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HomeMy WebLinkAboutDWG 804-5; ; FIRE STATION NO 5 PHASE III, 1990; 01-33I _/ /-_- t ~-------------------------------~~-___ , -·•. F' •·;C:'?f'."-'_· ~cc=:;;·· ;;,_-;~~-· ,. · r :,'~, -~/-_-,-;: ---,,-,--v --·~~---~-, . . ----'~ .. ----,----- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 29 / GENERAL NOTES These plans and specifications are the property of Danielson Design Group and shall not be used for any work other than the project shown herein. All work, and all construction methods and materials shall comply with all prov1s1ons of the Building Codes and other rules, regulations and ordinances governing the place of the Building. Building Code requirements in all cases take precedence o~~r the Drawings. It shall be the responsibility of anyone supplying labor or materials or both to bring to the attention of the Architect any discrepancies or conflicts between the requirements of the Code and the Drawings. C~ntractor hereby guarantees to the Owner and the Architect that all materials, fixtures, and equipment furnished to the Project are new unless otherwise specified. Con ·:rac tor al so warrants· that a 11 work wil 1 be of good quality and free from any faults and defects. Temporary barriers and/or a protective construction fence shall be provided where requirea by the Building Department and shall be constructed in accordance with the rules, regulations and ordinances governing the place of the Building. Sanitary facilities shall be provided and maintained by Contractor during construction per applicable regulations. Contractor shall arrange and pay for all tempora:·y utility services aid connections during construction. Contractor must verify all dimensions, elevations and site conditions and shall notify Architect of any discrepancies before starting work. All omissions or conflicts between the various elements of the Working Drawings and/or General Notes shal1 be brought to the attention of the Architect before proceeding with any work so involved .. General Notes, notes, and typical details apply to all drawings unless noted otherwise. All A.S.T.M. designations shall be as amended to date unless otherwise noted. Structural Drawings shall be used in conjunction with Architectural, Mechanical and Electrical Drawings. Framing conditions not specifically shown shall be framed similar to the details shown for the respective materials. Provide openings and supports for mechanical equipment, ducts, p1p1ng, vents, etc. as required. Refer to Architectural and Mechanical Drawings for additional openings and equipment not shown on Structural. All suspended equipment to be provided with approved lateral bracing. Do not scale Drawings. All dimensions are to face studs, concrete or masonry unless note~ otherwise. Provide 6" or 8" studs, or furring full length of room wall where required to accommodate plumbing and electrical installations. If existing facilities are related to the Work, the Contractor shall not disrupt the ~xist.ing sl:!rvir:~s or 1Jti11ties witl-101.it obtai!lir.g Ch.•.•~e!"1S prior approval and instructions in each case. Verify,sizes and locations of all mechanical equipment before construction of any bases cir pads to support such equipment. ' Verify all plumbing and equipment sizes before beginning construction of cabinets. The Contract Drawings and Specifications represent the finished structure. Unless otherwise shown they do not indicate method of construction. Contractor shall supervise and direct the Work and shall be solely responsible for all construction means, methods, techniques and procedures. Observat1on visits to the site by field representatives of the Architect and his Engineers shall not include inspections of the protective measures or the construction procedures required for same, which are the sole responsibility of the Contractor. Any support services performed by the Architect and his Engineers, whether of material or work, and whether performed prior to, during or after completion of construction are performed solely for the purpose of assisting in quality control and in achieving conformance with Contract Drawings and Specificati~ns, therefore, they do not guarante~ Contractor's performance and shall not be construed as supervision of construction. Contractor is responsible for total coordination between all subcontractors and trades. Unless noted otherwise,· all vestibules, closets, columns, projections, recesses, or other adjacent are.as within scheduled' areas shall have finishes as scheduled for the respective spaces in which they occur. Anyone supplying labor and/or materials to the Project shall carefully examine all sub·surfaces to receive work. Any conditions detrimental to work shall be reported in writing to Contractor prior to beginning. Commencement of work shall imply acceptance of all subsurfaces. Temporary bracing shall not be removed from any element until the element is capable of supporting its design loading. Refer to Architectural, Mechanical, and Electrical Drawings for depressed slabs, curbs, finishes, textures, clips, grounds, etc. not shown on Structural Drawings. Any material stored at.-the Site shall be completely supported free of the ground, covered and otherwise protected to avoid damage from the elements. The entire building, unless noted otherwise, shall be provided with an automatic fire sprinkler system 1n accordance with U.B.C. Chapter 38 and all other applicable codes and regulations governing the place of the Building. Fire-sprinkler subcontractor shall be responsible for the design and production of required drawings and shall obtain all required approvals and permits for the system. ~ire extinguishers shall be provided in cabinets at locations specified on plans. ln addition, Contractor shall provide fire extinguishers as required by Fire Department field inspector. • ••7" .,. • c-.--~ .-~--• •·--•,. ---~ --~-•--.---~ ·----,_!c__ ._,._; ,. __ ~-•" ._,_,- ABBREVIATIONS 118 AC A/C ACOJST AOO ADJ AFT ALl.N ALT A».'.ll AAC\-1 BO llEL SET BLCG BLK BLKG BM BOTT BRG BSMT CAO ce CEM Cl CJ CLG CLR co.. Co-El C(J',IC C[J,IST C[J.IT C[l'<TR D or DIAG DIAM DIM IJN DR OS DET DWG E EA ELEV ELEC El-ER EQ EWC EX!, EXIST EXP EXT anchor bolt asphaltic concrete air conditioning i:tcoustical addemun adjustable above finish floor aluminun alternate anodized architect ( ural) board below beb1een building block blocking beam bottom bearing basement cadmiun catch basin cement cast iron ceiling joist ceiling clear(ance) column combination concrete construction continuous or continue contra-ct (or) deep (depth) drinking fountain diagonal diameter dimension down door downspout detail drawing east each elevation electric(al) emergency equal electric water cooler exhaust existing exposed exterior ~D rJooi:-'1r~!n FEcai I oi<<l:2 ru~ ~\WitJ~ liAAt~ FFE finish floor elevation FI-C fire hose cabinet FIN finish(ed) FJ floor joist FLR floor(ing) FCC face of concrete FCF face of f lnish F~ face of masonry FOS face of studs FTC footing FLll furred(ing] GA gage~ gauge GI galvanized iron GL glass·, glazing GLB glue laminated beam GR . grade GYP gyps~m H high 1-B hose bibb fC HlR fill ff,! Hffi!Z lfl HT HVAC ID INCL INT !PS L LAM LAV LBL hollow core header hardware hollow metal horizontal hour height heating/ventilating/ air conditioning inside diameter include(d), (ing) interior iron pipe size long I lenqth] laminate(d) lavatory label LH LT LW ~ MAll MAX Ml '-EOi KO l£T -MIN MISC M) N . NAT NIC t04 tile t<TS QC 00 CFNG (f'P PCF PH A.AS Pcloll PSF PSI PVC R RJ\ RAD RD REF REFL REI>F REQ REV RH ~ RO R™ s • SC SEC ';F SHT SIM SPEC SQ ss STC STD srm STRIJCT SYH T TEL T&G Ht< TSL TST n,i TYP LC LNJ Lil VAT VERT VIN w IC ,0 WI l,f' l,R -4 re W/ W/0 v.c.c. vw.c. E.J. C-~-~ left hand light li2ht.eight masonry material ma:dm..m machine bolt machanic(al) mediun metal manufacture{er) minimun miscellaneous masonry opening north natural not in contract ncminal 'noise reduction coefficient not lo sc.ale on center{s) outside diameter opening opposite poonds, per cubic foot panic hardware plaster plywood pounds per square foot pounds per sauare inch polyvinyl chloride riser return air radius roof drain reference reflect(ed), (ive}, (or} reinforce(d), (ing) require(d) revision(s}, revised right hand room rough opening right of way south solid core section sQ.Jare foot ( feet) sheet similar specification(s) sauare stainless steel sound transmission class standard storage structural symmetry ( ical) trea:d telephone tongue and groove thick ( ness) top of slab top of steel top of 1i11all typical undercut unless noted other~ise urinal ~inyl asbestos tile vertical vinyl west, 1i11idth 1 wide water closet wood wrought iron waterproofing water resistant welded wire mesh angle at centerline channel 01w1er penny plate diameter square foot(feet) with without VINYL CAJ<Pf"T CoHf>",~,o>-1 Vlm'L ,..0.L~ COYE:~NGo oXPAH~IOt-1 Jolf.lT C.:,HTIU>~ JolNT OIHIN~ION NOT TOSCt\l.e VICINITY MAP ' •''.· ., ,~--.,, . ·-' "'t~i:"K; ' .'<'.;i. ll§~'¾.i l .. ' SYMBOLS·,< 0- 0 A e __ _J (12<---------- 0-- COLUMN GRID NUMBER OR LETTER WALL SECTION NUMBER SHEET NUMBER BLOG. SECTION NUMBER SHEET NUMBER SHEET NUMBER INTERIOR ELEVATION NUMBER INTERIOR WALL ELEVATED DETAIL NUMBER SHEET NUMBER PROPERTY LINE NEW OR FINISHED CONTOURS , EXISTlNG CONTOURS / xxxxxx WINDOW TYPE EQUIPMENT TYPE REVISION NUMBER CLOUD l'/JST RECENT REVISION WORK POINT, CONTROL POINT OR DATUM POINT NEW FINISH GRADE DRAWN @,45° EXISTING GRADE SHOWN HORIZONTALLY TOP OF WALL TOP OF CURB TOP OF PAVEMENT ~. , l~l~~sr-FV~~ CONC. BLK. SEE STRUCT'L. DWG'S. FOR THK. LEGAL DESCRIPTION JOB ADDRESS ~L-'?'~D "?'\A:= I'( aa=t,fT~ 1 ~ !II -;;.SC:,O oRl:?N WAY CARl.'5>01-,D I CA.LI F "'1~ CODE DATA GOVERNING AGENCIES Building Dept. c1T1"" o-F cAF,t..<Se-.D Planning Dept .. Gi'TY or CARI..SBAP Health Dept. __ t-.1,;_,...,....,....,---,-c:--,-,,..,----=------- Fire Dept. Ol"TY OF ~:S-E!,AD Road/Traffic Dept. c,"TY c1f" O"\RLG e,,..p · Other _________________ _ GOVERNING CODES r"\6 ::i UNI ~ eu::e,., c=::>E. BUILDING JUSTIFICATION Occupancy Type e.-2 ., Fire Zone N1?t Type of Construction ~SL~-~N _________ _ Actua I Area I '2. , 1 ODJ ~ z&. PT + 0n.. <;f. 1-\0SE'TON Exit Req'd __ '2-___ Actual Exits Width Req'd z' Actual Width e-l Allowable Area Basic Fire Zone Increase -'-"-'-"''---------- Side Yard Increase -'"-l?T'""--'~7i~~~~----- Sprinklers >< 2..:: e,p?CJ ~ FT· Total SITE JUSTIFICATION Actual Site Area Bldg. Area IZ ,10<1 '="51, PT Percent Coverage ____________ _ Landscaping Req'd ---------~---- LandscapiF¾j Provided ___________ _ Parking Re'q'd Parking Provided 27 -+ 4 v 1 ~-ra: ~f'PE::$ REVISIONS DA TE DESCRIPTION -"7 ·-------. -......,..,....----_ ..... _.-·/,> SHEET INDEX c;IVIL-DPAWINS6 C-1 &R.ADIN.S FL.AN ARCHITECTURAL DRAWINGS: A-r SITE PLAN AND SITE DETAILS A-2 1/8" FIRST & SECOND FLOOR PLANS, 1/4" LOCKER ROOM, SHOWER & TOILET ROOM PLANS. A-3 DOOR, WINDOW, INTERIOR FINISH, COLOR & HARDWARE GROUP SCHEDULES. A-4 EXTERIOR ELEVATlONS, HOSE TOWER FLOOR PLANS & ROOF PLAN. A-5. INTERIOR ELEVATIONS, I THRU 41. A-6 INTERIOR ELEVATIONS, 42 THRU 72. A·l INTERIOR ELEVATIONS, 73 THRU 78 AND CABINET DETAILS A-8 BUILDING SECTION A THRU G A-9 ROOF PLAN AND ROOF DETAILS A-10 FIRST & SECOND FLOOR REFLECTED CLG. PLANS A-11 ARCHITECTURAL DETAILS STRUCTURAL DRAWINGS: 5-1 GENERAL NOTES AND TYPICAL DETAILS. 5-2 TYPICAL DETAILS 5-3 FOUNDATION PLAN & FLOOR FRAMING.PLAN S-4 ROOF FRAMING PLAN S-5 HOSE TOWER FOUNDATION, FLOOR FRAMING PLANS S-6 STRUCTURAL DETAILS PLUMBING DRAWINGS: P-1 PLUMBING-GENERAL NOTES, SCHEDULES AND DETAILS P-2 PLUMBING-SITE PLAN P-3 PLUMBING-FJRST AND SECOND FLOOR PLAN, 1/4" LOCKER ROOM PLAN MECHANICAL DRAWINGS: M-1 MECHANICAL-EQUIPMENT SCHEDULES, LEGEND, AND GENERAL NOTES. M-2 MECHANICAL· FIRST AND SECOND FLOOR PLAN, ROOF PLAN M-3 MECHANCIAL-DETAILS AND CONTROL WIRING SCHEMATICS ELECTRICAL DRAWINGS: E-1 ElECTIRCAl SITE PLAN E-2 FIRST AND SECOND FLOOR LIGHTING PLAN AND HOSE TOWER LIGHTING PLAN E-3 FIRST ANO SECOND FLOOR-POWER PLAN ROOF PLAN-ELECTRICAL E-4 SYMBOL SCHEDULE AND FIXTURE SCHEDULE E·S SINGLE LINE DIAGRAM AND PANEL SCHEDULE. L.ANDa:AFE PPAWINS-S: L.-I 1..AN ~ Ft../\N"T I Ns Pi-AN l,·2 f\-r"NTI Ne PSTAI L--S l,-3 I PP.IG'\TIO!'J FLAN t..-4 IRF"-l&A,~ r:ETAIL& DIRECTORY CARLSBAD FIRE DEPT. MIKE SMITH-FIRE MARSHAL 1-sHE.tr I CITY OF CARLSBAD' j'H111_'j ENGINEEIIINO DEPAIITIIIENT . · -·: ·. : t \ .. ,I ' . . .. ,:: -~ '.•::' ,:•:~~ • . AaVIIIIONa ■Y . .. ·' ; •--I RF ,---~-----~ I • # ' " II , -ra:,i;.eo ~ JOINT ,t,r\ f-"fa'/ING ,..Jc?ii\fT5 I r f,,,· ¾A L-e: , ,1;_ ' . ~. 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C.,,-11 ·"i'O DRAWN p,>e;,, Ct-lECKECI DATE 2.3 Pee,, ~B .JC ■ NO. e,;::,27 , IC BHliiliiT & J.\-1 CFH BHEETB / / / as::::. ./ 71::'-e , 141- =----------- ~ __ _J f,0. '7, Ha,...,,la,;._..i.. i -~ ~-~ 4-Jf'\ ,_i, -, f-----+ ' ' 2r--W'!-~•-l J r:e-~ I--- o'!1r;~..3'- ~I'!' flN.J ,4-M/W;x;R.-i--~ j l~=-e-----~~~-~ r----- Wwtt w -1--H -~ i I FL-AN 1.b ,_ ··------··---- F.a.M. ' _(__ - -tl) I: n: ~: ~ 11 t -~ i I t ~. ' ' --(G)-=i -\:\, ------;. _, I N: -'i\')1 (') ' _, I ' ' . ;-j \ ' ~i ---;,,, i -~ : ISII ______________________ -_c;,\-4-"i;)' 1-'st -----------------------Q)-~.- I t-k:JF(.TH ;+0-"""'"""" ==-"" -----.----=--= -i: dtto.,:;,,.e,' 1 ~L--- ~------- 1, o'HD. C,Ab, -=i----- lcm,-, ,:,rvD I ! FWHBIN& -~----. -ly,,IAU-, ~~~~-'--31> 11 ... ! ' TO I LET ROOM / ~A:..a, v4-l1:c::1'-0 11 L.. 0 C I"-, E:. P-,. = ifl _, J) 72:'IL-ert~ ~WR,""-,. 11 'V I I '·, __ .eetJic:;ft- ~=lh-,-,1-.1. ~[A.Jc,)-;·;~~ I v.c.C-: ~ c.N l-AR.r>E: D -() - ., . .J i l'- "'1-s 1 ·-, FL C7 o fl-. P L-A N • ' . Q ;: '. I c.of'-1!'- l i 0 J Ct::'l'<R, ~Os' ('.) -_, 1.-,i-+~G, ~TUD ~ l,.IA..U. r,:,e E:t.ec:. PAl-lEL. Fl'<II/TER ~ HA<::>HROOM ACC E S'SOR!t:S CD ® @ B-2b2 -5/J!<i'; M1P, PAP!:of< TOI-JEL ~~A,:i-1'6,E~ B·l32 -ft:>l--lb~p ~ ptSFENSER ' 13-288 -5Uli::'F'ACE HolJt-lTEb MULT!-li'::OLL TOIL!:; T Tl":>SUE Dl':>f'EN?E: P. 1=>-8Z21w-LAVAW~ HOUHTED 'X'AP DI '::>F'S t-1 ':> I:: la: -_ ~-Z18' -':>!11<$'ACE. Mol.NTl::b ~L UI?._.. B-3i44-l'\ECE<:>'SEb ~ 10HB. DISF'E: r-15ER B-112. -LiaU i 17 5o,t,,.;p Pi6pe:f-ls,e~ ~-211 -1-EAYl' DUTY ~OBe HOOk 13-'172 -Sjj:.f.A.CE MOUNTED '?OAP bl':>1-1 e,_.,,,3 -TOI--Jcl. ~ B-223-?TAINLe:-5 ':>TEEL-HoPAND e.RooM HOLD~ B-348 -R:!SC5'SSEI::) ?'l'AINLS''e:>~ SiEEL t-1a:,;,1c11--1E ~NET" 13-l@IS-f!<A."'i'l::b Ml~ NOTE:SEE. !t-1~~ aEYATIOI-J ~ MOI.INTlfJG Hl=lGHi ALL AccE ~'!>Ot'l:1~ Aic:e 1~1cK 1 U.N.O. REVISIONS BY ':fr, A5 ButJ.T.j L.1 -(a· i:J. ·'1'0 1/) -~ 0~ Zz u.: . LU -, .J Z U< • 0 o>-a --1-< I-UJ m L.I.. Cl) < .J <CV") a: 1-. < 10 "'= > -< WLU3: a:-~~ I a: LL a.. O· ' ORAWN F,A.e, CHE.CKECI CATE j '2.3 ~-et,' J-C ■ NC. -~2.-ld IIMEET 0F lilM■•T& l;<._ ~~ -,·· . .,:: / . DOOR SCHEDULE '1., r""'-ir--,------r--,--,------'T"-r--------,--,--.,...------------1 MATERIAL DET-'ILS a: w m ~- z Z-, .-0 -I-. cc CJ 0 ..I . SIZE (NOMINAL. [X;OI\\ '5fZE=. I Cl) tn w z ~ 0 -:::c I- w a: 0 0 w ::E < cc I.I. w a: cc 3:: C ~ a: ~ cc I.I. :c C < w :c C ..J ~ (I] w cc :c I- CJ LLI ~ C. I-> cc ... a: r !00 5-o'X:71--i.~ ,~/411 -~D. f'-1 H.M P-1 r !55"/A-1i "WI.' W/A-1\ E: f-.1.P. a JCI? 3'_;;,x41,t,• I "l.4' s.c.. Hb LF<6 K p.5 Rel '.2-~{I\ i' ;1' -A Hf<. 'L 10.Z _ ':>'ca'E'd.t:L_ _ .L~/4" ,;.,b. HD t.f<5KD.S_ P-1 ~ 2.4lA·ll 1.4,'AII -A HR 5: I03 °-S,,o'?i,v,~-::_, -l ~~ 4,t,. HQ ,1"2 .:.i::,;~ f--l 3 24/A ii 24/A·lI -A f.!J:: REMARKS 10_ 128 3~b"x"7'-B" I i:1'4' -HM.~" HM-·1-1 B 2YA·II 23/Al\ ~All D IHI<. ~l.~~ ---r;.~\ 11 "112 ,_:::i'-b.'xt,:,5Y i c/4' ?C. HP LP-, KP~.P-T S, 24/Ai\ 24/Ail -A N.K WINDOW SCHEDULE' DOOR TYPE E-"""t-<El. bl<:. i-1/GI--. t,..HEL. F-HET COIUN& Dl<:-- H;Vl-:>IOH '=>1.0T'5 , SEE. EXTS?-. EU=v'. 0'='> Aee,REV1A1'l0N L.i<:;,1 HOOP ---------HD HOl.l..O...J Ml':.TAl.. -----H H. F,11.JHTEb FIHl'?'j------~ (~ FU< ft,,,NSs-0~ SC~Et:l/ ~H~ ---------~z 1-fOT~"fa=, -------N.R. Kf.lOCK DOl,/N ':iTEEL FRA.1E--Kt:r:':> fii',E:lVR'f Aw.:,1-+ Q?LOla:. ---F"F,C. 'SOLID a:>~Eo ------<;,,c. STEa/f;&..CTo~Y Pr<JHEJ ----5TL. \!'i?R ~!HT FIH .---- f,i.Jf<: =o~ -------Pfi1. HO"LCH ~E ------1,1,c;. G"-AUGE. -------.. G,o,... LAHI HATt'..b Fi.A~.,..,.C ---L.F' AHl::,H /5cc AJ: Pl.AH t.a:>wR.) ,~- AI.UMIHlJH(PAi!-freD AN.---AL--~ ":>Fe>Clf"ICA-TIOI-I::>.) ..I < -a: w I-> CC LL1 :E ~ MANUF. COLOR SCHEDULE ------. - . 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PROVIDE EASILY IDEHTIFUBLB HARIERS AT ALL cm/Irr STUBS, • 6. CONSTRUCTION AND INSPECTION WILL BE PBR UTILITY- ISSUED DRAVJHGS AND SPECIFICATIONS. 1, COORDINATE UTILITIES WITBt A, SAK DlEGO GAS & ELBCTRIC 5315 AVENIDA ENCINAS CARLSBAD, CA 92008 HS. LOIS HIGGIN'S (619) 438-6080 ~ 8. PACIFIC BELL 7337 TRADE STRE!T • RM.. S460 SAM DUGO, CA 9212-1 MR. JOE MOWrnR (619) 586-3848 C. nAN[ELS CABLEVISION JHC, P,O. BOX 344 CARLSBAD, CA 9"2008 HR., WALTER JOHNSTON {619) 4JB-77lil • COMPLIANCE STATEMENT, ·' THE STANDARDS OF C,A,C. TITLE ~o· AND 24 HAVE BEEN REVIEWED, THIS BUILDING IJESIGli COMPLIES WITH THE ' - STANDARDS, . . v½L ,. :-: , . •!'IJ;,.~' ~i""""T, ..--';;-,= .11ale Xarja a ,E, Ca, .i.1~, B-,~3~ ·-Electrioal·Eaaineer · Dale Iar jala & Aasociateo, •Inc, (714) 751-1851 . t REVIBICNB BY .t>.'>-~UILD OW~. l'l. • DI -'la, DLB - • • I ls • LL --I c( 0 -C < m (/) -I a: c( 0 >-c( WL.U~ ,_,.v,z ... -<( 0 LL J: a: c..o =>HE£ f 11TL-E. : '611lt A.AH -~'ll&AL OF DRAWN c.n CHECKED D.K. 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CHARGER & CRANKCASE HEATER) WOODHEAD #9383 CABLE REEL WITH 25 FEET OF 3 112, AWG #Jl JUNCTION BOX #1433 20A 3 CONDUCTOR PLUG (85874 RED) VOLUME CONTROLS ARE FOR MUSIC/ RADIO/PAGING SYSTEM:. @ 'o/ · DISPATCH SPEAKERS DO NOT HAVE VOLUME CONTROLS,@1 Q,, • ·,-...=.::_' i A-3'4~ 3-c.,. 3/-4 "c:.-:!,~8' :Z. wP 108V,3tti 17-2 FLA f--"'-"-+- 40A,~P (,, 'l.PBv. ~<f '.1.1-1 ~LA ?OA,3P &, wP "-L...--' ,o sw1-r,:.,11 tJ APPAf>A--rLIS RM· _____ ,,_ ::14, V. i;-2,1'e,-~:t:ho ---------0--10 -~ 1'7.W, l,p I/<> IP 20/:>...1 tP --(~) IU>V. I~ 1/4 ff' 7.0A, 1 P 1wv,1,P i/4ff' 'LOA~ 1P 1M C.l'.IU\K, "Jf'AC.£) NOTES: 1. VERIFY EXACT LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS. 2. VERIFY EXACT LOADS FOR AIR CONDITIONING AND WATER HEATING EQUIPMENT PRIOR TO CONSTRUCTION. 3. ALL EQUIPMENT ON THE ROOF IS WEATHERPROOF. 4. ALT. FUSES FOR FUSIBLE DISCONNECTS TO BE SIZED PER EQUIPMENT NAMB~LATES, TYPE RKS-TD. 5. 1/ 2" CONDUIT FOR CONTROLS. SEE MECHANICAL DRAWINGS FOR CONTROLS AND OTHER WORK REQUIRED BUT NOT SHOWN HERE. 6, ROUTE. ALL CONDUITS TO ROOF TOP UNITS WITHIN ROOF TOP UNITS ANP HORIZONTALLY THROUGH ATTIC SPACE. & / -~ IJ:Ll.&:;,t:', -,:::~-re,oi---<a, - ~-rr. Au.. Ll f-11 T<,) f M~-<1 j ' REV11!HDNS A~•BWLO DWb."?. l'Z.·O<>·BS zc,__ 0~ [J) C>'.'.: __J I...) LU -z Zu <(vi Oo II) • u. -...J <( (.) -C <( m fl) ...J a: <( (.) ";, t-1 E:"' -r ,,-n..e: ' I ST~ z •0 . f'W.:,DI" - E.t..e:i::...T~.:::.A.L. R.-"-"F -!S'-=lKI ;AL- CRAWN "". ,-.,J CHE.Ct<ED D.t'--.·-- OATE l 2--e> I • £,, ee ·..10• NO. ¢0Z Z . I O SHtllliT E-3 OF 5 SHEETB i. FIXTURE SCHEDULE TYPE LAMPS VOLTS DESCRIPTION MANUFACTURER A (2) 40 WATT 120 WALL MOUNTED INCANDESCENT LITE-TREND A-19 OVER-THE-MIRROR FIXTURE T6072-6 B 50 WATT 120 TRACK LIGHTING HALO COLOR AND FIXTURES 1651 BY ARCHITECT C (2) F40Tl2 120 2' X 4' RECESSED FLUORESCENT PRUDENTIAL RS/ SS WITH PRISMATIC LENS -T-BAR P-8622-48 CEILING RS-PRA C1 (4) F40Tl2 !20 2' X 4' RECESSED FLUORESCENT PRUDENTIAL RS/SS WITH PRISMATIC LENS -T-BAR P-8624-48 CEILING RS-PRA DT ( I) F40TI 2 120 2' X 2' RECESSED FLUORESCENT PRUDENTIAL URS/SS WITH PRISMATIC LENS -T-BAR P-8621-48 CEILING TANDEM WIRE RS-PRA-TW (SPECIAL ORDER) D2 ( I) F40TI 2 120 2' X 2' RECESSED FLUORESCENT PRUDENTIAL URS/SS WITH PRISMATIC LENS -T-BAR P-8621-48 CEILING (SPECIAL ORDER) RS-PRA E (2) 20T6 1/2 !20 EXIT SIGN WITH MOUNTING SURE LITES EQUIPMENT AS REQUIRED R-1-01/G , NOT' USSD F, (1) F96Tl2 120 B' SURFACE MOUNTED FLUOR. PRUDENTIAL RS/SS WITH WHITE ACRYLIC LENS P-1221-96 DL AS NECESSARY RSTW-WA - G 100 WATT 120 RECESSED FIXTURE WITH NUTONE A-19 HEAT, INCANDESCENT LAMP 9422 AND SWITCH H ( 2) F40Tl2 120 2' X 4' SURFACE FLUORESCENT PRUDENTIAL RS/SS WITH PRISMATIC LENS P-1802-48 WHITE llODY RS-PRA I 5.,, WATT 120 RECESSED ROUND INCANDESCENT HALO A-19 WITH COILEX BAFFLE H7-410 J 50 WATT 120 RECESSED ROUND INCANDESCENT HALO A-19 SHOWER LIGHT WITH LENS H7-70 KT (l) F96Tl2 120 8' FLUORESCENT STRIP PRUDENTIAL SP 35 (KITCHEN} AREA COVERAGE P-RE-111- TANDEM WIRE BALLAST 96-RSTW LT (1) F40T12 120 4' FLUORESCENT STRIP PRUDENTIAL RS/SS AREA COVERAGE TANDEM P-RE-111- WIRE 48-RS-TW . , L1 (1) F4DT12 120 4' FLUORESCENT STRIP PRUDENTIAL RS/SS AREA COVERAGE P-RE-111- 48-RS L2 (1) F36T12 120 3' FLUORESCENT STRIP PRUDENTIAL AREA COVERAGE P-RE-111- 36-RS f-JtJ"T U0e:.D M (2) F96Tl2 120 8' SURFACE MOUNTED FLUOR, LITHONIA RS/SL WITH SLOTTED REFLECTOR AFl0-296 & PORCELAIN FINISH P0-120-ES TILW (2) 13 WATT 120 SURFACE MOUNTED FLUORESCENT RUUD LTG. N. PL FIXTURE E1203-I 0 50 WATT HPS 120 SURFACE MOUNTED BEGA E-17 WALL WASHERS 2483S p 150WATT HPS 120 WALL PACK, ADJUSTABLE Mc PHILBEN E-23 1/2 9Al64 _.,--,/ ~ ~ ' rio WATT UY -tW--WEI.I. bI611'l' Wl:'1'11 ~ Q HH R 46 BIRRC!IO~A!. !.OtiVHR 516l.HPH29f §999Bb No+ Uaed '-. ' R 250 WATT HPS !20 PARKING LOT (MATCH EXISTING KIM E-18 IN SAFETY CENTER) 1A/CCL325/ 18' POLE PBCL-5125A-250HPS120/ 5 OD X 125 DB-A DB-A s '75 WA-r-r I~ C-A-5,.--SHI GW 016' "-Uei+-11" 51"tl t-J &<01 f'"' ~ ~1' L. ,B e,-z. T (I l I" ,W,-l'l-I"-~ 4 1 F'i.Lli>f'., UNOfiJ<. ~ IJ ECf f'l<JJDEN-rlAl-- ~'?/% fi,<-,Ui<,E:, -1'~c;o,1 Wil".~ P-US-141·4-Bf<S ---- ------ , ,~Si' ,.,,1,• '"' p. ;I H r' , I ,!11'!,lli •'• .. ,, l'J '"H • ~a,• ,ug,u• u z ~ ~ -~ w " u ~ 0 ,0 I ol ~ f-0 @ • co • SYMBOL LIST « 0 0 ~ ~ WIRING CONCEALED IN OR AIOV£ CE! LIN&. W!RING CONCEALED I H OR UHDO. FL. WIRU-.!G EX.POSEO ~OHE RUN TO ~4HEL80ARO CIRCUfTS AS NOTED. CONDUH TIJ~NEO UP. CONOUtT TU~NEO OO~N. 2·112, I /2" ()/Ii") CONDUIT )-#i2, l/211 (J/4") COHOUl'f' 4·112, }14" CONDUlf 5·1\2, J/ 4" COHOIJIT b·f12, I " CON OU IT 7-112. I" CONDUIT 8·112, I " CONOOIT 9·/12, 1-1/4" CONDUIT ~ltHTING OUTLET WITH Ft•TURE AS NOTED. FlU0~£SC[NT Fl~TURE ~-IT Sl~N OUTlET WITH FIXTURE AS ;i.ono ◄ l'4 (9 ~ I</>- ---Wff/3 =' 181 2 CBO' ca, TE LE PHONE DUTLET, I ·GANG IOX W/1 ·HOLE m tOVU. + 12 11 OR AS NOTED CLOCK OUTtET VITH CLOCK TYPE A$ INDICATED, +~6110R AS H(JTE(l, TOGGLE SWITCH-SUBSCRJPT l~Dl(ATES lYPE OF -SWHCH, ◄-40,n OR AS NOTED. 2-2 POLE )· l WAY .Ii-li WAY K-KEYED P-P ~ LOT Lf G'I-IT 0-Dt.MH[R MC-MONENTARV CONTACT M-MOTO~ RATED WITH DL RE LAY POWE~ OR LIGHTtNG ~ANEL MAIN DISTRJBUTION ~AMEL DISCOMMECT SWITCH HOTO~ STARTER, SIZE AS NOTED COKSINATION CISCONNECT SWITCH, HOTOR STA.IUE!I.. [EE -sTOll'-STA.RT PIJSHBIJTTON STATION ii I IRI ® ~."'"';:.f'Kt.-f-i ,.\~ CCN-fROLLeD ;.. 1.6f ~-r ;::~ ~--rUR.E- RLi-A Y '?E:R.JaE.-s -flr-/1~ ) --t" 5-1""' 0-3 HOLlfJ'? Fl XTUR'E TY'P!E -Q).::.c:::c...L .L. ~-::r:i f'LJ.lei vi t1 L D TOTAl NUMBER Of' WATTS (3 DUP~~x,~•55nacLE, 120~, \5AIIP,+12" n SIHGL£ RECEHAClf,120\1,JSAMP.+l:2:" ~ OR AS NOUD. A.HE.PTA-C.L-E ---SOAMf'1 ")_/;~V +1~11 Cl RECEPTACLE ' ~P, :Wev++i: i:iil JUNCTtO• eo, (J·OOXI' ~F'e'.AKea:,e,e; {f.1'JS'C-/'f'AOo/ PM1N;; ,e;y..;;-re:1,1 V.ouJH.C ,::,,,.J'f'"'-"l-, +4tl" ( f-1 us I c./ RN)lO/PMI Ne; sy,;,ri:M) IV tlU'fl.£"T C,:;::.;,..,e:,~ f0 KJ S~l<S ( ~ISPA "f C-H .;;yqf~/"1) 51 [i) PUSHBUTTON> +118" ffi 5""""-"""[E:G -r O!a, -SI M f'l£x. 4' U>'10 •1W,,,a io ABBil.E Vt ATi OkiS: ~ Fr,-1 tf= ??....."3-7-5~: It? -4- WP-WE"ATH£1U'fl00F VT·VAPORTl~HT WT~WATe:RTj &HT Rt-RAINTIGiHT EKO-SAFETY SWITtH OT-DUSTTIGH'T KP-EXPLOSION "ltOO-F J -JUNCTION: CB-CIRWIT IIP;EAKEi\ f. -E}-1t;R.6E:'.j,Jc,' P£1~ j:€J [P "'"-r &u1~-r fl RE 1'--<AIV-1 1,E'.CI., ~'T,;, '' i---------POLE HANOHOLE ANO ----GROUND CONNECTOR ..------ANCHOR BOLT COVER 3#3 TIES @ s·o.c. FINISH GRADE CONDUIT (SEE PLAN) ~,--____ 112• x 38" ANCHOR BOLT. TIE TO REBAR _______ 3 112" GALVANIZED STEEL WASHERS ------4#5 REBAR --"----T---~I.,;,, .;:;;;;...:..:) ~~---___ .,, 3 TIES @ 18"0.C, --------CONCRETE BASE NOTE: POLE BASE SIZE & DEPTH TO BE 24•A. 'I' VERIFIED BY A STRUCTURAL ENOINEER. MOOIFY ACCOROINGL Y BEFORE INSTALLATION. MATCH EXISTING ltt SAF~TY CENTER NOT TO SCALE -a~.S • POLE BASE DETAIL REVISIONS & /1-6 !,,;~ /fo 7D ,._ ,,_r;.~'~'"'a...... $ \.,\\Jl1 ~ ~<,; ~ "1//C. J ,.., C... U ~ .,, ~ :;i I liili IJ ... av 14 SH E:cct 'fi"fLE : '$YM!:>?l-e>, F'lx:ru~ Sc.+i<o:DUL.EC DRAWN e,,IJ, CMECK&C D,K. DATE! ' 2-0FSi=,,~ JOB NO. &<o Z'.t-10 SHEl!T E-4 ' c• s l!liHEETl!!I " l -I- PANEL __ 'A.a'---MAIN L.U4~ dc.t izo/ u,e, VOLTS _ _,'!.c....,_PNAS■ 4 WIR ■ BUS 2~s,o... LOCATION LOCATION 7 11 12 I i3 1'76''/. I t £f' -I 1----..----11--1--+--+--+--+--+--+-+--I q 2, 13 14 2. i44"' iJA'1' !'=M -ff'p,?,<, pc ~ 4 1 1,:1:.:8~~.:,24---4---4----Jl,!.l 4::;4<:>!.:.1----i---...:..I ----4 Pc. l'l.&O :; 4 17 18+-i-l--l-+.'7-1---l--+:"'.;;<;.,~-P-1tl:..1_,l.;."-~-M C:.aJ11'Al-VA,:_ l?<)C I 19 .tii 2 ;r.(.. ---.:- '5 PAC!o---21 2 i 'LOO 1---;;....;.,.;;..c.__-11--1---+--+--+--+--+-+-+--I 23 IRRl6. G0NTROLLER "':J.PARE 26 2 1---A-c;--'S---l---lf-1-1,,-,;-1-,--1-+-+-l-f9.,.'0,;....,./f-2--171-1-<1M-li:2:.:!E~H-l-¼--1---l---l---¼----+-----I e PRINIDI,-LL>C:I<' -a N OCYlc-1, - -/z2 3C I "° J 31 2 I I •• / 37 -I 39 e /" 81"" / I 4( / 29'/0 1"11A<½>Wl1"6H I F-s1" f'I-IM.:7,:::,es-u.-"ON", ?A-HF<-"17 i,,11,sw1-rc:,~ "P'PF", ADJ~MI£-, PHo~oceLL CQNT~~ I PANEL _ _.'' 1§-::.:;MO<A:o.'' __ MAIN IO&>A ~p c / 6 1'2o I Zo rt VOL Tl __ 'b.:;.._ PHAI■ _ _:4,__ WIR ■ BUS l?'OA LOCATION WATTAO■ L R M 8 'Iii C ■ iii R L WATTAO■ 1---.---,-----1 T E I K ' K ' ■ T 1------1 LO CAT ION -A ,SB 4' C Q C g R ff C R c C a ,SA \tB \t C i _I<> ¼ f'cU<>l'\01.p I~«> J f'F'1t-l·n,12s 4<><> !':'!. i,-:, "'... ·~~ I l.~'..! _l_}J 'A I ~,.MQ<C ' 8'17 WATTS• TOTAL WATTS: e PIWVIOE. LX,.--'7'-1 :7£-Vlc:€- Ib !"°"' lrA -rec D c,\ IWU" D II 2. 2 I 21 21 ' 2 25 27 2 31 AMPS"' 21 MAIN sw!Tc+le,eARp' t--½" 1•1,y,;w,;V ?4'-4w I.,;,:,-. ,i-:z,ooOA C I ! U_t;,<::, \.,__; __ ~ CD B,:::VA0 1 I -,,p ) I BcuAF" L _J_ J,~~· L_~-· -- A E';, iG/-$,5A. '73,4A SINGLE LINE DIAGRAM +LCL= -,-,_3-IJ /2'. _j r 4ooA ATS L_j / OA ~R<,§'lC)'. 6ie:i-Je:RA."f0jc;. °Ol-' KW IV/-WEv' 'J<f', 4\N ~"~ i I L __ B \ MOUNTING -,;u P-FA"E. PAN EL __ "..;,~ .. ·•---MAIN · _ _..1,..,u"'11i"-~-'al::m.+c:t"-- 11q I Z<>f; VOLTS ---"~'---PIIAI■ _...:,f __ Wlflll ■ . BUI -....::~:;;:<ll="'--.... -~------.-----..,--.-•...,,,....---,..,,,... .... -,-...,..-....,,.....--.------------1' WATTAG■ L R M 8 1c C 8 M R I. WATTAO■ LOCATION 1---.--.----1 T ■ I K RI K I ■ T 1----~..--.----1 ,SA ;a 91 C O C 11. R C C R g C Q ,i A ;a ; C LOCATION I 1 18 It 14P• S>!oP L.-fS i E:F•l-1 ~ w-n,,;, HT~-'!IH·2- lo/10 & 21 23 25 2 31 33 3C 'Ii 2 35 6'l</ . l 11%' ffi '\NtcLDtcR sc<,O SD/37 81/-,_ 11?>5 ffif----jr-----+-+~-lw-o+--+-+-+-+/,;.2+3-'-119 4'>/ =, WTR. !,IT11:. \1/ij• ~ ~ VAC., \'SoO I o/. 41 4: / 'I. '.3a>t:> I PANEL __ '_,' 1SC'-'r-1--"e,=--'' -- 1io / u,~ VOLT■ -~~--PHAI■ --'"'--•ui:a BUB __ .:;4,;;;""'="'---- LOCATION WATTAO■ L -A \t ■ ,c ~ 1440 LOCATION I 6 6 l \&,.oo 11-13:tl,o WACS PMi<< <j tt<"< TWI' 11?>0 l]-.x.-: w .--,--1/o ~I' -4P>-f2e: I •'7 I Ii'] 1 I / 27 / ,_--I ",211 ➔-t+ ii / • -~--..J~---1--~-+::;-.:=;:;.i--+<·-l---l!'--..;.i;=t ~ Al fl' """I -9-<>F' !59;,, 1'7 t\1" <;?<o< ":>?cgt; WATT81 ,f,A = J., if<.,5" d:,,, TOTAL WATTS= ~~~I~ :t,e, L-SOLAT6D 6"-"Ui.Jl> I l'!f , 31 2 i,;; , I I I - I "" / 37 -I 8 / ,, 31 ,,;; , I I = 'iJa.,, "'""'F ~"T'"J'" i~F .:;Jex> -I/ '> 41 4j '-/_;",~.J...J.-.L......1-,-..J.,;=~.L..--.:.• __ _, cl ■= ;u-1 '--1 o I:. • .;Aa;ai\""------.Jt:.;C:,_=_'L.::,:.:I """'-=. AMP■• ;.lii-J, /, £ -rLCL= .;u,'-f. 7-ll~/..-,\----1 7'-€>1 ii KE-'5W!'i.C:--H 1~1 PHt?-r,:::>~t-101,J 11 I :z.41-tR... --r11...i~1-,--.::µ '\,:'.?'ff\ ADJLl-:;ifM-£,. NOTES: 1, ALL FUSES INDICATED ARE BUSSMAN "LPN-R" CURRENT LIMITING TYPE OR APPROVED EQUAL UNLESS INDICATED OTHERWISE, 2. ALL FEEDERS INDICATED ARE COPPER "THW", 3. ALL SWITCHBOARDS, PANELBOARDS, SWITCHES AND CIRCUIT BREAKERS ARE TO HAVE A MINIMUM INTERRUPTING CAPACITY AS INDICATED FOR EACH SWITCHBOARD OR PANELBOARD, MINIMUM NOT INDICATED IS TO BE 10,000 AMPS SYMH, -P = ·· "" r r .' T~"' " . REVIB-IONII BV ACj,-BUILD DW(::c"'!i. DLB l'l·0&,-8~ I~ 7. 16 ·"" "5 .. ,,,, ,r' IS -SH ie:ei--fl'ft.i..: GI IJ"' l£ -u NE: p1A&RAM4 PANa. sell i,,C-1.J w.,,s Dl=IAWN c,..i, CHECKED - D ."4. CATI! ~ 2-? i:ee,. ~ JOB NO, &,,;;11, 10 SH&iET , E-5 -- ' ' OF '? : 11H'EETS a ' 0 • HEADERBOARD - SEE DETAIL A. :.: a: 0 3 0 1-· 2 -... I I I I I e I (FUTURE) IT 0 • • BUILDING ORION ' HEADE_RBOARO -SEE DETAIL A.-----+- .. I FARADAY H~· HEADERBOARD A. • DRIVE ---- ,,' , , , ,, ,, ,, -+-----HEADERBOARD -SEE DETAIL A. BOULDER SCHEDULE 1 2 4" DIAMETER 2 36" DIAMETER 3 48' DIAMETER 4 60" MINIMUM DIAMETER .. :.: a: 0 3 IL 0 I--2 -... ' I HEADERBOARD -' SEE DETAIL A. z 0 -cc 0 f HEADERBOARD - SEE DETAIL A. PLANTING NOTES !. ALL BOX TREES HAVE BEEN TAGGED BY LANDSCAPE ARCHITECT. CONTRACTOR SHALL VERIFY.THIS WITH LANDSCAPE ARCHITECT PRIOR TO' FINAll Z! NG BIO., Z. ALL TREES INDICATED "MULTl-TRUNK" SHALL BE STAKED OR ., j GUYED lN THE FIELD PER THE DJ RECTlON OF THE LANDSCAPE ~ ARCHITECT. ' L 3. ALL STANDARD TREES SHALL BE STAKED PER TREE STAKrnG I DETAIL. (SEE DETAIL ), It, l- ' -4'. ' ALL SHRUB AREAS SHALL BE TOP DRESSED WlTH SHREDDED FIR ~, j BARK I" RELATIVE THICKNESS. · ~:i. GROUND COVER SHALL BE PLAN;E~BENEATH A~L SHRUBS. NOTE ----------- EXISTrNG BOULDERS TO BE PLACE UNDER DIRE;CT!ON OF LANDSCAPE ARCHITECT. CONTRACTORS SHALL INSTALL JUTE MATTING ON. SLOPES OF 2: 1· OR GREATER. STAPLE O"---- PEG AS PER MANUFACTURER'S SPECIFICATIONS. PLANTING LEGEND-: T-1 T-2 T-3 T-4 T-5 s-r s-2 S-2 S-3 G-1 G-2 G-3 G-4 v-1 v-2 BOTAN I CAI NM~ TREES, PlATANUS RACEOIOSA LIQUIDI\J.!3AR STIRACIFLUA PITTOSPORUM UNDULATUM EUCALYPTUS NI CHOU I PINUS HALEPENSUS BRACHYCHITON POPULNEUS SHRIIBSt COTONEASTER PARNEYII SOLLA HETER<JPHYLLA BOUGAINVILLEA 1LA JOLLA' COMMON NAME CALIFORNIA SYCAf,IJRE AMERICAN SWEETGUM ~ VICfORIAN BOX NICHOLS PEPPERMINT ALEPPO PINE BOTTLE TREE PARNEY1 S COTOHEASTER AUSTRALIAN BLUEBELL BOUGAINVILLEA l'RUNUS CAROL I lllANA 'CO>l'ACTA' CAROL I NA LAUREL CHERRY GBPIIM>mYEB; DELOSPERMUM 1ALBA' WHTTE TRA!LtNG ICE PLAITT VINCA MAJOR PERIWINKLE ROSMARINUS OFFICINALIS ROSEMARY ANNUAL COLOR Y f NESi CA~LIA 1GLEN 40' CAMELIA TRACHELOSPERMUM JASMIHOIOES STAR JASMTNE ·SHEET INDE~ ... 24" BOX 24" BOX 24" BOX 15 GAL. 15 GAL, 24" BOX 5 GAL, 5 GAL. 5 GAL. 5 GAL. FLATS 15 GAL. 15 GAL. L-1 LANDSCAPE PLANTING PLAN L-2 LANDSCAPE PLANTING DETAILS L-3 LANDSCAPE IRRIGATION PLAN L-4 LANDSCAPE IRRIGATION DETAILS R&VISIONS BY :JAN. 11, 1:1.S!l FER, ~t: CITY PLAN CHECK, COMMENTS DEEP ROOT BARRIERS BY DEEP ROOT OORP, 714/649-2022 12ff O.C. SPACING 121f 0,C, PLANTING 18• O.C. PLANTING TO-BE SELECTED BY LANDSCAPE ARCHITECT AT Tl~ OF PLAITTING. ESPALLIER ESPALLIER / CRAWN RR CH.CK■D WD DATE I Z.?. Fee, ta JOB NC. ■HEET ' SCALE 1" : 20'-0" L-1 .- OF 4 SHEETS r ) • G /_ H ( • ,:( J _ I --~- ---~~K -- • ✓ -~ "'' • • ;IS • ,.:~*--·1_..,. _ .. / , ' . tii ' , LEGEND 1. r,ROUND COVER PL.ANT fROl1 FLAT 2. l" MULCH. 3. PREPARED BACKFILL .(SEE SP_ECIF!CAT!ONS) 4. ·sEE SPECIFICAT!Of!S 5. FlfllSH GRADE GROUND COVER 0 I ·, • ••✓ \ \ ~ 0 0 I -\ ,' \ _, I ,_ f '-/ . 0 ·A-U.-~(}N:;::, WV~ -r=, e,e- ~--'Pl.A':->~ e)-= :::, . i Ci NG- (ir'!AtiG-V~) !"'el< O,C, ~l";~II-IG CH F'VtN:5 GROUND COVER SPACING 1'IHI:>, &.a;,,,,;e"' ( G,~lltl (PJE!t) ~--"oo ·,g:0 , I 1 --!"'......x,~~~. b' ."O 6_ l f, ~j/1/1~//ill . . = .51il ll \II 2c A-,:f 1U11r-- ~ ~~ -.. iii/~ ..:::-IUli , CONCRETE MOW STRIP D F ,Q ,.. • ~~-~l"T' ~!:of-""11~~) ~Ti(-----AA;..e,p, OF'-/¥'FiQdW r;:Q. li~----:,i 1!5 GH.,. ~~ TREE PLANTING 1/ / • --i,~,:;..,~m~-::-.. ~-, ..,._. 7:.,,,.,..:..... . ~-.. ·-·~~-~ ~ . • -'i • ' ti l/1(~111 l7IJ/l/§!'.~IIII - 11 z,. OIAM!!'1'e;:l L .. i ZJF._i;;J ' t.. .. r~ ,,:,.e::;(i-.10. r~ ~·=) SHRUB PLANTING [SLOPE] ~ t-li::!tt G,ftP<Oe , · .--· Ila _\ll . . . ' -. ' -: .; . ~J'C+<:.-:i.U., .f<0:1T" .eit,-U SHRUB PLANTIN~ -C ~>·c~:_ ,if:., I LEGEND: 1. 1" X 4" REDWOOD HEADER. ~-2" X 4" REDWOOD STAKE 18" DEEP /\T 6'-0" Q.C. ALWAYS PLACED ON GROUND COVER SIDE. HEADERBOARD <;;."/ ~~;:;..,,,.._t•,.: ~•-(.,• !'t'w'D. -"-!=<ea 1D, MIN .• ~_.e; ..e:;ivA-L-t-)" .. ~y:i:'.~ 6 ,n;!!-07'?". ) ic'-.._.F.:::r.' l'i ·-p.,, ::;11-t _ _._, -' TREE GUYING • ::nAN'!'->~ ,~u.- ~ ...... :~::Z:ll>1A'Ci, ~11..1.. Noic;: t=, r.ry ·CJN 1....; ~D--tr --;e,v.e.=, -.74,:,,~~ ,Pf-//CI-/ ~/.l!P.E ~.YE.r<AJ, ~31'~--~@'-D-:,~· ~ "!'ic,(3) . ~Loe O I OP. Ftf'PR/1,/e:D fqVA-:..- 1 "'1:,----,,<"t::XI-dr-lG ~t.OF'E ,-----tt-~..+---:r-F-,2-,~-r _;I>-=:; '-I of-,-jR-f" --F=~ ---~f\Cff.U,.. . ~--p...At,rj-TF.:3~(/JO. Pf!!!:2. ~ J C-CMPl'-C1"~ ~ w-··. 'I' il . ;" "--,'. l ~ ,._ -,. -.. e= TREE PLANTING [SLOPEJ ,. AIIVl■IC,_ av JAN. 11, 1!!88 PEh . CITY' PLAN CH£CK. . . . . . . , DR~Wt'tl RR CHECK~ WO ' DAT■ ( Z'7 -~ JC• NO. ■Ma•T L-2 ' 4 I 1/ ,' / - ' , 'ii?= 4¢.. _;. ~., ,•--~-->').-, -,,...-r -, -~---~"-~ --<~--___,-,~--· -~----oF-~ • I I I' I• I I I I I I I I I I I I I I 1 I' I CONTR/\CTOR SHALL STOCKPILE i;XfSTING IRRIGATION EQUIPMENT PRIOR TO DOJ:JUT!OII/,_ GRi'DiNJ., ; ,, , (FUTURE) 1,Z LIMIT OF WORK 1• - FARADAY 111 I ill l iii 1 I I I ! llhl.,z, llfi_ ?' Ill~- 'P//,, 1,Z 1• BUILDING-"'t'l::.+/€\;..,;,:<1',....+----,-- '\EJ ORION RATNBIRD rsc 2~ STATION AUTOMATIC SPRINKLER CONTROLLER "A" WALL MOUNTED WITHIN A PACIFIC "STRONG Box• VANDAL RESISTANT ENCLOSURE MODEL R CA-10-24. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR FINAL CONNECTION OF 120 VOLT POWER TO CONTROLLER. POWER TO BE PROVIDED BY OTHERS. SEE S1TE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. POINT OF' CONNECTION -CONNECT TO EXISTING 2" GATE VALVE FOR IRRIGATION. REFER TO SITE PLUMBillG PL!JIS FOR ADDITIONAL INFORMATION. EXISTING WATER PRESSURE: DESIGN PRESSURE, ·1-1/2" PRESSURE REGULA!OR SETTING: MAXIMUM DEMAND: 150 PSI 75 PSI 80 PSI 45 GPH LEGEND SYMBOL '..:n.., la. $ AL b. 't 1' T 'f y !I ~ * i All 'e l!I B .0. 'Q. b. 0 3 • 0 1,1 0 .Cl. li X '¥ X DESCRIPTION 3• POP-UP ROTOR 3" POP-UP RQTOR 3" POP-OP ROTOJI 3" POP-UP ROTOJ! 3 • POP-UP ROTOll 6• !'OP-UP SPRAY &• PDP-UP SPRAI 6" POP-UP SPRAY ~ 6• POP-UP SPRA! 6• POP-UP SPRA! 6• POP-UP SPRA! 6• POP-UP SFRAY 6" POP-UP SPRAY 6• POP-UP SPRAY 6• POP-UP SPRAY 6• POP-UP SPRAY 6• POP-UP SPRAY 6• POP-UP SPRAl 6• POP-UP SPRAI - 6" POP-UP SPRAY 6• POP-UP SPRAY 6• POP-UP SPRAI 6• PQP-UP SPRAY 6~ POP-OP SPRAY 6" POP-UP SPRAY 6• POP-UP SPRAY SHRUB ROTOR SHRUB ROTOR SHRUB ROTOR SHJIUB SPRAY SHRUB SPRAY SHRUB SPRAY HRUB SPRAY RAD. 21 • 21' 16' 16 • 16' 20' 20' 20' 16' 16• 15' 15' 15' 15' 12' 12' 12' 12• 10' 10• 10' llfb ffJ GPM PSI l.l! 40 0.7 40 2.4 40 1.2 40 o.6 4o 1.6 30 1.0 30 o.8 lO 1.2 30 o.6 30 q.5 30 1.9 30 1.5 30 0.9 30 2.6 1.3 0.9 0.7 0.8 0.7 0.4 a• a.a JO 30 30 30 30 30 30 30 30 30 30 30 40 40 40 30 30 30 8 • O .6 a•-o.4 4 'x211' 1.0 l!'x11f' 0.5 21' 2.9 21' l.4 21 • 20' 20' 16' 16' 0.1 3.2 1 .6 2.4 1.2 0 DRIVE l'AT't.ERH HALF QUARTER FULL HALF QUARTER HALF THIRD QUARTER HALF QUARTER ADJUST. HALI' THIRD QUARTER FULL HALF Ti!IRII QUARTER !lALP' THIRD QUARTEJ! HALF THIR!l QUARTER STRIP STRI!' Fl/LL HAU' QUARTER FULL HALF FUl.l. HALF MANUFAC1'. TORO TORO TORO TG~U TORO RAINBIRD RAINBIRO RAlNBIRD RAINBIRD RAINBIRD RAINBi;1!; RAINBIRD RAINBIBD RAINBIJID RAINBIRD RAIHBlRD RAINBlRD RAINBIRD RAINBIIID RAINBIRD RAINBIRD RAINBIRO RAlNBIRO RAINBIR!> RAINBIRD RAINjIRD TORO TORO TORO RAINBIRD RilINBIRD RAINBIRO RAINBIRD MO!JEL I 308-00-02 J04-00-02 316-00-01 308-00-01 304-00-01 1806-SAM-221!-SS 1806-SAM-221-SS 1806-SAM-220-SS 1806-SAM-B16H-SLA 1806-SAM-B16Q-SLA 1806-SAM-15VAN f 18D6-SAM-15H 1806-SAM-15T 1806-SAM-15Q 180&-SAM-121' 1806-SAM-121! l806-SAM-12T 1806-SAM-12Q 1806-SAM-lDH-LA 1806~SAM-10T-LA 1806-SAM-lOQ-LA 1806-SAM-By-FL'l' i806-SAM-8,-FLT 1806-SAM-&(l-FLT 1806-SAM-1'5SST 1806-SAM-15EST 316-10-02 308-10-02 304-10-02 PA-8S-22F-S5 ~ PA-8S-22H-SS PA-8S-B16F-SLA PA-8S-B16!l-SLA 0 -2 -..I . , .., z 0 -er 0 \ • r GENERAL NOTES ALL POP-OJ' Sl'RINKLEI'. HEADS IN SHRUB OR Gl<OUND COVER AHiCAS SHALL BE A. INSTALLED SO THAT THE TOP OF THE SPRINKLER IS 1° ABOVE FINISHED GRADE. ALL POP-UP TYPE SPRINKLER HEADS IN TURF AREAS SHALL BE INSTALLED SO THAT B. THE TOP OF THE SPRINKLER IS FLUSH WITH THE ADJACENT HARDSCAPE. ALL PRESSURE LINES SHALL BE TESTED FOR TWO ,100RS UNDER HYDROSTATIC C. PRESSURE OP 150 PSI AND BE PROVEN WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TEST. ' D. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE NOTED ON THE PLANS. E. THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSUREPOANIDNTTOHEF MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. _REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OP ~:s~~c~~~~SI~~~ ~:~:i~~!~~N CONTRACTOR SHALL ASSUME FULL ~RESPONSIBILITY THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED B'i THE F • 0 OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 12 VOLT ELECTRICAL POWER AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE FINAL HOOK-OP FROM THE ELECTRICAL OUTLET TO THE CONTROLLER IN ACCORDANCE WITH LOCAL ELECTRICAL CODE. G. THIS DESIGN IS DIAGRAMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE ELECTRIC CONTROL AND QUICK COUPLING VALVES 6" TO 12" AWAY FROM HARDSCAPE OR TURF AREA FOR EASY I\CCESS. H. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST Al.L SPRINKLER HEADS FOR/ OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO IIALKS, ROADWAYS, AND OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. I. DO NOT WILLFULLY INSTALL -THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD 'THAT OBSTRUCTIONS, GRADE DIFFERENCES OR_ DIFFERENCES IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN PDRJISEEN AND CONSIDERED IN THE ENGINEERING. THE OWNER'S AUTHORIZED REPRESENTATlVE SHOULD BE INFORMED OP SUCH OBSTRUCTIONS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION rs NOT PERFORMED' THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSAR1. J. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN , IN CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE', DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER SWING JOINT AND VA~VE ASSEMBLIES. ( K. IT IS THE RESPONSIBILITY OP THE IRRIGATION CONTRACTOR TO FAMILARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OP WALLS, STRUCTURES, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, AND BE RESPONSIBLE FOR AN'i DAMAGE IN EXCAVATING AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CON'fRACTORS FOR THE LOCATION OP UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. L. DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DORING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN AS REQUIRED AT ANY SPRINKLER .SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OPP POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER • M. ALL PIPE ADJACENT TO SIDEWALKS, CURBS, ANO OR AT TOP AND TOE OF SLOPES TO BE PVC HURRIED UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL PIPE ON THE FACE OF SLOPES TO BE EROWNLINE OVR-PVC SCHEDULE 40 INSTALLED ON GRADE. S'fAKE PIPE' EACH 10'-0" ON CENTER USING 14 REBAR ROD IN AN INVERTED "J" DRIVE TWENTY FOUR INCHES INTO UNDISTURBED SOIL. TIE SECURELY EACH 10'-0" ON CENTER USING il4 GALVANIZED WIRE. --N. ALL BROWNLINE PIPE OVER V-DITCHES SHALL BE INSTALLED IN GALVANIZED SHEET SLEEVES THAT EXTEND A MINIMUM OF TWELVE INCHES BEYOND THE DITCH. a. ADJUST ANGLE OF SPRINKLER PERPENCIDULAR TO SLOPE FuR PROPER COVERAGE. ~ P. ALL WIRING ON SLOPES SHALL BE INSTALLED WITHIN 1·>J,; SCHElDULE 40 CONDUIT OF SUFFICIENT SIZE. LEGEND • SHRUB SPRAY SHRUB SPRAI SHRUB SPRAY. SHRUB SPRAY SHRUB SPRAY SHRUB SPRAY SHRUB SPRAY SHRUE SPRAY SHROE SPRAY SHRUB SPRAY SHRUB SPRAI SHRUB SPRAY TREE BUBBLER 15' 15' 15' 12' 12' 12 • 10' 10' 10' e• 8' 8• 3.8 1.9 0.9 2. 6 1.3 D.7 1.6 0.8 0.4 0.8 0.6 0. 4 1.0 & AUTOMATIC CONTROLLER MOUNTED WITHIN A VANDAL RESISTAN\ ENCLOSURE -SIZE NOTED 30 30 30 30 30 30 30 30 30 30 30 30 20 FULL HALF CUARTER FOLL HALF : QUARTER FULL HALF QUARTER HALF THIRD QUARTER FLOOD REDUCED PRESSURE TYPE BACKFLOW PREVENTER -1-1/2e PRESSURE REDUCING 1ALVE WITH 10-125 PSI RANGE SIZE AND SETTING NOTED ELECTRIC CONTROL VALVE -SIZE NOTED QUICK COUPLING VALVE GATE VALVE -LINE s1zr , RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD, RAINBIRD RAINBIRD NEPTUNE GRISWOLD RAINBIRD RAINBIRD NIBCO PA-8S-15F PA-8S-15H PA-8S-15Q PA-8S-12l' PA-8S-12H PA-8S-12Q PA-8S-10F-LA PA-8S-10H-LA PA-8S-10Q-LA fA-8S-8H-FLT PA-8S-BT-FLT PA-BS-8Q-FLT 1402 ISC SERIES 575 2280AP EFA-CP SERIES 33D-LVC ----PRESSURE MAINLINE PIPINE -·-pvc CLASS 315 FOR SIZES 2• & LARGER, & PVC SCHEDULE 40 FOR SIZES 1-1/2" & SMALLER -18" MIN. COVER -SIZE NOTED -----LATERAL LIN~ PIPING -PVC CLASS 200 -SIZE NOTED -12" MIN. COVER ----LA!ERAL LINE PIPING INSTA!,LED ON GRADE -BR!)WNLINE UVR-PVC SCHEDULE 40 PIPE WITH BHOWNLINE PVC SCH. 40 FITTINGS -SIZE NOTED ~;;;.;;,---~PIPE SLEEVE -PVC SCHEDULE 40 -SIZE NOTED -24" MIN. ·covER ===~CONTROL WIRE SLEEVE -PVC SCHEDULE 40 -SIZE l'IO!Ell -24" MIN. COVER r----INDICATES CONTROLLER STATION NUMBER _14/?;_!:=.c_i½::INDICATES FL9W IN GPH G--INDJCATES E!IECTRIC COKTROL VALVE SIZE SCALE 1" : 20'-0" r REVIBIDNB BY > JAN " 1988 PER CITY PLAN CHECK • LL, -.J < 0 • C < m (/) .J a: < 0 > < wu.J ~ a:V'lz <o LL :ca: 0..0 CRAWN CHECK•D CATIE~ ~Fee>, .JCa NO 9M-EET L-3 "" 4 SH-EE.TS ., I" IN LAWN AR " !N PLANT BEDS . z -"' • ~ Pt PE FROM METER ...---ROUND PLASTIC VALVE BOX & COVER MARKED "PRESSURE REGULATOR" "CHRISTY" FLS BOX & FLSD LID FIN !SH GRADE ,----PRESSURE REGULATOR PIPE TO BACKFLOW PREVENTOR . + ..... --~~•------,--"- '--3/4" WASHED CRUSHED AGGREGATE BASE M PRESSURE REDUCING VALVE _, ;,.·: "\? N ..,...,,-_. ------------------ C ••·-·• •~·-··o-a----------------~•--• ------ HARO SCAPE !!Qih r-----r--------6" MINIMUM 1--13'•-----"-SHRUB HEAD BUBBLER 11; ,, §el ' . ,,,.,----SCH 80 PVC NIPPLE (MINIMUM 6" LONG) .,,---ANTI-DRAIN VALVE AS NOTED O?. REQUIRED ,---FINISH GRADE 11 --r------SCH 80 PVC NIPPLE. . ' ,----SCH 40 PVC 90' STREIT ELL ,---MARLEX 90" STREH ELL • L NON-PRESSURE LATERAL Lrn, & FlTT[NG .. I. USE TEFLON TAPE Otl All MALE nRrnos. J SHRUB SPRAY K .,,. ___________ 'BROWNLINE" PVC NIPPLE ~'f"")f-~__. ___ _:_-'-'--SPRING LOAOEO CHECK VALVE AS NOTED OR REQUIRED ,,,--,_----"BROWNLINE" PVC NIPPLE ,4-., __ SLOPE FACE ---"BROWNUNE" PVC NON-PRESSURE LATERAL tJNE & FITTING _ ----#4 RE-BAR WITH (2) tACH DOUBLE STAINLESS STE!L CLAMPS OR A "BROWNLlNE" RISER STABILIZER SPRINKLER ON GRADE SLOPE FACE-----------. GALVANIZED PIPE----. HOOKED #3 RE-BAR----. STAKE AT-10' -O.C,00 ~--· ..... -.,i-·•·····. --_. ____ . -. --------------------------- Pl PE ON GRADE NOTE, 1. LOCATE HEAD 2" FROM WALKS, CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, ANO EDGE OF LAWN. ' 2. LOCATE HEAD 12" FROM ALL STRUCTURES. 3. USE TEFLON TAPE ON All MALE THREADS • F U H N S POP-UP TURF ROTOR 1/2" IN S00 FINISH GRADE i! -z -"' HARlEX 90° SlREtf-ELl. ·-· -----. SCH 80 PVC NIPPLE e-i---'-----SCH 80 PVC NIPPLE (MINIMUM 4" LONG) G (6" LONG) SPRING LOADED . (AS REQUIRED) NON-PRESSURE LATERAL LINE HARLEX 90° STREET ELL POP-UP ROTOR ROTOR HEAo,-----,-i GALV. BANOS #4 REBAR PVC SCH. 80 RISER FINI SH GRADE SPRING LOADED CHECK VALVE AS REQUIRED PVC SCH. 80 NIPPLE PVC STREET ELL HARLEX STREET Ell PVC FITT!NG "'"" \ LATERAL LINE ' " CHECK VAL.VE & FITTING 12 11 MIN. • l2" MIN. COVER H SHRUB ROTOR· NOTE: _ . 1. LOCATE HEAD 2" FROM WALKS. CURBS, HARDSCAPJNG, r«lW STRJP, HEADER BOARD, ANO EDGE DF LAWN. 2. LOCATE STREAM SPRAY/BUBBLERS 6" FROM ALL STRUCTURES, ANO SPRAY HEADS 12" FROM ALL STRUCTURES. 3. USE TEFLON TAPE ON All_ MALE THREADS. 1/2" ABOVE FINISH GRADE ;---POP-UP ·SHRUB HEAD ) NOTE: 1 2 3 SLEEVES TO BE ! • SPLICE COAT," -. o· #00-2358 ·-a • ., AVA[LABLE FRO~: ... ..... 1 4" GLOBAL SPAN PRODUCTS P .0. DOX 145 CAMBELL, CA. 95009 (408) 379-2358 THREE WIRES 8 ,__ ___ ro_uR_wi_R_Es_, 1. CtEAN ANll STRIP WIRES. CONNECT HIRES WITH A 'SCOTCH-toe• OR EQUA!.. ELECTRICAL WIRE CONNECTOR. MIRES ARE TO REMAIN CLEAN AND ORY TO £NAaLE SLEEVE TO PROPERLY SEAL, 2. POSITION SLEEVE TO APPROX. 1/4" OVER WIRE CONNECTOR (FIG. 2). PUSH CLIP OVER SLEEVE EHO AT EACH PAIR OF MIRES_ AS SHOWN. l. SHRINK THE StEl:VE ij[TH A TORCH AT A LOIi FLA~E. S\ITTP SLOWLY MCK AND FORTH AROUND SL,EVE UNTIL AOHEASIVE FLOWS ANO SEALS AROUND WIRES AT EACH CLl P. HOLD TORCB 4 -6 INCHES FROM SLEEVE, DO NOT TOUCH FLJ\ME TO SLEEVES OR WIRES. AVOID SCORCHING. Ill.LOW TO COOL FOR A~PROX. T!o!O MINUTES, D WIRE CONNECTIONS z :,: I" IN LAWN AR J" IN PLANT BEDS !iQTI_: ,-----------AMTEK PLASTIC VALVE BOX & LOCKING COVER HEAT BRAND£0 "IRRIGATION CONTROL VALVE" AND STATION NUMBER ON LIO. . ,--------TO SPRINKLER -ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS ~------SCH 40 PVC MALE ADAPTOR ,-----"SNAP-TlTE" WATERPROOF CONNECTORS ,----ELECTRIC CONTROL VALVE PIG TA!L EXPANSION LOOP (MIN. 24") F tN!SH GRAOE SCH 40 PVC MALE ADAPTOR 3/4" WASHED CRUSHED AGGREGATE CONTROL~ COMMIJN W[RES PRESSURE SUPFLY LINE I. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR 'HAROSCAPING. 2. INSTALL VALVES !N PLANT BEDS WHEREVER POSSIBLE. 3. PLACE BOX AT RIGHT ANGLES TO STRUCTURES OR HAROSCAPING. E ELECTRIC CONTROL VAL VE tlQJl: I. WHEN LOCATED ADJACENT TO TENNIS COURT• COORDINATE l8" SQ. FRAflEO HAND HOLE IN FENCE WlTH FENCING CONTRACTOR. FOR MAINTENANCE USE. • 2. rn PAVED AREAS USE "CHRISTY" GS TRAFFIC VALVE BOX & GSC LlD. (OR EQUAL) MOUNT FLUSH W!TH ADJACENT PAVING. 3. PLACE AGGREGA1E PRIOR TO INSTALLATION OF VALVE BOX. FINISH GRADE----, I" !N LAWN AR A 3" IN PLANT Btos------· STRUCTURE OR HARDSCAPING-----, AMTEK ROUNO PLASTIC VALVE BOX & LOCKING COVER. HEAT BRANO ".JRRJ- .GATION" &. "QC" ON LlD. 611 MIN. ______ ,___~ 18" MIIX. ··-~--1---~ -~·---•-----c--~ . _--~ ---._ --c--------~ -··c---=----· • "' - = = HARL£X 90° STREET ELL------.. SCH 80 PVC NIPPLE (6" LONG) FINISH GRAOE--e-. .:I--'--'-'---SCH 80 PVC N!PP[E (KIN !MUM 4" LONG i =---NON-PRESSURE LATERAL LINE & FJTT!NG ----HARLEX 90' STREET HL POP-UP SPRAY F 11, QUICK COUPL!~G VALVE,-, -- STAINLESS STEEL SCREW-- CLANP MIN. (3) PLACES N • .,,,; -~.·.,.·.·.-~ .. '· ··•---~1 ~ ~ ·~~•~o~l.;;.··~-'~_::·:_j~~\'i.:'.":2-J-.t· 1::H·-~--:~. ~o-,ni,:nr-.....a, BRASS NI PPlE --------:---.. BRASS N l PPlE -6" LONG '---BRASS 90• STREET ELL ----PRESSURE SUPPLY LINE FITTJNG -----PR£SSURE SUPPLY LIN£ QUICK COUPLING VALVE 3/4" WASH£D CRUSH AGGREGATE BASE #4 REBAR STAKE (24" LONG) 8" MIN. NOTES: · .--------~----AUTOMATIC SPRINKLER CONTROL UNIT SECURED TO ASTRONG BOXENCLOSURE AND CONCRETE FOOTING ,--------------COLOR COOED MAP FOR 'IALVE LOC.,T:O~ lNS!OE (SEE SPEC!FIC~7!c~IS) ,--------,------COMMON WIRE SHALL BE T!Eil [IJS,ilE HOUSING WHEN REQUIRE~ 0 / ------OO~FFWIOCH~Ol!O~LTDR~l~ OUTLET TO BE PROV!DEO_BY CONTRACTOR ~--CONCRETE FOOTING -INSTALL A M!N;~~., OF J" ABOVE GRADE, ANO SLOPE TOP TO ORA!N AT A MIN!MUM OF 21 ,---F!N!SH GRADE ELECTRICAL CONDUIT TO SOURCE ( CONTROL UN IT ELECTRICAL ,E:u LR E~E'JTS: 117 VOLTS, 50 Hz.·2 AMPS 'IA:<.) ELECTRICAL TAPE -TA?E ~J,!~G AT INTER~ALS OF 10' 0.C • (!) COMMON WI RE TO ALL RC'/' S (II CONTROL WIRE TO EAC~ RC/ CONTROL WIRING (AWG.UF:14 SECURE TO TERMINAL STRIP PROVIDED IN ENCLOSURE. PROVIDE A PVC 3" CONDUIT FOR WIRES. ---------------- !. COMMOO WIRE TO BE WHITE & CONTROL w;RE TO BE RED [N COLOR. 2. NO SPLICES SHALL SE MADE BET'JEc'I CONTROLLER~ REM07E CONBOL V~L'/E UNDER 500 LINEAL FEET. 3. C:)IHROL WIRING SEQUENCE CORRES?O~OS TO OPERATING SE-WENCE OF REMOTE CONnc·_ VALVES ANO AUTOMAT!C S?RiNKLER CONTROL UNlT STATION CONNECTION SEQUE'Kc. SEQUENCE SHOWN ON DE7AIL JS FOR REFERENCE ONLY -SEE !RRIG,ilON ?l~N FO, CORRECT VALVE SE~LIENCE. A AUTOMATIC CONTROLLER !!Qli: l. EQUIPMENT TO SE INSTALLED AT A 11ININUH OF 24" FROM AN"f STRUCTUR:E:S OR HA.ROSCAPlHG, 2. JILL ABOVE -GROU1tD ASSEMBlY SH.All REc-El\l'E (2f COATS OF RED PRIMER ,I.NO {1) COAT EXTtRIO~ EN.AMEL~ COLOR AS SPEC1fl£D B~ LANDSCAPE ARCHITECT. 3. WHE~ UNIT 15 HE~r TO STRUCTURE ,ie. WALL, BUILDIKG, ETC.) MOUNT TEST COCKS ON OPE~ OR NO~-STRUCTLlRE SIOE. ·A----BACIU-LOW PR-EVENTOR ASSEMBlY ,---BRASS iUfPLE -!YPICAl (4) PlACES ol---s:RASS-NI "PU ,g.----~---+-l---8RASS WYE STRAIU(R wm, 60 or--F~OM WATER SOURCE MESH Ji'ONEL 5CREtlt /J'r't,,--_,-, BRASS UNION -TYP!t~L (2) PLACE> FINISH GR-.OiE ' olff"'"'"--E!AA:SS tUl'PtC -T\'flICAL (2) PLACES 12":d2",d.2" CONCRETE rnRUST 8LOCK -TYPLCAL (2) "''"' SCH 4<l PVC l'IAlE ADA~TO~S -T~PICAL ( 21 -PlACES LINE TO Sl'STEMS BRASS 90° Hl -TYPtC.lL (2) PL.AC.ES B BACKFLOW PREVENTER ~---!!i :'!: :,:; z: ~~--------------z • -N. :z:_- • ., - NOTE; ~--FINISH GRADE --CLEAN BACKFILL -SEE SPECSs FOR MATERIAL, 90~ COMPACT !ON REQU IP.,: -------;..c.--NON-PRESSURE LATERAL LINE- SNAKE PIPE IN TRENCH · >--CONTROL WIRES -BUNDLE ANO TAPE AT 10' 0.C. ANO INSTALL AOJACE~7 TO PRESSURE SUPPLY LINE ,re PROVIDE 2" OF CLEAN BACKFILL 6" TYPICAL PRESSURE SUPPLY LINE . SNAKE PIPE IN TRENCH I. P!GTAlt ANO LOOP CONTROL WIRE AT ALL 90' CHANGES IN O!RECTJON. TRENCHING . . '~ R■VllllaNa av JAM. 11, 1966 PE.R f':"""c1Tv PLAN CHECK. - . , ' ' . ' :}('";/ ~\!,'., :,>7 Lt) • 0:::: ou.J z~ • u.. u.J -..J . zu <C 0 o>-.. a ' I-<C ,· ~ j I-t±: m r U) ' c(~ ..J er < 1-• I 0 ti) -> -< -wu.J;: a:~~ LL :ca: .. 0..0 DAAWN CM ■CK.Q ~*" :~~-_;__···c-:'J.· ~ " ~ . , J ROOFTOP PACKAGE A/C .UNIT SCHEDULE , MODEL NO. -- IA?\fe_ ~ t?AY cf i-J I .,q +t1 \ l ;\ 1, ! !:?~S-HJ?' 1 g:c,c ,t-P' . PAY 4' N ldl!H1 5£,-::;..JJ o24-tJ7"7 COOLING CAPACITY EER HEATING CAPACITY INPU"I; . OUTPUT CFil -ESP . f"i' BLOWER HP. V PH FLA 11c, 0 rfll I 4" I . . l,, • I WT. REMARKS. ' I ~) ~YSo-t~J~ioa t1~~?' ~7 1t,f.;fZ1 ~~~~ 'Z-a:ZJ .. s,," I 0,1 ~ rr/1~ rtJqt-~ l-''-_;_-+------'----,,,.--.-JL-------'----'-'--'--'-----+------1------+----'-----1--'-__,'-_ _._,___._-'---'----_._----~. ---------1, t--J?'"ffl;-1 .. ~ UNIT 1,:> Be,~ ?-&'IV!f"v!':<-1'e:-F-AAP( r~ lr-Wf"AwA'1"'1"""1 'YAi..-v ~Tfl.?1--& IN-9"f'Ai..-l--f!::,D f-.,qz. ~lr-L~1 ~ !WA'TIN.q ~rf;f2A-r1""N ff-?'VI~ UNli, 1'.("'hf"F-it-lq i0CL.,A'f~ v'f" (1 11 De:¥v') Ff<?"v"lPe-f">1i..-1~ ~F" .,,;.1.t:-~ f N.;?, p,."7 ~•p ~'( Ut-llT H~ AND 1 F'f<l'Y!D~ ttMT'Of 1 ~ I~ iza,'M 1,li~<"~iAT ~ ut41-r f,::, ~ """"Mrl.;l!!-'1e izrAO'( fi:"r2.. 1i--1"?TA\.-t--A--nPr-l :YA1...1., U'\---1112,?\.,-? 11-i-9f.Aw.-~ r-e¥-~L.,1~ -t tte->.r1~ 'f~~T,~ f'F"<?VIP~ Lit-llT ,y f-Av1.;::>~l' fa'f'"" t>f?'l.!N1'1i-Jq f'~I!;::,-; t:7,:?\VN 1U~ pi,.,~rJL-lM' F"-1vf~~ ""1"'" N~ f -E>i~I:-A'? p~1Ji',<:.E::D ~I \.IN i1' Mf)'!-_. 1 f'~t+ Alie-lNI.AJ<'..f;-fta'O ~ PAMf~, f•q-.lP .UVl-'61 t ftf:'A,~lq ~ 11+~1'1~TA1 EXHAUST FAN SCHEDULE SYII. IIODEL NO. ~,x: l"f-A I ,Z.ll!:- ~ -I & ,j--C/ , ' , AREA SERVICi!D ' ' CFM < • , ESP HP V / II I_ f!P / . , 1/4- NO'!l::-1. ~ F"~ I De-A!..112:"lvl,<\11 ?-I'?~ P~T A"< r-f l"l!!qZ- PH WT ~ ' , ' , Ntrf~ ~. ~ L.lNl"f f"c E'I!::, r~v1c;,f;, '1/~1Ji!.,f"-1tl-At.l""fPM.A-fl?--~,:::-1',. Pi<,A;n PAMf'~~• FAN RPM . TIP SPl!ED REMARK& ----- GENERAL ---NOTES1 L.. .. c.C..~ ---~-_-_;_]JI l. ENTIRE Il!STALLATlOJi SHALL COIIFCJIM TO THE REQUmEMENTS OP THE lll!IJl(JIII MEOU.NlCAL CODI. UNIFORM BUD.DI.NG CODE t AND ALL oruu APPLICABLE CODES AND REGIJLATIOJIS, IMC.~DIJIG CIL!.IPORMIA EliERGl' COIISERVATION STANIWIDS DIVISIOII T-20. 2. COOB.DIMTE ENTIRE INSTALLATION OF THE R VAC SYSTE>j 111TB THE WORK OP ALL atJIER TRADES PRIOR TO AIIY FABRICA~IOII OB. IKSTALU.TION. · PROVIDE ALL FIT'l'lliGS • OFFSE'CS • AND TRAMS IT IONS Ar• REQUIREIJ. FCll A CCKPLirrE WCUA.BLE ·INSTALLATION. 3. COOB.DINATE TllE LOCATIONS OF ALL CEil.ING Dil'PUSERS, l!ltGISTERS AIID GRILLES II.ITH THE ARCllITEC!ORAL REFLECrtVE CEILING PLAN, KLEC!RICAL LIGIITING U.YOOT AND. ARQIITEC!OliL ROOM KLEVATIOIIS. 4, COORDINATE THE LOCATION OF ALL ROOF OPENINGS AKO THE· LOCATIOII· OF ALL ROOP MOUNTED EQUIPMENT IIITH THE STRU C!DllAL AND ARQIITEC!URAL l'LANS PRIC1t TO ANY INSTALLATION. PROVIDE TllE EQUIPMENT WEIGIITS, AND PLATFOOM AJ!D Cl!J:B SIZES. 5 ~ "PLATFORMS, CURBS• AND FI..ASBINGS Fai ME.lllAlU-cAL EQUIPMEN'r SHALL BE AS . INDICATED OIi THE STROC!ORAL AND ARQIITEC!OliL l'LANS; UNLESS HOlED OfllERWISE. 6. Ahl. EQUIPMENT SHALL BE INSTALLED IN STRicr ACCORnANCE WITH THE ·EQUIPMENT HA.NUFA.CTUB.RB. ... S RECOMM.ENDATIOltS. PROVIDE ALI, FITTINGS, "TRANS I! IONS .• DAMPERS, VALVl!S, AND Oil!ER DEVICES REQUmlll) FOO A CCt!PLETE WORXABLE INSTALLATIOII. . . ' ' . -. t 7. l!AlNTENANCE U.BEL SHALL BE AFP IXEii TO ALL ME raANlCAL EQUIPMENT AHD A MAINTENANCE MANUAL SHALL BB PROVIDED FOR THE OWNER ... S USE. 8. CONTROL SCHEMATICS ARE FOB. SEQUE!lCE ONLY. REFER TO ELECTRICAL DRAWINGS AND SPEClFlr,ATIONS FOR ALL ELEClRICAL DEVICES REQUmED, 9 • ~ A !R CONDfilONIIIG UH IT SUPPLY FANS SHALL BE WmED FOO ·CONSTANT BLOIIER OPERATION. , . . . . . . . 10. ALL" LlNE AND L™ VOLTAGE wmING SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT Al!ll LINE AND LOIi V<l,TAGE WIRING, INCLUDING FINAL CONNECTIONS; SHALL BE FURNISHED AND INSTALLED IIY THE ELEClRICAL CONTRACTOR AS INDIGI.TED ON THE ELEClRICAL DRAWIHGS OR SPECIFIED lN THE ELEClRICAL SECTION OF THE SPECIFICATIONS. ALL ELECIRIC..U. WORK SHALL BE INSTALLED IN ACCCElDANCE WITH ALL APPLICABLE CODES AND REGULATIONS OF ALL GOVERNING BODIES BAVlNG JURISDIC!ION THEREOF. . 11 {;') INDICATES ITEMS FURNISHED AND INSTAi:i.ED BY THE ELECTRICAL CONTRACTOR AS 'ii(OWJ! OIi THE BLEC!RICAL DRAWINGS OR SPECIFIED IN THE ELEC!RlCAL SECTIONS OE' THE SPECIFICATIONS. 121Hl INDICI.TES ITEMS FUJUIISHED AND INSTALLED BY THE MEraANICAL CONTRACTOR AS ~OIIN ON THE MECW.NICAL DRAWINGS OR SPECIFIED IN THE NEa!AHlCAL SECfIONS OF THE SPECIFICATIONS. 13@ INDICATES ITEMS FUJUI ISHED BY THE MEOlANICAL CONTRA CTOB. AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 14, ALL TBE&HOSTATS SHALL DAVE LOatABLE COVERS AND SHALL BE OF THE AUTa<ATIC raANGEOVER TYPE TO SEQUENCE HEATI!lG Oil COOLING. SET POINf RANGE SHALL BE lO DEGREES F. BETWEEN FULL BEATIWG AND CQOLING. ADJUS,ABI.E TE>!PEa.\TlJII.E -~-' --nrnmNTw. SHALL is1-::1✓:z-DEGRl!ES r.' COIIT'IOL LtHITS SHALL BE FROM 55- DEGl!BBS F. TO 85 nEGREES P. HOOli'I AT bO IJiCBES ABOVE FLOOR. 15. ALL DOCTIIORE SHALL BE CONSTRUCTED, ERECTED, ·AND TESTED Iii ACCOB.nAHCE WlTB THE HOST RESTRICTIVE OF LOCAL REGULATIONS, PROCEDURES DETAILED Iii THE ASBIAE HANDBOOK -op FUNDAMENTALS , {Ii. '.fHR APPl;, ICABLt STA.NDAllDS ADOPl'ED BY TBE SHEET METAL AND AIR COIIDITlONIJIG CONTRAC!ORS NATIONAL ASSOCIATION. lb, DUCrllORE SHALL BE INSULATED (l! LINED PER SPECIFICATIONS C1t AS NO?ED OIi DRAWINGS. SUPPLY oucr INSULATION SHAU. BE 2 11 'XHiat, 3/4 LR./CUl!ilC "· DENSITY WITH FOIL-SC!l.tH-ilRAFT VAPOR &\RRIER PACING. RETURN DUCT INSllllTION SHALL BE l" TBIQ< 3/4 LB./CO.FT. DENSITY. ALL DUCTWO!tlC EXPOSED OIi ROOF SHALL BE IllrEIUIALLY LINED UNLESS OIKERWISE INDICATED' Oil SPECIFIED. ALL DD<:r SIZES ARE SHEET METAL SIZES. ALL DUCT JOINTS SBALL BE SEALED "PER SPl!Cll'lCAT IONS. 17. IIAIIUAL Va.UME DJJIPERS SHALL BE PROVIDED · IN ALL Duer BRANCHES TO IliDlVIDUAL DIFFUSERS, :GI! ILLES AND REGISTERS, 18. ALL EQUIPMENT, DUCTS, PIPING, AND otB.ER DEVICES AND MA.IERJALS INSTALLED OUTSIDE OP THE BUILDING OR OlBERWISE EXPOSED TO THE WEATHER SHALL BE CCMPLEIRLY WBATHEH.-PROOFED. 19. Pl<OVIDE TWO INCH (2") THI{K FARR 30/30 TRROIIAWAY FILTERS Fffi ALL AIR CONDITIONING UNITS. SIZE AS RECOMMENDED BY THE MANUFACTURER._ UNLESS OTHERWISE SPECIFIED~ . "LEGEND SYMBOL ABB. DESCRIPTION ' . < < ~-· _· !i--+ .. --:SA:=.:O--t--:SU=iPP,;L.:':,Y:,,..:A717iR_..:;D,;:U.,Ci:T:--____ +--./----';'-----------~--------------../ RAO RETURN AIR DUCT 1--._-ISiiil-"'.-+-.!E':AO~-l~E;XH;:;A;:U;S,::T:=A~l~R'="":-:O~U:!:Ce!.T ____ .... '~----+-'. -----------"-----------! CA rnMBUSTJnu AIR . ., < 7, - OSA OUTSIDE AIR t:=i= ::_-_*_' l---.lr.li.l:--+-iU;Na,E;;,D~O-U~C;.;TW,...:..;Oc,A;',;K:;,?,..,..,---_._---'--=----------------------1 C O CEILING Dl FF USE• ; · AAA RETURN AIR REGISTER , l--,--IJil5:-.,-t-~S;;W';;A'--r.S,;ID:::EW="'A":LL~S~U;'-PPU'~~Rc,,E:,::G,_,IS..,Tc,EecA;-------1'-------------------I :J'E 'ITA VENT THAU ROOF ' ' 1S:1 · EAR EXHAUST AIR REGISTER = , F1) FLEXIBLE CONNECTION .. ..,, 11'0 AUTOMATIC FIRE DAMPER .. MVD MANUAL VOLUME DAMPER !If QBD QUADRANT BALANCING DAMPER ..IL. OL OOOR LOUVER · 1---=....,.,._:;;;;~-1~~u;;;c-+~uN"'D;f.E;;R;;C~UT;;'-'~o"'o;-;;o:.R:-------'-------------------.---,_----1, ! © 8TltT THERMOSTAT I H. STAT HUMIDISTAT · --t'-"B:;:T.;:,JS1a:wia.--+--'.e!:y1':.P,\~88~TI:;;M:;;ER;;;/S"'El;;-.F"'"°T;;l:;.ON;;-;;S:;:W;;:;ITC=H:------------------------1 -RL-AL REFRIGERANT Ll"UIO t-----'~::'S'---+---'~::'S'---t--::Ri=EFAIGFA,!:T .aT.,_l,.ON;;;..-_·_-_. ---------------------------....f -QC.-Q.C. ON CENTER EXIST EXISTING POC POINT OF CONNECTION l-----..+--lT~h~.-+~T~H~l!2!1~ · ' _ 1..0. INSIDE OtMENSIOJi ___________________________ _ 0.0. OUTSIDE DIMENSION ' W/ WITH SIM SHEET METAL • 1-----+---=S;:,/~S-t--;;STAIILESS STEEL GC Rn• CONT ----i----------------------------1 00 SO SJJPPLY DIFFUSER . - ----------,------------------------------------------------1-20. AIJTOHATIC FIBE DAMPER REQUIREMENTS ARE AS f(ll<711S: IN LET . VENTILATOR SCHEDULE . ' IYII. AREA SERYICl!D CFII Nl:CK AHA •• INFRA -RED· HEATER SCHEDULE SYM MFR & MODEL -----INPUT BTU/till TYPE' GAS VOLT Pit AMPS -TYPE IGNITION /[2.tt ' --7 f',.Av-~ -~ -( \I, F'CC-A~-N-1-,;;. AIR SYII< IIFR. a MODEL .. ANEMOSTAT .,--._ MODELRMD 'S-l' SEFIIES <._:.::;, DISTRIBUTION SIZE 8 X 8 10 X 10 12 x 12 14 • J4 C.F.M< CAFI\CITY 0 -180 181 -280 211 -400 401-550 16 X 16 551 -720 18 x 18 721 -910 ' · 20 x 20 .· ' 911 -1120 22 x 22 1121 • 1370 . 1371 • 1800 A.-:acCSTAT .e ~ e-0 -180 181-280 ,:::--:-, MOOEL . R:-1 GC50L : 10 x 10 ~ 12 x 12 281-400 14Xl4 ·401-550' B 10 • 10 , 5!11 -72Ci SCHEDULE_ MAX< NECK VEL. 400 400 MAX< N.C. ' 13 16 17 18 19 ' 20 21 1!5 MAX. SP. .DROP .06 .. 1<1f;,1 18 x 18 721 -910 : ~ : f-------+---=---+----1-~-+---,f---+---20 X 20 911 -IJ20 _ ..___. - . REMARKS t?I ~--r ~Af:..l'="- 1,:;;,,N l1 l&N PROVIDE 01 POSED 81..A.DE VOLUME DAMPERS ON ALL DFFUSERS RMO•FP FOR LAY-IN T-BAR CI..G$. RND -S FOR GYP. BO. a.GS. PRO\IIDE OPPOS£D 81..AOE WUIME DAMPERS. •. ·- REMARKS. A) PIIOVIDE AUTa<ATIC FIRl! DAMPERS AT ALL PENETRATIONS OF FIRE-RATED CEILINGS AIID WALLS THROUGHOUT. CONTRACTOR SHALL COOl!DIMTE FIRE-RATED AREAS WITH THE ARCHITEC!URAL DRA~lNGS PRIOR TO BID. THIS NOIE SHALL TAKE PRECEDENCE OVER ANY <t!ISSIOttS ON. THE DRAWINGS. SEE SPEClF_lCATIONS. B) LOCATION OF FIRE-RATED CED..INGS AND WALLS ARE AS INDICATED 0N THE ARCHITEClURAL DRAWINGS. . . • .. Certificate of Compliance (Pan 1 ot 2) CF-~ .r, r;-1 y ,:::_ -"";,i .... ~~;=========; ... ~r,; .. ;;;,.: .. *:.~.:+:.,;:';; .... S;"""~f= PAtJ I Gl..60tJ P 12;.! c., N 4, 12:?0 P flrqec:t~nginNr !Udng~Numbw iPRljld: L.ocallon . ?e:¥-\beAQ a..k p."";; r;.y C.E%6 t:\A.N i --u -,e,t:> Docunatalan Auftllf .O.• . Prescriptive Approach/Perfonnance Approach Strategy """"' , CEO o-a, .. -< •••• ' ' • < l$I'°&o6J 2 UBC Ooc,; ~lillC)' ~ ••••• _fd.Z:: 3 Paciicapl, Salatwd" , • • , • • , • • , , ......blA_ 4 _,c.,d .. ...,Flo«._,, •,, • 1W1 .. Aool' and Floors " 5 Pl'OpCIMCI AaoUCaing Rt (CF-2, CF-3) • , Z:4.2:J hr-F~ B -""°"'4o-.,,, At(CF-2) • < < . < µA ,._,...,,,., T F'. µ 1d E~ Aocir At (CF-2, CF-3) • •± tw-.,,C...lt~ I ~ 'Ed!rior Aoor Rt (CF-2} •• , • • hr-F-lt2IBl.i -9 P-0,,.,.,, WIIAt(Cf-2.CF-O), , 2-17, M-F-""8l, 1(1. Wid J.lea1 C:spa,ciy (CF-.3.) • , ~ , •••• -1:Jt::._ BtwF-ft2 ,, ---At(Cl'4j •... ,___l,_ h<-F..,,,_,, Gladngln .. 12 Eld:eflorW .. AIM(CF-2) •••••••• ~ .. 13 Total Gluing Alu (CF-2) •• , , , , , , ft2" 1-4 Pffll)OMCIT-o:lall'-=enl(Une13/Lhlll12}, 11, 15 A~ To-Ill SC {CF-2), , , , , , , , ,10- 16 .... , .... not. G1m,g Pffl»nl •••••• ~ "' 17 WeatEnariorWalAIN(CF-2) •• , , • ,.JZ:1t_ tt2 13 WntGlazlngArH(CF--2), , , , ••• , J!:,f? -tt2 19 Propoced Wett Pl!ll'l:llnl (CF--2) •••• , • j I 'I. 20 Aw~ West SC (CF-2) , , , , , , , , ;1 P 21 AicwMdWMI GlaD'lg P81'1»nl, • , , , , 0,A 'I, Gluing In Roof(CF-1} i Proposed Al~ 22 _, ••• <. < ••• IZ.W ·' _._ "" 23 -·· ••• '' '. '--+-__,~ .. 2:.C ~:I •... .-..•• --+-__,_ .. :25-~• ••••• ' •• ·--+---+~ .. 21 ~!5 •.... : .• ·--+ ._ --+-.. 2'l Skylght a , • • • • • . • • --1-' .. 26 ~7 ... ,,,,. ·--+---.. a Skt&ghta • • • • • • , -•• ~~ ___.'-'. .. Ugh-~S.. ,P,,,r, Z re,-AOdil!CtllJ Pl,104.;illliii.M Spe:tf,ca!,onaj .. ·--LPl>(Cf'-6) .. < ••• .uz., w ..... 31 Alclwacl LPO (CF-5> • · •• , • , , • • , ....1Af2_ Wab'b2 HYACis.. Part 2 IOI ~t Fllr10nP,a,nu:s.:«1tteaiu:1r,sJ . 32 P~s.ts..c.ci,, •• , , , , NA ' 33 Pl'ClpOMd FW! WfllilQt, INa: (~l , • • . 4,,·...,. w.a.m2 -c:,-., .. ----------1. --........... A git alk:,. I Slamp -,.,-.-.. -.. ~ .. -------J. Perfonnan ce Approach --l cec0r: .c,T)'PI ••••••.•• 1::,rcbl 2 UBCo»; q~ .... , l7·j f,, 3 Co-ff •HloorMIII. _. , , -, , , • , rz,4t] 12° .. &..dgelT ................. ~IA 5 Alcwld E~ Budg,lt{'#$:1A.}, ••• , l, -kell,lyr-12 Cllculdad Annual Erwgy Conlamplall 15 llp~ l edCebl ~ ,~. _ •••• 7 CEC Dualg. 1 ••• , • , • , • , , •-~~ .......... <••<•··········~~ Esthnaced Enwgy UM • -•<••···: ....... ,~--... 10 .,_,. , , ; .. • • • • • .. • • • • .....,,.,.. 11 Finl ••••.• ·••••••••••• ~· 12 Ughtl , , , • ~ • , •·, , , , • • • • • r,,;eix ')T.ff2 ~3 • hi 5 III0,.41 Eqaipma.d •••• , , , ,i ~,ft2 1-4 Tatlll •• , ••• : ••••••••• •'-,I-+e::trfl2 15 1\4. ToWEnerv,-U•(lna8xllna14), , ~-- Compliance Statement. GeMHI. The p,opo&ed ~ IJpi&Miilltd Ir, flil, &el of ......... docs IU,Oi I I. I it; consisl6i'l't 'Wffh iM olhiJr ~ 1otmt _ !f wotkshN'II. with h plal:1$ ilnd t,pecificdonl and wilh ...., OSI c:alt.:uiatlonl « c:ompnlf MIi 11.Jbminedwith flis permit 4F L ~ ~. (ririwl --) Thi .....,., esti'ntlta prnenlad on M lam! was eaia;lttad ~ 161 eelc;t Mn e m.tlhod inclcutd mxMll and wit, N-CEC • I I I.ad bl: ~ 11A(:-tacl eng,1aering inpull lo!' Iha-IPf ti a1mala zen-• ~.L;;;J.21...,_ i-_,"'" -""""° ~ be9'ii datqNld -=i 1 =:. f,,a. req,Jramenu; of 'tlw, J.lii:lmdiM =---./ x-:Y!'N~~.,,,,~27 -• r --~'A•'-' , . , --~«.t:,.~•1:,E. ·r~ '\. ~~~4 . . jl"' ~ "~~ ,,....... -' -< l--,,_,.;,.,.~ .. "' I ~ :.U:,~L 34 AbftclFW'IWabgelncln:.,,, ',b ... ~~-~~i,w-t!r{,,.,,_e,.p__Y> •-eoooo,-........ ,cF-<!CW.,< ..,... ... Tliaphctoa 35 .l.bftd Cooll'l9 Pl I IFIIMIC , .~I? , .,,.-,1, 0 ~ HtJ.f./'A':J(r.>f.31 P1 I I HNling" p..., lndtli (CF◄_) ,il:, r Bulllilt . 3S AloMd"··~ POIIWl'lndn ~I ==================I· · FamAtvl:Mds.-,nb«lMI .... _ .. _ Certificate of Compliance (Pan 2 ot 21 CF-1 ~/1$00D AtreJ$M® l\fCl·S """" cF.«-lad a, .... baii ... Ill 'w Four Edc.m;.e11l~ Sign&lr9 -..... ._ __ ,,,,..,, ~ -(Pm! --- HVAC ' ' ' REVI-BIONa ' I ' * ':.,\.)11 ~~" I ~ ,_ '-' !l 1100 Jf- -.,. - . DRAWrr,t vA-- CHECKEp av DATE e,el ZZ,R:,f,, JC ■ ND. 4,f? ,:z -z • Io ■HEET _,.,...,,,;-: ,.Mt) . . OF ~ 8.-IE.ETS I , ' l ,. 10" ~ IB' ( w..J .;.o) 0t1f\"I.:( I ~ I'< e-f' t:>L-1 er"' ~:( e. r---~- ,~, I G'' ~ a,;;' (1..1~li,'O) ¾lf'PLTI ' e,; ed. c?c 1c,r0 o11:e [ --- W'" 14'' (i,Nie..o) '?~A"i,Y" rZ~1 . t",l(.,f se, c,IJ.e. t ;'.j.c ~ I e ' --, : ~j , ' . ; f ''-'::' . -F-·1-·:-c· - , I I /I --F. : · I L_"'"-'-'-'""'-' / 1 ,_ -+---- ' i I ! 11 '' f: ,.~ ---~ •• ---~ < -----------+ ~--✓' SECOND F ... OOR ---- 5cAL-Ei. ~1@-11-,::::,11 ---------- / ....-------- ! • . t-'---_ _J ' p, AN f - ' ' ' ' ;' I i i •..J., -- FL-.AN ---------- I~-f-T ::,~ i..-&'Llv~ (~le-fl!. I""' ,A-[2..?-H IL, P\V,::;,11..,,.) r--(-r(F, ft:'!'?-4,) ' -1 L..; _ I <0Q. F-,. Pa? p,. c,,qJ v ecF- ( ~ Af'-?H'c--D\V?(•,) -1101A1 ~T c?" tv':r"• ~ ~• 7,::/ec-. ' ' I ' I H • •'H-, -' I) I ' I _J_ L -------------- l p;o 2-':iA FU"JE ffi •12 WIRE 1 PHA-<;E --~f\ ' I / - ' ! I I_ TO RUN J'2.E:, LlTE"::i I • ' I 1J; -10 ml /--~---I&~ ...-,:::vo ;::::<.H, :ci4£H -=I" _,>.Ll( vCZZ-iJ, ' ll_--:==='==~==:'.::::=~=---==1!'==:..:.::::::'.::==!::::==•:JI'. l=-:-=:::'''=i ==!:::=:::::==='==='.:=:=::"::I =-=;-1 - 15A. 'r-U':>E ltll ¼'l~E 1 PHf..."?E & /1v \ I / - • ~ \J_/" 2.0 A J:UC;,E ffi "1,1 \IJli'E 1 Pl-I f:>..",E. ' 2.0A. FU~E 1'-14\J,fiR.E Lt '\ P'HA-=:i.E r-:-e':-f-~1'2-1 o' "?t-Jeci;.::-r fY1 ~ "!, f-"""2-~t.J I I"· ~-IYl.?'J , .. rr, rJ?I !?~All.-,<;:,• ('f"(f".) .. -------·------------__ ...._ __ _ ---- ·I' -:;, , -I ·1= , U1:• _,:::1.: i \:l i:!•1: · -,, ;, . No1<-TH Rl!VISIONS BY A''J·BUlLD D\l .. ff::1'?. D1-6 ll · 07 -89 1 =:: ,-·-::i""o <• .,o • -'!" <"O .,, ,.. ::; -•·-.,, -:: .... ..:~ ,-oC -= -- • u.. OR-AWN DA-. -I'° N-L f-_ CMECK!ED CA.TE ea' 2~Fai,. COB NO. f?c;,zz.. .10 BMl!!l!:T --· :a-21 ~-----·. ----'~ "" ? SHEETS ... --- f ' . ' ' ;_ t ---===~·f 4-'-, ,. ' '·e,,~i.-t,-Jc:ff.~· ,' ~4~~~~¥ ! ; . ~~j,,\~ · .... -,. !-~ '] ' . .. .... . ' ' . ; -. f'k'~ , ____ _ ' . . ' I. l --PAIN ttcvP \>I/ e, r w..;,.~~ ~ . . . ~ /Z49f' ,i:::.,ui:z.e, ~ ~~• ~flf2J . -. ' · e,,iJ tvf ~ 1 t,I ~-~T p,l<)rM r• IC • · ~xtt, r::-Ati ,tt~~~: .. e,.,c:i,t, f'M · ,if:f~lV" ltY · . (f"i.lf!Nf st 1~ "f i.JNt1'-. ·· v' H 1,;;;,it-t i-evl!!!t-\Ya,,;, e-u ,r.e,.. ('et"(~...?-) . t:Att'I" 6--ltitl r: (f"( <tf,~.) ·· .. ~1~ . (~l'6"J.-~J. -·~ Qliivl(: Nfl'~P-~-PAP .. --------------------r-----,--+-----------~--:'.:--'.::-:'-::-:::~-=-===-----r:;:--:-:-:::-r-.....,...r------~··----· ----~-----.. --·-,----+-·------·-------·--COMBUSTION AIR DUCT DET,.L. ~~~ 5 CEILING EXH. FAN DETAIL ~~~:--3 EXH. FAN ROOF MOUNTING D~AIL LEffl.ail!9l1>llt00I" ·~ BY GEN. CONik 811 Fl ANS Rift IIZII . . \ . : l \ I ♦ ....+-.-ti I ■ FIi ... • '.• .. ~· .. -~'! , . ··.:-f-·; . '-"': .. ; --s • ' l , f 11,,"f~ / . __ -Go!~~ ~L-e-X-· ... ~1-1 U,:j'jJ;'IJ ~v. :~-r. MTI,,, c;~~~l'U--P ____ .___-++ 11s=~=='""f=~=~i;=~= . · · ·. .1.--ivitv P'i,.,,A~ o/ :,!,.,? oiA ~ . . . ~A1.AI. ~-r. M"'rt-. e:<Af' ~r .. • . (1-J'( ~, ~T'/Z,-,) . . . · ~Ji!.,tJur 1.,s,,-p1,A,-.PI ~ (1 11 ~~T1.:>iJ\ ... l'y' L,-ev~i.,-!r-lq i!l'J;j.(p ' . . •. ----1 8 DUCTTHRU.ROOFCURB 6 SIDE-DISCHARGE A/C-UNIT DET,.L ® .g, ~-B-'(-PA~ 1'1Mli'-J?,. "="\V, -~ ® Pl"S-v• - ,b\V, @) T..,.___, 1tt~~M~&'T"A-f ____-- (-f''f(-) @),,---.. ' ~}--(Ji'J:) ~ @ @ _c:fr= .. =="'f=··=l~=A=•·. =· ··=~=·· =;; -=~=~=~=® \\11711 (~) ~f) , . , -------------~ I ' @ L4f ...J 1'K ~~-IYL:::14:AT (-,,;.t,:,"f -r"" r,,\A ""~ ~~,9"f". @1?i.Jil-,1""'-1i,l r::>1~-PL-.Jq ......._,_ ® ,......__ 1Yr f'Pf2-~W+-"-:::'-+ l~\/--lf l~,::?\/,-lf l~V--if ® 1 ® l (l IZ~ v', -l.t, ® i --'ii' 6 Pl]e.v, --( ?-I !e,?-----( l"f2-lc::.~, ~~/2.- ' \ I \ i ~lf<'v. --( Bf'./<.~, ,-,....... @) ti ------•------.----..---•--• •----T r - \ M ' I • l CONTROL WIRING SCHEMATICS ,..,__, ,,...__, •· 4. P' Af-1".q,,>Y M,?l)rrf'irl""f f!""AMl!----J +..-v'-., .. -., -1"'-4-,,,..._ _____ -i -~ A/&--LJ!'-111 ,-.,., ,. . 1V1PtJ t-l"'f I AA, I"' ff;<M) ~ ,!!-f!!'A. t:,-.•,-:rJ l'!'-flZ-(j"-(f, , ' ¢'IA l,. v'. ~,-; fVf :\-• . . ~ t-l'W-1"-f"J..A~l ,-¼ .·· !!>'( dlf .,t;-.\ ' ' ' !<i;ilP 1t-l~I--A:1~ (e,r .?!-~-) ---------.. A/ i:;.-lJ N 1 1 · -~ f¥..il---,, L-~ ~i..--r 4-' ,::;_e,_ ,'\tJ I? 1\1 li""t-1 -I 1-l I Z. " ----,::,p-t,I>.· ~"""';..I!,!:<-~ 'I:!'( ~-P·) . . v,Af,J"f.&T~I~ (~Y ""'-?<') -- ~,~·(~~-.::::-.) ~~ ~ ~i,a:,.--:---,.._: A/C-UNIT ROOF MOUNTING DET'L. I-:??' V, -!f ® l ,:::;-1~--·--( f3,~r'-fl. ® 7-qc,j' f'f'O "1 fl'A IV! A BL, E::--n M ~ ?1--R?'i<- < L..,.L'-:,,-,L---,-J i I I i @ '--h-'~---17 .,;..,-✓ ~ t-t~. E?\"-F,A'7? -I I ' 11 i!Jv1~ -7\Vl'f.0t ---1©' 1111 t 1 2 REVISIONS BY f..'S· BL1LO 'i)',AJ' G. ~ . DU:> l..· Ql. B~ .. --·-: Ci' Q ... ... . . • ••• ~!~ •·-,,,_! .... ...:~ , . •• ,. -- ORAWN l/_;A-, CHECKED OATl!l: t :z~ t=ee, ea JCII ND, ,-:2 -:z-z. !?' BHe:l!T -"••=3 M- ~-~--": .__::;;__..:,;:·;.;:~ i OF '3 l!IHa ■TS - i, . I ,, TRENCH EXCAVATION BACKfLL AS PER SPECS. PARALLEL TO FOOTING .GRO\.ND LINE 2 • CEM. DRYF,,CK F Pl ACED UIIDER 9"o• EXISTING FOOTftG. :: ~• ,I) AU. PIPE SLEEVES · · •a."', l"ftW'I. LARGER .,,..-,p.,R:"" ••Q. THAN "';:!,1, ~ SECTION NON·PARALLEL TO FOOTING • ·FOOTING ' I ' II ·- : ELEVATION DETAIL· BOTTOM OF TRENCH EXCAVATION SHALL NOT EXTEND ll!LOW THIS SLOPE LINE. NOTE• WHERE TRENCH IS 1-0WER THAH SLOPE IN[)jCAffD ABOVE OR FSJR PIPES MORE THAN 3'-0 BELOW FTO., Sff P FTG. l ! IL-----ME'TAL BESTOS J . FLUE CAP -,.---~,;;:::;:::1:::; .. I f2··--{~'t~,f-'------SIORol COLLAR ROOF''-.----.~..,....,_·, ~:m I~~\----,-. ROOF FLASHING JACK WENT., THRU ROOF. ---.:jlM-,J.--c---,1,,llji'J/i:. , 1·! .. FRAMED ROOF· OPENN8. _..;., ~ BY GEN. CONTRACTOR t· i, ,.._ __ _ CJT!PSf?E BUCKET'( · 1 1 f::.. 11E1i11L BE'STOS . · ----i[)! Jl11-------;----SEE PLANS OR SECTION TYPE 'e' W / DBL WALL J./.iil' ~OR FLUE SIZE I ' • HOT WAnR INLET =-----------...____ . COLD WATER INLET·------- . AQUASTAT -,,,H• NO. L4006A SET TO START ---¼ • ii I II I AT t~•F and STOP AT l4!1"F---· ·.. ~ .... _.... __ 1 . . C ' HOT WATER RETURN--------' T/PR VALVE W/ FULL SIZE DRAIN TO '14GA,STL.STRAP,SECI.R!TO 3(8"TH._aa•w,:t:j __ rr'"11~1~,~~=· ... .,.·,."T""!i l:'1·' -------.. STEEL PLATE ANCHORED TO MIH. • STUDS I 1 'I i · , ' '' · ·' W/ 112• • MCHOR BOLTS DR I.A8 SCR£'tl'S I I j ·, v. · ( NUTS a BOLTS FOft STL ST\IDS) -----..___ I I rr 'iji! ,' --"" J ! : :1: UNION TYP.--:----:-.:-. ---------. " iqfi+,..rmfr--.,-,i-'",m,.i: l!!,,m~ i!<1>1 ·,;l NOTES PPE SIZES TO BE AS SHOWN ON PLAHS 8 EXTENOED \.LI l'llLL SIZE TO WATER HEATER COMI .. 8 WI FULL SI%! VALVES. · · · •.·. FOR EXACT LOCATIONS · OF DROPS TO WATER HEATER SEE FLOOR PLAHS. I • 1'i I'·-i ! i • •• ~ 1'r , fl I 1 'iii . .. ii ! i : ; .L' . -~. ! ' • ' :ii ·! ' ·] CHECK VALVE TYP.-------~-I / SHUT OFF VALVE T'YP. _ / / SECURE WAffR HEATER TO FLOOR W/ 112"CI CttNCHANCHORS.~ / 1 ~ f?Rv DtZAIN 'fo l71,S.,:::J-IA!Z61E<-INf,::;> (1..,:::;,:?12 ,;,,1r-J~ WATER HEATER DETAIL. . ITEM FIXTURE 1 1 Ui21NAL-- / L--\ 1 1 L-A v' A1t:;i2'/ - FIXTURE . ROIJGtl-lN SFRVICES SCHEDULE DESCRIPTION A/S NO, 2221.018 "MAllhA", SIPHON.JET, ELO!GAl'EDllalL., 11.U:U,. SAVER, FLOOR MOONTED, COMPLETE WI'.llj SLOAN ROYAL NO. 110-3-YO-YC FLUS!! VALVE, O!.SONITE NO, 9SCC-SS (O!.SONITE NO. L310•NCC WITH 3" RISE FOR HANDICAP) SELF-SUsTAININq ... C!lECK Hlll,E SEAT"ilHD AjS BOLT CAPS, A/ S NO. 6.:>40, 01 I ·11ALLBRDOK" • SIPHON JBT, WALL nun-,-. COMl'LETE wrm STAINLESS STEEL STRAINER, SLOIIH ROYAL NO, 180-1.S-Yll FLUSH VALVE A!ID J. R. sMITI! ND. 644 CARRIER., ;.J~~" ·~:~~-: .. ,-:u.~vJ.~ ••Q~ .. : ~ .. -A··-:"" •·· ..... a.,,• U R1..0Ul-1l"ER. . COHl'LETE lllTI! AfS .N0,2385.078 Flr:tING, T &c S NO. B-899 CRID1 DRAIN.AND CHICM:a NO 1010 OR t & S NO, R--!326 'LOOSE KET , '. 'TOPS WITH RIG!l) .SUPPLW. -~. ,---o;;-,.--°'"'·-,.,:.--,~,=--,--• ,•.·•;• --, . .,. ,~•:-.,;· __ ..,;;.,,,..',(",._. c._•·.;a.'?',_.,__-.~:'.~c;:·"-~•~ . -. .. -. . LEG:END -· ~ $YMBOL ABB. DESCRIPTION ==----+-'SY;.;.;.;M-B_O.;;.L~r--:-ABB~.-t-DE~S::-:C:,-RI_P_T...;IO_N _____ _ 8 ~ W s~L WAST" <R ;!!;,E"'R==---+=-----JI--'! !--+..;A;,.B,;;O;,,,V:';E,....,==-------- cwv COMBINATION 'IY!ll.E 8 VENT AP_-t--':AC';CE=SS=-'-'PAH=EL=,-------,--l!D STOR-DRAIN c-Al ' . · ,-OD-OD OVERFLOW DRAIN-BEH BEHIND ·-1w-I W INDIRECT WASTE BEL BE1.0W 1----V VENT Cl CAST IRON -===----_-_-_-1=---:cw=--co=LD=-'""w"'11;"':r CB CATCH HA$( N --ICW-ICW INDUSTRIAL COLD WATER CLO CEILING -TW-TW TEMPERED WATER · OS DOWNSPOUT HW HOT WATE1<. ~XIST EXISTING -----HWR HOT WATER RETURN EXP EXPOSED F-F FIRE PHOTECTION LINE FO FINISHED GRADE FSH FIRE SPRINKLER HEAD FF FINISHED FLOOR FH FIRE HYDRANT F'TR FLUE THRU ROOF FD C Fl RE DEPARTMENT CONNECT! ON . IE INVERT ELEVATION ,,._ A AIR MH MANHOLE · --0--G OAS NIC NOT IN CONTRACT MPG MEDIUM PRESSURE~ PT PLUGGED TE,. e,.,,..,...,.,_,. _nv, .,..., ... -..,;,,..,... ----·-• J;O • ..... ~ ... ~V,&, FCO FLOOR CLEANOUT PW PLU~OED WYE . STArnLESS sTE!it, SELF-RIM, 3 7" X 22" lt 7-l/2" _DEE!'~ C<t!PLE'I"!! . ~ IIITI! u:~99 DRAIN AND STRAINER: IN-SIW::-ERA'l'OR w.-77; ' COTO C' UT I u GRADE ~nn -POINT• OF CONNECT[ 1/2 HP, 120 V, ! PHASE, DISl'OSER W!TII AUT\HATIC REVERSING, o-tl · WCO WALL CL~ uUT POD fOlNT 'OF iOISCONNECT IIM.L &WITCH, AND SillK ADAPTER ASSEMBLY: 3 HOLES PUNCHED WR ~If---SOV SHUT OFF VALVE Rl&C ROUGH-IN a CONNECT ELKAY NO, LK-4124~F, &WING SMIJT w:Is~ll!~·~!lAND;2sP~RAiY~AHDi~CH~r=~·~~~~~~~~~~-~t:~ij"v;::±iCH~E~C~K!lV!A]LVtE~::::::====t====j=U~TfR§=::ijUP~"fiIBjf:iLIE.~w,rn~F~~===== 1---f-----f--f--t--t--t--t--t--tl!' "" • ~ S "0 " • " ' ~v•• . '° uT~ ,_ -•-• HB . . HOSE BIBB · VTR VENT THRU ROOF A • 2477,016 "liFWAL!;•, SIPH m, i;wM!An:r>" IIO\lll','.111#4SR --u.r-R~B RECESSED HOSE BIBB VCP VITRIFIED CLAY PIPE -I ".!Jc,,\ 'NK: fU'.. /.?,iJ' -o/HOW~!Z \ I I V,AL-V~ -i r,::;, \ rl.a:iiZ \ I ,:_;,.IN!l.- /I.NH \ WAf ~R. ~/ H l:::O,A1 r:,12 4 , 'I I ,'l! SAJJ!R, 'ilALL HUNG. COMPLETE Willi SLOAJ'I ROYAL NO. liB-3-1'.0-YC O RISER -UP W/ WITH FLUSHVALVE, OLSONITE NO. 9SCO-SS SELF-SUSTAJNI!G CHECK e DROP-DOWN y B YARD BOX :~~ENDSEAi;1~~;,\ia~~~o91~~J:s~::Es CARRIER OR oc IH YB SAS COCK IN YARD BOX -ASR AU'roMATIC FIRE SPRINKLER RISER • ,. ;,,7-_ . . -·. ' • St:N IN Y8 SHUT-OFF VALVE IN YARD BOX PIV POST INDICATOR VALVE ' ' SY!M)NS NO. 1-1 OOVT-E "VISU-Tl!MP" SH~ER ASSEMBLY "CPMPLE'.IE -----WITH v;su-TE>fl'• PRESSURE BALANCING MIXI!G VALVE ,!ITH THERMOMETER. INTERNAL ADJUSTERS., TEMPERATURE LI~T STOP., ••T }ih]J'I !Jn l.-1?1 U17AT'\ J.R, SMl'lll N0.200SaA-P, CAST IRON DRAIN WI'lll RaJND !'OLISHED NICKEL-BRONZE l'OP, CLAMPING COLLAR AND TRAP PRIMER ---CONNECTIO)I " J.R. _SM!nI N,;>, 1.z;w OR ZURN NO, ZG-550 Y. CA~T __ IRON DRAIN, : WITH GALVANIZED~ VANDAL PROOF TOP_. SEDIMEN'J:' BUCKET AND -, CLAMPING COLLAR. J .R. SMlll!· NO. 1010--R-C, lFOR ROOFS Wl'll! RIGID INSIJLATION -S,fx USE 1015-R-C). CO!PLl!TE WITH CJ.AMl'I1G FLANGE, CAST IRON f'~,Af ~-sTRAlliER Al/D SUMP RECEIVER •.. ,:. _ ... _._ . • R. s .... 11:1 NO •. ..,.,....,,...--R C. COMPLE"TE WfI'H CLAMPING _FLA;NGE, CAST __ 1tif1;:~ IRON JlOM1: STRA!Nl!P,, SUMP RECEIVER' AND 2"__HIGII IIA'.IER )>AM. ... P, P. P. NO. P 2a COPPER BODY. ADJUSTABLE,. COMPLETE Wl'ffi 1/2'f COPPER T?PE 'fL 11 PIPE TO RECEPTOR. (INSTALL PER '" ' !MANIJl?ACTURERS RECOMl!ENl>I.TIONS). ·-,.. . ..... -..: ....... -... ,.. ............ ., ....... ,.~ il'JALVES, . .i\!( AUTO!l/l,T);CALLY OPERATING PRESS, DIFFER~Nl'IAL, . _ -/IRELIEF VELVE, SHUTOFF VAL\TES AND TEST COCKS. FULL SIZB SIZE '.•--• ..... TO FIN GRAD!. . CLAYTON 90G-Ol PRESSURE REWCING VALVE, l 1!4" SIZE COMPLE'.IE --1 ·-.-t' .. •ITH BRONZE STRAINER, STAINLESS STE-li'.J. TRIM_ now CONTROLS. FLCI< STAl!ILIZJ!Jlc. (Sl<T PRESSURE TO 75 P, S. L) • J,R. SMI'.ill NO. 3150-12, CAST IRON, AClD-RESISTlliG ENAliELED INSIDE WITI\ no(ra Sl'AAINER, NICKE:L-BRONZE HALF GRATE, UNLESS OTl!E™ISE lliDICATED, AND SEEPAGE FLANGl, WI'.ill TRAP PRIMER (:QNN, /,s,. REQU_IllED. _ _ ,.~y NO, LR-3321, DOOBLE COMPARTMENT; 18 GAUGE, TiPE S 02 STAINLESs STEELJ SELl!'-RJM. 3311-_.x ZJ.-1/4" ·X 7-112~• DE~r-WITH: ,/PRY TEMP,: 81 ·. ffiESSc REl I EF V/>L. VE DN DOWN SERVICES WATER SANITARY VENT INDIRECT WASTE GAS INSIDE OUTSIDE INSIDE OUTSlDE 'CffiCEALED EXPOSED INSIDE OUTSIDE INSIDE OUTSIDE FLR FLOOR PIPE SCHEDULE • • • •• • • • ·• • • REMARKS l/_11 ½' II ,:::,II I I . II n:, t,. c. 1/-i. --· -LK-99 DRAIN AND Sl'IU\Il!ER: 4 HOLES PUNCHED FOR CHICAGO NO. 1200, SWING SPOUT wrrn HAND SPAAY AND QIICAGO NO. 1010 STOPS 'WITH RIGID SUPPLIES, STORM DRAIN l~SIOE • A.O. NO, BT ·100, GLASS L!NED, 100 GALLON STORAGE, B0,000 BTU/HR INPUT, RECOVERY=· 103 GPH AT 70o F, RISE, 4" DIA, au·E. APPROXIMATE onRA'rn1; lo!EIGHT 1,200 LBS;, COIPLETE. WI'.ill RED BRASS'NIPl'LES. MUST HAVE /!SHRAE 90-75 STICKER OR -OTHERWISE C(MPLY WITII TITLE 24. REQUIREMENTS FOR SERVICE WATER HllA'.IER. FIRE OUTSIDE • .. ' INSIDE OUTSIDE l---i-----1--1--t--+--l--f--t--tal".-,:o~. ":SM,c'll:I'.ill;::-NO~.~DS;:E~-,;o:20::',~GLAS~~S";L";INE:o;;;D:-KL;;,E~CT 'cc".",20 .u"1GALL:lii:iJOD1Ni ___ ., __ ..., ___ l-____ ..1, _ _i __ j,_,_.J.._..J._,_ji,__J..._.J._.J._...;L.. _____________ _ -/,'/H\ \Z - !@\ ,l.ii«![Af1DtJ i \J_/ f'LIH P lfC:\ STORAGE, 6 KW ELEMENT, 208 VOLT, 60 CYCLll, 1 PHASE, RECOVERY = 35 GPH AT 700 F. RISE, APPROXIMATE OPERATIID WEIGHT = 300 LBS,, COMPLETE 111'.lll RED BRASS )lIPPLES, 1'IU ST IIAVE ASH RAE 90-7S STI-cKER OR O'IREHHSE COMPLY WTl"R TI1LE 24 REQUIREMENTS MR SERVICE WATER HEA'.IERS, LT.S. MODEL NO, MDT-6000/20B; 6KW, 208 V, 1 PHASE, 60 HZ, 8 G-PH. A.T 500 F, TEMP. RISE, ' B & G NO. 3/4" P.R. !NLINE TfFE, .1u:1 BRONZE, 10 GPM AT l6 FEET OF HEAD, 1/6 H,P., 120 VOLT, 60 CYCLE, l PHASE, 1750 RPM, A/S NO. 0356.015 "LUCEH.NE". 20" X 18". r,J'ALL HUW. COMPLETE WITH CHICAGO NO, 2746A-E12 FIITIIU WITH POP~UP DRAIN, CHICAGO NO, !01.0 .OR T & S NO, B-1326 LOOSE KEY· STOPS, RIG~D 1 t. GENERAL NOTES BUOU Caotmcm«NT or 11011K, TIii ccwni,~TOl IIIALL VtRin Tl!! !XACT 1.0Cll.?IOIII, 111',IYATICWB,. IJfD CIW<,\CTERISTICS 07 ALL 1:/T:ll,lTillS Alli:> PIPING AND SHALL . ~DU,TILY IIO!ll! '1111 ·AROIITECT or ANT DIJCUPANCn:s. • • • • • ··-•.. · .. a.,, •• , = t.oc.<TtO!II; Kl!l'N'fllll JIJ!IGBTII An, C(l,ORS 01 'PL.UHBING F!XTIJRES SRA!,t BJ: teTAIIIID n.at 'l'HS AJIQII'l'l!cnJRAL DMIIIICS. · SU .UCRITEC'IVIIAL: DRAIIIHlS FOK HAHOIC4P rrrniu LOCATIONS AND J«lUNTING HE!GIITS, ' (INSULAff ALL IXPOSED HOT WA'Tl!lt AND -ll'AAlH PlPIJ«l.BEL™ HANDICAP LAVATORillS AND sno:s·111ni AB.HST!lOll3 •,!JIJ!Ori.zx• OR !Q!l,\l,,) ..... · .: .... '1'111 CO!ffMCTOR Sl!Att. !WC! ALL ARRANOIM!HT3 WITH U'l'Il.ITY 'COMPANIES FOR SEIi.VIC! , AIII) CCffll!CTIOlf AIID' 'SIIAL'L IWJ! APPLICATIONS POR SERVICE A11D PAY ALL YRS IOR lll!l'ALL-'nCIII, CO!llllCTWN!, MlrDS AIII) l'SRMITS, . . . ' . , . 1-~---------------------,-,b,-;-:C.,--,A_L-f;:. __ : -T,,=..,;:-t-----------------------,------,1-,,-/"1, I \LI FLU E D ET A I L , NON~ , 3,; 1-------1, 4 ~ 1----+-----li----+-+--+--+--+--+-~'"Ac"'o"'RN:-:, N"'·o:-•. ""B.,.,18,,.6-•. -:aTY"'P"'E""'3"'o4,-;:;sT'"'A"'INL"'"E"'s"'s-,sT'"'E;;;;EL,,--,....,,,,RE"'CE""s"'SE"'n:-:B;;-,ox::;-,:u"'NI""T--, SUPPLIESJ AND WALL-HAWER WlTH. STEEL PLATE. -.. ~ AL'L IXTERIO!l GAS COCKS. AHD l!Al'Ell SHU'!'. OFF VALV!S . SHALL Bl INSTALW IN YIJtll ~,:~~~I? COVERS .ectiSPIWOOILl' IIA!OlaO ''GAB $1Ut-orr• Allb "WAT&~.8in1T:'°"-"-.. .,_ ______ ,,;_..,;;:;_;;....;;;;, .. -.-._; _ _;";;_;..,,.,..-.-. _;_,.;;;;~----------.l.!..==:::...---L~..:::C~------------------------------lL _____ ...1.,:::.,.:;_i /Qc2.\ Cc,/,,/_,-,,-;, , ,1 WITH 3/4" CAST ,·E,RONZE HOT AND COLD WA'.IER VALVES, SCT!.EIIDRIVER \ •r;; ~r/4 y; t i' I 1/2' _ _ _ STOP_S. VACUUM BRE/\l<ERS, AND 2" WASTE CONNECTIO!I. ' ,.,.... _j, ~·-~ ."E -...-' -. -~~~?~ ?-;,_, ..... A -- • ', M\ ,;:,~v1c,,1:c, \ I / /;,p,J~ A/S NO. 7740.02.0 11'FLDWELV1 , ENAMELED CAST !RON CORNER FLOUR MOUNTED, CO!PLl!TE WITH CHICAGO NO. 897 FlTTIIU WITH INTEGRAL STOPS, PAIL HOCK, WALL BRAGE, AND VACUUM BREAKER, A/S NO, 7721.038 3" DJA!mTER DRAIN WITII STRAINER AND A/S NO. '/7!oS.011 VINTI RIM GUARD AND HOSE. A4, PLUMIII!C IIORI SHALL BJ! INS?ALLl!D SO AB TO AVOID Illnl!FIUIICI! WITH lltECftICAL AHll MICHAll!CAL P!jUIPl!EIIT AND ·STRIJE."rulA!. l'lW!llll, · · · · . 1, ALL, PIPIHl DISQIARGI!C INTO PLD~s'fNit's AMD/0~ PI.0011-DRA!NS TO !lAV! A HIN.· AIR--<lAf AS lt!ilUIRID, BY LOCAL coo1s·. · AL'L vALv1s. umoNs, aTC. Ta BE SAME s1z1 All tnra sizE ulil:.sss-O'ItlEwisE rwoicino OIi DRAIIIOOS. . UMIOIIS Sl!ALt !! PROYID!D AND INSl'ALLE!l A1TER lia! SClll!W-'l"lPE VALVE AIID PllIOII fO !QUIPMl!IIT COlll!ECTIOIIS. PIIOY Ill!: AND INSTALL UOI.ATJON Ull IOIIS ON ALL OCJIIIJ:CtIOIIS !l111/DN l>ISSIIIILAll MITAl.8. . · . . .. ... - IO,· ALL l!l;!UIPHtllT Sl!ALL B! LATERALLY S\IPl'ORTID IN ALL DIR'!C!'IOIIS fO RESIST-·A· KIN, Of . 20% or, '1111 l!QU IPMBnS OPERAT.Jfil ,lil!l~T, . · I I, It. 14: . . . _., -. .. . . ·-·· VENTS fflRll, ROOP SHALL BE rnsrALLED.10'-0" PRCJI .OR 'TERMINATED 3'-0" AZOV!! AMY FRESH AIR I!n'AXES, · .. . . . .. _ , AIJ...-l:IOl'. WAttJ. P?Pn«:; SHALL· !-E IN&Jl.AT'BD wxni: "MANVILLE" 11HrcRo-LOCK"' 650-APT. 11'" nuo: FOR SIZ!-S __ UP TO 2" .. t~_l/21111 TH-lOl FOR SIZES 2-l/2n AND LARGER. l{ FACfOR 11-0,23. . •-•-·•-•' '. ,_. ' ~CTOR l!lfALL PllOYIDI ,ILL J.I SZR DIAG!W!S <JI ISOMETRICS THAT KAY ff JaQIJillD BY GOYZRNING ADTHORITIJ.S, . . . •'•, .Ir SOILS .noRT rnoH:Ans THAT LOCAL'$0It.' IS 'cciR!lOSIVI, ALL UlillEI\JRCUHD MIIT.u.LlC PIPS-• FITrIHlS SHALL Bl OOUIILll WllAPPD IIIfH .. PCLYEY!m.!111 .. 'l'APE; SOS O'i"IJ:LAPPBO. JAal'Il.l, W?11t Illl'QlTZP.. SAAD;, 6" 011: nl'.li:'li ,.-jOTro{ ,Alf!) 12" OH T.01' ox, rr,-, . '.· · ..... lltllRE r.i!RlCAT!ON OfIM!J'AL!,ATION, ''fflIS CO!fl'MCTOR s:RAL'L VERil'Y rw:T'LOCATIONJ ' or-lo!,l, MICHAHICAL , J!l;!U I Mid. ,AHD EQl!l:l'l!jlltt PROVIDED UN!ll!R /,NQTHJ!]{ SECT!OII Of ' "il'BCIFIC.,.TIONS. llACT llCIJGM-IN LOCATIOIIS .AND R1':l))Ilt!:IIENTs S!!At.L"BB CD-ORIII:114TD DI ·Fil!I.D. ·csu Sr:tCIFICATIONS) ", " ' . ' I&. · .'I'l!En DIWID«ls SIIAl,L BB. •nAD til COiUUIIC'l'!ON wr'Jli MID 11 :CONn~ ro ,;, ,.: ,~ - c,r S'EP"1,TE AHi) C<t!PL!ff HJ!QIAHICAL' ·sncn [ CATIOII,' ' . • ' . ' ' " •.· . . . ' . . --. - 11. . lD-CONTi!ACTOR Sllld.L COOlllllATI '1111:t~lCW OF ALI. CIIILIIC ACCUS PAlll!I.S 111:bt 'DIE Alll:l!IffCIVIA!. UPl.&C'l'.ID CI.ILD«l 1'LAII 0 AIID Tl!II · l!I.Bc;n.ICAL LIGHTIIII LAT<;V'I';,, . 10. ..!Dnll<;rION •nn:lil tiialKPAT_m.1 Klff!lw,s uim GRADII All!! umz llTJIL~ ·llAtl. ' n H!D11 IIITII, 2 D!J:LICTRIC UNICWS Sll:PARAftD IY ~ 12• SICtIOlf or UD aws· flQ', , m JIIIT3ll,._ --. -------. --,_ ,. . ~ .. PROVIDE "ALHAMBRA" NO. A-410 AND A-480 l\OOND TO RECTANGULAR PIP~ Al«> ADAPTORS FOR ALL S'l'RCl1 DRAIN PIP•NG 5" AND LARGER THRU FACE OF CURB. ' C "•'., REVlSIONS -... - DRAWN ?i.,6, CMEiCKll!C .Ji2 CATae,J!) -;z?, ~ .JOB NO. "" ' ·, lo SHiEl!T □80 rr, BY OF " SHEETS ' ~~:::"-~ • . .. --- • _,._ -" -"'.'.. -. . -. --' -·-. - -- • -' - . -' . ._ ---·.,._,;,. . -~ -. -> "., ';. ~ :,_-~- : --_--:_. ,,., ;., - , , , ·:;,,_ -,c· •. ,., -' ---~· • • . . -. ,' -----, f--, __ . . . . ~ - ,I,. -_ -' f-=--;,-.1_,_ ·: "\. --¥ ::.;\ ~--, :i __ ~ -, • -. ~-f·-:~ : - J ,r -~ / 1(. ----·---.-,- ✓ , , -~{---, -I ---/ ,- I , l I ' f'~' -~ .,, .. \ -~< '-.J:."" _...; " , ' -', -"Sf-~--t( r / -- -- , . --- ; ,.- ) ✓ • --=.. -- .. •• • • ' • ' • • I I I I -l ' ' j- 1 ,, I 11 Ir • j 4" t,w .,;tll"F';..•( ,1o f11Z~ '?f~IN,,_._.,.""----1 • ,iz-1,r,,~¢. ,r-J M~-(D@------'-: I I : I : ' ~ I ' I I- -· - ,'f ;. ' - y f1 -ri (\ ' • , ,I l-II ;) • --•--<1 --'." •1 C " J. . -=-------·-----------·----c+- . - PLUMBING • t::, , • • :: -r ... -. =era/ ----:/-• ----,.---T ----:i ,::,-- L i ~_, ___ ...,._ ::-~ '7 ":'.:""'"---""( ::!,-.,e,,; t ~ ~ == -::;.,.. f!!; ~ :;_ ~...,, -..:, ... --"' L ,,:.;fa_ 1 _ -: ~=~~J_?n~c;,-C,1¾~-C:. t-ui2o"'.A?i;., ~ e-·) --· - 4" ..I. L-6fi;,.iJ NM~* 14 ~-~ ::II' .,.4..-;... ::3- .::L-d' • • I- .... _;;. ..... -· _, -J • ..L -- • ----,-' --c: ;;;,_; \ --- • • --._: __ • • ( " --- ----------------------=- -, \ \ . \ ,, • ·,I , ' ; I } I ' -- · DESIGN NOTES (j) B1DD1 N6i ONL.--1)/ ----=·- ~-r1 fi".;;;:. IN&fAL-LAr~N --ro ~ F"..,;,~tv'l , 1i? vrr't" wn~ 171"71"12'1?1" "?-rAiJDARo~ ,r &t-lAU--~ c.:z,~01 NA-r~i;:, w/ ?1-r'f' f1~ f'~V~N1ION .:?F'Fl?E:-[Z. f'f<'.-10,e, 10 E!>IDOJN6', --:....=: I . -J -...:_ ;:::_ - • • I ; , I ✓ --! I , , , -I I I I II I • I ( I I , ' I , • I • • • l ; , I / I N::7R:Ti-t / \ • \ ' . \.., • - REVISIDNS A,", ... BUl',_i;;, D\vf::1'5 12-015-6"1" 46 ,6QI Lt' &. -,~ ,~ .qo . -.,. - Qs:::rAWN .?L,~ , C'"'ECKECI ..li2. - BY DU> A:!' :zg,."'.:'.! DA,.._~ JC■ Nfjl,- i3wZZ, It:> BMl!■T , --~~-=µ~ - 0.-■Mll-■TS . .? ' ---" ,;/ _<.l C . '.. . ,,,_ ·.:, ~- ~------\-.. · . ,. -<: ;;.-. ;.~. . . -~- :-')j" ;r· 1-' "' ~-. :''et --. ~:1!.~· :-- ~ir ~~~-_>--l!> ,.. ;-. ..-:-- . j__ /~ ~ -~-----.,,,, _,_ ,,.. ,... ' 4' N. e,ist, , 0~ 0ifi,,. FV+l-fi;.l.:'cvf/f, f 4" DIA, f1i2~ WN0 6Bt,,.1 hU '711~ PLAN ro fZ. wt-tr ® (°{1)(~~~~ ~f -~(1'~f _ &~~oci otJ.- --------/ ,L __ L-- --- PL,UMBING• • --__ I ::::: :... OOR. p, AN: ' c-' _, .. -,.,,; .' :. ;:, ·_ I -1 ir-·- _H! -----I i;::: --. _,--,-...._ 1 ,.._:d .7Z '.::7~ !c,E -c~ . ~' ' ~ • -' .. -----1 ""I~ ? ,J DN. I N'fo / ~1' RD; OD ?N "f2. A~V - !>11hve>~.® ,(~ c1f'•<> ,A/c., c,it-111 Af:>V. N/6i,C- --. -----'-'.... ...,.,._ - _1~.4!" l,iJ. otJ, ~ A~W l1'2AP I;;' ✓,;i.N1 AeN • -1· ' . .i I ' -' . ~-¾.''6> c,iJ ' -->-~"Gi.W.- -, __ ' ,, I , \ ., ' !l 1 ,_ I :j !: I !,_,✓-::::~} ~~ '.11 ) ~ ;, 1' j ''.Gr U P-f o ,Y<:. u!--1, ' A~V, .-l/G,,C, , !: l r- SW -- ! -r (f(F'-2 :~C~----.-------. :::;. i j 1 -. ;.~--; .~c.__:f.::; ' i .; ill ·'j ' --',,.-o l-,.. . ~•a,J, I' H .:?'-~ _;;=~ :~ - F'D PLUMBING7 DESIGN NOTES (D G-wo'N ?'1Pi:,. ou-r of wAu.,,, e, {)' Af;A!. f1tJ 0u!<'r. f ?-tJ-( fL---LJ,?,,H -ro ~X'ff:i.f"'.1012'. WALL-(f',i,:?V1DG "?rc.A~HB~~) (j) '71C/2-M Df2,.A.1 rJ -fo -f6fZ.~IN,A.f!!. e,. ?uf2B-f;"&~ "'°U 011~ P'<--AN fv!Z-??Jr-Ji, NJ,A-f1or-.l, · 1 ® Jc, 8~ IN"?'f Al-vW JNv'E:-fi:'. r1!2e:--?P'f2 IN~ L-~i<'.. /4.;'r,jf p:'.AL--1"1 c:::N'(1f2'.~ INhf,A:...L--,A1'1orJ 1o I¾, ca>f2e> NA'f~D ,1/ ?rfy' r!~lf::. f'fZo'f~,:;'.,"fioN Off1C:-6-~ f'~ 10,e 10 1=>1D, © 1o ?~ 10¥.AL-L-W e,y' f<'.-1-f?H~N · 6,xi-1AJ'=>1 ~=v c:oi',1-r~,::,:fo!Z, tl'-lf1~~ IN41.AL-L.Af1ot,J 10 I¼ .e:::=12D1N.AfE:-v w/ ?i-fY ~I~~ f'~~,:;..f10N OF"~l?E=-~ f'~loi2 fo e'>ID, --a•w ~ . . ¼' ,..l:(o l.AV. 1A IL-fl= '~ .~ ' ,-----/4><~-~--------------( I L u ' I ('Y~-2) ~tr-rr.-~) ' _REV!81CNS A.'?-"B-1.-1 ILD D\IJ[:J;_ 11-03-8"'1 - -.,. - , ? L-°e; AWN - CHECt<liC j:2'. BY OL~ • u. ;2.3_;&;ee) •. . . JOB NO t3& '2--Z.' ,0 SMEET ' u~oj ----- o• SMEETS --"' .. _: ~ --, '! l ' '! ' 1 ::~ : ' . -~ .,i ;-' ' :-, ,. __ ; ' / eerie:~ ,.. IN~IOF<: r-,Joi-/--@~» WAU.. ANCHOAAGIE. u q;-». . . 'JtfT":J V '7:Z ll•/v tr' 1 ,t H&fl :/.-. e, ?,,;1.11•/.,. I 11*~ II ' ,II -(P i 1-------'~~--i,_"'+--------J 1 x.-........ -X: -lll • '-+--+------1-~=mi· .i=.nrtli!: =~1 )I 7 .. .. _ ... ---.~"!-'-. ,, ·~,; =,--,...., C,,,NO. e,,...~ <e:>i ~e fr'c, 3 4-5 <I 7 e "I 10 I I (i::''51) !..>-f" '5F'L-1Ce-(1,J) }-i! z,s,,., -z+ 'ZA ,u, ~ +'I ~ ii~ 1"4 lt9 ...l -c. ~~ ...l -~ .. -1?4 t4-1£1 45 5"! ?!; "15 I la> " ~t\l a,.,,,o # Pf, v,, !;,J ""'I 5"1 ~ eJ't foJ -~L ti: ~ <;,::>a:, -t,1-# ,u, ~I ¼ <ti, se ,, ., .. ti j Ill >~tt ~J('t' Z<I-,t,t v.r ~ ?5 4, 4-!5 So ~-- N~re:. : ('.~ .. -+"' i,(.E,J f>,,~ • ?:> .f 11'"'" e:;,14.,:;,; t j s ,1,,:, !<61 f,::,JZ 41',;s ~ 4' LA~!:.~, j.:>OJ.: -"'l-1-E.~F'&><l:>E=.0 _..Joi N1-'# --~ ec>r-lr. i<e,--- • 0ft f\,At¥:;1 t ~frt,0(?ioN • _c_o_N.::s_;-'['~~-Ll_c_T_1o_~_J_o_1_H1_·· -@ \ 0'MOOTH ::Vwf. 1., f4'x i~" ..-ONC2 ~"--' e to "re-, 0r~i;; JNB ~Nr? ~, Y-t AT e)("(e~ ~ ~ &' xr 1t111=1(t<'l"l-<$1.,• e, • . , i~~1~~-~ -- iYfk::::AL. li-i"TeRIO~ ee:AR!iJGf i'-JON-5fH:A~ wALL-Foo-ni--¼ .. ---'"··· -----. -- ~E:L-6-~ ~I~ ~~-"'6 "u:;r_ 1t 4-aoi-J-1: Mt 4-Nl.t!i -~!n••-~ 1-~Jt 0 f.f v 0'QJ1'. . ...J-+---1>-w;,...1,J,,, tr rr&- lt"':rHr::. MAf rfl:?. . f,?2 Ot';vv~ A f ft>~------ . T •'°'5 "'4-'-d' ~-,1"-<P ~--5 ---i • P.' 1-'5 Ail.\. f!T- "$'i, '=-~ z.11: $" P,,,/ Lh €. i:=vn-tA,~ ~s.--.... • .,--y P.' 0 P µc,i. F<E: I f--1 i::. I N MA-501--l RY ~ CorJCt<'E1~ WALL'?· At-le, ~!,ABS . ~ z "' ~ ' ::.- =,;. c.otb. ~J2, .:S,i ,,; e. fa-~ 4 ,;; (,-7 ~ "'I (j) ® 10 II ~ ~ (f'-::,1) L.-P-F' ~IC e. (11"1.) ,Z 15,,7 t-4 24 ;lo !'ii, a,"! "It /15 14§ 17~ ~1 ~ t,f-Vf ~ 4-(, "& 112 le>t i?>:2 l.63 -ztl.<:x ~~~ <fa:,O 1A-✓.!+ ~ +~ !!t "11 ..,., II~ 14-1 J~i ~ '/!<f -24-¾, 4-?> 5"' ~4 01 I<>~ IU. t-'\A':<>Nl('l' tit 14-f!,, :;, '5 <!ti 45 050 Sil, "~ "' "'r"' ,;,e,1 f-,#, 1f "7 " ""4 eio.~-e.; ~~ ,._ ~ K<!iol Fof'!. 'Ii-5 ~"-1' ~liof(. 'f j y l l 6fL-ICE: F;Ea.Ulf?.E;MENT-S ~~~ . . • PAAA• 1 EL.. to Foqr1~<!ile T-6-r;,~-F'l.:>e. ~e-te--z' V,P'6,EJ:<: ~ P'lf'e. P'A=JtJ6. ~ Fl2Sr -:,f'E;"1, l°1 --~~~J..Jo F'I~ -re:, P'M5!5-n,1"11 THl5 ~ <:>F ~. ===== -----.~-C-0/'1f.l'-.C,'fW f!l,l--.. "IP'~ d .. IJ,,l,F-1'1AMmP- ~-3d F~ 1t2 rt1 '11-e, l~~I~ jc:,. 4d f!' ~ If "I At-JP ~e.~ 'J -r-,."' / ...;... __ . -. c- I!;-.( P.e ooi;i:,J . ff'::NI c,rz.1Z I' Rol.li.J / ~ oil. / p-,.{1.6. y'!;.F(."f'!:i Af-..1!7 " fe it ,--BU ~t:1 ~IN ' n1N , • \'" f-0 0 C,f:AJ7f' ~ ~Nv. f,AVltlf,:I U.uf':? • llf~ ~1ff . -11 . .r;lt 4-----r--,4.l:i .. t1Ek;J:t!T ~l~l'I~ Fi' <!f< Wlt:ii1t 41.e:>11 .. 4-~ 4-&'o/'c, s,'-pll t4-tE,~•/c, c,:l·c::;>' • 4@ 1;; ••;., e,',o" ii' 4-e, lu>"¾, ~1-.~i.JJ>!; ,,Y ~ llq, A,15',. -. . ~,, ... ,._ -r " Re:i?H-6Al7 ~ A,Jcl-ioQS <:1 .+e,•-(~ M,t-1.) ::,-p.Jp l<JAU.. ~'f----t~tt--, i,;e,.::;e. ,:,F ~-1A!Sot-Jfi:-I ,,., ~~ ~I.I,. !I• 1..~ 11.,i.1 ,•.(JI 1,-L,...(plt Pt.At-! ...;1~w A:c wALL. / l. All masonry shall be reinforced gra.,ted nascmy. Grout solid all cells widi contain rebar, tolts, etc. Gn::llt solid all cells t:elCJiiri' grade. 2. Mortar shall be Type 11 Sn mixErl in the proi;:ortion of l part Portlan:l. Ca:nent to ½ to ¼ parts lime putty to 2¼ to 3 times the s= of the ce,ent plus lime p,tty parts of sand. 3. Grout shall attain a miruJmmt ~ressive strength of 2000 psi arrl shall be mixed in proporticns of l part Portlarrl Ceioant to 1/10 part lime p,tty to 2 to 3 parts sand to a maximum of 2 parts gravel. 4. Aggregates for trortar am. groot shall be natural sand arrl rock conforming to _l!.SIM C-l 44 (mortar) arrl C-404 (groot). 5. Cement sliall be Fortlan:l. Ce!oant conforming to l!.SIM C-150, Type I or II, lo,, alkali. • 6. All concrete block shall conform to AS'JM C90, Grade N-1. 1. All reinforcement, OOlts, etc~ shall have a mi.ninun grout coverage of 3/4". All brick shall have a mininum of 2½ .. grout space, ('). See the architectural drawings for type of units, laying pattern am joint details. Unless specifically sho.m. otherwise, all concrete block shall te laid in runnirq tcn::I. =uRAL STEEL 1. All fabricatioo arrl erectioo shall confonn to the latest e:liti<n of the AISC Manual of Steel Ccnstructicn. 2. All welding shall be dooe b-f certified welders. 3. All structural steel shall conform to ASIM A36. 4. llncoor lx>lts aro unfinished lx>lts shall conform to AS'lM A307. 5. All welding elect:p:nes shall conform to AS'JM E70XX. 6: AH,: fUPIB-0HAv..-CoNWN fO ,AMTM AWi (4V j0!). . . t¾UW vAMINATw' J.{/i,ie,fF on(@ fi?f' Now,;,. HIGH STI!Dl3IB roLTS (H.S.B.) L Hi-gh-strength OOlts shall conform. to the provisions of the "Spec1i:fcation For Structural Joints Using AS'IM A.325 or A490 Eolts.0 , latest edition, as approved by the ·Research Council on Riveted and Eolted Structural Joints, and the provisions of U~B.C. Stan:iard No. 27-7. 2. 'lhe as.sE!fibly surface, including those adjacent to the washer, shall be free of mill " scale, oil, paint or other -coati."lgS. 3. All H.S.B. shall be tightene::l to a OOlt tension not less than that given in Table· 1.23.5 of the AISC Manual. Tightening shall be done by the turn-of-nut methcd, by a direct tensicn indicator, or by properly c.alibrated wrenches. Provide hardened washers under the nut or t:olt head, whichever is the element turned in tightening. IO'.D FRAME 1. All structural lumber shall be Il:,uglas Fir of the followirq grades, conforming to Star.dard Grading Rules for West Coast Lumber, No. 16, unless note.::l. otherwise: )'<afters, joists ....................................... Na, I lft:Of Beams and stringers ................................... No. l UOOF Posts ain tirribers • , ..... , •••• , •• , ••.•••• , , ••••••.• , • • • • No. -1 l200F 2x4 j oist.s and rafters • , ....... , ....... , ............. , r,lo, 1-I 4-0of Studs, blocking, >'lates (Douglas Fir) ................. }lo.1, 14--0<>f NON-UA~1N8' v,rfl/0 PAf:frfiON";, .................. No. 1-. f>Ol)f 2. All wo:.:d tearing on ccncre1:e or masonry sha.11 be pressure treate:3 Fir. 3, Each sheet of ply,,o:xl shall te identifie:I by a registere:I stamp or bran:l. of the American Plywcod Association. 4. Ply,,n:d for roof sheathing shall be ";Tf;";U:;.r. :i:. Use exterior type, min. C-C grade where ply,,o:xl is exposed to weather. Plyw:xx:1 for floor sheathing shall be JtrC? lJNl7BfW,.'()vlfi.Nf ~-All plyw:xx:1 shall be glued with exterior type glue. All ply,.,ood shall cooform to U.S. Praluct Stan:lard PS 1-77. 5. Nails shall oo C-Ot,-1i-'10N, Nailirq shall be per O>apter 25 of the Uniform Building Cede wlless noted otherwi51= on the plans or details. 6. All metal coonectors shall be Simpscn Stra,g-Tie connectors. 1he nails for these coonectors shall oo joist hanger nails as manufactured b-f the Simpsal Cb. 7. Provide 1x6 diagcnal let-in bracing \at approx. 45°) every 25 I -on max..imum. in stud walls not sheathed. Bracing shall run o:ntinuous fraa sill plate to top plate. Nail with 2-&l per stud an:l 3-lld each erxl to plates. . 8. Provide fire stops at all intersectioos of stud -walls at flcor1 ceilim am roof. Fire stops shall be 2x ncminal thickness of """"1 an:l shall be the full width of tlie enclosed. space. Place fire steps at a maximun spacing of 10' -0" in the vertical directicn. Provide 2x fire stops in all furi:::ed sraces, vertical arrl horizcrrtal, arrl at a maxim1in spacing of 10' -011 in each direction and at the same lines as fire st~:in adjacent stOO walls. 9. 'lop plates of all stud walls shall be 2 pieces -the sarµe size as sttrls.. Splices to lap 4 • -0" mini.nun arrl be nailed per the details. 10. Bolt holes in wca:I shall be 1/32" to 1/16" laxger than the ocminal lx>lt diameter. All l:olts sliall have starrlard cut washer under head arrl nut unless noted otherwise. lL All bolt:5 shall be retightened prior to the applicaticn of sheathing, plaster, etc • 12. Structural rre:rber!!i shall not be cut fOr pipes-, etc. unless specifically detailed. 13. Provide 2x solid blocking bet...een joists arrl rafters at all supt::0rts. Blocking shall be one piece arrl the full depth of the joist or rafter. 14. eros:S bridging or solid blocking shall be provided at 8 1 -011 o.c. maximum for all floor joists nore than 10" deep. L Manufacturer shall suwly to the Architect/Engineer am. the B.:!ilding Department calculatioos an:i shop drawings for approval prior to fabrications~ All ca"iculatioo.s arrl shop drawings shall be signed b-f a registered Professiooal Engineer. It shall be the resp:xt5ibility of the rranufacturer to obtain Building Department approval of calculaticns arxl shop drawings prior to fabrication. 2. Trusses shall be designed in accordance with the latest local Building Co::le for all loads imposed, including lateral loads arrl orechan.ical equip:nent leads • 3. Trusses shall be manufactured with 0Tfl}C.-;1,f.A/, VJOOJ? Nf;e:=0, Mi'fA~ rf,Af!;; C.0N.>-lw:110N~ ,r ~iJC,fllf:.A~ WOOD Crl~- 4. Trusses am. truss parts shall have prcduct acceptance fran the International Ccmerence of Bw.lding Officials. 5. Croes bridgirq and/or bracirq shall be provided arrl detailed as required to adequately brace ·all trusses. Bridging soculd be installed as erection pr=eeds aIXI t=11' bracing installed to iraintain aligrment an:l prevent lateral movement. 6, 'l'aup:n.a..ily nm:rving ....i, n-anbers arrl drilling or cuttirq of chords' is not permitted. 7·. Sheathing shall oo securely fastened to the top chord. '!he nailing pattern shoold be staggered to avoid splitting arrl to assure nailing into each chord nanber. GEmllAL 1. All ~truction arrl .orkmanship shall conform to the 1gN, 1.ru.fonn Building Code. , 2. 'lliese n:>tes shall be used in cx,nj unctico with the plans an:! arr:t discrep3llcies sliall be brought to the attention of the Architect/Etlqineer • 3. Contractor oust coock all dimansioos, framing con:litions, am site ccn:iiticns before startir>J ...,rk. Architact/Engi.neer shall be notified i.lllnedi.ately of air:f discr-epancies or p:JS.Sible deficiencies. 4. Q:niltioos not specifically shown shall be constructed similar to the details far the respective materials. . 5. '!he ch::'awims arrl specificatioris 1epiwcnt the finished· strocture. All bracin:}, t=rary SlJR)Oits, shoring, etc. is the sole responsibility of the Contractor. Ch;ervation visits to the job site by the Architect/Engineer do not include inspectioo of ccnstructioo procea..u-es .. 'llle Contractor is solely resp::nsible for all cc:nstruction methods am. for safety corrlitioo.s at the ...orksite... These visits shall not. te =trued as ccntinuous an:! detailed inspect.ioos. 6. Design, waterials, equi:pnent, ard products other than th::tse described belCM or irrlicated on the drawings may te considere3 for use, provided prior approval is obtained fran the <Mner, Architect/Ehgineer, an::! the applicable goveminq axle authority. roJNIJATICNS l. All existing fill soil and disturbed natural soils are to be excavated arrl replaced with properly cnnpacted fill. All filling, backfilling, reccmp3.ction, etc. is to be acccmplished only urrler the supervision of a Soils Engineer. 2. All mtcavations are to be ins~ted arrl approvecl by a Soils Engineer prior to the placerrent of any concrete or reinforcing steel .. I c,..,11 3. Fcotings are to i:e carrie:l a mini.nun of v into firm undisturbed natural soil or approved canpacted filL 4.. Design bearing pressure is __ "JOOO psf with a 33% increase for seismic or wind loadirq. 5. Relatively non-expansive. fill should l:::e used in :ba:ckfilling behind walls. All walls shall be adequately shored during the tackfi!.~ .~ti~. 6. All excavaticns, grading1 ccq:ecti01, etc. shall be_ a~lishe3 ·an::1 perfonre:I in a=mance with the-rSoil;;,,~ ~s prepai:ed by 1!>"7flN& fN&:>1Nefj'<.<o -0P-N vl~, J~!:7 No.107-"I, v/\, e.o , ~J.Af<:'I r,. l"1f"i'- This SOils Feµ::,-rt_ i.s--hereby made a part of these General Notes and all rea:xrnendations o:nta.ined there"in shall be considered as minimums. 7. :ire CCntractor must verify that the plans have -.n reviewed by the Soils Engineer prior to start of construction. · REINFCRCING STEEL 1. Reinforcing steel shall confc.nn to AS'IM A615, Grade 40 for sizes #3 and #4 and Grade 60 for si-zes #5 arrl larger. 2. Welded fabric \mesh) shall conform to the latest revise:'I AS'IM Al85. ~th wire fabric shall ccoform to AS™ A85, yield strength 60 ksi. 3. Weldirq of reinforcing steel shall conform to I\WS D12-1 using proper lcw hydrogen electro::les. All tars to te ""lded shall cooform to ASIM A706. 4. All bars in rrasonry shall be lapped a minirrrum of 40 bar diameters (2'-011 min.} at all splices unless note:i otherwise. 5. All bars in concrete shall te lawed a minimum of 36 bar diameters ( 2 '-0" min. } at all splices unless noted otherwise. 6. Splices of horizontal rebar in walls ard footings shall be staggered 4 • -011 minim.Jm.. 7. Do;qels for walls arrl columns shall be the same s.ize arrl spacing as the wa.11/colum reinforcing illlless roteJ otherwise. 8. All ben:lirq of reinforcing steel shall conform to the latest e:li tioo of the Uniform BU.ilding Cede. o:NCRE"IE ' L Unless noted otherwise, all concrete shall attain a mininun ccmpressive strergth of 2000 psi at 28 days. 2. AJgte:,ates shall oo natural sarrl am rock conforming to l!.SIM C33. 3. Cement shall be Fortlan:l. Cement conforming to AS1M C-150, Type I = Ir, lo., a1kali. 4. water shall h2: potable ... clean arrl free frcrn injurious arro.m.ts of oil, acids, alkalis, salts, organic rra.terials, or other substances that may be deleterious to CCClCrete or reinforcenent. 5. Mmixtures to oo used in concrete shall te subject t,, prior approval b-f the Engineer. 6. Maximm pennissible water-canent ratios for COik..iete -when strength data fran trial batches are not available shall conform to Table 4.5 of N:f. stan:lard 318-77 • Maxim.In sl~ shall be 4 inches. 7 ~ Concrete shall be cured ...tri.le in a ~ist coo.:iiticxt for at least the first 7 days after placenent. Methcrls for accelerated curing sh.31.t have prior a.f.l)TO'Val of the :Engineer. B. "nl.e follcwiI'!:!' minimum clear distances between reinforcing steel ·and face of concrete shall be ma.intaina:i unless note::l otherwise: Slabs en grade • • • • • • • • • • . • • • • • • • • • • • • • . • • • • • Center of slab Concrete lJelCl,r/ grade, forne::i •••••••••••••••••••••••••••• 2" Cbncrete below grade, unformed (poured against earth) ••• 3" O::lncrete e.xpose::l to 'weather ••.•. ~ •• , • • • • • • • • . • • . • • • • • • • 1 ½" 9-. Pipes may pass through strucb.rral-concrete i? .. sleeves, :tut shall not t:e embedded therein. Pipes or ducts excee3.ing aie--th.ird the slab or wall thickness shall not te place:l in the structural concrete unless specifically detaile:l. 10. Provide 3/4" chamfers at all exp:,se:l o:,rners. 11. 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"'"' P.1>1.-"!c"' f'I.Al.t;, f,'P- 41M~ LI J~. 1-!N<lll? • t ' ' ' ,::,pe.,J ,.J.:;, -S1t-1?£>N J j~ 1-+t-iuori?., 1'11"1 l.. Jo1-sr ,At::Jp F-!E.~ • Ff<A/'>'lUJGi A-Y-OPB--J IN6i'S T DALE CHRJSTW,j/ srn..CTUIIAL H,GINEER. NC CON'l.JlTN:i &D£SIG'I . , 1.:ie 'wtsl i.:.are1a 11,eu,· Suitt2<l! . Ocacge. G', "261,l 7Mffl'llf5 Rl!V1SIDNB &, thb~i!f,. . .. ,-,, . ,i- <.,Q~ "' ., l!i ~ .J ~ , o, 0 i,.,..I • .,. 6 " ~noo '<I ,. - 01111AWN M0 av .u -_. c( 0 • 0 c( m (/') _. a: c( 0 CJ-11!:C::1<:a=Q,.-,-,, _..,.., [JC, . i i 1 . ' ,.J :;:+ qAT~ ., 1--__:;;'Za~-.;,:: ;.:.;• fl'o;;;.,::__... J . "'o• NO, 8&>1'1-·IO SM.&ET J .. ' --.< -- ---- HOSE TOWER FOUNDATION PLAN . . .. GENERATOR .ENCL. FDN~ PLAN.· (I 1J t ~ 0!,Jff,,0 0· i i-0·1, fOf< 1_jf,N[q?Al--NOT~ <;-1'rf'lvAv l¥1AJL-0. IJ,. 1Yf'l~Av f,Jif:-'1HfATHIN&, J.N,O• '/J,t'' 1'i-& JNDffZvAi1~t-Nf 0t(~ 1cYNOOD (&fi:O;;f" :n:.) i:';.N. : iO d, e, 4-"'lo f.N.: lO d, e, 4-"o/c, I (T'\ f. N,: IO cl, 6 10 110/e, \[ff}, UQt j\!N& "JHN'/j< NA!~ of 0~w NAi .0 tr G-~vi Fl-YWWL7 fo ~J,.J'v11N&. '/'J, 0U:-c;,Hfz.f 0·4-fq'( C~IHN& '.!Olt:rf 0C-H~~ tr-rlo'-~ "JC-f!WV~. ' . SECOND FLOOR FRAMING PLAN ------------------ . ' .I .. , r > I 10',o" 14-',o" FOUNDATION PLAN 0 7 " :) -· ___ ., - ~ . . / ® ® 7, ~i?-® fof-iYfll-/\v ['iqN-fif,AfiN8' WAl.-!., 10 01--Af? /'N,'.,~Of'(A06' 8. t';r,,e Af:,H v, (Of'-fXi'10 -;-o F0)i:;1vi; C.O~Jf<~D Cvrt,.f!:'TE:-~'1 ?.JMoorH-ff'.0We~tt7 fJNl'711- 4. "Jet A,'i:&H'v, por,: rt'WN<'Jfc.,f l,,OC,K,iON0, I"-f}:IOf' fO fH~ {;,)t,',f;-,;:;-o J'< [<'f0.JVJfiN2? A 0UI v?! NG< v~fAf'-rt,ff,ctr f?t)N DAf1 ON Jr¥Jf'ttfioN, -r,~e, ~1i,,,.;, fNG>!,'1e',ff" 0rAvt-ADV!Sf;; n-1e VJ!-PIN0 OffiD-IAt.. iN Wf'.rflNC1 fHl--f: l',., 'Wf V\JlevlNl1 ff<V W/'-0 f"Kef'AR'v'D 1N ,AC,eof(Dft<U, 1"1 ')11,:; <;l)!W f<fr"'f;f. e,. -n-tf un~ 11'( ~~e'? r.Avf w-N fr<f"~Y 1?Hr:r1u .. er tr' e-oMFnnw. C,. 1]-lf f OvNl7,AflON r,,XC..AVAT101-<0, ftf:MINC?, t~ ~f::-iNf"f(C-BMfNf wMF!,Y "'1 fHf;: "JOI 1,0 f ff'Ofi. f tr Aff'f:ol/f-V f'J,f.N. , C, H DALE CHR~TIANI STRUCTURAi. ENGINEER, N:: -CO\ISULTING & LJfSIGN t748Vk5r. Katella ~. Su<e200 C¥aq. Ct\ 92007 114 997 U,45 REVIBCI.- / /i.., t DRAWN M0 I CHECKECJ- 17C.. CATE I 2?;P.;e, JCB NC. f?C# 1--1--• I o BHliiET --~ ---. ----- S-3J ___ ..,_ ~ - ' CF {p 81-flEE,.-lil ' • ·' -------~+ i , C ·_ -le_ --.-~ ~ -'.'?'4-" -i,~4-" "]'-4-" -. ('fl / / ------- f'r'f ir.-7".'.111-'.011 1-',o;," <'] 0 e," Wltx"lO )01,. "'f 1-4-" C-uNC-, f?i,f( . .AfOUNr.7 ,t, tc., vur0. =E=L=E=V=A=T=I O=N~0=.,.A1,"c"Tt:V~",.=o=1so';;==' ® 1)1,Af:-if:AvM NAlvlN0 f:Jc,HU,Ui,~ ( IOd,, NAIK;>; --·- Af;fA f?,N, f.N. f.N. [O ~"•;,, ,'J"'I,;, 11--"'lo ' JI), ·, .oi-"'h '1-"'k 11-"'lo I°". f.11 Cl"'O/c, (p II o/c, 11,11,1c, 0~ p~ywooo vvfAlv@ ' 0~ [JJ --------,,-,@ [JJ - DIAPHRAGM NAILING PLAN SCHEDULE /} " ' . I ,., ' ,., I ,., I I ,, ' --_." . • -• ' •j~ -'j' 1 (, tCP 110/v, Ai,fff!. HM/<"? tr --U-4;-C'-* 4' fi6f1i. f'/ ')-4' Ii 0/c;, fii1 \ •J,x r:J' 0ef, \ '\ . rl\' •" r; I . II' ,. -. ,. ~ ·~ ' ' Ii. ¥ C [) I Lryx ei\.f'CP., 1Y f. 1 . 1-x 4' Vff!r: ~- 4-c• li'.Rk / l{J I 'Li,-x,t e, ICP11'/Q "'11], 1r.,d.-/ Vri'f. -1r 01r,ff?,VN u HN~-ro ~rr;f- _1-X 4' vW&,ff "'7 1,, II 1 Ae>',e, e- W.WNf:Y WAv!,, ,Wf fi,.N:,1<;;, .<" -\ • f_N., 1Yf.---, 1-x fl Qfl/[fi'J e, 16? "•le, ------JI '1Je," vW fvYNO., 8J, e, li>11'/v e>.N., t.N-~J.L.,,;;-~ i;>a.,e, 11-"'/" f,N, f), .. {p f ~ , 1'E'f ')-x C/i,J('b, I" ICP"'k, vAr--tf. ~ f:;M. 0'1Mf&i>N .yf'J,'J, -:'RL''?., fO rf.-A'lt v-i,d, I e:itf·, 'T1f..7 ,--,,,----,..-f?.N. 'Y,,: e>l,f'C?,, 1'rf' CD I 0 1 f : ROOF FRAMING PLAN ------© -'PARTIAL ROOF FRMG. PLAN =======,====,==;; ';j &,'< i,,f ' le, II "' I ~ 0 !I I. 0~ 0Hff.fe;, 0· I '!r 0-'J. ~ (M-Jtf,Av N~ t,-f(rlv.A-1, OffAIL-0. 1-. 1Yf'l&Av fPof 0r1w-.1H1Nc,,,, V-N-o. ~II ~C-1'. '!-fi.-'(oVOOV, p.;:..; M-/10', v,oti'-AL-I, f'i.-'(\\1001) ti:r:,t0. 0~ fvAN !;-".),,j-tiWLJv,,.1tii0 0Hft, fq'( DIAfttt<NM NAIHNCI'. 0ft ~ ffi. ' 'fj_f) - ti. Hf/':l?ff-0c+l~DUv~ , l). N-o. VfAf<l NC? \NAi,1,0 ! NON -VI<=&-'NA\.W - 4'. {fll,IN(t JOt'.'l( ",c+,tpvj,I::' , Ll.N.o. 01t-~ tr 0fAc-lNt!? /-11,A)(. 0f,AN 0. ¼ INDIJAff";i f<?'<'f ~IN/ OVff<fl,OVI/ 1,-wA·noN- 0-u .A/<'.C-1-f'v. fotz ~fAJl,';7. tp, 1,o.w. ~ ft>f ?'f WAw f,!..f:-VATION J<oo,;e, f1N10H f1(Wf fi.,wj( --,. i j tNOIW<f~ Ti:f t'f ff'.Afv11Nb (~~~-~J>lvl";;,, / f'Uf<l,1N0, ~v-) AW-I~ flNl"-71-l fl~<jf fL-Cl?f'· e,. 0U ® fof: 1'1'f'IC-.A-v Mu+l'I,. f0JJ1f-f'.W ~fA!v-Af AL.-i,. Aft, UN1f0J ~ %f:-M!1,C,j,l'i,,. l,)V./(:n. fOf, 1,DCATIOl'¥.7. f'f:-ov1rt-ri)l)~e-FAfr~ JNl?tf? A:,l-~u-~'v. 1JN1-r0, LI.N.o. "t. ~@f Pf: 0Ll0ffNVW ,A.CoJJ"-7["1C,,A.i, fl~f. C,~i~INCi' ~Alt... I ~t Ak?a ® fof N'f)iflONAL-1Nfr.1f'q·1ATION. DALE CHil!STIANI STRUCTURAL ENGINEER, IN: CO\iSULTJNG & DESIGN 17481J.A>stKa!-eta"-elu6-'-' 'iulle 2C8 C,-,rg,_U,92&1,/ li4"197 lt4S - REVlSIDNS-BY . CRAWN w,,, CHECKl:0 (7,;. SHEIET "' - ---- ~ I ---:,w,.'" ~ -. . -~ { - .,,,.'"':/ - ,< . II it=!l!f§ ~ -.... -- - r-5' \. - - • ~h ' -- G e G 0 - ;, • I, ,. ,, ,, . ~~ ~ . -- -'1 I ,i I - -" "----- V • ' • • -------- I ---f,f-Ji'WL,g; ' ... ~ " - ~-p 1-,j-*>,f, ' ffe . --, I • j14==11:t= • 3"' ~~ . = i "~ -------.. ---. . ---.. -.. c:.LEVATION AT LINE 1 (H' - 1' lf'.7', ~" (J,Ot,'' 1-I 1-' 1-' 1'i'f-' ffi "'-"' 'S' 4 ~-----#'- 1 e;, ~ o" ~--"I, f:.Nl7 tr V?Af-lN 0 ;=!,Aft/( ")f>\01M---~ _71 0t / . ;·~--0 lo:>" ~ ,i.':,, !I C{,f<. 1lf.' ' ' . r-.' #4-flf;:~ ~ l 1· lf 4-TiV. Wu% t,-i -., e,t,''"h,. 1 ,, ,, ... ' ,. ' ' f 1f tr i?"1f- ' ' . r r (t TOTAt.,) ~ ! '),,jlr:, Vlq\® ').,r II "'-k~-t 1-, # 4-Vrf1,0 I ' , ' ,. •,-,jf0 Vf(<fo (4-fOTAv) f.A, f,No1 . 1,'-z," . ' . ' ~ ., .....,-:/4' ('-, V • "1rf. . ' j ' •• ' ... ,_ l. '-' ' ' I ' fl:AN Vlf;W -, -• --'4ff~ • Jili-M, Of' Noft"'.;111@ -, , PL.AN 4-11 ti?N~- tl,j<. '1Yf. ---~-• 0f.l',lv' fll--J, ---f'tti!'.> ~~­~-. ' • PLAN ® .-JI--/),;j i'JJ,t,:'C,,,. ".JAN O' f I l-t, @ ~ ELEV A TION AT LINE 6 . I 11'" C,,Nc,. Vt-i<-Wf #,ft I CP"¾, fA-W~Y, ~-f,\C,f, (0'\ . -\tl!J !'y, Ji0 C..ONf. A1 fof vow ~of v1 f¼,'(oNO 1-#0 C-ON-r., . / , ,'/ /, ... / ,,/ / / / / /' / / / / / / • / / / ,' ~ / / "-, ~1/: 71'./ '/ v/ // / ~<;; ~/ / / 1/./. v/ 1//'/ • / V ,,/ ,,/ / Nf , , V / -,· / / . v/·/,/ // 8~ 1,/ / / / ;/ / ¾: :(' / / F / V '/v !) ,,.-/,·/, / / / / / / /,, / . / . -/ / / / / _,.// / . -. / / /. / /. ,/'.'/:/ // ,/-_/ ,-1./ / // . / V / / . / / r:;:; ,/ _/_// v-// '( 14-'I Nt;-. . 1// / / ' / / / - / , / / / / ,./ ' _.//// -. / / / // / v/4 \f?3} . ✓-/_ / ///" /_/ -/ / / / /'. / / _/ / . / // / . / l/ _, .,.' . ./,,Jt•/_ / / /7~ / / / -., ~ V /~1/:.-/ __ / ,--.-~j / / / w// 1;// ·'/ l,,/ // /" ,-/ fl'(. . , ~::/ ✓ / . v""i:, I// . V • , "// v/// / -/ / // •• f • _.· / ,, / / / / 1,..: / / -/ ' ' / / / / / / / / / -· / --/ 1Yf. I/// (10 /. '/ m\ ffi ~ . ' /;O\ 12?\. '.:~ ·, / I/ I \ -/ V ,, / .. \._"l,1/ I ' Ml\ \::_) 71--~ / , ' ~ / \C;'J.) I, • ' / . / / <I'> /. /.· / I/ . / •, / ' I ! l',f,"jkd I t?" j 1',o"i 'J/--dl ~ I ry',. 4-11 @'b" e-,i," l.i, 4-',t," 1-' i W c ·4' II • @',4-" "J'D" _i?_':-4'" (11', .j-II ; {i j -. • I ' . -, " " 70~ 4-11 ELEVATION AT LINE·F- 1 -,-11' 11 ;;oNc,, !':?~i<-"1 ll'4-& I U'11'/,; I f,A. WA'(, t,A.' f~ -- '.ELEVATION AT L:INE H,l -. . / ·_/ / . ' ,/ >/.-. -· - / _/ ,/ / -/ I/ / / _-,, ,-F ,• , V / / V -' --· / I/_. .-/ / / / / / / ,/ / / V /' / /;>1/ / / . ,/ .-"' . . / / / / . / ' • / L./ / _ _/ ,_.. . / . . / // -/ / / / / / fq' (D', ~ \ --~~ -~ 1l'f. / il'f.' ~1'-t" J G:i~4''' 1-' 4-~~" ~ {.p . > ' '-..", ,, ) ', v" "-- I." = st-_, ct) 1 J,~NC7 rs] 1-4-1'(;,oN&. ti,f- f7"J "JJ II GoN&. !71+• 0 ,to'' G-ONC,. i'Jv!'. 0C-Al-t: r,11 ~1'•0" _,___ ______ _. '?C-Avf' e,11 ~1'-0 11 -1-~0 fiJH.- ~f. ~A-fl'#, 1Yf. <:, _, "7 "'' ' I i (#'\ "'-..... Q:. \f!!;! _, ¢ t'-- fl/,1.fl{<. . ~ 1-',o" ' " ® -----~ j/ -. --· rA~ -;; --~ D'-o" : HOSE TOWER SECOND LEVEL FRAMtNG PLAN C, ,__ __ _ ff?;\ t§frl';' HOSE TOWER THIRD LEVEL FRAMING PLAN- r ,2_ "7P --· . r . -"' HOSE TOWER ROOF FRAMING PLAN,; -.. -·-----.._· . -·--------- I: -_-_1'xf etlf. CJ· I fl>~ &>e-N~J., NPW~ tr Tif IC-A J., re1" ,._ IW:1- 7c." j)'fl C,P,J., RWf: Wg<Jf.lt! ~ J,.f2t, f)vlfJC-, li'!C,, ~11 1'ff't 'N'1''J-G,A, , f(Pof ru,~!fl01vt, ~ w~W".1 '2llAl,I, V'f;: 1.-• vOIJ(;:I e 11--11•,i.. "J, -fYF!v/>.J., fJ.,OPfS !70/5 l]'l!J' 4J" f<:C>VWrwN o,1,,-,'l-1ei er:~~ 1. iii) ··-'JT( 4-'1 Mlt,L J.,,W, C-ONC,. Fil+$ "-'t'~ fUW>f ~ Af ~A. k)W ftl!Tt Af tA, 0Vf'F1!'<i, ?Jt".f f'UW!-1< \1-$1,0';> e- 11--11•/,; ft' MrMW~-V f~AMINt? fAf'A~l, ft' -:Jf',AN C>J,i-114' -'J!\JV e,,.,f,;, f0.. ro fJJ w~ v\Jl;W). ,t. h, <:: , 1 l Nr71t-P-n,e, 8 11 CONv-VH<- "-7 t4-\/f;-f:f0 e }4"0/., ir li'4-f-lOf(li. e :i-,f, "•1,;., U-N .o, f'J. * I NPIC.-AM foof fif:'.A1Nj O'lf~WW yOc,A.f\ON~~ Af(c+l'i,-. f"i'< rtiAIV?, @. I I 1Nr,1::.A~ fof' of C,,Nv- / fll-1,-(JVff< Mf'fAi., l/Ul'-'l M;ovf f,N. f1f:".;lf' fl--001'<- 7-C_;t;e © fef f(fjC,AJ., f/11i,. v'f:C,1', ,(p 1,7!;-f A 1 ~c,;,; • \Vl,4-X V,,,J.4' wwf Af C.-ff<-t'f C,:;>N&, fl~v. _ u * 1'rf.' Ii r+¥-7r--0fAl'l l71f:fC--1'10N t'f fu:f ~fC-fiNC?, 1'rf --"-~0'Hfff Mfv. c+o,,,,ur,;t , . t 1'11'? -:Lk /i!'><,tK * J.,l,V DALE CI-IRISTIANI STRUCTURAL ~NGINEER Ne: CONSULTlt'<G& DESIGN > . ReVIBJCNlil £ f!6bui /+ __ 7. (3- BY z-r. ' I I 1-------1\ . \ CRAWN r,1& ·•: CMl!CKl!C Ov - OATE. ~RSfl$ JO■ NO. rx:-:.1,. 10 ,o" ■H ■il!T 'S~-5;1-' ' - :..,_ -~ ' • (j} ----> OF al-4E-ETS _,,,_, , . , ,r ~ _.-;::~-- • ---------- GLUED IAMINA'lm UMlER .. All fabrication and """'1<1tan5fp _shall conform to the current ooition of the Stan:laro S[:ecifications f= Structural Glued Laminated Douglas Fir (Qnst RB:p.a>) Lumber by the w-est Coast Lumbennen's Assc,ciaticn arrl the current editicn of Tirll8r Ccnstructicn. . . 2. All glued lam4iate:I inemoors shall be I:ouglas Fir, Ccmbinaticx, 24F with waterproof resorcinal or r,henJ.1 resorcinal glue conforming to the Federal Specificatioos MIL---A-397-B. Core laminations may be hem fir. Use canbination 24F-V4 or 24F-VS for siitply sui;:p:,rted beams and canbination 24F-V8 or 24F-'ll0 for cantilevered beams. 3. Finish of the rreml:ers shall be In:iustrial Appearance Grade in conformance with the standard Ar,pearam:,o Grades of the A.I. T.C. 4. A certificate of inspecticn for each Gl<,-lam beam fran an approve:! testirq agency shall be subnitted to an:! approved by the J.ocal.l!'-'ilding Department "!,d. l:y the Engineer prior to erecticn.. · _-\WU'_------=-· frlli'_-_;_ %-----t:~ =f'l,f,!i~~;;;;;;;;;~~::1 ----I -·. ·-:,....:.....;..-;.. \~_..... t -- ,-M'fl4~-~-F~M~.1 _ ~W£ix'J+ -- ._ . ~ ®~~ e,eAM ro WC.j<INC:J_ ----- ' -=-<--l ~ (le_ '0 ,~?:. --~------> ,, I ---}lANP~_vJ®-=-fl - ' ' ,, ' ,. ' ' <:', .1 I I l -_:_ :" .W~lbl&• ~ f'l,AN":1 1 1 L \Le fXre151of5 vHANNtl,, Fff:f TO !JU.KIN&·-- M'f'I,_ vev~ -<El~ -~j . :--:·.·:..:-: M!?-fAt., <:;,wf,i~ "7 4-11 PJ.Af;f. jt,ATJ:' -W;;J,p ro Mfv. i7U-i< -'-- ~ r'IYf. r-__._.___.____,,.,,,,__~ ... / / .• . i:-, _/ . --. . r . ..___ . µAN \Jl~W _ j • ~-~ ;:_. ~ }--~,;;-~-:-. . -.....,- / l . .-.... r- • ' -. .;,., . ' I J . .;. l - , 'l-t"1 ~~ f},,A:f':l VI ?-W • _I -IO • ' :;f / . ' ,1 V ' . }' . / / . . I / ' /. .· ,_, . . X , / I/ l . _..--, . ,,/J -·1 / • . , -, L,' / / _. 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