOR FUTURE ~ ADMINISTRATION BUILDING "'V PUBLIC llRT Sr![ AREA \ EXISTING POLICE DEPT. FACILITY N 1 KEYNOTES <3> IN AOOITION TO 3-FEEOERS. PROVIDE (1) 4"C" SPARE FOR POWER, (l) 2"C., FA AND (1) 2"C., SPARE FOR FA. ~ PROVIDE (2) 2"Cn FOR CAN, (3) 3"C., FOR TELEPHONE/DATA OISTRIBUTION SYSTEMS. (2) 4° CONDUIT FOR TELEPHONE SERVICE AND (1) 3" CONOUtT FOR CAN SERVICE. q'.>-IN AODmON TO POWER FEEDER, PROVIDE: l) z"C.. SPARE FOR POWER 2i 2"C., FOR FA 2 2"C.. FOR CA TV 3 3"C., FOR TELEPHONE/DATA l) 3"C" FOR CAN SERVICE 2) 4"Cn FOR TELEPHONE SERVICE 0 IN AOOmON TO 3-FEEOERS, PROVIDE: ~ 1) 4"C., FOR FA 1) 2"C.. FOR CAN 2) 3"C., FOR TELEPHONE/DATA <§> IN AOOmON TO POWER FEEDER. PROVIDE: (1) l"C., FOR TELEPHONE/DATA <§> COORDINATE CONDUIT ENTRY TO ENCLOSURE CONCRETE PAO WITH PUMP SUPPLIER/INSTALLER/CONTROLLER. I Ht INGLUUl::O U~WINGB,. 6PECIFIGATIONS, IDE,\S, iJESIGtM!.AND AARANGEM6'/l'S REF'f£&e.TED THEREBY ARE ANO SHo\U, ~N. I Ht l'Nll"~ f'I' Of-KHM.lkSIGN GFWUP ANIJ,NO PNll T~ 5HAll. BE. COPIED, DIBCLDBcD TO OT.!ERS OR USED IN. CONNECT~ WIIB ANY WORK OR PROJECT OTHER TI-IAN Ti-IE SPECIFIC PROJ.ECT FOR WHICH THEY AA\IE BEEN PREPAAEOAND !lE_\jB.JJFBl WIDIOUT THE WRITTDI. CONSENT OF RAil DEalGN GROUP. \jlSIJJoL COM'.t.Cl" WITH THESla DRAWING& OR BPECllF~TIOfllS&,l,\,U.CDNS nll.lTE Cllr.lCW!!PiE E\IIDariCE OF ACCEPT At.CE OF TH.ESERESTRJCTICNS._ SUBMITTAL OF THl=SE. DOCIJIIIENTS FOR PUEIUC AGENCY RE\llf'!W SliALL NOT BE CONSIDERED "WAIVER OF RRr.l DE910N GR.01.JP"S. RJGMTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporativn • ~ :::, co VI < : E1-02,cfwg .......... i; 0 ..I T" -o 0 <~ LL. < 0 (.) z ~ -,::, Z Ill ~~ I-:; a: (.) LLI >-0 Ill z~ 0 C 0. 0 u, -LLI ._ a:O o .. t-«) u, It) 0:: N -LL. September 9, 2009 1107570 E-1.2 0 Zz <:5 ffi 0. == _, o< a.Z w~ I-u, -u, .... ~-~~~II ~1~:::~<?!N(,~E~J~~I~~ --~ ~ · MPROVEMElfT PLANS FOR: CARLSBAD JOINT FfRSTRESPONDER TRAJNING FAC/L!TY SITE POWER AND SIGNAL PLAN DWN BY: CHKD BY: PM RVWD BY: NI PROJECT NO. ~ I DRAWING NO. 463-l ) :;. 1- i .. .. ~ !!! ;g i ~ l." ,, .. + I ~ ! -• i :t - i 8 i t ~---... ½ ~ -"' <i cs .. -,!; l TYP. i\ II Ii II I II II II Al J Q) ' 0 [§J 13ef 7m 07f a [§J 7e 7 rn m 7e 7e rnirrn le j 7e 7 m 7e 0 e D 2cl 2nl ~ LOOf!!/ [Nffi\' f I llll I ~'gm e 13 I GD1!1 1J! i ~Jbl ' ~~ ~ 13b3 STAIR UP 04c 04cl , 4cl 0 [!]13 ~f ~ [§J 13efg [§J 13ef 13ef 5h 55h 5h 5h c;t3b31~ ICil ■ltllCll .13 ~ 13b2 7 ! ~ !! 4ol t>' 0~ 1Sb ~g:nHttilt'll'iHt-- f 10 -i-----------ji"'"-"r"""" --------l! L smw --1----------+-j'-----------+-----------1----F-111 r 1 2 3 5 I (!) 8 5c 5d 5d IWiG£ 5c SlOOi . I 5c [] □ 9E] t]9ef 9ef gE] r;t 9ef t]9ef JB r;r Jed t]Jcd ~ 5cd ~ I i 5c 5d 5c 4"1 __________ 4cl 5 5d 5d ! ... 1~ ~Im 5d C I 9b1 9b2 9b1 9b2 9b1 9b2 b1 9b2 9b1 9b2 9b1 9b2 (fJ 70 9b10 9b2<'.9 9b1 9b2 9b1 9b2 9b1 9b2 9b1 9b2 3a2 Ja2 Jal Ja2 ~ 17a1 w02 ~ ~ 17a2 --i3a2 ___ .:::::,__.....;..:::,_-II--- Ja2 #10 ------------ 9b3 9bJ 9b30 9b3 9b3 9 #10 Ob50 9b3 0 9b3 9b3 9b3 9b3 9b3 f.D. SPECll!.11' 'll}l!Clf !'ARKIHG [-=-7 ------------ ! ,..t~ ...,,g 01'-"' 11 LTG2-na"" 11b4 L TC2-11a"" 1 L TC2-11a"" C 30 ~ 1 1LTG2-11a 9!150 11 LTG2-13a"" 0 11b4 0 TG2-13a"" 11b4 LTG2-1Ja"" 11b4 L TC2-13a"" 5 3 0LTG2-!1,13 3a3 JaJ 3oJ 303 JaJ<'.9 3a3 KEYNOTES 0 CON1'ROLLED I/IA SWITCH BANK "LSB" IN RANGE CON1'ROL ROOM# 118. <§)-CONNECT10N TO NEXT RECEPTACLE. 5a 5b 5a 5b 5b s 5 5a b 5a ~5ab 5b 5 5b 5a 5b 5a 5b 5a 5b L. -1c "" mSb LIGHT 11b1 ~ SWITCH SHALL BE WITH INTEGRAL PILOT LIGHT "ON" INDICATOR. 0 POWER HOMERUN I/IA LIGHTING CONl'ROL PANEL "LCP-J" <§> POWER J-BOX FOR POLICE LIGHT BAR SYSTEM. ~ MOUNT ABOVE BAFFLE PROTECTION @ 9' -o• AFr. S17a1 S17a2 S1a4 S1a6 S1a7 S1a8 S1a9 SJa6 S3a5 SJa4 SJaJ SJa2 SJa1 SJc SJd S17a1 SJOx [QJLTG2-f [ml.TC2-e lm!-TC2-d [QJL TG2-c !IDLTG2-b (m. TG2-a S19b2 S11b4 S9b4 S9b3 S9b2 S9b1 S9be S9bf S9b5 SJOy --(! --(! --(! --(! mSa LIGHT mSb LIGHT Sc LIGHT Sd LIGHT NOTE: ALL SWITCH SHALL BE PILOT TYPE, INOICA TION LIGHT SHALL BE PROIIIDED 2nv-120v TRANSFORMER. () \!;!, :::,, ,.,• i,?' <' ,,., • I ' • I ' , LTG2-7b rb JO R¥"118 LSB ,,tL -le ~,1.-....J'v LTG2-70 I TO RMl118 LSB_:_t '. ,,..._ I "" b "Sc" LIGHT 11b1 o/ LTG2-7fLTb. -1c !. "" 11b, ♦LT. -1c ~TG2-10 I ,,tLTb-Jc ~TC2-7o I ,,tLTb-Jc ~TC2-7o 10 ,fLTP2-3c ~G2-9o I ,fLT!32-Jc LTG2-9o : .. i 0 ,fLT~2-5c LTG2-9o I "" I ,fLTb2-5c LTG2-9o i .. i ,fLTq2-5c ~TC2-9o i ! fLm2-5c LTG2-9o ' 0 LTb-5c LTG2-1,3,5 4 3a4 3a4 3a40 BIJU£f TT¼II' ! - ,,l,1 I 111>1 i ,,b, ,,l, ,,l, 17a! 0 0 17a2 ' • ' • JaS ' l • • ' 3a5 '. • ' ' ' 3a5 : ..... ' ' • ' ' • ' ' ' ' • • ' 0,Jas : ' ' I Ja5 I I • ..., z, :::, I XI g, <' 2' I 2 IHl,:_INOLUIJlc:U!JtV\W~t.l"lc:(;~lc.<l.rlOtti, P-,Ulctil(jtl,6ANU ARRANGEMe!TS REPRESENTaJ THl=Rl=BY ARE AND SHAU. Rl=MAIN TttE PROPERTY OF RRMIJESIGN GROUP AND NO PART THEIEOF ~ Illa. CXlf'I~ IJIOOLO::I~ TO OTHlaRS OR U8al INCONNiaCTION WITH Afr( WORK OR PROJECT OTHER. THAN THE SPECIFIC PROJECT FOR WHICH THE'I' riA.\IE BEEN Pf<EPAAEDAND CIE'JELOFED WITHOUT THE WRITTEN CON9EMT OF RAil DESIGN.GROLJP. \IJSl.lAl.CONTAOT Wint THESE DAAWIWG& ORSPEClflCATIOf£SlWJ.COMSTITUTE CONCLLJavE E\/IDENCE OF ACCEPTAhCE OF THEBE RESJ'RICT10NS,. 3l.lBMITTAL Of' THESE DOCUMENTS FOR PUBLIC AG.ENCY REVIEW SHAU. l'«)T BE. CONSIDERED A. WANER OF RRM DE.SICJN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation • ~ -' ::, co (/) < • ~ ~ F > H--+I--H-l-~-1, ~ ~ a 0 • • • • ■Ill! ••• ••• Septem-9, 2009 ..,,_. 1107570 E-S-2.1 W~AT_~ANGE_AREA (t -~--~ cri~N£!G ~E¾l:~~AD ~-'--------------------------... +--➔ ·---------------------------Nt-----l MPROVEMENTPLANSFOR: INOICA TES PANEL "L TG" CIRCUIT BREAKER 2, ·-··T'IP!CAt, tlNLESS·NOTEO-OTHERWISE. ·· FIRST FLOOR LIGHTING PLAN 1 CARLSBAD JOINT FIRST RESPONDER TRA!Nf/VG FAC/lrrY FlRST FLOOR LlGHTlNG PLAN APPROVED WILLIAM £. DEPUTY CITY ENGINEER P£ 28176 -~Pl;~-J-JI-IQ ~r- DWN BY, ,II CHKD BY: QM RVWO BY: Ni PROJECT NO. I DRA~NG NO. 31ffl&·· _ 463-1 ' i 1 :::11 I ~: ::i• I I I I • 14 15 -··----__ ,. ___ "' ' 17 18 19 • , -r--------+--------------1----------------1----------l--------+--------l---------------------__;!----<© THE. IHCUJ08) DAAWINGS, 8PECIFICATIOHS,. ID£Jr,S, OESIQN&AMD ARIW'IGEMEKTS RePRESENTel TttEREB'W' ME AND SW.U. REMAIN. l~PR:O!'~TY OF RAM DESIGN.GI\OlJPANDNOPARTTtiERECF SW.U.,. BE COPliD, DISCLOSED TO OTHERS OR USEC IN. CONNECTION WITH Nff WORK OR PROJECT OTI-IER THAN TMI! 5PECFIC PR.OJECT FORwtllCH, THEY HA\IEBEEN~AND OE\jB.OPefl WITHOUT' THE WHll ft.N.CONSENT0F ~ 0£SIGNGROUP, 'W'ISUALCONTAC'l'Wl-:-W ~~Ott.8PECIFICl,TION5,$1,,\U,.CON6Tm./Te.COl,iCW8I\IE EI/IDENCEOf'A.GCcPlANCi;Oi'THESE~IONS. Sl,.IIIMI.TTAI..OF THESE OOCUMENTS IOR F\JSLIC AGENCY REVIEW SHALL NOT BE COJIISIDERED ,_ WAl'IIER OF RRM DESIGN. GROUP'S. RIQHTS,. I • I I :5o5 • • I ' I :5a5 I ' ' ' I :5a5 ' ' ' • I I I ' ' I I I ' ' ◊:5o5 ' ' ' ' I I I :5a5 • I ' um-sa flfS!ROOII I 1:l:l IJNI-S!X RESTROOM tt 135- KEY PLAN :5a60, :5a6 1llASH El!Cl.OSURE 1.14 #10 u 70 :5 S1llRU'RONr fl!!O!' i;i; °i1a1 I .... v-l<~w ~ 17o2 l ti1 I 1o9 109 1a9 1a9 1a9 1a9<3> 1a9 KEYNOTES ◊ SWITCH SHALL BE WITH INTEGRAL PILOT UGHT "ON" INDICATOR. 106 1a8 1a8 1a8 108<3> 1a8 0-CONTROLLED VIA !>iii ICH BANI( "LSB" IN RANGE CONTROL ROOMf 118. q> POWER HOMERUN VIA IJGlfl!NG CONTROL PANEL "LCP-:5" 1a7 la6 1a7 106 4 T'r'P. 1a7 1a6 17a1 0 1a7 1a6 0 17a2 1a7 106 1a7<3> 106<3> 1a7 1a6 17o1 0 0 17a2 LTG2-8f #10 LTGt=~ la4 LTG2-6e,t LSB "Sd" LIGHT "" "" J. TO RM#11 LTG2-8f L -2d 6 .. .. 104 L TG2-6e•J LTtl2-8f L -2d .. .. 1a4 LTG2-6.... I . L Ttl2-8f LTG2-2d .. .. ' A LTG2-6e. I '¢1"104 L rok-4d LTG2-8f"" "" J_ 104 L TG2-6 .... LTtl2-8f L 4d .. .. 1o4 LTG2-6e4 I ll!,'llff lllM' I -I ( 'l~ L Ttl2-ir ,. L TG~-411 j LTG2-6e L ~ L TG2-~, ~ ~ .A L TG2-4d INDICATES PANEL "L TG" CIRCUIT BREAKER 2, TYPICAL, UNLESS NOTED OTHERWISE. p 14 :59 ,----1 K TO ff!H118 LSB "mSa'" LIGHT ® fsHEETl ~ RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation " m Ill w !'I 5' w "' "' '""""'-..,. ESRC-~2.dwg ~ itl ::, "' ~i ~ f ;s ~t • t ~, . . . . a"""' <o~ ~~~ ...... o!S • •• ••• ■m;i ...,_,. 1107570 ,-: z 0 (.) z '.5 D. C, z 1-:c (!) :i a:: 0 0 ..J LI. .... U) a:: -LI. E-S-2.2 CITY OF CARISBAD ENGINEERING DEPARTMENT SHEETS 248 ·"-----•L-<e>-_POWER_JBOX_FOR_POLICE_LIGHT_BAR_S~SIEM., __________ 1-------------------------------------------------------------------- N ,-.---.. _ _ MPROVEMENT PLANS FOR: CARt.SBADJOINT.F/Rm" RESPONDffiTRAINING FACll.fTY <§> LOCAL AlARM !3El_!. BY FEDERAL SIGNAL '500 SERIES OR EOUAL BY EDWARDS, +10 -0 11.F.F. ~ RED STROBE l.lCHT BY FEDERAL SIGNAL fLP:5T SERIES OR EOVAl BY EDWARDS, +10'-0" 11.F.F. FIRST FLOOR LIGHTING PLAN CONT. 1 FfRST FLOOR L TG. PLAN CONT. ~t::'•-'JIMMER _ _,,_......,c::;;.z, .t::_,_,...._~~10-._t>. '£_·"· DA~/• __ DEPUTY CITY ENGINEER -·-PE.28176 -· EXPIRES _J JI 7 rt. OWN BY, PROJECT NO. I DRAWING NO. CHl(D BY: DM -'5~ 46:5-1 RVWD BY: NI L _ _:__-_ ~J e-~ ,a f .. ' ) g " ~ -e ., ~ i ~ 't " ., .i, t .., -• ~ -g 6 IS i Q -~ -.l! -'.!(' e ~ -~ <S :;. .;t. ---· '' 1 2 [J----------1----------- F ;----~--- G r-----------1 L1--------- Mr-------- .6 6b3 CllRRIOOR ~ INOICA TES PANEL 2 l ro•-i.-- C1RCUIT BREAl<ER 6, TYPICAL, UNLESS NOTES 2 cp 6 0 6b2 6 8 b5 6b5 6 0 6cCTmOOR I 6M • ., 8 6b2 TYP. C SEtONli ilOOR lOOB'I' e6c!ml 6 CONNECT TO 1ST FLOOR •s,,• ~□ 17000, A!J!J!O ~~ V!SlJAl SYSTEM 0 6b1 [3 8 8bc ~c 88bc [3 8 8bc B~ 8-8-B- 0 def B-B-B~ B8ef 8-~ , I I sl, • 0 6 --Bef 01---+-- ---8ef- 2nl 8g ~g 8 q> ' i I I I _;2ct KEYNOTES 11 12 KEY PLAN ~ TH5.N.J..UDEO UW\WIN.;;:;, ::ir'~1HCAHON8,. IIJEAS,. DESIGM.-ANO ARRII.NGEMl;NT8 ~REIENTEC TH~ AREANDSHAl..l.RaWM Th~ PfiO~fHY Of ~ Ill.SIGN GROUP AND hO PART TI-IEREOF SH,\U,. 8-.COf'IEO. DISCwual TO Olli= ORUBED N GDNNECTICII WITH Alff WORK QR PROJECT OTHER THAN THE SPECIFIC PRO.IECT FOR WHICH. TI-IEY HiWE.BEEN PREl"AREDAMl rE.\19.{JPe":i WITHOUI' THE WRITTEN CCNDBrCT OF RRM llESIBN GROUP. VISUAL COWTACTWITH l11E&E ORA.Wit.BS. OR lll'ECll'ICATIONS StWJ. CONSTTTUTE OONCLI.JSIVE E\IIOEMCE OF ACCEP"rit.NCE OF THESE f:IES"rRICTIONS. SUBM!TTAL.CIF THESE noctlMEl'IITS. l'"OA. PtlBLICAGE.MCY REVi,!;W SHAU.-N01' Bl". CONSIDERED A WJ\IVi!R OF RM,\ DESIGN GFlOllP'S RIGHTS. RRM DESIGN GROUP COPYRIGI-IT 2006 RRM Is a Callfomla Corporation • 1--' ::, CD U) <( • 6ii f!lt " .. ~ Iii ~ w Ii! ~ " :,, ~ ii! a; ~t "~ ,. ~ le oO II ~ ~, ■l!!I ••• ■!lllil!I! ~ 0 --' .... -0 0 N c( 0) LL. c( Oo z ~ -i3 z «I -~ ,Q Ill ~ I-«I ~o w >. 0 «I z~ 0 C a. 0 U> -w i., ~o c:, ,__ U> - ti) It) ~N -LL. September 9. 2009 z ~ a. 0 z -I-:r 0 --' ~ 0 0 -' LL. 0 z 0 0 UJ ti) .......... 1107570 NET E-S-2.3 SHEETS . _________________ , ____ fSHml~ -cr1iN~tG ~E¾l;~~AD _F_ --·--~--------------H----------------'----------------------N-~ 248 7 SECOND FLOOR LIGHTING PLAN ---------------·· --- MPROVEMENT PLANS FOlt CARLSBAD JOINT FIRST RESPONDER TRA!NfNG FAC/1.fTY SECOND FLOOR LIGHTING PLAN OWN BY: CHKD BY: PM RVWO BY: NI PROJECT NO. :,QIV;- I DRAWING NO. 463-1 I I I. i I --------------! 1.- 1 3 ELEV. CONlROl.l.ER A}-----+--------+-+---- Ii D 1------+--------1,-&---llt'!I': !! II II II II II 11 II II t)----+--------1!-'-I II fl----- 11! DEN'S RESlllOOI! 1(!! II II II II II II MAIN SWITCHBOARD •·~.., "LCP-J'! M ,IN FACP & TE.'RMINAL CAB. LTG2-1~17,1 Ll-----< Pmw:R J-BOX FO IRRIGATION SYSTE CONTROLLERS TP- COMF-RESSOr< LTG. ~REPV, 21 I }------+-----------lJ=,.,,T 14 r"Ef/Sl-11" ~ 12 ~""" I IW.tWA\' QiO "FCIS1-1* 21 ~t 1114} 20 19 23 DISTRIBUTION □ SWITCHBOARD "SOP" □ +96" 21 ~y 1·m7 □ I.Oll!lY/ ENTRY l 101 I FUTURE ISOLATION TR"iNSf'_, ORMER--1r ----] FOR FUTURE PV SYS~;i,1----..ilL-----oll II II Ii II It coow. SfOM I 104 I ilRllWi/SECIJR@ 1£~ SllJRIIGt I 1~ I Cl[Cl(-IN ~ Sl\lOC I 116 I UP RM CO!lffi(lt ROOM 7 14 8 iW!C£ EO!,'!'. SfOM I r-·, I 127 j I aa i 2 UP W[,\D()NS Cl!Mft«,AA£,\ 'IESll!ltll[ 121] Sl'AIR r·Jr 119 ; '-llo!-,,,1--EMS CO~Ol PANEL PROVIDED UNDER EMS SYS"!Eh\ RfAOl' AfltA I -I 9 5 8 c;D 12 ________________ 1 _______________ _ r--------------,~--------------, I I 1l I ! . ____ ! ______ _ -------·------- P .!l. SPECW.1'1 \/OllC!I PArn<!!!G I -I 6 3 P.O. Sl'ECWJY l'EH!CI.£ PMK1!IG ,--·7 -I f.O. SPECW.lY \1:1-llC!I PARIOtlC 1---, KEYNOTES c ________ J (i!)--f-<5 17 @--k5 13 5 6 t oourr !Rll? I 1 l'::: __ ' ' ' ' ' • < • I • • ' ' • • ' • ' • ' • ' • • ' • ' ' i ' ' i • • ' ' ' i : RI I I ' I I • ' TYPICAL. (UNLESS NOTEO OTHERWISE) . <j) 2P, JOA. NON-FUSIBLE DISCONNECT SWITCH FOR PNEUMATIC SYS IEM <z> PROVIOE CONTROL CONDUIT AND WIRING UP TO MCC ON ROOF. SEE INDICATES CONNECT TO PANEL "RECEP" CIRCUIT fl~t, ~ 11-r--------------~-+------~~-----1---+---------+-------------------f------------N~~---•-----COMPRESSOR. ______________________ , ___ ES-6.1_AN0_6/M-6.J.~-------------~--1' 2 ~ 7 8 4 POWER JUNCTION BOX FOR THEATRICAL SMOl(ER SYSTEM. ~ I...!.) \..V °'¢"" . ~ MOLUNT +8' -0~ AFF. ~ POWER JUNCTION BOX FOR ELEVATOR CAB UGHTS. ~ <e>, RECEPS IN THIS ROOM IS HOMERUIII TD PANEL "RCEP2" ON THE 'o/ CEILIIIIG MOUNTED RECEPTACLE FOR PROJECTION SYSTEM. 2ND FLOOR. <:g> J-BOX MOUN'TED ON CEILING W/ DUPLEX OUn.ET FOR CCTV. CAMERA · -· · POWER,· ··· · ·· --····· ·· ··· ·· · · -·· --· · · -· ··· ·· · -··· -· ~ PRO\IIOE f!O WIRE FOR CIRCUITS 1,3,5.7,9,11,14,16,18. FIRST FLOOR POWER PLAN 'fill"='f'-0-1 ------------------· ··-"" _, ., Vl THE l"ICLI.lilED DAAl',IINGS, SPEC:IFJC,\ TIDNB,. IDEAS, Dbl:ilGNSANLl ARRANGEMENTS REPRE52NTEJ TiiEREBY ARE ANO SHALL l'!.EIMIN IllE.l'NCPERTY OF RRM.IJE8IGN GIIDUP.ANIJNO f'ARTTHEREOF 8HM.1.. SE OOPIEO, IJSCI MEO TO OTHa<S OR USED IN CONNE<::TION. wtlli Altt WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY AA'-'E EEEN PREPARE~Mll OE\IB.!JPED WITOOIJT Tl£ WRITTEN. COliBENT OF RRM DESIGN GROUP. ',jlSlJAI. CONTACT WITH Ti'ES£ DRAWlNll& ORSFECIFICATKlMSSW.i.ca.lSTITIJTEOO~UJSNE. E',IOl'!JrilCE 0.: ACCep'l""'-CE OF THl:3E RE:SmlCnONS. SIJBlrillTTAl.OF TH..E!SE DOCUMENTS FOR ~Ul!IUC N3ENCV RE\lll!W SHALL NOT BE CONSIDERED A WAIVER OF Fi.RM DESIGN GROUP'S RIO.!TS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Callfomla Corporation 'f--' ::> ro Cl) <( • ti "' -·-"' OM•&Y " m ; ~ w id ~ ~ Ill ~ ~ ii • f ~ ~ ~ ~ 0 11 ;i • • • • ■111111 ••• ■l!!llli!! ~ 0 -..I ... -0 (.) N < 0) I.I. < C, (.) z --i::, z la ~ .D II) I-i: la 0::: (.) w >,, 0 la z ~ 0 C 0. 0 th -w .. o:::O I-g th ll) 0::: N -LL September 9, 2009 ESRC-3-1.dwg .......... 1107570 E-S-3.1 z :5 0. 0::: w ~ 0 0. 0::: 0 0 ..I I.I. I-tn 0::: -I.I. fsHEETl CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT SHEETS 24B MPROVEMENT Pl.ANS FOR: CARLSBAD JOINT' FIRST RESPONDER iRAlNING FAC/lfTY FIRST FLOOR POWER PLAN APPR VED W/WAM £. ,;,---,M R DEPUTY Cl~ ENGl~~R -~E 28176 EXPIRES ~ -;; ·~-~-~~/4 . DWN BY: __ _ CHKD BY: DM RVWD BY: NI PROJECT NO. ~86 I DRAWING NO. "63-1 '---------' -------., ------------------------------------------------------------------------------- 14 16 0p I IS 20 -,,,?:__------+-----------------+-----------------f--------------if--------+--------t--------------------------r-----1,F T.-IE IHCUJDEll DAAWING5, t>l-'~(1.-"TIONS, IDEAS. Oli5U~t~ ANO AR1¥iNGEMENTS REPRESEtrlTEJ THEREflV AAEANO 8tW.L RawP<l THE P~ERTV OF RAM. DESIGN. GAOllP AND ND PART T~ SW.U. 11E. COPIED,. D!9CI OSEO TO OTHS<S OR USED IN ~TION Wini. ANY WORK OR PRWffiT OTHER THAN THE SPECIFIC PROJECT FOR YliHICrf. TH~ HA\oE BEEN PREPollREOANO rie.'aD-'Efl WITIIOUT T.tE VIIRITTEJrrl.CONSEMT OF RRM DESIGN. GROUP. \ilSUAL CONTACT WITH T-UAAWING.S.OR6PECll'lCAT!ONSSW.U.CONSTITI.J'TECONCwalVE ~IDENao.OF .-.CCEPTAACEOF THESE~ON.s. &BMITTAL OF THESE. COCUMENTS FOR Pl.J&L.IC AGEHCV REVleN SHALi.-NOT BE CO,WIOERED A WAIVER OF RRM D&SICll .. GROUPS R.IGMTS. HVAC-30,32 IWH-1 IWH-1 .KEY PLAN 1R,\Sli El!Q(JS\IR[ 13' STOR£rnOO PRtll' 13> 100-Y.IRO RANCE OU • ' 5101!!:f!!OO PRtll' °r ,----+-------, SfOllITllONI STOOROOT ?ROI' PRtll' Qµ J. ! r -+.----------, ----------! i ~= =-------= .3 7 00!.lET [?,A? .3 -I ~ LTG2-14, 1 INDICATES CONNECT TO PANEL "RECEP" CIRCUIT 11, TYPICAL KEYNOTES 0 2P. JOA. NO!t-FtlS1BtE DISCONNECT SWITCli F'OR PNEUMATIC S'r S I EIW l----'\-------lf-----------------------------------------'--~----------------~---------------4,1 _____ 1_-___ COMPRESSOR~--------------------- FIRST FLOOR POWER PLAN CONT. 1 -------------------------------------------------------- -------------- POWER JUNCTION BOX FOR THEATRICAL SMOKER S'ISTEM. J-BOX MOUN1EO ON CEILING W/ DUPLEX OUTLET FOR CCTV CAMERA POWER. 0 PROVIDE 110 WIRE F'OR CIRCUITS 1,3.5.7,9,11. I @ PROVEMENT Pl.ANS FOR: RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomla Corporation 'i---' ::::) !II (/) < • " .......... """' " "' ; w ~ ~ ~ ~ ill " "~ ~ ~ ~ ~~ a 0 •!! • a "t ~, • • • • ■1111! ••• ■11,;11r1 September 9, 2009 1107570 ..,: z 0 0 z :5 Q. a: w ~ Q. a: 0 0 -' LL. ,_ ~ -LL. E-S-3.2 SHEETS 248 CARLSBAD JOlrrf' FIRST RESPONDER TRAINlfllG FAC"-ITY FIRST FLOOR POWER PLAN CONT. DWN BY: CHKD BY: PM RVWO BY: NI PROJECT NO. .!ll>1'6' I DRAWING NO. . 463-1 \ ' I KEYNOTES 3 4 6 7 8 9 11 12 A}---------+-------+-+----1F 1t:i s1'i' [j[] I ! jr.=============I ==;i----------L----------t.:==::!:==1 I THE INQU.llltLl IJWIWl/ititi,.tw't:l,11-l~IIONti,. IIJic.N:j, Llt;c;i~MD AARAHGEMENTS REPRESENTED THEREBY ARE/11<.:J SfW.1, REMAIN iHE PROPERTY OF RAM DESIGN QROI..Jp ANDNO PART THEREOF SliAll.. se O'lf'IE!l. NSCfOSFD TO OTHERS OR USED IN nc»ECTlot.l WITH Al« \II/ORK OR PROJECT OTHER THAN. ni£81"ECIFICPROJECT FOkWM!CH 'l1iev !,AVE BE!EN PREPARE.DAN□ DEVELOPE!) WlTHOllr THliWRfTTSI ~T OF RRM DESIG!of.GRO!-"'. VISIJALCOf,ITACT WITI-1 Ta-tliSi. ~ OR.a>-l~T/Ott:i.iW.U.CON5TIT1Jlc CXlNCUJaNE E\IIDloNCE OF ACCEPT~ OF TH=SE ~TlONS,. SUilMITTAl.OF THESE DOCUi.ENTS FOR PUSUC AGl=NC'f REVISW SI-L"\LL NOT BE CONSIDERED,._ WAIVER OF RRM DESIGN GROUP'S RKIHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Calrfomia Corporation I-- ---- ' c,-----,---~1:ea Oi------+--ij ,_ '-I ,-,_ '-' ,-,_ [}--------+---------fl--1 ,-,_ '-' ,- ll - ' ·-•-<I' : ' ' 32 ' 9! :ii!i ==t:=::: I '-----.I S£CONO flOOR lOB!l'I' I 100!! J SEC{»I) flOOR ~-.. ,.. ~ ......... tOll!'f -' -. . . I ;111\ I ,..... vt<jil.i_ SYSTEM - RCEP2-5,7,9,11, 13---<1> 1~ .J-1 I I f 1-----------. 11\V..' "' 6 _;'; i"A~ ·r, Aeo, E couN1ER e· 32 1:mlr----------------------------------------1 " sr . I\ """ Mrn's ,;; RfS1ROOII ! -J!I/! ' -I I LJ--------- ' ! ' DN STAIR 00 N\------~i !"!!!!!'!llllllin Pl-------~ . \ 11 -,_ ,_ I ,-,_ I .. I ,- 11- I'-,, !i -1:- e 2 c_ --- ii.J?Jon db24 l'tS11!l!l!l: 00 II ,- , .... I ,- WOMrN's !i"SROOII --- 6 'lf)) ~ IE alR!l!OOR 1 mJ ' : .. ~ ~ROOII 22(]_[] It .~ ' i I \_ l..._====----....J! /... "' ®28 I II -, -! ' -, I C C lnl 28 26 WSSROOV SfOR!i)E ! 00 ~ KEY PLAN ' 'i- ...J ::) ca VI <C • " m ; w ~ ~ ii! :a; ~ ~ z •"t E o z ~ t ; ~ . ~ . ~ ~ ., ~ 0 ■!11!1! ••• ■ma ~ ::i~ -·o (.) N < 0') u. < C, (.) z ~ -,, z (II -.c ~~ I-(II a:: (.) w >-0 (II z.3: 0 , C 0. 0 tl)-w .. a:: 0 0 I-co ti) in 0::: N -u. ~ .. &f 1;:-aT ; September 9, 2009 ESRC-3-3.d,ig ...,_ 1107570 SIEET E-S-3.3 z j 0. a:: w 3: 0 0. a:: g ..I LL. Q z 0 (.) w U> [] --·-··-··· ·-·-O}---------+'-------l!!!'!"! l [SHai7 Cl'I_NYGINEOERFINCLCDEARPA~-TMLSEN.BI AD . SH2E4_E8TS -1--~----------1-----~---,--f-------L..-+fNDfCAlES-CONNE~T-ro-PANEt-"RCEP2'"-C1RCtlt1'7ff}.'2!t,8,;-'T'!,,,'PfC~r-----------~--------------------------------,.ct-----!-----------------l-l~-II ~ "' ~ --N -~M;PRO;;;::;V6;::;;:M~EN;;;T;;PlAN;;:;;;S:;FOR;;=: =:::::::::=:=:=::::;:==~=:=:=-11---- / ~ CARLSBAD JO/f'lr FIRST RESPONDER TT?AIMNG FAClllTY l cb J 5 I 0 s SECOND FLOOR POWER PLAN ' ---------------------- -----------____ .... ________ Ti_ __ - - ------------------------------ ---------------------------------------- ; ,l-.. __ ,, ________________ ---------------------------------------APPROVED WIWAM E. PL ~MMER -·-------· :z .. 2,--e-~---/)/~-u.:- DEPUTY CITY EN~INEER PE2B176 EXPIRES J/J1/10¾A~ -----~---11-------------SECOND FLOOR POWER PLAN 118"=1·-o-1 DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: PM ¾'M . 463-1 R\IWD BY: NI . ------------------------------ -----------------~---.. ------------------------- --------------------- t, ~ ,s t ~ .. ~ if -~ l ~ !l' " .., ' ... t -~ ~ -g l ~ I Q t I _, -~ -lO f ~ -" 0 ---tj--.,_ ;; 4'xB'xJ/4" FIRE RATED PLYWOOD BACKBOARD 110V DOUBLE DUPLEX OUllET -~'-BOX FOR ELEVATOR mEPHONE HOOK-UP FLOOR 1/6 AWG USER GROUND COMMON WITH POWER GROUND NOTES: \_ ENlRANCE CONDUIT AT LEFT EDGE OF BACKBOARD STUBBED 6" ABO\IE FLOOR. FOR INSPECTION. CALL 858-268-6722 ACTUAL INSTALLATION ON TELEPHONE ACCESS LINES W!U. fOLLOW COMPLETION OF' INSPECTION. I =1rl1 _JLJI -= IWIGE MIISll:R'S OfflC[ LOOf!r/ OOR'I' I lr.l I UP w BACKBOARD DETAIL· IN A SECURE ROOM NTS 2 M~11b~u: PLAYER---1"" G&lW. STO!lA(;[ c~ G L !IOM!1fS RfSlllOOII 0:0L.. UNI-SO: SOOWfR 1118 II II II I! ~ ll ~w II !I !! II a II !! II II El.EC. 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S?£CW.1Y VEH!C'.£ PA!lKING 1 -1 -------------- 0 s >--------s--------~ 0 d s _________ .,_, --s------------, 5 ~ ~ ~ ~ m: ~ S!Oll>IGE l m 1 1lUlill ]RAP i 13 I I I I I I I I I • • ' l I I I ' I • • I I ' I • ' ' ' ' • ' I ' • I ' • 14 ~ z• :::, I ,,,, ...,, ~· 2' I I I I I I , : UNI-SD: ( ; !lESfROOII I ' ' ' ' ' ' I • • I I I I I I ~c----------s-------~►-b------------s--------{!!:),~:-------b ' R!il!lY !ID. I I KEYNOTES s s b I ' ' ' • ' ' s : I ' i I I i ' ' i I ' • l ' • ' ' ' I Hie INClL>JDED QRAWlflj.G,$, SPECIFICATIONS, ID=AS, DESIGt,18.AWD ARffAN(.;EMEHTS ~81.TEO THEREBY AREAtlD Sr!AU.RBNIIN THE PROPERfY 0~ HHM ~ GROIJP ANl i'IO PAAT TisERUIF Sl'IALl. BE COPED, DISC! OBED TO OTHal.SORIJED IN CONNECTION Willi ,A.IN WORKORPROJE{J'T OTHl:K l'l1/IIN THE Bf'EGIFIC PROJECT FOil YIIKICH THEV HAIIE.BEEH. PREPlJ.RED ANO CEVEUJPED 'MTHOITT Tr!E "'-'RITTEN COl!ISENT Of' RAM DESIGM GROUP. Vl6Uo\l. WNJACT wmt Te!ESE DIil.WiNGS. ORSPEOIFICA.TIOMSSW.U. CCJNIITJTUTE OONQ.Ulalll~ E\llllENCE OF ...ccEPTAtilCE.OF THESE.RESTIUCTION&. SLIEIMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENClY RE\IIEW SHALL NOT BE CONSIDERED A WANl!R rn: RRt,\ DESI ON GROUP'S RIO.tTS. RRM DESIGN GROUP COPYRIGHT 2000 RRM is a Calrfomia Corporation • I-_, ::> co (.f) <( • !!j .. ......,,_ "' " .. ! ~ .. ~ al [ls " ti • l ,. ~fi ;It • 0 -~ ~, ~ 0 ■1111 ••• ■l!lll!B LL. September 9, 2009 ESRC-1-1.dwg ......... 1107570 E-S-4.1 z :5 Q. -' ~ C) -ti) a:: 0 0 -' LL. ... ~ -LL. - -----------\ V, ::r 0 l't) Cl). ~ ,.... IV G) ,._. <3> TWO-GANG J-BOX FOR PROJECTION SYSTEM MEDIA-LINK <$> J-BOX MOtlNTEO ON CEILING FOR CCTV CAMERA. PROVIDE J/4" fSHml CITY OF CARLSBAD ~ --C-ONTROl:~~MOUNT--+48" --A.F,F~WITH--(l)--J/4" -CONDUIT-----'---CONDUIT -Wl:rH-CCTV--CABLE.....TO-TELE/DATA-ROOM•~-------1 I~-!(-;;;~;;;;;;;;;;;;~-:;;;:;:;:;· ~EN;;,G~IN;:E::E:::R:::ING:::::::::D:::EP:::::A:::R:::::TM:::::E:::N:::::T==·::.:~===! STUB-OUT INSIDE CEILING SPACE. 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MOUNT +48" A.F.F. wtlH (1) 3/4" CONOUIT STUB-OUT INSIDE CEILING SPACE. ONE-GANG J-BOX FOR PROJECTION SYSTEM VIDEO & AUDIO INPUT. MOUNT +15" A.F.F. WITH (1) 3/4" CONDUIT STUB-OUT INSIDE CEILING SPACE. ONE-GANG J-BOX FOR PROJECTION SiSiEM VGA & AUDIO INPUT. MOUNT +15" A.F.F. WITH (1) 3/4" CONDUIT STUB-OUT INSIDE CEILING SPACE. 2" M:A lHERHEAOS FOR ROF MOUNTED ANTENNAS. PROVIDE 4'-0" MINIMUM SEPARATION BETWEEN M:AlHERHEAOS. ANTENNA ANO CABLING PROVIDED BY O'MIIER. KEY PLAN I ~ I THE 1NCUJ()EO DAAWINQ!\ Sf'R:IFIC.IIT~ IDEIIS,.llEBIGNaAND 4l'IWING8ENTS RePRESEm 11-lEREBY AREAlloO SHALL REMAIN THe. PROPERTY CE MM 01:SION GROUP AAD NO PARTTl-lEREOF" SHAU. 6 COF'IEO.O~TO OTHERS DA.USED INCOMt.ECTION Win-I ANY WORK~ PROJECT OTHER n,;,,u. TI-ii!. SPECIF.C PROl~T" FOR WHICK nEY HAVE. BEEN P~AND De,IEl,.OPel) Wl'TI-IOlJI' Tl1f. WRITTEN.COHIIENT CJF RRM DESIC.W. GROUP. 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VISlJAL OOtll'ACT Willi Tii69EOAIIWIIIW.SORSPEClfiCATIONSSliAU.COIISTITUIEOOIIQJJSNE EVIDENCE OF ACCEPTANCE Of' THESE FIE51litlCTIONS. ElUBMITTAI.. OF THESE OOCUMENTS FOA. PUfll.lC AGENCY REVlf!W SHALL NOT BE. CONSIOER&l A. WANER OF RAM De.91GN OROUP'S RIC3hTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Callfomla Corporation ESRC,~.dwg . . . . ■11!11! ••• ■11!!1!1 ....... 1107570 HIT E-S-5.3 z s 0. :E ~ w ~ -u.. Q:: 0 0 _, u.. 0 z 0 <.> LU U) \ j j en ::r 0 ro ro ~ -• • G') ..... I.O ~ 0 0\ -w IV I ~ ..... 0 3 5 6 -ll~f-------------t-------------------------------~---------------------------------------\·""-.;;::±-:;7"'J ___ r-----------------i--~~vi=:o_~lU;~~£R e>/4 /4 DEPUTY CITY ENGINEER PE 28176 EXPIRES J/Jl/10 ~ 0.0.~ 00 SECOND FLOOR FIRE ALARM PLAN 1 DWN BY: _.,.,,_ I PROJECT NO. I DRAWING NO. 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Ill a> • .. ■1111!1 ~~:~ ; :,; ~ ••• ~ Z '-i: m w c.l!a·e" !'I " ■•1111 ~6tfn. w "' "' 3 ii ~ . ~ ~ D ~ if ~ . ~ ~ ~ I -0 ...J .... -0 0 N < er, LI. < C, 0 CCI) z ~ -"' zz z -co 8:5 ~ s:, II> ,. ;: ~D. 0 I-rn <= co f!, a:: c.> a!So:: "' " r-0 ~ ~ >-w Q C ~ (I) 0 ?i z a:: ...J "' 0 -LI. 5' C LI. w D. "' 0 rn -""" w 0 a:: 0 r-0 rn It) a:: N -LI. --... Septembel' 9, 2009 4 ~ 1107570 MET E~C-2.1 fsi=iffi7 CITY OF CARLSBAD l.:::.J ENGINEERING DEPARTMENT SHEETS 24B MPROVEMENT PLANS FOR; , CARt.SBAD JOINT FIRST R~DER TRAINING FACfUTY FfRST & SECOND FLOOR PLANS OWN BY: JL PROJECT NO. CHKD BY: PM .3C"6 RVWD BY: NI [ DRAWING NO. 463-1 .__ _______ _, / \ ' I ' ; ' ) I i j f .., " 0) I r---7 I L __ 7 I I : I i I I I I l I I I I I I I I I I I I I r?\___ -~- cp I 0 I I I I l I I I I I I I I I--+----1--+-+- I I I I I I I I I ~- I I I I -". 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Wini N,/;'fWORKOR PROJECT OTHER TMAN THE SPECIFIC PROJECT FOR'MIICH.TIEY HA~8e.N~AHllDE'olELOPEDWITHOUf Ti'IEWRITTa>.COl'MaNl 0-lfll!DESIGffaROUP. WiUAI.CONT...CTWllH TH~llRI\WINGa Olt 8Pl:;Cit-l'.I\IIONl.8W.LL. IX!Nl:i 11 lUlE OONCWS\IE EVIOB«:E OF ACCEPTAICE:. QI-fliloliE Rl:STIUCTKJNB.. SUl!MITTALOf' THESE OOCUMENTS FOR f'UBUG AGE:NCY REVIEW SHAU. NOT BE CONSIDE:REO A, WAIYEfl OF RAM OESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomla Corporation "' < 0 • I---' ::::, CD V, \!, < w • i'I ~ ......,_ "" " m ~ w 5 i!i ~ ~ ~ ~ i • f " ;; ii " ~ " ~~ . . . . ■Ill! ••• ·-~ i ~ =2 1107570 I I HtT E-C-2.2 V, cb 7 September 9, 2009 i :::r 0 l ~ ..... < -----'"--" L-------------------------------------1<:r-----l---------------~----------------------7r---1--------------1--· -~I Cl1l,£!NQ--~~~~AD I~-____ ____,.; c§_ ---- -----N MPROVEMENT PLANS FOR; w J:,,. .e " CARLSBAD JOINT FIRST RESPONDER TRAINING FAC/f..lTY o_ ~ 1 -~ THIRD & FOURTH FLOOR PLANS ~ ,.'..a "' -00 ti c; "' -~----~-- >! THIRD FLOOR PLAN 'llll"='t'-0-• 1 -------------- FOURTH FLOOR PLAN '1111'"='1'-0-2 DWN BY: JL CHKD BY: DM RVWD BY: NI PROJECT NO. 3986 --~· ----------------· ~ ~ , "' ( ii!, <> .. I ~ ~ ., ~ ! ~ t " I i -! -g I ~ <:, t -~ --f -" f ~ -"' <'i <i .. -:i! I ©--.. 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NEXT TO lHE FANS ON ROOF'. 0 WEAlHER PROOF' J-BOX F'OR CEILING MOUNTED SPEAKER, PROVIDE 3/4" CONDUIT TO CONTROL ROOM #104 F'OR CONNECTION. <§> CONDUIT TO BE DEALED, TYPICAL OF' ALL KEY PLAN THE iNCL.UllEO DRAWINGS, Sf'cGlt-lGA I IO"°',. l£1fu".S. DESIGNS AND ARRANGEMENTS REP~EtfreD ltlER=6Y ARE;AlrjlJ StW.l.Ra.wN ™E.m0PEITTY CE RAM D~IGN GROIJP AND !<tO PNU THl;Hi;OI-SMLI,. BECO?IED,O~TOOT1-lcR5.!1R!JSEDIN.COtlNECT!ON.W1TH AMY WORK OR PROr.iECT OTHER THAN THE: SPB;iflC PROJloCT FOR WHICH TlEV .JAVE: BEEN PREPII.REOANO DEVB.OPEO 'MTHOVT nlEWRITTENCONSENTOFRRMOESIG!riGROI.Jf'. VISUALOONT,cf,,...TH THESe OAJ\l,lj!NGS ORSPEC.IF1CATION.SSHAU. OONGTITU'IE OONCWSI\IE E\IIOENCIE Or ...CCEPTAl,/CEQF THESE RESTRICT~ SUBt.llTIAlOF THESE DOCUMENTS FOR PUN.IC AGENCY REV!eW SHAU. ~T BE CONSIDl'c~D A. WAfVf"A_OF ARU DES.ION t;iROllP'S AIGl-iTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation ~ Q • I- -' ::) ID (/) ~ <C • ' • • • • ■!1!1111 ••• ■!!!Hl!i ~o :::i .... (.) 0 <~ LL. < 0 (.) z ~ -,, z cu ~~ ,_ cu a:: (.) LLI >-0 cu z;J:: 0 r:: Q. 0 t./) ;: WQ a:: 0 r-U) 0 It) O::N -LL. °' September 9, 2009 EBP~-2--1.dwg ,._ 1107570 HIT 0 z0> oz (.) :s ~ 0.. ~ a:: ,_o 0)0 a:: ...J -LL. LL. E-R-2.1 V, =r-o fSHffil CITY OF CARLSBAD SHEETS i ~ I J • • ~ ENGINEERING DEPARTMENT 248 :::':. G) 1-t----------------------------------------------l"''l---1 ------1----------------------------------------------_J_~----l>-------------------+-II-__ :;;;;;;;;:;;;;;~:;;:::;:;;;;;;:=========:====! ---·-· :_-;_ ___ ----MPRQVEMEN'fPLANSFQR; ,~ FIRST FLOOR PLAN / I'\ / I'\ CARL58ADJOfflfTFIRSTRESPO/YDERTRAININGF'ACIL/1Y ~ ~ FIRST & SECOND FLOOR PLANS ;::'.; If 1m-l'-O" 1 SECOND FLOOR PLAN 1/ll"Wf'-O" 2 APPRQ,VED ~UIAM_£ PLUMMER --/ -,,,,,,_ -,.-,-. . ~6{?/4 DEPUTY CITY ENGINEER PE 28176 EXPIRES J/J1110 DI\ - DWN BY: JL I CHKD BY: PM RVWD BY: NI , PRo.JECT NO. ".!11136 I DRAWING NO. 463-1 "" ..... 00 GENERAL NOTES 1. ALL WORI< ANO MATERIAL SIW..L COMPl Y WITH THE LATEST; CALIFORNIA BUILDING CODE:, CALIFORNIA PLUMBING cooe:. CALIFORNIA ADMINISTRATIVE CODE mLE:S 17, 20 24, CALIFORNIA STATE FIRE MARSHAL. ANO APPLICABLE: LOCAL CODES. AMENDMENTS ANO RE:OUIREMENTS. 2. PROYIOE ALL 5'I Si EM COMPONENTS ANO APPUR'l'ENANCES FOR A FULLY OPERATIONAL. CODE COMPLIANT INSTALLATION. 3. ALL WORK ANO MATERIALS INOICATE:0 ON THE PLUMBING DRAWINGS SHALL BE NEW UNLESS OTHERWISE NOTED. 4. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS' RE:COMMENOATIONS. 5. PRIOR TO BIDDING, COfllTRACTORS SHALL BECOME FAMILIAR WITH ALL PROJECT OOCUME:NTS ANO SURVEY THE SITE TO BECOME AWAf/£ OF ALL EXISTING CONDITIONS. NO EX'TRA COMPENSATION SHALL BE AWARDED FOR THE CONTRACTOR'S FAILURE TO ALLOW FOR ANY EXISTING CONOIT10NS THAT EFFECT HIS WORK. SUBMISSION OF A PROPOSAL WILL BE CONSIOE:REO EVIDENCE OF THE FACT THAT THE CONfflllCTOR IS FULLY AWARE OF THESE CONDITION ANO IS ABLE TO COMPLETE ALL WORK REQUIRED. 6. THE CONTRACTOR SHALL REVIEW ALL PROJECT OOCUME:NTS INCLUDING, BUT NOT LIMITED TO, THE ARCHITECTURAL, MECHANICAL, ELECTRICAL. CML ANO STRUCTI.IRIII. DRAWINGS. THE CONTRACTOR SHALL CONFIRM ALL NECESSARY DIMENSIONS, SYSTEM COMPONENT SPACE REQUIREMENTS, AND POINTS OF CONNECTIONS TO ALL EXISTING SYSTEM COMPONENTS. FIXT\JRES, ANO EQUIPMENT. 7. THESE DRAWINGS ANO LAYOUTS ARE 011\CRAMMATIC TO SHOW DESIGN INTENT AND INDICATE THE FINISHED REQUIREMENTS FOR THE PLUMBING SYSTEMS. IF NECESSARY, THE CONTRACTOR SHALL MAKE ANY MINOR ADJUSTMENTS TO THE SrSIEM OR ITS APPURTENANCES TO AVOID ANY CONFLICTS WITH BUILDING STRUCTURE OR THE WORK OF OTHER TRADES. 11' DUE TO; ARCHITECTURAL. MECHANICAL, ELECTRICAL. OR STRUCTURAL INTERFERENCE. THE RETENTION OF EXISTING FACILITIEs. OR FOR OTHER RE'ASONS, THE CONTRACTOR MAY DESIRE TO INSTALL THE WORK IN A MANNER DIFFERENT FORM THAT SHOWN. SUCH CHANGES SHALL BE PRESENTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO IMPLEMENTATION. 8. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO ENSURE THAT THE PLUMBING ANO FIRE PROTECTION SYSTEMS ARE FULLY COORDINATE:O WITH ALL OTHER TRADES, VERIFY ALL EXISTING UTILITIES; LOCATION, SIZE. DEPTH, PRESSURE ANO AVAILABILITY PRIOR TO STARTING WORK. 9. COORDINATE WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING ANY PLUMBING EQUIPMENT REQUIRING AN ELECTRICAL CONNECTION FOR AVAILABLE VOLTAGES PRIOR TO PURCHASING SAID EQUIPMENT. 10. NO PLUMBING INSTALLATION THAT IS NOT DIRECT!. Y NECESSARY FOR ELECTRICAL ROOMS SHALL BE PLACED OR PASS THROUGH THE ELECTRICAL ROOM. 11. NO PLUMBING INSTALLATION THAT IS NOT OIRE:CTI.Y NECESSARY F'OR ELEVATOR MACHINE ROOM OR ELEVATOR SHAFT SHALL BE PLACED OR PASS THROUGH THE ELEVATOR MACHINE ROOM OR ELEVATOR SHAl'T. 12. NO PLUMBING INSTALLATION THAT IS NOT DIRECTLY NECESSARY FOR EXIT PASSAGE.WAY SHALL BE PLACED OR PASS THROUGH THE EXIT PASSAGEWAY. · 13. t<EEP ALL PIPING CLEAR OF ALL LOAD BEARING FOOTINGS. 14. PENETRATION OF RATE:O ASSEMBLIES SHALL BE l'IRE STOPPED USING AN APPROVED MATERIAL BY UL AND SHALL HAVE AN F OR T RATING AS DETERMINED BY TESTS CONDUCTED IN ACCOROl'\NCE WITH UBC STANDARD 7-5. 15. PROVIDE PIPE SLEEVES FOR ALL PIPING PASSING TROUGH MASONRY OR CONCRETE WALLS. ALL ANNULAR SPACE SHALL BE CAULKED APPROPRIATELY. 16. HANGING, SUPPORT AND SEISMIC BRACING 01' PLUMBING PIPING GREATER THAN 12 INCHES FROM THE HANGING SURl'ACE SHALL COMPLY WITH THE GUIDELINES l'OR SEISMIC RESTRAINTS FOR PLUMBING SYSTEMS IN THE LATEST E:OITION or SMACNA. WHERE BRACING ANO ANCHORAGE DEl"AILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE GUIDELINES, THE l'IELO INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF' THE ARCHITECT, THE STRUCTURAL ENGINEER, ANO THE CITY l'IELO ENGINEER. A COPY 01' THE GUIDELINES PUBLISHED BY SMACNA ANO APPROVE:0 BY CITY OF EL SEGUNDO SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB SITE AT ALL TIMES. 17. INDEPENOENTL Y ENGINEERED SYS'TEMS MAY ALSO BE UTILIZED II' DESIGNED AND STAMPED BY A LICENSED CALirORNIA STRUCTURAL ENGINEER. 18. WHERE THERE IS A DISCREPANCY BEh,EEN THE DRAWINGS ANO THE PROJECT SPECIFICATIONS OR BUILDING STANDARDS. THE ARCHITECTS SHALL BE NOTIFIED 01' THIS DISCREPANCY PRIOR TO PROCEEDING WITH THE WORK. 19. THE CONTRACTOR SHALL OBTAIN ANO PAY FOR ALL PERMrTS, LICENSES. ANO FEES REQUIRED FOR THE INSTALLATION AND APPROVAL 01' THE FIRE PROTECTION ANO PLUMBING WORK. THIS WOULD INCLUDING, BUT NOT LIMITED TO; CITY DEPARTMENT 01' BUILDING AND SAFETY, ANO DEPARTMENT Or WATER AND POWER, SOUTHERN CALIFORNIA GAS COMPANY. 20.11' ANY EQUIPMENT OR MATERIAL FOR WHICH THE CONTRACTOR IN PLANNING ON t.rTILIZING IS DIFFERENT FROM THAT SPECIFIED SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL. THE SUBMITTAL SHALL INDICATE THAT THE SUBMITTED IS A SUBSTITUTION ANO THE CREDIT DUE TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT 01' ALL OTHER CHANGES RESULTING l'ROM THE SUBSTITUTION INCLUDING CHANGES IN THE WORK OF OTHER TRADES NECESSARY TO ACCOMMODATE THE REQUESTED SUBSTTI'UTION. 21. THE CONTRACTOR SHALL PRO\IIOE A COORDINATE:O SE!" OF SHOP DRAWINGS ANO PRODUCT DATA ACCORDING TO THE SPECIFICATIONS FOR REVIEW AND APPROVAL PRIOR TO THE STARTING OF WORK AND THE PROCUREMEIIIT OF A~ MATERIALS. 22. THE CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWINGS PRIOR TO COMPLEl"ION OF THE PRWE:CT FOR REVIEW BY THE ARCHITECT AND/OR ENGINEER. 23. ALL SYMBOLS SHOWN ON THE SYMBOL LIST ARE NOT NECESSARILY USED ON THIS PROJECT. 24. ALL INSULATION MATERIALS, INCLUDING THOSE COVERING P1PES ANO TUBING ANO INSULATION USED WITHIN rRAMING SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450. PLUMBING NOTES 1. ALL WORI< ANO IMTERIAL SHALL C0MPL Y WITH THE LATEST; CALtroRNlft BUILDING CODE, CALIFORNIA PLUMBING CODE. CALIF'ORNV\ ADMINISTRATIVE CODE mLES 17, 20, 24, ANO APPLICABLE LOCAL CODES. AMENDMENTS AND REQUIREMENTS. 2. THE CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBll~G StSIEM F'OR THOSE ARf:AS INDICATED ON THE ORAWINGs, INCLUDING BUT NOT LIMITED TO, FIXTURE ROUGH-INS ANO ALL UTILITY PIPING. 3. THE CONTRACTOR SHALL PROYIOE A COMPLETE PLUMBING STSIEM FOR THOSE ARf:AS INDICATED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, FIXTURE ROUGH-INS AND ALI. UTILITY PIPING. 4. THE CONTRACTOR SHALL VERIFY ALL l'IXTURE HEIGHTS PRIOR TO ROUGH-IN, SEE ARCHITECTURAL DRAWINGS FOR ELEVJIIJJONS AND EXACT LOCATION OF ALL PLUMBING FllITURE:S. 5. RUN ALL PLUMBING PIPING AS HIGH AS POSSIBLE TO STRUCTURE ANO COORDINATE ROUTING WITH OTHER TRADES. 6. ALL BURREi> ENOS Or (WATER AND GAS) PIPING ANO TUBING SHALL BE REAMED TO THE FULL BORE 01' THE PIPE OR TUBE AND ALL CHIPS Stil\LL BE REMOVED (SEE CALIF'ORNIA PLUMBING CIDE. 2001 EDITION, SECTION 310.3). ADDITIONALLY, TOOLS USED IN CUTTING OR RfAMING Stil\LI. KEPT FREE FROM Oil. OR GREASE AND WHERE SUCH CONTAMINATION til\S OCCURRED. THE ITEMS AFFECTED Si'W.L BE REWORKED ANO RINSED. 7. THE CONTRACTOR SIW..L PROVIDE CHROIIIE PLATE:O ANGLE STOPS ON ALL PLUMBING l'IXTURES AND ISOLATION VALVES ON ALL EQUIPMENT. 8. THE CONTRACTOR SHALL FURNISH ANO INSTALL A SHVTOFT VALVE. PLUG COCK OR STOP AT EACH PIECE or EQUIPMENT REQUIRING WATER OR GAS. 9. THE CONTRACTOR SHALL ENSURE THAT ALL SHUT-OFT VALVES, WATER HAMMER ARRESTERS AND TRAP PRIMERS ARE ACCESSIBLE. 10. PRO\IIDE AND INSTALL WATER HAMMER ARRES,ERS AT ALL QUICK CLOSING VALVES INCLUDING CLOTHES WASHERS ANO DISHWASHERS. 11. CONTRflCTOR SHALL PROVIDE TRAP PRIMER CONNECTIONS TO ALL FLOOR DRAINS ANO FLOOR SINKS WHETHER OR NOT SHOWN ON THE PLANS. 12. NOT ALL 01' THE ACCESS PANELS IIW\Y BE IDENTil'IED ON THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED ACCESS PANELS. THE CONTRACTOR Sl'W.L. PROVIDE ACCESS PANELS IN WALLS ANO HARD LIO CEILINGS FOR SHUT-OFF" VALVEs, TRAP PRIMERS ANO WATER I ~IIIMER ARRESTERS. THE CONTRACTOR SHALL MAKE EVERY EF'F'ORT NOT TO LOCATE THAT ITEMS REQUIRING ACCESS ABO'tE THE AREAS OF GYPSUM BOARD CEILING WITHOUT PRIOR APPROVAL OF THE ARCHITECT. PROPOSED ACCESS PANEL LOCATIONS SHALL BE SUBMITTED TO THE ARCHITECT F'OR APPROVAL 13. ALL CLEANOUTS SHALL BE ACCESSIBLE. CLEANOUTS SHALL BE INSTALLED PER LATEST EDITION OF' CAUl'ORNIA PLUMBING CODE. 14. THE CONfflllCTOR SHALL PROVIDE WALL CLEANOUTS IN FlNISHEO AREAS WITH ACCESS COVERS. THE COLOR ANO FINISH TYPE SHALL BE COORDINATE AND APPROVED BY THE ARCHITECT. 15. ALL SINKS ANO LAVATORIES SHALL HAVE WALL CLEANOUTS. 16. THE CONTRACTOR SIW.L INSULATE INDIRECT DRAIN LINES FROM MECHANICAL EQUIPIIIENT,. REFRIGERATORS. FREEZERs, ICE BINS. ETC., TO PREVENT CONOENSt.TION. INSULATION StW.L ALSO BE Pl.ACED ON THE WASTE PIPING ANO DRAIN BODY RECEMNG THE INDIRECT WASTE. 17. THE CONTRACTOR SHALL IIIO\INT ALL til\NOICAPPEO PLUMBING l'IXTURES WITH ALL RELATED ACCESSORIES AT THE RE:QVIRED HEIGHTS AS REQUIREO BY THE CAUFORNII'. OFFICE 01' THE STATE ARCHII EC I ANO AMERICANS WITH OtSABIUTlES ICr (N)A), ALL MIA FllCTURE SHALL HAVE THEIR HOT WATER PfPti'IC, VALVES. ANO P-TRAPS, UNDER THE FllITURE INSULATED WITH A rACTORY PER!"ORIIIE:o INSULATION. 18. ALL VENTS THRU ROOF SIW..L BE MINIMUM 01' ll1REE FEET \IERTTCALLY OR TEN FEET HORIZONTALLY FROM AIR COIIDrrlONING EOUIPIIIENT FRESH AIR INTAKES, WINDOWS. DOORS OR OTHER OPENING. ANO SHALL COMPLY WITH THE CURRENT CALIFORNIA PLUMBING CODE. 19. THE CONTRACTOR SHALL SEAL ANO Fl.ASH WAIERIIOHT ALL PIPE ANO FLUE PENETRATIONS THROUGH ROOF WATERTIGHT. 20. THE ROOl'ING CONTRACTOR SHALL PROYIOE WATER TIGHT SEAL AROUND ALL NEW PENETRATIONS THRU THE ROOF. 21.ALL SHOWER VALVES SHALL EACH HAVE HOT ANO COLD WATER CHECK STOPS ANO MAXIMUM TEMPERATURE LllllrT STOPS. AT INLET TO EACH SHOWER HEAD, NOT PROVIDED WITH A THERMOSTAT MIXING VALVE. PROVIDE AN ANTISCALD SAFETY VALVE WHICH SHALL AUTOfllATICALLY SHUT DOWN WATER FLOW WITHIN 5 SECONDS Al'TER THE WATER TEMPERATURE REACHES 11C!"F AND BEFORE IT EXCEEDS 120'F TO RESIDUAL TRICKLE: OF LESS THEN 0,5 GPM. 22. ALL DOMESTIC WATER HEATERS PRCMDE FOR THE PROJECT SHALL BE CERTil'IED ANO LISTED BY THE CAUFORNII'. ENERGY COllillllSSION. 23.ALL HOT WATER SUPPLY ANO RETURN PIPINC 51W.L BE INSULATE:0 PER ENERGY CODE. INSULATE ALL l'ITTINGS, VALVES, S'™INERS. El"C., 81' EITHER PREFABRIC".TION OR BY FABRICATING l'ITTINGS FROM METERED SEGME:NTS OF PIPE INSULATION WITH AN EQUAL THICl<NESS OF ADJOINING PIPE INSULATION. 24. WATER HEATERS SHALL BE CAPABLE Or AUTOMATIC TEMPERATURE CONTROLS WHICH ARE CAPABLE or AOJUSTME:NTS FROM THE LOWEST TO THE HIGHEST ACCEPTABLE: TEMPERATURE SETTING. 25. HOT WATER CIRCULATION SY5TEMS SHALL til\VE A CONTROL CAPABLE 01' AUTOM,t.TICALLY TURNING OFF THE CIRCULATING PUMPS WHEN HOT WATER IS NOT REQUIRE:0. 26. ALL WATER rAUCETS AND SHOWER HEADS SHALL BE PROYIOED WITH CODE APPROVED FLOW RESTRICTORS. LAVATORY l'AUCETS ANO SINK FAUCETS (NOT INCLUDING SER\IICE SINK FAUCETS) SHALL MEIT THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCE Ef'FICIENCY STAN~DS ANO SPECIFICATIONS. 27. ALL PLUMBING FOO'URES SHALL BE CER'Til'IEO TO THE CALIFORNIA ENERGY COMMISSION ANO SHALL HAVE THE FOLLOWING MAXIMUM FLOW RATES; WATER CLOSET 1.6 GPI', URINAL 1.D GPF, SHOWER HEAD 2.5 GPM, LAVATORY 2.2 GPM, ANO SINK FAUCETS 2.2 GPIII. 28. STORM AND OVERFLOW DRAINS ANO PIPING WERE SIZED ON 2.0" RAINl'ALL PER HOUR PER THE CITY DEPARTMENT Of BUILDING ANO SAFETY. 29. POTABLE WATER SYSTEMS SHALL BE OISINl'EC'TEO PRIOR TO USE IN ACCORMNCE WITH THE METHOD SE!" FORTH IN THE LATEST EDITION OF THE CALIFORNIA PLUMBING CODE OR AS. REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION, WHICHEVER IS MORE RESTRICTIVE. 30. COORDINATE NEW WASTE PIPING BELOW FLOOR WITH THE EXISTING ANO/OR NEW CONDITIONS. . -31.ALL-SHlJTOfT_ VALVES ANO GAS COCPC. SI OPS BELOW GRADE. SHALL. BE INSTALLED IN _ CONCRETE YARD BOXES WITH NAME ANO SERVICE CAST IN RAISED t.t.11 ERS <)N TOP OF CAST IRON COVER. 32.ALL SIORM DRAINS ANO OVERFLOW DRAINS TO BE SLOPED 2" UNLESS cmtERWISE NOTED. 33. ALL SOR. ANO WASTE PIPING TO BE SLOPED 2" UNLESS O'THERWISE NOTE:O. 34. PRIOR TO MOUN11NG F'IXTURES FLUSH ALL LINES. FIRE PROTECTION NOTES DRAWING LIST DWG.NO. DE!ICfciP I IOM 1. ALL l'IRE PROTECTION SYSTEMS WORK SHALL BE BY UNDER A DESIGN BUILD CONTRACT BY A LICENSED C16 CONTRACTOR. P0-1 GENERAL NOTES. APPLICABLE CODES ANO DRAWING INDEX 2. ALL WORK ANO IMTERIAL SHALL COMPLY WITH THE LATEST; CALIFORNIA BUILDING CODE:, 1--------J.__; ____ _;_ ____________________ -t CALIFORNIA FIRE COOE:S, Nl'PA 13, 24, 72, 75. ANO 101, CALIFORNIA STATE FIRE P0-2 HYDRAUllC CALCULATIONS AND 51ZE CHARTS MARSHAL. ANO APPLICABLE LOCAL CODES, AMENOME:NTS AND REQUIREMENTS. P0-3 SCHEDULES 3. THE l'IRE PROTECTION SYSTEMS SHALL BE DESIGNED TO MEET OWNER'S INSURANCE P1 -1 PLUMBING SITE PLAN COMPANY STANOMOS WHERE APPLICABLE. THE MORE: STRINGENT 01' THE OWNER'S INSURANCE UNDERWRIIER's DESIGN CF<IIERIA AND THE Nl'PA STANDARDS SIW..L BE P-S-2.1 l'IRST FLOOR PLAN USED. P-S-2.2 l'IRST FLOOR PLAN 4. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED INCLUDING CANOPIES. WALKWAYS OR AND BUILDING PROJECTION OVER 48 INCHES. P-S-2.3 SECOND FLOOR PLAN 5. ALL ACCESSIBLE COMBUSTIBLE CONCEALED SPACES SHALL BE FULLY F'ROTECTE:0 BY P-S-3.1 l'IRST FLOOR ENLARGED PLANS THE SPRINKLER SYSTEM. P-S-3.2 SECOND FLOOR ENLARGED PLANS 8. THE ENTIRE StSIEM SHALL BE HYDRAULICALLY CALCULATED. P-S-4.1 ROOF PLAN 7. THE CON'IRACTOR SHALL PROVIDE INTERMEDfATE TEMPERATURE SPRINKLER HEADS IN P-C-2.1 l'IRST &, SECOND FLOOR PLANS ALL AREAS WHERE REQUIRED BY NFPA 13. P-C-2.2 THIRD &, FOURTH FlOOR PLANS 8. THE INSTALLATION 01' THE SEISMIC BRACING rOR THE l'IRE: SPRINKLER S1SIEM SHALL BE SUBJECT TO THE APPROVAL OF THE FIRE MARSHALL FIELD INSPECTOR. P-R-2.1 l'IRST &: SECOND FLOOR PLANS 9. ALL PIPING SHALL BE SCHEDULE: 40 WITH f1TTINGS. SUPPORTS, BRACING, SEISMIC P-S-5. 1 PLUMBING DETAILS RESTRAINTS, ETC. PER NFPA 13 P-S-5.2 PLUMBING DETAILS 10. CONTRACTOR SHALL COORDINATE WORK WITH ALL O'THER TRADES AND COORDINATE P-S-5.3 PIPE RISER DIAGRAM SPRINl<LER HEAD LOCATION AND PIPING WITH LIGHTING FlXTURES, SPEAKERS AND Dll'l'USERS. MECHANICAi. DUCTWORK. SEE ARCHITECTURAL DRAWINGS rOR EXACT LOCATION OF PARTmONs, SUSPENDED CEILINGS. SOFl'ITS. SPRINKLER HEADS SHALL BE INSTALLE:0 AS INDICATE:O ON THE ARCHITECTURAL REFLECTE:O CEILING PLANS. 11. THE CONTRACTOR SHALL CDOROINATE ALL STRUCTURAL PENETRATIONS WHERE REQUIRED WITH THE STRUCTURAL ENGINEER. 12. THE CONTRACTOR SHALL COORDINATE l'IRE ALARM BELL LOCATION AND CONNECTION WITH ELECTRICAL CONTRACTOR. 13. RUN ALL PIPES SHALL BE LOCATE:O AS HIGH AS POSSIBLE ANO SHALL HAVE THEIR ROUTING FULLY COORDINATED WITH THE MECHANICAL CONTRACTOR AND ALL OTHER TRADES. 14. REl'ER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS 01' PARTITIONS, SUSPENDED CEILINGS, SOFl'ITS, El"C. 15. THE SPRINKLER HEADS SHALL BE INSTALLED AS INDICATED ON THE ARCHITECTURAL REFLECTED CEILING PLANS. 16. SPRINKLER HEADS SHALL BE QUICK-RESPONSE. UL LISTED, ANO l'M APPROVED. 17. ALL SPRINKLER HEADS SHALL BE IN ACCORDANCE WITH THE BUILDING STANDARDS, IF SUCH A STANDARD EXISTS. 18. SPRINKLER HEADS LOCATE:O IN ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED IN THE CENTER OF THE TILE: OR HALF TILE. 19. THE CONTRACTOR SHALL LOCATE SPRINKLER HEADS SUCH THAT THEY ARE ALIGNED WITH THEMSELVEs. LIGHTING. DIFl'USERs, ANY OTHER FEATURE IN THE CEILING, AND II' APPLICABLE: Afo('I EXISTING SPRINKLER HEADS. 20. IN GYPSUM CEILING AREAS THE SPRINKLERS SHALL BE CONCEALE:O WITH A l'IICTORY l'INISH AS OEl'INEO BY THE ARCHITECT. 21. IN ACOUSTICAL TILE CEILING AREAS THE SPRINKLERS SHALL BE RECESSED AND/OR CONCEALED WITH A FACTORY FINISH AS DEFINED BY THE ARCHITECT. APPLICABLE CODES AND STANDARDS THE INCLUOED ORMNINOS, Si-EejF~TICHS,. WEAS,. OE5IONI:> ANO AAAAHGEMEN'TS REPRESENTED THEREBV ARE MID 6lWJ.. RSWft Tk£ PROPERTV OF RW OES~ OJIDIJP AND NC PART Tli£RECF &W.L Be COPIED, DISCl,.OSED TO OTI(ERS OR USlm IN. CCIHlrrlECTION 'lilTH ANY WORK OR PR0JeCT OTl1ER. THAN 11-tEo SPECIFIC PRWECT FOF\ WH~M. THl!'t' ~ BE!EW.PRePAAEDAND t)El;"LOl'En WJTHa.Jl' TI1fi WRITT5N CQN&El,IT OF MM DESIBN GR<lLP. IIISIJAl.OONTACf WITH TkE»a DRAWINGS ORSP!iClrlGATIOWS SHALL COWS.TlTUTE.CBoCWIIIVE: ~llll:fK:l=Ol'~.IINCEOFTiiES£RES1M.ICUOMS, SlJBMITTM..OF Trl::tE ~t.ENTS FOR PIJBI.IC AGENCY REVleW Sl-!ALL MOi Be CONSlc.RaOA WAIVSR OF RAM DESIGN. GROt.lP'S. RIOMTS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Caltfomla Corporation "' "' < < i~~ C C r-if,: u • ,! DJ ., r-td~S ~ u,::Et.llll m . . . . w ,_ ...J ~ 0 "". :::, 0 m -0 ID m 0"'"' ~ iii (/) ~ <Oz CO ~LI-Cl ID r--q < _,_ i:::: .-~ Cl • ~!c~ j a;, .... ...;- ·c: .\'!! ~ ~ ~Er--o " ...... ..s a,~~~ ~ ■!Ill Ll.cij(l)ai ~ gi '2 u_ ~ i:l ••• ~ .g ~ g w c ~ O CY tj 5 la ■!!l!l!ll 0 C: .c: .... C ii' z mOCl..D.. .ii • 0 • f ~ 22. IN EXPOSED AREAS THE SPRINKLERS SHALL BE HEADS. UPRIGHT ANO/OR-PENDANT~~1t---------------------------------t.-ll~lel-e-f.-l-t.-t.-1-.1- HEADS WITH A FACTORY FINISH AS DEFINED BY THE ARCHITECT. • 2007 CALIFORNIA BUILDING STANDIIRDS ADMINISTRATIVE CODE CAUFORNfA CODE OF REGULATIONS (CCR) TITLE 24, PART 1 ~"'-~ C ~ 23. l'INAL HEAD LOCATION, TYPE ANO l'INISH SHALL BE REVIEWED ANO APPROVE:O THE ARCHITECT. • 2007 CALIFORNIA BUILDING CODE (CBC) "t !i ~ ~ -t -0 CALIF'ORNIA CODE 01' REGULATIONS (CCR) TrrLE 24, PART 2 24. SPRINKLER DRAINS Stil\LL BE DISCHARGED INTO APPROVE RECEPTORS. (2007 INTERNATIONAL BUILDING CODE (IBC) W /CALIFORNIA AMENOME:NTS) ~I -' .... WX -0 (.) N -' w 25. THE BUILDING ENGINEER MUST BE NOTIF'IED PRIOR TO EACH ANO EVERY DRAINING OR • 2007 CALIFORNIA ELECTRICAL CODE 'CEC) RECHARGING 01' THE SPRINKLER SYSTEM. ' ~ 0) coo < c)z CALIFORNIA CODE 01' REGULATIONS (CCR) TITLE 24, PART J 26. THE CONTRACTOR SHALL PREPARE A COOROINATE:O SET or SHOP DRAWINGS ANO (2007 NATIONAL ELECTRICAL CODE (NEC) W /CALIFORNIA AMENOME:NTS) 0 (.) --z ~ -'c, a. z SIW..L OBTAIN APPROVAL FROM THE AUTHORITIES HAVING JURISDICTION AND THE • 2007 CALIFORNIA MECHANICAL CODE LOCAL FIRE DEPARTMENT PRIOR TO ANY INSTALLATION. -i:, z IIS a. - 27. THE CONTRACTOR SHALL PERFORM THE REQUIRED l'IRE HYDRANT FLOW TEST WHICH WILL BE USED IN THE HYDRAULIC CALCULATIONS. THE FLOW TEST SHALL BE INDICATE:O ON THE DRAWINGS rOR REVIEW BY THE FIRE MARSHALL. CALIFORNIA CODE OF REGULATIONS {CCR) TrrLE 24, PARr 4 (2007 UNIFORM MECHANICAL CODE {UMC) W/CALIFORNIA AMENDMENTS • 2007 CAUl'ORNIA PLUMBING CODE CALIFORNIA CODE or REGULATIONS {CCR) TrrLE 24, PART 5 (2007 UNIFORM PLUMBING CODE (UPC) W /CALIFORNIA AMENDMENTS) • 2007 CALIF'ORNIA ENERGY EFl'ICIENCY STANOI\RDS CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6 • 2001 CALIF'ORNIA ELEVATOR SAFETY CONSTRUC'TlON CODE CALIFORNIA CODE: OF REOUlATIONS (CCR) TITLE !I • 2007 CAUF'ORNIA l'IRE CODE {CFC) CAUF'ORNIA COOE 01' REGULATIONS (CCR) TrrLE 24. PART 9 (20D7 INTERNATIONAL l'IRE CODE {IFC) W /CALIFORNIA AMENDMENTS) • 2007 CALIFORNIA EXISTING BUILDING CODE: CALIFORNIA CODE 01' REGULATIONS (CCR) TrrLE 24, PAR'T10 (2006 INTERNATIONAL EXISTING BUILDING CODE (IEBC)) • 2007 CALIFORNIA 1<Ef EREIIICED STANMRDS CODE CAUF'ORNIA CODE OF REGULATIONS (CCR) TrrLE 24. PART 12 _,_ YR z 0 ,= g "' w C z 0 "' > w "' -.0 ii ~ f/) -~ ... IIS a:: (.) ~o w >-Oo C (1S Zz z ~ -' <( 0 C ~ Cf.) a. 0 ti) ·-LLI LLI ... zO w 0 a:: 0 LLIO I-co (!)(.) u, It) a:: N -LL. • AMERICANS WITH Dtst.BIUTIES ACT {ADA) TITLE 11 -ACCESSIBILITY GUIDELINES FOR BUILDINGS ANO FACILITIES {AOAG) 1990 STATE FIRE MARSI-IAL REGULATIONS AND AMENOME"11'5 TO-DATE • CALIFORNIA CODE OF REGULATIONS {CCR) TrrLE 24, CALIFORNIA STATE ACCESSIBILITY STANMRDS -., 1/) P0-01.dwg CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 1107570 """ P0-1 ~ CIU1N£!G ~E¾A~~~AD ~ MPROVEMENT PLANS FOR: CARLSBADJO/ffl'FIRSTRESPONDERmA/NING FACIUTY GENERAL NOTES, APPLICABLE CODES AND DRAWJNG LIST APPROVED Vt!W~ £. .!;.LJJ..M~ER / 7 ---• c. ~~~,z....,..~"'~/n~/4, DEPUTY CITY ENGINEER PE 28176 EXPIRES J/J7 /WDA OWN BY: RS CHKD BY: SN RVWO BY: SN PROJECT NO. ~ [ DRAWING NO. 463-1 V, ~ (1) (1) ..... IV IV --v,. s. IV ~ 00 \ I ---1 0 :E G) :,. en w ' ,._,. . DOMESTIC WATER FIXTURE UNIT SITE LOADS FIXTURE UNITS REQUIRED EA. FIXTURE UNIT TOTAL FIXIUNE QUANITY - cw HW cw HW WC 5 5· -25 - WC (ASSEMBLY) 3 8 -24 - UR 3 4 -12 - UR (ASSEMBI. Y) 2 5 -10 - L 6 1 1 6 6 L (ASSEMBLY) 4 1 1 4 4 LT 1 1.5 1.5 1.5 1.5 SH 1 2 2 2 2 SK 3 1.5 1.5 4.5 4.5 MS-1 3 3 3 9 9 DF-1 4 1 -3 - HB-1 1 2.5 -2.5 - HB-2 4 1 -4 - FUTURE 0 0 0 0 0 IRRIGATION 0 0 0 0 0 TOTAL 107.5 27 (FLUSH VAL VE FIXTURE UNITS) HYDRAULIC WATER CALCULATIONS WAIER PRESSl.!!lE: WATER PRESSURE AVAIi.ABLE IN STREET MAINS = 80 TO MP$1G Film.IRE UNITS (FY) = 107.5 CW FU -70 GPM P!lESSt/!lE LOSSES; METER LOSSES (2") =.4;,, PSI (RPBP) BI\Cl(fLOW DEVICE PRESSURE OROP = 5 PSI (PR'Y) PRESSURE REDUCING VALVE SET 0 Z§ PSI FAU.-OFF PRESSURE FOR PRY -5 PSI MIXING VALVE PRESSURE DROP --PSI OTHER PRESSURE DROP -PSI STATIC 1a•o· x0.433 -ZB PSI RESIDUAL REQUIRED (FY) -JO PSI TOTAL LOSSES: -42.~ PSI PRESSU!lE AYAMBLE FOR ffi1CTION LOSS; TOTAL PRESSURE AVAIi.ABLE FOR LOSSES = 222 PSI PSI TOTAL DEVEi.OPED LENGTH 500 x1 .5 (FITTINGS)-750 FEET PSI LOSSES PER 100 FT. 272 PS1x100'/ Z5Q FT. = 3.8 PSl/100' P1P1NG SIZED ON ~Q PSl/100' PIPE F"RICTION LOSS & 1111\X. 6 FT./SEC. VELOCITY DOMESTIC COLD WATER SIZING FLOW PIX'TVIII! UN'IT9 PIPI! SIZI! RATE (GPM) FLUSMTANK FLUSHYALVE 1/2" 1.7 1 - 3/4" 5.2 6 -,. 8.2 10 - 1 1/4" 16 23 - 1 1/2" 28 49 11 2· 68 215 102 ----.... 2t/2" . ·85 -JOO -172 3• 13D 533 43D . PIPE MATERIAL: TYPE L COPPER .. MAXIMUM ACCEPTABLE PRESSURE LOSS: 3.0 PSl/100 FT. I MAXIMUM ACCEPTABLE VELOCITY: 6 FT.ISEC. DOMESTIC HOT WATER SIZING . Fl.OW FIXl'Ullf! UNITS , PIPESIZE! RATE } (C!PIII) FI.USHTANK FI.UIIH YALYI! f 1/2" 1.7 1 - I • 3/4" 5.2 6 -,. 8.2 13 - ' 1 1/4" 15 21 -I 1 1/2" 22 34 - I l 2·. 39 83 -. 2 1/2" 70 225 - I 3• 90 326 - PIPE MATERIAL: TYPE L COPPER MAXIMUM. ACCEPTABLE PRESSURE LOSS: 3.0 PSl/100 FT. MAXIMUM ACCEPTABLE VELOCI~ 4 FT. C. - ------. INDIVIDUAL EQUIPMENT GAS LOADS SHOOTING RANGE/C1 ASSROOM BLDG. EQUIPIIIElff QTY I-SUBTOTAL -·-CAPACITl'(Cflll (CFH) Plll!-111: HVAC UNIT AC-S1-1 1 75 75 s·wc HVAC UNIT AC-S1-2 1 51 51 5"Wc HVAC UNIT AC-S1-3 1 75 75 5"Wc HVAC UNIT AC-S2-1 1 75 75 5"Wc HVAC UNIT AC-S2-2 1 75 75 5-WC HVAC UNIT AC-S2-3 1 75 75 s·wc HVAC UNIT AC-S2-4 1 136 136 5-WC WH-1 1 120 120 5-WC TOTAL 682 CFH GAS PIPE SIZE CHART BI\SED ON THE NATURAL GAS HAYING A SPECIFIC GRAVl'IY OF 0.60, A PRESSURE SETTING OF 8" WATER COLUMN, A PRESSURE OROP OF 0.5 INCHES OF WATER WATER COLUMN. AND A TOTAL DEVELOPED LENGTH OF 200 FEET. PIPESIZE CFM 1/2" 26 3/4" 54 1" 102 1 1/4" 209 1 1/2" 313 2· 602 2 1/2" 960 INDIVIDUAL EQUIPMENT GAS LOADS SHOOTING RANGE/CLASSROOM BLDG. EQUll'tffl!lff IIIDIVIDIIAL SUBTOTAL -QTY eANCITT (CFtfJ (CFH) PRE!ISURE HVAC UNIT AC-S1-4 1 51 51 s·wc TOTAL 51 CFH GAS PIPE SIZE CHART BASED ON THE NATURAL GAS HAYING A SPECIFIC GRAVITY OF 0.60, A PRESSURE SETTING OF 8" WATER COLUMN, A PRESSURE DROP OF 0.5 INCHES OF WATER WATER COLUMN, AND A TOTAL DEVELOPED LENGTH Df 70 FEET. PIPE SIZE CFH 1/2" 46 3/4" 95 1· 179 INDIVIDUAL EQUIPMENT GAS LOADS BURN PROP-COMMERCIAL AND RESIDENTIAL INDIVIDUAi. SUBTOTAi. Rl!QIIIIIED EQIIIPIIIElff QTY CAPACITI' (CFN) (CFH) PRES911111! BURN PROP -COMMERCIAL 1 10,710 1D,710 - BURN PROP -RESIDENTIAL 1 8,568 8,568 - SHOOTING RANGE BUILDING 1 733 733 - TOTAL 2D,011 CF'H GAS PIPE SIZE CHART El'\SED ON THE NATUFtAL GAS HAVING A SPECIFIC GRAVl'IY OF 0.6D, A PRESSURE SETTING OF t 5 PSI. A PRESSURE DROP Of 0.5 PSI, AND A TOTAL DEVELOPED LENGTI-I OF' 1000 FEET. PIPESIZE CFH 1/2" 147 3/4" 294 1• 531 t-1-/4" 92A . 1 1/2" 1,390 2· 2,498 2 1/2" 7,095 4• 13,720 6" 37,851 8" 73,706 - INDIVIDUAL EQUIPMENT GAS LOADS BURN PROP COMMERCIAL - EQUIPIIIElff QTY IIIDIVIDVAL SUBTOTAi. REQUIRED CAPACITI' (Cflll (CFH) -•E BURN PORP 1 10,710 10,710 1.5 PSI TOTAL 10,710 CF'H GAS PIPE SIZE CHART - BI\SED ON THE NATURAL GAS HAYING A SPECIFIC GRAVl'IY OF 0.60, A PRESSURE SETTING OF 5 PSI, A PRESSURE OROP OF 3.5 PSI, AND A TOTAL DEVEi.OPED LENGTH OF 250 FEET. -ESIZE CFM 1/2" 55B 3/4" 1,770 1· 2,200 1 1/4" 4,510 1 1/2" 6,760 2· 13,000 2 1/2" 20,BOO 3• 36,700 INDIVIDUAL EQUIPMENT GAS LOADS BURN PROP RESIDENTIAL EQUIPMENT QTY IIIDIVIDVAL SUBTOTAi. REQUIRED CAPACITY ICFIII (CFH) --Ill: BURN PORP 1 8,568 8,568 1.5 PSI TOTAL 8,568 CFH GAS PIPE SIZE CHART BI\SED ON THE NATURAL GAS HAYING A SPECIFIC GRAVl'IY OF 0.60, A PRESSURE SETTING OF 5 PSI, A PRESSURE DROP OF 3.5 PSI, AND A TOTAL DEVELOPED LENGTH OF 125 FEET. PIPESIZE CFM 1/2" 876 3/4" 1,770 1· 3,240 1 1/4" 6,640 1 1/2" 9,950 2· 19,200 2 1/2" J0,600 3" 54,000 GAS PRESSURE REGULATOR SCHEDULE ' -MANUFACTIJRER CAPACtTY-(15 PSI-TO 8" WC) ACTUAL ITEM DESCR1P110N BtllLDING LOAD SERVICED SPRING FULLY MAKE MODEL SIZE ORIFICE (CF'H) COLOR OPEIII (G7) PRESSURE MAIN AMERICAN 1813C-34 3/4" YELLOW 1/2 1900 682 REGULATOR BUILDING METER (G~R) PRESSURE MAIN AMERICAN 181JC-34 3/4" YELLOW !/BxJ/16 450 51 REGULATOR BUILDING METER ·- . T.;E INCLUDED 05u\Wli.GS, S,,ECIF~TIONS,. IDEAS,. IJESIGMSNolll Al'l:~ewarrs REPRESl:ltl.TECI TI-IEREBY ARE AND SH,1,U. REMAIII< T1'1E ?ROPE.Iii.TV OI' RRM OEWW llROUP 4ND NO PNI.TTI-IEREOF StW..l. BE.COf'IEO, DISCLOSED TO Ollii::RS CR, USED IN CONNECTION. IMTl-l ~ WORK OR PRO.JE:CT OTHER. THAN THE SPECIFIC PROJECT FOil WMICk TIE't' HAVE. Beal P~F>NtEDAND DE\la.oF'en wmiour TM£ WRITTEN coaENT OF-MU. OESIGN GAOUP. VISUAL OONTJCJ .. Ill+ TkSSE.DRAWltiGS Olil.Sl'ECIFICATIONS stW.L CONSTITUTE eot.CUJSME El/"IDENC£0FACCEP'TjlU,jelo0FTHeSERESTRJCTIOM8. SUBlillTTALOF THlaSia ooctJM=N.TS FO,t PUBI.IC AGE.NC'( ReVll'!W S.tALL NOT BE CONSICiiiRED A WAIVll!A.OF RAM DESIGN. 0ROLIP'S RIOHTa RRM DESIGN GROUP COPYRIGIIT 2008. ~M is a California Corporation • 1- -' :=, co V) < • . . . . IL --... DM,ii i!'Y RS ofu j;-ama+ September 9, 2009 ,..,._ 1107570 ..., P0-2 V, ~o [~ / \ I , I _, ) ~ CITY 6 ENGi -f-' . 0 F CARLSBAD I SHEETS I IV G) NEERll<IG DEPARTMENT _ 248. . --------;IV..,.,._~-~~-0'1 ~ ' -------------- ---------------------------------------------------- MPROVEMENT PLANS FOR; CARC.SBAD JOll'ff F'/ HYDRAULIC RST RESPONDER TRAINffVG FACIUTY CALCULATIONS ANDSIZEC HARTS APPROVED Wl~M ~ . "" DEPUTY CITY ENGINEER I DWN BY: BS · CHKD BY: $N RVWD BY: $N £. L ER PE2Bl76 EXPI~ ~ J JI 10 6 0~;/Ao PROJECT NO. .. :Ml. I DRAWING NO. 463-1 --------~ g_ ~ IV ' ~ I-' 00 ---·--·---~ - -1 ::- ~- '8 ~ ~ "' I ~ -<'! >: C i ~ IIYMBOt. ® Cf) EB E9 eB EB EB EB Dl!IICRIPTIOM WATER CLOSET WATER CLOSET (ACCESSIBLE) URflllAL STANDARD URINAL (ACCESSIBLE) LAVATORY (ACCESSIBLE) LAVATORY (ACCESSIBLE) SHOWER STANDARD MOP SINK LAUNDRY TUB DRINKING FOUNTAIN (ACCESSIBLE) SINK SINGLE COMPARTMENT COUNTER MOUNT (ACCESSIBLE) HOSE BIBB w 4• 4• 2· 2· 2· 2· 2· 2· 2· 2· TRAP INT. INT. INT. INT. 1 1/4" X 1 1/2" 1 1/4" x 1 1/2" 2· 2· 1 1/2" 1 1/2 • y cw 2· 1 1/2" 2· 1 1/2 • 1 1/2" 1 1/2" 1 1/2 • 1/2 • 1 1/2 • 1/2. 1 1/2" 3/4" 2· 3/4" 2· 3/4" 1 1/2" 1/2" 1 1/2 • 3/4" PLUMBING FIXTURE SCHEDULE (ROUGH-rN & CONNECT) 1/2" 3/4" 3/4" 3/4" 3/4" AMERICAN STANDARD "MADERA" MODEL NO. 2234.015, FLOOR MOUNTED STANDARD HEIGHT, VllREOUS CHINA, ELONGATED BOWL 1-r TOP SPUD 1.6 GP!". SLOAN ROYAL MODEL NO. 111 FLUSH VALVE. OI.SONITE SEAT MODEL NO. 95SSC. AMERICAN STANDARD "MADERA" MODEL NO • .3043.102, FLOOR "'OUNTED, 17" HANDICAPPED HEIGHT, VllREOUS CHINA. ELONGATE!) BOWL 1-4" TOP SPUD 1.6 GP!". SLOAN ROYAL MODEL NO. 111 FLUSH VALVE. OI.SONrTE SEAT MODEL NO. 95SSC. ZURN ULlRA LOW CONSUMPTION URINAL S'l"STEM MODEL N0.257.58.205.00, "SMALL PINT" ~ GPF, BATTERY POWERED, VITREOUS CHINA. HIGH EFFICIENCY WASHOUT FLUSHING ACTION, PRESSURE COMPENSATING INTERNAL FLOW REGULATOR, r TOP SPUD. PROVIDE WALL CLEANOUT. ZURN ULTRA LOW CONSUMPTION URINAL S'l"STEM "'ODEL N0.25738.205.00, "SMALL PINT" ~ GPF, BATTERY POWERED, VITREOUS CHINA, HIGH EFFICIENCY WASHOUT FLUSHING ACTION, PRESSURE COMPENSATING INTERNAL FLOW REGULATOR, r TOP SPUD. PROVIOE WALL CLEANOUT. INSTALL PER ADA REQUIREl,IENTS. AMERICAN STANDARD "AOUALYN" MOOEL NO. 0476.028, COUIIIIERTOP, YITREOUS CHINA, 4• CENTER FAUCET HOLES WITH SYMMONS FAUCET MODEL NO. S20-2G-IPS-FR, MODIFIED W/0.5 GPM FLOW AERATOR AND GRID DRAIN. CHICAGO MODEL NO. 1017 SUPPLIES ANO STOPS, 17 GAUGE CP LA PATTERN •p• TRAP. PROVIDE WALL CLEANOUT. A"'ERICAN STANDARD "AQUALYN" "'ODEL NO. 0475.047, COUNTERTOP, \IITREOUS CHINA, CENTER HOLE ONLY WITH CHICAGO FAUCET MODEL NO. 333-665PSHCP, MODIFIED W/2.2 GPM FLOW. CHICAGO MODEL NO. 1017 SUPPLIES ANO STOPS. 17 GAUGE CP LA PATTERN •p• TRAP. PROVIDE WALL CLEANOUT. SYMMONS "SAFETYMIX" PRESSURE BALANCING MIXING VALVE MODEL NO. 1-25-YT-FS-X-BJO. ADJUSTABLE STOP SCREWS. INLET STOPS. LEVER HANDLE 5 FEET HOSE. 30 INCH ADJUSTING BAR, SHOWER HEAD WITH 2.5 GPM FLOW RESTRICTOR, IN-LINE VACUUM BREAKER, WALL CONNECTION, FD-1 DRAIN LESS lRAP PRIMER. COMMERCIAL ENAMELING SERVICE SINK "'ODEL NO. 671 WITH 871-3" DRAIN AND B-872 COATED WIRE RIM GUARD. CHICAGO FAUCET MODEL NO. 897-CP WITH VACUUM BREAKER & PAIL HOOK. PROVIDE WALL CLEANOUT. FIAT FLOOR MOUNTED LAUNDRY TUB MODEL NO. FL-1. DIMENSION (20 1/4" x 17 1/4" x 13) MOLDED OF MAN MADE MATERIAL., WITH WHITE BAKED ENAMEL ANGLE LEGS. COMPLETE WITH DRAINS ANO STOPPERS. FAUCET: FIAT MODEL NO. A-1 DECK TYPE. P-TRAP: CHROME PLATED LA PATTERN. SUPPLIES: CHICAGO 1017. "HAWS" MODEL No.1119.14 , DUAL FOUNTAIN, WALL MOUNTED, STAINLESS Sl'EEL WITH No. 4 FINISH ANO PUSH BUTT VALVES. NO. 6700 MOUNTING PLATE. NO. 6800 SUPPORT CARRIER NO. Hn49MS SHELF, WITH REMOTE CHILLER "HAWS" MODEL No.HCR8 8GPH. PROVIDE WALL CLEANOUT. JUST MANUFACTURING CO. MODEL NO. SL-2217-A-GR, 22• • 17" X 6 1/2" DEEP, SELF-RIMMING, TYPE 304 STAINLESS STEEL, WITH FAUCET MODEL NO. JTR-51 WITH 2.2 GPM AER.6.TOR, ANO JUST MOOEL No. J35 BASKET SlRAINER, CHICAGO MODEL NO. 1006 SUPPLIES ANO STOPS. 17 GAUGE CP L.6. P.6.TTERN •p• TRAP, ESCUTCHEON ANO WALL CLEANOUT. ACORN MOOEL NO. 8104. RECESSEt> WALL HOSE BOX WITH VACUUM BREAKER. LUMALOY BOX ANO FRAME. REMOVABLE WALL FLANGE. FR.6.ME DOOR WITH ANODIZED, SATIN FINISH. DOOR WITH CAM LATCH, CARTRIDGE SfMDOL ® (~, (l~H) ffi ffi ~ ffi /TP\ V../ w ffi B9 W1 DEIICRIPTION W.6.TE'R HE.6.TER ELECTRIC W.6.TER HEATER INSTANT.6.NEOUS W.6.TER HEATER EXPANSION TANK EXPANSION TANK CIRCULA '!ING PUMP AUTOMATIC TRAP PRIMER ELECTRONIC TRAP PRIMER W.6.TER HAMMER ARRESTOR AIR REEL AIR OUTLE:r EQUIPMENT SCHEDULE REMARKS A.O. SMITH CYCLONE MODEL "BTH-120". 60 GALLON CAPACITY GAS FIRED W.6.TER HEATER. 120 CFH • TANK DIMENSIONS 55.50" HEIGHT x 27.75"f>. 2JO GALLON RECOVERY O 60'F RISE PER HOUR. COMPLETE WITH CLOSED COMBUSTION 4" DIRECT VENT SYSTEM BASED ON 50' TDL SEE EQUIPMENT SCHEDULE FOR ALL OTHER ACCESSORIES SUCH AS CIRC PUMP ANO EXPANSION TANK. A.O. SMITH OUR.6. POWER COMMERCl.6.L ELECTRIC WATER HEATER MODEL NO. DEL S. 6 G&LON CAPACITY. POWER REQUIREMENTS 480V 60-3.2 A"'P• 1500 WATTS. UL LISTED GLASS LINED TANK WITH B.6.KED EN.6.MEL EXTERIOR FINISH. DIMENSIONS 14.25" DIAMETER x 15.5" TALL CHRONOMITE MODEL NO. M-20L. 277 VOLTS/5540 WATTS. FACTORY PRESET TO DELIVER 1 HY F HOT WATER. INSTALL UNIT WITH .5 GPM FLOW CONTROL 5 LBS. OPEAATING WEIGHT AMTROL "THERM-X-TROL NO. ST-12C, ASME. 6.4 GALLON VOLUME. .51 MAX. ACCEPTANCE FACTOR. 1J 3/8" HIGH x 12" DIA. WITH 3/4" CONNECTION. UNIT SHALL COMPLY WITH FDA REGULATIONS ANO ACCEPTED BY N.S.F. PRECHARGE UNIT ANO INSTALL PER MFG. RECOMMENO,O.TIONS. AMTROL "THERM-X-TROL NO. ST-5C, ASME. XX GALLON VOLUME, .51 MAX. ACCEPTANCE FACTOR. 13 3/8" HIGH x 12" DIA. WITH 3/4" CONNECTION. UNIT SHALL COMPLY WITH FDA REGULATIONS AND ACCEPTED BY N.S.F. PRECHARGE UNIT AND INSTALL PER MFG. RECOMMENO,O.TIONS. BELL & GOSSET MODEL "PL30-8". 3/4" INLET ANO OUTLET. 1/12 HP-1fl-115V. PRECISION PLUMBING PRODUCTS "ppp" MODEL #1'2-500 ANO MODEL ,IDU-2 DISlRtBUTION BOX .6.S REQUIRED FOR MULTIPLE FLOOR DRAIN APPLIC.6. TIONS. TRAP PRIMER SHALL BE CONS"TRUCTEO OF CORROSION RESISTANT BRASS. PROVIDE AND INSTALL 1 /2" COPPER PIPE FROM UNIT TO FLOOR DRAIN, ISOLATION VALVE AND ACCESS PANEL. TRAP PRIMER TO TAP OFF OF RECLAIMED WATER LINES ONLY. PRECISION PLUMBING PRODUCTS "PPP" MODEL i,MPB-500-115V IN FLUSH MOUNTED WALL BOX ANO MODEL fl!)U 2 DISlRIBUTION BOX AS REQUIRED FOR MUL'IIPLE FLOOR DRAIN APPLIC.6.TIONS. TRAP PRIMER SHALL BE CONSlRUCTED OF CORROSION RESISTANT BR.6.SS. PROVIDE ANO INSTALL 1/2" COPPER PIPE FROM UNIT TO FLOOR DRAIN. 115V/191/60 HZ. PRECISION PLUMBING PRODUCTS. SC OR SWA SERIES. NOTE: INSTALL AT EACH PLUMBING FIXTURE OR B.6.TTERY OF PLUMBING FIXTURES. INSTALL ON BOTH HOT ANO COLO W.6.TER BRANCH LINES IN AN UP RIGHT POSITION AS CLOSE .6.S POSSIBLE TO THE VALVE OR VALVES BEING SERVED. SIZE AND LOCATION PER P.0.1. STANDARD WH-201. GUARDIAN FIRE EQUIPMENT CON'IINIJOUS FLOW Rm MODEL NO. 3632. ONE PIECE ALL WELDED STEEL • .6." FRAME CONSTRUCTION. SOLID RIBBED DISCS Wl1H ROLLED EDGES. COMPLETE Wl1H ADJUSTABLE FRICTION BRAKE. 1• HOSE COMES IN 100' LENGTH. REEL DIMENSIONS 23.5" DIAMETER x 1D" DEPTH. "ARO" MODEL NO. 210, PART NO. ARCF'22, FEMALE COUPLER, 1/4" BODY SIZE. 18CFM WITH "ARO" AIR 2000 PIGGYBACK FILTER/REGULATOR PART NO. P29221-614, GAUGE. FILTER WITH METAL BOM. AND SIGHT GLASS, 93 CFM, 1/4" PORT SIZE. POST INDICATOR STOCK"'AN, MODEL NO. G-951-A, ADJUSTABLE (NO FIRE AL.6.RM CONNECTION REQUIRE) VALVE HOSE REEL GAS SEISMIC VALVE GUARDIAN, "'ODEL NO. 3632, STEEL CONSTRUCllON, GLOBE VALVE. MOSE CLAMP, POLY CARBONAlE JET SPR.6.Y NOZZLE, 100 FEET OF HOSE. MOUNTING BRACKET, PAINTED RED, AND MODEL NO. :3652 HOSE. PACIFIC SEISMIC PRODUCTS 314F WITH FLANGED ENDS. HORIZONTAL CONFICURATION. G) EXTERIOR G) OPER.6.TED VALYE. SCREWSRIVER STOP. VANDAL RESISTANT LOCKSHIELO BONNET. -;--------t-----t----t---+---+---t--,,,=c:--:-=-:::--:-:-:::=--:-:-=-=-=-""'"'==:-::=..,..,==-..,..,,..,..,..,,,.....,,,,,,..,,,,.,,,.,.,..,,,....,.==-=.,...,..,,=-=,,.....,.,.,..,.,,,.,,....,.,.,.,,,,..,,,----1 (&N2) ACORN MODEL MODEL NO. 8126. CARTRIDGE OPERATED VALVE. REMOVABLE LOOSE KEY ~EEL HANDLE. VANDAL GAS SEISMIC VALVE PACIFIC SEISMIC PRODUCTS 317F WITH FLANGED ENDS, HORIZONTAL CONFICUAATION. ® , FS \ I .... 1,,, J ® ® ffi ® ® ® HOSE BIBB ROOF TOP FLOOR DRAIN FLOOR SINK ROOF DRAIN OVERFLOW DRAIN TRENCH DRAIN DOWNSPOUT COVER ROOF RECEPTOR THERMOST.6. TIC MIXING VALVE 2· 4• 2· 3/4" 1/2"TP 2· 2· 1/2"TP 4• 2• SEE PLANS FOR SIZES ANO EXACT LOC.6. llONS. 2· 2· 1/2"TP RESISTANT LOCKSHIELO BONNET. ROUGH BR.6.SS FINISH BODY WITH VACUUIII BREAKER. FREE STANDING UNIT ON --w----1-------1,-PA-C-IF-IC-S-EI_S_M_IC-P-RO_D_U_C_T_S_3_1_0_F_W_I_TH_TH_R_EA_D_E_O_E_N_D_S._H_O_R_IZ_O_Nl:_A_L_CO_N_F_IG_U_RA_JI_O_N_. -----------------------------1 ROOF SHALL HAYE 3/4" BALL VALVE IN RISER, ACCESSIBLE ON ROOF. FLASH ANO SEAL ROOF PENETR.6.TION. ~ GAS SEISMIC ., VALVE J.R. SMITH MODEL NO. 2005-Y, DUCO CAST BODY, ROUND NICKEL-BRONZE HEEL PROOF ADJUSTABLE 6" STRAINER GR.6.TE WITH DOUBLE ORAIN.6.GE FLANGE. WEEP HOLES, 2• HUBLESS. PROVIDE W11H TRAP PRIMER CONNECTION. J.R. SMl1H MODEL NO. 3100-YC CAST IRON Wl1H ACID RESISTANT ENAMEL COATEO INTERIOR AND ALUMINUM DOME BOTTOM SlRAINER WITH NtCKEL BRONZE 1/2 OR 3/4 TOP ANO TRAP PRIMER CONNECTION. J.R. SMl1H #10'10-YCR. SEE PLAN FOR SIZE. J.R. SMITH 11080-YCR. SEE PLAN FOR SIZE. SMITH/.6.CO #9818 CHANNEL SLOPE, PREC.6.ST POLYMER CONCRETE SYSTEM. ZURN ,Z,99-DC, DOWNSPOUT COVER, ROUND FABRIC.6.TEO STAINlESS STEEL FRAME wrrH FABRICATE!) SECURED PERFOR.6. TED STAINLESS STEEL HINGED STRAINER. JAY R. SMITH MODEL NO. J970Y-R-UDC WITH; CAST IRON BOOY, CAST IRON DOME; SUMP RECIEVER; UNDERDECK CLAMP; 2" WATER DAM. PRIME AND PAINT TO M.6.TCH ROOF. POWERS MODEL NO. E480-00. 1/2" NPT ROUGH BRONZE FIN!SH. COMBIN.6.TION TEMPERING VALVE SHALL BE ASSE 1016 TYPE T /P LISTED ANO CSA B125 CERTIFIED. ALL INTERNAL COMPONENTS SHALL BE FROM CORROSION RESISTANT MATERIAL CAPACITY OF THE VALVE MUST BE 4 GPIII O 45 PSIG DIFFERENTIAL.. AND BE CONS"TRUCTEO OF SOLID BR.6.SS. CONTROL TEMPER.6. TURE MUST BE ADJUSTABLE BE I WEEN 80 AND 120'F (32-4Y), WITH .6. LOCKING NUT TO PREVENT UN.6.THORIZEO OR ACCIDENTAL ADJUSTMENT. THE VALVE SHALL CONTAIIII INTEGRAL CHECKS TO PREVENT CROSSFLOW ANO INLET SCREENS TO FILTER DEBRIS. SYSIEM NO. W-L-5168 . . . . . , . .. . SYMBOL ffi AIR COMPRESSOR SCHEDULE PUMP MOTOR (EACH) RECEIVER DESCRIPTION LOCATION MANUFACTURER 01.6. &, MODEL NO. DELIVERY MIN M.6.X HP RPM VOLTS PH HZ (SCFM) (PSI) (PSI) (IN) AIR ROOM 125 25 C, 125 175 5 208 3 60 CHAMPION if -- COMPRESSOR VR5-8 125 PSI 3. PIPE COVERING"-NOM 1 IN (25 MM), 1. WALL ASSEMBLY-THE 1 OR 2 THE HOURLY F RJ\TING OF THE 1 l/2 IN (J8 MM) OR 2 IN (51 MM) HR FIRE RATED GYPSUM FIRESTOP SYSTEM IS EQUAL TO THE THICK HOLLOW CYLINDRICAL HEAVY BOARD/ SWD WALL ASSEMBLY HOURLY FIRE RATING OF THE WALL DENSITY (MIN 3_5 PCF OR 56 l<G/M3) SHALL BE CONSlRUCTED OF ASSEMBLY IN WHICH IT IS INSTALLED. GlASS FIBER UNITS JACKETED ON THE THE MATERIALS ANO IN THE MAIIINER DESCRIBED-IN-THE. 2. THROUGH PENETRANTS-ONE OUTSIDE WITH AN ALL SERVICE JACKET. INDIVIDUAL U300, U400 OR ME:rALUC PIPE OR TUBING LONGmJDINAL JOINTS SEALED WITH V400 SERIES WALL OR INSTALLED CONCENTRICALLY OR ~!J~~~~~~ ~~ TAPE. PARTITION DESIGN IN THE UL ECCENTRICALLY WITHIN OPENING, TRANVERSE JOINTS SECURED WITff FIRE RESISTANCE DIRECTORY PENETRANT TO BE RIGIDLY METAL FASTENERS OR WITH BUTT TAPE AND SHALL INCLUDE THE SUPPORTED ON BOTH SIDES OF SUPPLIED WITH THE PRODUCT. FOLLOWING CONSTRUCTION WALL THE FOLLOWING TYPES ANO ANNULAR SPACE BETWEEN PIPE FE.6.TIJRES. SIZES OF PENTAANTS MAY BE A. STUD-WALL FRAMING USED: COVERING ANO PE(RIPHERY OF OPENING MAY CONSIST OF EITHER A. STEEL PIPE-NOM 8 IN (203 TO BE MIN O IN O MM, POINT WOOD STUDS OR STEEL MM) DIAM (OR SMALLER) CONTACT) TD MAX 1 ' IN (48 MM). CHANNEL STUDS. WOOD SCHEDULE 10 (OR HEAVIER) STUDS TO CONSIST OF STEEL PIPE. SEE PIPE AND EQUIPMENT CAP REMARKS (GAL) BO LUBRIC.6. TED RECIPROC.6. TING TYPE WITH ON/OFF STARTER SWITCH. ASME OPER. WT. = 535 LBS. AATEO ASSEMBLIES. THE HOURLY T RATING IS 1 /2 HR FOR PIPE COVERINGS OF NOM 1 IN AND I :l IN (25 MM AND 36 MM} THICK FOR I HR RATED ASSEMBLIES. THE HOURLY T R,\TING IS 3/ 4 HR PIPE COVERINGS OF NOM 2 IN (51 MM) THICK FIRE FOR 1 HR RI.TING .6.SSEMBLIES. 4. FlU.. VOID OR CAVITY MATERIAL.._ CAUL!< OR SEALANT-MIN 5/8 IN (16 MM) THICKNESS OF CAUU( APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL MIN t/4 IN (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PIPE COVERING INTERFACE .6.T POINT CONTACT LOC.6.TION ON BOTH SIDES OF WALL F R,\TING-1 &, 2 HR jSEE ITEM 1) NOM 2 BY 4 IN (51 BY B. IRON PIPE-NOM 8 IN (203 CO\IERING-MATERIALS (BRGU) T RATINGS-0, 1/2, 3 4, 1 1/4 & 1 1/2 HR (SEE ITEM ..-. ) ~•••--IN THE BUILDING , .. _IALS l,' ~, 102 MM LUMBER SPACED MM) DIAM (OR SMALLER) CAST ""''""v"' ""'' "" " 16 IN (406 MM) OC OR DIJC'TII.E 1=N PIPE. DIRECTORY FOR NAMES OF .. . -1A JM COMPANY-IC 15WB+, CP 25WB+ CAULK OR FB-3000 Wf SEALANT *BEARING THE UL CLASSIFICATIOr.t MARK. ~ • nv MANUFACTURERS. -6.NY PIPE COVERING ' STEEL STUDS TO BE MIN C. COPPER TUBING-NOM 4 IN MATERIAL MEETING THE ABOVE ! 3 1/2" IN (89 MM) WIDE (102 MM) DIAM (OR SMALLER} SPECIFICATIONS ANO BEARING THE UL ~ SPACED MAX 24 IN (610 TYPE L (OR HEAVER) COPPER CLASSIFICATION MARKING WITH A FLAME _! 4 I---MM) DC. TUBING. SPREAD INDEX OF 25 OR LESS AND A ~ B. GYPSUM BOARD"-THE D. COPPER PIPING-NOM 4 IN SMOKE DEVELOPED INDEX OF 50 OR i GYPSUM BOARD TYPE. (102 MM) DIAM (OR SMALLER} LESS MAY BE USED. ~ THICKNESS, NUMBER OF REGULAR (OR HEAVIER) ' ' . rA , ' ' ' 4 ~ / ' -2 ') "\ (, - -"' V, ,.,, E ~ "' 0.. TIE lhCUIDEil DRAWlf•IM,. SPEOIACA.TIONS,. IDEM\ IJESIGMSAMfl AFIRANGElENTS REPAeseNTED THl!:REBV ARE °""0 S1-iAU. FIE:liUuN THE PROPERTY 0~ MM DES!ru. GROIJ? ANO MO PARTTMEREOF 51,W_L BE COF'IEO,. DISCl.OSEll TO 011-lstS. OR USED IN CONNECTION 'MTH ANY WORK OR PROJl:CT OTHER THAN THE aPECIAC PROJECT FOR V.HLCH T\£V HA\IEBEEN PRE?AREDAND DE\IELOPED WfTl,IOUI" T,ile il'iAlnBI CONBehlT OF RIU,i OESIBN OAOl,P. VISIJM. OCffrACT Win+ 1',IE1£1JAAWI~ ORSPECl~TIONS 91-W.L C0tilSTITlrTE COWCLUSNE EVIDENCE OF '-CCEl"TANCE OF THESE RESTlillCTIOt,ill. IIUBt.llTTAL OF Tl"IESE OOCUW!NTS FOR PUSUC AGeNCY REIU!W SHALL-NOT BE CONSIOER!lOJi. WAl'Vl!II; OF ll;llltM OESIBN GROUP'S. A.IOMTS.. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a CalWomla Cor,:,omtlon ~ "' .. ~~g □ □ g ! ~ !I .. • ~~wU ,; I-..... 0 '"' -' -0 "' :::, □ .. □ CD m a"'"' f ~ (I) ~ <o~ (f.l .... II.. 8 < e· le . _,_ C: ..... ., 0 • ~~~ !}~;;~ ~ "E :!:: 8 ., .... o11 5g~2 .. ■1111111 II.. 1ii ca ~ !! € o. ~ ~ ii! ••• g.eett w °".!!Ia-~ ~ 5 ii, ■lillll!!!! ii' z g Of a: " ;! b o ! ~ t !a I:. 0 " " ;! ~g ~ -~ !a i -0 0 0 ..J .... (.) 0 N <C Cl) I.I. <C C, (.) z --,, Cf) z cu -..0 w ~ Ill _. z 't: ~ 0 I-0 "' IU ~ ~ (.) w "' w >,, :c ~ 0 cu u "' z~ fl) 0 "' 5 0 c:: w "' a. 0 U) -LLI ._ ~o ,_g (/) I() ~N -LL " ; ~ ~ !a I 0 " ffi . _,_ .. i:'8¥ 1:.i&ill 8f September 9, 2009 ----P0-03.dwg ..,,._. 1107570 .on P0-3 \) ...,. SHALL BE AS SPECIFIED COVERINGS OF NOM 1 IN AND 1 1 /2 IN 248 t 3)..-__; ~y~~HEWo~~~~ COPPER PIPE. THE HOURLY TRI.TING IS 1 1/4 HR PIPE ~ I CITY OF CARLSBAD. 11 SHEETS I i!l I , . , ·. . (25 MM ANO 38 MM) THICK FOR 2 HR ENGINEERING DEPARTMENT e------>--+---------------•--..---------------I'·· ·'e--~--,n-----------------------------------·-----------;IN THE INDMDUAL DESIGN _______________ --JRAJED-ASSEMBltES.THE-HOURlY-T-AATING---------+IL-11~;:::::;:::;::::::::'.,.'.::::::::::::~:;;:;;;:::::::::::::::::::::::::::::::::::::::::==::'...:=== ,, .. ,,. . IN--rFIE-UL FIRE -_ ts··i 112. HR f'OD PIPE ~-INGS OF ___ MPROVEMENTPl.»ISFOR:. " '.: . ,. RESISTANCE DIRECTORY. " '-'V•"-" . e" '· · < · MAX DIAM OPENING ts 12 NOM 2 IN (51 MM) THICK FOR 2 HR CARI.S8AOJOltvrFIRSTRfSPONDERTRAININGFACft.rrY -~ •~ ~ ::1-. ----1·18 1/2 IN (318 MN). SCHEDULES -"' ~ -, .. -·-•' ---· ·----~------------.. --. ' ---------- -.---. ~ ---· -.. · .,_ ... . - ---------- ----- -----·------------------------------------------------------------·---------------------------,------------,--------------------------------------------··-· ---------------------.. ----------------------- APPRoiED WIWAM £. □, '·~·m j~.,,-..: -~ ~ ""$/4r_ DEPUTY CITY ENGINEER PE28176 EXPIRES J/J//10 DI\ 1---------------------------~ .. a.•·:2··•,___ _______________________________________________________________________ --,-----.--1 FIRE WALL PENETRATION DETAIL (INSULATED PIPE THROUGH 4" WOOD OR 3 1/2" STEEL STUD WALL) '""' 1 OWN BY: RS I PROJECT. NO. I DRAWING NO. CHKD BY: SN :!fi,(, 463-1 RVWD BY: SN • -·---l ---------------------------------------·-··---------------------~------- ----------------------------------------------------------------------------------------------------------------- , . ! I r I '2' ~ :ti.. / / rA I I I ~ A LA I 2 3 JB S)"SJEM NO. W-l 1296 . . . -.• - . . . , " 1A . ' ' , ' ' ' } ~-~; ". ~ -: f,,~ '~ '~ ~, ~e' . ,. • • ., ' ~t ~~ .} ; .} : .. ~ (~ •.. ;• t? ·..: .. " ·-1 --t ,:..~ "'' .· ":,; . . . ".:,. . . gQ!!Qt! tr.A f' RATING-1 & 2 T RATINGS-0 & 3 ' I 18 HR (SEE ITEM 1) 1/4 HR (SEE ITEM 1) SITE PLAN 1. WALL ASSEMBLY-THE 1 OR 2 HR FIRE RA TED GYPSUM . BOARO/ STUD WALL ASSEMBLY SHALL BE CONSTRUCTEO or THE 1,!A TERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL AND PARTITION DESIGN IN THE UL F'IRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION f'EATURES. A. STUD-WALL rRAMING 1,!AY CONSIST OF EITHER WOOD SUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN (51 BY 102 MM) LUMBER SPACED 16 IN (406 MM) OC. STEEL STUDS TO BE MIN 3 ¾° IN (89 MM) WIDE SPACED MAX 24 IN (610MM) OC. B. GYPSUM BOARD•-THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS. f'ASTENER TYPE SHEET ORIENTATION SHALL BE SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 SERIES DESIGN IN THE UL F'IRE: RESISTANCE DIRECTORY. MAX DIAM OPENING IS 10 5/B IN (270 MN). I ' 1! ,, ~ 0 l ' I I -.:: -·- THE HOURL y F RA TING or THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY f'IRE RA TING or THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. THE HOURLY T RA TING IS O AND ¼ HR roR 1 AND 2 HR RA TED ASSEMBLIES. RESPECTIVELY • 2. THROUGH PENETRANTS-ONE METALLIC PIPE. CONDUIT, TUBING OR FLEXIBLE METAL PIPE INSTALLED CONCENTRICALLY OR ECCENTRICALLY WITHIN OPENING. ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING TO BE MIN O IN (O MM POINT CONTACT) TO 1,!AX 2 IN (51 MM). PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL THE f'OLLOWING TYPES AND SIZES OF PENTRANTS MAY BE USEO: A. STEEL PIPE-NOM 8 IN (203 MM) DIAM (OR SMALLER) SCHEDUL;E 5 (OR HEA\IIER) STEEL PIPE. B. IRON PIPE-NOM 8 IN (203 MM) DIAM (OR SMALLER) CAST OR DUCllLE IRON PIPE. C. CONDUIT-NOM 4 IN (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT) OR NOM 6 IN (152 MM) RKllD STEEi. CONDUIT, D. COPPER TUBING-NOM 4 IN (102 MM) DIAM (OR SMALLER) TYPE L ( OR HEA \IIER) COPPER TUBING. I ; I n1 ---· CUL-DE-SAC TRAINING ' i I ' I I \ /\ 1 -\ 1 ' I ' I ~ _, I (/,,,I \ ' " "" i ' I I ,11 - -"1' -...... -...:...:7 E. COPPER PIPE-NOM 4 IN (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPF'ER PIPE. f'. THROUGH PENETRATING PRODUCT*- rLEXIBLE MET AL PIF'ING-THE FOLLOWING TYPES or STEEL rLEXIBLE METAL GAS PIPING MAY BE USED: 1. NOM 2 IN (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE MET AL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. OMEGA FLEX INC 2. NOM 1 IN (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE MET AL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY • GASTITE. DIV OF TITEFLEX 3. NOM 1 IN (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE ,ETAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NIT BE REMOVED ON BOTH SIDES or FLOOR OR WALL ASSEMBLY. WARD Mf'G INC 4. rlLL, VOID OR CAVITY MATERIAL*-CAULK OR SEALANT-MIN 5/8 IN (16 MM) THICKNESS OF CAULK APPLIED WITHIN ANNULUS, FLUSH I 1/ A \ I I I I '/ I I WITH BOTH SURF ACES OF WALL MIN 1 1 /4 IN (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERf'ACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL 3M COMPANY-IC 15WB+, CP 25WB+ CAULK OR FB-3000 WT SEALANT *BEARING THE UL CLASSlf'ICA TlON MARK. FIRE WALL PENETRATfON DETAIL (UNINSULATED PIPE THROUGH 4 .. WOOD OR 3 1/2 .. STEEL STUD WALL) NTS 2 SYSTEM NO f'-A-f009 1. FLOOR-CEILING ASSEMBLY-THE FlRE RATED UNPROTECTED A. STEEL PIPE-'!OM 36 IN DIAM (OR SMALLER) SCHEDULE 10 STEEL DECK FLOOR CEILING ASSEMBLY SHALL BE (OR HEAVIER) STEEL PIPE. CONSTRUCTED OF THE MATERIALS AND IN THE MANNER B I ( ) SPEClf'IED IN THE INDIVIDUAi. D90D SERIES DESIGNS IN THE • RON PIPE-NOM 36 IN DIAM OR SMALLER CAST OR DUCTILE IRON PIPING. 2 JB 18 BELOW: A. NORMAL WEIGHT OR LIGHiWEIGHT CONCRETE-D. CONDUIT-NOM 4 IN DIAM (OR SMALLER) STEEL UECTRIC r· ( ~- r® UL F'IRE RESISTANCE DIRECTORY AND AS SUMMARIZED C. CONDUIT-NOM 6 IN (OR SMALLER) RIGID STEEL CONDUIT. f",,.. , CONCRETE THICKNESS ABOVE THE CREST OF THE DECK METALLIC TUBING f --.-.c1...,._. -SHALL BE MIN 3 1/4 IN ,OR 2 HR r RATING AND 4 ¾ E. COPPER TUBING-NOM 6 IN DIAM (OR SMALLER) TYPE L (OR i' ..,-zr • cl:~llil: F RATING-2 HR & 3 HR (SEE ITEM 1A) IN FOR 3 HR r RA TING. NORMAL WEIGHT CONCRETE HEAVIER) COPPER TUBE. . . • >" . ,":- , ' -~-,. " _li;. . 4-. .., i:l±l± -·· . J-· . "'.i T RATINGS-0 HR WITH CARBONATE OR SILICEOUS AGGREGATE. 145 TO f'. COPPER PIPE-NOM 6 IN DIAM (OR SMALLER) REGULAR (OR X '--:...r:... _____ .:._.,...__ ~--.L_.,_ __ ._:...,~ L RATING AT AMBIENT-LESS THAN 1 Cf'M/SOS/SO rT 155 PCF UNIT WEIGHT, MIN 3000 PSI COMPRESSIVE HEAVIER) COPPER PIPE. $ · -.., : " -. . ,... · _ L RATING AT 400 F-LESS THAN 1 crMS rT STRENGTH. LIGHTWEIGHT CONCRETE WITH EXPANDED 3. FlRESTOP SYSTEM-THE F'IRESTOP SYSTEM SHALL CONSIST or ~ , •• .-• -• " Lfill:LL 4· . -SHALE. CLAY OR SLATE AGGREGATE, 105 TO 115 Per THE FOLLOWING: i .. ; ' .. . , • · · · c LL • 4 . "' d . UNIT WEIGHT, MIN 3000 PSI COMPRESSIVE STRENGTH. KEYNOTES 0 STORM DRAIN WITH VERTICAL CLEAN OUT IN RISER. INSTALL PIPE BELOW GRADE AT 2:0.: SLOPE UNLESS OTHERWISE NOTED. FOR SIZE AND INVERT UEVATION REFER TO PLUMBING SITE PLAN. OFrSET AS NECESSARY AROUND BUILDING ,DOTINGS. ,OR CONTINUATION SEE CIVIL UTILITY SITE PLAN. <3>' DOMESTIC COLD WATER WITH SHUT orr VAI..Yr. IN YARD BOX. INSTALL PIPE A MINIMUM OF 3 FEET BELOW GRADE. R£FER TO PLUMBING PLAN f'OR SIZE. FOR CONTINUATION SEE C1\IIL UllLITY SITE PLAN. ~ SANITARY WASTE WITH CLEAN OUT IN YARD BOX. INSTALL PIPE BUOW GRADE AT 2:0.: SLOPE UNLESS OTHERWISE NOTED. FOR SIZE AND INVERT UEVATION REFER TO PLUMBING SITE PLAN. FOR CONTINUATION SEE C1VIL UTILITY SITE PLAN. 0 HIGH PRESSURE GAS WITH SCV-1 LOCATED AT BUILDING RISER. INSTALL PIPE A MINIMUM OF 3 FEET BELOW GRADE. REf'ER TO PLUMBING PLAN FOR SIZE. ~ INDUSTRIAL COLD WATER WITH SHUT OFF VALYr. IN YARD BOX. INSTALL PIPE A MINtMI.IM Of 3 rEET BELOW GRADE. REFER TO PLUMBING PLAN FOR SIZE. FOR CONTINUATION SEE CIVIL UTILITY SITE PLAN. 0 FlREWA TER. INSTALL PIPE A MINIMUM or 3 F'EET BELOW GRADE. REFER TO PLUMBING PLAN roR SIZE. rOR CONTINUATION SEE CIVIL UTILITY SITE. PLAN. -,:; V> :,:: E ~ ., ""- lHE INCLUDED CIRo'.WING6,. SPECJFIC,,TJON&, IIJE,11& DESiGN&AWO ARRIIWGEMENTS~TEIJ THeRWY AAE~s.w.J.-N TME.PRCIP.auv OF RRM. DESIGN GROUP AND NO PAR[ Ti£RECJF SrlALL BE. OOPIEO, DISC! 09EO TO OTHERS OR usaJ IN CCJNNE(;TLOfl WITH ANY WORK OR f>ROJEGT OTHcR. Tt!AN 111E ~Pa.i...-lG PROJECT FOR WHICH THE'l' HA\IE BEEN PFIEPIIIREDANJ DE'IIB..OPED WIT\-IOIJT n£WRIT1Etl.COMIEHT OF RmlDal&GN.GROUP. 'JIBIA.OOlffJriOT WITH lliESoE DRAWING6 QRSFECiFIC.ATIOIGSiW.1.00NSTllUTE.COtiCU:WNE E',IIDBIICE OF J.CCEPTANCE.CIFTHESEREBTRICTIOlrlS.. SU!IMlTTALCIF THE$£ DOCUMENTS. FOR PUBLIC, A,GBICV REVIEW SMALL NOT B£ CONSl~m ,._ WAI\'~ OF RRM DESIGN GROUP'S RJGrlTS.. RRM DESIGN GROUP COPYRIGHT 2006 RRM is a Cafifomia Corpo1atior1 "' "' < < l~~ 0 0 ~~~~ . f=&:~~ e • '-'J,:li'WU 1i I-.... ~ ,.; ...I ~ 0 "" ::) c' m 0 CD m 0"'.., :g 1;i Cl) ~ -cO~ oo_~w...g < . ~ . _._ ffi_ .,... W, Cl • ~~\3 a -~ _.mCISO -~ .E ~ 8 ... ,_ ell 0 ~ 0 " a5!="t"N ~ ••• u. 1i1 ~ . II ~ t ~~ ~ ~ ·-z •;::; ~ g w g.!!loe" tj "' ■iil!!III E 111 z &i8f0- ~~ • > • l " ~ a" i ( ~ "i -0 a 0 ..I .... -0 (.) N < 0, ... < z 0 (.) ~ z .. -'C 0. z co DI -~ .Q I-(/) -is .:: (I) " I-co .. a::'(.) 0 "' <> z "' w >w "' -C Q co m is z ~ ::!: "' 0 ,. C :::::, ~ 0. 0 ..I (I) -0. .. w 0 a:: 0 r-co (I) It) Q! N - . I;&. $ ~ • I!, ~a ~ ~ • PRO,£CT-... :;'."' l;;-"l!I" " September 9, 2009 iWI ,n P1-1,dWg .... ._. 1107570 _, P1-1 ~ 2,--\_,,:;-,.>\:·;_;: __ ;·_::· .. 4 \ •· • ~ i ~ ~: ~~~CDFL~~~ ~~~R~OR:~Nl~~~x~~POSrTE OR ~~~:~ J~0~~H~~A~s~RI~~ ~N~~:~~O~-~~ TO ~ • _ · NONCOMPOSITE 1-5/16 TO 3 IN DEEP GALV UNITS AS BE A RIGID SHEET MATERIAL, CUT TO F'IT THE CONTOUR OF ~ CITY OF CARLSBAD ~ :!: • T -• -1C SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGNS. PENETRATING ITEM AND POSITIONED AS REQUIRED TO ~-·-----:a,"'--111-r---------l:=.-----~--1--------.-2-r--r-------.J------------------------------------IMAX_DIAM_OF_OPENING_IS_ 41~1/4_1N.-~~~-----~A_CCOMMODATE THE REQUIRED THICKNESS OF F'ILL MATERIAL ENGll'IEERING DEPARTMENT 48 -II . .__A · 2. THROUGH PENETRANTS-ONE METALLIC PIPE TO BE FORMS MAY Br-REMOVED AFTER FILL MATERIJ\l Hi\S CLIREO.--•------------------•-if-lif-_;,M:;;P;;;RO:;;;V::;;EM~EN;.T;;P;;:LAN:;;;S;:;F;;OR;::=::::::::::::::::::::::::::::::::::::::::::::=:..:==:::;- .il_ ,,-INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY ~ WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE Flll, VOID OR CAVITY MATERIAL*-SEALANT MIN 2 1/2 IN CARLSBADJOf/\fTF/RSTRESPOMJERTmMf'I/GrAC/UTY ~ -SHA~ BE MIN 1 ! IN TO MAX 3 f IN. THE FOLLOWING THICKNESS OF F'ILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH " TYPES OF PIPE. CONDUIT OR TUBING MAY BE USED: WITH TOP SURFACE OF FLOOR. MORTAR TO BE MIXED WITH PLUMBfNG SITE PLAN i WATER AT A RATE OF 1.~ TO 2.4 GAL (7-9 LITERS) PER 25 ~ lB BAG IN ACCORDANCE WITH MANUFACTURERS INSTALLATION ~ SECTION A-A INSTRUCTIONS. ,;; --------------------------------------~------------ -----------------------------------ISO~TEKINTERNATIOl'-IAb-CAf'OOTPS--MORTAR--------- *BEARING THE UL CLASSIFICATION MARK ______ AP~RJ~':?/ ~~M ;)}!MER ..... 6//~ DEPUTY CITY EN~EER P£28176 EXPIRES j/.})/1() -/ DAf(~ FLOOR PENETRATION DETAIL (UNINSULATED PIPE THROUGH CONCRETE FLOOR) NTS 1 OWN BY: I PROJECT 1110. I DR-::~11'-10. CHKD BY: $N ;ljl!lf, ~ RVWD BY: SN ----· ------- ------------------------------------------------------------------ -----; ' ' I 7 I ! :i, . · l f "' ! l'! & ~ -! ~ f ,_ + I -! g 6 ::!; I 8"(4819 SO AJ-----1----------l-l----- Q rr-1ril C )-----+---------,!-IL_ JL JI _£=[] II 11 II I! II II l! II II E;---!i------t:17µz.i~;zz:~ II F , !t H b II II iw«;[ tMSlfl(S omcE I w.; I V ------ 3/4" (682 CFH) 1 682 CFH, 8" WATER COLUMN MEASURED LENGTH = 13D' DEVELOPED LENGTH = 13o•x1.s = 195' CONFrnl'l/CE ---~- ~ F I I I I I I I !I "( !!I'll) 1+1--,.,~ I 2 1 /2"(80 FU) SEE P1.1 F'OR CONTINl!A TION I I~-,~~) i: II 1"(121'U) ~- '--1 1/4"(1BF4)_ (TYP) 11 4"CO"ro·+m..,.....-~-........ --+-@ II ~1 "(69i!!u) 3/4 8"(2528 SO (D>----\-f-SO--:~ 6" FIRE WATER-----'!-- BEL GR. SEE P1 .1 10 .. ELEClRIC FIRE--' ALARM BELL MOUNTED AT 10' -0" ABOVE FINISH GRADE · Pl---./ 3"(2RJ) TP II II II II II II I! 1· u rcol'.:u ~ iJ II II ~ II n II n • I h ~--~-----➔=r=========f ! l\lllw I I 113 I I 0 3/4"(1FlJ) 2"(1FlJ) M1l10R\' f 10o I 3/4" 0 R!JJ UP • .,<. ........... _......... £.. [2"(3FU) llMIGt CCl!llrol ROOM I 11s I l'tS!1BUlE 1lll NGE flltl?. SfD!IAC!: , fC 1 121 1 3/4" (51 CFH) 51 CFH. 8" WATER COLUMN ,....=::!..c',/..:::.:...::.4 MEASURED LENGTH = 46' DEVELOPED LENGTH = 46'x1.5 = 69' 3/4"(5.SFlJ) 3/4"CD (10TON) .,.._-+..:.:::.-13/41 (18" Aff) ,~ I L:._J 14"(104FU) i~ l_ 4•rcb "(21FlJ) P.O. S!'fC\ll.n' 'IEH!ClE PMK!NG L:._J f .ll. SPEC!At.1'1 VOilC1l ~R!<ING I I --<1 8"(4001.5 SO n) 3/4"CW(1.5FlJ) 3/4"HW(1.5FU) 4"W(2FU) 2"(2FlJ) OFrSET -, AROUND ROOF HATCH 3/4"CW(3FU) 3/4"HW(3FlJ) 3"W(3FlJ) G-c21ru) J CONNECT TO AIR COMPR OR PRDIIIED BY OTHERS ' KEYNOTES THlc lt.lOUJIJic:Ll _,_INl.>6, SPECIFICA.TIONti,, 10ENi. =-/1\NO. ARRANGEMENT!iREPRaicNTEO THE.kEEIY ARE-'ND BHM.L~N. Dlla.PRCPERTYOFRRM.llEB-~PANUNOPAATTHEREOFSl'IIILL l!EL':a'IECl,CJISCl,.llSlallTCCTrlERSCR.USEDIN~TICNWmt At,,N WORK OR PROJECT OTHER THAN. THE SPECIFIC PROilECT FOR WHta-1 Tl--l£V HA.\/E BED.I P~O.At.lD !lE\/ELOPED WITHOUT TiiE WRITTEkCONSEHT (')F RRM. CEBIGN GROL6', ViSllAL CONT.-CT WITH TiiESE Di<AWlNG8. Olil SFl:CJFICATICWS SI-WJ. cml&TITIJTECCMCWSNE E\IIDEN.CE OF ACCEPTANCE OF TttE:SE ~1RJCTIONS._ SUBM!TTAl.flF TI-lea£ OOCUIIIENTS FflR PUBLIC .f.Gt/llCV A;~LFW ru.JALL /,jOT BE CONSIDERED A WAIVER OF RAM DESIBM. GROUP'S fUal.!Ta,. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation I!! < Q • I--' ::) CD en ~ < • ~t H-H-++-1--1---+-I. ~ ~ I ~ 0 -...I .... -0 0 N c:(O) u. < z Oo z ~ :5 -"Cl z cu CL -.Q a: ~ .!!! 0 I-:; 0 a: 0 ...I w >, I.I. 0 cu r-z== u, 0 C a: -CL o I.I. 0 ;:: wo a::o r-U) fl>· I(). 0:: N -I.I. September 9. 2009 PSRC-2--1.dw\l ...,_,. 1107570 P-S-2.1 ~ , 1-t .. -.'! fSHm7 CITY OF CARLSBAD I SHEETS I :---n-r-----------------t--------t---~--------+-------------------+--+----------------------------------'N _0_TERMINA1E_STORM_DRAIN_ &: OVERFLOW DRAIN PIPING TO +s· ABOVE _ ___j~1~_1~-,';L:::.J;;;;;:;;;:;;;~;;:;;;:;:;:;EN~G;INE=ER=IN=G=DE=P=A=R=™=EN=T===== 2 =" 8=:: _.l -----·■ GRADE, WITH DOWNSPOUT COVER. AND-SPILL TO~SHBLOCK. MPROVEMENTPLANSFOR:. ,e---- ½ ~ 1 -"' <'i "' .. -:i! (2} 3 0 <§>, RUN UP AGAINST WALL PAINT TO MATCH BACKGROUND. CARf.SBA[)JO/NTFIRSTRfSPONOE:RTRA!NfNGF1tC!l.m' FIRST FLOOR PLAN GENERAL NOTES 1. REFER TO DETAIL 4 ON P-S-5.2 AND DETAIL 1 ON P1-1 FOR FLOOR FIRE PENETRATION DETAILS. FJRST FLOOR PLAN OWN BY: CHKD BY: SN RVWD BY: SN PROJECT .NO. I DRAW\IIIG IIIO. :J um: _ 463-1 ,_ -=-----__ ----------~-~-·--· --------· ... ------- V'f =r-0 (1) (1) ~-,+ IV G) -··IV '-0 ~ 0 ~ -w IV I ~ ~ 00 1 21 ® ® :::11 14 15 !6 19 20 ' ~: <, ! '"• ' I ' ' • I ' , I I -7"'----------l------------------+------------------l----'-----+---------l---------+--------------------------------t-~f ' I ' ' I I ' I I ' • • I • I I I I I I • I I • • ' • I I ' I ' • ' I I I r--2"(22FU;i CW FOR CO~TINUA TION SEE P1. 1 llNHiEX I RESlROOM 1 3"(1d2 SQ FT) 133_1 -- ~ E!IClOSIJ!1£ lJ4 i SlOREfllt'ffl l'ROP ' lJ5 -- ~~-----------➔-------------~-------- - - 100-\'AR!l ~ LJI!_J SYSJEM NO, W L 500) I snmooirr srormoo !'00? PROP r -lr/ ~--------7 ~ ---------7, I J++-_t=--------- FIRST FLOOR PLAN S!ORITR()!,'f PROP 139 -------T-TT---------~7 I 11 11 I I C. COPPER PIPING-NOM 6 INCH (152 1. WALL ASSEMBLY-THE 1 OR 2 HR NUMBER OF LAYERS, FAS1£NER TYPE. MM} DIAM (OR SMALLER) REGULAR SEE PIPE AND EQUIPMENT COVERING A. -ALL. VOID OR CAVITY MATERIALS-- FIRE RA1£D GYPSUM BOARD/STUD AND SHEET ORIENTATION SHALL BE ( ) MATERIALS (BRGU) CATAGORY IN WRAP STRIP-NOM 1/4 INCH (5 WALL ASSEMBLY SttALL BE AS SPECIF'IED IN-THE INDIVIDUAL OR HEAVIER COPPER PIPE. BUILDING MA 1£RIAL DIRECTORY-FOR MM) TI-IICK lfllTUMESCENT CONSTRUC1£D OF THE MATERIALS DESIGN IN THE UL FIRE RESISTANCE 3. PIPE COVERING'"-NOM 1 OR 2 INCH NAMES OF MANUFACTURERS. ANY ELASTOMERIC MATERIAL FACED ON AND IN THE MANNER DESCRIBED IN DIRECTORY. MI\X DIAM OF OPENING (25 OR 51 MM) THICK HOLLOW PIPE COVERING MATERIAL MEETING ONE SIDE WITH ALUMINUM FOIL, ,, ;\ THE INDIVIDUAL U300. U400 OR IS 14 1/2 INCH (36B MM) INCH FOR CYLINDERICAL HEAVY DENSITY (MIN THE ABOVE SPECIACATIONS AND SUPPLIED IN 2 INCH (51 MM) WIDE "' •: · V400 SERIES WALL OR PARTITION WOOD STUD WALLS AND 1B INCH BEARING THE UL CLASSIACATION STRIPS. NOM 2 INCH (51 MM) WIDE " :; \: DESIGN IN THE UL FIRE ( 457N MM) FOR S1£EL STUD WALLS. 3.5 PCF OR 56 KG/M:l) GLASS FIBER MARKING WITI-1 A FLAME SPREAO STRIP TIGHTL y WRAPPED AROUNO & ft, RESISTANCE DIRECTORY AND TI-IE HOURLY F RATING OF THE FIRE UNITS JACt<:E1£D ON THE OUTSIDE INDEX OF 25 OR LESS AND A PIPE COVERING (FOil SIDE OUT) • ;.; :: SHALL INCLUDE THE FOLLOWING STOP SYS1£M IS 1 HR WHEN WITH AN ALL SERVICE JACKET. SMOKE DEVELOPED INDEX OF 50 WITH SEAM BUTTED. WRAP STRIP l --CONSTRUCTION FEATURES: INSTALLED IN A 1 HR ARE RATED LONGITUOINAL JOINTS SEALED WITH OR LESS MAY BE USEO. THE LAYER SECURELY BOUND WITH 0 A. STUOS-WALL FRAMING MAY WALL AND 2 HR WHEN INSTALLED IN METAL FAS1£NERS OR HOURLY T RATING OF THE S1£EL WIRE OR ALUMINUM FOIL ~ CONSIST OF EITHER WOOO A 2 HR FIRE RATED WALL. FACTORY-APPLIED SELF-SEALING FIRESTOP SYSTEM IS 3/4 HR WHEN T'PE 'ND SLID INTO ANNULAR !!l STUDS oc STEEL CHANNEL LAP TAPE. TRANSVERSE JOINTS ( MM) THICv PIPE "' "' ~ " SEALED WITH METAL FASTI:NERS OR NOM 1 INCH 25 " SPACE APPROX 1 1/4 INCH (32 ,i. ., , , i, ~~~~ ~DNg.,,TUgs~o4 INCH 2. THROUGH PENETRANTS-ONE WITH BUTT STRIP TAPE SUPPLIED COVERING IS USED. THE HOURLY T MM) SUCH THE APPROX 3/4 INCH 5.'! it.,1 cc".; 18 -METALLIC PIPE OR TUBING TO BE WITH TI-IE PRODUCT. WHEN NOM 1 RATING OF THE FIRESTOP SYS1£M (lg MM) OF THE WRAP STRIP WITH ;,i 'rt ., -(51 BY 102 MM) LUMBER CEN1£RED WITHIN THE FIRESTOP INCH (25 MM) THICK PIPE COVERING IS 1 HR AND 1 1/2 HR WHEN NOM PROTRUOES FROM THE WALL ,S \' c r_;;_: SPACED 16 INCH (406 MM) OC SYS1£M. PIPE OR TUBING TO BE IS USEO, THE ANNULAR SPACE 2 INCH (52 MM) THICK PIPE SURFACE. ONE LAYER OF WRAP -¾ ;: ,.. _ WITH NOM 2 BY 4 INCH ( 51 R1G1DL Y SUPPORTED ON BOTH SIDES BETWEEN TI-IE PIPE COVERING AND COVERING IS USED WITH 1 HR AND STRIP IS REQUIRED WHEN NOM 1 Bv 1D2 "") LU"BER END OF WALL ASSEMBLY. THE FOLLOWING 2 H° FlcE R•=o W'LLS ( ' mm m TYPES AND S1ZES OF METALLIC TI-IE CIRCULAR CUTOUT IN THE " " ,..,c. "' ' INCH 25 MM) THICK PIPE ~ SECTION A A PLA1£S AND CROSS BRACES. PIPES OR TUBING MAY BE USED, GYPSUM WALLBOARD LAYERS ON RESPECTIVELY. COVERING IS USED. TWO LAYER OF !!tJlliJ HW C::7 3M COMPANY-FS-195+ B. Fill. VOID OR CA VrTY MA TERIALSo- CAULK OR SEALANT-MIN 1/4 IN ( 6 MM) DIAM CONTINUOUS BEAD APPLIED TO THE WRAP STRIP /WALL IN1£RFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP LA YER APPROX 3/4 IN (19 MM) FROM THE WALL SURF ACE. 3M COMPANY-CP 25WB+, IC 15WB+. FIRE DAM 150+ CAULK OR FB-3000 WT SEALANT *BEARING THE UL CLASSIFICATION MARK H J 1 Ji Ti.E 1"6CLUD8l DAAWINGS,. Si'EGIFICA. HONS, IDEAS. O~IGNS Af!IU ARRANGEM~TS fll:f'~BffED 1HEFEBY AAE/WID SI-IAU. kEtMW TliEPROP5.RTYOFRRMDESIW4.GROUPN.DNOPNUTI-IEREOFSHA!.L BE COPlEll, DISCLOSE;O TOOlHE;Hl,i,OR\Jlll;O IN CONNartoN WITH MY WORK OR. PROJECT OTHER Ttw,I THE SPECIFIC PROJECT FOR WHKlH THEY HA~ BEEKPRl:F'N\ED ANO DEYEWPE.D WITHOUT THE WRITTEJrlGCNSENT OF ARM CESIGN C.ROLIP. Va.AL OONTACT Wini THESiaDRAW~OR~lt-lG\IION6SW.U.cot,611lU~~ E\IIOOoCEOFAOCEPTANCEOFTHE6e.RESTfflCTLONS. SI.Ji9JIITTA/..OF THESE DOCUMENTS FOR PUEILJC AGENCY REVIEW SHAU.. NOT BE CONSIDERED A WANER OF RRM CIESIOJll QROUF"S RIOHTS. RRM DESIGN GROUP COF'VRIGHT 2006 RRM is a Califomla Corpo, ation I!! < Q • ... -' ::> (D (/l ~ <C • !I " --"" PSRC-2-2.dwg " ~ ~ " ~ " • • • • !5 ~ :a " " ~ i " ~. o 0 " !I ~ ~ " ~ I 0 0 ~ 0 -...I .... -0 (.) N < 0) LL. < (!) (.) z ~ -,, z co -~ .D 1/1 -... I-co a: (.) w >-~ ~ 0 C 0. 0 V) ·-w L. o::O ,-g_ U) It) 0:: N -LL. ...,_ 1107570 p.5.;2.2 z ~ 0. a: 0 0 -' LL. ,- ti) a: -LL. l S1£/ EL STUD( S TO r: MIN :l EACH SIDE OF THE WALL SHALL BE 4 FIRESTOP SYSTEM-INSTALLED WRAP STRIP ARE REQUIRED WHEN ~ s B INCH 92 MM WIDE BY 1 • s=ro PIPE NO" 12 INCH (305 MIN 1/4 INCH (6 MM) TO MAX :i;s · s-• .. E-tc'LLY ON BOTH SIDES OF NOM 2 INCH (51 MM) THtct<: PIPE ~ CITY OF CARLSBAD ~HEETS ~ ~~~~~s(~~A~~6 ~~~ 24 ,,_ ~·rolAM (OR ~ALLER} INCH (10 MM) WHEN NOM 2 INCH (51 THEmWALL ASSEMBLY. THE DETAILS COVERING IS USED. - -s~_E_o_E_T_ -""""...,.ERl .. "_DEP'R_TME"T _248 ___ ---j__ NCH-(6t0-MM}-OC..--------SCHEOULE_10_(0R_HEAVIER) MM) THICK PIPE COVERING IS USED, OF_THE_FIRESTOP_SYSTEM_SHAL,,.._ _________________________________ +II '-"""''-"" ,, ,, -~-,-----''-<-----------------------------------------------< STEEL t>IPE. ----THE-ANNUD'IR-SPACE BETWEEN TH..------BE AS FOLLOWS: ~ F RATINGS-1 AND 2 HR (SEE 11£M 1) B. GYPSUM BOARD*-NOM 5/8 PIPE COVERING AND THE CIRCULAR MPROVEMENTPLANSFOR: ! T RATINGS-3/4, t AND 1 1/2 HR (SEE ITEM 3) INCH (16 MM) THICK, 4 FT B. COPPER TUBING-NOM 16 INCH CUTOUT IN THE GYPSUM BOARD CARLSBAOJO/fin"FIRSTRESPONDERTRA/NINGFAC!IJTY ,!: L RATING AT AMBIENT-2 CFM/sQ FT {122 CM) WIDE WITH SQUARE (152 MM) DIAM (OR SMALLER) LAYERS ON EACH SIDE OF THE WALL sJ L RATING AT 400F-LESS THAN 1 cFM;so FT oR TAPERED EDGES. THE TYPE L (OR HEAVIER) COPPER SHALL BE MIN ,12 INCH c1Jc MM) To FrRST FLOOR PLAN i:: GYPSUM BOARD TYPE. TUBING. MAX 3/4 INCH (19 MM). ;,: TI-IICKNESS. u "' --~ - l,! FIRE WALL PENETRATION DETAIL (INSULATED PIPE THROUGH STUD WALL) ---·--------------------------------------- -------------------------- ..-1·-o-2 OWN BY: CHKD BY: SN RVWO BY: SN -·--------~- PE 28176 EXPIRES J 1 10 DA PROJECT NO • !JeBil!l- I DRAWING NO. 463-1 ' l . i I 1 Fl---P'<rn I !IEl(S I RlSillC;JM Cfil-'- 4"RD&OD(2526 SO F1) -, L }---------ti ~. - ! 2 3 - - - --- ~ }---------41"~· ............ i"",i ___ ,1_...,jtj, _ p !--------✓ I_ I !- 4 ' i I I .. ~ ~ II II I ·-1 .-1 1 • • 6 I I I I l ' SEro!IO fl.OOR LOOBY , ~ '100,\ Sf.tONDflOOR lOOB'I ! llllB I 17000, AU!JlO 1/!SUAl SYSfEM 1 /2"VTR{1FUT\ I DF' \ I 1 I • . " -•. ' n II ' ~1 1 /2"Y(1FU) \'')---I / " 1 1,>-'4,.'riy,T'C ,~""',~=' u J -3/4"(1FU) \ / -21;!FU) ~M RR-1 ON ROOF' 1"(75 CFH) / 0---·1"(75 CFH) 1---1 1/4"(15D CFH l--2"(412 ~~ 00 1"(75 CFH) 1---2"(337 CFH) ' '-l.o l---1 1/2"(2!!!! CFH) 3/4"(1FU) 1"(75 CFH) ) 2"(2FU) FROM VJ ,. -1 ON ROOF ii 7 I ! ! © (9) 10 I 11 ® i 13 14 l!ll·r-r======ljl========it--------Ll _______ t-;:!1~=======~--------· -411 I i 3/4"(3T) DN. FROMl ROOF ABOVE ~x < 3/4"(51 CFH) Lo--3/4"(51 CFH} ! UP TO MECHANICAL 1• UNIT ON ROOF i I r /1,r; SLOPE ' i----3/4"(7T) "-3/4"(4T) DN. FROM ROOF ABOVE R I 3/4"(3T) RUN AS HIGH TO STRUCTURE AS POSSIBLE '---3/4"(3T) DN. F'ROM ROOF ABOVE 2"VTR (SFU)""\ ~ !' 3' o• ~IN, I ' I I I THE INCLUO~ UHAWll'tO,S,.SPEGIFICATIO-. IDEM,,OES~AND ARRANGEMENTS REPRE5ENTEO THEftES't ARE AND 61-WJ. ~N lril:: ?ROPERTY Of RRM DESIGN GROUP AND rtO PNU T~ ~ BE COPIE,"'\, NSC oscn TO OTHERS. OR USED IN CONNECTION. Win-I AN\' WORIC OR PRWF.CT OTMER 11-Ult,I THE SPECIFIC PRO.IE.CT FOR WHICH. THEY H,1,\/E !Ecr,& PREPARED ANfl DE\IB..OPED Wf'IHOI.IT Tl1E WRITTEN CONIEKT Of RRM DES~N ClROUF. \IISWi!. CONTACT Wml THSliicDRAWlt.G&ORSP:Clf!C\TIONSSHALI.CONS1TTUTECO!olCWSIVE ~IOENCEOFACCEPJANCl:.Ot'll11$!.RES"IRICTIONl!I • .SUQWTT4L.CF Trli;SE; DOCUMENTS FOR PUBLIC AGENCY REVll!W SHAU.-MOT BE CONSIDERED-A WAIVER OF RRM DEiSlGN GROuP'S ~GMTS. RRM DESIGN GROUP COPYRIGHT 200S RRM is a Califomia Corporation !If < a • I-...I :::) [II (/) ~-< • " " ; ~ w i.l !'I s lli w "' "' " •t • 0 -~ ~ ~., o G i r • l ~ ~ i 3 0 . . . . 0 "" "' <Oz :',;~~ I-,_ ,a ■l!I! ••• ■!l!ll!l!i ~o :i ,.- -o (.) <C ~ LL. <C 0 (.) z ~ -"O z cu -.c ~~ I-~ a: (.) LI.I >-~ ~ 0 0. 8 ,,,_ LI.I .. a: 0 I-g u, I() a: N -LL :; iff _ I ;a® .w " ..,..,,....,,..,---Sep~t_em_~ 9, 2009 ..,.,._. 1107570 MET P-S-2.3 ~ 0. a: 0 0 ...I LI. 0 z 0 (.) LI.I fl) ,--~-l ___ l/_l ___ --t-________ ----i,,__+-_______________ ____:_ ____________________ ;N_~--1-/ "'\ fSHilil CITY OF CARLSBAD j SHEETS I ~ ENGINEERING DEPARTMENT 248 -~M;:;P;:;R;:;O;;:VE:;::M::;E;;_N:;::T:;::PLAN::;:;;S~F:;;:O;:_:R;;::• CARLSBAOJOWT FIRSTRESPONOER TRAINING FACIUTY 2 5 7 8 SECOND FLOOR PLAN 1 ------------------ - -------------------------------------- AP~~2,VED WI__W~MZ PLUMER ---i&~ ---~~-,-,,--·· zy/4~/4 DEPUTY CtTY ENGINEER PE2B176 EXPIRES J Jfl!'.>--7 DAT( . SECOND FLOOR PLAN 1 DWN BY: RS I PROJECT NO. I DRAWING NO. CHl<:D BY: SN ,es . 463-1 ~=RVWD~:;B:;Y:~s:;N~~;;;;:;:;;;;;:;:;;;;;:;:;;;;;:;:;;;;;:;:;;;;;:;:;;;;;!!;;;;;:;:;;;;;:;:;;;;;:;:;~ 1 1/4"(120 CFH) 2"(562 CFH)--... 3/4"(882 CFH) f--HP'G-'--~ S"RO &: 00 DOWN SHAFT (4819 SQ 'I ! I Ii ii I I ,---4"1N1!Al<E &: 2•(40Fti} l.lP TO 2/11 WOMEN'S RESTROOM 109 EXH,,,ljlST UP 1 1/t°(2FU) I 11 11 !I II II I! ! I 2"(8FU) 1 1/4"(18 1"(9FU) 1"( 1/2"(17FU) I I I 11 RANGE MASTER'S OFFICE 1 10s HALLWAY 3/4"(1.siffiE/ 2"C2F'U) DATA ' ' ' 3/4"(dru) 107 CONFERENCE ROOM 114 N REFER TO -IN FLOOR PLANS FOR CONTINUATION OF PLU-ING PIPING IJ 4"(80FU) HALLWAY 1 113 1 I 1· 116 ~~--.U..-------<ct,------ \_4.(83FU) --!-l----'---13/4" ~·I------' CLE N REFER TO MAIN FLOOR PLANS FOR CONTINUATION OF PLUMBING PIPING ENLARGED FLOOR PLAN -RESTROOMS 109 & 111 11<ra1'.(I" 3 ENLARGED FLOOR PLAN -ROOM 119 11-1'-0" 1 UNI-SEX RESTROOM I 132 FOR CONT!NUATION+-- SEE P1.1 I 2"(22ru) ~ ---1-------l,4o,..,_"'t"(l],4"CO~ I I BEHIND COMMONf--'--~c.:::.:.+---1 ACCESS PANEL UNI-SEX RESTROOM ii 133 4"(19FU) WAS'TE MAIN &: CLEAN OUT IN TRASH ENCLOSURE op STOREFRONT PROP 135 STOREFRONT PROP 136 1 .. r----------------------,_,,, ~~~m , FROM OYE i l---!-------~-----------------~-------------- ' Ir-------- ---------------!--'-~ --------------------L--------------l ~ . . ·"-·tj . 111~--.---- - - -------l -----------::::_::-:,:: -:::: -::_-::_-::_-::::::T';[I = 1/2" C BELOW GRADE NOTE: ~,........, •", ·.~ .. =;,.,,.;.-••-, . •, ... ... ~i-_ -~. ·•· .. : . "'.·· . .· , . ' ------------7 ! N ,... ' I ,,_,_ ______________________ YARD BOX _____ _ ------------------------------- ROOF DRAINAGE RAINFALL RATE DESIGN BASED ON 4" PER HOUR PER CPC. ENLARGED FLOOR PLAN-RESTROOM 132 & 133 ----------- . ____________ REFER. TO MAIN FLOOR.PLANS FOR._ CONTINUATI-OF PLUMBING PIPING 1-1·-0" 2 KEYNOTES 0 COLD WATER ON TO FULL SIZE HEADER TO ALL FIXTURES, PROVIDE SOV IN RISE BEHIND ACCESS PANEL. <3> RELIEF VAL YE DISCHARGE AND f>AN DRAIN INTO MOP SINK, ~ PLACE WATER HEATER ON 18"STAND. 0 COMPRESSED AIR LINE SHALL DROP DOWN WITHIN FURRED WALL. <@> CONTRACTOR TO RUN CONDENSATE UNE Wfl'HIN WALL AND DISCHARGE INTO THE MOP SINK Wfl'H 2• AIR GAP, T.tE. if,KlU,IDEO ORAVW~ ~IFIC,OonoH5,_ ~ ~AMO ARR,V,IGEM.atTS ~EkTa. nE!U;BY J\Fti::AND SrW.L~ TI-IE?ROf't;KrY or HHl,I ~lGN.GAOUf"ANDMOPAAl THEkEOI' s;,w,i,. B~ClOPISl, DIBGl.08a) TOOT~OR lJ9al iNCONNa;;TION WITH ANT WORKORPAOJSCT OTI-IER 1l1l'oN THE SPioCli'IC PR.Ct.Eel FOR Wl'IIOH THEY HA\/Ei!EENI PREPARED NW DEva.cPED 'MTHOVr Tl£ VRTTEN CONSENT OF RRM IJall6N GROWP. VlliillllL. CONTACT WITH ThESia DRAWINGS ORSPeCIFICA.TION&SW.U. CONSTillJIE CONCLLISl\lE EVICENCECF~il.Ol'DIES£RE.:311UC1IIJICI.. 3USMITTALOF THESE nocl.lMENTS FOR F>UBLICAGENCV REVIEW SHALL NOT BE C:CIIISIDS.rn A WAIVl:R; OF RAM DESICllN, CllROU~S RIGI-ITS. RF™ DESIGN GROUP COPVRIGHT 2008 RRM is a Calrfomia Corporation I!! < 0 • I--' :::> CD (/) ~ -< • " ~ Ii) ~ i'j ,. "' II! -- ~ !i ~ f:! lli "' ti . ~ " .. ~ ~ 0 ;i -if " " " a 6 ~--o ...J .... -o (.) N < O> LL. < C, (.) z ~ -,, z a, -.0 ~.!!? ... :a ~ (.) w >-i ~ 0 C a. 0 rn -w ... ~o ... ~ ·t/)c-ll). ~-N -LL. :t o+ j :IMl!J iii "' Sopten,m,r 9. 2009 PSRC-3-1.dwg ~ ........... 1107570 ~ ~ r-===="Q. P-S-3.1 ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 248 . . MPROVEMENT PLANS FOR: . CARLSBAD JOINT FlRST RESPONDER TRA/MNG F'ACIUTY FIRST FLOOR ENLARGED PLANS OWN BY: RS PROJECT NO. CHKD BY! SN 399& RVWD BY: SN I ORA WING i-.tO. . 483-1 / r :;. ~ -s· - " ,& Q " I "' "' e ., ~ t ~ r." " .. .!, I i -~ ~ -g I ~ ! CORRIDOR OQ[] 3/4"(1.5FU)--..,__ 3/4"(:3FU)--1 1 1/4"(18FU) __J__A 1 1/4"(1:3.5FU 1 1 /4"(16.5FUJI I I I j 11,--1 1/2"(2FU) vrR 2" (2FU) FROM RR-1 ON ROOF N I REFER TO MAIN FI.OOR PLANS FOR I CONTINUATIOII OF PLJlii&iltG FIFING ENLARGED FLOOR PLAN 2"VTR(2FU )MEN'S STROOM Tofl 1 1 ~j(2FU) L I I I ~:;i/,74"(f:5f1JJ s 1 lllilllil~ 2" (2FU) FROM RR-1 ON ROOF N 6"RD & OD DOWN IN CEILING SPACE FROM ROOF ABO\IE (4819 so FT) 6"RD & OD DOWN IN SHAFT (4819 SQ FT) 1 MEN .:i RESTROOM 208 R N REFER TO MAIN FLOOR PLANS FOR CONTINUATION OF PLUMBING PIPING ENLARGED FLOOR PLAN -RESTROOMS 207 & 208 114"=1'-0-1 BEHIND ACCES,St-..:;_~i!-".---1-- PANEL STAIR [ill] 20!:i ' 1 1/4 13.5FU) VEST!BULE ~ N KEYNOTES .....,.~..i.,v1LO WATER ON TO FULL SIZE HEADER TO ALL FIXiURES. PROVIOE SOV IN RISE BEHIND ACCESS PANEL <.'.'p HOT WATER UP FROM 1ST FLOOR SIZE HEADER TO ALL FIXiURES. PROVIDE SOV IN RISE BEHIND COMMON ACCESS PANEL GENERAL NOTES 1. REFER TO DETAIL 4 ON P-S-5.2 AND DETAIL 1 ON P1-1 FOR FLOOR FIRE PENETRA noN DETAILS. Tlo!E 1"°-UDEO PRot.WINGS_ SPEQF(C.11,TK)l,IS. IDEAS. DESIGhlS AND •~NGD1ENTilRSPRESa,TE01liEAEBYAREAWOSHAU..™ Ttti.PROPERTY Of' RMM. DaslGN. GltOUP A.NO j,jO l',tu\T THBlEOF ShAU. &E. CO?lii!J, DISC!.0$EO TO OTI-IEAS OR USED IN CONNECTION WITH JVff ll'l"ORK OR. ?ROJECT OTHER. THAN n-t1! SPECIFIC PROJECT FOR WHICH THEY HA\/EEIEEN PREPARSDAND CBIELOPED WITHOUT T~ WR!llaf.~ OF RRM ~N GROUP. VISUAL. CONTACT WITH T111:Ei~ORAWING6.0RSP~~ICATION&SW.U.CONUITUTECONa.lJSIII£ EVlllENCla Qt-ACC=P'l"At,,CI,; OF THEARii5TRICTIONS. suat.1,TTM,.OF THESE OOOUMENTS FOR FIJ8Ut;; AGISNCY RE\IIEW S.w..L. NOT BE. GONSLDE.RfaO A WAI\IER OF RRM OESlQN GROUP'S FUGI-ITS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation "" ~ • I--' ::> (Il (/) ~ < • " m ~ ~ w i.l !j 5 5i "' I!! a; ~ ~ F o • f ~ ~. o 0 ~~ ~ ~ ~ ~ ! LL. ~-ffi September 9, 2009 PSRC-3-2.dwg ...,_ 1107570 """' P-S-3.2 fsHEu1 CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 24B ~ . SHEETS j ~ .. ~-11-~----------------------------------------------/----..---1---------------------------------------/-__:::~---1------------------l-I~-1~-:;;;MP;;;;;R;;:;;O;;:;vE;;;M;E~NT;.:P;;;/..AN.:;;:;;:S~Fi~OR;;:•=========='===~ll----··---___ (l)_O: ~ ~ -" f ~ -" <'i " "' -----,I; -------- ENLARGED FLOOR PLAN ------------- -1-REFER TO-MAIII-FLOORP~FOll.--,-- CONTINUATION OF PLUIIBl:::G PIPING 114-'41" 4 REFER_TO MAIN FLOOR PLANS FOR CONTINUATION OF PLUMBING PIPING ENLARGED FLOOR PLAN -ROOM 204 ----------------~ CARLSBAD JO/f'fr FIRST RESPONDER TRAIIVING FACILITY "-' G) SECOND FLOOR ENLARGED PLANS ~ ~ \LJ..;:A(:.PP~R~O"VEiifo--~...,'!!;::!!IL MMER it,. /4_ /4 P£ 28176 EXPIRES J 31 10¼~ ---DEPUTY CITY ENGINEER DWN BY: RS CHKD BY: $N RVWD BY: SN PROJECT NO. I DRAWING NO. !l09& . 463-1 0 O'\ -w ,V I -~ ,..... 00 -- -_-_ i 2 3 ii II ] !1 C }--------li---------~db=-~ D 4"INTAl<E & -.!,------- EXHAUST DN. TtltRU ROOF" INTO SH,\F"T I ( 4819 SQ FT) (RO'V OD\ 8' \._1,A._1~ I f )--------"'=---=----tu~====:1=====~• I .ru i! I I J ' ! " Ii/ !i I, !1 !i ' G )---------..if.'.;;;;;;;;;;;;;;;;:~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;:=1, (2526 SQ FT) {RO\loo\ 4' \ 1 A 1 / p !-------_/ I 1 I 3/4"(11, ~ SCUPPER PROVIDED BY 1 ARCHllECTS NO ROOF DRAINS OR OVERFlOW REQUIRED ---~,:=:;1 I jl - II II I ,I 'i I © 7 0 □ H n Ii 7 3 - cp -- (4519,5 so FT) r RD V DD \5• i' 1 A 1 / !~'- 10 \ ® ® I '-I• ~<:!,.! @) a· I Ri>Voo\ (4001.5 SI ,~1 FT) ® -------------------------------------------i------------ r I ! -----lg:J ' l I ~ ' ' l (~ I ' ..--2·csru)@ 1 · VENT S-5. I i . ! { ' / '-1 1 _..:v:IB~r:--..';;'6';";7----"T""T-----1.I.---------------------_LL----r-r---------LLl- r--------•ll"--..:::~'~5.--,_--~:;::;,,.:'--'1-=---:::::::::::::~-----------------,-------------------:::;:,>"-'-'-s;::------------, ~ r_t, ---------~-....:/:____j. _____ > / 8 AC-S1-5 4T ROOF PLAN r I I ' ' ' l I I ;~~i ,-• : ro;i;x:,;:,--3/4"CO DOWN l?-.f'.71iXt l I I .;_;ii ! I I II ' ' ' ' ' I I I L, __ _L, ___ J l --l---l AC-S1-6 • 3T ' 9j ~-1---i;;; 1 9:~~· ·,:.;··=::..:-3,rrco-ooi --- - - ! I '--SCUPPER PROVIDED BY ARCHllECTS NO ROOF DRAINS OR OVERFlOW REQUIRED I / ------ NOTE: I = = 2·1P.o'V® \ 1 A 1 \ (162 SOFT) I l '--SCUPPER PROVIDED BY ARCHllECTS NO ROOF DRAINS OR 0\/ERFlOW REQUIRED ----- 1 THE IMCI...UDEDDRAW11'1GB, 5t'lcUll"IU#t,llCJN8. ~ llESIGNSAHO ~MENTS R£PRESEIITEO THEREBY AREANO SI-IALL REMAIN. 7"1'1E PRO~ERTY OF RfM DESIGNGACUPNGNOPART l~ SHNJ,, SE OOF'leD. CISCI..OSED TO OTlicFIS OR.USED IN CCINNEGTION Wl7H NN WORI( OR PROJEm OiMER THAN THE SPE~u•,c PRQ,ls;f F<lR l,lililCH THEV HA"IIE.8~ PREPAREDANDDEVa.tlf'ED WITHOUT __________________ lt\E.WRITTEN.O'.lNSENTOFRRMOESIGNGROIJP. Vaw.OONTN:il'WITH Tl1~ DNilMNGS ORSPEC.f'~TIONSSHAU. GOtlSTITIJlE CONCLUIINla ev!OetiCE OF ACCEPTANCE OF THESE RES.TRICTa.lS. SI.JBMITTALQF THESE DOCUMENTS FOR.PllSl.lG A,GeNCV AE\11~ SHAU. NOT BE CONSIDERED A w,t,l',IEA, OF RAM DESIGN GROUP'S RD-ITS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a Califomia Corporation 15 I r'a\4"(21F"U) ·~VENT ,. < a • I-_. ::::, co (/) ~ < w • !; ; w ~ ~ ~ I!! --- - ~ ~ z ~, ~o . ( ~ s ~ i • f ~ ~ ii o a z 0 ,= ~ u "' w 0 z 0 "" 5 w "' • • • • 1; 0 ..I .... -o (.) N <(.a, I.I. <( C, (.) z --o z ca -.0 ~~ ~ ca et: (.) w >-0 ca z == 0 C 0. 0 0 ·-w .. et: 0 I-g (l)_lt')_ et: N r-----1 --- ------u. _,_ ... Septem!>er 9. 2009 &biil PSRC-4-1.dwg ........ 1107570 ,...., P-S-4.1 z :s 0. IL 0 ~ AP~R~VED lr!W~_ µJ.µ~£R f-'• ---=-.~-~= -,......~-,---,---<l"&o~~/4 DEPUTY CITY ENGINEER Pi:;28176 EXPIRES J/Jt/10 7 nTE OWN BY: RS I PROJECT NO. I DRAWING NO. CHKD BY: SN 31!11!t1!i, · 483-1 RVWD BY: SN l ' -----1 -l ------- (i) A 2 1/2 DRY STAiilDPIPE !RISER ! 2 1/2" H .' VALVE ( FDC~~ COTG c uwrt ' lNIKl ~ ©----!e-.1 ,-- ~~ 6" ! . 3 . PROPOSED 8" WAJTE WATER SEE P1 .1 TO WASlE WATER . CLARIFIER BY CIVIL i ruv,\lOR 6" 6" I./ ffi (TYP FOR 8) r r © l 6"HPG (32, 1 JO CFl-1) MINIMUM F 3' DEPTH OF COVER j FOR CONT. SEE P1.1 1coNNECT TO BU~ PROP GAS MAt•llOLD PROVIDED I I BY OTHERS ONLY ONE BURN PROP WILL BE OPERNTED AT A TIME ! i I 10, 710 CFH, 5 PSt ► 3.5 PSI LOSS MEASURED LENGTH = 154' I DE I OPED LENGTH = 154'•1.5 -2:11' 2" (lt;),,-10 CFl'f) - ST~R -~I - .ii 2" ICW MINIMUM OF 3 OF COVER FOR CONTINUA TI SEE CIVIL I DWGS. 7 --® _..__,9 6" 6" ""'\ 2" ICW 6" HPG --•-1\--.,I, -.-!DCOTG COTC I\..---! COOR()\. ROOM lil!i !--/-++-?~"'r........_ O!'fll 11WNlltG 2" (10,710 CFl-1) QiIJ ~p B'-0" AFF U$,0.710 CFl-1) !!ffM. [i]J 2 1/2" ORY STANDPIPE RISER WARrnOOSE ~/2"X2 1/2 SI CONNECTION sov e· -+--® COTG 0 ----------------------------------- ------------------------------------------------------______________ .___ ....... ~------------------------ FIRST FLOOR PLAN 111r"-'1'-0" 1 ------· -------------- ,w'""'"" 0Ff1CE r2o11 D 0 2 1 /2" HOSE VAL VE (TYP) A II II II II n i,_..,i q> I EEB . . !l!llllOOI! 00 r cp i O!'[ll 1PAIN!NG 12057 '-=-' SECOND FLOOR PLAN -------------- !lrnROOII r»n 7 I I I --© ---~c ---if 2 1/2" DRY STANDPIPE RISER (TYP) --® 7 2 KEYNOTES 0 CON"IRACTDR TO PROVIDE TWO UPRIGHT SPRINKLER HEADS. A "!RENCH DRAINS SHALL BE 1'-0" FROM BUILDING FACE AND SHALL BE "'¢1" LOCATED SUCH THAT TftE DOWNSPOUTS DISCHARGE INTO THEM. A\. THE FIRE WATER llNDERCROUND CONNECTION IS NOT CONNECTED "¢'° TO ANY WATER SUPPLY. THIS FIRE PROTECTION SYSTEM IS FOR "!RAINING PURPOSES ONLY. GENERAL NOTES GAS PIPING 1. THE FUEL SUPPLY SfSTEM SHALL BE SIZED TO PROVIDE A NATURAL GAS FLOW OF (8,568 CFl-1 RESIDENTIAL) a, (10710 CFl-1 COMMERCIAL) MINIMUM FOR THE LIVE FIRE "TRAINING SYSTEM. THE DESIGN FLOW RA TE SHALL BE BASED ON INTERMITTENT USE. 2. THE FUEL REGULATION AND CONTROL ASSEMBLY, AT EACH S"IRUCTURAL FIRE TRAINER, REQUIRES A GAS PRESSURE INPUT WITHIN TftE RANGE OF 15 PSIC TO 50 PSIG. 3. GAS PIPE INSTALLATION SHALL ACCOMMOOA TE ALL CURRENT AND FUTURE EQUIPMENT. 4. GAS DISTRIBUTION PIPES IN EQUIPMENT ROOMS SHALL BE LOCATED 6" FROM CENTER TO FINISHED CEILING AND FROM ANY AO.,ACENT FINISHED SURF ACES. UNLESS OTHERWISE NOTED, GAS DISTRIBUTION PIPES SHALL TERMINATE WITH 2" DIAMETER PIPE. THREADED AND CAPPED. THE 2" DIAMETER PIPE MUST RUN PARALLEL WITH THE FLOOR AND AWAY FROM BUILDING WALL. UNLESS OTHERWISE NOTED, DISTANCE FROM BUILDING WALL NOT 2" PIPE TERMINATION SHALL NOT EXCEED 1'-2", 5. ALL GAS PIPING SHALL BE CLEANED, FLUSHED AND PRESSURE TESTED IN ACCORDANCE WITH NFPA 54. NATIONAL FUEL GAS CODE. PART 4. A COPY OF THE PRESSURE TEST RESULTS SHALL BE DELIVERED TO FIRE "TRAINING EQUIPMENT SUPPLIER PRIOR TO FIRE lRAINING EQUIPMENT INSTALLATION. KEY PLAN SRC TrlEINCI..UDEOOAAwmaa,.SPtCII-K:IITIUNS.I~ i;JES~ ARRANGEMENTS REPREtlENTEO TlERl:6Y AREAND B.w.J,. l'iSIIAIN Tl-IE.PROPERTY OF RRMDcllKlf.lGRCUPN,DNOPMT l1'EREOF Sel,I\LI,. 1!1£ COF'IED. DISCLOSa) TO 0TliER5 ORIJ.IIED 1N. CONNtiCTION. Wfni ~ WORK.OR.PROJECT OTl-tER THAN THE BP~ll-lC PROJECT FOR .,,.HICI-I THEY hA\IE BEEN PREPAAE.DANO DEVEL.Of'ED WllllOUT TflE. WRITTEN.CONSENT llF RRII DESIGN. GROOP. VIBUo\l. CONTACT Mil't "flolESE.OAA\,ljlNG&ORSl'EClF~TIONSSfW.I.COllSTITUff<CONCWSl\'ii E"III.D!'MCE OF A.CCEPTAN.CE OF THESE RESTRICTIClNS. SUBMITTAi. OF TtlESE DOCUMENTS FClRPUBUO.AGENCY REVIEW 5HALLNOT BE CONSIDERED A, WAIVER OF Rru.& DES.ICJN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2008 ~RM rs----a----c.:.,irur r1ia Corporation-- • f--' ::> CD en <( • ' Ii w ~ ~ ~ ~ !.l 5, "' ii • f ~ -~ ~ " ii . ~ ~ ~, . . . . ■llllll ••• ■mlll! ~o :::i .... -o (.) <~ I.I. < C, (.) z ~ -"Cl z co -.Q ~~ I-co 0:: c.) LLI >-C co z:= 0 C Q. 0 fil .: 0:: 0 t-g (I) It) 0:: N -I.I. "':;:.. I""™ .. ::l' September "'9, 2009 PBPc-2-1.dwg ...,,._. 1107570 HET P-C-2.1 (I) z :5 Q. 0:: 0 g LI. 0 z 0 (.) LLI (/) °" t-tl) 0:: -LI. [sHEET] CITY OF CARLSBAD !SHEET.SI ~ ENGINEERING DEPARTMENT 248 MPROVEMENT PLANS FOR: CARLSBAD JOINT FIRST RESPONDER TRAINING F'ACII.JTY FIRST & SECOND FLOOR PLANS DWN BY: RS PROJECT NO. CHl<D BY, SN _, •.• !" RVWD BY: SN ---------------------- I DRAWING NO. 463-1 -, \ I f " .. ~ t s ! 2 @l-----"' Q) I I I I I I I I I I I I L--7 ! I I I I I I I I I j 6 I I I ! I ------' l I ----I --'------I -- I 0 --+-1 ' ! I r -"T I , ff I I CAP '-0" AFT -(10,710 CFH) I I ! I I I I I , , I l l I I I I I I I I I I I I I I I I I I I I I I I I f--+---1 -+-+-+-- ! I I I I I ! I I I In I ! I I I 1LJ1 I I I I I I [._ _ _[._ _ _! __ _L _ _L _ _L__ _____ T ____ T ____ T ____ 7 I I I I -----+----+----+----1 ! □ I I I -----+----+----+----1 I ! I I -----+----+----+----1 I I I I I - - V, ' 7 I I - I I I - ' ' I I \ I I STAlrt [l!). \ 1! ,, " © -® C I / / ! Q) I r---7 I L---, I I I I I I ! I I I I I I I I I I I I I I i ! I om:r. I "1\i 0 ! I I I ti--SfAII! -._ !l'i!li -I 10; 1.--,,, ,,, u I r, \\ : I I l I l --@---I ~-i:.======;::=1=======================;,;:::===::::::.-l---@1;--- I ' I I L-------------------------------' I I I CD ' I 1 7 cb 7 3 5 I I I I I I I ' I I 0 I I © ----- l _____ L_ 1 I ! --® -- I I ; i □ I I ~1 -- --+ - -7 , 1 D: -~! ___ ~I ______ L ______ 1----~1-----+---~c ----,--T--r-,--T--r-- 1 I I I I I I I ! I I I I I I I I ! I I I I I I f---f---l--+--1---1-- ! I I I I I ! I I I I I I I I I ' I .... I I I I I I L __ L_~--~--L-~-- © I I I ' cb KEYNOTES ' - KEY PLAN - 1 THE INa_UQHl iJAAWIJ,IGS, SPEClFIG.lr.TIONS,. ~ QEalGf,ISMU AIVt!IINGEMENTS Ri:PRESENTEll THEREBY ARE AND SHALL f!EMAIN TI-IE Pls:OPERTV OF RRM DESIG'-. GROUP AND t,IO PART THEREOF SiW.L. BE COPIED, DISCLOSED TOOTH~ OR.USED N ~~TICN Wl-;)-1 l>N't' WOAKOR PROJECT 0THFA THAN THESPE'.C!FIC PROJECT FO't WHICH 1'\iE'I' H,olt,\IE.BE91 P'M!PAREO AND rll:\IF.lOF'Ell WITHOUT THE WRITTEN CON&iiNT Of ~DESIGN GROUP" \liSUAL CONTACT Willi THli6E.~NGS OR;Sf'~IFIC4TIDf!IS SttM.J. cotoSTlll.llE.c.m.c:WSNE. B'ID~ Or ACCEPTANCE.OF THE.SE RieS?RICTION8. SUEllo\lTTloLOF THESE DOCUMENTS FOR PUBUCAGE.NcY RE\11-st-lALL MOT BE COl<i,SIOERED A WAM$R OF FIRM DESIGN GROUP'S RkJl-rrS. RRM DESIGN GROUP COPYRIGHT2008 RRM is a Callfomta Corporation • 1- -' ::, CD (/) <( • tj "' ..... ., ....... ... " m ~ w 5 w "' PBPC-2-2,dwg ~ f,l ~ ~ "' "i e C at ~ 'lt ~ aD " t :.1 ;1 -LL ..., "".'"" 11 07 570 P-C-2.2 ti) z :s a. a:: 0 g LL :c ~ a:: ~ 0 LL o!J- 0 a!: -::c ~ l ~----!-+---------------------------------------~Nr----1-----------------------------------------1'--1--------------------'- J /~ /~ ~ Cit1,N£fNG ~E~~~AD ~ MPROVEMENT PLANS FOR: CARLSBAD JOltvr FIRST RESPONOER TRAJIIIING FAClf.rrY ~ THIRD & FOURTH FLOOR PLANS - -----------------------------------------------------------------------------------------------------------------------------------------------------------.-i..----------------------- ------i --------------__ lij_ __ -:;; APPR~\l~D WIWA!!,E. J.!!-U!,i!IER _ / -~ ,i -;;, ~ • e-, 6/LI!_ &..t:b ---~-----~----------DEPUTY CITY ENGINEER Pf.28176 EXPIRES J/J1/10 7 DAK - THIRD FLOOR PLAN FOURTH FLOOR PLAN 1/ll"Wf".0-2 OWN BY: RS I PROJECT NO. [ DRAWING NO. CHl<D BY: SN ~ -· 45J-l RVWD BY: SN _ l I ---- < I i I ' - - f ., + I 5- ! g i I CD I 3 I I L 4• @--ii\~ ---- .,,, SllJ!)'( i.318] ' m,r-e:1-1------@ ®(TYP FOR 5) 2" (8,568 CFH) ........,_ I 2" ICW MINIMUM OF 3 FEET ,r COVER FOR CONTINUATIOI . SEE CI\IIL DWGS. 4•" CONNECT TO BURN PRC . GAS MANIF"OLD----'r:l PRO\IIDEO BY OTHERS o«n_ Y ONE BURN PROP" WILL BE OPERATED AT $TIME 8,568 CFH, 5 PSI , 3.5 . SI LOSS • MEASURED LENGTH = 7 DEIIELOPEO LENGTH -°7$'x1.5 -113' ff- L'l'!NG ROOM [io7] !(OOl!Jl - IJ!:!AP 8' o• AFT ---..;L; 11 -~ _8 :FH) l) 1[ MANUAL SHUT_/) r\ L!'AlllROOI! ll\oo 4• ! I r4•• lllNi!IG 00 I -©--_ ---·OIT QQQ~'---___ -l!i1'::::::::~~?Z 0 4+----_,._----1---1-' J{§ \ '---I ®---_ __Jjl=-i-/--"'l~---~-- L/ !l:1 -- I I -~ ."''t.-5"HPG (T7. 136 CFH) J MINIMUM OF" 3' DEPTH OF" COVER FOR CONT. SEE SEE Pf.1 4• 6" WASTE WATER TO WASTE WATER SEE P1.1 TO WASTE WATER CLARIFIER BY CI\IIL ---© ---® I CD 2· /;.cAP a· -o· AFT @-_ _j __ -'.1/ '"•J~il~z•"='zzzz!ZIE;;:;;;;;!!3112ZZ1Z!Zl!Z! PRO? ~16 - i ©----t---+- ©----f ······-- ®-----,------ / --+------ l 2 - if II I ' Ol'DI ™1H!NG 00 - ·- I i ! I -1------® •--~ I I I I ~I ·---© ------® !'\.. I -I I I J I ! KEYNOTES A TRENCH DRAINS SHALL BE f'-o" FROM BUii.DiNG FACE AND SHALL BE '\1/ LOCATED SUCH THAT THE DOWNSPOUTS DISCHARGE INTO THEM. GENERAL NOTES GAS PIPING 1. THE FUEL SUPPLY 5YSiEM SHALL BE SIZED TO PRO\IIDE A NATURAL GAS FLOW OF (8,568 CFH RESIDENTIAL) & (10710 CFH COMMERCIAL) MINIMUM FOR THE LIVE FIRE TRAINING SYSTEM. THE DESIGN FLOW RA TE SHALL BE BASED ON INTERMITTENT USE. 2. THE FUEL REGULATION AND CONTROL ASSEMBLY, AT EACH STRUCTURAL FIRE TRAINER, REQUIRES A GAS PRESSURE INPUT WITHIN THE RANGE or 15 PSIG TO 50 PSIG. J. GAS PIPE INSTALLATION SHALL ACCOMMODATE ALL CURRENT AND FUTURE EQUIPMENT. 4. GAS DISTRIBUTION PIPES IN EOIJIPMENT ROOMS SHALL BE LOCATED 6" FROM CENTER TO FINISHED CEILING AND FROM ANY ADJACENT FINISHED SURF ACES. UNLESS OlHERWISE NOTED, GAS DISTRIBUTION PIPES SHALL TERMINATE WITH 2" DIAMETER PIPE. THREADEO AND CAPPED. THE 2" DIAMETER PIPE MUST RUN PARALLEL WllH THE FLOOR AND AWAY FROM BUILDING WALL. UNLESS OTHERWISE NOTED, DISTANCE FROM BUILDING WALL NOT 2" PIPE TERMINATION SHALL NOT EXCEED f'-2". 5. ALL GAS PIPING SHALL BE CLEANED, FLUSHED AND PRESSURE TESTED IN ACCORDANCE WITH NFPA 54, NATIONAL FUEL GAS COOE. PART 4. A COPY OF THE PRESSURE TEST RESULTS SHALL BE DELIVERED TO FIRE TRAINING EQUIPMENT SUPPLIER PRIOR TO FIRE TRAINING EQUIPMENT INSTALLATION. KEY PLAN -"' l/) "" E ~ ~ ..,. ., T.F I~ DRAWING$.SPECIFIC.",TION6, IDEAEI, DES(GNl:i.ANL.I ARRllrHGEl,1eNTS FIEPRESENTE!l Tl£RESY AREAND Sfw.L Re.WN Tl'IEPROPERTY CE RRM DESION GROUP Ati1D MO PART THEREOF .Stw.L l!E. COPIED, o~en TO OTHERS OR.USED lk<:ON£CTION WITH AH'!' WORK OR ?RQJECT OTI,FR TI-IAN THE Sl?ECIF IC PROJECT FORWI-IICH Tl-le'!' HAve BEEN PREPMl:0 AND DE\IEUlPE!l WITHOUT 111E. WRITTEN.coeENT OF RRM DESIGN GROUP. lJISUAi. CONTACT 'MTH Ttl&Si.OAAWING&ORSl'ECIFIC'Al1°"8stW.l.CONSTITUlEOOMQJJSI\IE E\/IO~ ()I" ACCEPTANCE OF THE.SI!. RloSTRICTIONS. Sl,W,IITT<\L(lF THESE OOCUMENTs. FOR PUl!IUCAOENCY Re\llEW SrlAlL NOT SE CONSIDERcD A WAIVER OF RRM DESIGN GROUP'S RIGHTS, 1 _ RRM DESIGN GROUP COPYRIGHT 2008 RRM Is a Califomia Corporation "' "' ~3t "' < a ~ ~ "' ::c: b .... i!c ~ ~ ~ m -• ro w o ~ t-• • ■ • "' ~ ..J ~ 0 -= => a' ~ 0 m ~ ; 0"' U'J (/) ~ -,:Oz UJ~u..o ID ,.._ 0. <C C: .-IO Cl ~-t0 m .----...-• ~~;§ ~.!!~~ t0 E ,.._ o ,-,-,6 ,_ a~ o "' i;j != V N u..mai. m ••• € (.)~ ~ ~ ; ~ ~ ••• O ti .• ~ i.! z ] ~ g w ill ~ 0 ~ i'j 5 ■1!!1111! c: ..c e ~ :!I " a o. o. ii ,. " " a " ;!it ·r ~ ~, ::i 0 ti) .... -0 z 0 ~ N :s Cl) < 0. C) (.) a:: z -0 -,, z II) 0 -~ .D -' f/) LI. % .:::: 0 I-0 " II) il; a:: 0 z <.> 0 <n LLI >-w C 0 II) 0 % z ;= w 0 (ii 0 ti) "' C w "' 0. 0 ~ ti) ·.::: I-w 0 ti) a:: 0 a:: I-U) -·~~ LI. -LI. i; . ~ " e a ~ a -·-"' i:" 1: "' September 9, 2009 -c- PBPR-2-1.dwg ........ 1107570 """' P-R-2.1 ! fsHEETl CITY OF CARLSBAD ~ ~ o ~ ~ ENGINEERING DEPARTMENT ~ t'I) :f:: --, 1 -----;!.lt--lH·--------------------~---------------------------hf'----·1----------------,----------------------------------N-----•------------------- --·~M~P~RO~VEM~ENr~Pii:wi;Wss1FOR~:-~·~~~~~~~==~===1-1 .... -----··--;;;_G>. ..... -- i f / I\ / I\ CARt.SBAOJOINTFIRSTRESPONDERTFWNINGFACILfTY ~ ~ ~ FIRST AND SECOND FLOOR PLANS Q. fil I'-.) I o ~ ,_. -----------------------------------------------------------------------------------------------------------------. ---------------------. -----------------------------------------------------------------.. -------------- - - - - - - FIRST FLOOR PLAN 1 SECOND FLOOR PLAN APPROVED ~WAM L~~M£R -·) . ~~ ~~/4 ---DEPUTY CITY ENGINEER PE 21l176 EXPIRES J/Jt /to -' DI\ Tf ---- OWN BY: RS I CHKD BY: SIii RVWD BY: SN . PROJECT NO. 398. I DRAWING NO. 463-1 \ - - 00 1-- ! 7 a:- j If ~ ., I !'.I' -~ ,:: t ~ t "' I ! • ~ -' 2 6 "' ~ -1>l '.:!, -- Jo t ~ -"' ~ ! >: ROOF , , CEILING~ BUILDING EXTERIOR WALL FIN. FLR. GRADE SEE PLANS rQR SIZE (PROVIDE MINIMUM 36" tARTH COVER) '----------'~FOOTING GAS RISER DETAIL lffll 9 4-WAY BRACE (LOCATE -, 1/2"41 U-BLOT ON HORIZONTAL PIPE ~ JUST BEYOND THE FLEXIBLE GROOVED COUPLING GROOVE 90j (SEE 2"x2"x1/.4" ANGLE IRON PLAN) 'r-c:------\--------'' · FRAME AROUND RISER + \3" GROOVED 9( ELL, I \ • (2)1/4"x2" SMS. SEE DETAIL / / #3/5108 FOR BACKING. (TYP.) p 2'-0" MAXIMUM ----t WIRING & CONDUIT TO SUPERVISORY SWITCH STATION ANO ELEC. GONG TO F'IRE ,:-..:,,½/~~~~-W:G / 1 1"AGFMOOEL#3011 INSPECTORS / I,, TESTVALVEWITH1/2"TESTORIFICE '-_... ~ r,f/ ANOPRESSURERELIEFVALVE.TIE ALARM CONTROL PANEL VANE-TYPE WATER FLOW DETECTOR ., ~ _,I)' /,--l!IIT01 1/4"MAINORAINLINE ~ u ~·.'./' / TERMINATE 2" ABOVE HUB DRAIN = V SEE PLUMBING FOR LOCATION = -// ,,---1 1/4" MAIN DRAIN ANGLE J" RELIABLE MODEL "G" RIGHT-~-/ICQ ;!.tJ / _,/' VALVE CHECK VALVE WITH TRIM ~ :j7 /; ~-J" VICTAULIC "705-W GROOVED SYSTEM PRESSURE GAUGE ---Z1)" ......,., . .., . BUTTERFLY VALVE WllM TAMPER (TYP) ~ u 11"1 _,,,.,l-. SVtlTCH, F'OR SYSTEM CONTROL SPARE HEAD BOX t:EJ , 1., -----FLEXIBLE GROOVED COUPLING WITH 12 HEADS & ,_,, WRENCH _:.. ~-• ! .--fF'}~A~1NCE PER 2•-0• MAXIM''IJM.----~ I .. ~~,,,., V -TERMINATE 2• ABOVE HUB DRAIN --.., 1 ..),-"" i_-SEE PLUMBING FOR LOCAilON ~N;;,F'PiA-:---:1~:5:-;;=-::::=~~~~ • .,,t::J......-...-r;-' [__L EXTERIOR WA~ NFPA-24 (SITE ~; ,I/ 7.J..-.==m,,...,,.,..~~---1J 'J '"ill111l11111ill11 11 ~ ' -WRAP PIPE PENETRATION WITH DUCTILE IRON MECHANICAL SIX LAYERS MIN, OF 20 MIL. JOINT. CLASS 250 PER SCOTCH WRAP TAPE N.F'.P.A. 24 l.....__,..__ ~ ~BOLT (TYP) PIPE SLEEVE w,1-·--.../ ,,c,\a.e,=--==l=i!+'"\;,(-'. LINl<SEAL (TYP) '-I) FIRE MAIN SEE PLANS FOR RESTRAINING ROD (TYP) -SIZE ANO LOCATIONS FIRE SPRINKLER RISER DETAIL lffll 10 BROOKS fl3 SERIES CONCRETE BOX SIZE - AS REO'O. (7"><13" CLEAR, MIN.) CAST IRON TRAmC COVER --, MARl<EO "SEWER" "'-FINISH GRADE 7 CALl<ING MASTIC (WATER 11GHT SEAL) COUNTER FLASHING SLEEVE----.._ NON-HARDENING ELASTOMER SEALANT~ STEEL REINFORCING BOOT - I I -I I I I I SEAMLESS LEAD I ROOF FLASHING------~~(~' MOP LEAD IN --/ I WITH ROOFING-~ ~ I "' 9 •"• .. -~ I I I I I :r I I I I I I VENT TERMINA110N HE!CttT PER LOCAL CODE REQUIREMENTS -ROOF MATERIAL (11LE) -ROOF ROOF CONSTRUCTION REF. ARCH. DWGS. - I I I~ r----SEE PLAN FOR SIZE -- TYPICAL VENT OR PIPE THROUGH ROOF lffll 6 ACCESS PANEL~ PIPE SIZING ANO SELECTION TABLE FllCTURE PPP SIZE UNITS R :F. POI 1/2" 1-11 A 12-32 B 1" 33-60 C 1 1/4" 61-113 D 1 1/2" 114-154 E 2· 155-330 F NOTE; FINAL SIZING AND MODEL SELECTION SHALL BE PER MANUFACTURERS RECOMMENDATIONS. -- WATER HAMMER ARRESTOR ,. V ---WATER HAMMER ARRESTOR I' REFER TO PLANS .,,~-F'OR SIZE AND i l ~~TION OF '' ' ' ,, ' ' ' ' ' ',,J, ""' 1 rF1NIsHED WALL I/ SURFACE 7 / CHROME PLATED STEEL / COVER PLATE wml _ SECURING SCREW THREADED CLEANOUT PLUG--...... ._, '/ / r---..j, RaJ·-1---+-11 ----~,,'/ CLEANOUT TEE ----r-- ";:=;, w -- CLEANOUTS SHALL ONLY BE INSTALLED IN UNF'INISHED SURFACES OR IN CONCEALED SPACES NOT VISIBLE TO THE OWNER. - .. SHUT-OFF VALVE (TYP .---------~--{ HOT WATER SUPPLY-------......._ T I ------_i....----COLD WATER SUPPLY UNION (TYP) -----------.... PRESSURE/TEMPERATURE-----~~----. RELIEF VALVE --...., T /;1,-SECURE TO WALL WITH 1 1/2" x 12 GA. 1r~~TL1L..I.~ GALV. STEEL STRAPS. PROVIDE wooo BLOCl<ING BETWEEN WATER HEATER & / WALL SECURE TO STUDS VtlTH 1 /2" x 2• '-LAG SCREWS TEMPRETURE & PRESSURE RELIEF PIPE ( WH 2 ) = SEE PLANS FOR SIZE AND ROUTE OF f'1PE 1 / ET , \.:U SECURE WATER HEATER TO PLATroRM -~ WITH (3)1/4" CLIP ANGLES VtlTH 3/8" '\. SHEET METAL SCREWS TO CASING & '\._ 1/2" x 1 1/2" LAG SCREWS WITH 'JT;:~===:::=q EXPANSION SHIELDS TO PLATFORM REFER TO MECHANICAL DETAIL 1 a• MIN. FINISHED FLOOR 11 /M4. 1 rQR PLATFORM SPECIFICATIONS ELECTRIC WATER HEATER 115V. 141 6DHZ---ii=:l==t:::i COLO WATER SUPPLY SEE PLANS F'OR CONTINUA l!ON __/HOT WATER RETURN AQUASTAT SEE SPEC.I ON THIS DETAIL .....,_.1..n_.___ E 1 FUSED DISCONNECT, / CIRCUIT BREAKER OR 0 7 DAY TIME SWITCH PARAGON 4 PST SWITCH & TIME CONTROL MODEL "7007-00@ HOT WATER SUPPLY SEE --t' ICP\CIRCULATING EB PLANS F'OR CONTINUATION \J../ PUMP _ ~ ,_ "' ~ SHUT OFF VALVE (TYP_._'=-=-=-:::::J~-I CHECK VAL VE (TYP.) ~ ,- PRESSURE ANO ---- TEMPERATURE RELIEF VALVE I "' -,. FOR CONT. SEE .' ' FLOOR PLAN " -.. . ' ..... " ""' 1 -j - - -~-+--!UNION (TYP.) 1~ --a/ ~gR~N~NO ~i1° T~S --SEALED DIRECT INTAKE. INSTALL PER FLOOR SIN!< ,,-_-= MANUFACTURER RECOMMENDATION SPEC1F1CA TION; AOUASTAT: HONEYWELL NO. L6006C 65 TO 200 DEGREE F RANGE, 5-30 DEGREE F ADJUSTABLE DIFFERENTIAL @ FURNISHED BY PLUMBER INSTALLED BY ELECTRICAL CONTRACTOR. © FURNISHED AND INTALLED BY ELECTRICAL CONTRACTOR. ALL WIRING BY ELECTRICAL CONTRACTOR. PUMP START/STOP AQUASTAT SETTINGS (DEGREE F): PUMPI START .sJQf. H.W. CIRCULATING PUMP WIRING DIAG. .... 4 -9 '"-hl""'=~-11-----.~-•"' .1. SHUT OFF' COCK ¢'=:f=:$::::---s• SEDIMENT TRAP STRAP AT LOWER--, I ......._ lMIRD OF' TANI< "-/WH"\ -STRAP AT UPPER THIRD OF TANI< DRAIN ----........... ~ 1 \.}_/ EXPANSION/ET\.__ ............. ~~:!==!::=~/-SECURE W/ "SPACEMAl<ER" TANI< ' 1 / , MODEL E-10D SEISMIC RESTRAINT, \..:.../ -", ~, INSTALL AS PER MFG. 19 RECOMMENOA TIONS AT UPPER : I :0 ::S _/ -~. , . ~~,, •. ~~:;::: 1 :U::.N~ALL 1"><18 GA. GALV STL STRAP~ PER MANUF'AC'NRER 1 RECOMMENDATION PAN DRAIN. EXTEND AS---' REQUIRED ANO SPILL TO DRIP PAN FLOOR SINK "-----6" CONCRETE HOUSEKEEPING PAO GAS WATER HEATER ""' FIRE RATED DUCT SHAFT--,!.-l--- UP TO ROOF' - ! L rqrc· ~ET~A~FPIPE SHAFT _ "< , FOR CON11NUA TION SEE '--------' ~ FLOOR PLANS THERMOMETER ( .. M ~ ,,, K),1-I --1111 " M II :HUT-OFF'_/ J \_ l SEALED DIRECT INTAKE, FOR ACTUALL J ROUTING SEE PLUMBING FLOOR PLANS l - / i. I i J I i i ..J VALVE (TYP) CHECI< VALVE GRISWOLD FLOW CONTROL VAL VE UNION (TYP) (SEE PLAN FOR r"LOW RATE) I 2 ~ :!::: ~ Cl.. TriE. INCUJOE:ll Uor!,,\'M~Sl"EQFICAllON$, IDEII,&, Ol,5,IGN$ NolO. ARIVINGEMENTS ~ESEWTEO-THEAE&Y ARE AHO SHAU. REMAlN. THE.PROPERTY Of-lifW. DE:BlllN GROUP ANONO PNU'J,iaw:IF SH,O,iJ,. BE. COPIED,. Dl8CI..OSal TO OTHERII Oft US~ I"-CONN~Tiotrl WITH ANY WORK OR PROJECT OTH!:'.H. THAN Tl-!E SPECll'IC PROJECT FOR WHICH TI,EV I-IA\IE BEEN PREPARE.DAW De.iELOPEDWITWlUT TrlEWAiTTEk00NSENTCFRRllDESIGltGROUP, ',/l!;UAl,.cc..TACTWTTM T,IEl:llcDAo\WINGS.ORSPE!llflCATIOW&Sl-W.L<DtiHIUl=-IXINCWSMi EVIDENCE OF ACCEPTANCE CF THESE RE.STRIC1lONli. SUBMITTAi. OI" 1r1ESE DOCUMENTS. FOR PUell.lC. AGENCY REVIEW 5tlAl.L NOT BE CONSIDERED A WAl\lleR OF Fl.RM DESIGN GROUP'S RJOHTI5. RRM DESIGN GROUP COPYRIGHT 2006 RRM is a California Corporation 'r--' :::) CD VI < = I'! ~ " ~ ~-!l w I;! ~ ill " . ~ Fa • f ,. . ~ ~. ii ,. ~, . . . . ~0 ::i .... <3~ < Cl) IL < C, (.) z --'t:) Z C1S ~~ I-CIS a: (.) ~i 0 C 3; .2 w ... a: 0 t-g "' It) C::: N -LL. --... ir"'" IBIE&W8Y W September ""9. 2009 P5-1.dwg ...,,_. 1107570 9<IT P-S-5.1 ~ ~ w C C, z -m :E ::> ..J 0. CLEANOUT ANO ACCESS /vii' I fsHm7 CITY OF CARLSBAD COVER. TOP OF COVER TO BE '\. \..!._, ~ ENGINEERING DEPARTMENT FLUSH_ W /_TOP _ OF_ FLOOR. '\. FLOOR LINE SHEETS 248 -----. ___ .,,._________ -~-----l------------------------------1------------1-------1--------l-f-------+--l----Hf-· _ MPROVEMENTPLANSFOR: , \ / rc, or CARtS8AD JOI/VT' FIRST_RESPO __ f,l_'DE,~R-~-. -'-1/VG-F,-.:4-C/t_fTY _____ - ./.J L 1/8" BENO _ _,,,.-"" BALANCE OF P1P1NG NQJE: FLOW CONTROL SHALL BE PROVIDED ANO INSTALLED IN HOT WATER-RUN-FOR HOT -WATER RETURI\I. P1PING. - I I \I ~ -1-,----.r,.J ,! ,I \_SEALED DIRECT EXHAUST. F'OR ACTUALL ROUTING SEE PLUMBING FLOOR PLANS I I PLUMBING DETAILS APPROAVED mw~ ~£R ~-,, -.,,,.. -ope /4 DEPUTY-CITY ENGINEER PE26176 EXPIRES_J/Jl/10 .... DATE ... _ i-----c-=-=-L=EA-=--=-=N-=o=-=-UT=-=,N-:-:-:Y:-::A-:R::D=-=B-=0-::x:----~r-..... -r:1-=-1 t----::w=-A::-:L:-:L:--:A-:-N::D=-=FL=-oo=--=-=R~C=L:-:E=-A::-:N:-::O==-:U=T=s:---~-..... --r=-a-t--, .. :'l:.,:-l~'l1.,Jfl,.,-r~!l'!ssr!igfvy:a• -c ""' 5 WATER HEATER VENTING DETAIL lffll 3 DWN BY: RS I PROJECT NO. I DRAWING NO. CHl<O BY: SN ~· 463-1 RVWO BY: SN t _, g ,I, <'; t -i!l :s: --!! ! g -~ ~ -~ ' -! A F RA TING-3 HR T RATING-1/2 HR s,slEM NO, F A 50'!3 4B '--...( 2 )------- ~- $ECDQN A-A ··-· . Ji! Ill· . . ... • 4A 1. FLOOR ASSEMBLY-THE 3 HR FlRE RA1ED CONCRETE ANO STEEL FLOOR ASSEMBLY SHALL BE CONS'TR\.ICTEO OF' THE MATERIALS ANO IN THE MANNER SPECIFlED IN THE INDIVIDUAL D7D0 SERIES DESIGNS IN THE UL FlRE RESISTANCE DIRECTORY ANO AS SUMMARIZED BELOW: A. CONCRETE -MIN 3 IN {76 MM) THICK REINFORCED LIGHiWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. B. STEEL F'LOOR ANO F'ORM UNr&- COMPOSITE OR NONCOMPOSITE 3 IN (76 MM) F'LUTEO GALV UNITS AS SPECtflED IN THE INDMOUAL F'LOOR-CEILING DESIGNS. MAX SIZE OF' OPENING IS 14 IN (356 MM). C. SPRAY-APPLIED FlRE RESISTIVE MATERIALS<'-MIN 11/16 IN (17.5 MM) THICKNESS SPRAY-APPLIED FlRE RESISTIVE MA TERI/IL APPLIED TO ALL SURF ACES OF STEEL FLOOR UNI TS. WR GRACE a, CO -CONN-TYPE 1111(-6/HY 2. THROUGH PENETRANTS-ONE METALLIC PIPE TO BE CENTERED WITHIN THE OPENING. THE PIPE TO BE RIGIDLY SUPPORTEO ON BOTH SIDES OF THE F'LOOR ASSEMBLY. THE FOlLOWING TYPES ANO SIZES OF NONMETALLIC PIPE OR CONDUIT MAY BE USED: A. . STEEL PIPE-N0M 10 IN {254 MM) DIAM (OR SMALLER) SCHEDULE 10 STEEL PIPE. B. IRON PIPE-NOM 10 IN (254 MM) 011\111 {OR SMALLER) CAST OR DUCTILE IRON PIPE. C. COPPER 1\JBING-NOM 4 IN (102 111111) DIAM {OR SMALLER) TYPE L (OR HEAVIER) COPPER 1\JBING. 0. COPPER PIPE-NOM 4 IN {102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. PIPE COVERING"--NOM 1 IN {25 MM) THICK HOlLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF OR 56 KG/M3} GLASS FlBER UNITS JACKETED ON THE OllTSIOE WITH AN ALL SERVICE JACKET. LONGITUDUNAL JOINTS SEALED WITH METAL l'ASTENERS OR l'ACTORY APPLIED SELF SEALING LAP TAPE. TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT TAPE SUPPLIED WITH THE PROOUCT. A NOM ANNULAR SPACE 01' 1 /2 IN (13 MM) IS REQUIRED WITHIN THE FlRESTOP SYTEM, SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) CATAGORY IN THE BUILDING MATERIALS DIRECTORY F'OR NAMES OF MANUl'AC1\JRERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFlCA TIONS AND BEARING THE UL CLASSIFlCA T10N MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS ANO A SIIIOl(E DEVELOPED INDEX OF 50 OR LESS MAY BE USED. 4, FIRESTOP SYSTEM-THE FlRESTOP SYSTEM SHALL CONSIST 01' THE FOLLOWING: A. PACKING MATERIAL-MIN 2 1/2 IN (J8 MM) THICKNESS OF MIN 4 PCI' OR 64 KG/M3 DENSITY MINERAL WOOL BATT INSULA T10N FlRML Y PACKED INTO THE ANNULAR SPACE ANO RECESSED TO ACCOMMODATE THE REQUIRED THICKNESS OF l'ILL MATERIAL B, FILL. VOID OR CAVITY MATERIAL,._ WRAP STRIP-NOM 1 /6 IN {3.2 MM) THICK INTUMESCENT MA TERI AL SUPPLIED IN 2 IN (51 MM) WIDE STRIP5. WRAP STRIP TIOHTL Y WRAPPED AROUND PIPE AND SECURE WITH ONE LAYER OF ALUMINUM FOIL TAPE. WRAP STRIP TO BE RECESSED INTO OPENING 1/2 IN (13 MM) FROM TOP SURF ACE OF FLOOR. 3M COMPANY-ULTRA GS C, Flll. VOID OR CAVITY MATERIALS'"-CAULK OR SEALANT-MIN 1/2 IN (13 MM) THICKNESS OF CAULK APPLIED WITHIN THE ANNULUS. FLUSH WI TH THE TOP SURF ACE OF' THE F'LOOR. 3M COMPANY-CP 25'tffl+, IC 15WB+ CAULK OR F'B-3000 wr SEALANT "BEARING THE UL CLASSll'ICATION MARK REDUCE TO UNIT SIZE CONNECTION UNION GAS COCI( F'OR GAS SUPPLY LINE SIZE AND LOCATION REFER TO PLUMBING DRAWINGS ~ 1 /2" CAPPED TEST _) CONNECTION SEDIMENT TRAP . 6"l .., TYPICAL HYAC UNIT GAS CONNECTION ~CORRUGATED STAINLESS STEEL, A.GA LISTED FLEXIBLE CONNECTOR. CONN. SHALL BE SMOOTH WllliOUT KINKS OR LARGE SAGS BUT SHALL HAVE ENOUGH SLACK TO ALLOW l'OR VIBRATION. HVAC UNIT SEDIMENT TRAP 3/4" VENT-----------0 -:::n:===::i HVAC UNIT ,,. ..... .,,.,, ..... -R~,. .. ,.. -. SIZE ANO LOCI\ TION REFER TO ' PLUMBING DRAWINGS TYPICAL HYAC UNIT CONDENSATE COIWNEC I ION NOTE: 1. DEPlli OF P-TRAP SHOULD BE 2" GREATER "!HAN lHE STATIC PRESSURE OF' THE SYSTEM AT THE POINT OF CONNECTION FLOOR PENETRATION DETAIL(INSULATED PIPE THROUGH CONCRETE FLOOR) NTS 4 HVAC UNIT GAS & CONDENSATE CONNECTION NTS 3 2 s,sTEM NO w L-1001 A 11\ 2 A F RATINGS-1, 2. 3 ANO 4 HR {SEE ITEMS 2 AND 3) T RATINGS-0, 1, 2, 3 ANO 4 HR (SEE ITEM 3) L RATING AT AMBIENT-LESS THAN 1 CFM/sC FT L RATING AT 400F-LESS THAN 1 CFM/sC FT :,r$IEM NO W-,'=1098 3 2L-.., ,. - WALL ASSEMBLY-THE 1, 2, 3 OR B, GYPSUM BOARD'"-NOM 1 /2 OR A. 4HR FlRE RA TED GYPSUM WALL 5/6 INCH (13 OR 16 MM) THICK, BOARD/STUD WALL ASSEMBLY 4 FT (122 CM) WIDE WITH SQUARE SHALL BE CONSTRUCTED OF THE OR TAPPEREO EDGES. THE MATERIAL AND IN TI-IE MANNER GYPSUM WALL BOARD TYPE. DESCRIBED IN THE INDIVIDUAL THICl(NESs. NUMBER OF LAYERS, B. U300 OR U400 SERIES WALL l'ASTENER TYPE AND SHEET PARTITION DESIGNS IN THE UL FlRE ORIENTATION SHALL BE AS RESISTANCE DIRECTORY ANO SPECIFlED IN THE INDIVIDUAL UJDO SHALL INCLUDE THE F'OLLOWING OR U400 SERIES DESIGN IN THE CONSTRUCTION FEATURES. UL l'IRE RESISTANCE DIRECTORY. IIIAX DIAM OF OPENINGS IS 26 A. S1\JOS-WALL FRAMING MAY INCH (660 MM), CONSIST 01' EITHER WOOD STUDS (MAX. 2HR FlRE RA TEO 2. THROUGH PENETRANT-ONE C. ,.SSEIWBLIES) OR STEEL METALLIC PIPE OR TUBING CHANNEL S1\JDS. WOOD STUDS INSTALLED EITHER TO CONSIST OF NOM 2 BY 4 CONCENTRICALLY OR INCH. {51 BY 102 MM) LUMBER ECCENTRICALLY WITHIN THE SPACED 16 INCH {406 MM) OC FIRESTOP StSTEIW. THE ANNULAR D. WITH NOM 2 BY 4 INCH. (51 SPACE BETWEEN PIPE, TIJBING BY 102 MM) LUMBER END AND PERIPHERY OF' OPENING PLATES AND CROSS BRACES. SHALL BE MIN OF O INCH (0 MM) STEEL STUDS TO BE IN 3 5/B (POINT CONTACT) TO MAX 2 INCH E. INCH (92 MM) WIDE BY 1 3/B (51 MM), PIPE, TUBING TO BE INCH (35 MM) DEEP CHANNELS RIGIDLY SUPPORTED ON BOTH SIDES OF' WALL ASSEMBLY, THE SPACES MAX 24 INCH (610 FOLLOWING TTPES AND SIZES OF MM) OC. METALLIC PIPES. TUBING MAY BE USED: STEEL PIPE-NOM 24 INCH (610 1. MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. IRON PIPE-NOM 24 INCH (610 MM) DIAM {OR SMALLER) SERVICE WEIGHT {OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 (305 MM) 1. DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. COPPER TUBING-NOM 6 INCH (152 MM) DIAM {OR SMALLER) TYPE L (OR HEAVIER) COPPER 1\JBING. COPPER PIPE-NOM 6 INCH (152 2. MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. THROUGH PENETRATING PRODUCT'"-F'LEXIBLE METAL PIPING. THE l'OLLOWING TYPES OF' STEEL FLEXIBLE MET AL GAS PIPING MAY BE USED; 3. NOM 2 INCH {51 MM) DIAM (OR SMALLER) STEEL FUXIBLE METAL GAS PIPING.. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF WALL ASSEMBLY, OMEG F'LEX INC NOM 1 INCH (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF WALL ASSEMBLY. GASTITE, DIV OF TITEl'lEX NOM 1 INCH (25 MM) DIAM (OR SMALLER) STEEL F'LEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF WALL ASSEMBLY. WARD MFG INC FlLL. VOID OR CAVITY MATERIAL•- CAULK OR SEALANT-MIN 5/8, 1 1/4, 1 7 /B AND 2 1/2 INCH (16, 32, 46 AND 154 MM) THICKNESS 01' CAULK FOR 1, 2, 3 AND 4 HR RA TED ASSEMBLIES, RESPECTIVELY, APPLIED WITI-IIN ANNULUS. F'LUSH WITH BOTH SURFACES 01' WALL MIN 1/4 INCH (~ MM) DIAM BEAD 'OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERl'ACE AT POINT CONTACT LOCATION ON BOTH SIOES 01' WALL THE HOl/Rl Y I' RA TING 01' THE FlRESTOP SYSTEM IS DEPENDENT UPON THE HOl/Rl Y FIRE RA TING OF THE WALL ASSEMBLY IN WHICH IT ts INSTALLED, AS SHOWN IN THE F'OLLOWING TABLE. THE HOURI. Y RA TING T RA TING OF THE FlRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE 01' THE PIPE AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PIPE PR CONDUIT ~IA\~s)N (MM} E RATING I RATING 1 25) 4 102) 6 152) 12 (305 t OR 2 3 OR 4 t OR 2 3 OR 4 1 OR 2 o+, 1 OR 2 3 OR 4 0 0 0 WHEN COPPER PIPE IS USED, T RA TING ISO H. 3M COMPANY- CP25 WBT OR l'B-3000 WT. "BEARING THE UL CLASSIFlCA TION MARK. FIRE WALL PENETRATION DETAIL (UNINSULATED PIPE THROUGH STUD WALL) 1. WALL ASSEMBLY-MIN 6 INCH THE l'OLLO'IIING TYPES AND SIZES (152 MM) THICK REINFORCEO 01' METALLIC PIPES. TUBES MAY LIGHTWEIGHT OR NORMAL WEIGHT BE USED. (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL IIIAY A. STEEL PIPE-NOii! 8 INCH ALSO BE CONSTRUCTED OF ANY (203 MM) DIAM (OR SMALLER) DP£ Of PQIEJRANI STEEL OR IRON PIPE STEEL OR IRON PIPE COPPER PIPE OR TUBE MAX PIAM I RADNC 2 IN {51 MM) 1 HR 6 IN (203 MM) 3/4 HR 4 IN {102 MM) 1 /4 HR UL CLASSIFIED CONCRETE BLOCKS. SCHEDULE 5 (OR HEAVIER) MAX DIAM OF' OPENING IS 2 INCH STEEL PIPE. 21\. THROUGH PENETRATING PRODUCT"' (51 MM) LARGER THAN OD 01' FLEXIBLE METAL PIPING-AS AN THROUGH PENETRANT. SEE B. IRON PIPE-NOM 8 INCH (203 ALTERNATE TO ITEM 2, ONE NOM 1 CONCRETE BLOCKS (CAZT) MM) DIAM (OR SMALLER) CAST 1/4 INCH (32 MM) DIAM (OR CATAGORY 1111 THE l'IRE Ol/CTILE IRON PIPE. SMALLER) STEEL FLEXIBLE METAL RESISTANCE DIRECTORY FOR PIPE TO BE INSTALLED EITHER NAMES OR 1111\NUI' AC1\JRERS. C. COPPER PIPE-NOM 4 INCH CONCENTRICALLY OR (102 MM) OIAIII (OR SMALLER) ECCENTRICALLY fflTHIN THE 2. THROUGH PENETRANT-ONE REGULAR (OR HEAVIER) FIRESTOP SYSTEM. THE ANNULAR METALLIC PIPE. TUBE TO BE COPPER PIPE. SPACE BETWEEN THE PIPE AND THE INSTALLED ECCENTRIC/ILLY OR PERIPHERY OF THE OPENING SHALL CONCENTRIC/ILLY WITHIN THE D. COPPER 1\JBE-NOM 4 INCH BE MIN O INCH ( 0 MM, POINT FlRESTOP SYSTEM. PIPE, TUBING (102 MM) DIAM (OR SMALLER) CONTACT) TO MAX 2 INCH (51 MM). MAY BE INSTALLED AT AN ANGLE TYPE L (OR HEAVIER) COPPER PIPE TO BE RIGIDLY SUPPOR1ED ON NOT GREATER THAN 45 DEGREES 1\JBE. BOTH SIDES OF THE WALL FROM PERPENDICULAR. THE ASSEMBLY. WHEN FLEXIBLE METAL WITH BOTH SURFACES OF WALL ASSEMBLY. AT POINT CONTACT LOCATION, MIN 1/4 INCH (6 MM) 011\111 BEAD OF' FlLL MATERIAL APPLIED AT METALLIC PIPE/CONCRETE INTERl'ACE ON BOTH SURFACES OF WALL MAX PIPE PR CONDUIT ~l\l~S)N (MM) 1 25) 4 102) 6 152) 12 (305 f Rt\TJNG T RATING t OR 2 3 OR 4 1 OR 2 3 OR 4 1 OR 2 o+, 1 OR 2 3 OR 4 0 0 0 ---·-·----·-··-··- NTS 1 2 T.!E IMClllOFO DAAWIWGS,. SPH:lli'ICATlOHS,. lllEAS,. ~Njll AAMHG!MBtlTS R!=PfU:SE:NTED nlEREBV AR£ ANC SHAIJ.. RB,WN Tl-IE PRCiPSUY Of RRM. OESlGN GROIJP ANO NO PNU T ,IEREDF SHALL BE.COFH!O, DISCLOSED TO OTH2AA OR OOE.C 11\1. cot.lHECTION WITH APl'f WORK OR PROJECT OTMER THAN THE SPECIFIC PROJECT FOR. WMICH TnE'I' WIVE Bl!EM PJteP,tAED,U,0 Dl=VELOPED WITOOI.Ir TIEWIRITTBI C0'"901T OF i<RMOESIOttOAOUP, \IISUAL00MIACT WITH TIE&e.OAAWING5.0R8f'ECIRCATl0"'8aa.iAU,.CC..S.nTUT5.00NCUISIVE EV1ll8'~E 01-ACCEPTAMCE OF THESI! RESn;iLCTlaNS.. .stJIWITTAl aF THE5E DOCUMENTS FOR PLIM.JC AGENCY Review SHALL NOT Bl= CCN5IOER£0AWAIVl:ROF ~OESIGlrl. GROUP'& RIOWTS. RRM OESIGIII GROUP COPYRIGHT 2006 RRM Is a California Corporation "' I!! < < ~~5 C C ~ I 12 0 " ~ u O = .. . ~" • m~ o m I-. . . . m ~ ..J ~ 0 ~ ::> " .. 0 (D m ~ i,i 0 .. .,, a ~ (/) ~ .cO~ U)~Ll.-ei, < 1~ 0 _,_ r-1111 0 • ~<~ ~-~ ·~ -~ ~ ~ ~§i::g "' ,-,-,6 <i; t= ..,.. <."SI ~ LL."ii,ai. Iii ■!Ill ~QOO ~ • ffi z " ••• .Q iri, u i,l Z '-c m w g~_g-§" !'j 5 ~ ••• m "' 1" z c;gQC..D.. ii • f ~ ~ ~ 0 " i 1 ~ • I ~! -0 ...J .... -0 (.) N ~ (1> < 0 fl) (.) ...J z ~ ~ -'tJ z Ill -.0 ~ w 1/) 0 z ;: 0 t-,= Ill 0 ~ a: (.) z 0 el LLI >,. -0 0 Ill co z z ==- ::5 0 "' 0 ::> 5 C ...J ... "' 0. 0 0. th -... LLI 0 ~ 0 t-U) u, It) a: N -LL. I " Septembal' 9, 2009 P5-2;dwg ....... 1107570 NET ·P-S-5.2 SHEETS 248 - I v,· -;ro ffi. :E ANNULAR SPACE BETWEEN lliE PIPING IS USED, T RATING IS 1 HR ~ CITY OF CARlSBAD PIPE, TUBE AND THE PERIPHERY OMEGA HEX INC OF THE OPENING SHALL BE MIN O GASTITE. DIV OF' TITEFLEX ENGINEERING DEPARTMENT --11-+---------------------------------------lNCH-(O-MM,POINT-CONTACT)-l'.O------------------WI\RO_MFG_INC,.,iv,il'inioiio:=-------------------------------------------l II -1~~~~~~~~=:::::::::::::::=:::::::::::::::::::=:=~:=:=~II~-----.[~ MAX 2 INCH (51 MM). PIPE. ~-FllL 1/010 OR CAVITY MATERIAL"-I~ MPROVEMENTPLANSFOR, - T RATINGS-1/4, 3/4 AND 1 HR (SEE ITEM 2) "' G) w _, .i,. CONDUIT OR TUBE TO BE RIGIDLY SEALANT-MIN 5/6 INCH (t6 MM) · CARI.SfJADJOINTFIRSTRESPONDERTRAJNINGFACILITY SUPPORTED ON BOTH SIDES OF THICKNESS OF' FlLL MA TERI AL THE WALL ASSEMBLY. APPLIED WITH ANNULUS, F'LUSH PLUMBING DETAILS 0 0-, -w "' I ~ ,_. 00 AP~~~ED_ ~~~ ~~ER DEPUTY CllY ENGlNEER PE 28176 EXPIRl:S J/JI no D~A'n:,V# · FIRE WALL PENETRATION DETAIL (UNINSULATED PIPE THROUGH CONCRETE WALL) 3 OWN BY: ~ I PROJECT NO. I DRAWING NO. CHKD BY: SN. -· · RVWO BY: SN c,,...,.. 463-1 -----·· ---- ', -- :;. ~ ,§ i ., I l!! ~ ' i ~ t "i I ~ k ~ -g i CAP 8' -o• A.F,F. - - CAP 8'-0" A.F.F.--- i? 6" SEOIMET TRAP l 6" SEOIMET '!RAP 3rd FLOOR__,./ PENETRATION V 2· (10,710 CFH) CAP 8'-o• A.F.F. --~ 2nd FLOOR--...... PENETRA TION " • tr 6" SEOIMET TRAP 2nd FLOOR~ PENETRATION ~ :AP 8' -o• A.F.F. 1---,,• SEOIMET TRAP ... 0.. :,;; V 2· (10,710 CFH) --BURN PROP GAS MANIFOLD (BY OTHERS) ONLY ONE BURN PROP WILL BE POREATED AT A TIME 1D,710 CFH, 5 PSI, 3,5 PSI LOSS MEASURED LENGTH s 154' TOTAL DEVELOPED LENGTH: 154'x1.5=231' ------------------,, / / / / / ~---MPG-----,.----MPG--- EXIERIOR WALL PENETRATION GROUND PENE1RA TION (TYP) __ __,, .,, / 2nd FLOOR_,,,/' PENETRA 110N -4" HPG (8,568 CFH) / I / MIN. 3'-0" DEPTH ,,,, V OF COVER / SEE 8ffi 8\/ILPING ---.._ ' / ,, ,, ,, FOR CONTINUATION -...,,,X . ,,,, / / 2" (10,710 CFH) ,,,,,, ,$ ,, /2" (10,710 CFH) G.,. / / CAP 8'-0" A.F.F. ----Y-.i.__5• SEOIMET TRAP ,,,, ,,,, MANUAL GAS SHUT OFF COCK 2• (8,568 CFH)---, \__EXTERIOR WALL PENETRATION GROUND PENETRA 110N (TYP) BURN PROP GAS MANIFOLD (BY OTHERS) G ONLY ONE BURN PROP WILL BE POREATED AT A TIME ,,,,,,,-------HPG--------L-----7-------HPG--CiJ -~::;? ,,,,,,,,,, ~2" (10,71D CFH) SEE SRC BUILDING~ ,,,,,, 4" HPG (10,710 CFH) ~,.."'"--'' '-----,.-,,'-,,-MANUAL GAS SHUT FOR CONTINUATION ,, ,, MIN. 3• -0" DEPTH _(;1) / OFF COCK ~ OF COVER ,,,, ";' B" HPG (19,278 CFH) · ..,..~ ,,,, /sov', SEE BPC BOILP!NG ~ +<? 8,568 CFH, 5 PSI, 3.5 PSI LOSS FOR CONTINUATION ,,, MEASURED LENGTH a 75' / ~ TOTAL DEVELOPED LENCTH:75'x1.5=113' r Y 4" HPG (8,568 CFH) MIN. 3' -o• DEPTH OF COVER MIN. 3'-0" DEPTH EXTERIOR WALL_)✓• ,,,, \ 2 OF CO'YER PENETRATION ~ -----\...!:..I GROUND PENETRATION (TYP) BPC BUILDING TO AC-S2-1 TO AC-S2-2 TO AC-St-1 ' ·~; 1• (75 CFH) 1• (75 CFH) TO AC-S1-2 .,,,_ 1 1/4" (150 CFH) TO AC-S2-3 /, ~ 2" (412 CFH) w ...b,-;, -~ ~ 1" (75 CFH) TO AC-S2-4-4--- TO AC-S1-3 1• (75 CFH)~v GROUNO ... C /. !7 '\__ 2• (337 CFH) 3/4" (51 CFH) 1 1 /2" (286 CFH) 1" (75 CFH) 1 1 /2" (211 CFH) ~TO AC-St-4 TRAP (TYP) / 3/4" (51 CFH) -MANUAL GAS SHUT OFF COCK BPR BUILDING B" HPG (19,278 CFH) \ MIN. 3' -0" DEPTH OF COVER .\ ,. +<?G ,,, \_ SEE BPC BUILDING / / FOR CONTINUATION / PENE1RATION (TYP) r 6" (19,329 CFH) '--1 1/4" (136 CFH) ~---------------------HPG-----------------------.,,,,,--------HPG-------' _.,,,... / 2" (562 CFH)~ / / .,. , +~ / / ,,,, / IT. ,, EXTERIOR WALL..J,_ '~-_,.\_ PENElRATION 3/4" (51 CFH) EXTERIOR WALL PENETRATION GROUND, PENE1RA TION (TYP) . -., en -'§ ., Cl.. THE INCU,IUE;O llftAWil<IGS,. SPEGll'iCATIC»oiS, I~, DESl01,o8,.N,ID AflMWGEMENTS REPRESl!NTEO ~y ARE.AND SH.1.1..l.REIIAIN Tolii. i>ROPERTV OF RRM DESIGN GROUP NO 1,,0 PAAT THEREOF SHALL iii;. COP~ CISC OSFO TO OTHERS OR U3EO IN CON,IECTION WITH ANY WORK OR ~ECT OTMER. T.tAN n,e SPl,;;IFIC PRQ.IECT FORWHICK THEY HAVEBEEr,f,PREPIUU!OAlrlO DEV~WITHOl.fr THla WAITTe. OON!le'T OF RRM.llESIGH GROUP. V~ CONTACT WITH T-~NGS QftSP.Cll'CII.TIO~ aHJIU.CONSnTUTE CONCLU&IIII: EVlllENCi; OF M;C:l:t'IANC~ lll-1Hl=S!o.RESTiaCTICN5.. Sl,lloM/TTAL.OF THESE DOCUloENTS FOR PUBI.LG >,GE.Nl.-Y REVIEW SHAU, NOT BE C::ONSIDEREDA.~VER OF RAM D~GROVP'S RIGI-ITS. RRM DESIGN GROUP COPYRIGHT 2008 RRM is a California Corporation l!i ~ ' -....... ... ,: .. ~ Ii! w ~ I:! ~ ~ "' ~ ;f • a -f " ~~ a G ~ ,t ~ ~ " ;i ■Ill! ••• ■l!l!l!l!! September 9, 2009 _,_ PS-3,dwg ...,,._,. 1107570 . ...,. P-S-5.3 :!: ~ ~ 0 D::: w tn -D::: w 0. -0. C : GAS METER LOCATION GAS LOAD = 2D,011 CFH SITE PRESSURE 15 PSI MEASURED LENGTH = 589 TOTAL DEVELOPED LENGTH: 589'x1 .5=996' EXTERIOR WALL---- PENETRA TION / .,. GROUND , PENElRATION tn ' \ f -/ / l t -~ ... - MANUAL GAS SHUT , ,, fsHEETl CITY OF CARLSBAD SHEETS ~ O --l~-f--------------------\--l-------=-OF-F'_c_OCK _____ \'v~,, __ ,, __ \---l---------------------51_CFH~8"...WATER_COLUMNI ----/.lsri.v'..~sG~v~-~liiPR'~GP~R~J--------------------------------------------~ll~ll-~~~;:;;;;;~~~EN~Gl~N=E=E=RIIIIC==D=EP=AR:::::™=E=NT===·=--==2=4=B=~IL------==~ ~ } o \ , ,,,,,\ MEASURED LENGlH -46' -MPROVEMENTPlANSFOR: r,,J--G)--''" • \ , , \ 1 1/4• (,20 CFH) TOTAL DEVELOPED LENGTff:4B'x1.5a69' \._ij\2., -CAR!.SBADJO/NTFfRSTRESPONDERTRAININGFACIUTY .i:,. JO f ~ -~ " ... -:i; t----HPG-----"~,,,,-~l. I / /;• TO WH-l PIPE RISER DIAGRAM ~ ~ WORK TO BE PERFORMED BY--1 , V SRC BUILDING ~ "' I - LOCAL GAS COMPANY 3/4" (682 CFH➔ • - - -/GPR\ fsri.v',., 682 CFM, a• WATER COLUMN APPROVED WILUAM £ ~1!1)/ER ~ ~ GROUND_;__/ -GPR SGV MEASURED lENGTH -130' f ~ ~M--~1--,~-"Lll'P' , PENElRATION \.2.../\..!../ TOTAL DEVELOPED LENGTH:130'x1.5=195' DEPUTY CITY ENGINEER PE28176 EXPIRES J/Jt/10 7 DI\TE f-------- PIPE RISER DIAGRAM ""' 2 OWN BY: RS I PROJECT NO. I DRAWING NO. CHKD BY: SN 998& 463-1 RVWD BY: SN ·------------'--------' --------··----·-·--·------··-· ----------· -------------------------------·---·-------·------------------------------------------------ I 1----- GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE 0011/E IN ACCORDANCE WITH THE: CA~AD MUNICIPAL WATER Dtsm1crs RULES AND REGULATIONS. SIGNAGE NOTES THE FOLLOWING GUID£1JNE.S FOR THE USE OF RE:CYCt.£0 WATER AR£ TO BE PERMANEN71.Y POSTED INSIDE TH£ DOOR OF EACH CON71?0LLER WHERE THEY AR£ EASILY VISIBLE:. PLACE ON 8-1/2" X 11• SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK L£ I /ER/NG. RECYCLED WATER SYSTEM (PRIVATE) CARLSBAD JOINT FIRST RESPONDER TRAINING FACILITY 2. DRINKING WAID\' FOUNTAINS AND DESIGNATED OU7DOOR EA71NG AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RE:CYCILD WA7E'R SfflAY, MIST OR MISTING. 1. GUIQalNE:S FOR R£CYCl.£D WATER USE A IRRIGATE BCTWE:EN THE f,/()IJRS OF 10:00 P.M. ANO 6:00 A.M. ONLY. WATERING OUTSIDE: THIS TIM£ FRAM£ MUST BE DON£ MANUALl Y Wl1H QUALIFIED SUPERVISORY PERSONNEL · ON-SITE. NO SYSTEM SHALL AT ANY TIM£ BE LEFT UNATTENDED OUR/NG US£ OUTSIDE: Tl-I£ NORMAL SCH!'DULE:. INSPECTION PROCEDURES 2560 ORION WAY 3. 4. 5. 6. 7. 8. 9. BEST MANAGe.tfNT PRACTICES SHALL BE usro TO WM/NA TE OR CONTl?OI.. TO Tl-IE OCST £XTFNT POSS/81.E: PONDING, RUN-OFF. OVE:R-SPRA Y, ANO MIS71NG. HOSE BIBS ARE STRICT!. Y PROHIBITE:0. CROSS-CONNECTIONS BE:TWITN RECYCl.£0 WATER LINES AND POTABLE WATER LINES AR£ S11?1C7l Y PR0/1/BITEO. NO SUBSTITIJ710N OF PIPE MATERIALS WILL BE ALLOll'ED WITHOUT PRIOR APPROVAL OF 11-IE CITY OF CARLSBAD MUNICIPAL WA TE:R DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE Pm CARLSBAD MUNICIPAL WA7E'R DISTRICTS RULES AND REGULA 710NS. . HOURS FOR IRRIGATION IW1H RECYCLED WA'IER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGA710N WITH DISINFECTED TER11ARY RECYCl.£D WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE: PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER TH£ SUP£RVIS/ON OF THE DESIGNATED USER SUPrnVISOR. IRRIGA 710N WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCt.£0 WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. TO 6:00 A.M. BURIAL OF ALL mRING AND PIPING SHALL M££T CARLSBAD MUNICIPAL WATER OISmtcrs RULES AND R£GULA770N5. 10. NON-DESIGNAi£D US£ AREAS SHALL BE PROTECTED FROM COWT"ACT WITH RECYCt.l':D WATER, WHETHER BY WINO BLOVIN SPRAY OR BY OIR£CT APPLICATION THROOGH /RR/GA 710N OR OTHER US£. LACK OF PROTEC710N, WHETHER BY 0£SIGN, CONS71?UC710N PRAC71CE OR SYSTEM OPERA 710N IS S71?1C7l Y PROHIBITED. 11. IRRIGA710N HEADS SHALL BE RE:l.OCATE:o OR ADJUSTED TO MINIMIZE OR E11MINATE Ovrn'- SPRAYING ON S/0£WAU<S. STREETS AND NON-DESIGNATED USE ARE:AS. 12. RECYCLED WA7E'R QIJPCK COUPLING VAL\!ES SHALL BE OF A TYPE: 0£SIGN£D FOR THE USE ON RE:CYCLEO WATER OIS11?1BUTION SYSTEMS PER CARLSeAD MUNICIPAL WATER DISTR/crs RULES ANO REGULATIONS. 13. ON R£CYCU:O WATER SYSTEiVS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL 8£ COI..OR-COOW PURPLE PER AWWA GUIDELINES ANO SECTION 11681!5 OF THE CALIFORNIA HE:ALTH AND SAFETY COD£. 14. ALL IRRIGAT!ON PIPE SHALL BE STENCIL!'D WITH WARNING, "NON-POTABLE: OR RECYCl.£0 WATER". COLOR-COD£D (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIE:NTED TOWARD THE TOP OF THE TRENCH P£R THE CARLSt!AO MUNICIPAL WATER DISTR1crs RULE:5 ANO R£GULA710NS. · 15. ON l<IE:W ON-SITE ~ (POST-IIE:TER), POTABLE: WATER, CONSTANT PR(SSURE RE:CYCLEO WATER ANO SEWER LINES SHOULD BE: PLACE:D A MINIMUM OF FOi.JR F££T APART OR AS DIRECTED BY TH£ PROJECT £NG/NEER ANO/OR RE:GI.Jl.ATORY AGENCY. M£ASURE:M£NTS SHALL 8£ BETWEE:l<I FACING SURFACES. NOT PIP£ CENTE:RLINE:S. 16, CONSTANT PRESSURE RE'CYC!.l':D WA1ER LINES SHALL CROSS AT LEAST 7llfl.VE INCHE:S BELOW POTABLE WATER LINES ANO MAINTAIN AT LEAST TM:'LVE INCHES CROSSING SE:PARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSUF?E: RE:CYC!.£0 WATER UN£ MUST BE: INSTALi.ED ABOVE: A POTABLE: WATER LJIIIE OR l£SS THAN Tltf:LYE: INCHE:S BELOW A POTABLE: WATER UN£. THE:N THE RECYCL!'D WATER UNE SHALL BE INSTALLED WITHIN AN APPROVED PROTEC71VE st.EEY£ AS PER THE CARt.SeAD MUNICIPAL WATER DISTR1crs RULES ANO REGULATIONS. 18. THE REQUIRED CROSS-CONNcC710N SHU1lJOWN TEST SHALL BE DONE 8Y THE CARLSBAD MUNICIPAL WATER DISTRICT ANO THE SAN 0/EGO COUNTY DEPARTMENT OF ENVIRONME:NTAL 1-/EALTH. 19. THE: REQUIRED CROSS-CONNECTION INSPEC710N SHALL BE DON£ BY £1TH£R THE CARt.SBAD MUNICIPAL WATER DISTRICT ANO/OR TM£ SAN DIEGO COUNTY DEPARTME:NT OF £NVIRONM£NTAL HEAL 7H. COPIE:S OF INSPECTION REPORTS Will BE FORWARDED TO THE NON-INSPECTING PARTY. 20. TH£ DE:SIGN ANO LOCA 710/\IS PROPOSE:o FOR R£CYCl.£D WATER "DO NOT DRINK" SIGN SHALL B£ CALLE:D OUT ON THE PLANS. 21. l'tf-lE:N RECYCLED WATER BECOMES AVAILABLE. AN ON-SITE USER SUPERVISOR SHALL BE DESIG/IIA TEO IN l'IRl71NG. THIS INDIVIDUAL SHALL BE FAM/UAR 14fTH PLUMBING SYSTEM WITHIN THE: PROPERTY. WITH THE BASIC CONCE:PTS OF BACKFt.OW/CR05S-CONN£C710N PROTECTION, THE RECYCLE:O PUREYOR'S RULES ANO REGULATIONS AND THE SPECIFIC R£QUIR[ME:NTS OF A RECYCILO WATER SYSTEM. COPIES OF THE OES/GNA770N, WITH CONTACT PHONE: NUMBERS SHALL BE PROVIDED TO TH£ CARLSBAD MUNICIPAL WATER DISTRICT. 22. 23. 24. IN CASE OF EM£RGE:NCY CONTACT PARKS ADMINIS11?ATION OFFICE AT 7f50-4J4-2824 OR AFTER HOORS CONTACT POLICE DISPATCH AT 7f50-9J1-2197 ALL PUBUC AND PRIVATE POTABLE: WATER MAINS /NCLUO/NG F!RE: MAINS ANO ANY WATER IE.LS ANO WATER COURSES WITHIN THE RECYCLED WA1'rn PROJECT SHALL BE SHOWN ON THE PLANS. CALL OUT ON TH£ PLANS IF TI-IERI: ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR OE:S/GNA m>-OUTDOOR EA TING AREAS-ON TH£ SITE; - A PI-IYSrCAI. S£PARA710N SHALL 8£ PROVID!'D BE:TWE:EN AOJACE:NT AREAS IRRIGATED WITH R£CYCt.£D WATER AND POTABLE: WATER. S£PARA710N SHALL BE PROVIDED BY OISTANCE, CONCRETE MOW STRIPS OR 071-IER APPr?OV£D ME:71-100S. 25. All IRRIGA710N BACKFI.OW PREVENTERS SHALL BE: TES7ID BY A CER71F!EJ> TESTER ANO RESULTS MUST Bf: GIVEN TO TH£ CITY AND TH£ CARLSBAD MUNICIPAL WATER DISTRICT. PIP£ B£TWrrN TH£ METER AND BACKF!..OW PR£V£NTER SHALL 8£ "SCHE:OULE K HARD COPPER". APPROVED CONTRACT BACKFt.OW TESTERS CAN BE: FOUND ON THE CITY IIEB SITE AT WWW.CI.CARI.SBAO.CA.US/POFDOC.HTML?P/D=.340; (N. T.S.) B. C. D. £. F. G. IRRIGATE IN A MANNER 1HAT WILL MINIMIZE: RUN-OFF, POOLING, AND PONDING. TH£ APPUCA710N RATE SHALL NOT E:XC£E:O THE INF!L11?A710N RAT£ OF 71-IE SOIL 71MERS MUST BE: ADJUSTED SO AS TO BE: COMPA71BL£ WITH THE: LOW£ST SOIL INFILTRATION RATE PRESE:NT. THIS PROCEDURE MAY BE FACIUTATE:O BY TH£ EmCIE:NT SCHE:OUUNG OF THE AUTOMATIC CONTROL CI.OCKS. (I.£.. EMPLOYING THE: R~T FUNCTION TO BR£AK UP THE TOTAL IRRIGATION 71M£ INTO CYCLE:S THAT wrLL PROMOTE: MAXIMUM SOil ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER TH£ CON71?0l OF TH£ CUSTOMER. FOR EXAMPLE, POOL DECKS. PRIVATE: PATIOS AND LOT$. AND STREE:TS AND SIDE:WAI.KS. MONITOR AND MAIWT'AIN 71-IE SYSTEM TO MINIMIZE: EQUIPMENT AND MATERIAL FAIi.URE. BROKEN SPRINKt£R HEADS. t.E:AKS, UNR£UABL£ VALVES, ETC •• SHOULD BE: RE:PAIRE:O AS SOON AS THE:\' BE:COME APPARENr. Tl-IE LANDSCAPE: CONTRACTOR rs RESPONSIBI . .E FOR £DUCAT/NG EACH £MPLOYE:E: ANO ALL MAINTENANCE PERSONNE:L ON A CON71NUOU5 BASIS, REGARDING TH£ Pr?ESE:NCE: OF RE:CYCLE:O WATER, MAIN7ENANC£ P£.RSONN£l MUST BE: INFORME:D THAT WATER IS FOR IRRIGATION PURPOSE:$ ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HANO ANO TOOL WASHING. £TC. OBTAIN PRIOR APPROVAL OF AU. PROPOSE:O CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON-SIT£ FACILITIES. SUCH CI-IANG£S MUST BE SUBMITTED TO. ANO APPROVE:D BY, THE: DISTRICT £/IIGINEERING OFFICE AND D£SIGN£D IN ACCORDANCE: WITH DISTRICT STANDARDS. 1. 2. ALL RE:CYCl.£0 WATER SPRINKLER CONTROL VAL\!ES SHALL BE: TAGGED WI TH IDENTIFICA 710N TAGS. A. TAGS SHALL BE W£ATHE:RPROOF PLASTIC, 3"x 4". PURPLE: IN COLOR. WITH THE: WORDS "WARNING RECYCLE:D WATER -00 NOT DRINK" IMPRINTED ON ONE SIDE. AND "AVISO -AGUA IMPIJRA-NO TOMAR" IMPRINTED ON THE OTHE:R SIDE. IMPRINTING SHALL BE PERMANE:NT AND BLACK IN COLOR. USC TAGS AS MANUFACTURED BY r. CHRISTY £NTERPRIS£S OR APPROVED E:QUAL B. ONE TAG SHALL 8£ ATTACHED TO EACH VALVE AS FOLLOWS: 1, ATTACH TO VAL\/!: STEM OIREC7lY OR lt'ITI-I PLAS71C 711:-WRAP OR 2. ATTACH TO SOLE:1<10/0 WIRE IJIRECTL Y OR WITH PLASTIC 71E:-WRAP OR - 3. ATTACH TO VAL\>E COVE:R WITH EXIS71NG VALl<E' COVER BOLT. ALL SPRINKLER HEADS SHALL BE IOENTIF7ED AS RECYCI.ED WATER SPRINKLER HEADS. EACH AUTOMATIC CON71?0LLER ANO ITS ASSOCIATED EQUIPMENT SHALL BE: ID£N71FIE:O W,TH A SIGN BEARING TH£ WORDS ".RE:rITT fQ WA1ER USFQ FOR IRRIGATION• IN ENGUSH AND SPANISH, 14fTH BLACK LE:TTE:RS 1" 1-1/GH ON A PURPLE BACKROUNO. TH£ SIGN SHALL BE: PLACE:O SO 71-IA T IT CAN 8£ REAOIL Y SEIN BY ANY OPERA710NS PERSONNEL UTILJZING THE: £QUIPME:NT. DECLARA 710N OF RESPONSIBLE: CHARGE:: I HEREBY OECI.AR£ THAT I All lANDSCAP£ ARCHITECT OF WORK FOR THIS PROJECT. THAT I HA \I!: EXERCISE:D RESPONSIBLE: CHARGE: OVER THE DESIGN OF THIS PROJE:CT AS DEFINED IN SE:C110N 6703 OF THE BUSINESS AND PROFESSIONS COOE ANO THAT THE 0£SIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT Tl-IE CHECK OF PROJ(CT ORAIWNGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD ANO SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICl':S IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME. AS LANDSCAPE ARCHITECT OF WORK, OF MY R£SPONS/BIU11£S FOR PROJ£CT DESIGN. FIRM NAME & ADDRESS: RRM DE:SIGN GROUP 232 AVF:NIDA FABRICANTE. SUITE 112 SAN CL[MeNT[, CA 92672 PHONE: NO: ( 94-9) .=3cc6-'-1--'7'-'9cc5.=.0 ____ _ SIGNATURE~• L= REGISTRATION NO~ _43==2-=-0____ E:XPIRAT/ON OA TE: _11~/_3_0~/=:,;, _____ _ DI .. AT LEAST 'MO DAYS BEFORE YOU DIG RECYCLED WA TE:R PLAN /RR/GA TION L£GENO & NOTES /RR/CATION PLAN /RR/GA TION DETAILS. /RR/GA TION DETAILS PLANTING LEG[NO &-NOTES SHE:ET ·NUMBER L-1.0 L-1.1 L-1.2 L-1.3 L-1.4 L-2.0 UNOeRGROU~D SERYICE ALP!Rl' OF SOt/THERN CALIFORNIA PLANTING PL/\N L-2.1 NOTES PLANTING OETAILS L-22 ALL IRRIGATION BACKFt.OW PRE:V£NTERS SI-/AlL BE TESIW f!Y A CER71F7EI> /ES/ER AND RE:SULTS MUST BE: GIVEN TO THE CITY ANO THE CARLSBAD MUMCIPAL WATER DIS11?/CT. PIP£ 8ETW£E:N THE METER AND BACKFt.OW PREVEN1'rn SHALL BE "SCHE:OUt.E: K HARD COPPER.• APPRO\IEO CONTRACT BACKFt.OW TESTERS CAN 13£: FOUND ON THE CITY WEB SITE AT www.corlsbadca.gov/pdfdoe.html?r:,/d=.3-'f.O 1. 2. 3. DISTRICT CONSTRUCTION INSPE:C710N SHALL INCLUDE:: A. REQUIRF:D SEPARATION BITWffN POTABLE ANO RECYCLED WATER LINES (HORIZONTALLY AND VERT/CALLY). B. c. D. PIPE: !DEN 71FICA TION. St.EEVING AT CROSSINGS. APPROPRIATE MATERIALS ANO MARKINGS, INCLUDING PROPER QIJICK COUPLERS. OISTRICT FINAL INSPEC710N SHALL INCLUDE:: A. SIGNAGE /NSTALLEO PE:R PLAN. B. CONTROLLER STICKERS, C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF Tl-IE SPRIM<LER SYSTEM TO ENSURE PROTEC710N OF AREA NOT APPROVEO FOR RECYCl.£0 WATER USE:. £. ALL ASPECTS OF THE: IRRIGA710N CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF. ANO PONDING. F. REQUIRE:D PROTECTION OF ALL RE:SIOE:NTIAL AREAS. G. REQUIRED PROTECTION OF llfll.S. STRE:AMS, RESERVOIRS, ITC. H. CROSS-CONNECTION TEST IF RE:QUIR£D. I. COLOR cooro. LAMINATED CHARTS INSIDE EACH CONTROI.L£R. ANNUAL INSPECTION SHALL INCUJDE· A. A COMPLETE INSPE:C710N THAT WILL CO\lffi A-1 OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVE:O BY PUBLIC HEAL TH £NG/NEER, CITY ENGINEER & DISTRICT ENGINFIR PRIOR TO IMPLEMENTATION IN F7ELO. INSPECTION OF Tl-II: PROJECT SHALL BE PERFORMED BY TH£ LANDSCAPE ARCHITECT OF THE WORK. OR HIS 0£SJGNATEO AGENT. REFER TO 71-1£ SPECIFICATIONS FOR TH£ SCHEDULE: OF REQUIRED INSPECTIONS ANO REQUIRE:O SUB/1/TTALS. FOLLOWING COMPL£710N OF TH£ WORK, TH£ LANDSCAPE ARCHITECT OF TH£ WORK WILL CERTIFY THAT TH£ INSTALLA710N HAS BEEN COMPLETED BY SUBMlmNG TH£ •FINAL LANDSCAPE CER71FICA710N FORM.• A REQUE:ST FOR A FINAL LANDSCAPE INSPECTION BY TME CITY MUST ALSO 8£ MADE: BY CALLING TH£ INSPEC710N REQUEST I.IN£. '"FINAL LANDSCAPE CER'ffl'ICA.TION Jl'Omt• FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 780-802-4802 LEGEND I / .. ..,.. I -< @ POTABLE: WATER ME:TER RECYCLED WATER ME:TER RECYCLED WATER PUMP BACKFl.OW PREVENTION DEVICE: INSTALL PER CM\ID \'I' j POTABLE WATER LINE RECYCl.EO WATER UN£ RECYCl.EO WATER PRESSURE SUPPL. Y LIN£ [ZZJ RECYCLED WATER USE ARE:A DO NOT DRIM< SIGN BACKFLOW--, PREVEI\ITOR, TYP. RECYCLED WATER PLAN CITY OF' OCEANSIDE HIGHWAY 711 PACITTC OCEAN VICINITY MAP PROJECT SITE CITY OF' VISTA r ,,,_o~ ~ CITY OF' ~~r'~ SAN MARCOS CITY OF' ENCINITAS NOT 10 SCALE ~ . ' I' I ' i I I \ I i \ \ L, ' FIRE HYDRANT. 1YP. SYMBOL.. .... . . . ..... . ... f<~CYCLED WATER METER D ,., APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PRlm TO TH£ START OF GRADING, TH£ APPllCAWi OR APPLICANT'S AGE:NT SHAU OBTNN_CfJY._APPROVALOF..A.CONSTRUC.TION_SCHEDULE:...ANO/OR_E:XHIBITOUTUNING COUNTY OF SAN DIEGO _ _ THE: TIMING OF THE: SLOPE PLANTING ANO IRRIGATION. THE SCHEDULE SHALL SHOW------------------~----------~~--~--+DEPARlMENT"CJF ENVIRONMEN-rA~L~H-EAC~r~A_c------~--, 12" X 36" SIZE RECYCLED WATER SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR t" BtACK-LCTTE'RS · 2" EILACK LETTERS .032 ALUMINUM •• 060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS ~ ----------· -t"-- f/0 mME EL AGUA WASH ffANOS ATTER CONTACTING LAYESE SUS MANOS DESPUES DE USA.R 18" X 18" SIZE .032 ALUMINUM, .060 ABS ABS PLASTIC OR STICK-ON VINYL SIGNS 71MING OF CONSTRUCTION OF FR££-STANDING. RITNNING ANO CRIB WALLS . LAND AND WA1m OVAUTY DI\IISION IMMEDIATELY AFTER ROUGH GRADING AS £AC~ LOCATION IS ACHIEVED. IRRIGATION AND PLAN71NG SHALL TAKE PLACE AS GRADING PROGR£SSE5. DEVELOPERS NAME: _________ _ ADDRESS: INSTAl.1.ATION OF !RR/OAT/ON AS SHOWN ON THE APPROVED PLANS SHAU. COMMENCF: l'tfTHIN 10 DAYS OF THE 71ME 'M-11:N E:ACH SI.OPE IS BROUGHT TO GRAD£ AS SHOWN ON THE APPROVEO GFMDING PLANS. ...------------------1 PLAl<l71NG ANO IRRIGATION FOR THE SI.OPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THI: APPROVED PLANS. WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION F7RST COMM~NCE.S. CARLSBAD MUNICIPAL WATER DISTRICT ~~~~~=--/-/f•.21/I I-----TEt.EPH.:::::'.::::.::::::O:::NE::_' ========~ WILLIAM E. PLUMMER DAlE DATE PLAN PREPARED:-------- DEPUTY CtlY ENGINEER R.C,E.28176 EXP.J/31/10 BY: ~ ,.,.Z<... . ....._ ____ l_-'1_-_lb __ · GLENN LEEKS DA TE ENVIRONMENTAL HEAi.TA SF'ECrAUST APPROVED ENGINEERING PLANCHECKER DATE a, ThE INGUIOEO DR4WING6.. 81-E.CIFICATIO/,,$, IOEA:i. DESl6N5ANi> ARRANGB,jENTSREPftf.:SO•ITED THERESY l'.RE.1'ND SttALLRl:INrl.N THE. PROf'ERlYOFRRMIJE!IIGN. CIIOUPM..oNOP"'alTlHEII.Er..F 3~ 8E OOPIEO, D19Cl.OSEa TO OOISlS Ok USlell IN CON~"TICN 1"'1TM. A~W£1AAOR Pl'lOJEClTOTHER THAN TrlE.SPCCIFIC PROJECT FOR WHICH THl:Y HAIJE 6EEN ~ 1YrtC-DEVELOPEO l"IITliOOf 11-FWliirnRICl')N5FNtOl'liiliiMDF$161<,1:;'M~P. V1$1,1Al ~M;TWlnf ~0-W-O"l!IPl;ClrlCAlU-.!oS>W,.I.I.XlNli"I 11,11-~IY!a. liiVI08ICEo OF 1.CCEPT~CE OF Hll;SE;. R=SlRICBONS. SLet,IITTA.. Of TI-IE.SE CIOCUMENTS FORP\JeL.IC AGEP!tCY Rl:Vlew 6hl\ll.NOT i>E CO"-SI~,._ WAIV!;ROF RRMDESIGN GROUP'S ~IGtfJ'S-. RRM DESIGN GROUP COPYRIGHT 2009 RRM ,s a Catiforn,a Corporation · ~ "' Q ~ ,_ ...I :::> m fl) ~ < • " .. ~ 0 --' --0 0 N <C 0) LL. <C z C, 0 s z -0. -"'O z (ti a:: -.0 w ti? II) r-,: ~ I-(ti a:: 0 Q w >-. w Q := -' ~ z (.) " 0 >-> C' lti a. 0 (.) (f) -w w ... a: ~o 0 I-<O (I) I() 0::: N -LL. September 9, 2009 ·· 1t07570°Recyclod Wahlr Plan.dwg ... _ 1107570 ...,. L-1.0 =~FcrrrLAN~~D~~BAD-1~- PRIVATE (ONSfTE.) RECYCI.ED WATER SYSTEM FOR: CARLSMD JOINT FIR!JT' RESPONDER TRAINING FACILITY RECYCLED WATER PLAN' ... t APPROVED WILLJAM £. _l;W,MlrlER &-Uf?P"(Jh i 7-~~ t PLANNING OWN BY: PROJECT NO. CHKD BY: BH RV\ID BY, MS, IM 35136 I DRA'MNG NO, . 463-t - I rRRIGATION LEGEND SYMBOL MANUF. SPRAY HEADS MODEL NUMBER DESCRIPTION NOZZLE RAD. GPM PSI DETAIL REF. & REMARKS • RAINBIRD 1806-SAM-PRS-NP 6" POP-UP SPRAY HEAD 15H 15' 1.85 30 SEE DETAIL F, SHEET L-1.3 <] RAINBIRD 1806-SAM-PRS-NP 6" POP-UP SPRAY HEAD 12F 12' 2.60 30 SEE DETAIL F, SHEET L-1.3 <]< RAINBIRD 1806-SAM-PRS-r-lP 6" POP-UP SPRAY HEAD 12H 12' 1.30 30 SEE DETAIL F. SHEET L-1.3 ___ <l<l.:,_ __ f..RA=IN.:,B:.::IR_:,D,__-+1-"8"-06'---SA=M-=P.:.RS-=N.::.P __ .,sc_·.:.PO=.P..:.•Uc...P_S=.cP..:.RA..c.:.Yc.cH..cEA=-=D:..... _____ -J.1..C2:.::Q:..... __ -+1-=2_' --!-o-'.6_5 __ .. 30 ___ __,_s_E_E_D_ET_A_I_L_F_,_S_HE_ET_L_-_1._3 ___ _ « RAINBIRD 1806-SAM-PRS-NP 6"POP.UPSPRAYHEAD 10H 10' 0.79 30 SEEDETAILF,SHEETL-1.3 <,I< RAINBIRD 1806-SAM-PRS-NP 6" POP-UP SPRAY HEAD 8H 8' 0.52 30 SEE DETAIL F, SHEET L-1.3 <::J<l RAINBIRD 1806-SAM-PRS-NP 6" POP-U0 SPRAY HEAD 8Q 8' 0.26 30 SEE DETAIL F, SHEETL-1.3 -----+------'--c--------- • RAINBIRD 1812-SAM-PRS-NP 12"POP-UPSPRAYHEAD 15F 15' 3,70 30 SEEDETAILF,SHEETL-1.3 ., RAINBIRIJ 1812-SAM-PRS-NP 12"POP-UPSPRAYHEAD 15TQ 15' 2.78 30 SEEDETAILF,SHEETL-1.3 e1' RAINBIRD 1812-SAM-PRS-NP 12" POP-UP SPRAY HEAD 15TT 15' 2,48 30 SEE DETAIL F, SHEET L-1.3 • RAINBIRD 1812-SAM-PRS-NP 12"P0P-UPSPRAYHEAD 15H 15' 1.85 30 SEEDETAILF,SHEETL-1.3 ~ RAINBIRD 1812-SAM-PRS-NP 12" POP-UP SPRAY HEAD 15T 15' 1.23 30 SEE DETAIL F, SHEET L•1.3 ., RAINBIRD 1812-SAM-PRS-Nc-._.,P __ i.:1-~2_" :..PO--cP:_·_--U.:.P_:_S-:_P.:.RA.._-_:_Y.:H.:,EA._...D ______ +1:::.5:.:0:.._ __ --+1_..5_' --fo:.C.92-:-:... __ +3,:,0::_ ___ ,::s..:E..:Ec.:D..:ET::,:cA:::IL:.:F,:;,•.:S..;H..:E..:ET,:_::;L•..:.1:::.3 ___ _ .. RAINBIRcl 1812-SAM-PRS-NP 12"POP.UPSPRAYHEAD 15VAN 15' VARIES 30 SEEDETAILF,SHEETL-1.3 0 RAINBIRD 1812-SAM-PRS-NP 12" POP-UP SPRAY HEAD 12F 12' 2.60 30 SEE DETAIL F, SHEET L-1.3 --~°''=----1:::.RA:.:l:..;N:.=B.::.IR.:,D:..__+1.::.81::-2:.:-SA=M--:..:..P:.:RS-=N,_P_.....,l-'-1=-2"..:.P..:.Oc:P.~V:..P_..S.:.P:.:RA:.:Y.:..:.H:.=EA=D------J.:1-=2.:.TQ=---+12':....._+1-'-'.96=------F30.,__ ___ +-:s..:E..:E:.:D:.:ET:,:,:,A=IL:.:Fc!-,..:s __ H..:E..:ET,:_::;L•_:1.::.3 ___ _ ()I' RAtNBIRD 1812-SAM-PRS-NP 12"POP.UPSPRAYHEAD 12TT 12' 1.74 30 SEEDETAILF,SHEETL-1.3 0< RAINBIRD 1812-SAM-PRS-NP 12"POP-VPSPRAYHEAD 12H 12' 1.30 30 SEEDETAILF,SHEETL-1.3 ()'-RAINBIRD !1812-SAM-PRS-NP 12"POP-UPSPRAYHEAD 12T 12' 0.87 30 SEEDETAILF,SHEETL-1.3 C)<t RAINBIRD 1812-SAM-PRS-NP 12"POP-UPSPRAYHEAD 12Q 12' 0.65 30 SEEDETAILF,SHEETL-1.3 0-RAINBIRD 1812-SAM-PRS-NP 12"POP-UPSPRAYHEAD 12VAN 12' VARIES 30 SEEDETAILF,SHEETL-1.3 El) RAINBIRD 1812-SAM-PRS-NP 12"POP-VPSPRAYHEAD 10F 10' 1.58 30 SEEDETAILF,SHEETL-1.3 ED< RAINBIRD 1812-SAM-PRS-NP 12"POP-UPSPRAYHEAD 10H 10' 0.79 30 SEEDETAILF,SHEETL-1.3 ------+-------1----------->---El}l RAINBIRD 1812-SAM-PRS-NP '2" POP-UP SPRAY HEAD 10T ,o• 0.53 30 SEE DETAIL F, SHEET L-1.3 E])<l RAINBIRD 1812-SAM-PRS-NP 12" POP-UP SPRAY HEAD 100 10' 0,39 30 SEE DETAIL F, SHEET L-1.3 El)-:RAINBIRD 1812-SAM-PRS-NP 12''POP-UPSPRAYHEAD 10VAN. 10' VARIES 30 SEEDETAILF,SHEETL-1.3 --+------+-c----~~==-----0 RAINBIRD 1812-SAM-PRS-NP 12" POP-UP SPRAY HEAD 8F 8' 1.05 30 Seaea DETAIL F, SHEET L-1.3 0< RAINBIRD 1812-SAM-PRS-NP 12"POP-UPSPRAYHEAD 8H 8' 0.52 30 SEEDETAILF,SHEETL-1,3 0-RAINBIRD 1812-SAM-PRS-NP 12"POP-UPSPRAYHEAD 8T 8' 0.35 30 SEEDETAILF,SHEETL-1.3 0:1 RAINBIRD 1812-SAM-PRS-NP 12"P0P-UPSPRAYHEAD 8Q 8' 0.26 30 SEEDETAILF,SHEETL-1.3 0-RAINBIRD 1812-SAM-PRS-NP 12" POP-UP SPRAY HEAD 8VAN 8' VARIES 30 SEE DETAIL F, SHEET L-1.3 0 RAINBIRD 1812-SAM-PRS-NP 12" POP-UP SPRAY HEAD 15CST 30',ol' 121 30 SEE DETAIL F, SHEETL-1.3 -----+------f-----· ----+-----------------l-----l----+-----l-'-'-----+=~=----c==------0. RAINBIRD 1812-SAM-PRS-N" 12" "OP-UP SPRAY HEAD 15EST 15',ol' 0.61 30 SEE DETAIL F, SHEET L-1.3 ROTOR HEADS HUNTER 1·20-12-SS-R 12" POP-UP ROTOR HEAD 1.5 31' 1.6 50 SEE DETAIL I, SHEET L-1.3 HUNTER 1-20-12-SS-R 12" POP-UP ROTOR HEAD 1.5 31' 1.6 50 SEE DETAIL I, SHEET L-1.3 HVNTER 12" POP-U0 ROTOR HEAD .75-SR 25' .75 50 SEE DETAIL I, SHEET L-1.3 HVNTER 1-20-12-SS-R 12" POP-UP ROTOR HEAD .75-SR 25' 1.75 50 SEE DETAIL I, SHEET L-1.3 • HVNTER 1-20-06-88-R 6" POP.UP ROTOR HEAD 1.0 31' 11.2 50 SEE DETAIL I, SHEET L-1.3 • HUNTER 1-20-06-SS-R 6" POP.UP ROTOR HEAD 1.0 31' 112 50 SEE DETAIL I, SHEETL-1.3 ED-HVNTER 1-20-06-SS-R 6" POP.UP ROTOR HEAD 1.5 34' 1.6 50 SEE DETAIL I, SHEET L-1.3 El> HUNTER 1-20-06-SS-R 6" POP-UP ROTOR HEAD 1.5 34' 1,6 50 SEE DETAIL I, SHEETL-1.3 0-HUNTER 1-20-06-SS-R 6" POP-UP ROTOR HEAD 3.0 38' 2.7 50 SEE DETAIL 1,SHEETL-1.3 0 HUNTER 1-20-06-SS-R 6" POP.UP ROTOR HEAD 3.0 38' 2.7 50 SEE DETAIL I, SHEETL-1.3 BUBBLERSC--,,------,---------,---------------.-----r---.----.-----,------------- C, HUNTER RZWS-SLEEVE-36-50-R TREE ROOT BUBBLER WITH SLEEVE INCLVDED NIA 0,50 30 SEE DETAIL J, SHEETL-1.3 VALVES RAINBIRD SUPERIOR -GB SERIES ·"RS DIAL MODEL3100 PRES. REGULATED R. C. VAL VE MASTER VALVE, NORMALLY CLOSED SEE DETAIL K, SHEETL-1.3 SIZE PER PLAN SEE DETAIL H, SHEETL-1.3 SIZE "ER PLAN HUNTER HQ.44.1.Rc.AW-R 1" QUICK COUPLER WITH PURPLE CAP QUICK COUPLER VALVES SHALL BE OF A 1YPE W/.1\CME THREADS. l'ICLUDE KEY APPROVED FOR RECYCLED WATER VSE SEE DETAIL A, SHEETL-1.3 -KBI -BTU SERIES -TRUE UNION BALL VALVE -INSTALL FOR MAINLINE SIZES LESS THAN 2" LINE SIZE,SEE DETAIL D, SHEETL-1.3 SEE DETAIL E,SHEETL-1.3 -NIBCO -T113 SERIES -GATE VALVE -INSTALL FOR MAINLINE SIZES 2" & LARGER _____ ..L...:...:..=.,c. ___ ,___...c.c:c.;cc.'-.. ___ L.C...:...:...:...:...:.c... __________ _L_ -------• ---- CON'mOLLER 0 RAINBIRD 0 RAINBIRD ESP-1.XMI WATER Pl.IMP RAINBIRD QUOTE: CVC081309601B 12 RECYCLED-WATER SIGN--... PIPE - -ASAPPROVED AS-APPROVED AS APPROVED AS APPROVED ■ 111111111 AS APPROVED AS APPROVED VALVE KEY _,._ __ ,CONTROLLER STATION NUMBER 1----1 I --GALLONS PER MINl!l'E L...----VALVESIZE (40} STATION WALL MOUNTED CONTROLLER SEE DETAIL C, SHEET L-1,3 IN STAINLESS STEEL ENCI.OSllRE (12} STATION WALL MOUNTED CONTROLLER SEE DETAIL C, SHEETL-1.3 IN STAINLESS STEELENCl.05\.IRE:..... __ _j ________________ ...L ___________ _ PUMP WITH ALUMINUM ENCLOSURE 36 GPM, 75 PSI, 190 FT BOOS"", 13 FT LIFT, 4!!0V CONTACT RAINBIRD @ 502-725-5517 3PH'ISE PROVIDE DETAILED INSTALLATION SHOP DRAWINGS FOR APPROVAL. SEE MANUFACTlJRER DRAWINGS & SPECIFICATIONS LOCATE PER PlAI\I. ADJUST LOCATION IN FIELD SEE DETAIL F, SHEETL-1.4 TO BE ADJACENT VALVE BANKS -INSTALL CLASS 315 FOR MAINLINE SIZES 2'' OR "PURPLE" NON-POTABLE CLASS 315 MAINLINE PVC PIPE SCH 40 MAINLINE PVC PIPE LARGER. INST ALL SCfl 40 FOR MAINLINE StZes SIZE PER PLAN. 1-112" OR SMALLER SEE DETAIL B & C, SHEET L-1.4 "PURPLE" NON-POTABLE SCH 40 LATERAL PVC PIPE "PURPLE" NON-POTABLE - · · SCH 80 PVC SLEEVE (UNDER ROADS) SEE SLEEVE NOTES AT RIGHT SCH.40 PVC Slf:EVE!. fUND~ PA\t1NG-NON-RCW)S) SIZE PER PLAN. SEE DETAILSA&B, SHEETL-1.4 TWICE PIPE DIAMETER SE" DETAn.. A, SHEET L-1 A ~--------------------------------------------------~--------------------•---r--•••• •••••••~• • IRRIGATION NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF Pll"ING Will BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE ANO LATERALS SHALL BE PLACED 1111 THE SAME TRENCH WHEN POSSIBLE EXCEPT WHERE NON-POTABLE AND POTABLE LINES RUN PARALLEL. ALL Q.C. VALVES ARE TO BE LOCATED 12" FROM SIDEWAI.KS, CURBS, ASPHALT & CONCRETE SURFACFS. 2. ALL EQUIPMEl'rr REQUIRED BUT NOT SPECIFIED ON ll-!E DRAWING, TO COMF'l.'c'"E THE WORK, SHALL BE PROVIDED BV THE IRRIGATIOI\I CONTRACTO~ 3. INSTALL ALL EQUIPMEl\fl"IN ACCORDANCE WITH MANUFACTI.IRER'S INSTRUCTIONS AND/OR SPECIFICATIONS. 4, CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE OIIIE (1) 20 AMP BREAKER FOR EACH CONT'ROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE CO!IITROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST IS TO BE A F'ART OF THE LANDSCAPE CONTRACTOR'S BID. 5. CONTRACTOR SHALL FAMILIARIZE HIMSEl.FWTTH THE PLANS AND SITE COIIIOITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE Pl.ANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 6. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUC1'10NS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTEIIITlON OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSl/ME Fl/LL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 7. CONTRACTOR SHALL INCLUDE PCS SCREENS WHERE NECESSARY TO REDUCE RADIUS OF THROW. !!. CONTRACTOR SHALL SLEEVE UNDER l"AVING PER Pt.ANS AND SPECIFICATIONS. ALL SLEEVES UNDER PAVING SHALL RECEIVE IDENTIFYING MARK 0111 TOP OF CONCRETE. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING • 9. SPLICING OF 24 VOLT WIRES Will NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT CACH SPLICC. LABEL ALL WIRES WI WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE II\ISTALLATION OF ALL MATERIAL APPEARING ON P!.AIII. 11. ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED ANO IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK. frlE INCI..UOill DRA'oYINGS,. SPE.CIFICATIOHS, WfAS. ElESl(.IISANO AfflANGBIENl& REP~~TEO THl:~IIY ARE ANO tiH.",Ll. ltloWN TH=-Pl1u~lY OF ifflM.~ ~ ANIJ,NO F'NCf THi;J<I;Of' l;.liH.l., IE OOPIED, DISCLOSED LO OTHEiiw.OR~ IN, CQNNla{.'TION, WITH ANY WORKORPf«,,,it;CT OTH~R TiiNl THla.:lilPECIHC PRO.JlaCT ~OR WHICH THEY HAIIE SEEN PFIEPNt=.CI MID DEi/ELOPED WITHOUl nF WRITTFN QONlFfC OF RRM l)f81G.._ Of«JlJF". Vll;IUAI Q;JNTN;T Wlftt n,Elll;iCJRl,WINliS-QN.~IF~Tuti..mw.t.~"1 TUT=-COJIICl,Uilll~ EVID~C~Of' ACC~AN.CE OF Tl-le.Ea. lE.:rm1cn0Ns. SUBMITTAL OF n,~ Ooct.li,ENU. FOR.PUW.Ch\;.E;NCY ReV,t?W ~NOT aE G0"'6l1JEIIED,,,, WAIVEI\ OF R-.t DESIGN GROuPS lo!Gh ra. RRM DESIGN GROUP COPY~GHT 2009 RRM is a California Corporation 12. LOCATE ALL VALVES OUTSIDE OF TURF AREAS.WHERE-POSSIBL-E.c-·-----------------------------------------------1-- 13. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PER THE OWNER. ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, CHANGING NOZZLES, AND ADJUSTING ARC PATTERNS TO ATTAIN 65% EFFICIENT UNIFORMITY AS REQlJIRED BY THE <WNE'R. 14. CONTRACTOR·SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL 2. HY'.)ROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLY OPERATIONAL 15. ANY CHANGES IN BIO-SW/\LE LAYOUT OR DESIGN SHALL BE REVIEWED BY THE LAIIIDSCAPE ARCHITECT F'RIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT LANDSCAPE ARCHITECT CAN REVISE PLANS ACCORDINGLY TO ENSURE DESIGN QUALITY. 16. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR ro BEGINNIIIIG LANDSCAPE WORK 00 THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILl:1ES F~M vrew. 17. FIIIIAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE RCQUIRCD TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARO. PIPE NOTES MINIMUM PIPe; COVERAGE SHALL BE AS FOLLOWS: A. PRESSVRE Ll"IES • LESS THAN 3• IN DIAMETER -18" COVER • 3" -5-112" 11\1 DIAMETER-24"COVER • B" OR GREATER IN DIAMETER• 36" COVER B. LATERAL LINES: 12" COVER C. SLEEVES VNDER ROADS: • B" OR LESS IN DIAMETER • 36" COVER • GREATER THAN 6" IN DIAMETER • 48" COVER D. SLEEVES UNDER PAVING (NON-ROADS): SAME AS A. ABOVE PRESSURE LOSS CALCULATION CON I ROLLER A (STATIOl\fA-18) • STATIC WATER PRESSURE: 80 F'S! • OYI\IAMICWATER PRESSl/RE: 72 PSI • PRESSURE LOSS SUBTOTAL: 21.5 PSI • OVERALL PRESSURE LOSS (72-21.5): 50.5 PSI -OPERATING PRESSURE OF IRRIGATION HEAD: 30F'SI • RESIDUAL WATER PRESSURE (50.5-30): 20.5 SLEEVE NOTES SLEEVES UNDER ROADS: • 6" OR LESS N DIAMETER. 3B" COVER • GREATER THAN 6" IN DIAMETER. 48" COVER • SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS): • LESS THAN 3" IN DIAMETER -18" COVER • 3"-5-112" IN DIAMETER. 24" COVER • 5" OR GREATER IN DIAMETER • 36" COVER • SCHEDULE 40 PVC CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE l"ISTALLED "'1 SEPARATE PVCSLEEVES - - - - - - - - - -... --- ------------------------ - - ---------------- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATIONOFPLANTINGAREA. "' -'-'-"-1-1'-'-'--'--'i; ~ """"' "' EK/ell . .,. ~s j s,,ptember 9. 2009- 11117570-IP.<fwg_ . --1107570 Hff L-1.1 ,.,, w l-o z oO 0 z w ~ ..J z 0 ~ S2 ~ - -~~bQ_~1~~~~~~~AD ~~ IMPROVEMENT Pl/INS FOR; CARLSBAD JOM" F!RSTRF:SPONOER mA/111/NG F'ACIUTY rRRIGATI()N LEGEND & NOTES . --AP_;..RD'.1~:.;~ 11-f':1-l~E'.. />l.UMMER ; .. ----· ··-hf,M-;,-~ - DEPUTY CITY ENGINEER PE 28176 EXPIRES J/Jl/10 OAC D\\N BY: XX CHKD BY: XX RV\ID BY: XX PROJECT NO. ~ I DR=1 NO. ' I I ---i ; ' ! A-21 '' I r ! ; I i I,· Ii I' ;/ I! j I /; I ' ' 1.5" 38.5 A-20 A-22 I 1.5' 6.5 /, /! Ji i-A----,.-2_3--t-, ~/ 1.5' 35.5 I ;/ // I ' I! /' ti l/ A-25 1.5' 22,4 A-26 1.5" 28.9 A-27 1.5" 21.9 A-28 1.5" 32.5 A-29 1.5" 21.1 I / BACKFI.O DEV PERCM PLA 4 A-32 ' 1.5' 21.1 Ii Iii 1 A-33 1.5" 39,5 A-24 1.5" 38.5 • "' 11-1 ' IRRIGATION PLAN 1.5'' 31.1 3,, ' 4 • • A-30 1.5" 6.5 A-31 1.5" 34.7 G]IBl NOTE: CHECK V/IJ.. VES SH/IJ..L BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAIIIIAGE -~-() --r--' ____ ,, ~··· -' POINT OF CONNECTION: B I I -1-. MAXIMUM DEMAND: 31.5 GPM I ' AVAILABLE PRESSUR::: 0 PSI (75 PSliBOOS"T:) PROVIDED BY: KIMLEY-HORN AND ASSOblATES [ ---------~1-+------__ -_-".-_--. w I-',,('• .. ---W -:-·-~11ec1 RECt.ArJi:> li \J ···-~ w R MAIN TO INLET. F WATE!RSTORAGETANK~ I CIVIL DRAWINGS. .. I''.] I : I I \ \ I I r~=r------------~96, ____ ._r_\ I i I 3: I ! ' I l+-1-1 i l A-2 2'" 45,9 ! ' !r i / ····-···-··-· .. -r -W· / / / A-4 A-6 A-8 1" 20.0 2" 44.5 1.5" 23.0 '----' ""--IRRIGATION CONTROLLERS LOCATED ON NORTH WALL OF COMPRESSOR ROOM A-1 A-3 A-5 A-7 A-9 1.5" 33.6 1" 15.5 2'" 40,8 1.5" 26,6 ---.::::.:=.::.:-_:.::--==--r~-~~~~;:;,.;:;;,'=""....,---------. ""7 . --;::::.--POINT OF CONNECTION: A ~ --· -::::------, d9, ,,,_~ ---MAXIMUM DEMAND:45.9 GPM \) ~-::::-----\ . ~ ---AVAILABLE PRESSURE: 80 PSI / >:.:: ------;-::=-, PROVIDED BY: cartsbed Munioipal waterDistrfot. 1" 8-7 1 I 1.5' 325! 1--- 8-6 1.5' 352 1 " 4.8 B-2 i 1" 6.9 B-1 1' ----....... '• 11 I ' \ ' r ft'F-J .' H::' , _0 ' ' -, ,. ,, ,, " I If !I ii " ,, ,, ~ i' "'~-, ·" ,',.. K'-i '"' •. )· •----i!C'stJC ~1'•··-, •. : icIBclll'~ ·::f,~';.H:f· ,.-~ ,,){.'"l:.Qtt2;.g F'ROVIDE 2" CONTROLLER---' WIRE SLEEVE ;la 4 .. 4 • "" 4 i¾" . ' . tl°1) /4n~·y "' A-16 1'" 15.8 1J" 1" A-13 1.5' 21.0 1" 4.0 A-10 "" A-12 .,, / / cr, north / / SCALE: 1" = 20'-0" \ Y,;::.:..~. ' ' / / .,... ~ .//_.,. . ' J ' / \/ I \ \ \ \ ll"IE LIIICUIO~ iaRAWIN,_, S~O.CIFICATION6, IO~:S. OESIGN8 Atr1D Af'IRANG~WTSHt:PRE::iENlEU THl:Rl:ilY AA!a.ANDSH,1,1.1.REMot\lN. TH~ ~l'I' l.J~ """'IJellQN OfWl.lf'AlllllNOf'AATT~Q' .!I.HAU. IIE C:CPIW, tJ15CW:.ii;D TO 0Tlfb"5 CR~ IN ~Nlo'o'TICN Wl7M ANY WORK QR PRWECT on-lli.R TI:IAtl THl;.SPECIFIC: F'RO,.IECT ;:'QR WHICH Tl-IE'!' HAVE BEEN. PREPARED MO DEVELOPED WITHOVf n-FWRoTIFIICOt,b'l,1-OI' FlAM DFSIGN aUJl,JP. V.slJAI (1t)NTN;TWITH neSE DAAWINaaO~ ~lt:ATICI\IS !ll-W..L ca,r.n TL.TE C0NCLLISNE EVIDENCE. OF ACC;l;~.lroNCE OF THl':SE rtES1R:ICTIONS. 81.EMITTAL OF TH~ OOOOMeftff& FOi\ ?UBUC AGeNCV AcVl!!W ShAf.l. NOT Ille CONSIOSU.O A WAilVl'!l'l OF lt"9A rlF.alGN <'l~lJl''S RIQ-!"TS. RRM DESIGN GROUP COPVRIOITT 2009 RRM is a Caltfornla Corporation ~ C ,_ ...I :::> OJ 1/) ~ < • ii ; w ~ ,. Iii --BRlAN HANNEGAN """""' ~ 0 -..I --0 0 N < O> I.I.< C, u z --"C :z Ill ~ .0 fh ,: I-Ill 0:: 0 w >-0 3: :z 0 = D. 0 V, ·c: wo 0:: 0 I-U) (/'J IO 0:: N -I.I. September 9. 2009 1107570-IP.dwg 1107570 ...,. .2 z ~. 0. z 0 -I-<( (!) -a:: a:: -· i I s:;T. I CITY OF CARLSBAD ~ •-ENGINEERING DEPARTMENT ~ .., , ::;;,M;;;P;;,R:;,;OV.;;;E;;;M_;,EN;;,T;:;;P/.NIIS;=;:;=~FO;,:;R,:=; =:::::=:::::::::::::::::::::::=::::::::==:..::==::: 9---~--:g--0~-" -~~ CARLSBAD JOl!ff FIRSTRF:SPOIVOCR TRAINING F'ACIUTY ~ :E rRRrGATroN PLAN ~ G) Dl'IN BY: XX CHKD BY: _XXAA..-1 RVWD BY: XX 75 EXPIRES J PROJECT NO. :!!UM () DATE' I DRAl'wlNG NO, . 463-1 w s. IV .i:,. 00 ... -> " , 1il ll E :;. ") " § "' "' ~ > ,g "' ~ .!, .. ~ <.i I R ~ ~ -§ it I ~ • ·"' _§, ~ I ~ 0 " e -• " il e -.. ,, l; it -~ ~ ~ • :'<: .i. ~ -, •• ~ i § ' I} • '< ~ ll' ,, 0 ~ ~ R fZ ~ -&-·- -i "' ->: ,-----------------:ro-tNCHLINEARLENGTIIOF WIRE, COILED .---------------WATER PROOF CONNECTION (1 Of 2) .--------------IDTAG .-------VAtVEBOX ---FINISH GRADEfl'OP OF MULCH ~~--Re'AOTE CONTROL VALVE 1;c;c;Jl.,---PVCSCH80NIP~E. SIZEPER PLAN. LENGTH AS REQUIRED. SCH 40 PVC ElL FITTING 3" MIii!. DEPTH OF 314" WASHED CRUSHEDAGGREGATE BASE. ONE (1) CUBIC FT. MIN. PVC SCH 80 NIP~E. SIZE PER PLAN. LENGTH AS REQUIRED. BRICK (1 OF 4) -.~-PVC MAINLINE PIPE :::=,---.;;;~ts;t:===:'7r::J~~ ----_ .. ----_.., __ SCH 80 NIPPLE (2-INCH LENGTH. NO'lc: HIDDEN) AND SCH 40 ELL '------PVC SCH 40 TEE OR ELL '-----------PVC SCH40M/ILEIID,\OTER '------------PVC LA'lcRAL PIPE PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ® REMOTE CONTROL VALVE --------------------------,,NT"'S,-- 1---------------TREETRUNK .,.----------ROOTBALL SECTION " • =i-.. ■ I ~ RWS DEEP ROOT WATER SYSTEM ASSEMBLY, WITAMPERPROOF GRATE. WlW' l'IYLON MESH TUBE W/ FILTER FABRIC !~~,-----BUBBLER NOZZLE (ABOVE ROCK) ON RISER, SEE IRqlGATION LEGEND .-----'1ATIVESOIL ',llf,l,~,Y,li-----314'WASHED CRUSHED I • AGGREGATE BASE ir-----SCH. 40P-.V.CTEESxSxT I • /a LATERAL LINE RWS SWING JOINT RWS DCCP-ROOTWATER SYSTEM ASSEMBLY, WI TAMPER PROOF GRATE. WRAP NYLON MESH TUBE FG ,-------------PLACE ALL HEADS 1/4" Al!OVE RNISH GRADE AT INITIAL INS'TALLATION. SET HEADS 3" AWAY FROM WALKS, CURBS, OR MOW STRIPS. TIJRFROTOR COMPACT SOil@ EA. HEAD TO 90% F!EL COMP. PERN.T.C. ,------SWING JOINT ASSEMBLY. SEE PLAN BELOW. ,--------PVC LATERAi.LiNE ,-----PVC SxSxTTEE Fl'TING LE~AS REQUIRED l PLAN VIEW 1. ALL PIPE THREADS ON SWING JOINT SHALL BE COATED WrTH RECTORSEAL T PLUS2 TEFLON PIPE COMPOUND OR APPROVED EQIJAL BEFOREASSEMBL Y. DO NOT USE 0 1PE COMl'OUND AND TAPE ON SWIIIIG JOINT THREADS. TIGI-ITEN THREADS UNTIL MODERATELY SNUG. DO NOT 0\/ERTIGH'l'EIII THREADS. 2. SI~ THE SWINC JOINT USIIIIG THE FOLLOW1NG CRf'ERIA'. • USEA3/4" SIZE FORA ROTOR W11H FLOWS LESS THAN 8 GPM. • LISEA 1" SIZE FORA ROTOR WITH FLOWS BE'IWEEN 8-11 Gl'M. • USEA 11/2" SIZE FORA ROTOR WITH FLOWS GREATER THAii! 11 GPM. CD POP UP ROTOR HEAD -------------------------"""'~r"'s,--· SCHBOPVC--~ NIPPLE NOTE: ,----------------30-INCHLINEAR LENGTHOFWIRE, COILEO ,----------------WATeRPROOFCONIIIECTION (1 OF 2) ,---------------IOTAG !VALVE BOX. SET 1" ABOVE FINISH GRADE 111 Tl'RF AREAS. SET 2• ABOVE FINISH GRADE IN PLANTER AREAS. SET FlUSH WITH GRADE lfol HAROSCAPE AREAS. ----1--1--1----------'--FINISH GRADE/SURFACE /;-,j±~-COINTROLLER WIRE (WHITE r=:;~~~-------.UJ~CO~MMON) . , NTROI.LER WIRE ("'ON-WHITE HOT). WIRE TOMASTERVALVE STA'!lON Ofol CONTROLLER(S), ~---\!--MASTER REMOTE CONTROL VALVE ~--tt--SCH80rYC Nll'f'LE ;lt---F'VCUNION --·--.,---x·-, BRASSMAINLINEF'll'EANO ;:~:f.~@~❖ ifii±:*~w· INGS FROM BACKFLOW --"LI._JJ""--"' .... -q.. NTOR. PLACE AGGREGATE PRIOR TO IIIISTALLATION OF VALVE BOX. '----... MIN. DEf'TH OF 314• WASHED CRUSHED AGGREGATE BASE. ONE (1) CUBIC Fl_ MIii! '----INATIVE SOil/TOPSOiL -®-M_A_STE_R_VAL_VE_-_______________ _ NTS 'iT'=,3J},~=nJA¥i( i ~: I "'TL UNION ir------VALVE OOXWITHLOCKING LID MARKED "P.R." ro '--PVC MAINLINE F'G .------------PLACE ALL HEADS 114" ABOVE FINISH GRADE AT INITIAL INSTALLATION. SET HEAOS 3" AWAY FROM WALKS, CURBS, OR~ S'TRll'S. -I++'-'-'-+++'-''-'+++'-----POP.UP SPRAY HEAD ++---------COMPACTSOU.@E/1. -OTO 90'11, REL COMP. PER 111.T,C. PI.ANBaOW I SWINGJOINT ASSEMBLY, RAINBIRD OR EQUAL SEE J.------'---~ '-Lr---,..::::::::::-: __ PVC LATERAL LIN: Lj,.. ----PVC SxSxTTEE FITTING LENGTH AS REQUIRE'.l , PLANVlcW ® POPUPSPRAYHEAD -------------------------....,.,NT"'s,-- ... ~------CONCRETE VALVE BOXWITH CAST IRON LOCKIIIIG COVER E!/llOSSED "G,V.' PER NOTICE TO CONTRACTORS. r-----SETVALVE BOX FlUSH WITH FINISH GRADE =----FINISH GPAOE .-~,,/--· r--,-..\'-F------8" 121 P.V,C. SLEEVE ffl" LOIIIG ~------COMMON BRICK. OIIIEAT EACH CORNER FOR SUPPORT. !-l-------1-112CURICFEETOF3/4" GRAVEL KEEP GRAVEL l lNCl-!ES ClEAROf MAIN LINE '------MAINLINE '--------SCHEDULE 40P.V.C. MALE ADAPTER I\T EACH SIDE OF GATE VALVE '-----------LINESIZEOGATEVALVE -®-G_A_TE_~_AL_VE _______________ 1 •=- 1 •--0•-- !,------------EXTENSION FOR 12"MET"RBOX. SIZEAS REQUIRED. .----FNISH GRADE ,.,.,...._.., !!ALL VALVE - IT .,. % % % %== · 11 ~11 11,1,,s,,11 11,1,,s,,11 11,1,,s,,,11 n-1,:s::,'I I I= WI FILTER FABRIC ..., 1 0 !',, oE =1lli;111~\\_11~\V1~',\l1~',\lh-rrl 11' PLAN ' \ v>J O --::a -11 r-.""'°'I 111--~ 11:,~,, II I/ n:.~-110~ "~-0 BRICK{10F4) = r;'c...?½---?:><? ?:><--~-. NOTE= ~ • 11-1>1,~ ',\11~ w,~ ~ r~ w.:111= l'RESSURIZEO-MAINU'IE P\'C PIPE. 1.USEPIPETEFlONTAPEONALLF'!P-E'lliREAOS. TIGHTENTHEADSUITTlL Q0 \..,,Q OQ Q()C ONECUBICFOOTOF 3/4" ,... ____ ++_+-:::::t!~7TT~ _S~~ CONDUIT SIZING CHART FOR 14 GAUGE UF CONTROL WIRES '"i-,,,C:.~--EX!ERIOR WALL OF ~UM6EROF 14GAUF WIRES,ALL INCLUSIVE 1.11 12-20 21-28 2S-45 46-60 24• MIii!. SIZEOF OONDtllT REQUIRED 1-114" 1-1/2" 2· 2-1/'Z' 3' ~ BlJllDING i--CONT!lOLLeR A~D ENCLOSURE. INSTALL PERMFG. INSTRIJC1'!0NS_ J-,--24VCONTROL WIRES IN RIG1I) 1-::r-d"-'I<-STEEL CON□UrT, TYPICAL PAIRED METAL THR~DWEATHER "ROOF OONDtllTS CONNECTED THROUGH WALL 'MTH RIGID S"IEEL CONOUrT. SEAL AROUND CONDUIT li'ISIOE ANDO\/TSIOE WITH AN APPROVED SILICONE SEALANT. FACE OF 1---i-.----11-1"'-..-....,;11,------J BLDG.OR t'"°"1'~1si!§r':::j,r-,;';';[§~~'rrfil EDGE OF PAVl'IG. ~ !NISH R.OOR OF BLDG. ----::;.ic===;=:[i:J=::~,------PVCCOATEDGALV. c LONGSW!'EF'ELL '---------TxSPVCADAl"l'ER NOTES: ~---------SCH.40PVCCONOOrT 1. CONOUrT DIAMETER SHALL BE PEFI SIZING CHART ABOVE. =NLARGE HOLE IN THE BOTTOM OF THE IqRIGATION CONTROLLER AS NECESSARY TO ACCOMMODATE A LINE SIZED BUSHING. 120V POYl'EFI SOURCE Sf!ALL BE AS SHOWN ON THE LANll8CAPE OF! ELECTRICAL PLANS. -©-w._,\L_L_MO_u_NTED __ c_o_NTRO __ L_L_ER _________ N_ 1 ,,,......,..... -®-N_OT_U_SE_D _______________ N .... T&-- ~-----VALVE BOX ~---FINISH GRADE COMPACT SOIL@ BOX TO !Ill% Ra.. COMP. OtllCK COUPLER VIit VE l---lllfMl'J!a'---S"IAINL~ STEEi.SCREW CLAMP@ MIN. (31 PLACES. ~---3'4'WASHm CRUSHED I\GOF!EGATE BASE. ONE(1)CUBICFT.MI~ • ~;;,.,~µ'----1"3SCHBJULE!!IINIPPLE. LENGTH />S REQUIREO 1"3-'!WINGJ01NT. leNGTHAS REQUIRE!>. RAINBIRDOR EQUAL NOTE: ' ~---l'RESSURESUPl'LYLIN!c. ~------114REBARSTAl<E2'1"LONG '------------l'R!'SSURESUP"1.Yt1Ne FIT'T1NG. 1_ PLACE AGGREGATc P~!OR TO INSTALLATION OF VALVE BOX. 2. OUICK COUPLER VALVE SHALL BE OF A TYi'& APPROVED FOR RECYCLEOWATER USE, Ql ~~DSCA-"1° ,':l~ERRo 1vffi THI:; LNGLuDW OR.oW.INGS. SPECIFICATIOt<S. IOEA6, DE.SIGNSMO -NtR11NGBolENl$ Rt:Pl'W>=NU:[) THl::Rl:6-Y ~N,i[) ShHJ. Fll:IMIN H•li PROf'l>RlY Of ~~!.>I CRDI.JPM#lNOF'AATlHl;RJ;OF ~ ~001'1~, ~BC~Cl TIJ.OllllaWB QH!,Jall, IN OONNEC"l'IUN. WI ill J>H'I' WORK ORF'ROJE;CT OTHER TliAN T..JESFCCIFIC PROJECT FO~WHtc,H THE=Y HAYE: 81::1:N ~ /WO D6/ELOPED WITHC>Ur n-f'WRITTFt.l(,()N6FWT 01' RIVo'I DF51G"'I =~-VISIJAI C(JNTAl:fWITI-l nEBE D11\Wlt,KWCIR SPEOIF~TU.S.SHIILLCOll:ll TIJTE:t:ONCLWI\IE E\IIODICI.. OF ACCCPTANCE: OF Tl IEfll=. fESlRIOTIONS. SLIIWTTAI. or THS>E DOCUMENT& FOR PUBLIC I\GENOV REVIEW SHI\LL NOT BE CONSIDERED ,I,. WAJ\IEA.OF RAU OF.SIGN GR.curs. Rl~rs. RRM DESIGN GROUI" COPYRIGHT 2009 RRM iS a California Corporation '.:i ffi II) < • --BRIAJril HAN"IEGJiN ...... iii' EK/CD >-I-c:, -..I .... -c:, 0 ('1,1 <( 0) u. < C!) (.J z --~ z Ill ~ .Q Ill ,: I-Ill a:: 0 w >-~~ 0 C 0.. 0 U) ·-w ... a:: 0 c:, I-<O (/) IO a:: ('1,1 -u. IJ&S:+ CD/BAH uiii.lt September 9, 2009 1107570-!0.dwg --1107570 u, ..I -~ ILi 0 z 0 -I-< 0 -a:: It: - MOD ERA TEL Y SNUG (00 NOT OVERTIGHTEN). CRUSHED ROCK. ,~µ.[rr=J.ll;:;= ~LJ 1-3W-CRUSHEO AGGREGATE l------2._L_OCA_TE_T_RE_E_BU_B_BLER __ O_N_ROO_'f_BA_L_L_SI_DE_O_F_ROO_T_CONTRO ___ L_BA_RR_I_ERS_.~-----1---------'NO-"-c.c'-=E=cS: __________________________________ 1-------IIIOTE:'---------------BASE,ONE(1)CUBICFT,MIN,, ______ ._ _______________________ _ -~ _cr_1ilNE~IG-~E¾N~~AD _ ~l -0-TR_EE_B_U_BL_E_R ____________ ~ 1 .=~,.-0~.- APPROVED FOR IRRJGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLACE AGGREGATE PRIOR TO INSTALL VAt VE BOX SO THAT THE TOP OF COVER IS 2" ABOVE INSTALLATION OF VALVE BOX. FINISH GRADE IN GROUND COVER AREAS AIIID 112" IN TURF AREAS. ----=@--PRESstlR!:REGt/t.ATtlR-IN-VAtVE-BOX: -...:...-@-----_-_EtAtt_v._'A_tve_-_------------......,,,..,,..,,,...- 1--=r.iJ· _---®--outCKCOt/F'tER- fMPROVEMENT PLANS FOR; CARLSBAD JOM' FIRST RESPONDE:R' TRAINING FAC/IJTY IRRIGATION DETAILS --AP DEPUT'I CITY ENGINEER OWN BY: XX CHKD BY: xx RVWD BY: XX PE 28176 EXPIRES J JI PROJECT NO. 3'a, I DRAWING l\10. . 463-1 ----------·----.. ---·--------_-__ -_-_ -_-_--------------c_-~- \ e------ ! ) -/· ~ ~ , iil " .. ~ ... "' ~ "' ~ ~ ,, "' ' ~ .. -I; "' I ~ ~ ~ -§ ii: ' < ~ " _,. _.; -8 ~ I ~ • l -~ • Q J -.. -s C ! b ~ ~ ! I s -'l ~ " s ii-ti! -~ t: -, " ii 1i '-' ~ ~ ~ -~ -"" .c.:; APPROVED FOR IRRtGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "'J NOT USED _\V _____________________ """""N"'rs,--@ NOTUSED -------,rs -------•---------------------------------- -"'I _N.;.OT_U.;.S_ED ________________ _ ~ NTS -®-[lf()T.;,.._;US_ED...;_. ------------NT,...S - ~ f8"TYP. I.. t 1~ JI,.-r:-ln-;Or:--d-:-er-1:--o-cCo:-o,-.....,--,Wo.,,..,-te,-"-;_ ~- RECYCLED WATER !NUSE 00 NOT ~NO IDJE DRl~K \Ji'J:,/tl AGUA IIA5M HA'85 KTEFf CONTACTINn UVE'SE'. SUS WAJolOS □l'!SPUES □E USAA f e• X 18" SIZE ,032 ALI.MINl,,M, ,060 ABS :!;,., ABS PLAS'T1C OR STJCK-ON VINYL SIGIIIS IIIOTE: SIGNTOBEATTACHEDTOPOST WITH VANDAL PROOF I-IAROWARE • :"X6" PRESSURE TREATED DOUGLAS F>R POST --1---SIGN l'ER PLAN •--+--'J/8'x4"LAGSCREWWITHTAMPER -"'l,,.•'----,....,.,.........1 PROOF~EAD \ ~ -®-R_E_CY_C_L_ED_'M_'l'l._J_E_R_s_rGN ______ . -------N-TS-- ~---------------LATERAL LINE, SIZEOFLA"!'ERALlllllE ! SH.'lll EOLIAl VALVE SIZE, lVP. VERIFY Sl2100 ON PLAN. _ .---------------MANIFOlDMAIIIILINE, SEE PLAN FOR 0 , SIWIG, n'P. ,---------REMOTE CONTROl VALVE, SIZE PER I / PLAN, TV~. SEE IRRIGATION LEGEND ~ /,--------ISOLATIONVALVE, SEE IRRIGATION ----_ -LeGE'ID. ~-{e)-•-------OUICKCOUPLER. SEE IRRIGATION ~-::roe LEGE~D. ',------__ .J _ - - - ------'i-SYS'TEMMAIIIILINE, 1 ' ', F'LAITTER PAVEMENT ; 4 EOG!: OF WALK, CURB, WALL ETC. MANIFOLD GROUP SCHEMATIC AC-LIAl VAL VE OOX PLACEMENT ~IES: 1. ALL VALVES SHALL BE RUN OFF A MANIFOLD GROUP SIMILAR TO THAT SHOWN IN ABOVE DIAGRAM. 2, ALL BOXES SI-IALL BE SQUARE TO ONE ANOTHER, ANO TO EDGES OF ADJACE'IT FIXED OBJECTS, '.l. ALL VAL VE BIOXES S"'111.L BE SET 2" ABOVE FINISH GRADE. 4. SEE IRRIGATION PLAN FOR IIIA!IILINE PPE SIZING, -©-VA_L_VE_B_o_x_LA_YO_UT ___________ IIIT"'"s-- 3x'sDIA LoF MAINLINE L ✓~--LAT!:RAI. LIIIIE -i -r✓ c( ;,~ 7 tll/::11T \!I II! ~ ::, I != TRACERTAPE SANDCOVER ""' _J :: t [ ~~z :----· ~ ~ ~ ~ ;,-J..Ll,--11/, 1/, ~ ~ f? _] ,.1U-u.. LL. ' I - ' = PRESSURE LINE ~ 1:'! 1!, ,:,. ~ i ! I=: <· _. .'. . 1J1 ',.,----POSITION CONTROL ~ '-' '=I ; : '<· ''.; , ,. V-'t WIRES IN LOWER LEFT Ci 11=: , •. :· '.-'•:IT ORRIGHT~ND C .. .-, •' . QUADRANTOFMAINLINE. --, ,11 -. i 'I !-Ii TAPEWIREATfO' .......,.. ·1 , .,._ INTe~Ats; oo NOT N SECIJRE TO MAINLINE. MAINLINE COMBINED WITH LATERAL LINE '-----SAND BED 3x's DIA Fl -ir--:-1-:".j ~,.,~~ . 1 ' WATERJET 15 °' ,;:; ~ ml ' BEDDING AND i ~ ~,1j ,., ');;; _ltl BACKFILL FOR ;". .,-7 ::; ""''-"'-;:,----PIPELINE _ " -' -::-'.I . ' INSTALLATION. -'I.----', i•=-1\· ~ =-TYPICAL FOR -I· ccc' --fl AllNATURAL ' F;,,--cl -' ' EARTI-1 EIACKALL LATERAL LINE FG 3X'S DIA. OF MATCH T"l'EAND GRADE .L MAINLINE L / OF EXISTING PAVING ' 1 , .~/2~ ~ //~ EXISTING PAVING --'-1'1=,', ,',,',',_-,',Ii'' 1,-·, ~~ILSLLURRV "',l.L -JI ,• ,: , ., •· . ccT,IL_,I; =or I-'I• ~•Iii•, "•-: ! •·•-•-r \ ';I '. ~j y . J,; i • I : :~:~:LEEVE, • .,; ~ .. : .. 11.,:.~: .· ,:_:.'::~;_,,',.rt :c!~~~~~~ING .., i': -' ' ' ' , -1 -LOCATIONS -'l ...... --'lr----,.1~..,+''::..·• ',<·•··., ,, ., ··ITT ~TT POSITION CONTROL z " ... =: j :_.,:•'·,. , -=1 j = WIRES IN LOWER LEFT , f'~T" ORRIGHTHAND Ll,, I Ql/AORAN1' OF MAINLINE l'l1T1-I CONTROL WIRE BELOW EXISTING FAVING MAINLINE. TAPE WIRE AT 10' INTERVALS; DO NOT SECURE TO MAINLINE. SANDB!D 1 3X'SDIA.OF L ~ MAINLINE . , , ~ ;S ~ ; t -·-, I 1----:-.. ~"",•,-,•, -- "., ..• ":; ,. 'Ii"-" II ' ,. ,, -"-"--+--TRACER TAPE ' .. ' I iC\,,_' •"--l, --1/2' CLASS 315 ''.',~ • ;~;;rE SECTION -----·- IRRIGATION LINE) '---'WIRE TAPED AT 1tr0.C, TOLOWER HALF OF PIPE .. ,~ "--~ ,.111 ... -1 i ~I. !:::.,--TRACER TAP: 3 ~ ~ i"( ~i-' ~--SAND COVER I ~ !i i § i'IJ!l[~=~c: -PRESSlmel!NE t 1' ,:: a: _,,, ___ -... 1 I_..!==~ _ OONTROL WIRES LOCATED UNDER ~ ~-----SUPBASESCJCK,;TOVERENDOFWIRES STEP1 ~ [2 ~ , o:! i=j i:-','<, ,,. ,,,., •'-= STREETSOROTHERPl'RMA~ENT '-----------STRIP WIRES APPROX, Ml"FROMENDS· .:; i!, "" .., i; •r=' ,.: ; __ ,.,•'. ' ,,. -IMPROVEMENTS SHALL BE INSTALLED -------------------------MST'TOOETHER------------------------------------------___ :::; 1 • • '· .• ~~ INSEPARATEPVCSLEEVES STEP2 SIEP3 STEP4 ' ,----------AF'PI. V SEALER TO OLTTSIDE OF SEALING PLUG FILL CAVITY WITH SEAL!:R ~ ' PUT C~IM0 SLEEVE OVER WIRE ENDS. CRIMP SLEEVE ANO CLTT OFF EXCESS WIRE --------Pl/LL BASE SOCKET OVER END AS FAR AS POSSIBLE ~ -----------PUSH SEAUNGPLOO INTO BASE SOCKET --------PUSH WIRES TO END OF BASE SOCKET TO J ASSURE OOMl'LETE SEALING OF CONNECTION '----------3M OBY SPLICE KrTWIRE CONNECTOR OR APF'FIOVED EQUAL. @ WIRE CONNECTIONS -------NIS srREE r SURFACE .. "" V///////////.' POTABLE SERVICE LINE (SEE ---. IMPROVEMENT DRAWINGS) "'-. R8:YCLEDWA"IER IRRIGATIO"' MAINLINE WI SLEEVE - ~Tl'l'OLAVERSOFTRACER TAPE SHALL RUN CONTINUOUSl Y ALONG ROUTE OF MAINLINE. ONE LAYER TO BE IMMEDIA"IEL V ABOVE MAINLINE PIPE AND ONE 12" ABOVE TOP OF THE MAINLINE PIPE. .. • '• ·.~ ·,) :.;:'-POSmONCONTROLWIRES 1-1:1--';;- IIIA!IILINE WITH CONTRD. WIRE -<' , L-1, 11- IN LOWER LEFT OR RIGHT HANO QUADRANT OF MAINLINE. TAPF' WIRE AT 10' ll'll'ERVALS; DO IIIOT SECURE TO MAINLINE. '-----SAN, B'cD LATERAL LINE wrr,i sLEEVE TRACERTAF'E SAND COVER MAINLINE Ir! SLEEVE, SEE IRRIGATION •LAN FOR SLEEVING LOCATIONS ITTS SIDEWALK---.. tc ~ 2'-0' CURB ~~ / ,,--METER BOX WI METER NOTE: l'OR SLEEVl'S UNDER ROADS: "6" DIA. OR LESS= J8•COVER -OVER6' DIA, 0 4B"COVER .--11->c'.::!--I---~--- POTABLE SERVICE llNE----1I 10' MINIMUM TO POTA!!I.E MAINUNE IN STREET NOTES: • TRACERTAPE RECYCLED WATER IRRIGATION MAINLINE WI SLEEVE 'IOTE: TRACERTA"E 1. VE<mCALCLEARANCEOF12"MINIMUMIS MANDATORVWHEN CROSSING ALL RECVClED WATER IRRIGATION PIPE AND SLEEVE'S SHALL BE PATH OF A POTABLE WATER LINE, INSTAL!ATIDN OF RECYCLED WATER • HIE INCWD!D llWI.WIN"'8, Sf'cGIF1'-"'TIOH6. IClEAf>, QEi;tGNfi ANU .t.RRANGEI.IEN'T.'I. REPF..EBENTl:O TI-EREBY ARE AAD 8lilll.L REl/\o>,1"- n,i; PRDl'ER'IY OF RRM DElllON CaiRDUP ANCJNO f'AlffUI~~~ 1eeo"18l, IJl!IC.osEll \001 Hc.RSOR Usal IN OONNiaCIION Wll H />H't' WORK OR PROJCC7 OTriCR THAN I HC 6PLClfl0 F'ROJCCT fORWHK:H TttE'I' HA\IE BEE~ PREPAliEDNID Dell~~ WITl10UT l'>E~ OONIEN.l' OF RRM =GN CROU'. \IJS~CCNTACTWITH n,eEDRAWI-O~!IPl=OlrlCATICH:i9hMJ.~ITl.lla.~ EVIDEN~Or ACCC?T~ocar THESE RE<JTRICTIONS. Sl.BMJHII.LOF rHESE DOCUMENT'& FOR PUBUCAGENCV REVIEW 6HAU...NOT EE CC~IDEli.EDA, WAI\IFR OF" RRM DESIGN. GROur·a RIGl-lTS. RRM DESIGIII GROUP COPYRIGHT 2009 RRM Is a Calrfornla Corporation I!! ~ < □ 0 ~ ::! ::) CD 1/) o'. < ~ • j " "' ~ 0 D !ii 5 ~ ~ c5 " ~ ~ ~ z ' ~ ~ i ~ ~ ~ ' ~ ti ~ " ~ g " ~ ~r BRIAN HANJrlEGAN September 9, 2009 1107570-r,,dwg ,.._ ....,. 1107570_ L-1.4 PURP!.E AND IABELED /IS SPECIFIED IN: IRRIGATIO'I MAINLINE 24" FROM FACE. OF SIDEWALK WILL PROVIDE THE "STANDARD Sc'ECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" NECESSARY 10' HORIZON"AL CtEARI\NCE FROM POTABLE MAINLINE IN CITY O.F CARLSBAD SHEETS 248 'CARLSBAD RECLAMATION RULES AND REGULA•IONS FOR STREET, OONSTRUCTION o~RECYCLED WATER MAINS" OCTOBER l!l93 2. TWO LAYERS OFTRACl'R l'APE SHALL RUN CONTINUOUSLY ALONG ROUTE ------------------~------n:F-MAIN~INE.ONIHAVERTOBE-IMMEDIATEU.V-ABOVEMAINtlNE-PIPE-AND-- ENGINEERING DEPARTMENT _ ~ IMPROVEMENT.P/.ANSFOR; ______________ ---1-- DNE 12" ABOVE TOP OF THE. MAINLINE PIPE. CARLSBAD JOI/VT FIRSTRESPONDER TRAINING FAC/1..rrY IRRIGATION DETAILS © POTABLE MAINUNE CROSSING ___ ----------------.-_-_-_-__ -_· .. • __ -_-_-_-_-------1-"=""1·-o--· ---@-PO...;;..T_A;..BL.;.E_S_E_RV_ICE..;.;;L;;;.IN.;;;E;..C;..RO,;,.;._SS...;;..IN;,;;G __ 1"=-,,-,-o,.-, _ APPR_Q~E9: WIW~LUMMER ~-/'.'.. ~ « l.t-tJ9-"'1 -DEPUTY ~I ~y ENGl~EER PE 28176-EXPIRES J/31 /1(} DA TE , DWN BY; xx I PROJECT NO, I DRAWING NO. CHKD BY: __xx__ "69& 463-1 RVWD BY: XX ____________________ , ___ _ V\ ~ 0 ~ '~ ~ ..... IV Ci) bo l.n bo 0 en -w IV I bo ,_. 00- ~ " , ~ I " ~ " "' " il "' " I .., .. -I; ~ I ~ ~ ::: -0 cl: .. § • 0: -~ I ~ "' ~ -~ c& e -"' ,a C § 0: -~ ~ -~ .!. ~ ~ -; " § lif ~ ,. cc b 0 ~ • " ~ ~ 2 -'-C, - al --;; PLANT LEGEND SYMBOL TREES 0 G) 0 0;:;:-. / SHRUBS 0 0 0 0 VINES V BOTANICAL NAME Arbutus unedo Caffit!temon eilrfnus Cen,ts occideniaHs Geljera parvfflora Lyonott'tamnus fforihundus Metmsldems eo,celsus Querrus agrtf011a Querrus llex Rhus<Mrie Exi"1ing Tree (To Remain) Exf!lttngTree (To Ba Reloee!ed) ExisiingTree (To Be Removed) Reloealed Oak Tree Relocetad Bottle Tree Amt""1aphylos densfflora 'J emes \IVem' Caenolhus Blue Cushion' GravHlea 1helemannillna Lavand\lla angustifolia S1relitzla reglnae Campsis radieans GROUND COVER ca""" barbeme Cemx tumulioofa Cistus salvifor1US Myoporum parvrr,,lium 'Pulah Creek' COMMON NAME SIZE QUANTITY SPACING REMARKS Slrawber,y Trne 24"Box 8 PER PLAIII SEE DETAIL D & H, SHEET L-22 Lemen Bottlebrush 24~Box 10 PER PLAIII SEE DETAIL D & H, SH::ET L-22 westem Redbud 24"Box 28 PER PLAIII SEE DETAIL D & H, SHEET L-22 Aus1rallan W!ffow 24"Box 5 PER PLA"I SEE DETAIL D & H, SHEET L-22 Catanne lmnwood 10 PER PLA" SEE DETAIL D & H, SHEETL-22 lllew Zealand Christmas Tree 24"Box 8 PER 0 LAN SEE DETAIL D & H, SHEETL-2.2 C<>Mt Live Oak 36"Box 4 PER PLAN SEE DETAIL D & H, SHEETL-2.2 Holly Oak 36"Bex 3 PER PLAIII SEE DETAIL D & H, SHEETL-22 SugorBush 24"Bex 9 PER PLAIII SEE DETAIL D & H, SHEETL-22 James West Manzanita 5 Gal. 371 4'0.C. SEE DETAIL B & C, SHEETL-2.2 Blue Cushion Ceanolhus 5 Gal. 271 3'0.C, SEE DETAIL B &C, SHEETL-2.2 Hummingbird Bush 5GAI, 268 5'0.C. SEE DETAIL B & C, SHEETL-2.2 English Lavender 5 Gal. B44 4' o.c. SEE DETAIL B & C, SHEETL-22 Bin! al' Paradise 5Gal. 28 4'0.C. SEE DETAIL B & C. SHEET L-2.2 . Trumpet Vine 5 Get. 42 5'0.C. SEE DETAIL E, SHEET L-2.2 Sant,, Fe Sedge 1 Get. 1,950s.f. 2'0.C, TRIAIIIGULA~ SPACING SEE DETAIL A, SHEETL-2,2 1 Gal. 2' 0. C. TR!AIIIGULAR SPACING SEE DETAIL A, Sl-fEET L-2.2 Carmel Creeper 1 Gal. 9,800 s.f. 24"0.C. SEE DETAIL A, SHEETL-2.2 Sageleal' Roekmoe 1 Gal. 1,250s.f. 4' 0.C. TRIANGULAR SPACl'-IG SEE DETAIL A, SHEET L-2.2 Cmeping My,,pnrum 1 Gal. 14,:ic50 s.f. 24"0.C. SEE :IETAHL A, SHEET L-2.2 PLANT LEGEND SYMBOL BOTANICAL NAME TURF 'v'v'vVVV'QVV '\i'',;,~<:/Vtl'vVV'v~ VV'vVV'v\/VtT HARDSCAPE Turf (Sod) Artlffolal Tuf COMMON NAME SIZE Tall Feseue Mix 'Mate!lrun 111' QUANTITY SPACING 12,250 s.'. 2,000 s.f, REMARKS SEE DETAHL F, SHEETL-22 THE IN.OLl.lUW LlliArnN.Gli. liPEOIFICATION.6, I0~6, IJES!GHS NI[) AR~GEMBIIT6 AEPRE6EN1E:l aERE&Y Al'll:.I\ND ilHl>U. Hl:MNN. THE. ~ CJF ~OESICN CA01,.JP ANOmJ F'MT TH~OF S..W... &ECCPIEO,l>ISOLo:.i.DTOO~OK~IN.~'llUNWll",I ANYWORKOA.P;:«JJECT OThERThlAN THE SPLC1FIC PflCI..ECT FOR WHICH THEY HAVE BEEN. PREPl'tREDIWO CiaVl:U.PEo. 'NITHOVf TI-FWRITTFN.CONFII~ OF RRM DFSIG .. GfIDL.LP. V.SUAI CON.TAr.r'MTH nE!BE ClAAWINGSOR Sf'E.CFO\lotS. a.w.L 00Nli'T TI.IT£ COtlC.I.EI\IE ~B~CE 01" ACCEPTANCE o.-nle!E IE,9.lJ:llc::TIONS.. SUBMr:TALOF TI-IESE ClOCUMENTS FO~'"'-JBUC r\C»ENCV FIIEVIE!W 5HI\LLNOr i;F CONSIDFRE:I:. It,, '.NAl"'EA..CF AM,! 1:.E5IGN, GFIIC.Ul"S RJGl-!TS. I Boulders (Retocetad from existing looolions OM!ile) ~8-10' DIA- 2'-4' 35% 4'-8' 30% 6'-8' 30% 8'-10' 5% EXISTIIIIG BOULDERS ARE FOUND THROUG'iOUT THE SrTE. BOULDER SIZES AREA"PROX'IMATE. RELOCATE BOUI.DERS TO DESIGNATED AREAS AS APPLICABLE, RRM DESIGN GROUP COPYRIGHT 2009 RRM is a Califomia,Corponetion , BriekF'avers PLANTING NOTES 1, PLANT UST IS FOR COIIII/ENIENCE OF CONTRACTOR ONLY, IN CASE OF DISCREPAIIICIES BETWEEIII THE PLANS AND THE LIST, PLANS SHALLP~AIL 2. PLANT LOCATIONS SHOWN 0111 THE PLAIIISARE OIAGRAMATIC. COIIITRACTOR SHALL LOCATE ALL PLANT MATERIAL UNDER THE DIRECTION OF THE AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING HOLE EXCAVATIOIII. 3. THE AUTHORIZED REPRESEIIITATIVE RESERVES THE RIGHT TO 'JIAKE SUBSTITUTIOIIIS, ADDITlONS, AIIIO OELETIOIIIS TO THE PLAIIITING LAYOUT AS WORI( PROGRESSES. ANY SUBSTITUTlONS OR DELETIONS SHALL BE APPROVED BY THE PLANIIIING DEPARTMEIIIT. 4_ ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED UNLESS OTHERWISE IIIOTED, 5. CONTRACTOR SHALL INSTALL A 3" LA YER OF 'STRIIIIGY CEDAR BARK' MULCH IN ALL PLANTING AREAS. 6, CONTRACTOR SHALL PROVIDE COIIICRETE MOW CURB PER PLAIIIS ANO SPECIFICATIOIIIS BETWEEN ALL TURF ANO SHRUB/GROUNDCOVERAREAS UNLESS OTI-IERWISE IIIOTED. 7, ANY CHANGES IN BIO-SWI\LE LAYOUT OR OES1GN SHALL BE REVIEWED BY THE LAIIIOSCAPE ARCHITECT PRIOR TO IRRIGATIOIII AND PLANTIIIIG IIIISTALLATIONS SO THAT LANDSCAPE ARCHITECT CAN REVISE PLAIIIS ACCORDINGLY TO EIIISURE DESIGN QUALITY. 8. COIIITRACTOR SHALL COIIIT ACT THE LAIIIDSCAPE ARCHITECT PRIOR TO BEG INN ING LANDSCAPE WORK SO THAT THE LAIIIOSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCOROINGL Y TO FULLY SCREEN ALL UTILITIES FROM VIEW. 9, PLANTIIIIGS LOCATED WITHIN BIO.SWALES SHALL BE FULLY KNITTED 1111 AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPAIIICY PERMITS BEIIIIG SIGNED. 10. SUBJECT-TO APP~VAL BY THE CITY LAIIIDSCAP!': ARCHITECT, POITTIONS OF THE CONSTRUCTION SITE TO REMAIIII INACTIVE LOIIIGER THJ\N A PERIOD OF THREE MONTHS SHALL BE SEEDED ANO WATERED UNTIL THE APPROPRIATE GROUND COVER IS GROWN IN ACCOROAIIICE WITH THE LAIIIDSCAPE MANUALSECTIOIII IV-E, SLOPE REVEGETATION/EROSIOIII CONTROL POLICIES AIIIO REOUIREMEIIITS. 11. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AIIIO APPROVED BY THE CITY ANO FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGIIIED BY THE CITY PRIOR TO PLAIIIIIIIIIIG DEO/IRTMEIIIT SIGNING THE PERMIT CARD. LANDSCAPE CALCULATIONS: Landscepe Zone: Tatel Pmjeet Area: 24 4,06Aeres Tatel Lendseepe Area: 1.25 Acres Landoeape Coverage: 31 % PLANTING NOTES FOR SLOPES Slopes 6:1 or steeper requiring erosion eontml measures as speelllad herein shall be lreated with one or more of the following planting 81an-: a. Standard #1 -Cover Cmp/Reinforeed Straw Malling: Cover emp shall be II seed mix lypleally made up of quick germlnettng and 'est covering grasses, clovers, endlbrwtld flowers. SUbmlt 1he speeilic oeed mix for City approval prior lo appllcatton. The caver ernp sholl be appled st a rate anti manner su'l!oienl to pmvide 90% coverage within 1hirty (30) days. Type al' relmoreed straw matting ohell be as apprnvad by the city and staked to the slope as reeommandad by the manufacturer. Reinforoad straw matting shel be required when planilng ooours between August 15 and Ap~I 15_ The oover omp andtor reimorned s'lraw mat shell be used the mmainder of the year. b. S1andat'!I #2 • Ground Cover One hundred (100%) pe,cent al'!he erea shell be plerrted with a gmund eover known to have excellent soil binding oheraoteristlos (planted from a minimum size of llatled material end spaced to provide full coverage within one year). e, Standard #3 • Lew Shrubs Low spreading woody ohrubs (planted fmm a minimum of2-3/4 inch nners) shell eover a minimum of seventy (70%) percent al'the olope feee (,rt m21ure size). d. Standard 114 • Trees and/or Large Shrubs Tmes end/or large shrubs shell ba (planted from " minimum of 1 gallon oonteiners) st a minimum rate of one (1) per two hundmd (200) square ieet Sfl'.lpes-6:1 orsteeperand: a, 3' or less in verfieat height and are adjaeenl to public walks or streets require at minimum S!andard #1. b. 3' to 8' in vertical helgl'rt mqulre Slandal'tl!I #1, #2 end #3. e. In exceos al' 8' in vertieal heigl'rt require St!lndarm #1, #2, #3, And #4, Areas graded _,then 6:1 require standard #1 (cover cr,,p) with temporary lnigstlon when they have one or mom al'ihe followlng eondlllons: a. Sheet gradad pads not scheduled for improvements within B months of oomplelion of mugh grading. b, A pm,,n11al P.msinn pmhl""' "" dP.!MniMd by the Cl!y. o. Identified by the City as highly viOible ereas to the publle or have speeial oondtliono that werrant lmmadlste -.,,,,n1, / • APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SEE DETAIL I, SHEETL-2.2 ,_ -I => ID ~ • g 11.J, E lit... lit... .. e ~ !:! Iii ~ iiiiiiiiiiiiiii ,1~ ► I-0 ::i ... -0 0 N .,. <C a, v, t.L. <C ~ 0 0 0 z -z -"'Cl ... z IQ .... ~ ~ ~ I-IQ (!) 0:: 0 w w >-..J i ~ i 0 C: -D. 0 1- (1) ~ z w O ::5 a:::: 0 0. I-U) U, IO 0::: N -u.. I I> '-1-1-+-HY-I-+-~ I ~ ....., ...... IRM HANNEGAN """"'"' EK/CO septemt>er 9, 2009 ti 1'07570-l'P .dwg ~ --1107570 § _,. ~~ --~bf-l~M£!G ~E~~~-4J}-~~- IMPROVEMENT PLANS FOR; CARlS8AO JO/f.frFIRST RESPONOF:R 'TRAINWG f"ACIUTY PLANTING LEGEND & NOTES ---APPRQ.VED-~LL/AM J;., fLUMME:R ~A •/. ".'_ .,,.., (l,_J/,, DEPlITY Ctn' ENGINEER PE 28176 EXPIRES J; DWN BY: xx I PROJECT NO. CHKD BY: XX 391!16 RV\ID BY: XX ----------- I DR=,NO. tn - l'1) 0 l'1) ~ ,... IV G) .i:,. ~ .i:,. 0 ~ .... w IV I .i:,. ,_.. 00 I f i I i ' + L I ' ' I I . , I / / / I ' ' I I I / / / I I I ! I I • • \ PLANTING PLAN ' I I / ;' I , / / =__,,., I I I 01.3 01.3 I • ' I I ' ' ' ! -.. --~n 01.8 01.4 - ---------- 01.6 ir---. , 01.5 -, ._ _ _. t·----.. •• ! RELOCATED TREE (C) I _, 01.2 .,,,... • • • "" CONSTRUCTION LEGEND KEYNOTE NUMBER I" ,., !~ iAt • ,0 DESCRIPTION GROUNDCOVER PLANTING SHRUB PLANTING Vl'IIE PLANTING TREE PLANTING TREE PLANTING ON SLOPE CONCRETE MOW CURB _ GREEN. SC'tE:'N- EXISTl'-IG TREE :,0 IO ·(]) north DETAIL REFERENCE DETAIL A, SHEET L-2.2 DETAIL B, BHEET L-2.2 DETAIL E, SHEET L-2.2 DETAIL D, SH:ET L-22 DETAIL H, SH:"ETL-1.1 DETAIL G, SHEET L-1.1 DETAILS.2'L&.24,.SHEET A-1.4. PROTECT IN PLACE • • \ • I • \ \ • I • • I • I I I I • • I I\ \ I \ Tl-IE INOI.UOfiU OAAWINGa,. ii~OIF!Cll'l TIOH&, 1Ct:A$, OEdlQMS AAID AIIMNGl!M~ ~-15119H!!.0 nt,!!.l'tl!!,'( AIU'! MO Sl'IAU.. RElll,OJl>l Ti-t=PROPiRTY OF RRl,l O~GAQUPANDNOPAAT n•~F ~ Ill;; COPIW, lllSCl,O;;ilall lO OTHacl OP. us~ .. CON"""' I ION Wint JINY WUrlK OH.Pf«JJ!$f CTHl:R TI1AN THESPECIIIC F'llOl~T FORWHCH TH~ HAV!::1:11:E:N ~0 AND ~',1;1.0Pl:DWllH.IIJT TIIS. WRITTEII. CXJNBENT OF RRMDESIGIII CAOIJP, \/ISL.Al,. CONTACT QITH 1'1,a!E CIRAWl"'3SOR3PEGFICA.'TIONS~COMS"JtTU'TEOQlioJLIISIVE EVIDENCE OF ACCE.~ANCE OF'TI-,EOC Rmrll.LCTIC~ Bllll,Mi ITAL.a" ThESEDOCliJIIENTS FOR PUfll..lGl,{JENC'( REVlew Srl"'LL Nor BE COlll::!il□Efili"□A WAIV-OF -JI.I DESIGN GROUP'S R.IO•!"rS.. ---RR'A DESIGN GROUP COPYRIGHT 2009 RRM is a Calffom;a Corporation "' ~ <'i " 'I-_. ::, CD f/1 ~ < • " m ; ~ u B -~ ~ ~ ~ • ii ; ;. i( ~ ;1 0 --BfMN HANNBliliN di DJ+ ICO/MK September 9, 2009 ........ 1107570 .... L-2.1 ~ a. C, z -1-z !lj 'a. CITY OF CARLSBAD I SH2~TS l ENGINEERING-DEPAR'IMENT ----· IMPROVEMENT PLANS FOR; CARLS8ADJOINT FIRST RESPONOER TRAIIV!NG FACILfTY PLANTING PLAN APPROVED WIWAM LUMM£R PE 28176 EXPIRES J 31 10 OWN BY: XX SCALE: 1" = 20'-0" CHKD BY: _x,._,x,.__ RVWD BY: XX PRO.IEC.T NO • :3118 DRAWING NO. 463-1 '•i;':;l -~·•i::,;f: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE · LOCATION OF PLANTING AREA. I 2 2 2 1 1 2 2 NOT!': 1 2 2 I 1 I 2 2 I ' 2 2 2 2 2 I 2 f ·' COLOR LEGEND: LAVOUTPLAN COLOR 1 COLOR 2 ..----------------------PLANTER AREA ..--------------2"THICKSANDBASE ,-----------COBBLEPAVERS-SEE CONSTIWCT!ON PLAN FO~ LOCATION r-CONCRETE PAVING f I OR EXIS:ING CURB GEO.TEX:ILE FABRIC !'IM:!!'1--CLASS II CRUSHED AGGREGATE 111 m ~m ~lTfc:c~~l;nl '!ASE , , ,m~~m'~I I 1~m · COMPACT=D SUBGRADE '--'--'----------------!'VCPAVER~ESTRAIN"' SYSTEM. INSTALL PER MANUF. 1"8TRUCTIONS TREAT TOP OF EXISTING SIJBGRAOE ANO/OR BACKFll.l WTTH PRE-EMERGENT HERBICIDE. -0)-'N_T_E_R_L_OC_K_I_NG_B_R_1c_K_P_AVE_R_s _________ 1·-=-1'.-0"-- PLAN RUBBER TREE TIE. FOUR (4) PER TREE LODGE POLE TREE STAKE, (2) PER TREE ~ WINO blREC1l0N :r ,---RUBBER TREE TIE. FOUR (2) PER TREE ,r--2" OJA TREATED LODGEPOLE 'REE STAKES 11- 1 (Ill I~ -:1111 i 11 , ,I-I-SET ROOTBALL ON NATURAL GRADE AT BOTTOM OF PIT, PLUMB TO GRADE.AT BOTTOM OF Pl"', AMENDED SOIL PROVIDE A 9' HIGH x 36" DIA. CIRCULAR BERM AROU~D TREE. ..-+I--ROOT!!ALL 112' ABOVE FINISH GRADE .L_-1 i_ 1-1 I . '-1 '_ffi =111 I b,,,...41--~,4.,.,.1.~~ 1111 11 ll I I I 11 11 , 1111) 1111111111 11~11111111111111 I ' i I l]TI 11:;;;J.I I l~c;....,..~~...,.;.I!: AMENOEDBAO!<FILl.-1 -11 [ SOILwmJRE SLOPE TREE ROOT!llll.l 2x ROOTIW.L OfA. ROOT COlll'IROL BARRIER. INSTALL ON ALL TREES TflAT ARE WrrT-flN5'0F •------------------------ !"IN TURF 3" I~ SHRUB AREA NOTES: ,---#3 REBAR, CONTINUOUS. ..--P.C. CONCR~ 5 SACKCRI/SHEO AGGREGA 'E 314' @2500 PSI. HEAVY FINISH. 112' MDIUS. TYP. A. 3/ll" ASPHALT IMPRE13NATED ISOLATION JOINTS SHALL BE PLACED @20' O.C. TRIM 114' BELOW FINISH SURFACE, TYPICAL ~-CONTROL JOINTS SHALL BE PLACED @10'0,C., TYPICAL. -@-c_o_N_CR_ET_E_M.;;OW....;;C.;;UR_B ___________ 1_"=1-'-0-" _ }MINUS COMPACTED AGGREGATE BAS£ N0'1-l'XPANSE FILI.. PER: ENGINEERING PLANS ,---LAY 18' t!RETIIANE CLOTH UNDER SEAM, TYP. GLUE SEAM PER , MANUFACTURE~S INSTRUCTIONS TURF AT SEAMS ,--SY'l!IIETIC TURF, APPLYf'FILI.. TVP. 2lC4 RECVCLE!> PLASTIC ~EADER, INSTALL 1 1" 3ELOW GRADE, STAPLE eVERY 4" .a· \!All HEAllER TO CONCRETE PAVING CONCRETE S C ON HAROSCAPEELEMENT. TURFATCONCRETEEOOE -::---POST;--ORfl:NCI:; ·-- NU~ERV STAKE 2 x ROOTBAI.L SET ROOTBALL TIGHT TO FOOTING REMOVE Ar-IV EXCESS CONCRFTE ----FINISH GRADE --PLANTING BACl<FILL • PUDDLE AND SETTLE TO SET PLANT AT FINISHED GRADE AMENDED BACKFILL SOIL MIXTURE NOTE: A. LEAN NU~ERV STAKE AGAl!IST WALL, POST OR FENCE AND FASTEN IN PLACE. B. REMOVE NURSERY STAKE AT COMPLETION Of MAINTENANCE PERIOD oq WHEN VINE CAN SUPPORT ITSELF ON POST OR FENCE. -©-V.;,;IN.;,;E;,.;P..;LA;,.;N;.;.T..;IN.;,;G;,.;Wl..;..;T..;H.;;S,;;,UP;..PO..;;..R;,;.T _________ 1 ,~-.,--0"-- SECTION ~ .. PLAN ~ WIND DIRECTION RUBBER TREE TIE. FOUR (4)PERTREE TREE TRUNK. LODGE POLE TREE STAKE. TWO (2) PER TREE. AMMENDEO BACKFILL SOIL MIXTURE ROOT MLL. PLACE ROOT BALL CROWN SLIClHTL Y HIGHER THAN ADJACENT FINISH GRADE ROOT CONTROL BARRIER. INSTALL LENc;TH SHALL BE EQUAL TO 2 TIMES DIAMETER ORROOTBALL NATTVESOIL -----ROOTBALL PLACE ROO'l:W.l SLIGHTLY HIGHER Tl-IA~ ADJACENT SOIL -----3'H1GHWATER RETENTIOII MSIN ,---REAR OF PLAmlNG ~TS TO BE GRAOEDATMAX.1:1 SLOPE. EROSION CONTROL FABRIC TO ~E INSTALLED UNTIL PLANTS 5STABt.lSH. AMENDED BACKFILL SOIL MIXTtlRE NATIVE SOIL -© _;;S;:;,.H;:.:R::;::UB~PLA:;:.::.:NT~l::.:N::::G.::O::.:N.::S::::LO:;,;P,.:;E;.._ ________ ':': 1 .::-. 1 ,~_ 0 ,:--_ FG -----SHRUB ~--ROOTBALL PLACE ROOTBALL SLIGHTLY HIGHER THAN ADJACENT SOIL. --3' HIGK WATER RETENTION BASIN II FG '"71 dm_l_ 11~,rs'~ ms· Ill;' J,, I ', =;1 "0~!.1-----AMENOl'O BACK!'ILL (I ~L~-~ h I NATIVE SOIi. 11 F "llS ,II ~ . - I ---JJ.§=fil;=ll - -® .....::S::.:HR:.:;U::;;B:.;,P.:LA.:,NT;.;.::.:IN,;;,G ___________ ~1 .. _'.:-:'r-0::':'· _ ... -®-®-©- ;' ; -®-@-~-------•GROUNDCOVERSflALLBE ©\ I @\ I ®-\ I $ TRIANGULAR SPACED PER _ I _ _ 1 \ _ \ 1 ', _ 0.C. SPACING ON PLANTING LEGEND AND/OR f'LANTING ; PLAN I-~/ -\ \ / /\ "-II""" -112 SPACING FROM EDGE OF WALK, BACK OF CURB, OR BUILDING FACE '----·EDGE OF PLANTING AREA THE INCl,.IJl)!:C.DR/1\Wll'I~ 8PECIFICATION$, I~. OEttoGllll6 ANO ~i;.EMENTS REPRE!Sl!Ntl!!O THEREBY AAEPoND SHlill i.FIMIN ni=FROF'ERT'I' OF -.! Ol;!IIGN GROUP ANONO ""'-RT Te!E~ !IHM,.I. Illa. COr'IW. lllSC~~ 10 CTluRS OP; USW Ito COMi.ECT .ON. W, rl1 ~y VVORKORPROJE:CT OTH~ THAN ThE SPEClflC PROJECT t-Olt WHICl-t llil:Y HAVE.SEl<lll P!U:PAAEO AND oevaOPED WITKOU'T' TIICI.WNIITi;II CONIIEillJI" □• -DcSt,'.;N. GIICJIIF', V~~CDN.TAC'r i\llTH TI-,~llHAWI-Uri.llF'.CS~IC4TIONS13Mi.L-~TU1E 00Mo::.&.U$1o EVIDENCE OF ACCEPl".+.NC~ Cf"Tr£SERES1'!.IC,~t,IS. 8USMIT'TAl(l('" TH~iac Utx.;UMENTS f'Oft PUEl~ICAGENCY I\E\o'IEW SrlALL NOT 61= !uOP4SIDeRE.OA\lllit\lVER OF 1R1UA OESIGN GROUP'.$ Rl('lHTIJ. RRM DESIG'v GROUP COPYRIGHT 2009 RRM ;.,. a Caltfomla CorporatiOn .. ~ < n 'I-:! ::> CD (I) .: < i:i • ~ > ~ ~ w ~ ~ 5 ~ ~ ~ ~ ~ t 1 i t '• 5 --BFltAM: HANNEOAff ,....., EK/CC> ~ ~ ~ • i! -. •• ~" ~o -' .... -o ~~ LL <C C) 0 z ~ z -g ~~ I-~ a: 0 w >-~ i 0 C C. 0 (/'J "C wo a:: 0 .... U) (I) IO 0::N -LL a: aw lcD/BAl-1 .... September !>, 2009 1107570-PD.<!wg .......... 1107570 ..... CITY OF CARLSBAD SHEETS 24B ENGINEERING DEPARTMENT = ETI = -REA~nOF"'PlM..,,.-l'"ING.,..H"'l""8""10"""BE"'G"'RA0..,,E""v..--------------~-----------J-------------------------------------1--t.PRQ\IIOE'-MlN!MtJM6"-CtE:AAANCEFROM-tOWEST'TREE--------------------l---------------------------~III-IMPROVEMENT PI.ANSFOR; _______________ ._ CARLSE!ADJOINT FIRST RESPONDER TRAINING F/ICIUTY ATMAX.1:1SlOPE. EROSIO~CONTROL BRANCKTOTOPOFTREESTAKE. -·-, FABRIC TO BE INSTALLED UNTIL PLANTS 2. INSTALL ROOT CONTROL BARRIER FIO;l: ALL TREES WITHIN 5' ESTABLISH. OF PAVING. INSTALL BARRIER ONLY ON SIDES FACING PAVING. @ TREE PLANTING ON SLOPE .. -. ... . .. _.;.;_;=,;_;;;.;.,;,;.;;.;.;;_,;;.;.;.,,;;,;;,;.;,.;;;. _____ -.. -.---.-----.-.-.. -... -_--_-NT_il __ --® SYNTHETIC TURF :-:-. _ _ _ __ __ _ __ ....;....;...,;;..;, ________________ NT"'s--@ TREE PLANTING -:-__ ------_,;.;.,;::;;,,;_;;;.;;.;,..;.;.;;., _______________ 112-· -_ -1·-0"'"--@ GROUNDCOVER SPACING ~-____ . _,;;.;.;.;.,,;...;.;.. _________ ....,1"'"="'r-0"'",-- PLANTfNG DETArLS APPR~VED WILLIAM f:,.'Y,)IMER ~.....&t,4, 'f'., /. ~-r ,-. ., .. ,~ -DEPI.ITY CIIY E.NGl~EER PE28176 .EXPIRES.J 31 10 DWN BY: XX CHKD BY: XX RVWD BY: XX PROJECT NO. "196 DRAWING NO. 463-1 -------~~--