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HomeMy WebLinkAboutDWG 289-7; 3247; SENIOR CENTER & SCHOOL DISTRICT ADMIN OFFICES; 01-98• ' 1--t-t-+-+-+----je-+-t - j l ' T . ' - Senior ,School CIVIL ENGINEEANG: WIWlAN ANO ASSOCIATES 8313 ClrMnMCh Drlva. Suit■ 250 Bin llltgo. CA 12122 Ph.,_W111N45 7-1199 STRJCTURAL ENGINEcfllNG: OER8HFl!iUl EN-NG CO. 1055 &at 1,a --om. Suit• a La Habra, CA 80131 Phone: 12131897-7871 MECHMIICAL eGNEEAING: ----200 111n .... CA 91128 PII-M19511-00N . SftO\IIN ANDi. Z 6J j Irr -,., Dul-1'aod, Suite 1DO ... 1114Tgo, CA i,,e ,_._,,,_10 l I I ' t Center District Offices J<JTCHEN CONSULTANTS: A. W. -™ & COMPANY P. 0. Bo. 2790 San Diogo. CA 92112 Phcne: ffJ1g)234-2244 JNTERIOR DESIGN: MARIANNE MIOTlO, ASID AND ASSOCl-'TES 8191 Nonh Mont• 1':lte ~and, CA 917B6 Phcne: (714JY.S-0333 LANDSCAPE ARCHTECTS: LAND STUDIO 419 W..t Ci- Son Diego, CA 92101 Pha,o,1619)234-5403 List of Consultants ~T----1 ~-t----1 f------1 ! T----< f----l I T-----t I t---r-+-t--+-+-+-,---+' -+- ~ ~ ._ _ __,.___ .... ~ __ _, ._ _ __, ~ .__ _ __,.__ _ _, ~ ..._....._.._...__.__._..___._.., Plfll: AVE. I -+-' ' ~- I 1 ! __j__ -r _J_ + -+- WALNJT AVE. I - 0£STNUT AVE. Vicinity Map T.1 Title Sheet -Index CIVIL: 2 C,1 General Notes, Legend, Misc 3 C.2 Site Development Plan ARCHITECTURAL: 1./-A.1 Allbrevlllllon-. Code Maly9ia SA.• Dnn•H• ~ ~ A.a llto ..... 7 1,4 ,._. l"lan -G,_lf .... ...._. 8 _A.• . "'"' Pl• .-Ground P11• l1ultJ 'i' A.I l'I .. Pl• • BNOlld ,tear, 11d aid CllllliQ Plu -B•end P1oor 10 A. 1 ■ .. IDied CollllQ Pl• -Grou!MI LOV4111 Nonb -, II A.I lld•od CelllllQ PIM -GrOUAd Levll ao.tti 12. A.I Reef f'IIIII -N .. 3 Ail10 l'lo_,..Jllan -lrllltll "' A.13 Exterior ElevatlDlla t'1 A.14 Exterior Elevatl011a 18 A.15.1 Schelil.llN R A.15.:z SehNUt• ~ A.18 R•trooma :it A.17 l11terlor Bevatlena J1_ A.11 lnlerlDI' l!levatlona 2.:5 A.19 Interior Bevatlona ,;z4 A.20 Interior Elevall- ,25 A.21 hlterlor &levattona .J.1,, A.U Interior Elevation• .:i.? A,13 Interior Elevations ;J/3 A.24 DetaH• .$/ A.25 DetaHa 3o A.le Delalla ..31 A.17 Detail• 3Z. AB.1 Misc. Details 3.3 AB.2. Misc. Details STRUCTURAL: 3'1 S.1 General Netn, Typlaal Delalla 55 S..l! F-~atlOII Pl• North 3t, a.s foundatlM Pl• loutll 36 .ft 11' 41 q.z_ I/-~ 1/11 :;;-..._,.:...._ .;;_~) .... ,.':.:-.. cc S.5 Celling Details, Framing Plan s.e Second Floor Roof Framing Plan -North S.7 Ploof Framing Pl-, South s.e Seoond Floor Roof Framing Pleo S.9 Seetlona s.10 Sections S.11 Section• t/S S.12 Foundatton Datalla 11, S,13 steel Datalle ¢7 S,14 Framing Detallll '1B S,15 Framing DataNa t/-9 S.16 Misc. Details So S.17 Misc. Details PLU lv1B I NG: SI P,1 General Not• 62 P,2 Flaor Plan -Gr1111nd Level North .fq P.3 Floor Plan -Ground Level South -~4 P,4 Second Floor Plan, Details, Schedulea 65 P,5 Sol!edulea 5, P.I Roof Plan North -5'1 P,7 Roel Plan South !;ENIOR CENTER T1 TITLE SHEET • MECHANICAL: .58 M,1 General Noto, legends S9 M.2 legenda t:.o M.3 Floor Plan -Ground Level North /;,I M.4 Floor Plan -Ground Level South t:.z. M.5 Floor Plan -Second Floor ,:5 M.6 Roof Plan -North 6(/. M.7 Roof Plan -South '6 M,B Section• 6~ M.9 Diagrams ,1 M.10 Delalla 68 M.11 Delalla 69 M.12 Misc. Details ELECTRICAL: ?o E.1 General Noto 71 E.2 Site Plan 7'2. E.3 Diagram■ 73 E.4 Lignt1ng Plan -Grounlll Levll North 74--E.5 Power Plan -Ground Level North 75 E.e llg,,el S,.tem1 -Ground Level North ..31 S,4 C:elllng Batlllle, Framing Plan 7fe, E.7 Upt111g P1111 -around Levll South ~ It/ A.11 loo .... ~t=-...-Lllldl.ma ______________ _:::.:~~~~~~~~!!!!!!~~---------------------------___..:~~~~!!!_!~ ~ z z ~ 77 E.8 Power Plan -Ground Level South 78 E.9 Signal Systems -Ground Leva South 79 E, 10 Llghtll)g Plan -Upper Level &:, E. 11 Power Plan and Signal Syatema Plan -Upper Level g, E.12 Kitchen Power Plan and Schedule gz. E.13 Lighting Fixture Schedule f..3 E.14 Details ti./ E, 15 Details 8S E.18 Panel Schedule gre, E.17 Panel Soedul• INTERIORS: 11 F,1 Interior Finish Code Key fg F.2 Ground Floor -South 'l'r F,3 Ground Floor -North 90 F,4 Upper Lesel •• 01:1 ' . LANDSCAPE: 9/ L.1 Planting Plan ?Z. L.2 Planting Details 13 L.3 Irrigation Plan '1¥ L.4 Irrigation Details KITCHEN: 96 K.1 96 K.2 q? K.3 'ff; K.4 Fixture end Equipment Floor Plan, Schedule Plumbln9 Plan, Bectrical Plan, Ellheuet Plan ei.:Jl!IIIPI. . . 1·H~---'' 1rc-::---c1 T=-v,-,---:,0--::F::--:C:-A:-R-L-S--=a-A-D--,['•96~•1_ [NGIN([IIINO DEP'AIITll[IIT ,-.. CARLSBAD SENIOR CENTER AND CARLSBAD U\IFIED SCHOOL DISTRICT - , EDUCATION CENTER ,.,,11ovED RE 23869 OWNIY,,,.-----1 CHKO.IY, ___ 1 ,1ELO IK, PIIOJtciT 3247 -·--·---- 7,-z:i-ee- DAT NO. I OR-'1110. 289-7 a ' f I Sheet nclex ~ ...... _________________ .__ _________________ ..__ _________________ ..L.;.. _________________ .J.... _________________ ..J_ _________________ _J • KEY PLAN CONSU.TANT Al'l'ROVED NO DATE BY REMAR<S Title Sheet DRAWN E.~ Cl-£0<.ED DA TE JL.ll-4e. I'! M SCALE NONIS- JOB NO. e,7. 11.;7 I . • ' T·l ! • " z z " I GRADING NOTES 1. ALL OPERATIONS COflDUCTED ON THE Pf\cM\ScS, INCLUDING TIIE WARMING UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS OR EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTI IER ASSOC\ATFn GRADING EQUIPMENT, SHALL BE LIM- ITED TO THE PERIOD BETWEEN 7 A.M. AND SUNSET EACH DAY, MONDAY THRU H<IDAY, AND NO EARTHMOVING OR GRAfllNC OPERA- TIONS SHALL BE CONDUCTED ON THF l'ffEKENDS A~'D HOLIDAYS. 2. ALL OFFSITE HAUL ROUTES SHALL BE SULJMITTED BY THE CONTRAC- TOR TO THE CITY ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK.IA MINIMUM OF 48 HR.S BEFORE CONSTRUCTION). 3. WASTE MATERIAL SHALL BE DEPOSITED AT ;\ LEGAL SITE APPl<OVED BY THc CITY ENGINcFR. NO WASTE MATERIAL SHALL BE STOCK- PILED WITIIOUT PRIOR WRITTEN APPROVAL BY THE ENGi NEER. 4. A PREOJNSTKUC:TION CONITR[NCE S\IALL BE HELD PRIOR TO RFGIN- NINC OF WORK, AND SHALL BC. ATTE~'.DED BY ALL REPRESFNTAT\VES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND Al I_ OTHER ASPECTS OF THE WORK.<PREFER MEETING AT SITE!. 5, CONTRACTOR ACRFFS THAT KE SHALL 1\SSUME SOLie AND COMPLcTE R[SPONSIBILITY f'OR JOB SITF CONDITIONS DURING THE COURSE OF CONSTf\UCT\ON or TIIIS PROJECT, INCLUDING SAFETY OF ALL PER- SONS AND PRDPcRTY; THAT THIS Rl'QU\Rl'MENT SH/,LL APPLY CON- TINUOUSLY AND NOT GE LIMITED TO NORMAL WORKING HOURS; ,\ND THAT THE CONTRACTOR SHALL OFFFND, INDEMNIFY AND HOLD THc CITY AND THE ENGL~EER HARMLESS FROM ANY A~D ALL LIABILITY, REAL OR ALLE,GED, IN THL CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING I-OR LIABILITY ARISING FROM SOLE NECLIGFNCE OF THE CITY OR ENGINEER. 6. NEITHER Tl![ CITY NORTH THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALi_ DESIGN, CONSTf{UCT AND MAINTPIN ALL SAFETY DEVICES, INCLUD- ING SHORING, AND SIIALL BE SOI FLY RESPONSIBLE FOR CONcORM- \NG TO ALL LOCAL, STATE A~•O FFDERAI SAFETY AND HEALTII STANDARDS, L\WS AND REGULATIONS. ·;, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTFCT THE UTILITY LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVFMENT OR OTHER EXISTING SURFACF IMPROV[MENTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE CITY OF CARLSBAD cNGIN[CRING DEPARTMENT. EXISTING UTILITIES SHOWN ARE PLOTTED FROM RECORD AND MAY NOT NFCFSSARILY BE WHERE SHOWN. IT IS THc CONTRACTORS RESPONSIRILITY TO DETERMINE LOCATION PRIOR TO CONSTRUCTION. B. PRECISE LOCATION AND ELEVATIONS ARE NOT KNOWN FOR THE EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL Mi\KE SUfclCIENT EXPLORATIONS TO LOCATE UTILITIES BEFORE COMMENC- ING CONSTRUCTION ANn SHALL NOTIFY TH[ ENGINEER OF WORK OF ANY POTENTIAL CONFLICTS. CONTRACTOR SHALL 8E RESPONSI BLF FOR THE PROTECTION OF EX !STING UTILITIES. 9. THE EXISTLNCc AND LOCATION OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURcS SIIOWN ON THESF PLANS WERE OBTAINED BY A SEARCH OF THE AVAi LAB LE R[CORDS. TO THE BEST OF KNOWL- EDGE, THcRc ARE NOT EXISTING UTILITIES EXCEPT AS SKOWN ON THESE PLANS. 1 0. ALL SLOPES SHALL BE CONTOUR GRADLD CORNERS, AND TO BLEND MANUFACTURED NATURAL SLOPES. SO AS TO ROIJNO THE SLOPES INTO AOJACENT II. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY Tit[ LOCA- TION OF UNIJcRGROUND UTILITIES BY CONTACT-ING EACH OF TIIE FOLLOWING UTILITY COMPAN l[S 48 HOURS IN ADVANCE: G1\S s ELECTRIC, SDC&E TFLFPHONE, PACIFIC 8ELL CABLE TELEVISION• CABLE VISION SEWER: CITY OF CARLSBAD WATER: CITY OF CARLSBAD 12. CONTRACTOR SIIALL MAINTAIN THE SERVICE Of ALL EXISTING WATER /\NO SEWER UTILITIES DURING CONSTRUCTION. CONTRAC- TOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER AND SEWER MAINS DURING CONSTRUCTION, AND SHALL HAVE SUFFI- CIENT Pll'ELINE MATERIALS AND f'QUIPMFNT ON-SITE TO IMMEDIATE- LY REPAIR ANY DAMAGE TO EXISTING MAINS. IJ. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING AI_ONC TKE HAUL ROUTES OR ADJACENT STREETS AS A DIRECT RESULT OF THE GRADING OPERATION. 10, NO PERSON SHALL, Wll[N EXCAVATING, COMPACT;NG, HAULING OR MOVING EARTH, SAND, GRAVF:, ROCK, STONE, OR OEBRIS, ALLOW ANY MATERIAL TO SPILL OVER AND INTO THE PUBLIC STREET, ALLEY OR PRIVATE PROPERTY. THF FILL MATERIAL IN EACH TRUCKLOAD SHAI_L Be KEPT LOW TO PREVENT SPILLAGE, AND SHALL GE SUFFICIENT LY WET DOWN TO PREVENT DUST. 15. GRADING SHAl L BE DONE WITHIN A TOLERANCF OF 0,1 FEET ( + ] OF TIIE GRADES ANO ELEVATIONS SHOWN ON TIIESE PLANS AND ALL SLOPLS SHALL BE CONSTRIJCTE_D WITHIN 0.25 FFFT [ , ) OF THE LOCATION SHOWN ON THE Pl.ANS, 16, CLEAR & GRUB -WORK SKA LL INC LU De REMOVAL OF EX 1ST ING AS- PKAI.T P,\VEMENT, co~·CRETE SIDEWALK, DRIVEWAY APRONS AND STRUCTURES FOR DISPOSAL BY CONTRACTOR. ~ ._. ______________ ,.... __________ ,.,;_ _ _J1._ ____ _ I ARR REV I AT I ON S F.f: FINISH FLOOR f'LEV. FS. f G, TG. rco. It /. E. FINIS\! SURFACE ELFV. FINIS\! GRADE ELEV. TOP OF GRAT[ ELEV. TOP OF CLE/\NOUT ~LEV. FLOW LINE ELEV. I NVF RT f:[_F.:VATION El_FV. IP. TOP OF PIPE ELEV. 5~---TOP OF CUR8 cLlV. ~125'--FLOW LINE ELEV, IW. TOP OF WALL ELEV. 5.W ROTTOM OF WAI_L ELFV. ( ) EXIST. ELEV. Gf\ADE TO DRAIN 11% MIN.) WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDANCE WITH THESE PLANS, AND THE FOLLOWING: I 1'·1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {1985 EDITION). 2. STANDARD SPECIAL PROVISIONS (1986 EDITION). 3, SAN DIEGO REGIONAL STANDARD DRAWINGS (OCTOBER 1986). ------- 4. STANDARD DESIGN CRITERIA AND STANDARD DRAWINGS, CITY OF CARLSBAD (1967), LEGEND ITEM STD. DWG. SYMBOL QUANTITY THF CONSTRUCTION OF PARKING LOT SECTION_ (2" A.C./6"A,BJ_l"--___ __,1 73,060 S,F. THE CONSTRUCTION OF CtlRB s GUTTER ______ (PER G-2) __ 800 L.F. TJIE CONSTRUCTION OF CURB ____________ (PER G-1) __ 2393 L.F. THE CONSTRUCTION OF VALi.FY GUTTFR ________ _(PER DETAILl _:g~-=-'==-c,3·3· ;s· · THE CONSTRUCTION OF DRIVEWAY APRON _____ (PER G-14)._/J"'="===l,,~ THE CONSTRUCTION OF A SPILLWAY _________ (PER DETAIL)__ .J[ THE CONSTRUCTION OF SIDEWALK ________ (PER' G-7) _,·cc-~--'-'-~.C-- TI IE CONSTHUCTION OF RL TAI,~ IN(; WALL _____ (PER C-4) THE CONSTRUCTION OF PErlESTRIAN R~Mp:_ ____ (PER G-27) _ Q Tl!E CONSTRUCTION OF A.C, PEDESTRIAN RAMr _ _(PER DETAILL __ LJ 1217 S.F. 840 S.F, 40 L.F, 10,445 S.F. 504 S.F, 2 EA. 5 EA. THE_ CONSTRUCTION OF PRlVATF STORM DRAIN SYSTFM (P. V .c. l----==== PER PLAN THE CONSrRUCTION OF CATCH BASIN ______ (PER DETAIL) B 13 EA. THE CONSTRUCTION OF CLcANOUT _______ (PER DETAIL) __ ~='O=== 1 EA. TIIC -CONSTRtlCTION OF curs OlJTLcT ______ (PER DETAIL) ____ ==::i!i'''"'== BOUNDARY LINE ____________________ _ .. _ Tl IE _PROPOSED THE PROPOSED BUILDING LINE-----------------~ THE CONSTRUCTION OF COURTYARD DRAINS_ THE PROPOSED REMOVAL OF EXISTING STRUCTURE_ THE PROPOSED 2:1 CUT /FILL SLOPE THE PROPOSED DAYLIGHT LINE __ THE ~OCATION OF EXISTING TREES _ EROS !ON CONTROL NOTES (FILL SLOPE SHADED) :C__[__ !. lN c.,sE EMERCE,'CY WORK IS REQLlRED' CONTACT··--- t:\i/.?f. t"{C<:· ,'.-_-,'. AT 4'~--1 I;;:.: 2. EQUIPMENT AI\D WORKERS FOR EMERGENCY ¼10RK SHALi, BG MADE AVAILAtlLE AT ALL TTMES DL'RlNG THE RAIMY SEASON. ALL NECESSARY MATERIALS SIIALL BE STOCK- PJLED ON SITE AT CONVENIENT LOCATTONS TO F,\CiLTTATE THE RAPlD CONSTRUC- TION OF TEMPORARY DEVICES WHEN RAH IS EMMINENT, 3, UEV!CES SHO•'N ON PLcNS SHALL NOT BE MOVED 0~ HDDll'lED l,'TTHOl,T TIIE An•RO- VAL OF THE E~GINEERTNG lNSPECTOR. 4, THE CONTRACT0R :iHALL RFSTORE ALL EROSION CONTROL DhVlCES TO '.•:ORK!NC ORDER TO TilE SATISFACTION OF THE CITY E!I~lNEER AFTER EACH RU;{-OFF PRO- Dt'CI1G RAlNFALl,. 5. THE CONTRACTOR SHAT.L INSTALL ADDTTTOJAL £ROSIO~ CONTROL l·'.i::,\SURFS AS 'IAY BE REQUIRED 3Y THE CITY ENGrnEER DUE 'LO UNCOMPLETED GRADWG OPERATIONS OR UNFORESEFS CIRCIB·15TANCEo li!IICH MAY AR!SE. 6, THE CONTRACTOR SHALL BE RESPONSIBLF\ AND SHALL TAKE-NECESSARY PRECAUTIONS TO PREVFNT P[DLIC TRESPASS 01'1'0 AKEAS ~mFRE IMP0U},-DED l~ATFRS CREATE A HAZARDOUS CO\DITION, 7. ALL I'ROSION CONTRUL MEASURES PROVTD.ED PER THE APPROVED GRADING PLAN S.}[ALL C BE INCORPORATED HEFD:i. _3, GRADED Al{i:-AS AROUND rm:. PROJECT PERIMET.L? !{UST DRAIN AWAY FROH TilE FACE OF SLOPE AT nm CONCLUSTON OF EAOI \.WRKTN"G DAY. 9. ALL REM0\1ABLE ~ROTLCTIVF fJE\1lCES SHOWN SHAl I, BE lN PL~CR ,/\.1" TH"E Et.iJ or EACH WORKHG ~AY WJ-iE~ TIIE FIVE (5) DAY RAIN PROBAB!LITY fORECAST EXCEEDS FORTY PERCE:tiT ( 40%). SILT AND OTHER DEBRIS SHA! ,T. BE REMOVED AFE.X EACI RAH:FALL. 10,, SHDULU GERMLATION OF HYDROSEEDED SLOPES FHL TO PRO\'EDE EFFECTIVE COVERAGE OF GRADED SI.OPES (90% COVERAGE) PRIOR TO NOV. 15TH, 'f!IE SLOPES SHALL BE STABILIZED BY PUNCHED STRAW TKSTALLED IN ACCORDANCE >'I'J'll SEC- TION 35.023 Of THE EROSION AND SEDIMENT CONTROL HA,-DBOO,K OF THE DEPART- MENT OF CONSERVATlON, STATE OF CALlFORNTA, I 9 EA: 11 EA, 30,877 S.F. 3 EA, I I GENERAL NOTES 1. A 1iERMlT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK !N THE CITY RIGHT OF WAY. 2. !M1'0RT MATERIAL SH/o.LL BE OBTAINED FROM, AND W/\STE MATERIAL SHALL BE DEPOSITED AT A SITE APPROVED BY THE Cl'l'Y ENGINEER. ~ 3. EXISTING BRUSH OR LANDSCAPING SHALL BE REMOVED ONLY WlTHIN THE ---....__ AREA TO BE GRADED. NO TREES ARE TO OE REMOVED UNLESS SPECIFICAL- ~-----'::_::OTED ON PLAN. 4. ALL AREAS SijALL BE GRADED TO DRAlN AT 1% M!Nl:.!UM. 5. WHERE AN EXISTlNG PIPE LINE lS TOBE ABANDONED AS THE RESULT OF THE GRADING OPERATlON, lT SHALL BE REMOVED \\'!THIN TWENTY FEET OF BUlLD- lNG OR STREET AREA AND REPLACED WlTH PROPERLJ:' COMPACTED SOlLS. THE REMAINING PIPE SHALL BE FILLED lN AND PLUGGED AT EACH END. 6. A SOlLS COMPACTlON REPORT AND COMPLIANCE VER!FlCATlON REGARDlNG ADHERENCE TO RECOMMENDATIONS OUTLlNED (NTHE SOlLS REPORT lS RE- Q_l:lRED PRlOR-TO lSSUANCE OF A BUlLDl.N_G PER1·UT. ALL GRADlNG SIIALL BE DONE UNDER THE DlRECT10N OF A QUALlr'IED SOILS ENGlNEER. ALL FILL OR FlJTURE FILL AREAS"SHALL BE CONSTRUCTED IN ACCORDANCE WlTH THE CITY OF CARLSBAD STANDARD SPEClF!CATIONS AND THE EARTH- WORK SPECIF!CATlONS ATTACHEO TO THE PREUMlNARY SOlLS lNVESTIGAT!ON. 7. ALL CUT AND FJLL SLOP-ES SHALL BE TRIMMED TO Fl:'llSH GRADE TO PRO- DUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. TUE SITE SHALL BE LEFT lN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRlS SHALL GE REi\iOVED AND DISPOSED OF A SITE APPROVED BY THE CITY E:'lG!NEER. S, AS ,SOON AS GRADING IS COMPLETED, SLOPES 3IIOWN SHALL BE ESTABU-S!lED BY BYDROSEEDlc-lG, MULCHING AND FERTlUZATION. THE SEED MlX SIIALL BE DESIGNED BY AN EXPERT lN THE F1ELD -AND 3HALL RE APPRO'IJED BY THE PARKS,AND RECREATION DIRECTOR. THE MULCH SBA LL RE APPLIED AT NO.T LESS THAN ,2000 lb.$_ PER ACRE AND THE FERTlLlZER AT NOT LESS THAN 1000 lp.s PER ACRE UNLESS SPEC!FlED AND Al'l'ROVEfl BY THE ClTY ENGINEER. 9. PERMITS FOR WORK IN THE PUBUC RIGHT OF WAY SHALL NOT BE ISSUED UNTlL A CERTIFICATE OF lNSURANCE lS FILED THAT NAMES THE ClTY OF CARLSBAD AS ADDITIONAL INSURED ONTHE PERMITTEE'S POLICY 1N THE AMOUNT OF AT LEAST l MILLIION FOR EAC!l OCCURENCE OF !,!ABILITY. 10. AiL RETAlNlNG WALLS ARE 'fO EE CONSTRUCTED UNDER SEPERATE PER- .MlT. \VHlCH MU:ST BE OBTAINED FROM THE BU1tD1NG DEPT. PRl.OR TO GRAD- lNG PERMIT ISSUANCE. ' I \ I GRADING PLAN CERT IF I CAT ES The soils report tit led GEOTECHNICAL INVESTIGATION REPORT CARLSBAD SENIOR CENTER ~ prepared by 1 KLEINFELDER , dated JULY 11 -19 88 , shall be con side red as a part of this grading plan. All gradi~Q shall be done in accordance with the recommendations and specifications contai~ed in said soils report. EARTHWORK QUANTITIES CUT ----2453 C. V. FILL ---3820 C.V. lMPORT--1367 C.V. 'OECLARATIQN Of RESPONSIBLE CHAKGE'' I hereby declare that 1 am the fngineer of Work· fur this project, that I have exercised respor1sible charge over the design of the project as defii1ed in Section 6703 of the Business and Professions (ode, and tl,at ti1e design is consistent with current standards. I understand tt,at tt,e check of project drawings and specifi- cations by the City of Carlsbad is confined to a review only ~,d does riot relieve met as· Engineer of Work~ of my r 1esponsibilities for project design. NOTE: WILLDAN ASSOCIATES 6363 GREENWICH DR. #250 SAN DIEGO, CALIF. (619) 457-1199 DAVID M. ASHLEY R.C.E. 20159 EXP. 9-30-89 77 -,,? 111Al/2Y-7 It z/ s s {i AS BUILT CITY OF CARLSBAD MUNICIPAL PROJECTS - - TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS, PHOTO DATE: 9-29-87. SUPPLIED BY RATTRAY AND ASSOC. INC, SURVEYING & PHOTOGRAMMETRIC CONSULTANTS BENCH MARK DESCRIPTION: TOP .OF-EXIST. FIRE HYDRANT LOCATION: SOtJTHEAST CORNER @ INTERSECTION OF HARDING st. AN □ CHESNUT AVE · 1 ELEV.; 64,99 DATUM: CITY OF CARLSBAD BENCH MARK . . m 0 =--?m··+'"sll,----~~ ,. .. ,,~ -~£] 5 95 ·-I ··= . ~:;:'I ~.21:,--= ---o .:.,.:-;-') -'"""'""""'"" ~;c--••··• .,.,c:::~-~~ -_-. -i-·.1 • KEY PLAN CONSLLTAl'-IT w WILLDAN ASSOCIATES CONSULTING ENGINEERS & PLANNERS 6.363 CiltfEM'WKf-1. 5Ullf ?~, SAN DIEGO. CJ. ?.1112 -lS7•1 l~ APPROVED ENGINEER OF WORK -Z?.. .:-P Ptt.Mflu/ 11,~11:)l', DAVID M. ASHLEY i-:c-.E. 20159 E P. 9-30-69 APPROVED CIT,Y OF CAl;l~SBAD ---._ I ?i-r-1 1 i '/' :-./u;J£ )6t<# ;!-rt-~ \::; ·. 1 DATE CITY ENGINEER R.C.E, 23889 APPROVED , ff J . ;i J J ;' ,-./ ,-.. l I\O DATE , BY REMARKS -- ' GENERAL NOTES, GRADING NOTES, LEGEND, & MISC. DRAWN L. /j_J. C!-ECKED f-1.£,0_ C --1 DATE 4-20-88 SCALE A-S .S~OWN --------- J:::61-0. 3112 to 2 r l I ' t ' .---J,' " ' ·1 , I z {},EM/JV£ fJX!BT. CHM/J UNI'. FENC/i-/ @ WEST f/.., ' ' I ' I . ' I ) • . ' z co r--: UJ • !{) <') ;-._ N • !{) !{) z ~[(~) 0 .,o <') <') BR00k9 NO -3 _ DRAIN BDX W/ GRATE OR £QU//L \ j '' ' NOTE, CONTJ/ACTOJ/ TO POT//OLE, Loe.TE AND VE///1,Y DEPT// OF £/iWER MAIN TO PRO- VIDE l40£QUAT£ GLOP£ Fml, PROPOSED ;/" [i&Wf R LA TEP.AL {'o G11 ;f N.DS BUOk PlA9TIC OIIM/1 't-:;,1:p _ l / GRATE FLUS/./ W.' f/N/811 GRADE GTo, \ 1•mv1 6.TD -:--:----=~'~,-'f:c1 J,'1=11=J1=1 =%"7"~-~7~fi 11 F!VC, f/18£/J. I C/JMPAC'T-}';' /,~--FD FILL -,:" _,,__ G" ND§ 100 CATCN 8AGIN AQAPTE// TO FIT'(JQAIIJ UNE .&'-------'{ BLACK 9/NGlt OQ DOUR>Lf ';~ OUTlf T AG /lEQ'D 4" PVC LINE ~coNC FTG SET LEVEL (!) DETAIL: COURTYARD DRAIN NO SCALE ,-f/NIBH GRAD€" DIMENSIONS AND REINFORCING STEEL H. {mix} ,· 4" 'T (mm) tr • 10" W (mm} 4' rr· @bm I 4 @II 1-6"' (B) bars l6@1S" Surcharge ©ban I 6 @-B" I B@ 16" SITE DEVELOPMENT PLAN K !min) 1' • O" O' 8" Toe press rnrn p:il 19□-0 j):ri ,t-.. "f 51/Z" '/ r Vt' R T'fP I PARk !/.Ii; LOT -----' STRUCT 6f;.CTION ' SECTION @ CONC. VALLEY GUT·TER FIN I'¾/ GROU/JO - OR S/DEWAlK NO SCALE , 2" Wi;A KENeD P/JINe ,JOINT I Vr" eXCEPT WHeRG Glf VA TW/JE GHOW/J !ND!CilTE OTH£RW/g£ PER PLAN SECTION @ SOUTH SIDE OF BLDG, NO SCALE Of PREEEED CU!lB -u SECTION @ PEDESTRIAN RAMP NO SCALE -ili'.W Pf!Ri</NG ' LOT PLAN td,g,ii el footmg PLAN H • 5' 4" J 4 TOUII i:- ih--'--h-~-+,----'-j1 _.,,,,--0 b~ri; 3" cir 3'-8" HEIGHT SECTIONS ELEVATION Mcir1ar c:ap 0 ban:--~ 5'-4" HEIGHT (D bari: L -tr;:::._, =-=::;:::..-=~c;::-1--'--t,_ , .. -5 i-, /4cotal5 I' □" w DETAIL: RETAINING WALL NO SCALE 0 • l' 8" ~ S" ,. □" I 4@ 16" , I 6 @ l6" I 6@ 16" 1' O" O' , .. 1700 pr[ 143□ pri ', r--------' I , I 1~" I 1 7 I '~-----L_,.) A-A+,---1:L ) CONCRF.T/i -- BAGE DIRECTION OF FLOW , 9ANITRRV TEE--) r;;' PVC MAIN UN£, UNLEG9 GHOWN IJTHERWIBE DETAIL: MODIFIED CATCH BASIN {DEEP) -~BROOK!! WO :3 ,DRAIN BOX OR EQUAL GEE CURB 0UTL£T / DETAIL BELOW , I NO SCALE . . i/f'i'-FOR 3" PcC 80Y DEPTH TO 8E IZ" SECTION A- SR00!<9 /JO J DRAIN Bat W/ NO 9T * C I TP.AFFIC cov£R, M~RKED "CO" -'Ji FOR CflTCI/ Bf/GIN U&£ BROO!<g NO 2 GRATE, OR [QU{IL JJ076. IN CRAFTS PATIO RREA U9/i M/;TAL GRAT[, WJTI! /"4" HOLE 9 ,WJX FOR PGOt5TRIAiJ TRAFFIC G/24· C· 8000 CONCRET/; AS BUILT L-G' PVC FOR CATCH 8AGIN 3 -t----=D=E:..:.T.:..:A=I L=:--=C=L=Ec:..:Ac:..:Nc.,:O:..:::Uc...:T__,_, ....::C~A_,..,T--=C:.:..H:....::.B.:..:Ac.=:Si:-:.N.:.... NO SCALE QTY OF CARLSBAD MUNICIPAL PROJECTS If OF ,urTER ltOF,/,''PVC GONC CUR8 f/ GUTT/ill / OR CONC CURB DETAIL: CURB OUTLET NO SCALE 4"p11c WHERE 4" Pl/ C !0 CAGT IN Tllli. CURB ADD 2-#8 R€·8f/R @4 O' lE!./GTH CtNTEJl.ED 01/ER PIP!i, :.,.-----· -----~--= ... -~-~-, --~ --~. ~-.,,--__ ,,_,~ ., --~h.-t..:. -• w~·-:a --~~- • □ In /• KEY PLAN CONSLLTANT w WILLDAN ASSOCIATES CONSULTING ENGINEERS & PLANNERS 636) G~EENWI (H SUITE '.l::;IJ SAN om:;.o, c .. 9::l1T.I 45; l l~ Al'PROVED ENGINEER OF WORK ;:g, __ -..,,_.;J /ti 4.,l,_P,°'{ 7 I IZ IR/3 DAVID M, ASHLEY/ .C.E'. 20159 EXP, 9-30-89 Al'PROVED CITY PF 1 CARLSBAD ,f I 'jj_ J;/; ~~«½/:~~ 7-tS--eb 1/ DATE CITY ENGINEER R,C.E. 23889 AR'ROVED NO DATE SY REMARKS SITE DEVELOPMENT PLAN DRAWN L UJ CrECKED R £ 14 DATE 4 !¼ 88 SCALE AS SHOW/I -DB NO 3.,;2.,;2 C2 -........,., ' ABBREVIATIONS Ii, d • (El (N) A/C A.C. AC01JS. A .. D. )\l)J. ALT. Ar.UM. APPROX. l\RCH. :BD. BI!l'UM. BLDG. BtK. ll!,,KG. B ... M.. BM. 001'. CAB. C .. B .. CE:M, C2R;. C,I. c.J. C.L. CLG, .ct,R. CNTR. COL, CONC. · CONN, CONST. CON'.!', CORR, ·CPT, =· CTR. cw. And Angle At Centerline Channel Diameter or Round Penny (Nails) Pound or Nwnber Existing New Air conditioning Asphaltic concrete Acoustical Area Drain Adjustable Alternate Aluminum Approximate Architectural Board · Bituminous Building Block Blocking Bench Mark ,Beam Bottom Cabinet Chalk lloard cement ceramic Cast Iron Construction Joint Chain Link Ceiling Clear counter Column concrete Connection Construction Continuous corridor Carpet Countersunk Center cold water l"\BS ve,c, R.E FER EN Ci::c ' J ' DBL. DEPT. D.F. DIA, DIAG. _ DIM. DISP • DN. DR. DS. n.s.P. DTL, DWG. DWR., E. EA. E.J. EL. ELEC. EI,EV. EMER. ENCL. EQ. EQPT. E.W. mm. EXP. EXT. F.A. F.D. FDN, F".E. F.E.C. 'F.F. F.G. F.R. F .a.c. FIN. -FLASH. FLR. l!'LUOR. F .. o.c. F.O .. F. F .. O .. M .. F.o.s. FT, 'FTG. . FURR, Double Department Drinking Fountain/ Douglas li'ir Diameter Diagonal Dimension Dispenser Down Door Downspout Dry Standpipe Detail brawing Drawer East Each Expansion Joint Elevation Electrical Elevator , Emergency ·l!nclosure i;:gual Equipment Each way _ )iKhaust ~Expansion '.Exterior Fire Alarm Floor Drain -,Foundation Fire EKtinguisher Fire EKtinguisher Finish Floor Finish Grade Flat Head : Fire Hose Cabinet Finish Flashing Floor Fluorescent Face of concrete Face of Finish · Face of Masonry Fi,.ce of Studs Foot or Feet 'Footing Furring C'HAPTF-R O 1 7 _A:,-L:OW,::'E!.I..[:: ,Af~~::"'-.. l"o r:-.) =uPANCY ,, GA. GALV. G .. B ... G.I .. GL. 'GND. GR. G.S. { GYP. . H.B. B.C. BDR. l!DWD. l!DWR. R.M. HORIZ. RT. I.D. INSOL, INT. 1• JAN. JT. ,, KIT. -i' LAB• LAM. LAV. ~' LR,R. . ,. LT. " ,, MAINT. MAT. MAX. M,B. MEClla MEMB, MBZZ, MFR. MH. MIN -. · MIR .. MISC, M.O. MTD. MTL. - MUL. -d . Gauge Galvanized Grab llar Galvanized Iron Glass Ground Grade Galvanized Steel Gypsum Hose Bibb Hollow core Header Hardwood liardware Hollow Metal Horizontal Height Inside Diameter(Dim,) Insulation ·Interi.or Janitor Joiµt Kitchen Lab,;w.atory Laminate Lavatory Locker Light Maintenance Material Maximum Machine aolt Mechanical Membrane Mezzanine Manufacturer Manhole -Minimum Mirror Miscellaneous Masonry opening Mounted Metal Mllllion lo\JILDING 1 ,, N, N.I.C. No. or NOM. N.T .. S. ·· o.n .. O .. A. o.c. OFF. ,, OPP, -i OPER. Pl\RT. PL. P .. LAM. PLl\S. PL'lWD. PNJ.. PR, PT. R. R,D. REF. REFR. REG. REINF, REQ •. RESIL, R.H. RM. R,o. RWD. s.' s.c. SCHED. , SECT. SH, sewa. SHT. SIM, . , SPEC. I SQ. ' -l I ' I I 1 SST. STD, North Not in contact t Nwnber Nominal Not To Scale Outside DiameterlDim) · overall on center Office Opposite Operable , Partition Plate Plastic Laminate Plaster Plywood Panel Pair Point Quarry Tile llcadius 1 Roof Drain ' Reference Refrigerator Register Reinforcsd Required Resilient Round Head Room , Rough Opening l!edwood · South Solid Core Schedule Section . Shelf ,,, shower Sheet Similar , ,. Specification Square Stainless Steel Standard 2. TABLE roe CoNSTRUCTloN T'(f'e-1 'lZ 1 Ho)R I t.:,F R11-JKI..E'i"-. IN Ll!'=U ~ 'SZ NON RAI "'P ~ASIC AU...OWA6LE ,Ar.:.e,,.. / FLoOR (s r=:): CF 1 H~ coN-e.W ' ID,'o<?O , ' ii I ii ,, (!) 'oEFERATION , ii' OF SiD!:':5 PE'RCE'-JT IN CRE:A '& e :: AD..l IJS'TED e,,,..<o1C ALLOWABLE ('5 P) ., :, Ii (2) ,AUTOKATlc ~1"-IKLE-R 1v1v1...T1P, .. .1Ei"<-. i! 'olN 6L~ ~;n:,Ry , TR l1""'LE:. ft '2 <i;;,TbRY. D:::>VB~E I i ' I I i 10 1,:;,oo i I (-ax I ':'.'i:':oo) ..,_ ~ ' e,1 O':'D / FLOOR. IC, 0:,~ --r o----• ' , I ...t I I l"-IJ.-. 11 l ,, "> I' ( <i ~ "'l ~oo ,.,= ,. STL. STOR. STRUCT, I . SlJSP. , SYM. ], SYS. T.B. TEL. TER, T.&G. I TB!t, t T.o.c. l T .. O.P., l T.O.S. I T.o.w. TRD. -r.s.w. T.V. TYP. U.L. U,N.O~ ,. v.c.T. j VERT. -1 VEST. i' V.T.R, r l v.w.c. 1 w. W/ w.c. WD. wow. W/0 -w.s. WT, -, I ' " . • I . I l I NoT5 ". Steel Storage Structural suspended Symmetrical system Tack Board Telephone 'Terrazzo Tonge & Groove Thick Top of curb Top of ,Pavement Top of Sheathing Top of Wal".L Tread ·Top of Sidewalk Television • Typical , Underwriters Laboratory Unless Noted Otherwise Vinyl Composition Tile Vertioal vestibule Vent Through Roof . vi11yl Wall covering West With Water Closet Wood Window Without Wood Screw Weight Welded Wire Fabric "oEE "SIDE YARD 'oEF'r-;~TIO:\/'o /2' l ,AS SHOWN \: :;/ ,.Jo-:--E, AL-L. 'olDE::'YAR.;:::>S '61-iALI... Ee FE~"Al'-,;E'~-fTLY HAI NTAINED =~-~--=,= .. -· ... ~ "7'0T,A~ ALLOWAe,.__e FLOOR ARE-A ji ACTUAL AREA ("o.F) ii ·+=========re--~--=-=·-·=·-=----===·-·· --=;LF==~-----~---·· -----a- 6ROl.lND LEVEL UPFeR.. W=,VEL T01AL 0 0 ' '2C:iCO i -1S3G ~=~~==~~~' ,~~~~--+,c~--. -· I I I I MIXSD OCCUPANCY i'<ATIO ACTUAL.. ___ _ ALLOW.ABLE 46=:,G:, ------------.. ----- '70,'250 1f __ J~ /?~ ---ii '2-7 , c,-::t,_ ii .7~1 ii OK, 61JILPIN8 1 }----p----- BlllLDINe 2 . J_ • -.. ' . t. 0 I .-:-~ , rJ:.!""J,,,..! ;_ .!:'".J.-t'$;; -'' ~ , E\_~-,_,:: ~r-::: , 1.· -':;; ,J11',g·i ' ,'.'.t~ ··~; ~ -}t.. ~"'-' >.,••~•,"••,.r_.,., --~,-,, ,., 04 . 105 3 . ·,;a'\-<-;;;"':~~--· .-" ~ ,~ 0 .. · ~ ~~::',:~~~-~;•.tc-~ ·-': ~~ .. "· ,. ~ ., 115~1 I , ~...: j it 0 103 I I I ~ I z. ":" I I ' ' I I I I I • ' I s ' ' M I ' I ' I ' ' -D . I ' ' 14- 5 r 1'6 I I I.I. 7 1.10 0 Q a IJ ~ tfj '1 [ 1--" I □ • □ ;.DL L .. .-1r-·" I °!,I J D □ Upper Level ~ f.-.. ··---- 0'.:i"'~ ~1 D 0 a .. .. .. .. -□---.... --□ 1,2;7 ' .. 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T V ' ..... ,. --(8 .. ,.,.,,, .. ,, < ,. :,~ ~ .... ~; ·:; :·· : •• ; ~-' t•}'ii,)~-.; ;·,·,s; ;._____....... -"--1-----,-•-,, ·· · ·r~~-:~~r:: :-=-:\:/ ; •• ::, .. • .. :t,.· ... ~ .... so':>( .. ❖· .. ❖~,,, ... ,,. ...... ... ..... + •• • • • ,. ">,.~ ~ f!-t• ,' .;:',·.,:,,;_, ' .,. . . ....... ,_ -:.'.•;.-::, .. .:..,_::·· .. .; ~ ,1.,,~ ,".'·'''···: ~~,,~❖ .. ::.,· > 1/2--t:; ._ ·.;.,.'>':,:•,: 'j .;:; (, ............. ~~ ;. ..~:~· ·:••':_.,":,, .. •.• ... ,. ~ i=;.. ❖ ...... ~.u • ·I J I '§) ;; ·. '\°··;<(.,:;_ ' ' I •❖--t .... ; .:: ' "':·¼ ' -· .£"'!' :' ., ;,,/ :.:'::.::: ---.... .A ~ .... , ........ "•;❖• . ) -:: ! •.= .. ·~ .. ·:-::-:.-.... :~ ~· ~-.: -t~ ':!.','.;. :;_.=; ' '. ' ' ... ' - ' ' • -• • • ~ ' . -• ' . -->-> .. ' '. ' ;J c) Jr ' ' -~ , ) ' -' . ' ----·· EB---, . -K~Y PLAN < ' '" . .. CO'IISULTANT AFPROVED AFPROVED APPROVED 1:Ckt ~~-, ! fl, ·I ;? -~,, ~r Cc:J3UJ ,_: NOi DATE BY REMARKS ' --- General Notes' ' ' ' 'Code (',nalysis, ' . .., -\ ' ' " DRAWN F-t,.:::, CHECKED A~'l DATE ._!1 Jl-1/E: R68 SCALE J.f.::, t-{OV'f:J;,' I JOB NO 37 -1i;t1 r , ' ' j_ ; I ! 1 ' I J,/' ~ ~ ex.STINE, CARLSE,AD UNIFIED "::ICHCJCJL Dl'$TR_ICT "=>T'°'UC11.!R.E TO e,e RE=tv\OVl=D .I--::: j j E3 ~ EI I C a bl 2 61. --t f'.: I • 4 5 l. ,:i Removal Fenilit • carlsbad,Fire Department 1{11}1 -.CLEARING A B C. D ~ I I J \ I I l , L __ _ .----- + / / / Locate and su!tably identify 1rees mdfcated to remain. Verify exact locat1on of trunks m relation to locations shown on p1ans. Report d[screpanci-es ta City's representative. , I Before breaking ground contact the City of Carlsbad Park and Recreation Superinteridant for fmal recommendations for preserving e::<lsting traes. Use hand methods only for gradlng and grubbing 1ns1de the drip ~me of trees to remain Concrete removal m these areas shall be accompl1s17ed by means of pneumatic hammer or b~ hand. No vehicles of any kmd shal1 be permitted w1th1n 10 feet of trunks of -existing trees to remain For proiection of existrng trees lndtcated to remam, refer to "Existing Tree Protection" +n the Planting section of specifica11ons. AS BUil.,T CITY OF CARLSBAD MUNICIPAL PROJECTS ls :a $1---------------------------------------------------------------------------------------------------------------------------------------------------------------_:... _____________ ....j I '----------------------------------'-------------..;;;-...;._;.;;_b...;.-...;.em_-...Jol_iti_on_-__ Pl..;.,an_ . ...;.--, __________ ___,1 ______________ ...1-____________ ...L....:J;;._ ...J • • EB " ..... ~. '• . ·~ ., . ::··: ••' . • I • ••~ I, . ','.,' . " .. :.::. . . ...... □ .... . . H' • . ., . .. . .. .•❖ ~.· .. ··. · .. ,•- :,:• .. :• _:;: 1l'i1fI ~lff:/ ;~~~/?. illfl ❖'?{ ·_;:,,. ~:'-:.=-;.~· H';,,• ~ •'• i-1r .. ·1 =:=.t:t~::• 1.M ❖••'• .~vl"I," •>❖•'••I•~ -~=::::::·:: ._._..,,. N :ii·1~~-\ ~1~!/r\; :i1t\ ~~-~ .. ~~-.::-' ...... ,, ~==:!:~.:.-~: ~ ... ✓• ... '• ~❖:!;r.:.•I; KEY PLAN CONSU,_ T Ar-IT APPROIIED APPROIIED AFf'ROVED ' . r-,ol DATE BY REMARKS I i i 7- Demolition Plan DRAWN -1 FD. ,. I' CI-ECKED A·2 DATE.JUNE i9~ SCALE :''=4?'-011 ,ceNQ 87 l(i:;7 I I I : it: I i I I I I I' I I \ HAN ~PPEO ~ ' 111 Hl~H .~~f,!\JNT'lW (.?AAJ"HICe, ¥-, Ft?U.01<,J'!>; I ~ue ~1NT1::.-D 1,.;TI"~110NA1-<s>YMtt? Of' t>a.-i::,,::01 e,,1.. t'1Y AND @<Af'H ICP.;, ·-----:, -Ye,'' PIA->< ~M1 ".) -M ';:;C. Rei-J '=' :::ONC-hJt..L.K-:..:Me:i::e =u¢o =~......,~ai,...._....,. __ +-_ '1 1 !--' ...-l'--lii1D~. C::ONC, F'o.?rt -;_ ·111 , t---,r-----,/ -:r I ·a I I J', / I, I I.(.-"' --+---~ (fl '+-----.;;:;c/....,..---t-c,---:! ,Sign :staodard Stall· ' -1".s, -' " '---......... ~-• !.______£_';:_.:_-~-.:._ a'-".f....'.: J-._:: .L "~-;:.J l ----_,. ' 1. ' ~/ H~ 11 ,-,.lj ._,1110 ----' 2 \ " t I . I · I · · ----~-----~ -·-~~:::,.,::.rt-·=--'~ -' 0 _1 1, ~ t\ ' ' ' ' Ii· i .J: t.7"7-,---,_ -- ' 1-:--~-.. - - ' :1 1·+---~-"--'1 " ' ,,,_ ;" -. . ,,. ' ' -:·t':~. ! ' ., ,i ' ' • .. I -•~:p---..,.._.u' :___ ' ' . - ' _, . ' -,.____,,,___, -'.,c_ .: ..: ' . ' { ~ , e J~,-- . . . ffl . . - ' ' . ' ... -'l.J.f; Notes -· P"Ofe. l-E:=c:iAL.. Oe<:,C,1Z.1 F"r10~ "F' ~ ~ee. C,/V I :.-D fi:A hi I N 1:1'::> , t. f'!::'~ Al..!.. "o1"ie., L.li I L..r"fY IN ~TIO", "'er:; c:-1v:1.., e:.-~11"-lvAL.., A~D ME"..,;..HAN r~ Df4,.!,JIN~. S ALL F RO""E.,'Zr,• L IS;;:,:5, E,6.6!::H I::''-, TS Af.i D O',lc-'-'J:,;ee, ecrn-4 Exr STIN-0 AND FRof'croEo ,-,,Re 'i::>How,-,, ,:9rJ TH1:::c, <orT:: A...AN _!$ ,ALL "o1TE l:v!Pl~E',IENT$ TO C-vlv',FLY WITH TITI.-E '24 Di<e.AleL.ED AC'CF.=::Y2, f'<eQ U IR I=.'~ E,'-ll"'c:,. . -- Si"'A [:::: 'I E, R:)R. Tri' s • -0 D ., CCNc.~s-rE TR.4J-.ISR~2R FAD NOTE, I DUE ·1-0 10F~".I :'.'.oF.L.CE DE'Ol&'-!A-r-10!'-J OF F'<.oPE~ Tc, 'Tc-I>:.:; 't:O'JTH CITY CF c;.✓.i.(~L.b~ ... ~D OPFf C l.A--.L.U + ¼VE APFl<..O\,/EP V~tAT'~ prxo1"'1 TI-IE: I"" f.,E:, UBC Re<,.>•JIR8f.<1E,'i'T'o R:>R. PROTEO:-o·,1 OF WALL'o .4Jo Cf"f::NtNGS IN FRox1!v',ITY TO A Ff~oPERTY LINE No 'oT'sJcTuRc:'·2, ARE ,o 8E F....-.r-!:='D oR. co~~sTr--?1JC :e.c w1n-11r--..i 2oP'---oi== P "'-<>-JG c.:-,.· S 'So lJTrl W.Ai...1.-, " -e:>e.N ~ '::>e.E: '$ l"-'B::: . i ............................ ,,.,.. ................... __________ ,. = -1.l_N vi c.,,,_pf'e;D "'A~-K.1 t-t;;, ~ f,,..{ J~(+\ "'.'.l-.1 NTE::.D <o'(M e,;:,1.. '2, ~ "=> , fJ f'1 N~ 0 ex ,":,j1 N,:::, ,~-a -ro E?e f'iov~ F"AYINO l..Ai,JJ-.1 C, I __ / - 0 .J Parking Tabulation ~or -rYf"'f.:! ~'e::!T" ~INt, ~D.bf".D !..OT 1-W-1 D<A"'?'tP NEST' Sm.I [:#:D fJI,.,<! KI f.)b LOT J-ii>-ND~ ~ ~~ ~Dt:,,.f'PeD "'ZliAJ_ '11' oP s~ ,jj;: •/, '?:> IP ~ 1 y,.. ~ I 1/, l~O 7'5"½ c--;,-; -;j , lc.,c;, qc, ¼ 7 4¼' 178 ASBUlLT I I ! I E9 KEY PLAN CONSULTANT APPROVED APPROVED -Al'!'llOVED N01 DATE BY REMARKS · Site Pkm ._ ____ ,-----=~,=-:;tF~.:=" -~~-=--"'!! ll"-~-"-"'1l DRAWN I::~ CHECKED DATE -._IUNt'-s i"\ ~:~------"-~ Pr.ALE .u-·, ~,o~p.o <..'V -, --j -·· 1 I ~·--··------- JOH NO 8'f, I 1,/7 ~-"~..s-;;.,;:::--,..i,=• --=--·:;,·~- ©-----------'\,- -I -◊, -I o, @---. ---+---------,-l') I ii 17 0 ' - I ii lo ·O I I ' I, I II '2o·O I II 10 0 j I • I oee '!:>H!=~T rA,'3--" . ' I' ---~c-:t-+~-~ .c ~ o1;'2;:~ o' :==-~4~~ ~ I "4-'--'---1------_,_ I ' -~ I ii JG, 0 -I 1· 11 I ,' ----.:::::,,._ -----~--~-,:,-----t---~' _ _,_· ---~ --t-t---.---t---' -+-=>:,.:----, if'/ ' ' -------------. -------~----1 ~01 , I -If). -. ' ! ;:::'-o-'----1 -_;c,------- I 1 · I I 11 2 -g-•·, +· __ lo o r~ I ' ----1': llli.u' i >· • ,AUDITORIUM ' I 102 +------ \ I lrs" I ~_, ' ---( -r ~~!n;.e;-L__:.:.. '' I I + - I ' ' I: i ! .,/,t "'[~ 1! I ® I ii I JI 10 _o ______ j CJ I [ I ' I r----i-----, ! I jJ l';>I ~II ------··--------, ' . . ' ' '2'11. 0 q ----,!'--·----------- i i -t ---8_1 ci l1·sib.1 __ 12_1._c.U ___ i ~I o1 '2 1-~11 S 011 j i-011 I --------'--L ~--k-=""··•....,,,_, __ ,.__.,.___.,~~~ ,;~ -~--'-"-"'-~:... ___ ,u,.____,_-,,._~=..e.. ,,_..,, .,.,---_ ..,. _ -~...::t.:ilo.,._~"~•=-· /,-,,.?.., a.,.. --• , ~ ,_ ,-•-t nu'_,,,_, ',~-•-..=.r~~, .... -~-• •". ' ) I fl I ' ., ' :, ., ' : •I ) ' I, ' I I ·I ' I I I I •. . L . J NOi'e'<>: I, '!>e.e. t>mX-T\JAAI.. t:>14--//:>I:, l't?f'-A!-l .. l<JOOD ';:,TI.JD F'f-AMIN6J ~ll'eMl:!Kl':, AT AU.. IN"reJil,iO[e. AND ~10!'\' e,~ He' WAl-\r.> W Hef'1.e: "'-<::,l)~. Z..'IN"r'f!'ie~ HON•E';,!!A."li'/61 ~D "°'AU..':l ~ o "'1,Ji(¢1r-1t:> ~ eoe .1. ~4 '6!VDe /;.."T I '-4'1 l)NJ.~~ei NOTE:C C>'T'l-1~1-e,e ON P~. ,;,,ei:. ~atJl¼t.. D[2.AJ.JIN~ f'O~ ~ AHvHo~ ~lf'-l!Me!H'J'i:,, ~ -oe.e,. ~ FINl'loH ~!!!DVLl:- AHD -M"PJ.\:::Ae>J.lia INTeF!-101'-. e..e.V,,:Y.TION, 'o5G-1'i0'< l Ofl.-D~I.. J'l:'l't. ..JAl.-1... Flt-;l'i:>'1 MA~"4~ \ D BUILT OFCARLsBAD MUNICIPAL PROJECTS ,l111111 illl1m12l ------- NOt-1 ~ /1-.b:ri:;D CON<oTlic, hi/ W 000 ~O:', {"£ES. :-;o-re. ""2..) 'OOIJI-ID h.J,:,.U.. W/ Mn' 11'-!<oUt-Ai10r-l I Ht(., !"IP:¢ ~I 'tSTlVIS- AA'TeD ~~N ( '!!IT'\! D 'l!,1-za AN 0 ';,f,f>.;.u-!~ F'eF-'::111" iJC!l)fl'A1- -~6,e,1 1-\~0.) A"=P.>!!Mec( M:,P!e/l, u,eic.,-o;i,.e,:.e ♦4-!) ;? !Tl!!M "'74> Pe.M C'~l-e. f¾<!T'1170N 'b~M. ~e. eF'~. f'lie.E e,<.·r,Nt,u I eHe.i:t-. ~te>iNi=:r ----· ---_, a• ~ --·--------=-=-. "--c-_·-,:.c~·-· ·-;_-;·- ·.---'--------1:_-_--__ -----◄-~·- ·---.,. --• d• ~":'. :. -~.:: _'.: :.:--=~~-= --·= -.:i.:-_· ----. --. , ~◄_::.;:_,· .-•• __ --I -I -· --7 --<--___ J -:_::7"""':7--• ----j !!!!~ i • • -'a. . ' ' • ' ~ ~ J -< •• .. ' < • • , ' -' ' :.¥ -. _}i} ,.- □ KEY PLAN CONSULTANT APPROVED APPROVED mr'"'ZT::715 , -- APPROVED 0()-il,:'(~:Jl.<'.' . ...,_ _,.,.,.!,_ $_/ 1/. /4-. C??ZIJ .(/ . ' --, ' NO DATE BY REMARKS . ' Floor Plan -' ~round Floor North : -__ , --., =-,,..._.-..;:. DRAWN •••• ,1 , F.-L:., CHECKED t.\:~ 4 DATE~l)rJCO: l•'l.~,IJ I I• ,_/ J.. -- SCALE >le)'-11 o1 JJBNO &7• I,;,-; \ f.c:"' ' \[;_)-'-i _ _,._ __ _ ' ' I = I) • I I . . ' ' I j -I, -◊ 0 -----------· ------- ." l ! ,zd 011 ------~ ------- □---------i=-;::::::=..'.:::::;-;====-J ·o-1T I I KITCHENtl :17 -- I I -------1---~ i , z'1-d' 1 1 d -+-~or "'' :i::i' ~ t 1.._I I ,v 0 y--------- ' ' 1:;/01 -~ -~-----=---------er -' --~l ' ' j] I ---1 ~ ' ' ' I l i ' ' ' f,d:fl ' . ' ' ' ' I i ' ,· I : I ~ I ~--l·G> I e,l.<1" I 41 G,11 j , 41,(iill i -·--------,r---,---1-~ --f I ® I ' ' r -, . ,_ ' ' L ' I ' ' ' I I ' I I I ; I ' I I ' : ! ' --------- I ' ' I ' ' j ' ' I I ® , -- i i :I l l<rl 011 '21 II ------------,"1 I ti 12 o ' - --i- ' ---!---------~---------'---' -- ' --~ j --· ......... ~ --,--7 ,Matqh J,ine_ 'SEE '5HEeT A·4 Nor 5: '1>; = o· ,0 I "' 01 -· I = 1,1' 0 -, ' ' i -------------------,- -I 0 1, <:,ea ~ML-p~;..i:..it:i.., $~ 41.--~a» f!<,AM1 He> ~l)1~t:t-r!S-AT AU-IN~;of/. AND e,,._~¢101'!. ~1Hb NA.j..".> AND <i,Hl:!A~ 1,Jt,1.. l,,.j;\,j..j. ':;> N Hi:!:r2-e. ~ F~. 2., I H:e.e.1or,I. "'101'-i-r->~I Nll' ':>TVD i-JAl..1,.5 AI--ID !"lJl'-fl.lH~ W f.';e:: .Z ><4 ,;;ri.,rpe, Ai 11-1-110 c,, iJNLh-~,,-- HD"reO O'Trl!!i'.l"Nl>cE 01-i f'L.-,/1,N, 'oil-I::. 'e,11<-iJvT'i)l¼i,.. Die,,,.j,J I 1-lC?:> Fi?~ p.J..i.. ~,~e; ~~aw lf-cME.N1'i:>. '°' 'i>ee. ieaor-1 fl t-11':>H <x:-H!:aDiJu,i AHD A('l"J.k:Ae>L-J:. INfe>~;Orl-e'.i..F.:VAT~":, 'ol:¾"ffON, OF-Dcl'AJL.. Fi?l"- NAU.-l"\1-jl"t,H Mt,;;1 t:A-IAJ.P.> . N;:)H-~-rep COi'-!~~ NITH ,Ja;,p 1::>1'tJ D'<'.:I (~e Ho-re..,,,z.) ~'oOIJr,,p j.JA!,.J yl ~ 1N-e>v1.A11ot.J I 11111-F'IJ'if:I i,:E!is:)!<e,fls/e ~'T'aO COH'O~!tlN (".;r/Ve> '1>1ZE. At-It:> ,e,~lr-4c:t Pf!.i'!-;,.--,r,---._ ~/¼I-t:if'.i:1-./c!!,1~, W,l'-{,o,) A":,>';:,E";e>1.,Y" A'b f'I:;~ I).~. T"t>tal-1=, 'II'¥.;,, f!> 1-rei1'17~ - ~ :_ r---------~--~-----:----~----:--------::---:--------------------i:;:;~=;;;~~~=-=-::-T::--_:·~--::;:---:::-7-----'---------------:_ _______________ __:~[&;~,;,;~½{~·,i=~f~lie.e,=~1!!;:X'i"=~1=w=P->=Hc:-=/C-~.:=,i::,=t::~1~N=e--f~--~=::::J -•' -f.f;.C., 1-:-, ----------;-----___,,l---:-:---:--""."'.":"----:---:-----...l----.;.__--:---1!f.:..::· l~oo.:.r~· Pl----~~;_,:~;:.,;: __ G.:.·;;_;r?:_:_ UJ:O:.:~~t::·· e:.:v:.:e:.:.·1 ..:S:o:.:~~~hji _______ ---:---'---__;, ___ J_ _ _,:_ ______ ~~~-------~.1~1'6~11 := l~'l·0::_11 ulu :EB KEY PLAN CONsu..TANT APPROVED APl'ROVED NO DA'IE BY REMARKS Floor. Plan- Ground Floor South CI-ECKED DATE JUNF. 1'l'Y; SCALE 116', :, c,11 JOBNO ~Fi '.c,,7 - @- Q _j .,, '•' 7 I -I. ,, --I I ' ' I I I t 7~ 011 ·i~}D ---------------- ----------------------------- ,- ------------~ -------- ' I \ I ,/ '• I \ I -___,,__ ' \ ,_ l1 II -II II 6 --Q l l -- 1e Cp -'I - _, ~ ~ "'r,' ,f @n 1 • 'li-....,i_-==· =~-" _ --, -·: --_ --I lof ~r-~-~~~:~~~~.ir-1 j_l ! j __ ., __ ,,_ I ________ -· Iv. L--- 1 I = ,=--\.,--aa~ I r---= == '=-·~....=c I 19 I ,:J I I ' ' :_I rt\. I 05-y I D -1w~~NJ_ -rl?,'·O" - © if ' ' """"~=--=-=--=-=-=' -=-=-=-)' " 4 L,.-1-----~=· -·=-=---~= ;:::--~ ~EHD _____ ------ LJ p Wr::IH"l";:i j,_ __ '.ll ~ MOTJOl,.I 'of:.Hoe:.:,~"o B:B □ t8l 0 ~ Pl~e,/i!,. ~ftN £1~11.-1-e. l::Xf¥,.i.J E, T' 7 - -- 2 - ~~·-·. ~--:.5 ~-=-~-i ~---~z~-· ~- ~:---__ .:._ --.rr._· ----~ ~~:---~" - • • --' -',, .;~ ~· (J.:.:-·. i/: ..,--;_r_::~~- -Lr Cl • • KEY PLAN -,' CONSULTANT APPROVED NO DATE BY 7rZ '3--15-'l REMA"-RK"-'-'--S ___ _. <:if'f'-8/AB-I Floor Plan arid '.Reflectod Coiling Plan-, IJppor Level -~--'--· -. ,,.,_. - DRAWN .Jr P CHECKED '--DATE JuNf-; l'Jc:,j SCALE NcJTE'u ----- JOB NO e;1 !eo7 \ ------------------------•---,,---------------------------r----------------------------r----------------------------,----------------------------,.---------------------------, 0-- -' rf~te'ipFetaliori of tiegulatlons'' --)------. LINE: OF' ------ OPER-<-BIE WALL CE11-IN6 ll""<AC/<. ~"'@ . -------·-~---~-' ', t'.fit!e 21 8. Part 2 of 1itlo_,24, CACI r' . ~-, , , I • : m;'J;Y, SUSPENSION .§X!i';l'EMS FOR LAY I}LPANEr, CBIT,Wfil! a. r ' i • 'ii GA. (MlN.) hanger wires ,nay be use,1 l::br up to and lncluding 4 '-O" X 4 1-0'.' grid-spacing along l!lain -runners. Spli,c~s wilt· not be . , permitted in any han-3er :Wires unl-Erss specj fi- , cally approvea by OSl>/SSS. Provide 12 ,ga, hanger wirE's at the endu of all maia and cross rtinners wi.thin •au fr-om the support or within 1/4 of the tength of the end tee, whichever ia Jeast, for the perJ- metar of the ceiling area, End oonnactionS for rm·mera which are designed and detailed 'to resist the applied ho:cizontal forces may be used in lieu of the 12 ga. hanger wires - subject to OSA/sss revtew and ~pproval, -. . Provide trapet:e or other snpplamenta-l;"y support ~embers at obstructions to miin hanger :apaclng, Provide additional hangers,•- struts o~-braces as :r.equired at all ceiling. · breaks, soffi.ts or disc.ontinuo1.1s areas .. Hanq<>r •rires that are mare than ;L !n 6 out · of plumb are to have counter-sloping wires~ < • s. Ceiling grid menmers m.l.y l,e attached t-o nnt more than 2 adjacent Walls. Ceiling grid members should be at least 1/2 inc~ free of other walls. If walls iun dlagohally to ceiling grid system runne.r;s, ·one end of m.e.in and cross runner should he free and a minimum -.,f 1/2 inch clear of va,11, ' At the perimeter of the ceiling area where main or cross runners are not connected to 'the adjacent Wdll, provide interconnection ..between the runners at the free end to prevent lateral spreading .. A metal strut or a 16 ga. ·wi~e with a positive mechanical connection to the runner rnay be used. Where. the peroendicular di-stance from the wall to ,-_ ;' _ the 'tir:St para1Jel ,r~nner i~ 12-r, or less, 1 , 1 this interlock is riot 't~qtd. -ced.: ' -,, . . -·Provide sets of four 12 ga.. splayed bracinq Wires oriented 90 degrees from es~.h".-othe~ at the following sracing; A.. For ,;.Chaol buildings, plac:o ·sets: of racing ~ires at a spaci~q not·mcre than 12 faet by 12 feet on center. 0 7. i © I I I .:..i.. (;;') ( ! '\. y \Allf +eJ-c,)I +eJ-1,} ~61~t _j i ~_,_:,£1:~g _] ~ I r---i,---~•--,, ------- ·~---· ,-·..:::_.:: ~-=1 1:--r r 0 "'~:c..e ';!,D I 10 ----1-' f-+-- -----------D J-~~5v/ ~ --- ~~ffYl -i-e,1-Co 11 ONE HOLl!'I:. ~COF Cot--1<;,;T". F'6< e,'(F A~ Pll.S 'F Rc-2.,:,,oJ , eue layer¾" type X gyp-som wa\1boaro applied at rtg1i, angles IQ wood ;lol9ts 24" 0,0. wU11 I¼" type S drywa.11 S-Cff!WS 2411 -o.c. , Faoe ia~er % ~ typo X gypsum wallbQard or veneer baseappl~d -al riahl &nSkl!:I IQ Joists lrJ.ro~-gh base laye-r wtth 1¾t type 13 dl)'Hal! tdrtwS 12~ -0.a. at Join-It an;:t lotarmOO!aw joisl5, Fat:8 layet jolnts : oftuit24" trom bas8la~er loints $½" fyp,eaG drywaQ-sc~ p1ac- ed 2" back. on e•lhGr .s!de of 1a-ce la:,rer ind ,lotnl.s:, 12" o.c. 11a• ~ ~ w11h ex1e,lor glue e.p;:i!led at nghi angl"es to toa O'l 1,ol,s~s \Reflected Ceiling Plan: 'Ground Leve1 'North: -•--• • ' r. -•-• ~ • ' • --+ .,__ , C. Provide bracing wires at locati,ms ,not more than 1/2 the spacings given in (A) and (BJ above from each perimeter wall and at the edge of ve~tical ceiling offsets for both school and_hospital . bUild:iJ'lgs. , - ' The slope of these viras should not exceed 4S degrees from the plane of the , ceiling and should be taut without causing the ceil\ng to lift. Splices in -bracing wires are not to be p~rmitted without special OSA/SSS approval, Fasten hanger wires with not less than 3 -tight turns. Fasten bracing wires with 4 tight turns. Make all tight turns within a di$tance ·of '1~1;2 inches, !!anger er braeing wire anchors to the structure should be installed in such a ~anner that the direction ,of the wire aligns as closely as possible with the dir~ction of the forces acting on the wire, ' -· ' a. Separate all ceiling hanging and bracing wires at lea~t 6 inches f'rcm all unbraced ducts, pipes, conduit, etC~ It is acceptable to attach lightweight ttems, 'such'as single electrical cond;uit not ~>:c-eeding 3/4u nominal. t _ ~iameter, · to l'langei.-wi reF.r. using colrhectors • _ acceptable to OM/SSS. '' L • C • -l,Jj,en thcill"d-in concrete anchors· or shot-in -anchors are used' in reinforced concrete for hanger wires, J, out of 10 must be field , tested for 200 pqunds of tension. When drilled-in concrete anchors are used far \~ -·, bracing wires, l ou.t of 2 must he field tested for 440 pounds•of tension. Shot in -anchors in concrete are not p9rmitted for .bracing wires, If any shot-in or drilled-in anchor fails, all adjacent anchors must be _·tested. · -· , , ' . ' -I , ; NOTE:. Drilled-in or shot-in anchors require special OSA/sss approval when used in pre-, ~tressea concrete. . _ , '10. Attach all tight fixtures to the ceiling grid ... :runners to resist a horizontal force equal to the weight of the fixtures, , ----------- ON!: LA'rF-/<:. OF' <;,;e,11 Tr'Fe ' X ' 6Yr"SV!vJ Bo~ N,Al...S-D TO VNDeRSif,E CF' PLCOR (For«. F~ A'eSl=l--1BLY A'<l> F'Pl""-T CF IJL # LSI 2) ~u1"h or recessed -light fixtures -and air-_;·---- {-.i~,' tenninals or services weighing less than 56 ~· 1-· ' 'pounds may be supported directly on the ,~ '. ',•' .--:runners of a heavy duty g.r id system but, in !· . ,-~dditio~, they mµst have a minimum of two 12 -· _-ga. slack safety wires att11ched to the _ .:'tix:tu.re at diagonal corners and anchored to -the structure above. All 4 ft, x 4 tt. light , , .fixtures 1nust haVe slack safety wires at each-; ~,: ·eorne~,. ',• \· ', ,_, All fJ.ush or recessed light fixtures and air ,,~· -· terminals or services weighi:-i:g 56 pounds or ~ • ' ~ must be independ~ntly suppozted by not ; ,,· . less than 4 taut 12 ga. wires each attached · ~o the fixture and to the structure above re-· gardless of _th~ tyPe of ceiling grid systi>l!\ used·,-, . The 4 'taut 12 ga. wires including their : attacliment to the structure above must J,e -·_ capal>le of supporting 4 tilnes the 'i<eight of -,,-th;, unit. ' ' I '., ' - J -• , Match Line -·'5ee. <::.Heat· Ab l..(::(;:leNP --·-----~--------- r 1 CJ 0 0 19» fl) ~ !21 l2l Mo?flt'/-1 ~E>Ofl! exrr <:l:,1£!::'N 01 l"'ft)ee;e. :!:J:O: 0 fl""i;l ILJdl CJ D 1; 11 1 011 b,. I t· . )2. All fixtures and air terminals or services supported on ihtertnediate duty grid systems , ' .. -must be independently supported •by, not less -, , than ◄ taut 12 ga. wires each attached to the '·'': • -·f,ixture or terminal and to the structure · aJ;ove. '·' I ,, . -Support surface mounted light fi><tures by at least two positive devices which surround the ceiling runner and Which are each, supported from the structure above by a 12 ga, wir<1> Spring clips or clarups that conn,ect only to the runner are not. acce:ptabie... · .... • ' • 0 .provide,~dditional -supp~rts when light :fixtures are 8 feet or longer. ' . . :t4 •. support pendant mounted light fixtures 1 , •-,directly from the structure al>ove with hanger wires or cables passing through'each pendant hanger and capaple of supporting-4 times the weight of the fixture (See.also Note 10, -.. paragraph (b)J. special details are neces~ sary for this conpition at th~ ceiling grid, ~-•!l'ZeMA,tND~ ~F-N~n;.e, s~@- 11------.=c-:------.,--'---~---c:--'-'-----cc'"'----;-----------------------------------------------------'--,-----------------------------------------------------------------------------------------~~---------r------, ....... :::.:-f i · -~us1:1-::h.1j~c! Ceiiing I'-~oLea .-~ ~ 2 i ._ ____ .. _, ____ -----------_'...;.· __ . ____________ _._ _____________________________________________________________ ...1._ ____________________ ,_ ________ ...1 ____________________________________________________ 1.,, _____ o1,.,;;;;;;;;...1 ~j f8 .:,,·~ ~ -..,-, -.:.. l,~ -;-~• f);f-:, ~ ~ ,· ,_-~ -__; ' . ;;,~,/ ;i~;~ :!1:~~ E9 KEY PLAN CONSL\.TANT Aflf'AOVED Aflf'AOVED NO OA'TI:: BY REMARKS ·Reflected .,-Ceiling Plan__; '.G,round "evel North . DRAWN J f-: 0, Cf-ECKEO DAiE JUNE: 1'166 SCALE NOTED k7 JOB NO o7· ',G7 ---------------·,-,-----------------,------------------,-----------------,------------------.~----------------. L --+-----l----'---+--'-~• ... __, ___ _ ' ' ' -•---------l- if19"CHE:N f-· > -f re'-011 ··-t ' [SJ D IZl t e,1-011 ~~eN, ___ , ______ .). ' ' --lo · 0 s D +'9-0' 0 _,o=--1 ......,_,-- 0 0 t<I 0: .. .I -1-----t-l--+--f ' ' a-:- \..11--dl-...J.Q -----0 J I 0 I 01 0 Oi ·,--1 .. --+.---..,.-1 l--1--1=-/----I =1r ~=I' O! ---i=l·-1 0 J __ l H-----,.--+-f VA,oeio:e · I i:sAC..:C.e~y: --+--10.,..1 __ __ j 0 0 0 0 t\ I ' • I . ~. ! ri 0 !I ' 'i -,I ~ I I . I I J 0 0 Q 0 , 0 0 ' +b'-JI ·1q,,y~~ r ! -----+-----~ -~li~• ;:r=::,1~~~¥~~~~tic-µr::•~sr-~~~~====71;-=-:====:'.... L-----1 L::.::.::~-==:i-------· ..... __ o 1J;=r· ' 0 Q: < ---------------[i~!____ l +a'-o'' 0 OFFICE: 1'52. I r ' -·· :J. : l 0 □ 0 0 tll 13 ffi < ~ .- 1 ~::1:::::!::::::'::::::!=:!=~::::::::!~.L..J...I -- ' □ ----,;=;-1---1-0 □ _j ➔----J. ----•. --------1 ...lAN;l"QR ~ .. , ,_11 ! 1~ I Tc;•,.. i----------. > r---~ -----e•-·-• --- I I 0 0 .15. Re.conm,.ended note on plansi Classification of ceiling grid is lt:f(ey-Ml::!Qlt.i'e. duty. _ , · Manufacturer's catalog number -main runner I e,11 • , . · , · Manufacturer's catalog number -cross runne~ . 1614 , .,, . · ·, Manufacturer's catalog number of detail for runner splice 70 . i (NiJMe>~ P/:OM -rHe. CH!tAeio M~C:. ~e) '16, suspended Acoustical ceilings below Gypsum ·Board Ceilings where gypsum board or other . ' . ceiling finisheo> are attached to the framing, special details will be required for the vertical hanger wire and lateral bracing wire support connections to the framing, ~ROOF HATCH ""ee . ~ 1 --------"'-"'----L- ------------------ 0 ·O ' . " ' 0 0 ,------..::::....'.: I --.. -0-- ,e,,J'2:oFE::NDED LVNINOU'e> Cl.€,, GRJP '\::F-E eLl=~!CAL --- 0 I \ 0 Q l: ---t- D D 0 □ □ !--t--1--1--;-- ' --I - i--. , ___ -----r-- l ' I ' I 0 I, ,. JI I I -------7-·· 0 G) ' ~M~ l 1 □ 0 IEiH ~ [8:J [Z! MOT10N <i:,e.f'l~ i:xi-r C::,I t:IN Dil"f'U'o~l<c Gt !DJ D CJ f>OTTOM Cl'" '='l'!(Wc::r,J~ M~Meeit- Vi'f> 146'A, /(1¢,ID '6f'eE!.I... 1\.Jt'I He;> ~Mf' !!!ND At-! P tqTAC,H 7V C-eil..lH 1:1 Ae>ov1::.-- 1/44> 14M, 1',1t11D~ i\.leil>-!e>, O!IMf' e:HD ;..-,o et?t;r it> M.l>I N fEV t·H-, i,.- ---0 K TFC.,i.o::. ~\:!PHTI Nbl A:;o...lesTiC. ilL.e. IN '51JSf'ENDl;:D eRID ~NTeD 6:-YP. ~ E!>\Jil.T IN CASEWk .. <? lJNDERSIDE OF FINl'=>H CE11..IN6 ---® • • • • -KEY PLAN CONSU.TANT AFf'ROVED APPROVED NO, DATE BY REMARKS Reflected Ceiling Plan- .Ground Level South DRAWN f:';:.~ CI-ECKED DATE wlJNE;; 1"11')6 SCAl.E Af:, Nonl'-0 JOB NO e,, 7, \i.t> 7 -----------------•--.---------------------.--------------------,---------------------------------------...--------------------. ©- ' -t--. ----~-- {7;_'\ ,Match Llne V 'i:iee eH_l;:_ET_A_· IO-- 0 I I I ' 0 1'.~. + 1-t "I If+--J, +lv·O ! . ' I i •• I 0 0 Tc_°;? -W .. ,e,' 0 , 0 C0 -+ L i' "1 -, I ~ . -----I II' + 25 "I ' B -::F II I ---+ I'\-0 TF --, -~1'\·0 I ' ·, 1:'5 I 11-+ IQ, 0 ---F,.o.lNTED 'e>lil" MTL 0.JTTER WI CO INNSA:HJT'c AS 's:>HOWN C l'-$-y,~~ ~~~$ $of~y~oW ~c\'? ~ *t----------------------------------------------------------------------------.,------------------------------------------------------------------------------~-----~-~-1 I ~ftoof Plan: .North 1161 = 11 ·011 l ~1.. __________________________ .... __________________________ _._ ____________________________ .... ___ ,... __ ;... ___________________ ...1 ___________________________ .._ _________________ ...J _____ ..... ..==-.1 • • EB .1~~~;';-2·t.·.-'•=·~ ~:_. i:_ir~:-:~~,~1 ~~_:~ ::;~;::-~ -~~~-i·~-~.-~~ ~---;-_ --_--j -_'_:a_'-~::_--.::._: cl ~-~~ _:;~~1 ,_-::;::-,.= --, -~--~ __ J· CONSL.LTANT APPROVED AR'ROVED APPROVED KEY PLAN il):1,~1~":!-- Ct.:J'f, 'Z O 1 / NO:DATE BY REMARKS , : ' : : Roof Plan-North - DRAWN ..J.f' D CI-ECKED A©9 DATE .JUI]:' not', SCA!£ 11,eiu~ ii oil JOB NO 57. 1c,7 • . . , :, ~--------~--------:------,-----..:.__---------,------------------r-------i------------i / F ,__ __ _ ' ! i I I ' 0 zJ!l;- "'4' J-~_'._ __ _ Tl':_;-1 / <1-iG> ·O T.';,l--«J + l'2 -o 0 ' --.! -~U. 11-T UF . f'<OOFIN$ OVE:~ f'L.YWCCD Cfs:ICKE:TS I 0 \ 0 l f'AiN'"rEP <;;t-rr - METAL CoFIN6 7'. F: +111-01 / ' ) I .., r---•--·-, /' ,.,. _;. .-! ·-. / '-__ _; J ........ , _,,/ 'f·· -"-'-•. ! -1 r•~---_;._;~-at.:r •: I - I \ ,~i--~ .. >--f--> •. • I . ""·-·1-~-~------i,...~l,,.,.-_ ,. . .. ' 1'::, -@ T.f'. I I · -t I~ ·O T. ".:> 11- + 11 ·o T ':>. I-•-e.AVE -tl"l·O T.'6.1--· 1-10 ·<r --FAINTED -SHEW! METAL eu I I E:i'<:, ·~-LINE OF Bt.De,. WAL.<-151'::LOW ·--~--~ -~ ' ' ' : d~ F . I 'Tf' + l'.2 . --0 --(~ !L ____ __:_ ________________ --:----------"'------------:--.-;_;~:i,z{:pS>:o=·,·trT·;s,~ZJaz.,nt,\•:;:{,'.0S~to/4Cti7;th3'·:i7i--:------------------'--------------:-------------;--7-;:1;6;11,..:-1T1.~oi·11f .. 11r1 ... i L ____ .:.._ ___________________ ...J. ______ ..:..~--'-----------------J.. ___ .J. _________ ..;... __ ....,. .... .L:··!···:~~--~--:,:,:,:·.:,.i•~•-~,:··~-~.,·_.:···:··.•: .. .:... ...... ··..i, _______ ---------------..;...J.. _________ ~ _______ --------------L------------------...1.-----.._7 .... KEY PLAN CONSULTANT AR'ROVED APPROVED Al'f'ROVED NO DATE BY REMARKS ''J=toof Plan-South DRAWN .J. F. D Ct'ECKEQ DA TE wuNe ,"lee SCAiE 11e, , l • o -.ns-NO. &>7-IG>7 ·--. -- ,._.....,....., _____ ....., ________ ...,.. _____ -r-------...... --------------r-----------------...... -----r--------------------------------------------""I'""---------------------, 1"0!-011 f".AINT6D METAi_ ---- c,>.F FLASHINe> +27 1011 ,-:2,L_QII FAJNT!SD. '=>TL----- rlAN i:>RA IL.. ··--~ .. ~ ·-· ····-·- CoNc;i<e:E'TE ROCF" "Tl LES - PAINTED "2>HI MTI.. GUTTE~ WI D:lWNSA?VT ------- 0 I i -···· ➔ 6UiLOIN6 NCl. 1 TYFE -:SZ:·1 HOVR.. SEE "i:>Hel:rr" A 1 -~~1:_,;;t} -. ':rl-ci" I · -f$uildirlg S.$9ti9n; 1;,._.-•• c" ·.,·.:.~,·,.~,.-,.·~--:-·_ •• ·'.~ ->>' ·:;···." ·c 5;811 EiYf" e,c>ARC-' OVER WOOP Fl"AMIN0 '!': 'S , + '2.e,I. 0 JI /'ti Dee PAINTED "5/ir MTL. c,-..F FcA-eHINe, i'i:,.+fffoll S,0..VI= 3." ii. 11.011 , IG> • . 2 __ !'. s . + ! "''~,;/ EAVE I II T.F + !$ ·O 2 I e.UIL.Tl)F R06FIN6-----j--. --OVE'R PL YWo::>P -- Ci'sl Ci'-ET CoNC RooF TILES ··-- PAINTED EXTERIOR. Fl..A'=5TE'R.. 9 TAB-E -\-8e, 0YPe::iARP '.:i$gff~lpg:;$~~tion l ·. '" ·.,, ... : ::, .. ·:. ,:::_· --'"'-~ 0 ~-19 E,,1-TT ROOF I N<;:;UL,A110N · TYf' T.F. R Ii BATT - INSUL.AT\0'--1 · T(F \ I ' I I U T.S. -+--~, O T.S. -t-1._1 0 11 E.A .:7E -- -ruse ~ISEL co_ I.I H f.lS i"'AINTED 1:=X7ER,IOR FLA ,e, I 1::1~ ,l . lil 0 .~t--'---~------------'-',--,----------~-...c;__-----~--;,;r~-~ ..•. =--~-"'",·=--~ .. -·=·.,'--... ~ ... --'··•""•·:·"'"·-=:=··~·,,------'------------'--'--------.-----___,...--=___.---------'--'---'--'----'-'-------------~---~----...... -'--'-...... "'--------------------------.----~=-' .... • ... ' IL..·-----:::::::::::::::::::::::::_··..,·-_-.... --------·---------______ ,-"--"---·--"·----~---·.~· .• __ ,i+e_:,, ...... ~~--fld __ J .... n ... g __ s ___ e_;ct ... ·•·····--}o ... i n ... :•. ,__· ... · ·.··-· ····-··---··· -----•--•-· ·.·_--_. ···-·•·--· ... _. ----+--'"'·-3/_~_11"_f_q_11 .. · ...... 4~·· ·...._ __________ ,__ _______ ...._ ___ ._<.l..'.;ts.;..,;µ...,/i .... 1.d .... Jh .... ·.···~.;..-.... $_.·e ... ,c ... f'_1&..;.;~n.J.\ ____ --l. __________ ...J.::,-,.._iG>_11=_11 __ 0_11,1.. . .;:::5:...1 ;.·.·.E9··.•·.•··.·.' •C • I -. . - ' .. :J~EY PLAN CONSL\.TANT Al'l'flQVED ' ' /Sections -. . DRAWN ..J F --' . , ........ . . Ct-ECKED A"ll DA1E ._JUNE R&S SCAl£ NOTED .K)BNQ. '37-'.w7 ; \. ,I 7 i --------! -' I I I I CONC WAl-k.· 'o'c-oFeP To DR<>.IN "E:oEE:.' CIVIL 6UICDING NO. 1 T'ff'E:. V: · 1 HOcJR 3/ II ]I 0 11 'IG> • . l R· I"[ e:iATT Ro:F INSVLA770N 11 1 "11 -----+ ' F,l>,NTED l=XT-PL.ASTER, ,, j _-'f';_,_._,_i_!l -_-•·c,'.<-!111._v_,ij r-~f:":r:: 1<6:::>F ~P-11 .. e. I I il • --------• --~ --13.E=YoND 1 ! f-----,=c+,-C,-C--C-C-----------\----~---c--'1-------'--·---~---l F ---~--~,,, --. / --~ -- ----------- ---CoNc:R:.ETE= ROOF TILE:$ TS -t-ia,1,o11 -E!AVE .COklC SLA6 AND i='OOTINe ,," 61!!1::' '=>Tf".U.:.."T. L ' --\ L,-J -IQ, \, .--_ [><J-ll-11(:---f;:l<I -_-C::-OR:f.:IP::,R. -.c. 1 ---__ J -= --------J _______ _J ___ __j ----I -:1-(5'\ . '2(; •--"\ 1-. ~~ 11-~~-_-"_--_,_---_-__ ' ....... •'-I --• __ , ;W~~j~~ --i ~ ~ -i ~ "! · 1 -2 HOIJR RATED --·'. · --' ----_ -, ~ 1 ':>U'i:>F . .ACoU'$T-· FAINTED '$HT. ___ ! __ :gi ·w , ,: ='?! 0 .. ~ ci...e. "i:>Y,s:,TEM (E~Y'§;~:,~ · -~' ';?"~~1~ ce1L..1N6 SYSTet-1 • j =o' MiL' FL.A'SHIN<9 ' ; ~~ -------{ i ' I,).. -""';ii ~~~-fi;iT --l "'9!J:f'"'"t ~ ~'j!;: I -~ . l ~'f~1...,,[ .;;I .r-m·-1 -i . 7 -~ F -l 1'7~~e1 r i C i . ' "l ~FF .. +,0_1~,o,,,.'_1~--~~ ---= ,..,_,.,,~i 'r_c-:~~~~~=-=_::::_!::::_=_7:._==_=_=:__=_=_~~b=~====·=·=·=·=·=·=·==::::::=±======::;=::::::::c::;:::~•'-~R<Xf'~-~,-~~~-,'.6H~-~,~~-~-dn~~tl'1 __ ~ __ gr~•--~-i'~:l~'c::.j·i-2~-(';;J:-';,,;;:,:::======1t~==:E~=='=dh::a_-_~j:;:;:!~p::~:::,::-=1J:::: __ =_;l:J:,:_~--~i:e=:i:z::::=::::::::=::1J=~i~=======c:=:,:::·=•:::-·2:--~l::=:=:::::::i:::6===:::::c:-iS:-==-==th:::::,:::z:;o::=ttdt:::ii=s:f·:•,:t';."-'-';""i.r.U),J-.....r,---r·..,.--•----·--- ~....,~ --,=u.._ vec: TAeLS ~-~------l __ J AL»t-1 . W INO?'N F'Rt>Me i (;:>~I~ i I - IN I -+<c,e, 111:=M * 78 - 5 'i(/t': / •---. ---- ' / u /1/ .----. ilfs-"""'~""ii~~~$5\~~~~--'l!--.--s:,:-"li·-"'-"'-/E--"1-~~~ '~r~:_~ _ _ .Jl._ll_:U::JL] c. r· ,_, ' 'l ' ------' ' ·1:c:tt~;.rtLt1,l-~;tF~·~,~--~•~-:~~-~~--"-~---~-~ .. ·-~--;-,t· __ ·--,·--·-·-·-;,.·-~-----~--~-~----~-~--~----~--=--"'M __ J ----~~ J~_-__ 9_,· al~ _,.,:. J \.- :.:i' ' ------• _Q, rSJ ~e's$ ; [>.\,"' CONSULTANT APPROVED APPROVED APPROVED BY DRAWN ..J.RD ,CfECKED REMARKS DATE .,Jl»JE Plflf> SCAl£ ~,OTEP JOB t-.:). b7 • 1,,., 7 I 0 0 ! ' ! 1:3 I -· -~- , //_,,/ 0 I ' . ,~::~J~~:21:lt;c,}~,:f: :;":,, l 1 (,;;:, ' I-_, ·- ~-~•-+~~~"'''•C~to±t:.;~•'71;:f') ~'~~e:: -'l~~. / r ~ . . -~-~--r fT~~----::r·1 ... ::-· . ",!. 0 0 t····, - ;,L-.....,_..~~-o../--'-~.( I "_,::r 1t+ft'.·: ' -=FF(~ ... ·--~--:·,ccl~;·L~,t~~=*~+ · •·1-· i .. 11~~~J Iii!!'=-=!!= _[I -~ -•••-,. • <-7°:S. .. ,.:Ca_, ' ·I ,, i . • I~ i. ! -~-~,-~,: . .. , ___ --.-,,-~- ----------IN'c!.Jl..ATEP UNIT 'q<..YLl6HT 'oo::E -"\\ t-------- ' ~~ . ::-::":::\ I I .._ trtifij~-hdJ~1:~-L~~. "1 • • 1~'=,--=i-f.,.~~; -i= 0 j A:>.Jt-{l'f!.D -rue..,~ e'.;,eAwf ... ~i--1--··· ~-. I""-~ 1 ' •, @:~ 0 I 1\#,f{~?! Ir·····~• l~j ..cc..,. .. :-.,;:-.. -.~--. --•·· 0) .5 ® F ' / -~--~-~:~~-~ ~-~-•-~- r·· 1 @_j, .. ,, -~ , 0 / 4 ® . J(\ . " ; :• ,. :.:, . ·~ . I tz~,;,-~-~·.C:;,o,31:,~ .. -,:....,,'l...,;.;-,:';,-._;-_..c....c::. 00 ~ - .. C.ONC-Fl-~ f'.OOf' •n~ ,,11 II II ''8 •. 0 I f i"lTL- --·~,~; ·-···-··--f";!,J~ e.><T~ll7fZ. . . . -·'\. f'LA~ I t -. ~ COI-OfS- ~oi -s:i, I 2 ' . . ~ MW'1\~}l.~~~"'t,~~~~:$;~?i7r~ ~--~ KEY.PLAN CONSULTANT AP!'ROVED APPROVED AFPROVED ATE BY, . REMARKS . . (Exterior Elevations·• -, --"-·-. •· --a·•-·. . ~~---~ -' ·. ,-, .. -.,- DRAWN --..J. FD CI-ECKED. DATE -.JUNE \9eJP., SCALE Nr.:>T ED 1---·---· ......... .. b7· i(p7 JOB NO. r'AINTea 4 ... •·_, •~-•:·• . ., A 0 ~ 0 0 ! ' '. T" -----L-. ""'.";·.~77--~:..y;,:-,i::'--',_;,~~,:,""f~~ P'::f;4t,;~/.aC;,:, ·' k'Ui/· ! I I ' . :S~--1 ~-"<;l"j;j~:~.,;,c~~~e·,f';?,e· .f.zt-:~r;,,...,:;o-;.S,"'Ci·•C,O,,-.~c;,:C"-';;,;A'½'l-::.:~---~-~;-~~~,, ~~,,s;i,;;1'.ZiJ!,;ilq!1f1i;;'s'/t!!':,';"//ti~7ltoJ;I . ;f /,i,.u.,eHi" C::.01-0fl!= ~ : ,t.•f'' ·>'-½:<...._ -'-',Gc=;~~~-;c:;-?,.": ---~,~,·-:1:~;s ---=·. ~ '.- .. ~ \Qourtyard: South · e1ei;ation: ~ • __ ,~~ , ' -~ , i ,. • Jc..0 , ;,.,. 1< ~', ~ j 7 ... 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' "" • -' · rur~ ,.~ . -:• .. ::.~: -··:·~ , A.,_ .,. ·co', 1 :=':': :-;• .:•.:::·> ~. ·. . ;.,":,.._...(.::::::~:•-..-X<::-.~.:::. • • • • 1 u-□ D -, --· E9 -- KEY PLAN CONSU.TANT ' . APPROVED APPROVED APPROVED KJdl.fi:i>! Cl)?;ZO · . NO DATE SY REMARKS ,. ;Interior Elevations, DRAWN Ee-".:, CI-ECKED A@lO DATE ~UN:: 1'166 SCALE M::J t-VTT:i> ,., ____ JOBN0.81· 1,,7 . ,- I I ! \,'j / I~ ~--- ~\ v® \ / I ~ / I ) \ '\ I/ __ , -- "-'-------~ f'LANT'E'R to::>;,<; 'SEfS.8 G t-- 22$ I ~-" ·.// ~-,,.~\. lj ' -- \~ '! ' ~ (.- ' ' \ I I lZ)< I <.l .,JI\W,. , \ \ 'oOi.JTH "ol:=E i<-ITCHEH PR,>.WINeE, f'OR. C<OMf"t.-=TE E:L E;::VATIOl'l e, 7 =~~-$-t ~ □ \ □ I~ □ -.1--__ ---,-_-_--:::r;-="" __ ,--+· --~Y,,,_i c::-~-=--,,-__ -_-_-""+l!.lt_+---------4~-.....i:.m1-----------~""'--il!!I ________ _ . ------· . ' ' ,. - I WI -,'1ifT .. __ ,o,._ •-1 iJi>Jniog 120\ □ □ / ,/ / / I/ I I I ... ,,..i..,.-1 I 'I ''® k@ ~@ I'\ 3 . ' ' ' '\ /OD 1, ~□ ' /, , ' D I / I/ 11' @ @ I'\ I'\ ' ' . ' ~-- I I '·@ . " . ' ' ' •- ' --- / , , @ ~ ---- / '\ -- I @ ·, ' ---,_ ";l -, . □ , I ,I :;@ :;@ I\ ' ·, ~ ' - -'f~nrtor · 124; l • ' I 5QUTH I ', \ \ -~ -------------------~ □□ , c=~=-l=;;;...:...;,._:.::.::.::J w ~ "\~ ---, ----------Fe,I v/ db'' i I AS BUILT CITY OF CARLSBAD MUNIClPAL PROJECTS I I 2 - 2 - .i -------------------l---'--~-------------l..-'---------_.;.,._..;;rRe..:·: ;:_· ~p,;...ep:;_,_ti..:.o.:...n...;. 1L:;2:., 7:.....: ___ ;_, _____________ J.._, ________________ J.._, __________ J:Y4-:.":.:::o:..l'-.:o_ 11 ..1!5!:l.J ;'.':,____J ~:=:~,;:~ - ----, ---, --------·--~ '?-~ :=:;__---:\ ----' -~ ---.. - -f .. • ... ':-:'"'" .... ' • -• j . ~---~ .. · '''lfJ'if•: . 'l , I /ti] ·:, '-~'' ,¥ ; .. -f' •~-, ,. ·i ~ ,-l -ill-':'.' -~,, . 1 -(-'•"' ,' ' ,.,---i:-j -··_ .. t;i r:; : .. 11 I , . .,, · a··· . -,· i -• ' < ", : .: ' \ I~ "' ,, ·,, ... . ;, ~,,..•-r1-:· ..... ~ ~,: "•~d' ~-·.,, .. V" . -, .u• • j ' ' ll ·;· ..:.<: .. ~v~~-: ·:. :. fZ>":4:~ ,., ,, .. _, ..... --~-' "'ti:;,·;,.''::. {LI ~ .,, . 1: ' .. : ' ......... ~ ~ -~:".',• ·~· ,, . :.t~:~1 -~~ ~~·.::.:;'. :q ,, .. ' ' / -' :::w.,• ~-.•· ... ·.7•: ..... (!!J::f. :: . ·. ~. -';· .-::.::.=.: ·=· • ; J ~ ,,::' ·'.·, :, :'.'. '9•'• ••• ,:; ~ • ,, • :::._":::-. ., } , r ........ : .. • ; '-. .. . ._, . .. .. . :.·.._. ~..: ?. ~. ;.: ,-:.·= .. : :"'' ' ~,; ~.l)f ;(:::·~,;:, .i:' ,. '• •• :,;,('• •• ' 7 ' ' • ·-,,, ... , .. ~ .,, . , .. : ~~ 1·.. •;,•::.-:':~ :' . -4. . ,,~ ~;;.r~ / ,.; ·-·· '•' •., • ~ +N-."', ", ~ !8 a -. .. . •r , ... .•:,.., .. . '... ' ... ' .;,.-· ...... .,. ... -·~··. ' .. ;:. ,,i,' ,;,,-... ,·,.,.:. ·~ :· ... -:~-.. /. f ... , .. ' ,:, ' ' '.if ,, ",>; ,. I l&:i';:;;>' <. , :,, )., • : · .... . ' . . .,, " --~ ix,·:,;Sif:,;·.:. :\'.' · .-:,. •' .. ~ .. ·,.; ........ ii+:... • + ~ .':,::' 6:, ·,: ;>,.,' ~\' •'' '" ,,, ..__. .. . " . . ~·=--= .. ;.~:· ' 1 -.... 1 ~. ',z, .. ;,~::• '" ~-,-'-3 ...... ,, •• 7,•, .. ~ ...... .•,:::'❖• ~ ( IJ • ~ '&?' . ,.,,.,, ,• .... . . ... ' .. ' r.❖-=---~.-~-= : .. ,, .... ... -~J:,: /2'.' ~::~\ {~~( '-. . A' • , ... -_,,,,...,, .;.,❖' .,: • ,~ •" ' )· . ~:1 . .. ·~-. <;: ~..,_: ' '.,._,·-;.,:.,-' "='~-::-.:£,.. -. -. - • • • • l □ I . Lr ,.D ' J --• EB -KEY P,LAN ", CONSlLTANT Al'Rl()\IED APPROVED Af"RQ\IED /01!~~?' C'7~Zo / NO DATE BY REMARKS , I ' '.Interior Elevations DRAWN e.e>o CI-ECKED A·l9 DATE .J~NE f!01:, -- SCALE½ NC'T'W JOB NO 071 I /,7 I I I I I -' /~ . ~--' <@>----~ • ' --,.-------<S>----------~ / ' -\ '---. / \ - ' t '-\J ------<8> ~ ~ ' _/ -__ .-~ ' ~ -~ V@ ~"-I ----,--' -.- .:' . :._~\ ' ' --, f---• \ . -------., ---------------. ---·-·----- \ / ' -----~-/ • ' , . ........_ _____ . -<&>---· -----<©> ------- NOl<-"fH eA.e.,T' :::OU11-l Ne'oi 1',0fi"-:H J;A6f' -.::·L:'Cornerenoo _;~ 2s :4'., 1~011 I -Director ·1s1: I/" I' s:71' 2 4 --, -- . --t. . . ' , - --<9>-~~ <EI>---------"' <8> -- /---~-------~ -/------------~ -, --/ -' --, ' I ' j \ ' \; ' • I -I ' J. ... -- / @ @ ~ v------<€r-~ ----------<®>----. ~ ---%----_.,. -------~ ---. -~ ----" . --, --~ -\~_,/ r-----------' , . I---~---·-----"·--------·-··---· -· -- ; ' e,ovrH we~ ',OJl!'f;-t ver i:)OVTH i---iJ:.e,, NO~Tl--!Wr:::;r' 110Jrector '13·1:;tcont> ·j Y-4' .,_ i-D11 2 · , . ·jotfice ·102-1 ' V+'c: l'-o~ 3 ' -, --. ' ' ' ' ' -- -•. . I ---0 --<€>-·-----<0>-----------<9> ---<9>------~ ---. -----~ ,,,.✓-----~ -----,,../' ........ ".. ' ' / --./-' ' --_/ ,, -<j \j "' / / /I ✓-Ji, ? ~ --I~ 0 ® @ @"---- --<€)> / ~--~ ---·---~ --<&> / - -------------, ; ' -j ,_/ 1, __ --; ' ' ' / -\(I -. • • )f __ --, . --, ,, - • • □ • NORn-1 NO f<:T" H eA '!>T eA""::l'f" WUTH N e:,--r HOf!:T~ f:;A.fil ~OUTHeA.~T -~' . ... -' EB KEY PLAN --. 4 ' 5 ·9tu_ce_: .1aa. ' ' iOff' ---·134. './4\-1'"' 11_0 11 '/41'=i'-o'' ' ___ .tee 1 -. ' -' CONSULTANT - ----<2>----------<e>----~ ~---<@>---------'. -------· -----,_ -'----.. ' / I \ \ I . ' ~ "" .J, / 4 / I \ © ' ,· ' I Q~ I/( ,,_ ~~\ ~ ' I APPROVED J ---// ---._. ~ , , \ I "' ~-,, -------~---, ' ' -A ----~-------~ --. --L{> ---/ -~ --------------~! ---------- ~ - APPROVED .:::OViH W~Jf NDK"".'"'-l E::.A-crr !:b ,~'Vi'"i--i NeoT' ,Office 134 (cont) 1 1/+'"' l'-o' 5 ,ct.erical 135' 4-"-::::-1'-o'' 6 •• ,I Al'PROVl.:D ' --<E'l"---------<€>--~v,~'\ ----~ _.,.,,,,,.--------------r~' ~ , ' '\ /, , ~'?,~$ "' ' ' -"' 1" □ □ □ ,.. □ ~ 0-r c -r;>l'-oir' " '\ / □ / "' I ~c~~ ~ is ~ ~ @] @' ~ ~ / ~ 4 ~ D ✓@ -· -~ □ o/ ~----/ □----I'-/ □ 7 □ □ □ /-~ □ ' ~ / / ~ /' ~ \ I'-,/ ~ , t,I , --v· , -------------- (()#tl~1-· C!Jt'lO (; NO DATE BY REMARKS Interior Elevations \ ' ' I ~ e.w,c -SHALL. o;;,NFoRHN I 1b ,rn..E -:24 "ioecTIO '2· cllc-AND ',::,·IS07 \ DRAWN ED!) Hoie.-rH ~T ' 'oOUT1-i ' ' ' ', -7 ' 'Hali~tse---· ' y4'I,. !'-0 I! - ' I I •. ., ~-,.,, ~, , ' -I I I Ct-ECKED A020 DA TE .JUNE i"TSb SCALE i-•;:., N7'I::.D JOB NO 87 · I l,7 / • I ,..,_ ! ' ' ,_______,: \ J I , ;Jan1r6r~ ,~ ·a\ tcont.> :; ' ' -. ., J, L 1 [ifil l 1 ' 9e,11 L 1 -' . I ' \ / . ', / @i; / ® I' I I\ ' / . \ ·-' - 2 I - ' ' ' ' ' i -- '· ' ' @ @ -a + • : :·,:t?;Hall 136 (cont.)! .,, f t I I I "' 0 -t- ' I I I ' O[""e:N TC WORK 114 ® I I ' I - 'Art.'142 •, r • ' "" .@): 7 / I ' - □ ' -----~-- □ CF5'l -in Ri;:AD\N€, 1-41 • I I ' I ' -I., - ~ □ @ □ □ --- -~---<0------~ ----~ I -• . ,-. • • -·• -I :Jamtor.-1_38, i _, ·• -<13✓'-------------------- ====c ---.,, .----------✓., .-----------i OFENTO LO~ 140 ,... ,/ --/ , ~-----<8>-------, --~ -----------~ [!)] ,J -1 -- I t--- I I I □ v~----- _L_ ' ' • -- f l 1 l 1 I I;, r.====n --, \ I ~ I - __________ i.;_,.---------<9>------:=)- j I - f,JU,ssf>J) ctri O'il ~ ?RoreC1S " " ,-- Of'Et-J 1Z) AR'f"l'l':z. - 2 3 - J " 5 --- :-.:.:~ ~ ~;.,_.c.;;·~·-, ·-;~ -~?~~;0 _::-.---=~--, . ~_,-:,_·_ -~~ -;xi~"-->3;;-·:..:::~ \ == --1...-":.F:. ~--.--;:;:;;~:r- ~-ii~f/:-~~~,a-f~\~ --:: =-: --. ~ ~~:;1"1i~~f\~~·--~1 .,. ·--·---• I 2{1I~: i==t~:~~~-~ :·i -C.~~-__ -_._---:~-.:.: i ~~>~~ =-;::.~ --~=-~:-:;,-~ ---: .e:_:-j • • EB CONSLLTANT APPROVED APPROVED APPROVED KEY PLAN cOAJtf:b111. C(JJPc -;efJ 0 ,,,, ?- NO DATE · BY REMARKS Interior Elevations DRAWN f'-t'-'C, CI-ECKED A~2l DA TE ,Ji_t4E: l"\e,e, SCALE . • ,,_; .• ~k7'fl';P JOB NO. B7-I :v7 ' 'I I i il!)anee· -145 (cont.)" I . , , , . . .• ,r--- I -----·--··----, I I I ' \ ' \ / I I I I I I ' II \ WI ' I j ' ! ' I ' I t--· ----·· ----------- I I I I I I I I ! \ ·----1 / I I/ I I I I . ' I ----I -,-._iJ I\ \ / ,/ ,-- 1 I I I I 's'-~~---~ // -t~f ~err / ~ ' I==:::===-=·-~-=-.=···=·=.;;;;..;..·····;;.=·=··--=····· ~·/==1·-~--1:=:!,.~==L--1!1 ' 1 • N01"-1H . .... , _, ---, ~ u -t ,~ ;-., •• , - ,). / " > .,__ -'·-':' ~~~ --, ... , --' . ~ i ~ " ,z : I I I I I ,---·--,--+-+-'o>OfA6C Hi.JTl.'.+-l --/ / BA·.>[ LA-' DEF.~f' / I/ • HINGED LAl-1 / I/ F'L,ASTIC -· --le-I-✓ I\ F,6.CED o::oR_ \ 1 l l r· I I I I I @ ,, ' i ., ' ' ' I I , '< ''<t,,, .. ,.... __ ~ L ••• ,\c <?,;,•J; ~ ,.,_,'"' ) • ., . ·' , .. .' l" '-n,. , ' .• ,-..., . .'.~...,~ }, l-;, ... _;;,.( ,I \ r 'L . } I 2 i ' ' ,. ' ' ' - - i ' I . I ' I I I ---------------------------------;,--------:-\ ------------------~----..._ ____________________ ..._ ____________________ ..J.. _______________ ...., ______ .,..1 ,, . ' "i." -~ -7_._-_-~ ~-7~_:-:--~-~ ::::-:::::;~. ----_L"~: .~--~"'-·c:: •;-:_ ~-,:._-.,..;:: __ ~~< ~-~ -- -:::,_,:::.;::~~ 'j:" __ .::_ ---=-c;""."'"=-~- -2:~-----~~ ~~---~--": -~:~-~~~~ • • EB -~---~--=---~-~--• .. _· ·-~ CONSU..TANT Al'f'ROVED Al'f'ROVED Al'f'ROVED ,. NOiDATE BY REMARKS • .. ' Interior Elevations· DRAWN ei::>o CI-ECKED DATE JUNe: nee SCALE A:o ~E'::D JOB NO 61-Ui>7 ' • I ,. ' . '· ' ' ' · I . ) ; ' . ' ! ~ • "' ,¼M I 1-J(;> - ~E. :iifZJ.X,'fU~ I 11:/::)0 Ff, ~OF'i--:.i11~1N6~ f'i'.AMINtl-~ ~t"PI--~ 1"1-Yl,JOl:'C' ---,_ ,_ \ '----") -"'~" f'i,..Yl,JO,:,O -e>vll.,T~Vf' ~IN ,-41 C,.,l,./"!'I ~I f' r:. I ,-COHO!ei'e •'!::f' 11L.e. ,--~1 11 •Z.'' SW.-~ <;mJ:Jf" ,,evl'fe.lt ~ J ; ~ ~II 0,,::,, ... .. <'' .,{ \, .... ~ ' ' \ ', ' ,, ' ' ' , I 7 f--, . ~ -·-. -' . • . 1 Roof Drain & Overflow 1 13 . ' =i:0 ----- ! l+o• i I . \ -_.,.. __ , I ' ' "='",t-~"--} -fil-fij\, - ' i ' J c;; ~a." '/+ TOee 'vTL <;:ATE A-:,'i:,,T'S, AND , (I) 19'-,R oF e' o"x 7 1-o' TuBa "bTL E,ATB2,· f;:>.iNTEP · "61::E ~ 0>-NE €ol-T"5 TO \=--! ALw:J~ "rbLD OPEN ,>ND F.i<>-DL.Oci"-WI 1--1,>, j::::.l:::)vBc..E ,uoe .----•_,;Ji -i11 JL__ --~71·'?1~--- 'i:ITL CoLVHf..i 1'YF I $ee ~n"f'WCT WI '2.>< WOOD Fr<.M--1E lo'-\'oE AND E>'-'fl'ii: f'!.A'o i 1-R.. --.-Ji·' .. ·~ ' _. ~ ~~____.,_---~ ~---k ...__~_,_,_ ___ ~ ~~ -- :. lj E:XTE!lt IO II:. ~Ja JZ. . ,i t ove,. 1-A"il-i !, f'AF't:P--- 1 co f.lCR"'7"E p!-1 t?c:>i:: 111--~-- I I I ' 0'Ffidge: ' . ,, f'AINTl=D '5H~e'T NETA!.. 4 >' c.,' 'o,Wffe.,:..,. \ / I \ I \ / \' I I I /\ ' j / , ' 8 , I ~ i-1 E--t,-=-s-~--~-=-=~z:t~,~=~~~~~~--:~:!i1_----i;~~r<---1-,--~1.1 I' -' . ;Roof Scupper I I i 14 c;,":;" '"4 --- Tvee '5TL f't:''oT I I T'$ '2~:;,x2 l,z X - a, Iv, Mrr51~E• WEi-DSD <2>ATI:= f'RAl,,E . I --, -- I I . ', . . - -,, ' ---·--. I JI j ~ I I 'I 1' I ' ''I' rr·r , 11 ' ' ' 'I ' : ! I l ' , ' ---,"- lk - 1-:I ~ ' L- - ' ---'T'S 4,.4~ :~ WEI..DEci?1 HITSRED rf'IAME: !l l:[L Ui'·ft c, Jl: 'LL 1 illt ·:"'i --------r l Tr' -. I ' I i ' I ,, lj 'ii I ' I: :: !! ' ! l i : . ' __ __. ._.....,._ . . .. .l.Y';, ' ' <?:>-tA!'eD wet::>P flLL-1::~ -~------...... ~--::-I -, --, I > --~ --> -----~ - =~1 ---~-- I \ ' J I '. " ,; \ i _, . I -e,o,-J:::;~ ·~· --n 1.,e i' x 'e,1 I'-, l:,u.-e.rz. CON~RETe ~ "T1L-E.. --' I , 3 I . -. . ,-.-------~-,...I---,,~,(, I z.U O.G,. NAll,,.!N6 ' -,-' . I . J~(---M ec.;.; . :JNl'f ,e,si,: 'i,-le, ul-! .Pl'<Al<J,N6<~ ,_ ·I . . I r----r""'1~--·, J '1 e~ T". , .. L -C 'WP. I ;Yt:' <i' ~ 4 II LcA,G, e,:,,-,-- R.elh1-"' CONC _./ e.:-=K WALL W/ Ex17=RK:JR. ' FLA <oTE:f~ • PN t. ~ 12.. ~i-<Af".6D J ·,. '· ·. ,-r,::, 1--~ve-i.-, L-"1-"Aie ,'"f'Q \.JNE!-!.IP >J/ , ....I O I <>-r" ~ I!> 6. C.. ,:> W --'--1-6. 1. ,:;,.,I' ~oc,e;:,z; ;. "':'-1.. -l'91NT":!> i ~-'1:_ ~Tv,..PHICS . ~---r .. ---' - "\<o' ' I 4-o' t I TW 1 ='9i ',,---t-E/Oii 1'! " , -ew11.,, UF' • .· ,l'!.OOF'IN6 cN f",cOF' ~e<-K. ' - ,-- ',e,l)IL"f l)f' ~~FIH/;, / re.a:, I" ~H e&fH l ~ .,-/ I \ ' ' ,, I \ / ' . , -./ . ,. - ,: / ,--/ , _;;:;.:>·'1::>i-Jeer Mn. -v~ ~H ,- lk'-.,_,:.' P'1Pe. ""I(. -VENT' TI-11".U. ~.:>OP. /~~i.ANT' .· ?--. &Ai.VIN1,z.e.O Ma T'A!.-,C,"'1.JNTel' · F"L.-A ';>/-iiN& . \{---,:ltA i,: YIN T Z El D ·Ml>T"Ac-PlPf!- . !'.C,:,I" JA.CK ':>!'Z.tj; · 'POI'. ROCF l '<P1~t1!N, . t ] .. l : 8oof Penetration. (typ.) -! • ' ' I ' I 'i II e Tri"'-REl.-iF. CONG 1::,1,,.K WALL i::iYf't)i.JM ~D +.___ ---~----J . -' rpeal< l , . . ~,$,plash Block v~' > e,.,+11 C'-IAH Fe!.:_ 7YP. AT A~l-E:'OGES AND CORNE:r'<'.S, RE::NF. I =NC"<='.'TE 1 Fl.Ai'<T~ "i:>EA T W/ -ue,~r "eANceiLA'"'T F1N1'SH ! = I 0! /- I ,.,1 ,, "' ~ ,__,_..,-,.,...,"_ DO v,J i'-1 "=> ~ VI" --'l 5 · Sheet Metal Splash Pan 1 1Yi.1"' 1'-01 6 • " Ii _, 0, ' -\·----=c-i I :;:: 0 7._ ' , --"' -<I'' -\I I I _,,___,l'r,,.~~"< , I • ' ' . + e,,1-R, 1'0F ~ : e<JTTOM I ---*4 ~ 2 1·011 0 C VE:RT ' ' -------------1"- REINFORCED "c<:)LID GROJT&C:, CoNC lal.Oc K NA<ooNRY WALL Blac;'k Walls ---~~,Ii #r' I / I ' ', . ' "1 ',' ' ( -, 'I MOUN'!'INc Hel<:;HT ' l I ' ; . Q ' ' . ' I -t 0 I i . LJ 8 ,, ' r i ' . ' .. • CONSULT ANT APffiOVED APPROVED S BUILT CITY OF CARLSBAD ICIPAL PROJECTS KEY PLAN NO DATE BY REMARKS tRoo(Detaiis. DRAWN e,e '2,, \ CI-ECKED DA1E JlJNe 1'1tle> SCALE N01'ED k23 _ __. JOB NO. 87-I i;.7 . , • I 6'Yl'""c~M e>aAAP --, ex:re.~1011!. f'!,A'?.,j'e_p:_.--,,,sill ii / 'cl I I ;Head (Janil sim.) fl..'(l,Ja:,D ----· -------- Fi--.A'oif:,IC. ~ : i I' I I I I ' " ' I 1.AT!-1 f f.!l,,f'E:fl----~--I, =:iHA.f'EP N90r;, 1-Jb.l~ --~ __ bv--;:::;--,;= .. = .. =,'j_, _,1 ~-'I. \ • 7 ' -j_ I,& I I z.!1: -1 : 71~ I -]eil-2.1 (! 2 HOll~ WALl.. ~ad (Jamb sim.) H. t-1, F'!e:'AMe. -' c,a:,,E:..--=ee. ~~Dl)~e __ ,, ,'• ., -,•, -----~- ' ' . ' I ' ' ' ' ' ' ' I ;1Jamb-tlec. Sliding Door ' }3 Thresl1old-Elec: $lidi,1g Door ooofZ. -'oee -.,cH~i..c. --- MM I N l 1,1 M 1Hiei!~HOI.-D -. I \ \ ' ' # ll., 0112.~.,-owto o::,,-!N CAfc.F"e.T CO/...l~TE: hJ.l>.l.-K. - '=>1..-0Pe.P TO DAAIN, i ' J i I I '' ' I, ;\ ' ' I I I I I I I i i I I I I I 8 14 \\ I \ ' \ f/<.AMINt::i -'c>e.e,. tm:;l,)CT1)~ I>< N.b.lU=~ Head (Jamb slm) P00/2--<:ol':::l:!- ':=c.l·H:VJi..l?, -- " " I 11 'fl j\ ~I 0¢. f'µlf1:IT'e;r,e. -,, Jamb , SiU-Elec. Sliding Door -' ' I! " '' i I ' I ' ' i \-1 I -~•' ---'\. --le ' : --":..~' ' ' In- ' -------' ' \ \ • ' ' I I I ,1, I I! ,. ' 11 \ IIN~01!-I -* * \ ' \ ' . • i ,I• I 'I ' ) \ '2 LAYER$ 6YF e.D.~ 2. ,H O'JR. WA I ;z!I i I 01;4"II ; ::z.I1 : ------~ -I Head (J~nb sim.}, ' 71/21.11 ' --• ---I --__ , __ -( , 1d1'2.11 e ;-:2.1-1oueo:. WALL I l : ------~-- 1 E:.><n'-FZIO~ I jl j ___ 1------1-, ~~=~~ I -·· -. !) ---------- I < ""...._• \- ---r \I..----0~N(;:l i 4-11 -' .---------AUJ M. / -fl<)),lv'le- i=""lil,lt,,,-,,...,,,, L -/ F'~ 1 N ~- '[!!ll!j" --, -'$ I <oee ~ Jamb F~1Ne,-"!;,eEt.. ':!,~f!,::.J.. ------ 1 >< NA.1~------ ... 'Jamp -. \ C.0/...1 ~r.z.e::re, NAU'--, ~ -ro D~N . I / i • / \ ! I I ' ,I / I ,·., __ c; .:· .• ··-@YP.tt)!.(D I; i I I 'b1"' I ~0 11 \ \ \ \ \ I \ -of4!' "' er~,1 01.A'o't> ':;rrOf' -I : ' i ..FJ lrl"------r I I I I -. i i I I i,1------H ' f------ ,211 f~ ~~-- 0~ Ii '4- ------PEoM Ol.,J ~LE:. _____ _ f'A/i?i1i10i'-j--- AI..UMINIIJM ~E::------ t:a ~I NC) --------.__/L!===l!!,l!==!ll I ---->- ,.:,.,_,,J:1 IN I UM F"f'1.AME:;.-- LXt:,,e. er-of' -- ---... A::'O~-.:;:,e:E', ---· 'o:'.:.1-iev\Ji-f!. --·:-- ------ ~'=1'-011 .j ,, !#.br-.---~:i / / I 5 II 17 I I L', D~Oi.JNT,1>,e;>i..e-/ - ~TITION -· - ~()t--1 ~ / ~.ad (Jamb ·sim.) '... . ~ .: ' 1 ; 11 '' Jamb COµ~ ":I. :,e,.._...._ ', ' '., • ' 0 -. -... -. -. . .. ~11 =1 1-011 ~¼ Ii i' z.11 I 11 : 7~ 1 1 • C, Threshold-interior(typ.) ~'· 1'-0 " ~1.0~ f'~eft-·- ,.,,_ ~iX't:' 'c>E".6. l 0. ""l1 -W: H ~ 'b I D l:':'S -----• --· . -.1 il ' ,, 6 --.. \ -----""-~\_:,:,,__ -\ ,i-+---+--+'-...,...~ ' ., ' • • CONSU.TANT APPROVED 'l<EY PLAN ' NO DATE BY REMARKS 'Door ·and Window 'Details ORA WN I:: !;:;;'b CI--ECKED DA lE ,.JV~S 1"18~ SCALE A'=> :-.:"'1"1,'.D JOB NO /37· \(.o1 Window , Window ,, . J · 1· .. I :~ . , ' ' Head/Sill ' ' . ' ---........ z ;.: --~:,,..~'r-_____ ,__ ____ -_, r ,/l I ~fZ. ~ft. ::i_li 11 II ;;.;," 0 7 .. "' ! Head/Sill 2 Jamb / i-.-==-----__ -~:_-.,. Wiodow 8 Wingow Sill -~,_;_;·,t, ,,. ' :~~ >: ... ,., ,:•,' • r ,, • " ;I jl' : • \ •, . I I 't. ' ' 11 I 011 :'.J. I 3 ' : 9 . Window ,Head ~,, 11 0 11 ::, =--4 ' ' ,· ,, 1·1 1,, . t----------, ----~ }J - i 11 1, ' -· .. - ' ---'~e;I _ ... T t I ' i I I . r: 1 ·: ---'?,51 G'!1"" i30A"<D I !: j I ' Z" WCOD FNA!v11"1E;, <5E:e 'i$Tr-(UCT ---FL..YWroD '5<-tEA~IN6 -Head/Jamb ,!tll _ , I 0 11 .., -I -I , l , ,' i ,{th-.~~ ,-,,• >k• • 1 , I •' ,. ' , Window 'I : :window ! I I ' ' ' ' ' : J, II ' '2 j ' Jamb ,,... Sill ': HO~R.. RATED ~LL ,"'e.R_ UE:C -rABLE 4cB ITE~-1 #, 71 :2'" ,: 4• wood sruds ;i:4• oo «.nl~r with ~ii" Trp:: "X" 1ypsum W&llboatd'i l.P:(l:lr«I 11-enLCill:y-cir b-:in:wnt.1l~ ruultd Wllh {Id cool-er or parkerli fl.!l~~ 'J" oo cc:nl~r w1{ti.-c:ni$]0ilrt5 oo na-i.l1n11 mcmlms hl!Jef JOlll~ oo ucb side To l)~IDE"<:'51DE Cl!-"' R<.:x,F C2ol"'eATc1 :NG 5 · F',A,JITTED Hd...LOW ME:,.T AL. FR.AME VII/ GLAZ: 1 NG <i;TCf----S. AND Vt" 6LAZIN€> _ CONT SEAI....ANT --E.XTeRIOR. FL.A'oTER. OYER wc;co FRAMING --··---'"JbP '<=>ET eASE= OVER. FIN FLR ,ANO CONG 'oL,Ae:, ~I ,I 11 v"i·O 1 ! ! 11 "I I --. ---' j . -)I ------------1 \ Window I!' I Sill -.. <. ---- ', -----. --. It' ---- . -I : ' i: f';b.1NTED HOLL.,0,/,/ METAL F~'E WI (SL.A ?..I NE, "STO ~ ,,:,,i,;p 6'...AZING FER <Si:.;HE:0ULe Window Head/Jani> Sas.a layer%" type X:gypst1m watlboard a:pplled.e.t rightangre.s , /; to wood joists 24" oc. with 1¼" type, S drywa11 SC1$WS. 24• o c /-.- !Face layer%" type Xg~ps:um wallboarctorveneer basa applied ~ at rtghtangtes to joists through base layerw1th 11,a" type S d;yw.all , /-- screws 12" oc. atjo1!'!ts-and m1ermed1ete 10,sts.. Face layar ~lnt.s £-- offset24-" from ba:se1ayer joints, 1¼" typeG dr,-wall screws pklc-_ 4_,,. \ ed 2.N back on eithG-r stde of fac-a layer -e-nd Jolnts, 12.n o c. ~k" /: -.-, ptywoodwtih eld!;'rfor glue applr~ at ri.9ht?ngles )9 top of joists // 1 ', ,.,. wl1_!18dna1!s -'-r--r , , , ',-/ fi~J '2. HOUR RATED WALL Pe:"'-. l ) l lJBC TABLE "'4-3 E?, ITEt-1 '¥' &:, . . . , ;2•;-6"fl11' reJ..lro1mH1u1t-d woo.'l 1ru1h l6'o:m«~1-edn,m1~r iocel,n C\\ol' l&y~.ri,o.f {'{) ~Type ~x~ l)p::,bm 111alliKl;W:l1 w,11) ~ ~jl),crpl~ ~t•~~.dh :1.11,J-i.1~ '-J,11, lid bot rnuk l 2" rntceiW,r fhe f;,c,e: ~~-e. u; jlld-001 l11J11:l<1~,.n~ :md ~11,,d,e,,! ,,,.,ch ~ :Bdbo~iwC~~•o~«.rm:ruJoll'ft~Md 12•on,cc:q1e1elre-i..hi:-ro Th~elllc,rk,tf~ has a "t bas.e l.tyeiol ','l'"T}-pe ,,X~ &,jW.)Jn """llt!oard .pl;,,,;cd: 1 wi-c.ally w,•h &I b<n; rialF1 ~ ~ oooe<1tff~(Jl'mi1 :.ll'ld n· on oerif«e1se"'hw1 An;sr,pm,~ l.u--1:dl~~ l"'IWTII mill ;appltcd, -roao.w4b~se}r fu.ITT.de~Lerwr 111ll!w,l}N""ihl•11•.12,g.r,111;@1-h~•™ mofln,11 o.,;ls o.hh 1 ""' ifia .. m~1er lse:11:1!.ia.n,;i ~ ti~ ull ~tt ~I~ <:ac.-,.:il~J Ellmw«mu11 pJtittt COJ'1>11Mg ofa 11z• ,b,fo""n.o:•m ll tlPrflawJi.,J "Thi: 'lmltch l «-11 is mu;~d 1111h,: proponi~n of L J-byWtrgM, ,i~ ''°'._.n:! Ml'l !O~nd, ~f hJldmedHme alld 3poumls.(]I ~~rove.d.rod1i1,~~"i°;ulm-,1uee.;p,er~..:~ dc~m,c~t 1 '[hllt,:r,;,w~<X'!li 1~11'11-.:,:,dl~lbe ~1,o,n-Dr I .fl;:, ,,.,~1JM,oem.er,>k>1W<lwi1J,,lhe :la/1\ll!-SmOUOts oc ei~~r.actd Jmie .a,f'l 4>j>IO•.e<l .idcl1ll¥~i (If a.!r,11,tut'll~ ~~d ID the7 ~-" --· j ! .. • ·--:· --= :::i:l -J""---:~ )! I ' 1 --- I ' - ::: =--- . ~-.::2':--;<·::;":_ .. ---• ---_ f" -S---<: -: __ ~ -~ --~"'!-i:'._':.:':-·:_..-~ • • Lr CONSU.TANT. ..-< APPROVt:U APPROVED • KEY PLAN NO DATE BY REMARKS Details DRAWN le': f":,. 'o Cf-ECKED DATE .Jv'NE 1968 SCALE tbT6"D JOB NO /f:;7. ii.7 J ---. -. 'Luminous Ceilir1g Detail ><_ --; Display Wair 'Detail f t I - I - ' - I ' ' 1 1:1..EVP,.,T'ION I ,, __ lT_Jj i ' i 2.11 tlYz!. ~- ' ' ~ II =~ -Y---1 l l, ,_ - 13 ---"Oi.,-ef' E=-NDeP A:::,Ct.,enc.. -'rfi-e ~le-INC:;>--~ -, ' ' I -Soffit/Ceiling Detail· .a; ........ "L --- -FI fiz:=, · F-.>'-17 "-Jt;1lJJ"?)t-if"-l"- ; CAe>i N e:r ' - I I / 2 -~ --' --.. -~ ---+. ' -,_;;J-_,-__ •• .,;_~·- I 'JO ' " ---s ... : Fire Extinguisher·, 111 , 1 1 0 11 I ""' • 8 l I i 1 i'~" Truss Detail Projection Screen ,------r:-----_,L_ . ---~--r I I i i I --' I e;,q-~ • .ue,-r F,I.N -:--l-> ' ,_ i va."'Te"' F':C~ I ,, , CIJI< I:!> f"( --\ - COl'Nm'\~!'L~.;::;.~~ ,_ ' ' ' } ,' '-' ' t ' I ~~ 'o~ I ' ' I ', ~ ,''. 'I \~ l ' I \ < ..... ii *-~~.d..~------'. , --. ..::...~r -_1 , , -::> _Ml",. --._ "'---__ . , ~e ~A~;~~"=--~~,,_· -'TYP= 'x 6Y-t" 13P. 'e,,.. "o!PE. OF '2><-<!-· -', V,CX.;,p Ff"itA!vl ING ------' I I f I ( ) "X1 ' Truss Detail - " j,.J,i,J.L l"'INISH----L 3 - I ' l ll 1/ -; ----F-~"'1,Nc> ~ ' I ' ' ! ' ~/4 " I ~/,;) 1701.Je,t.e ~t:,e. 7"E::D ~ 'o(..c,.,....,::, Roll-up Door Head ,J,.tll _ ,1 0 11 4 I~ -•1• -1 ---------__ (__ ., : Jamb I 5 ------ I,. -------- -' -, - - 1 16 ---i,------_________ __, r} <"y1u.. -I I in _, ~ f'~ <crl~t -- fi..'fWa::>D ---- C) 2~" -' ~IN6 ---(()_ ' Planter. Box '< -i ~..J~~= ~====:::; ,_ I) I -I '~J= L.:::::=====::. ' I I ' I j I I I I ' G'(f': e:o'>J<'.O 'I i I\ ~INl:J~ ,!! b ' Glass Block Head/ Jamb :,Glass Block Sill ' i ' ~ ----1-____ 4,,.4,, 1/"1' We...ve:D "o11--~ i ~ I !;;;i i,,• - ; 1 I , ·----''" l}Z:1 "1/t} 1'Jf!,f:. ~-' ~~1:,( ' I I I : : i i J : -;~~: u . !: . ' , ----lY:i.11 X ~ >< ¼?,' TU e>e. 'o1l-. ---'ole:," ct, "41 L-A.0 !=oi-T C' Al-l.-AROUND !,Guardrail ; ,, ••• ' ; .1 . ,....,i, {-' o.c. -· . ------~:-11:::(.:-"" ~ ';-;,_ .:'~";" -=-r:-: "¥ -~--- ~::;-_:-:: __ -. ~-~. ,.::'.;::;~ ~~ ~----:;: ,k-:.",;.;.:~-~~ ·---•y•·· ---·_:_,._:a .1' . .:."-~--::,.:::i::,---~"r!;;p-""~---;..,3-~;;_;•·-, ·a_:_;_;;:.__·· -• -- .-i,__....._.. -~ _--_ --· _,. _. -C -':-""'-~~~~~-~-~-:i·?.==:~-; -' . ' - EB CONSULTANT APPROVED VED • . ' -' KEY PL.AN NO DATE ~ BY REMARKS Details DRAWN ~ CI-ECKED ~------ DA TE SJ~E l'lb/:, l---------·-···-_:_ SCALE ,¥,;, 1.Jora? XlB NO 87-ICP7 .. { -: r ' f I f ' FLYh.lOOD 'oHe;:,l.,11--1 IND F.AlNTEP 5HT METAL FLASH'G W/ =hlT CLE:;AT", ~~::__:---:-:----~---" ___ _ i Balcony EciQe Detali _ v---------!>11 t:'lAt"i l!TE:.F', e,,..L,.,. '---------~ATI ONA~'( ,-,., I.J ~I( '--------H~'"l'LA~D '-------'---<::I..E:.A1" . ' ~-------F'LA':>H t::..OLLA,F\ ,-----C,ON~-WA~K F----GP. 01.!N P "'J..eev E I-'--~--· 2."!-11 cl> C,ONC., -f'cJO 'rt NS ..J/ '!-•~ ll~•lj,"'"'"' ve,i,,r , 4 * > f,A,!Z, ~ "1 I :t! a~• J.-101",I Z.. I ·i.::., _________ z.I1 T'AMPeP GP'.AVe:1., 1Flagpole Detail ' ' 1211 >'-121' YI NYL Tl "-2 71-IRO'JSHOUT -----_ ~ ~ C.01..0~ - 7 -I i ' ' '' A:>uRED TRAFFIC = ~ EMl:"RAN e. p ~11-b-see. "trl1'1,.Cl'I../ !<;AL - : I ·., 7 r-----. \Balcony _Surf ace • r.r-·---· ' ·Gate Jamb: ' " / I r ( ' ' ' : , 1 " ' I . I I . ' r-L-L-I I ·-. ? I il i' I i- ~-ree1-~Yf. Ll!!-1" j,,JJ:f; L,C, T" O F' ~ A. 11 Ii!- . '. -' _, . . ' 8 ., ' ' ' -. -~[ I A..As.S.R OVER· 1 "'i:>TE:e'L FLA TS I IH--------i 1'0 Hit::€ e:,cx.,.T ,;-. HEADS,--~-: 1,,iit=====:::t -7#t- t-1 ! • ' \9 - -~ ' ' . . "1 \ I, ' -~ ,,,, -<I;) • u_ . ' -~ ' ' -O!lID '. " ' ~ ~ • /t,." c::-L,~, "¼ - -!;( z • f ,-= ' ,-.- tGate Latch· ' . ' .• L . , i I I ' \ ' ~ - ;:,· - ., .,, ( . ' -, -. ,, F, 1Se>i!>C, M•TAl.- 5.:;;<.it-l,9 F'AINT'e,i;:> p 'f> B ~ - I I L'I qi & t>:J-ll'5. ~,l)J.,.,. pN~. ~I..Ae> e, i'" 6 \ \ \ ' •I "I I I -~ I N~ 9 fA1tic Lollver. o·etail ,. IO ' ' ) , , L . ' ' I •, I '~ • } rJ t 1-,·r:fff,.,.•. ' ,, ' '' ' LL , , ~ _ ____.,_.....----.,._' ----- CONCR.E!TS. F"COTING ·-............. --- ~ , I f ryi:>icai ·screed rietalis: (; ----. ,_, / ' ;::i @ ' . 10 1 -0' ------__ , ';,01 -oil . ' ~~\ I ii '/) 1 lei ~(p (/ !~-!--t I\ / r, ... \\ ' ,✓ ' - -' -,0 -•. I ;:+- . --. I,. ;".< '. ~.\') <): -• I <I"> I __ ,_,_ =: -=J\ ~ II" lO ' . ' .--.. .. .- ' -7 / KNl!a ' 'b~ ' NOP:..i7-I __ ~✓Ail ON / •' .- -. - ' ' / . f'L.YNOOD - F'!.Ae~ -- CbNT ALUH YEl--iT -s:;REE"P ' .\ -----·--·---·------•--\ -----+---- ..,, II ,I ol! :;; =,· t ~----':'...... -' -1 ;typ. Soffit Vent ~1 ,ti . '' PAINTED o=X1" ~ f'L.A e:/'Tl O,!E'";_ -II'-. O,.',IC BU" --. - 0 -<D .. -f- . "' e'J ;);, J, --l. ·-----__ ,,-,~·-· l !K:il11 ·enclosure ' ( \ ,I ~ ' .~-----OF'e.N ;e ':xJ,00'-t:>1~1,::,-r OFA~'tDIOI -----· ~.......__ ,:i,,.~~.::.~,:..; _"f:'_ :::-o-_:____:_, 1 --·-~ . ~ Of'i"'~ ·, \..01:':, "l:,C., '"? . '-;' . ' ' . . '• --" ', . . .. ----• - ;j:'1 • ~ I I< r ' ' ' ' I / , I - .--... - ------' -~ ---' -' -.. . " ' -· ' ~ ' , . / y KJ...Jea. ·, 1<,'-<!ee. ' ', ~ / " ~ -/ ::.-;:.s . , .. ---· -- ' ·~ -'·~ ' ' -/, ~\_, I 121 n'F. . -------,;- --. 41·d', e' J -- TUBE: -·o GATE HASF \\I Loe~ - -,-.--..,---~-LI --- ' ' ': .. , I ,-------------- ·,:'. :2~ ,;;,p: I ! II ~ .. .. _Jf:+' -w ~ ..,, ' ~ ,p -~•~ ... ' '2,ilJ ' :2:4-->1. -;-•,., '-, I ,,, "!(,'~!;,. r •'\._ _ -I tE---)0 --~-=-----= i-:----' -' .~. ,, ' -'. ' it· ' I • ' .,_ ' 'v ' -I ' 2 --·---==-'::~::. -.m:~:::\~~--::,~ --~-- • • EB . KEY PLAN, . ' ' ' ~----~---------··--- CONSLLTANT APPROVED NO DATE BY l . ., __ , petails DRAWN J;.V,~ '· Cf-ECKED -----··--· - DA TE ...; · JNE i "161') --·- SCALE NOT'El.> k27 JOB NO ,:,;~ ~-. I r r.r,1-; ;_#·?. :""" -·-•------~· ,~:-~;.:_ r c-._,_;. ~- i· _-f _,-.. ·: . ,-__ ·/· . '. , ' . ":t> -r:,·· · 4· f_· .; . '.. _. 'I . -., . .. :.i 7-.-·:o: ... :•> ~j:;,r---·· ~-, •--'. -v..,-~ir'."MioNtrrwAl.1:··"'. Set.ID <,;HOtJr ~U. <:C.L$ • ,· 4 • -'.",.-. ;...• ., .,., i , as SAM£ ~fEI CtN$ A5 WA'-~ . -· . lrEINr. . --,, 1---S rxwr. •/f'EtM": l""AIN I EYt., t.11~ ~ ~·~~.., :~.-. % ... • h 8 et1reo.p? -~?'' - -----~-tJ Cl!l'M_: ' ": "'!J?' ~ 7 -•• :" j_ - -,,-ec~· .;;t~ -. . . ~ . ' If' - -7UPE -~.·.·.-.. -.·.-.·.··_ .... -. . ~" -. ' "Mf~F. t/;.f!;( r,H(l' t'f- R('q_fiC(, llii.'I! 1''"' t l·ll'-4"/Jf(,, r_ ..._+-'.'.:1-ff, 1.5 ¾ . -~ I ; ....._---·.-:Cc.; ....... -• ~b::l 38.w ~Zez •· ;. 51 Ef:L. F<AJUN:'.? I 1 ,IP f-f',tf\ )I_.,. -.-~ ~ ' . ----'. '('. . ~? ·= ,,._ ~ -.. •----.. ·• ~ ,: ,:_ '· SKYLIGHT . 'SCCTlON. I ·_'•.::'/_-,:· --- 1 ,..; ·t - lJ;1,iji£~~~,h-----;_,._~a;~b ~_:· ~~¼,~-l!'' :.·:--:_,,-.-:.., --_-}- ; ,;-f:'.:f°'_~J: .. :~--: , \lb(ISllMc& t-L-Y"WOOD _ --=~v cec" 2. a • ~➔- ;.-_,-. '' i~(i~--... \ ---:~'·l ,·1 · .-T~-----, 2. · .. -.,;'·.··., --' .. _----,-..... -.,. ' . . . ~-~¥%;:/. ,,.,. ·~ 2'-:.C--4=------~p~~;:,e ,- -.i-Fflt:lr--t NO'iloff',,/6, -.... 1 --~-C •c;t-1 ~ A ~-•J -~~. -----:-. _...,....,..., --· _,_-. ~ _.,,._\~:1~ --lf''t;;;:r;;c : , ~ ··-« ··:.---.~~-~~-~i:1,--_;Ae,ae_, e ~-.. -· !,,.-----~.!ll..c.+...-.......... -..c.-.;.._,._ .··:_·,._~_~~~~.:-!='t·Si -i:::-.~~---•-F ,-. 0 Os ,:;~-- ' '1'.01 ~:01 :~!ts_ ..... -~N '61-!·1tlt4"i ~s:, .__:--"",-----'::CNeR.. Q:l L.,",,SI-._ ~ lb. l#.0 :r-i'bP <SHINE.U!! w - :~D□<. d ed(f ~o -~. e.uu .. T-UI'"'. fiiil"'G- <at-UN&...eS "lb ee-A$' -~. t'-'IANVIL I e 'FIRE· __ .. •·._ 3iH .. A~ IIJ:. 1 -- - A.SB ' I I CONSULTANT APPROVED APPROVED APPROVED NO DATE BY REMARKS DRA e.e- CHECKED DATE !;-IS"-4 SCALE ~Oi l!!!D JOB NO. t:,71(g7 , . ,. "t;;i ,,/:· -. . C--J- l .. i -. . . . _---.. ,-C.---'f--'-'-#,J .. e<o• ' - ~'Y'L.IC D::lM!: ()-.rr S,,..YL.!61-iT • · ,Ttr,,....i.. a-~~ .~ ~ , 1#---!E--t-t-~T'!'!;uss. ~ l · 1or _ j ·w .. u ··u ,,;;;:r;=e:. ~6, .7 IJi::N@ Qli?_ ' ~,. -,. -f . .,;,== •.:o <,~,- ,.--~ ---. . cECT1oN-e~o1 SY1.JbtD5 6 -""t"-..::-· -~~ f t ' l -.-, ."",, -,-,-----1""· I L.......;.~::--c---~--~~-,..:.....,i.;;eo t: i exraR~ Ja I -="·"l~l ~--.-- -~ ... ,_ .... ! i-,,..NTl:D· SKl"MTL--~ :l. -s; ... ' 'ffi ~~ e:_-:~ ,a~t 1.?=: ~ri•Io~ ·-o;-_ --- -· ·. -y -~---1-. _;;-~.-_-_: - "---=-----¼~:.,,.,:;.,<-k~,;:p,.__;.;i,~.:.~,-~-.'>P·>· -ai.:.ev \lo ·' ... -.--_-I .· --,; .>:. ---~ :· _'}: . LI .-_,-. -- . --. •, .~ >.~•- ~ .,,_ ·1---··- ·,";".' . -- !~$1.· ... ----------- .. ·----·. ,-. ----~-"""-' ·'."',.. ·--~ -~---lt' -, ~,,,- .... ;• • -•, T~;•.•!,--.-;, . ; .-. -· -n-1-•- .. -,.-,•··., ~g\ t.,~f ~J"'-~ "'"' ·•·· ..... •···· .·.·.··-;J!·•· ·.· . · .. ··. : ~ =""' ,,_z:r~~tf;['i/11 /· ;-' I . :. • . ( J ··~ ,.t·r ,. . ~·--·"-1-fii'f.t 1,.·.-5.: .. f,. ·.-· •. •, i;~, I+'-""' 1kz:i.t -~·jQ""·~"-0:--'--'-,_,.'l+-~-,~~,.j,~~g'~zo-ra;-l ;;:;;.:; -r --· l --. __ _ --.. . . " ~~;=~ :-::-1n--.4., ~:-i_ • _-___ C:;-. . ·:ftZi< i,i',),"·: -it, :4t-~ ,~- l I . ··• .. -.1t . a-, ,f ~ -'cl ~ ~ZO"-6, 5oP .v-c-1'FZAN.S. . . .. • ; $;...ti, G-OD '{\• l'-•-'.f,c,P . 'r:10•+ .:.),!','-i~:tr.t;i~~,,;~·;" 1&~1~;~i36 .. ,.,:;:::::::r.:;;<•+~' f~ = .... =;:;~~~=.~e,=4=~;:;i:::i=lt=l'"=~=-=1:::::::::::::.::::::::. ('l"YY. 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' -.,;... -i-'-· . : ~~-i· . .. ,, t !X . ;mr 1 , • ; .L ; r, ' ' . ! _-. __J_" .• , =t~ . I C j -. ·. . 'f -~--= ] ·--~· --~ ... ,-. ',· -. ' ! ' ., i -' . -··f-· -+-------. ----'< --.. ' ' . . ' tr .. _--_ --------------__ .,L _ -.· ·-:-,-41. 12'.: ' · .. ' . ---....... ·~- X ! ' . --+· ---':" ' ' "I ' ;J: ' ~· ' .; ,_, , ., < ' J~ ' I. ' Fl~~ . - • ' • ' ' -' I: I i . ,, ·;-, ' l• .. " -, -'· .• . ' --· !~.,. --- i ,•·~CA.TE cra-r..>P_6ee_ it.H· 'SD"" -:2''. •. • l D -. __ ""-· --··-. -. ,~ --· s -•• .....,,.. • --=~,~··~--· ~'~-·--=~~~~•-/~"~1'.t_~f\: __ ._: ... ____ =_; · -'" ;.(\"·':<t:1~: .... · ·""-"·~·~C,, -.~~--~:'-, ___ <ci•··• CONSULTANT APPROVED APPROVED APPROVED NO DATE BY DRAWN£... CHECKED JOB N0.£7/C,,7 REMARKS i (,/(OIJND LIN!!. e,J7T0M 0/' TRENCH EXCAVN!0N SHAJ..l NOT EXTEND &llOW THIS l!NE.5 NOTE: TH& CO.YT~ACT~ SHALL COCl'WINATE At./.. EXCA\ATION 0/"~0NS /./!TH 81.D~, f'OUNDAj!ON ~QUl/fleM/5,VfS . Tff'ICAL l=XCAVATION C!STA'L. f'.~[O F[§S _ ~ TYPICAL EXCAVATION DETAIL . SCALE NONE PIP/:. T/fR.OUGH l'OOTf/-./Cj 7 ~-ft'.l's'. l"'!t"ES IN Tf/15 ~ Lot.J!;ER. r"'{q, -SO rHAT F'!Pe.5, p,.ss TH.R.OU<;H rT<j, WALl -r-''lr-....-- •• '· . coM::r?ere ..s/..A8, see /"CUNOA,1/0N !'LAN ""'A! f'!t:'/N~C!Nq ---~ @ ,r rYPICA/.. exCAVATION OST, f"l:!Rl'"eNO!CU!..A1' JO FTG,S, CON TMCTION JOINT (c.r.,!J ,, TYPICAL SLAB JOINTS DETAIL SCALE NONE (jReA11!~ THAN I ·O o.o. ?LAN 1 3 l i r \ TYPICAL SLAB EDGE DETAIL NONE o•o . . .. .,, 0 0----0--'-0. ·-e--::..:.. . --".le ~"l, ,. ., ' , i Oo ;, M.AX· 01' :2 ¥ 1,.//.{K:,f/ev'E/f IS ..SM,._ 11 t=R 1/4 C(JNS TMCT/"N ·,/~INT . CONOlJIT IN SlAB O"f /../A/./. ' ' .. TYP. INTERIOR "W" COL, DETAIL SCALE NONE 6 .. ,_ ~ J . 8 ., ,., .. I' sett: ru-re -eicH,..:O,Jt.e /'bf'<, Tl//-}<.j'vl,;'be, ( l) . • ' ,, A, E<. c. D. E. F, 8. GLUED -LAMINATED E<EAMS SHALL BE COMBINATION ?4-F, V-8 INDUSTRIAL APPEARANCE GRADi: WHERE NOT EXPOSED ANO ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED. ALL STRUCTURAL GLUED-LAMINATED LUMBER SHALL BE INSPECTED DURING LAMINATION BY AN APPROVED INSPECTION AGENCY AND PROVIDE CERTIFICATE OF 'INSPE(:TION A6 REQUIRED BY UNIFORM BUILDING CODE, ALL GLUED-LAMINATED BEAMS SHALL 8E DOUGLAS FIR, IS¾ MAXIMUM MOISTURE CONTENT EACH PIECE OF STRUCTURAL SLUED-LAMINATED LUME<ER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED IN SECTION ~006 (b) OF 1982 UBC, ADEQUATE BRACING SHALL E<E PROVIDED DURING THE ERECT,E□N. THE LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR SPEC!ALIZINB IN THIS TYP~ OF WORK. THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE llUlt.D!NG DEPARTMENT AND l'O THE $TlliJC"fURAL EN~INEER THROU5H THE ARCHITECT FDR APPROVAL PRIOR TD FABRICATION. ' GENERAL NOTES $CALE ,___ __ __. 11 NONE ·- A. B. BM. CJ. CLR. COL. C, M. U. C,'f-J. DIM. DW5. ELEV, EQ. EX. FON. F, F. F. D.S. F. 0. W. FTB. ,· ' ' ' ~ ~ -~ ' .·-. . ' -ANCHOR BOLT BEAM CONSTRUCTION JOINT CLEARANCE COLUMN CONCRETE MASONRY UNIT CONT ROI-JO I NT (COA/7".<"'AC'fiaN BOLT DIAMETER .,/i:;-INr' _) DRAWING ELEVATION EQUAL EXISTING : FOUNDATION FINISH FLOOR FACE OF STUD FACE OF WALL FOOTING GLB. GR. HSB. M. B. NIC. NIA~ -No- o. c. PL, SHT. SYM, s. s. T, □. C. T, □• s. T. □• W. T. □. SHT. U. N. □. BLUE LAM BEAM GRADE Hl5H STRENGTH BOLT MACHINE BOLT NOT IN CONTRACT NOT APPLlC:ABLE: NUMBER ON CENTER PLATE SHEET SYMMETRICAL SELECT STRUCTURAL TUP OF CONCl~ETg TOP OF STEEL TOP OF WALL TOP OF PLYWOOD UNLESS NOTED OTHERWISE INDICAi'ES STEPPED FOOTING. . ' .. , ' . ' , , ,., ' zl~G/:::•.'.·1, i,.: -r----'--4 ' ,, f ' r ' ,, ' ' V TYPICAL SLAB STEP DETAIi. SCALE --~-,,....i13 31411 == ~1•-0" . ' I I -i . ' .,, ·.; 1 •,·,r-·--::------------'-----r~-;-;;--..,.....+~--.....:.....-~------~--::-:-:--------r----+~---'----,;...,_-------....:,_...:....'.-..:........,.---I ~ ll TYPICAL SLAB OPENING DETAIL SCALE 4 TYP. INT. uW" BASE PLATE DETAIL SCALE TYPICAL STEP FOOTlt,;IQ DC::TAD~ SCALE IIONE NON 9 NONE ~ : I Of' o:x./.NNS (t) ® CD ® ,.._ -- ~ <:I ~ CD ® (t) ®@ t ' / CD ® CD zo'-0 11 ® :fl;, . 11,;;,: -·" ----® /Vof?'S: /.-,9,\NF-/ ,5 &IA~C as /?X~:ro-.c, IN Wt-.K, ,$,rf'C'../r' /'~RN.-I~ P'Jr..sr rl=U~. :-2 :::: ,. <:--p,t.t::o.,v.t,.,~ Pol.~ 2,-/"ANf":l.S To ee DV~D e>-CoA.<S·r,<?_UCT/c>N v'oNT.S AT <;i; c01,1,,-.1Ns A'vD -5f.d'\,arv1a".o ATA M"'><· CJt=' eo'-0¥ ,,,,c. -~--/.../hE.Re-L~ S7~r' /-"l<\-1,e;"<'v IS /\.\;Or v~eo -~//:$ c.,;;,•,J5f,"<llc?«-W Jc:tNT-5 <.£. QO <.,:;,II o,c f1,;,,,, f· IN ,\Pe'/-5 iJHe,t:?{":. QX.t,. 0.0 t-i<'T OC:.:::.UR P.T,.-:,..,;ce. C,."N::,; t<l t,-::.T)oN JOIN T:5 '-!', eo'. L~$ ,t.J.:,x.' NOTeC.S• I) /,./1/el"e C>'-6 i:>.~'<IN", occu,,,.,s A,x;,Ve: Al--k>J/15" f!Xf'E,VO All SIU. ANt:, LINTB.. f"!E/Nff .!;'•e>' eJ,,.Y-,:,No /"Uf'.TfllzST ~._✓,Nq !'I FA,:;H OIRECTJON i) Nl/1=1<£. CfENi,V(jS IN A /i:.l"'J'ZCNTA/... LNI= Al<a -.5f'l'-.Ce,:c:, le.5$ Tl/AN r.11e 1./IOfrl .:>/'-fl;c. NAY., ~ ... CE.VT ot£,'l1N<; ,-IF>'P r; PUN UNJ el, N&.J SILL f<.f.dJ •. i-r co,,1~1.vuous c1.c:ft..lFF.il I 0.'--';-.:1~11,..Jr-,:s, ,3) EXTEND VeRTICA/.. e,;,:s CON( f"'locR."" t'~ -?,e' ( 1-.llicl"E O?eN!Nq Nfe'<R/J.Pl:S <':14<.5 \ /'>'=Cl"/ ,ct.=,,e f.? 01'£,VINC,.S,' 1) TYF'lCi'-J-"1"tL /<EINl'C Awe, ..SA'-, CINq l:!EfNE'eN ..5Ff!'.CIPL eAR5 16 fo ee U.Sl=D, -.5!=£ 7YF/c.,,J.. i-JAU, ,<!E/NI'/ oeq;v~ ,',NP /.JA/,1, sec.rt.oNS, S) E:XTE?HD Vii!-."<{ e,Af?-5 j_; DA, /A5r i'Ul::I« .Je>INT Ck FF<,!),1c1;. l!!QUJ\#>,iJ:iNT, Fas. -~-·-~ --· I , I -·------.... --- ~ ..... :><.: .,/" )'-.,,_ ' _j_ .src, 1 f/00/( _, l'J / ,I\ I t'i.COe L./N/3. 1 Se/5 rrr1.:AL JAHB, //BAJ:>, ANO 6/U. ~rA/L.:5 1',o,.f.2 .::X Z.C,. c:r: ~ ~ TYPICAL OH=/-,/ING,S, .s~E 1-JAJ-L, ' laU:.VAJ'{e,/--IS l'i:¥' .:5PEQAL co,..a17oN5 QM.U, WALL r.:,'-o:Jj_N c:j<! A5 /'"A!>. A_/', &£ Af,p H.:,~1<., f!'l5. ' I -11-4+ -. __ [ f'Loo,<e. LINE. r ' /.,/of/$. f. s --'-·· -··..,. --r. .I, OFEN'G; /<!!IN~ . _ . "'t· "fo• 1-/(>:JI<. Tlf'ICAl L!N[al -V8!RT' ~ ~ --'4J'1L" -J.JAJ-1. i -f-t,:; DIA• Z'Y:1.. 1 _4<>._QIA • T(I',. I _ c,• Min, '2'•-0' Mm. , -. .c:-:-.c:L•~;-- ' ' TYf'ICAL p.e;NR:>RCING U.N,0-ON DR/.IG, ~ /./ALL T'IK. Vli,'IF 5-1~ HORZ B',f?S OP.ENI.::; tff'rV"' e,,' 15,1) sz! f-5 -£-4-5 /~f E, ,<; ,r·--e ,s-a vi-' #5 ,'_,ii!" ·y45' 14 ' J. □RYPflCI< AND GRDU, FOR BASE PLATES SHALL BE EQUAL TO MASTER BUH.PERS 1'MASTERFLOW 713" NON-SHRINK, NATURAL AGGREGATE GROUT. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATER1AL6 PRlDR TO GROUTING OPERATION. K, STRUCTURAL STEEL SHOP DRAWINGS $HALL BE REVIEWED EY 'fHE STRUCTURAL f:NGINEER PRIOR TO FABRICATION. . . L. 'ERECTION AND THE WELDING PROCEDURE FOR MOMENT FRAME BEAMS TD COLUMNS SHALL BE SUBMI1TED TO THE STRUCTURAL ENG! NEE'A AND , BUILDING DEPARTMENT FDR APPROVAL. THE PROCEPURE SHALL INCLUDE THE SEQUENCE' OF WELDIN5 WITHIN THE FRAME AND SHALL BE SUCH AS TO MINIMIZE RESIDUAL STRESSES, ' M. AFTER FABRJCAT!ON, ALL, STRUCTURAL STEEL SHALL BE CLEANEO OF ALL EXCESSIVE RUST, LOOSE MILL SCALE, AND OTHER FOREIGN MATERIALS. N, ALL STEEL SHALL BE PRIME COATED WITH A RUST INHIBITOR PAINT AS P~R SPECIFICAT(DNS, l,l[GH STRENGTH BOLTS ~. ALL HIGH STRENGTH BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM A-325 AND SHALL BE ASSEMBLED WITH HARDENED ,WASHERS UNDER THE NUT OR BOLT HEAD, WHICHEVER 18 THE ELEMENT TURNING !N TIGHTENING. B, ASSEMBLY OF HIGH STRENGTH BOL.TS SHALL BE IN ACCORDANCE WITH THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING A-3~5 DR fi-490 BOLTS", USE FRICTION TYPE UNLESS OTHERWISE NOTED, C. PAINT SHALL NOT BE PERMITTED ON CONTACT SURFACES, UNLESS OTHERWISE NOTED. CONTACT SURFACES OF BOLTED PARTS SHALL BE DESCALED AND FREE OF 01RT1 BURRS, PITS, AND OTHER DCFECTS WH,ICH CAN PREVENT SOLID BEATING OF PARTS, b. ·, HIGH-STRENGTH E<□LTED CONNECTIONS SHALL HAVE CONTINUOUS INSPECTION -SEE TEST AND lNSPECTIONS SECTION OF THE6E NOTES. MASONRY (CMU) A. MASONRY UNITS SHALL BE NORMAL-WEIGHT BLOCKS CONFORMING TO ABTM C90-75 FOR BRADE N-1 UNITS OF STANDARD SPECIFICATIONS FOR HOLLOW LOA□-BEARINS CONCRETE MASONRY UNITS. BLOCK SHALL HAVE A MlNIMUM ULTJMATE STRENGTH OF 1~350 psi. B. MORTAR SHALL' ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF E,000 p~i ~ AT z.s DAYS. C. GROUT SHALL BE READY-Ml~ED CONCRETE W!TH A EB-DAY ,MINIMUM COMPRESSIVE STRENGFH OF E,000 p$i. □, AGGREGATES FOR MORTAR ANO GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-144 AND C-404. E, ALL STEEL REINFORC!NB FDA MASONRY SHALL CONFORM TO ASTM A-St5, GRADE 60, FOR DEFORMED S,EEL BAR$. , F. ALL LAP SPLICES SHALL HAV~ AN OVERLAP DISTANCE OF~ 40 BAR DIAMETERS, BUT NOT LESS THAN 24 INCHES, UNLESS OTHERWISE SPECIFIED, SPLICES OF HORIZONTAL REBAR IN WALLS SHALL BE 6TAGGERED. G, ALL CELLS SHALL BE SOLID GROUTED, MASONRY UNITS SHALL BE LAlD TD A HEIGHT NOT TO EXCEED 4 FEET. GROUT POUR IN VERTICAL CELLS OF MASONRY UNITS SHALL CONFORM TO LOW-LIFT GROUTED CONSTRUCTION, SECTION 2412(C) OF THE LlBC WHERE APP<. !CABLE. H. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS NOT REQU l RED UNLF..9$ NDTE'D 0'[1-leR-Nl5E-6N ")lje, f'!AN6 I. NATURAL SOILS MAY BE USED FDR BACKFILLIN5 OF RETAINING WALLS II" ~!!!OD e,y Ti-IS. SOI!. ~INSiSft., LUMBER , A. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH "GRADING AND PRESSING RULES I# 16) OF rHE WEST COAST LUMBERMAN' 6 ASSOCIAll □N~· B, ALL WOOD BEARING ON CONCRETE WITHIN 4' _:0" FROM GRADE, SHALL BE PRESSURO: TREATED DOUGLAS FIR, C. HOLES FDR BOLTS SHALL BE BORED WITH A BIT (1/32" TO !/B'") LARGER lHAN THE NOMINAL BOLT DIAMETER. D. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES ETC. UNLESS SPECIFICALLY NOTED □A DETAILED, E, ALL STRUCTURAL PLYWOD!l SHALL BE STRUCTURAL <I> D-0) GRADE WITH EXTERIOR 5LUE AND CONFORM TD (PS □1~74), F, ALL ,BOLTS B~ARlNG ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD NUT, UNLESS NOTED OTHERWISE. 5, PROVIDE !x6 DIAGONAL LET-IN BRACE AT APPROXIMATELY 45 DE6REgS AT EVERY 25 FEET IN ALL STUD WALLS NOT PLYWOOD SHEATHED. BRAC!Na SHALL BE CONTINUOUS FROM TOP PLATES TO SILL PLATE. H, ALL JOIST HANGERS SHALL BE "SIMPSON" OR AN APl>ROVED EQUAL I. PROVIDE 2x FIRE STOPS AT ALL JNTERBECTIONS OF STUD WALLS AND/OR STUD PARTITIONS AT FLOOR, CEILING ANO ROOF. FIRE STOPS SHALL BE FULL WIDTH OF THE ENCLOSED SPfiCE, PLACE FIRE ·STOPS AT MAXIMUM SPACING OF e 'FT, □.c. IN THE VERTICAL DIRECTl □N. PROVIDE Ex FIRE STOPS IN ALL FURRED SPACES, VERTICAL AND HORil□NTAL AT A MAXIMUM SPACING OF 8 FT O.C. IN EACH OlRECTION AND AT THE SAME LlNE AB FIRE STQPS lN ADJACENT STUD PARTITIONS AND WALLS. J. ALL STRUCTURAL LUMBER,, ~HALL BE DOUGLAS FIR LARCH OF 0THE FOLLOWING GRADES UNLESS NOTED OTHERWISE, PLYWOOD PANELS --------------STRUCT.I C,O. EXT.et.LI~ sTu□s-------~----------------N□.2 □F-L PLATES, BLOCKING ------------N□.2 DF-L JOISTS & RAFTERS . (2H6 AND LARGER>---------N0,2 DF-L l2x4 AND 3114)------------NO.! DF-L SEAMS, STRINGERS -------N0,1 DF-L POSTS, TIMBERS --------------N□.1 DF-L L. ·FOR NAILIN0, SEE TABLE NO. 25-~ OF UBC OPEN WEE< J'lND/OR PLYWOOD WEB JOISTS fl. B. ' , ,MANUFACTURER SHALL SUPPLY TO ARCHITECT, ENGINEER, AND ,BUILDING DEPARTMENT, CALCU\.ATl □NS ANO SHOP DRAWINGS FDR REVIEW ANO APPROVAL PRIOR TO FABRtCATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE Sl6NEO BV A CALIFORNIA REGISTERED PROFESSIONAL CIVIL ENGINEER. SHOP ORAW)NGS WILL SHOW ALL CRITICAL DIMENSIONS FbR DETERMINING FlT TO THE BUILDING AND THE LOADS THE JOISTS ARE DESIGNED TO SUPPORT. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTUR~R TO OBTAIN BUILDING DEPARTMENT RPPROVAL Of CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION, ' ' c. JQl§I §!f~~ §~Q~~ g~ eb8~e 8fls PROVIDED AS 8 JOISTS SHALL BE DESIGNED AND FABRICATED TO ALL SUPEAIMPDBED DEAD, LIVE, AND LATERAL LOADINGS SU~H AS MECHANICAL EQUIPMENT, ACCOMODATE ALL SPECIAL FRAMING CONDITIONS INDICA,EO DR REQUIRED, INCLUDING ALL SHAF,S AN,D ROOF, !,U1DEL IN!' !)NLY, SAFELY SUPPORT L□rns; SPEC I AL • ETC! AND TO FOR &PANS AS THROUGH FLOORS D. UNLESS AN ALTERNATIVE M€AN8 OF MINIMIZING VlBRA1lON8 16 APPROVED BY THE ARCHITECT/ENGINEER, DEFLECTIONS SHALL BE LIMITED TO THE FOLL □WINS, FLD□R,JOISTS . LIVE LOAD, ............. t. • ... ,. ~ ••• • ................ l-/Wc.:;:i- DEAD PLUS LIVE LOAD, ............ , ...... ,,• .. t../4!:'0 E. MINIMUM TOP CHORD SHALL BE 2~4 UNLESS OTHERWISE NOTED, F. ALL CONNECTORS SHALL BE ICB□ APPROVED AND OF ADEQUATE STREN5TH TO RESIST ALL STRESSES DUE TO THE LOADING OUTLINED IN NOTE C ABOVE, G. CROSS BRIDGING AND/DR BRACING SHALL EE PROVIDED AND DETAILED AS REQUIRED TD ADEQUATELY BRACE AkL JOISTS. H. LOADS: llOOF DEAQ LOAD •• , ..... , •••• ~ , .................. .,, • 2:,.(2. ps f LIVE LOAD ............. , ................ ~.--· 2o psf FLOOR DEAD LORD, , , ..... • ....... , .......... ~ • • • • • • , • DEcAD LOAD PARTITIONS., •. , •••••••. ,.,. LIVE LOAD -OFFICE SPACE .•••••• ,.,,,,,. LIVE LOAD -CORRIDORS AND LOBBIES.,,, •• --__ THE ~1 ~ t~I 11--:.·, ' ; 'r _,;111t•J j {,.'r ' -, ' ,;, : ;", g.•~1: _.r_,,-,..-: '. f n,, .,. t n ;_THf r~f.1.t!1,:.•·1"-, J,.J-f'U_t', ,_ .ff '-•'!-i" f~i--,-,1: ~ Rt-SPf~tl.::-)~.~.-. '• ,' ,.:~, 1~" rl< ,-;., I r,r-lr:,.,1,r.f•~, in ~ :CVFf,h ;:, '", -;_, ~·,,·!•r ·-, :~J j'•l. J-hi .-~ ,};-,,-j::r;,11,r· (~-:TH£" J;,:~, fl .-, 11_1 • l, .. ·_, ,111,1, '_ ,..,iVW t~r ,~ ~~Drs.c~;:1-r,' ,,: -_ ,l,f ·;-, -:::, ,r '-i.'11•,· :"\~,.1- 'n-<1~ f.L't~L·',, ·~1,'J1,r-1,;,,:1;t,_., ~, .. ~~•-· \.: BR[lJt~¾-r: ·,ai Pl-·~1 .. ;~· ,' • ,-·~ -la,:·•,, .. ,, F,l!I _C{ N.td( Ii' ~11, .,,,_ ,: •: .,r.: , , 1':i, I,, Ji' !Y•' :..., ~rt psf psf psf psf .l3ENERAL NOTES CODE, ALL WORK SHALL COMPLY WlTH THE 1982 UBC AND APPLICABLE SUI~OINS DEPARTMENT CODE. INTENT OF DRAWINGS: A. THE CONTRACTOR SHALL VERIFY ALL DIMENSJDNS PRIOR TO STARTING CONSTRUCTION, AND ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. fJ. RESOLVE ANY DISCREPANCIES ON THE PLANS WITH THE ARCHITECT AND ·ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. DIMENSIONS TAKE PRECEDENCE OVER SCALE. HOWEVER ANY SIBNIF!CANT CONPLJCTS SHOULD BE RESOLVED AS NOTED. C. REFER TD ARCHITECTURAL, MECHANICAL ANO ELECTRICAL DRAWINGS FOR NONSTRUCTURAL ITEMS. □. ,THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE BHALL BE SOLELY RESPONSIBLE FDR ALL CONSTRUCTIDN .. MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. □E<SERVATION VISITS TD THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT/ENG)NEER SHALL NOT INCLUDE INSPECTIONS □F THE PROTECTIVE MEASURES ,OF THE CONSTRUCTION PROCEDURES REQUIRED FDR SAME, ANY SUPPORT SERVICES PERFORMED BY , THE ARCHITECT/ENS!NEFR DURING CONSTRUCTION SHALL BE DIST!NGUIBHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS, THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ENGINEER, WHETHER OF MATERIAL DR WORK 1 ANO 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 SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCT ION. E. NOTES AND DETAILS ON DRAWINGS SHALL 1AKE PRECEDENCE OVER TH~SE GENERAL NOTES. F, DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED E<EL□W OR IND!CAJED ON THE DRAWINGS MAY BE CONSJDEREO FOR USE, PROVIDED PRIOR APPROVAL [S OBTACNED FRO~ THE OWNER, ARCHITECT/ENGINEER, AND THE APPLICABLE GOVERNING CODE AUTHORITY. -~-~-' _.,. ~ -~-~ -,--. •DEBIBN LOADS, ) A, LIVE LOAD 'ROOF (NOT SUBJECTED TO PEDESTRIAN TRAFFIC)=' 20 PS 8. WIND LOAD (BO MPH, EXP. B) Ge ""' Q. B Cq = 1,3 qs = 17 psf. I • 1.D C, SEISMIC LOAD Z ::;; 1. 0 I = LO t \ K = I, 33 cs= 0,14 TESTS AND INSPECTIONS A. ALL CEMENT, AGGREEATE 1 REINFORCING STEEL, ST~UCTURAL STEEL~ ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TD THE ARCHITECT UPON REQUEST. B, SEE SPECIFICATIONS FDR ADDITIONAL TEST AND/OR INSPECTION REQUIREMENTS, C •. CONTINUOUS INSPECTION SHALL BE PROVIDED BY A TESTING LABDRAT□RV FOR ALL THE FOLLOWING, $= fel Co/Jof',l:,;re. Ll,N,O, ON DR,,4j11-Jc'j'!;., v-./1:U..t>INGj, FDUNOATIDNS , A, c. o. E., F. FOUNDATIONS SHALL BE OF THE SIZE AND TVPE,AS INDICATED ON THE DRAWINGS, ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TD BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING, BACKF'ILLING, REC0MPACTION 1 ETC~ 11 JS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENBINEER. ALL EXCAVATIONS ARE TD BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TD THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. I l FQOTIN58 ARE TD BE CARRIED A MINIMUM OF _J_:-_<q ___ INTO FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPAC7ED FILL. li-GI ,DESIGN BEARIN5 PRESSURE IS '2pX> PSF FOR FOOTINGS ______ _ DEEP, DESIGN LATERAL BEARIN5 PRESSURE IS '.;¼;!Q_ PSF/FT TO A MAXIMUM OF ____ PSF WlTH A 33~ INCREASE FOR SEISMIC OR WIND L□ADIN5. G, ,DESIGN COEFFICIENT OF FRICTION IS .0~ WITH A 33~ INCREASE 1 FDR SEISMIC OR WIND LOAD!NG H. PLEASE REFER TO SOILS REPORT PREPARED BY KLE:IN __ FELDER ____ .,__ DATED MN'l$'.Cfi 2--1 14._~ THIS SOIL REPORT HERE8Y BECOMES PART OF THESE CONTRACT DOCUMENTS, CONCRETE, A, CONCRETE SHALL BE DESIGNED AND MIXED SUCH AS TO ACHIEVE MINIMUM STRENGTH OF """'.Q,! PSI IN 20 DAYS. E<, PORTLAND CEMENT SHALL CONfORM TD ASTM C-150,TYPE I DR II C, ABGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33 D. ALL SAW curs lN BLABS ON GRADE FOR CONTROL JOINTS TO BE MADE NOT LATER THAN 24 KOURS AFTER PLACING OF CONCRETE. E. ALL REINFORCING BAR,S, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL E<E WELL SECURED IN POSITION PRIOR TO PLACING OF CONCRETE. j @ I t-l<>T!!:: WHERE'C N"T!',D ON Tile, Ft>i-l FLAN * i-=nNqj6 p.p.e:. oeei,;iJ= U51N'i ,Z,x:,o p,;1. TH~~, C<>NflNUoue, 11'J5P't;i/GTl.:>N 15 NOf ~Lf<'SD, ' REINFDRCINS STEEL: A, ALL STEEL REINFORCEMENT, EXCEPT AS NOTED ON THE DRAWINGS, SHALL CONFORM TO ASTM A-515 FDR GRADE 60 DEFORMED STEEL BARS, B, REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER, 1.. CONCRETE POURED AGAINST EARTH ............ ,. ••• * * • • • • 3" 2, FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH ..... ,..~ .. * ................ • 2" 3-SLAB ON GRADE, ............ • ........ ,, •• ~~ •••••• CENT~R ·4., WALLS ANP CURBS ................... , ............. 1-1/2" C. WHEN REQUIRED, WELD!NS OF REINFORCING STEEL SHALL CONFORM TO "BTRUCTUaAL WELDING CODE -REJNl'□RCING STEEL" (AWS, Dl. 4). NO WELDING SHALL BE PERFORMED AT THE BENO IN A EAR, WELDING OF CROSSING BARS (TACK WELDING) SHALL NOT EE PERMITTED EXCEPT AS AUTHORIZED OR DlRECTED BY THE ARCHITECT/ENGI~EER, D, ALL WELDED WIRE FABRIC SHALL CQNFORM TD ASTM A-185, ' E.. MINIMUM LAP OF MESH SHALL EE 6" OR ONE FUL..l. ME:SH PLUS -E:". STRUCTURAL STEEL> A. B. c. D. E. H. I• ALL STRUCTURAL STEEL SHAPES, PLATES, AND BARS SHALL MEET THE REQUIREMENTS OF ASTM A-3S. PIPE COLUMNS SHALL BE BRADE "B" PIPE CONFORMING TO ASTM A-63. STRUCTURAL TUB!N5'SHALL CONFORM TO ASTM A-500 BRADE "B" (Fy = 46 Hs1). ALL STRUCTURAL STEEL FABRICATION AND ERECTION SHAL~ CONFOR~ TO THE STEEL CONSTRUCTION MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION <AISC), EIGHTH EDITION. WELDING SHALL BE PE~FORMED IN ACCOADANCt WITH AWS 01. 1 USING SHIELDED METAL ARC DR SUBMERGED ARC PROCESS ¾ITH APPROVED !;70XX ELECTRODES CONFORMING WITH ASTM A-233, WELDING SHALL BE PERFORMED BY APPROVED CERTIFIED WELDERS. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGJST!i:RED DEPUTY INSPf;CTOR (SEE TESTS AND INSPECTIONS SECTION OF THESE NOTES). AT SPLICES PF PARTS HflVING MORE THAN )/8" DIFFERENCE IN THICKNESS PROVIDE FILLS, ,SHOP WELn!NG SHALL BE PERFORMED BY A LICENCE □ FABRICATOR. UNLESS OTHERWISE SHOWN, ALL BOLTED CDNNECTlONS SHALL BE MRDE WJTH ;311," DIAM. ASTM A-325 BOLTS. ALL EXPOSED WELDS WHERE METAL WILL COME IN CONTACT WITH PU~LIC SHALL E<E FIL~EO AND GROUND SMOOTH. NO HOLES OTHER T .. HAN THOSE SPE':CIF!CALLY DETAILED SHRLL BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS, ND CUTTING OR BURNING OF BTRUCTlJRAL STEEL WILL BE PERMlTTED WITHOUT PRIOR CONSENT OF THE ENGINEER. --ft, --T-Y-F-,-.,-M-.L- 7 _1'_1_i_O_D_O_f_P_O_U_R_I_N_G_S_.o __ -G-.--,-~S:;:C:;A-;--L;:-E--,r-5-1-------------~-------.--:S:-:C:-:A:-:-L-:cE,......--,--+----------------------S-C~A-l_E ___ ~_J cnrr:',•·c,·, '" ,., ' '., ,.,, ,.,,.' ·.•:, "' I,·: 1'"'1 , -t-,-·:-:-:N:-:-N:::--E-f· · TYP, C,M,U. WALL R~INF, AROUND OPENi---NO_N_E _ _.10 TYP. C.M.U, WALL DETAILS 1-----115 F:•,.·•, ""· ,:,", ,, .. , r-lf, '.c•', ,11 ,,, q,,c '"•' .. h '.}, ~ ,_ ____________ ..... _____________ -1,_..;,i ____ ".-_,4, ______________________ ,_1. ___ ,1-~;,;.;,:;;.._...1. __ 1,.. ________ "'.,:---:-------1---------L.!:N:_:O;::N:;E __ L_..!.:..!'':!.j•:,;'L:_:H;.!'.:.;.:::.::...:.·:,· _____ ;.;,ji.;,. ___ .;.. _________________ .J _____ .J _________________________ ..:, __ _J -=-::. -_;·~-- ~-,;i,~ ---~~ :'!5"'-'i' .. :-::-a ~~;;~1 §c2,""" ~----:;g·i • • .~ •T=:3 ~.:.I ~ :t, ' . ,., ~ : . .. ,. . ': X·· --:S-<%_" ' : : ;~- :~}-~_·. ~~:=r '! ~""=::,. < :, '~=-,, , .. '•"'· <:;J..· .. . . /. ·~ . ·• EB K\oY P,LAN CONSU.TANT GERSHFELD ENGINEERING CO. Structura1 Consultants 105-5 E La Habra 81'-/d , Suite "-5 LA HABRA, CA 90631 (213) 697-7871 ,- AFPROVED . , <_ :~ ' ' . . ' CTIY OF CARLSBAD MUNICIPAL PROJECTS APPROVED r-/ ... 'if.·1.1/ 1r1,r1/f ' -' I, ..,,. ~ ' ' -{n;;. /I"' ~ _,.,..,,,,. ,#"' ~-~,,/ ' NO DATE BY REMARKS .... :,, •./ .i(1 12."5'/~ _~QA/Ft.ET/ON . GENERAL NOTES TYPICAL DETAH .. S DRAWN CI-ECKED DATE S~1 SCALE ------- JOB NO ".S-'.l • .. ~.?cl t='OOTING SCHEDULE SYMBOL @SlZE @ REINFORCING . /fi\ 41-6H :x-4 1-6'1 2 1-0" #6@ 711 o.c. ea-ch wayt \!.Y bottom~ t--,;-faZ..----t--s7"'-'6"'',-,~7rr-_,6rl---,,2r--,6"' ---t-i#"6'@,----,,4" -.-.c-.-e-a-c7h_w_a_y_,---l bottom. F5 S'-611 x 51-611 21 -611 N6@ 10" o.c.. each way, '----,--i:'----+-a-r--,rn-::--.-,---,,;,t-',7rc,;w-Jto~nd b.~o~tt~o=m=·------< rc Ff 3 -0 1 x 3 1-0' 1 -6" -,rs @ 12w o.c. each way, bottom .. F$ -0 x -0 2 ~ 5 12 o.c. eacli way, bottom. = 6 -6 , 6 :t 3 :ou--· /f6 4 o.c. each way, i 10 to and bottom, Fl 2'-6n x 2 1-611 1 -6 #4@ 121r o.c. each wayl bottom. ' ' fS i'.:.:6w X 7'-6n 3 1-0 1 #5@ 12n o.c. each way, to and bottom. f'9' 5 -6 x 5 -2 -5 1 o.c. each way, f.-~=!-'----+==-=~.-+~~~-i-;;:;to2~~bot=t~om~ . .__~ __ 4 Jfio\ 7 -0 .x 7 -0 3 -0 6 @ 1011 o~c. each way, 'w' to!;l" and liottom. I ,1 17-0 _, ' Cl ----------- " _ ~,__WS!<i5 __ ~~--+---1~=-~,~~~~~~~~-:___~1;: - e.z G i--+----'l...--11-'lr---~1 --~ - _I 61'-I ' I 'I -f 10·0 f tll f j I I Ji I ' I z. o~ I I G,•o' ' 12' 511 '°'"'"l' 1-n,10. ' 11-''-"'-h' I I 4 Sit. ~ ~ ' - l9 Ill 0 • (I) /0 ~ 0 ,, -----, ~rv~· ' '0% ",,,~ /2. + ' ,------I -t!l ~--~~--+LX~V=, •~~+~~~,-, 1 ~7(), ' I II l!!rfi> --~~--.... ----• 4 I I (o•O I II to-CJ ' ! I I 6 24 '-0" " I '· I I I -0 -, \ I d ' I II IO -o' Z• i ' I• ' i?4 '-0" ----- Al II -~•&> -r'(P. I 4- SlG e.\0 11 ✓-__,u_.._ ------------+- I I FOUNDATION NOTES: 1. 2. 3. 4. 5. 6. 7. ALL CONTINUOUS FOOTINGS SHALL BE MINIMUM 1S" WIDE AND 1' -E.•• DEEP MEASURED FROM FINISH GRAOt~ 2-#5 CONTINUOUS REBAR SHALL BE PROVIDED AT TOP AND BOTTOM OF CONTINUOUS FOOTINGS TYPICALLY. TOP OF FOOTING ELEVATIONS SHALL BE MINIMUM 6'1 COMPETENT SOIL AS DETERMINED BY THE SOIL ENGINEER. BELOW HOLDDOWNS ANCHOR BOLTS EMEEDMENT SHALL BE PER MANUFACTURER'S RECOMMENDATIONS~ FOOTINGS SHALL BE DEEPENED WHERE R~QUlRED TO ACCOMMODATE THESE CONDITIONS. PLANTER AREAS PLACED ADJACEN~ iG THE PERJM~TER FOOTING SHOULD BE PROVJDED WITH DEVJCE5 TO DIV~RT WATER AWAY FROM FOUNDATIONS. ELEVATOR PIT DIMENSIONS SHALL BE VERiFIED WITH ELEVATOR CONTRACTOR PRIOR Tb START OF WOR~. SEE: PLUMBING AND ARCHITECTURAL DRAWINGS FDR SLAB SLOPES TD ORAlNS, 84 FOR BASE PLATES SIZES SEE 9. IO, BASE PLATES AT EDGE OF SLAB WITHOUT SUFFJCJENT CONCRETE COVER SHALL BE COVERED WITH GROUT OR OTHER APPROVED MOISTURE PROTECTION. El.e,'A.l'='f'-'V-JL.6 a-tt"-U-.OF'lo>,.N Fl-="' !!> 1"1-=f" Wlf1!<::ur IN TE!.RN!EolATE, ef~ '[U?,.._L 6Uffbr<:fS. ' 4" CONCRETE SLAll ON GRADE WITII 6X6 -Wl.4/Wl.4 '-9" • FINISIIE FLOOR ELEVATION A: s, : ·/'-o'I I / TtR 0~ fi .~, F}..~ \ ' Cl ' - 2/ zi'1 ' 1 -~-~,r---- . '1:L_ l ';{,_ J _::,/J 0H_J r~r ~f' f1 vr1r-r.:, . ecDe,e "5f' 5'-"'P 1,,.F --\ -e,l:.?c,f""• ~ r--<St...Ae '9 '. \J\ <\, C -1--@ . -~--.._.::-;;:-~;;~~~~=:------t----;~~--+----------,. -,,, 'Is 1, ,-F ..,~ ' • F \ l MATCH _ _!.=IN_E ____ --------@ )SEE SHEET S-3: ,_ I I ' ' ' 10 \ , !1--------------------"---------------------------------------------+---""'"'r---1 !i! ' SCALE l.__ _____________ -i,.., _____________ __,, ______ F_O_U_N_D ___ ,AT.;.;.;"-.;;;l,<)_N.;.;,· .. .,..,-.,.;;;,~-~LA __ ;.;,~,;.;-""'-~~~"~ ... rJ .... h..;.. _____________ .._ _____________ __.. _________ _...._1,_8 .. _=_1 __ 0 .. ...._1__. • □ EB CONSU..TANT . _.,:~ •' . ..-:,:. ...-_.:.,: :: .:• ,,, '{;--,,::; -~~r=~ ' Jf:-1". =:·{{\ .~.;==.:r~:; .......... .-,: ...... "if(; :; . ..-:.=::::~-.=; ' .::;,•.;;·--~ •"••·· .. . , ..... , ... . ·.==:= .. ~;rrr •_.;!-._•":!~;.;. .-._--:;~j,.v .=..:;.: .• ~i; :~.::.~.;;. ·;;-C.f •-.,._.<-:. •• , •,• ,;, ,- • ◊ ❖ ·-::-::.:" •• •❖<:-" ;,.;:_;:; . ... V' ::.:--:-::_-:., {}~1-1. .~.\=::s--: .~:h"··J a❖,lf;;, t·f·:?.:~~ .:--.~·--··::-.:..; •' ·-· ... " ¥,.h •••❖ ........... ....... ,:.;.:-:;; «,s•;:,, ,.:'."._"$..>. •• :a. ....... ❖ • KEY PLAN GERSHFELD ENGINEERING CO, Structural Consultants 1055 E La Habra Blvd , su,te 6 LA HABRA, CA 90631 (213} 697-7871 APl'R)VEI) ' I " I -' ·~);, ' ' ' ' ---' t-0 DA1E BY REMAR<S ' ' ' -FOUNDATION PLAN \ NORTH ' DRAWN F-~. r~s CtECKED DAlE S-2 SCALE r8 #-:: 1:01, u;.:...-~---' -- XJBl'-0 ,8,80l0Z5 .! ~ 0 ,, (}: "l • 0 " ;:!: • 0 ,, "' fr) • \9 ':_I ~ \'\J • 0 " ~ • () " ' Q 0 , ..... ~ • Cl . ~ 19 ' -~ l!I • -\1 -Ii ' -j ~ l'I ' -1, -1'1 • -!!! \lJ -1.9 1 --+ -~ -,J 1.9 ' st u . -..i -'JO v ~ -.:.i ,. -' l/1 • ' . ---1,--· i -1 rll -, -<ti } i I I SLof"E c.J. +---i--+ ------ /(ol-o,fJ \ ,_iJ ' ~= \. •-n-... ~ 'i \,: ' Ii 51 + 4 t I ~"' ' I I "'o t cP "'/ I : ,z1 JYF. ' : ~~ , : 0j-s I r., I =~,~~0'~~-':?0·,;-~~ ,-~~~Wl'i,~liili!~~+,£~~'.;: . I ! ! I c:.J 1 · 'ii 'i 1-: I \-: \) I \i -~ I c . ...J, -1-·---- ~ $1'>7 x4e>'·O" , q, Gl-t'=·f-> = ""1 J 1<1/#!:0 Tl\""' 'f ;);~~1 / IN if-I("~ )I, e_..-·1 1t ~ID C-I £,/,::, . C.J. I . ·. $·♦7<9ToF~I:>. e,r,oM f'#8TI£S @-,ti jb.C. I $/5 1 ~~~ '-c,~ I] ~,✓, I .1 ','c ' 51.3 . I ') \.'. I ------~l. ,,..,..,.,, 18 -'_ o" r -~ ,JI.• c. ·• •·· ~ --------. - IY+ . . 7 ;;, l' ls ' ~-4 41-a} / I '-\ I \:ii I] I 1 I .J,i . ~-r(P. ~ } . 8 1t;e) --------- i • 1 ~ ->-/t-4 : . ~ . J.SHEARWALL SCHEDULE TYPE _· : . . Use l/2U StruCtUraf I plywood, s-olid blocke·d W/8d nails-~---~,,-o."c. _at-:plyw_o,od .panel .edges, 6 11 q .. c._ at ·1ntermE'diate framing, 12n·o.C~ field-nailing •. Use 1/2_" _·S1;ructural I plywood, solid blocked W1oll nails @ 4H o •. c,-at··p1ywood panel edges~ 611 o.c. at ·intermediate framino ----12'' o.c .. field -na-11-i.,rn. _use 1/2'_' ~truc_t·ural-I Plywood, ~olid blocked -W/8d -n_ails @ 3 o.c~ at plywood .panel edges. 611 o~c. at - interme.diate framino 1 _1_2 11 o.c. field, naili1i12:. .® Use l/2H Structural I Plywood, ·solid blocked, W/8d" -- nails @ 2" o~c .... w-ith 3x framing at plywood panel edQeS 6 11 o.c. interm_erl:iate framins:i: •. 12n o.-c. field. Use l/2n Stn1ctural I plywood, solid blocked, W/lOd nails @ 211 o.c. with 3x f_raming at ·plywoorl _panel edJ:!es, 6t'. o .c .. intermediate framin° · 12n o_.c~ field-, Use .1/211 Structural I-plywood, solid blocked, (2_) ANCHOR · . BOLTS USE:! 3/4'" '9J A.B.@ 2.!i 11 o.c. tlse 314" t A.B •. @ · 2411 o.c~ Use 3/41' 4, A.B. @ 2411 o.c. Use· .3/1,ir t A.B.@ 24 11 o.c. Use 3/4" ~ A.B.@ 2411 o,c. Use 3/411 ~ A.B,@ 1211 o.c . • .,,,,.'"'"'""" :, t('; 0 LIiio Sides, W/lOd nails@ 3" o.c. with 3x frfrndng aL plywood panel edg-cs, 611 o.c. at i_nterme;Qiate framing, 12" o.c. field nailing. _ Use 71_8." stucco of-expanded meta 1_, or woven wire _ 'A L J..I ~~· 4 1:2 . . --. , 51.-0PE t: :;1 .,._.._,_~z-,,,: IM· 1 _,, ~~6 -<. "' <! '/'.' '" ;v p,_+ I :-· ~ S~ y-IX . ~.~e.~.; ;·;:...·c+ ,Cl±" ·"'·,.r/ g 0 /.:'-.. .. i · 1 _ lath and portlarid c·ement -plaster W/" No.-11 gauge. -"'Y l I/211 -long, 7/16" head nails or No. 16 gauge staPle, 7/811 leRs, -~ Use·-1;2rr Gypsum wallboard or veneer-base, W/Sd Use 3/4" t ----'''-··_ .··~'{1/.~8-·_._...c...c'-o-o_lc_.r_··_o_r_pa_r_.k_·•'-,r-n_•_i_l_s_@~7-"_o_.c~.--·~-·-----~.J.--;_;}_, •_o_:_c_·~--+--'-•·® NOTE: NON-SHEARWALL ANCHOR BOLTS MAY BE 1/2(p SHEARWALL ANCHOR BOLTS SHALL HAVE AN EMBEDMENT OF 12" ~. i ·: :-. __ , : 1' MATCH LINE ~•,--------------------"'--· -·---------.. --r 1·>SEE SHEET S-2 G ---------- -I df Co / >JOO ►,<,) , -"',11,,S' <J) F t'J'. f'-~05 .'/, "' ;, ,-~~~( ..:. ;' ~q,-< . ,? 4-'..tplt ' 0 " ---·-------- ;'iffi .. 9+~<': ~ .. G;i .,qr;+ -s,,,,.--.., L.-G, G ~,r, 1,J/ --.r?C--'sc'f r?I -_ SJMr'S,,~i'_j Ce, cJ~-- CGt-UMN !!',t,..,-;-;;e-- (--~-t-~~ c..J.: -- ,1"-~ t I I f.· tlP " '! ~ "I hi I "''i· . / 51 ~'\~/+"~ -<:'f/ IK--, ~~. =,1 . I P_c,·o -;?Its. r d- Lc:t-.1(·1 ~ tc., i_~'-i 1'1 ~-.< w~t31ief-,-,-Q -i¼;', ' ' A '1 ',,':::cl Q +U'~ '1 I -t T-~,, t-,1' (/'-(! ,C,. G ,,;;; fbST 1..i/ ,~~Mf'60N Ce, G~ cc-1 UM."'• B-A..;--::if":.. ! -I 12.•0 • \ ' ' L.. 11 I 11 IO-o ----+--® ·~t-----------------------------------'-'------------:--'----------------:---,---....,---...,.-:--,----,--,-....,....,....,....,....,----,.;...._------------'-----'--------'-~---------------------------------------------.T-·~·~----,r---i ! . _ FOUNDATION PLAN -South, , . , 11:,~~.A~~-o" 1 lli '----------~----------------------··-------------------------------------------------------------------------_,_, _ _,.i._ ... _ _,_, ____________________________ J.. ______ .;.. ________________________ 1.. ____________________ ,1,., _____ ,.;,i __ _. -- EB KEY'PLAN CONSl..l.TANT GERSHFELD ENGINEERING CO. Structurat .Consllltants 1055 E. La Habrn Blvd., Suite 6 LA HABRA, CA 90631 {213) 697-7871 AF'FROVED APPROVED '-~-r ~ .. ~ ,.-' ;i..• NQIDATE ,BY FEMARKS i FO.UNDATION PLAN SOUTH DRAWN f',.. 'JRE::S CfEO<ED DATE 4-'1-88 SCALE 8"= t'o'' JOB NO. 8601026 " . S-3 "' @I------'----- ---------· -------+--------- ~ I ! ---!,---------- _________ _,_ __ - . I, ' ··_::=?~:J:-.. J._.-:~.-.:: .. _;. ,-, . ' ' " • "' '--,b 1r->J-S ~- ,!_, t---- oJ~ ; \II (J <,l\J, - ' ' - ' -..,_ _, ,,... - ,,~•./.,_ c' t ., , -1l, 4 "1G1 O•C• / CEJUN9 .Jol5~S I i I ,' :t::Jt=====~=======:::----=---=-=-=-=-=-=-=_::::;---J,----------=--------\.-l------===========-:tt;' ____ ~----+-~-----tl_r--------+~----,j_j1'' I /\'\ j ,------- r•-,--~----- j - . --' ~ 0 ,:: • ~ J (\ (lJ ' . ·--, -- " -, ) X ~ i'1 ------------ , ---@ B CONSlLTANT ' GERSliFEtri ENGINEERING CO, -·S\ructurar <:onsuttarlts · i:o·ss---E. Lti--Hi:1bra ·srvct.>S\1ite 6 --'.cl~ l'(ABRA, CA 90631• -- · -· _(~la) s~7-787.} ',· . • ;_ >' • ,,_ I _. ,: __ ,~·<· Al'!'ROVED APPROVED I ~{{(jj;1t4,, C<Jrt>.20 (; NQ[DATE BY REMARKS ,. _t,:.lliNG < _i >-I .-! ' !C'l>ETAIILS & ----- :;}FRAMING PLAN! I DRAWN Cl-f:CKED --, . :--:-· . i ' < . DATE ;$:-4 . . "f· SCALE _./ i JC6NO. { -, • I I ' ' F-=---✓-•. -.-- ' :t • ,,-' -' t .. , ,·· , • ! .- I -. '- , J I , I I : I / I I f ' I ,' f I I I f I I ' I I ' _, .' I j f / / i • ' f ' . - I 11---4-''------ll ' ' I -' \ ·--------1------ '-- \ I ' J ___ _,_ ______ ---4------------11------- . - --· ,,_.. lfDli'- '>-f>4'.3,J(/,:,,,:., -,, , C: = t-:~~ ~✓ f ' ' I y f i I i • ;----l"ij•'!\,.., ---.ti ..-'::-, "' - 'T,.,_-,,__;.--l_:-· ' - --- -' ' I l ,--f,<('.;. tet,t,~ l,j/S 1G<d. -~ <3l !~'c,c:.. • G'1<,,J,-----'"<t<I- N,&.it£, < i' ...... ' ' . -p,:,=-1" Gt<';< ' ~ _J.,--,,,::,reo "ti,?. !'V---1-i --'\ - -- ~e,i:" . .-;; ~= __,_.,._~- 't~ M,:>,c. £', .. ,:+1:;,-;;;,e:~ ~TP l,J.6o!.I,.. sro ~ '• , -- l 1 --- - 11 _.j f; II.~ -4--"1.!:-:--f -J,"-_-f----1 [ - '--- -- r-~~4 I -~ Jee; f l';JZ t"\.Mi • tA~ftr'r.) I_ ~UDE><~ c,-~~~"" ,, • • • 1 I I :v :1 t'><& ~!=! !,.I/~ -lw _j N"-lL-6 <'.,l~ -en.IP e:121"!:-« • -'--!!~,------ ..:_ _ _.f ::. ' -·. -------- • -·&CJ,Jfi _., -~ _. -1_14"-~i ··--~ c-- -4· J(,o4l"l),,I~ -~ (j,~ END . I 7',----;£"-C,, ~ 1114• .. C: • Fi'l~IN:!, • --® -® -. ----~® ---® -- - AS BUILT QTY OF CARLSBAD MlJNlrn>t.. r y~ ,-.,,ri?CTS • • ._ .. • • EB OONSU.TANT APPROVED APPROVED NO DATE BY CRAWN CI-ECKED DATE SCALE ' J 'KeYPLAN _,-..----".!!'~ ~ ~- FEMARKS ' I 1 -~ . -, _;,:i ~~ -,_ ' .. -~ . - - -0 __ , "j j ; • 1 ~ @1----- I· ;;i, ~;,1-n-: li,::.A:✓E- ' -2._,,,'8 ~ 4.8,' o•C, ---------- T;i::',;.$ v-1/-9· 10.::-I N~:..-~ '~Tei r~.,~.Fn~.p.,. 1. ;:A:;.H E;Nt> MATCH LINE I EE SHEET S-!7 ' @1Yc ! !"e, -,,} T-"'' .,;,HT-. _ :i.,~ c~~, -~"", W/3-~l(.;i--~ ~ :G'j,,,e;, · '~ .... ' I. +r~}rc,!! -t f"'• GHJ' 3 0 i DIAPHRAGM NAILING PLAN . HORIZONTAL DIAPHRAGM .; 51Mf"':" . .!1N ~; r 2:i 1 $ + 1,;J.,:,11 r,i::;. F. 0 11 Ii J-k.-1- 11 ·• II · , I \ f .Z.Z-~-~ .,r; ,_,,, 6HT- ~-ol ;,a . .Stt"i· NOTES: .. NOTES CONTINUED: -1. JOIST . MANUFACWRilR SHALL BE RESPONSIBLE FOR STRUCWRAL CALCULATIONS, SHOP DRAIIINCS, AND SUPPLY OF ALL SPECIAL JOISTS, BIJJCKING, BRACING AND/OR BRIDGING REQUIRED TO SUPPORT AND BRACE ALL MECHANICAL EQUIPMJiNT, "DUCTS, SCREENS ETC. WHICH . ARE SUPPORTED BY THE Sec<iND FIJJOR J,)ID ROOF, 2. GUIDE RAILS FOR THE ELEVATOR MUST llE ABL"E TO SPAN BETWEEN STRUCTURAL SUPPORTS PROVIDED AT GROUND LEVEL', FLOOR LEVEL AND ,ROOF. . LOADS IMPOSED BY GUIDE RAIL SHALL BE SUBMITTED TO TIIE STRUCTURAL ENGINEER FOR VERHICATION OF THE SUPPORT DESIGN. 3; THE SIZE OF WOOD COLUMNS AT ENDS OF "SHEARWALL SHALL BE 4X6 WllERE HD7A OR· SMALLER IS USED AND 6X6 WHERE HD20A rs USED. '4, TllE ,. s1zil°oF THE .WOOD POSTS SUPPORTING BEAMS/HEADERS SHALL BE ·,• SQUARE . WITH 'THE DIMENSION EQUAL TO THE WIDTH OF THE MEJolllER • SUPPORTED UNLESS OTHERWISE NOTED. . ' 5, ALL HARDWARE FOR BEAM TO COLUMN, BEAM TO BEAM, ETC. -·· . CONNECTIONS SHALL BE SUPPLIED BY THE FRAMING CONTRACTOR,. "6. 'D!ERE · SHALL BE NO HARDWARE EXPOSED TO VIEW. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ERECTION IF CONDITIONS ' WHERE ;urs REQUIREMENT.IS NOT MET IS ENCOUNTERED.: 7. · ALL EXTERIOR WALLS' ANll. ALL 'BEARING WALLS SHALL BE 2X6 @ 16"0".C. NO. 2 DF-L UNLESS NOTE)) OTHERWISE, ; 8. t.LL · TJI JOISTS SHALL BE SPACED SUCH·Tl!AT THEY BEAR DIRECTLY OVER THE STUD. ·· r-·, 9. ALL BOXED BEAM/COL(iHN FRAMING SHALL PROVIDE · FINISHED DIMENSIONS AS SHOWN ON TIJE ARCHITECTURAL DRAWINGS. WHERE 'ARCHITECTURAL AND STRUCTURAL DRAWINGS ARE IN CONFLICT NOTIFY ARCHITECT AT ONCE. 10. THE j.OCATION OF ALL MECHANICAL EQUIPMENT SHALL BE VERIFIED · WITH MECHANICAL AND ARCIIIrECTURAL DRAWINGS. . ' ll-. ALL SPLIT ·sruDS SHALL BB RrMOVED AND il.EFLACED. 12. ALL , STEEL PLATES (INCLUDING SIJolPSON CONNECTORS) USED FOR BEAM TO BEJ\lo! OR BEM! TO COLUMN CONNECTIONS SHALL HAVE .VERTICALLYSIJJITED HOLES WHERE A BEARING PLATE JS PRESENT. l'.'l. ANY WORK ' PERFORMED ON THIS PROJECT BY ANOTHER ENGINEER WITHOUT THE WRIITEN PERMISSION FROM THE ENGINEER OF RECORD SHALL AUTOMATICALLY REMOVE ANY AND ALL LIABILITY FOR THE Wl!OLE PROJECT FROM TJIE ENGINEER OF RECORD. 1 I l.o• , ; ".DIAPHRAGM NAILING . SCHEDULE .]·-__ .-. .. · ·, ·svMBOL TYPE . ' ii Q..;l.' ·O .i CD Use 5/8'-' Structltral ._I plywood, .sol-id bl{lcked, W/8d flails-@ 4t,. o-.c. at di.aphr~gm .l1oumlaries and coi1tinuot.1s panel edgest @ _6., o-•. c-•. at. other _panel-·edges, @-12t1 o.c. iut-ermediate ._ffaming • I CD . members • . Use 3/4' Structural 1 __ -pl}'"Wood; so_;!.id ·b:tocked. Wlad __ -nO:ils @ 4 11 --Q.~. at diaphragm. boun<laries an4 c_ontJrmous panel edges, @ ·6° -o.;c' at ot_hcr panel edgesi @-101-1 o.c, intermediate frari1tng members. - Use 5/8'' Structural I '. plywoo(I.~ W/8d na:Hs @ 6" o .~. at supported -end 1 ·.@· ·1211 :-o-.c. ·intermediate fram:i,ng members t ~ Use ·.3/411 Structural I_. p:J,..ywood, · -W/lOd nails @ 611 o.c. at suppo-rtec:1 end, @ 1011 -0.c. intermediate framing _members. -·list:! 5/8" Structural I ·plywood. solid block'ed·, W/8d nail$@ _6r' ?~c, at d~_ap-hragrn ~Oli_nderies-and cont,i~uouS_ p·anel edges~ @_ 6T' _o.c •. at .other panel edg!=St @ 1211 _o-.c.. · intermediate framing members. . --· ' ' +-2.0-0'1 / ,,o-R &x-1 --.~-~~--~ .. ~ . .:1-0 -~~· ----------. f. c;,,10 ~---. ..... ------ ZO" T✓l-55 /2 IC, "OC i: 0 0 (l T·"'·"' . ... 1~'~~J T•-'' :::i • @ USE 5["£2.15 ,/\ TD ='"LICE -sl i..,,or;;,e,S:: eN100'"-WNI, I' o.-61-i r: FJ••,'>IE- ' ' ~ e, X I 0 COLUMN I I I I ; _. L... ,z.YJx eJi! F-,::'U~ f!...A-.C ,:.,p ~-8'-~--x,p fic""si;NG1 ivf';. <;jf''""'" q <>I ==,,,Jc..---l-'---=-1 ~ ~ 3: 1'0Ti&O "ru::e- @tof' fV-,1:1' E:N-Tlf'E-WN e 1-./ 5-9 ~.,;,-n:'6, CoN11N) ... pec:;; 14-Sn<~ctu f<A ,:_ "'EA"IS ,o ~•I-IPF'<'l<T i"l=-1-v>-N-ICAL Eaou1P"1~,...;c SH...,,L--Nor @oli"-'-11:. Dl"-EGtLY =R. I Nt>Ji<--J=<:--rt.. Y .,.,,_. rt"~ c:,;,;f<-Ea, UN Le.$.!'~ ..,P E?-C. If' 1c.,.-I..:)" Sfiet,N ,-,.,,_ H.._Y ;"_,-J 11-!e:&e p,v-WINC,'-, .'W14-,9o COI-UMl'I f--='i-1 Tf P. · ..J8 ~ £.,'!> OG.Jl.i.lMN I "'<!c- it' r1n"J l.ll ,-4,G rnsf I !CIAL o-p 7 !'; / ~DL1NE k i ' ,r , I I ' Z0" T✓!-55@ l(J"OC. 1 \ W 14,x<9a il:J'ITJ 12,1.,,:_i:_ =~UMN + 1.:i',--0~ T-,o::,, ~ ·_ SECOND FLOOR. PLAN -, North 10 a f ,Z.4 ·CJ ! ,, .,. ·e.-2. ----·--. f, ~--.S-tffT ' \ I -:--! .d, -c::, f'O• f' I 5/8,' ..::: TT~ ~·Ufi:i"::...L_ . ! r..> .... 'ft•J:~:"'.'D 'N/ ;;..~A N;:,., L . ..s, . ~'--c. '.,,,c, A": .:-:vr+or.::; e=·r:.. F~'-,fD, --•-i ,·:...: o, c, 8~ :1'-iff.:P.Mi='-D:,C:..fS- r-~(N Gj-MF-tv! t"';f)-<.;..::. -------. I I i3 •o ~i•. 01 ,5,j.ff' HEADERS TYPICAL HF.ADERS THAT SUPPORT ROOF, CEILING, AND WALt LOAD ONLY UNLF.SS NOTED OTHERWIS~ / SPAN HEADER ;" IN 611 '•. \/ALL O" TO 3'-1111 4' TO 5'-llU ··6 1 TO 7'-1111 . 8' TO 9'-1111 0 ' 6X4 6X6 6X8 6X!O HEi\DER IN 4H WALL 4X4 4X6 4X8 4X10 UPPER ROOF FRAMING PLAN I \ 1+11 r✓t i 'I-12/-'6,_.f r.o, .s r: ' I -:9-0 // r,o,s~iT; / Efa-;,./!ti Z.,6 $ 4-e,· c-c, TIE-f:. :\I/~~ 1C cl N.A.iL-5 INfO RP•l"';;TE:f'-b, e f-:...t."-Cl ! [;;:,.ii..-', e.r,~e.1_ t:?.L!::'.v", A tl\ UPP!=!?_ l<C<>i'fi _/ 5E IE A ecv. ~ (\ " - \~ :zl--1-- -J SIO :2.< C LC:06if';,f< ''1/ 2.-,~ N,':..IL.f__, (~ fd ·,~,<~· ' '..J-:".-e i:-:lf-,!R;:::oN 6Tl0'2...¾, 5Tr:.:-µ.? ~Br..ie t:'.,p:_!c'::-(S) CC~Lll'<,:i;', . • F,-'(W(.}c)-O, .SEE O'A~,-,r<.,1-...:.;-,r,.4 N!'--jL-.INGj .:.sc-i--ir,:r,...\Jl . .1_:~-p-c,r..i... tHl.:.:.r(NL-==-:'.~t, /'-NP-v,...i~NC;j, ---© -->i.--+---@ SCALE 1 /.8"·-==-.1_1 ... 0 11 1 E9 KEY PLAN CONSU.TANT GERSHFELD ENGINEERING CO. Structural_ ConsuJtants 1055 E. La Habra Blvd,, Sutte 6 LA HABRA, CA 9D631 (213) 697-7871 APPROVED APPROVED NQ! DATE BY FEMAR<S SECOND FLOOR/ROOF FRAMING PLAN NORTH DATE SCAI..E "18h: /o" ..ce NO, 880102'5 F {) G I-'"~ MA:~T_C=H--=L=INI;_ EE. SHEET S-6 0 ' -,o lwT l!i : ALL kl &<:.!-I. -... , Pi<E: '"i-1 P-po,-. T'& 1'1"'1" '!"<> f'.!!¼t OH lf~De~ 1,/1,il.f:6€> SPISGlt-iC...L,( SHoi,iN, 1 +131-~ f, o, :s-~r, n 515 ----~----~ 1 . ' . ' ' 2. i 'I l:Z.-c, 1 I I ~ J::I; El _,_ - l 00 IG•O ,, 2,24 3 01 vie >-1,e,L.e-..4,-1;,""" ea..-~ 2.~10"' 12.4'"' ~ct?p·· ~!:;'i . \ '1....._,__~ :-~ £2 +2$1_,,l 'f, " ,;,ttf- 1<'1 psie:. ·. '614 12'.•10 . . 1,sriiis ''·I +ii-+" . \. l~·o'_ T'<o•6eT• c-,,,;::,....i f,o,p. CP 01f ----,--•----! ------___ _,,~, \ N ~-0 ~ de 4o'-o I 3 I 7·,o,..:_;HT L:s=Ave-,.. \!I t 4 I I 15':,.-9 1e,!.,,11 · r: o. ettT ""'-'E.-----~------- e.'. 41 . I .. -f-c=.,;_..+--~ . " '"'~" ,;;~14' : 1> .kvl-="lh'/(-~'.-- Je, 51!5 ! f ! f ; ~-~H-H' ',,, I -,ZO . --·-· .(I " 011 • * +Fl1-o0 d\ To, P . • * ·1 -.:._ -~' --- '-" ' .., 4xo /i ' • i 'I ' +10-0· I r,O,stf, / "' t- +b~ o 1 T-"'' <SIIT· 0 514-/ 7YF: 4- CDRNl=.RS. f 1,,L,;11 r'~"~ 1 4,,e, t:41,...-c; I • 91 · -:~r. ,,...""" 514 ' +-14-• .::, I' "' f.' 9 ~ .c,il 1 1 22 514 CONTINUOUS L..E.OS:ER. 1'15 c.lNF:. Fl"Of'f IO T" 4- W ffH t-1 S 7" 0 ~t. l ,::, ,e;. ... 1'7°~0 1 T•O, ettT- ~VE, ' f 1-=, ... -0 , To,.Sr!f, e!AVIS , 5f 2:21S ® SPL . ~ ,7'1'P. 4-PLACES U-115 ® ~- + ,a,1.,,1 . . .. -r. 22. 514-1 , tit-JD. P. 4- RNERS t 10-1~ 4t T·"'•-b#T· +1J-'1'i T•"'' S~f " ii {) I ~ 1a}.c:,: "'"· fe I , ~ 10. !=, -r o, s~r, Ci MATC_l1_.,.,,L,,.,,IN,,,_E..,...,,,..:.. _,..,. --1--1 SEE SHEET S•6: K THE STRUCTURAL DRAWINGS ARE SUPPLEMENTARY TD THE ARCHITECTURA~ DRAWINGS. IT SHALL BE THE flE:13PONSABI LI TY m= THE GENE UAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE ·INSTALLATION OF STRUCTURAL WORI{. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEERS DRAWINGS, SHnLL BE ~ROUGHT TO THE ARCHITECT'S ATr~NTION FOR CLARIFlCATi □N. .ANY WORK INSTALLED IN CbNFLICT WfTH THE ARCHITECTURAL DRAWINGS SHALL BE t::QR:RECTED BY' THE ,GENERAL CONTRACTOR AT HIS OWN ~: EXPENSE, AND AT NO EXPENSE TO THE OWNER OR .S,' .ARCHI1'ECT. ~ r-----~~----------------------------------------------------------------~-,,-.-,., ..... ------------------------------------~----------,--------------------~---------T"':'"...,.,...j . I · ROOF FRAMING· PLAN -South. -J.>.:., v,f , SCALE 1 · .· 118'=1',0", ... ··11.,.._ .... ...,...,...,-........ ---------.................... ;a:--_ .... ___ .... __ ~ .... -.... -........ ----------------------..J.-----.... -.... ..;. .... __ ~ .... -...;. ... :;.~s-;.,.,;·_,;"""'.;;0 ",:;;•:.,:,;.i:~-.;;;•;ii:,:c"_,;;;.;..::.:;;....;._.;·.;j;;.:';',:J.:-.;•,!•·~--,ii\f"~-;:c,L, ________ .... ________________ L. ___________________________ ..J...;...:. ____ .;.. ____________ .J,;;·a;. . ..;,;,,:.:.;,.,.· :...i __ J _"II -·~ • • EB CONSI.L T AW □ KEYPl,AN GERSHFELD ENGINEERING CO. Struc1u,al Consultants l 055 E. La Habra Blvd., Suite 6 LA HABRA, CA 90631 {213) 697-7871 Al"R'IOVED APPROVED ., ,• '? ' ·;1}• . ' , '. / , ' ' ' OODATE iBY 'FEMAR<S , ' ' .. ' ROOF FRAMING PLAN' . • SOUTH DRAWN ~. -r-f,i.;E'.,E, Q-ECKED S-7 DAlE SCALE ¾ 1, = i/·o" .:!fl_ --~- 4'fii~'::00~ JOBOO d80IOe5 ' ,, ,. ' .. t-2.]•6 o· T"·F ' I', B ' ,_ \J ' _'.) () ' -~ ~ ,to i{) ,I-pc s11-1, 7 ,,,,,,, uP •J' I j .r: ... ~ ~ 0 r,o.i<? ) ·a';:-' - ~ () ' -~ ~ . . . ®- 9 ~ ~o ' ~ tr ,YP -r,P' rJ) () ... , :{ ' '-I' <;',I -t,I ' . "' G ! 1YF. L,NE '',t,.'.1 ?~ I PLA<J~S J ,' .f---7-:;;-.. ! [ 11 12.4--0· TY f" 4-Fl-A,.GE~ w ,,.,_,._ 14· ~+-"1'5' .,cJr<'J1e-TUfv'-U 1 C\J 1 I) L•"'j 1 =-t---1:.:,,·,.,> u r ··1-. I ➔,:;;;:,.0-0 r-o ·-6il;' I I I ' I F-T~;)_:.ip W/ 8 d t-rA-iL · .--';~ G' c:,,;::, A": SUf-Por<fF- ~'-10, ;2..1 '"",::, .PIS'.LD• JNE'Jl,;..'1.:-iLt"'-D Dl,Afl-lfc'./'·. :'vi ROOF FRAMING PLAN fJ 12.x I x4 ll€A0€R {TYP) r+---iStMr -4-,S11'<1. 01~ • I + e."1-d ~/ T"' a··--~ 7 514 SIM. t' 83-c/ "!""; CJ, r.t- • ,.,1. "'f ,-. o. "'>-IT• !'V'.d1 Ft.'rWOOD 5Tf'\\JCfURAL -:I we d NAILS ®-.,, o. c. @- suPPoR;fED ENO 1 1-:2.11 o-c.-FIE:L..D. UNBLOCkED DIAPHRAGM @--- @- ' SCALE 1 ..... ... fc .. (D ... \. 5 '1 .. ~-:,. .. . ,.. . I . ' . -b ·, -. I -I J_ ..... I ~' £ ... ~,er -' ··- ,i><4L<U·1?1'\ W/-t ·l4J --... NJ,.-11...:, ~NTe. ~-Hi """'0 ,._,-p /I ,, .... . . /F ......_ -----. ~ / ;/, I/ 'i'.t4-cEDl1R: l-(lr,-1c,J // , "P:,1-,: ,2~ NAtf..-5@ 1,:;,,I'~,,:'.,. --r.,.r.: U,No • . n n -/ ,F;,1-(1/ U I ~ .,e,.:4(~ 1-ul' e;>, C..., " II\ -~ C:1::':1UN.C1 -1c'.l.St5 ~8 "0~/i . I'.! " --r«-r·0 ,) T •Q l ~" " "'/ {i " ' . = (bZ " '"/ J (,>) 5 7 I ~& 't--~ lll ,J, ,\J \ • .... I I .. -. GJ'\.. \ /'i ., I .. ~ ~ ;\ 1~-:::'Q "'. ~ -• I Ii , I . ·- ' I .. I i ! ; ' I I . SECOND LEVEL CEILING FRAMING PLAN I . .,J e,\t.-l t:i... I . . . ·--. . I ·f;<.4 @1(v11<47~.C.- r::'--Ejl JN(1-IO!~-;t:"""~ T--{P-. ~ ,z "4 = <ce WI '2 • 1<,,J. 1'1.N'.S iNlb le'."C>I S-n.llJ -r-(P iJNO. ,. SCALE 1/8" = 11 -0H 2 THE STRUCTURAL DRAWINGS ARE SUPPLEMENTARY TO· THE ARCHITECTURAL DRAWINGS, IT SHALL BE THE RESPDNSRBILITY OF THE GENERAL CONTRACTOR TD CHECK WITH THE ARCHJTECTURAL -DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL WORK. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND THE CONSULTINS ENGINEERS DRAWINGS, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION., ANY WORK INSTALLED IN CONFLICT WITH· THE ARCHfTECTURAL DRAWINGS SHALL EE CORRECTEo'-,sv THE GENERAL CONTRACTOR AT HIS OWN EXPENSE, ANp AT NO EXPENSE TD THE OWNER OR ARCHITECT. -~ I ~---"'-----------------------------------------------'---------------li,o---l-------L....-----------L..-------__,J . • • • I □ EB KEY PLAN CONSU.TANT GERSHFELD ENGINEERING CO. Struc-turat Consultants 1055 E. La Hatira Bt11d., Suite 6 LA HABRA, CA 9063 l (213) 697-7871 Afll'm\lED ,.--,. -' . '• ,_-- _,," I ••·J.,,;,.,; ' ' \.,\'_#"'.. •' -. .-._ \,._._, : ¼if.,~rl\. vi:,,,/.'.:. ,._ . /(> .... .-->,, ,.,,.,"y ,.'~/ ' :::.1 • ,< ' ' (' < ' , •• } ,-1 ~ ,, Cl E ' "'-/ _ i'. I 11 '' ~ . '11·7,l· \ 1 ~ ' I 1 t-0 J, ,\ q; ;,:,, 1y£' \ -",:/_/;/t/1/; l{Y-~ t ✓ , r ,-1 ct.-, ,_;•· Afll'mVED APPROVED V -{> ' -")l,< ,,,.,, . . , ,. -/ • . 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GT1-!P.=, -------®1J1>"' ~ r <>f' 4 B""rr <f<t. "I <ii> ,~f' ~ f'<<"TI, ,;.,-e M.-"i'< f"OK'.. LOO::::-Anc>N iFo'TTGSQ ~\,-, ,c;, .( ~R<>UNO -'f+i'~) W!<I f'{ C\Ho-N61CN.s>-- W rn+ Aliit-GH.lff,t:... r r ~MW~c~5, , 1'f/'i ,__ __ FR.OV•DE. G -IG d NAILS, Tfr? U a I . . . ! , ,er_ ! I I ! ' !__ Cl.:.lUN~i ..,le,~ A;;Q. A.>->J ,-'l. ~ 0 BR,!--Cc, I (il '2.,fll.i:,,i:;_., I I 11 + 7 ·<;>. I i I I -1-· I -c,, 00 F-F. e'.I.EV. • -VP'2.1P'( 011·,q'.~Ns1c,r--i<'".....- WWI+ ,.,S.R.L; t-tlfE."C""f c:::t..41...!~ J.~--j>'.,'ns Ao>K .c··c-"--1-I / / ----1/kfl~- .\ I I I l. ,, i -----'.=> I I j I L !1-0• _j__ -, I' ' 12 r 2., 10d G'I ' ' I /1Lii"t•~•jl,v, -'2..>'.G @__, IG-1 O·C• HALL srucs 1---:2.-2.,G ,-op / R?ATES . Olt,.1P-::ON tJ s i ~ (!,, '24~ l>-•C• _ ___J £.)(,4 /;)J,),lbalc,, Gt\~ ,~ ,,61De1 H,'w c.i ""-t"<>NL-"1' . --1 0 5/MfZ'9N 6T If-_ _j-t;7II-· &4 @ I <,,"o, C, ST"~F@ ~uc. ,c.,.. 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' • c;.;.Ji □ KEY PLAN CONSlA.TANT APPROVED APPROVED NO DATE -BY REMARKS DRAWN CI-ECKED DAlE SCALE XIBNO . ' T'(f. "-1!1-Ll!.V-"' df',J ' ., .e -~ '· 0-! ' '' . I• . . " ....... ,f ., . o' .. .. . " • .. , . ' l . GRADE . BEAM DETAIL SCALE, 1 .,___--'-___, 314" = 1'·0" ,_ -. " " ' ._W COLUMN ,, . ' ' . - ~ .. I I I ---I, ~ 'CJ.,.,-<!:1".J '?" 1 :SI , t..!H-eici=: o --· 1 Milot I I -~ ' + ,i. $f!Ri<L/f!i!> ' 1.1 ' . d \ , Cl . ,, II T'(F.' ,..,,_ WHER!': _, ·= i I . .. \ \ -I I -. - ' i--r--t---., , -';t. . X . • X ,; . 'I' . ,----.a...'-' : I "7 . ·,.-.. ·, -' . Q . ' ,,: '• -, -1# • •• . -() ' ,J 8 $11f>1').lp$@ '-..! jl• ~ I al!!!, DE!.TA!l.-I . -,, IL , . J'-oP..•fll"<'fN.€j -,. @ -. ,, .;," -l'l ' .. I . . ,§ie ' , ... r-~ . ) . I I : -µ 'J*P,1>,FZ,6 @, [; ~- -. --' ,. ecrr, •• ' " . ,, , . . ' ._ • . '3!l' ,j f. " • :;: , I ' "'ill ~ -d~· S'' . J ,,· I . ./Tl . . . , "I ' ~.-.. = ,Ii . ., I ,, ~ l. • < ! . _, . !O -,. -. -. . ' . . ' " . .. .. .. ' -' ' ' 11.,} 11,,,,1 ,_ ' -C . . ,:$'E. =c,. hc,N ~ - ' ' \ . ,! 1'Nore:, use ASTM A'JOG FOR ReBAR hJEt;J;)!=O TO COLUMN \' -------GRADE BEAM DETAIL - j I I --✓ l is 8 ,r,:,, ~ 1/,z --~' . JO;_! TJ'!.UC fUML-TU~1Nq V4 V ~ ' , ' ~ ~~ t-,i1N, ti" ' • I I • ~I .:i<>LD ~ r. I~~ 1 ·9 ftATS -~ ~ort=er . ,:£E.. c::>E<f 6A/.Sle> to,oc} I _JE ~--~ . X " ~ -. ., \ I ~ -'. -9 , .. . <, ' . ' \J :, :, .... ' ' _,, 1"' ., . ','1 . ; I :-!!!>,r, 'ft'!" ------··-< E><>Jjc>l-1 " ' 0 ' ' t.-'¼',j, A~ ,'o:J• t -,_g -' . -~ Q'I!!>• ' ' --:lf'e<::1 .. L IN&f\!G1}0! , ' ' . r ' 1 12. .. r $ I<;, ,,o, SEE! ~ "'I T£¼T, l-,IA.U.. $')\JP,& ~I'"\ ' f!Ni6H F"f'-. e.. .. 4 i"V':-T~ I.JI INTE,:~~' ~, )1,. j .j, f •e, >{ ~ I Eli"1 eet,' d!iee. ~I~ ~ ~ ' <!, ¥ •.• , -' \ IL.. ,, ,__.. ---4: • • " ' " ---~ ~ V ._._ -- 9 I TYP. NON-BEARING WALL CONN.1--3~-~-:.....,.~~-0 .. ---1 4 \& PL'rWCOO CD-)( it r r ! I ~ ~ 5f1.JOS ~ 24 o,c, I ~-j~_ I I r-- 1!! ----------- 1 t~ l TS @ COURTYARD ..,__sc_A_L_E_-1 S 3/4"=1'--0" " ', r ' ' ' . ' . ' ' 1·, . ' i COLUMN BOX DETAIL WALL i.1-el<l: OCCURS i . -~ ~ COLUMN BOX DETAIL "I' -SCALe. 6 ( ·SCALE 7 W IJl.x COi,.UMN • SEE -PLAN · FOR SI.ire ior.rJ: WAl..l-WHI='.~ C,CC.UF-!$ I / .-~ .... -~ COLUMN BOX DETAIL COLUMN BOX DETAIL SIMPSON 5T22 DRAG @ GALLERY -' wa~ COI..UMN ~ei]tl WALL -,:;,,(; e1MP~ON HD.5:'A----'- .(!,K -sro I GXGfOSl" 1 '--2,.-.' 5TD \.JAi.i.. ~~ A.B,'fYF. Hex 4•<o POS'f' !,,.j/SIMl"SCN f!PC+lo 51/<PSOh/ HD5A (F\ ,l-,--"-/--.f+-'~W_5H~IM__ ~ .- 4..+----.~ ----+---+--<.F ~o 4"BBM c!. \_ ~ <I> 1'!00 • 101/1. l rd/2 , .. , ~ • JO 2,-J5 PF-~ ,t; ·eo" """ ¥4-' ,t, A::;o1 A,!:,, "V5FB:IAL N.SPECf!ON SCALE ~ DRAG STAUT C.ONNECTION ~3 ,,~-~:-'1~;:;...~0 .. -114 GRADE BEAM @ GALLERY SCALE 19 I---"---! 3/4":t:::1'~0" f.><4, sp.o hlAI-L --2><4-EITUD5 14® SE:E SEE AACH,.: ' ARCl;1, ClsW!l::, ~5 i::.oNTINUOUS 1.-W..L A5 OCCU"'S f •• 4 C:1>1f, ' r(P. ~ G, S! t:;;l<.T .SI.Ae>, .se:e.."' 'a;e ~-6,UOP!!!,. ~f---'1....-±o_,<>d • i::t"~Pl_e/-'+, ,_,....,_ ____ ,__ __ ___, __ -\9 SCALE co Q i--3-,4..;....",.,1..;....,.0--"., 10 LUMN B X DETAIL --.3~4-"-~-~-~~-0 ,.-f15 GRADE BM. @ GALLERY ENTR. SCALE 314" .. 1'-0" 20 4>G POST .W/SIMPSON EFC ~ SHM , 0-· t I _9 Al'i!CH. ~~ i i ' ,: 1 + 1~14~11 !+ i[~tr;----.-lffill' I + • , ·-·--·-l! =j ' 'L-'b< ,,, I .. l t,J e, X a,t.. • :;ee.FCN,PVN \ I ' [g MIN, :,.,WO BN=e ;a, 'c'\RAIT 'Ii> ~ s-te. a:-.see.~ .Se,/E,1'2, ~oss ~ ,of' .$ eiorr-.::M ~ P.f. .L - < -~ . Jj 1' j_ ~ \ - ,, . I -. . . I t::i 'ttE!~@ e~ •. .,. ., t e T1E:'.$ a 7 ""'" ' .. i-ol ' . . . i-_-=3~=~,~=\~'--0,-.1, 11 COLUMN BOX DETAIL 1----31!-~ .. -~7.-~,-116 GRADE BM. @ GALLERY ENTR. SCALE ~~---121 314" = 1'-0" 4" ElM. ' A13o-,ie: ei!!6 FRMG, !'VJ',.i ' ~ I \ •,•_ ' ' ' II , ... pqe:_ e.A-1'5€. fl'.ATGi--ets~ DefAll,. 1'2./6!:, 4-kl!I NA!t.ef<. £."-a,u,,;-, W• .... s.-~ l ~ ' I l i ! ·---- ii :j -~ ~ 5f1.JOS e M o,e. --. a,,4-S,UD6 -D AleCH, ' - 0 ' ' ,•-~1 r -_--~l~ SEE ARCH. DRW~:, _ -\!J ' . . s..,>e; ~ c::;1v1J.-~GjS fj!;f<..SW,fe;;- ' f ' I , . . '• . , ' . '~ ;i.e. TJ!,'.$ ' . ' . t·l: a ')l:>P .-.. •- ' . ' ~ h)81'-at.LIMN, I -I ' ' -• . I . ,fc,,,X, !'~ R' 5Le.Y. --- , .. _ ... ,x .. X ' .. , ., ' ' I // ' ' I ' I ' ' .. ' ' ·'' . ~, . 91 91 ' COLUMN BOX @ GALLERY , SCALE , ,___3,-4·•=-1·--0 .. -'12 ·rs BOX @ COURTYARD 1--3-~4-~~-~~-_0.--1. 17 GRADE BM. @ GALLERY ENTR. SCALE 4• FOSf + -. 2-<G \<Al.le C I .,;,.a, l'l>6T W/ SIMPG<'N ce, ,;;a, c,::,L. BASE ~JLiftt=:-::.:_Q -~ (,\ I -j \ 1 7-....J 8,w. . t ,all I -F'OR FINISH SEE Z~o' ' ., Jq ,r ':k1 I ~~ ___ .... .f 4 ~ 4 fl'ST, j ' ~.,:;i fl:'6T l :'l -f.~Uf\:', 1-J . ' i'-.?,' ~· . ~-----.. ---= - -~1 • STL/05 " t-=-+ AF!!CH. Dl<h!GiS , f I · ' ~ d!, el.-· .. 6!MP!St+i ~P2M ~~LC><W-JN I ::.::',.;~~' "'• •·• . _. .. :, I /,• 2-;'' · • \ o,,,.,..._.,~"" ~ 1-----------0--""'.""--~---,---::-s-=-cA"."'.L-::E-r---l---'--o--u------. --------,--SC_A_L_E--.---1--c;,._o ____ .;.__ __ _,__G ___ E ___ """'_"'"sc~A-=L-=E-.---+---------. -, --......::'-------,--. -=s-=-cA_L_E--,-, -,--_-':l-..:._:_-...:..-....:.......:..----..._------------,-.-S.,...C_A_LE-.....,...---1 i~_,,G_R_A_D_E_B_E~A_M __ Et_A_I_L ___ ~31_4.~~-r-_o .. ~3~_,_C_L_M_N_B_O~X_D_E_T._A_I_L ___ =~3-4-,._~-1~--o:"~8~_;_·_L_U_M_N_B_O_X_@_~A_L_L_R_Y __ ~~~31:4 ·~=1-.~-o·~·-1_3LJ_S_D_E_~_IL~@~··-o_U_N_G_E ____ ~~3~14~,,~~1·--o~·~1~8~B-O_X_W~A-L_L~.~®~A-U_D_IT_O_R_IU_M __ ~~,~-4~·--__ -1~·-o~"~2~3 . ,' r • • EB CONSU.TANT □ KEY PLAN GERSHFE'LD ENGINEERING CO. Structural Consultants 1055 .E. La Hahm srvd , Suile 6 LA HABRA, CA 90631 [213) 697-7871 APPROVED Rt ' ~ a:)41f'.,:::i11;J,. C-;>:.l?.O NO DA TE , BY . REMARKS DRAWN FOUNDATION DETAILS Ct-ECKED ,,_ DATE S-12 -- SCALE ..OS NO ----------------•----.-------------------r------------------,--;..._----------:--,--------,------------------r------------------, " I ;,-..11'2.., 14 I ' -__ j ' ' --~--- ' -, I --. G) ®-'c ir, ' r(J '3 --' W10'4-I -I ---- ' I ,;;___:.__:~- ~ i -I \ ,,...-', 7 J_ '' \ --,, t 0) I l ' W'.2..: ~44 ... I ---t-1111 -------' , . . f==~ 1--• . ' CB EB -EB 0 --,.. p ' .,. ' ➔ ::s -k,..' :::-:u~•-E~. ~~-}~P.~ ""--' t'f: -". -. ~ , W~J,,~t::i: ' ►: ----, ' _, ·1 .- ' ' I' ' -,Ji_ tr I '~ 3 - E: --.. L ' \ I -I I I 8 I ' -'' tr+- ' - -~ -~----···1-----' --- I i ' •-~1---' t "7 - J HI~, 14-. -J ' ' 1--(D -J y !/) :? c w 1--_-"-14-I ~ 1-,~ I_J... 1 --.J--/ f -r ' 4 ,_ -4-'4 -------' -- ' t I FRAME ELEVATION AT GRID LINE "B" tiND Of' .,..,.,,,_, -----.. 1--1He~e ~~ • -' ·SCHEDULE BEAM SIZE PLATE HICKNESS W '2.1 X GZ-S/bl W 'l.l • 4-4 ¥.e' k EB C NNECTION 1"0A325-X BOLTS FILLET REMARKS WED <o •¾:' 'f A~2.S-f' ey,,:;i 0·¾1 fAS25•f o/lc;;i 1'YP. MOMENT CONN, @ COL. FLANGES 1--1~-~1-~-~-: -1 3 ~f-~ , _ Ii, I I ~ , ' I l!il'l!Ars . t ,; l>1' l \ · ~ IS (I + -11: . 0 -IS -~ . I ~ 4• ,"''i I i:,)tl 10!.i! 1/4 I M V ·PE.TAIL 6 -,J \ •-r -~ -.i 'l'!: 11 -, 1 Def AIL. e, SCALE 8 :, I "=1'~0" , '2.. ~'t eci."!l;I A~-2-!'> F', T'(f' ~e,;IFI", PE.JAIL. 1A t k COUJMN I :.1 li . ~ f£F; eCHec<JLe:-e, ,.,F, ~' :s,:u.s, =,Je.Wu,;l~)-----+~,J' NOTES', \, 0NNel"7'!0N Slld,,JN 1-" TYPlc:"1.. UN!.$~ 5A=OIFICAl.LY C:.ST,>JL-EO OTHERJ,JI6E, ' A - 2.. SEAT S]7F'FENEJ'<. ft. S!j6..LL ~E A MINIMUM Of ,,,..,,,-m,c~, UNLte:!f> TH e,;,.,.,.,i e£1NG; =fP""'f'Et> f\A!> ,._ wee rn: 0 ~>-1Ee<> Gli""""-r""' ~~AN , "YeJ JI-) J.llllCH c,._se THEO-sa...r "'nFF Ft--61!'1 I ee-op rue. ~ !CNE:.* ·~. ' SCHEDULE :'fB" ,. , BEAM 5'ZE IIEAM TO COLUMN S!:AT PL. THICKNESS flLLET WELD REMARKS W 12.~ 14 TYP. NON-MOMENT CONN.@ COL, WEB -1~-::-~0-e. _, 0 ' ' i i I J I i • .cJ12-...14- /'--I "--"' --,-_, 4 ---£ - I SCHEDULE BEAM SIZE -1 ,-- I 4 -- Gp I I ' ' : / 11 ' ! .<1\" ·' f I l\ ·4>:=t II I 11 · . .,1,_1 Ii -,, __J TYP. MOMENT CONN, @ COLU_MN WEB r---vl\. END It ~-8--<JYP. fE 14'<2~ K6 ~ SCALE 1/8",;c\'-0'' 1 . . REM,.,RKS SCALE 0 t hJ IJ ~ 2.~ -5 -I '' 1' --• I ' v I I I ~ Q ~- t') , 'j ' , -\'r<Uei..!"R I!'. "'N' -"iC6 -- •,.j 2-'. :;e, ~ _, Ji ~ \ I, Ii _T_l'.2..·7-L .... ..,... I C) .,.O,.S 'T' FRAME ELEVATION AT GRID LINE "10" SCALE 1 /8"== 1 '---0" 2 <jt 1--J COLUMN ,--rue;, or c.o1..,, / WHISF-B CGGl-llc-S -;-r~i,---,t,-'.---,---,,f- 4' 5<:~S:OULE 1t:>11 >----H-~ \I JI fl 11 \I 5H~ rt.. SE-E e,cJlecuU';.. 'o ' FOf'-ft, $ B<>Lf'E',, Nc>TE, THI& c:>E. ;AIL-IS. T'i'PICAI--r"F'-51M,t..y O?Nr-Jeer,;:D E>eAMS OR §lRPEaf>,6 TH,._T FF1AME., IN fo "fijE-J,Jee, OF A COLUMN TijAJ HAS A ~l!Nf Co>NN, IN rH!!C ortt~ DIRE.CTle>N' UNUl'-e,,:, ParMLIJ'!C, Cl fij~Wl';S>E.. . -SCHEDULE ' BEAM SIZE BM. TO COL. WEB @ DOUBLER & STIFF. PL. 1PL, THICKNESS 3/4"0A325-F BOLTS WELD REMARKS W 1'2. 3/i._11 · $ -r'!a;. I W l<;l, !!>/1~1 4-~1, .. • W£.! ¥61 G !<,i,:.ij • ! NOTE' WO!cK IS FINJSHeD F'RODUCf-WEl-05 AND TUBES SHOULD ElE WELL FINl5HED AND t=Ree Ffli:OM SURR5 1 De"NTe AAD SCRATCHES. eR.ECTION PLATES MAY es U.$D SL.IT MUST ee Fi:EMoVED WHEN FIN1$1ED AND ALL HOLES PLU'j weLDED. r'f-60liaoLJL!,., lo. """" !l'c,, ------e,;,LT6, <I.NC> 61!',>,t,j e•~,:;. ~ =NN AT C:OWr,,I WE'.B $5. t>STAJL 4- END OF CCL., HH~ OCCURS $'.EC r-----1~--( ~!!OULE-'E fO>I'--µeu;,, Nc>TES, I, coNN!UTl<'N l:!,fjoJ,JN •S fl',"ICAI.. t.JNLE.SS ,5f'l!G:IFICAL~Y c;srAll..E0 ""1\ef'<,J I;,€ ' '2., w= Slo\-.JN IN 6<:,ijepiJLe'.-15 MINJM\JM hl5LD F<EQUI "'feD f'S::ll<- AP'P~!W W>AC>!N"j WI-I~ f'l-1'-.N",f TIJIC-"-NSG.ea op CO,..Ut,,!N 15 \ ,:ijR.l!!A TE-f'-T~ ¾' e W ,O,f:! =>;jo; Ml>l, l<,f;(,\:>,5, SCH~DULE-·, , . : "E" , .. ll'EAM SIZE BEAM TO COLUMN FL,.,NGE PL. THICKNESS FILLET WELD REMARKS hi/£. o/Jtp! 3 -o/4-I ,j, ~1a!I ' t---~----, ----- W10 o/ic;I 4-. 1/4-' <f o/1~ ! Nie cYs.l ,. .c:,. o/4! + 9" I<:'> I W2.t ~/,,, c;; -¾-' .j, !SY,, i<o SCALE + --,-♦ 1 :_4-~---+--+[' Ii f 7 THREAPED ~-• 6E'-E. vl!T E/511 <!l, °"2/'Z'.16:-T,""--< "[YP.' f<>f'. ll!N"fT~ I 1l , re. ~ ... v,~,za½ • • CONSU.TANT ,• :u, .. ·•: ' ., .'.1' ' • -=:: .c,j •, -: ~:f--,t- '• . . , .... ' '·. '•. :: :'," + : . . ..-~-' • ,· .. ~,-,:·· (❖• ~-~:. :'_')~ :~ ...... ~.r.}\ ~:' ~-..=}. ~:~ ... .::-~ i-.-.~s···· • ·::;...._ .... .-c ... '5-?: • .. t: ;:·l:-: ...... :::❖ :..:,;· ·'':!i: :•,•". ~y.-n·• ... + ...... ❖ ' -~ ... ·:>: .... •' ❖ -..; ........ •• •'❖ -~ ::.·.i=~i ~:::--:Zt ........ , ,. .......... " {_}.'·? -.; .. , .... .. ... "' -•:-:,'..:!..~ .. ~ '•. -~:~?.-:.=-: .. " ... KEY PLAN GERSHFELD ENGINEERING CO, Structural Consultants 1065 E, La Habra Blvd , Suite 6 LA HABRA, CA 90631 {213) 697-7871 APPROVED APPROVED STEEL DETAILS DRAWN "---- CI-ECKED DATE S-13 SCALE JOOr-.K) ' \ T k' ----------------•----,r------,-.-----------_...,.;;._-,--...;...;;..... ____ r--_________ -r-_________________ ..,.. _____________ ....,. ____________________ _ TYPICAL PLYWOOD SHEATHING . YPICAL SHEARWALL DETAILS c,@, -0 . ' ' Nof FLYhlCOD 1 ' \ A.NC::1-le>Ri;;, / 1 )' I/, I;// --' / l ,9:-1~'d __ 1. • .' ~- n f, , [7\ ---/I I , / ' r -,:;, 'ac; L 1 / i I 11~, ;d' I ~~IN ---' ' I ' !Gd@ 12' O,C ' :,,c, cs I -,_ I l ' I I ' j .f ' ' ,, ' -·~ . 'l ' " • ,r--~ I ' ' i-TYPICAL WALL DETAIL , '- ---i-,~-tWT,:;H 'Z.!S;,: M,.,,,, .,., ff:>"-~•+ 1%' /ef2. /l.• ~ be:a"<IH'f 'O'fVC6 - J ' ·- .z~ T~M T!"-llvlM 1~ _e,11 ' ' ' NONE 1 ' -I ' ' ... lo- I I\""-. fl' -·~ -J ---. : Noe, ~)( NAIU':-1< ---DIAA-ll'l.A Ji,qt,Jli>=N ,,;,71ll'>S ~I~ '@..frt, Uci, ,C.. ON .,._L..L.. 0.t:SC-t..,..~ ' . ill . r-"' "" r i,l ~ I ' I,: r / ,· .' I - I ' : /, ' ' -i• I " .. ' -' ' - ; '-~01~ ' \N9 ' eltv\f'.~ HAN 1 tv11i 1 T'l'PI:!, \ '-w • e£A.M ee- SCALE ....,_.. __ .., 7 NON!;c ::!.OPED SE:AT 4><1"-OOG,e BM ~-4•14 lclDGE E!M '++' • >-INPD .212-2 51.0PED, SKl;.WED, TOP FLGi OFFi3E]" , Sl..Ot?ED 61f.1P50N e:C;C4'4- eLOPEO, 4'4 _ POST:...-~ ' ' V - 2-z~ , Hf' RAmR5 5E'glON A ~ f pe2 .,,.u.. _ PLAN ,___sc_ALE________._ 3 HIP BEAM CONNECTION NONE SCALE 8 3/4"=1'-0" ' , . HIP BEAM ~ R><-1 ' ~,!,t, M.El It V-1-•~ al!N"f \-.--HIP 131:;'AMS PLAN • • 1 ~!k1 ~~,l f--,,~;.:--r,,.--r---< T(f.' 12. FLAN '-+-.A--\ 11t.; M.B. IN vEF?:TICALLY 51.0'fE'D H'.:>L!:~ . - ., FILLER '---L 2J.2x2)tx "'/,ea "1/G-.3181 .,,e LAEl 6CRE"'15 IN'fO BL.Kl,i ~-~ "'-1= N/%4' M6, -e• 50L.ID 5!..KGi it. s:,1., WI "l,i, + M,e. v.iv---- '" ' /~IMPSON sr:a:z. . ----:x -. ' / I -•---I, I ' I y -, ' ( i Z• TIE: @,48' 0,C, /W/"HO.l EA CH END ,,--,; xV ' I II" -....., ,_, I $IMFSON EF'CM!> ~:t.• 8U<(G r-~R. SERINO ,-',$ruo WALL 1 ,rxeoLID et..K,;;i ' '. ~7 -----n-- ' l -----.-------- ' -. . I ' . . ' . _j ' ' : ' ' ' . • ~" ' ' ·,( > ~,.,. ,* •"' ' ;,._.,-~ .· :,.' .. _,,_, .:;~~-' .. ,--MSj GO - - -. ' . . ' - -- • . - . ' • " ' ' ,· - ,TJI J015f6 . . ', . I : -,. - ' \_5'fl1D ' WAl.L - \\ - \ ' I\ -I\ • .. f - ' . ' . SfUO hi"LL, see ecHECU.e -r . - ' ' ' ' ~Pl'l.l!!S ' /. I '· - ' '; . ' ' \_Me5T a.o Ir HOR:,5EE $CHE:D-JLE NO !eE • ~ TRIMl::'.R b-RCCF JOIS"T5 W/HU.26 e END .AND Ui1.6 (!!., 0Tt1e!R6 ,4-K l'!-10'-!!: 6M OM. FRAME BRACING @ FLOO-, -3-=-:1!';:.:..::=~L:.:;:_,~0.--', 12 GALLERY. DRAG DETAIL 1---~:4-~:-~~--0c.--117 COURTYARD RIDGE DETAIL SCALE ---21 3!4"=1'•0" 4-! CAN'f. BN. ' ' SIMPSON FC4G --' l ' ' GALLERY DRAG DETAILS • i _,t.,<6 CAN'f, BM, '5i'1F'50N• Sfl2 eACH. FACE: 4•GI f'OSf ,· ' r ' i· ' -SCALE 3-1411 =1'·0" Sll'1F50N_ P'046-__; ---=~-c/1-=6 -r-r--1. /2. .BIPE5 ..jlll__,..,.LL:__,,,_-Ll~L 16 9 1 I -o t.rfF' @,, OfHER5 HUC@. ENDp ROOF st-IT 1G 1 SOUD eLKG TJI · CONTINUOUS . WHERE· OCCURl!:i ' " 13 1W+ !<-OD . -= F;?rm~HH~T5 --1 . ' ' , ' . ,I > i I ' ! 4><.l<'l'B 5jLO rid LT WT, CONcRl:f!:! r-1 , ' ◊ ◊ 'f'U..N ◊ TJI 5MF'eGN HD"\I\ 51-'EA'< WALL. JAJ,'6 6TLID PEic FLAN SEC[ION A W/l<>d NA.IL5 ®\'o.e, Sj~ ·1----~--------------------..------r--1 VP. SHEARWALL JNTERSECTION-~3~4-:=:::-~.~=~E:c..,_0,,-122 , ,, . ' ' '· \ ;:,,. r'LeR: _ F'ftCNIC)e!; !Gd e ,l o c, J'l',CI= NALi;! I HD Ols: PA PEI<: Fl.AN i 7~1 ~ 6.N. f!N. 60~T eF'ACINE; 5Hf:AR ~LL Peli: PLAN' 9-le'~ WALL SVMBOL Nc7-~ \ Nc>N,e,,i-/r;,r.'2W,..U.S, MAY ~ ~1111.,_.. c.D>< R,"(l-J=D Wm. it, ,j,A, Ill<, ii, !!,,:,,H .. ,,:,' i,J/ J,Z II i;;MC,D. --IIA'3f1f[~ , ei::q1o~A~---'-·--,.-;:-:::-:-cc-::---r ....... +---~--F'f?J".--PL.A.:.._N.....:..-------'---...-~.,.,..,.-..------+------------....i..-----.:...,...-~-----4------------------.-----.,,,--.--1 ~ t----·----"""'"'·~---,----,-...... -----,.---....... --<----SCALE f SHEARWALL DETAIL >---'-!~c~~~E___. -5 TYP. HIP BEAM CONNECTION -3,-4,.-=1-,_0__,,, 10 GALLERY DRAG DET. ILS "·~3~=i:=~~;;.,..-o·--1, 15 2ND ·STORY OLD-DOWN DET .. 1--3:---4::-~~-0.-119 2-HD20A TYP. DETAIL '--35-~:-~E-,_o•_...· 24 .. ·.:~ • • CONSU.TANT ,, ... '. N •' . ' .~.:. :;: ..... : .. -:=~ t,?" . ; ,, 'o/.f, : ·~: ..,,. ·.~:;.~ .. r., ,."}:~ ·: . -1-f~. --~~-::. :f: ...... ~:; ;;~~:. ~.:t!:f.·~ .,.., •' " ' ' j~:J.-:.f:.i -~·;··::,·: .. , ... , :·.":=--:-:.: ... -u. ·-~ • V ,,, ~-=-~~~·:) ", KEY PLAN GERSHFELD ENGINEERING CO. Structural Consultan1!ii 1055 E. La Habra Blvd , Suite 6 lA HABRA, CA 90631 (213) 697-7871 APPROVED APPROVED NO DA TE BY REMARKS ---, _____ :__c=-'--+:.::==-::_:_:_;:__ __ -1 ! FRAMING DETAILS DRAWN CI-ECKED DATE S-14 SCALE.,_ ___ ---! XlB NO " ,I NAIL.5 iol,. Mt,J. I \ I ' . ... , . • .. i: :1 .. . • ,l . ' . ·' I I~ 'J'(c'-il i8.1i -~ 1YP. ~ OSL 2" J01STS 1'fP. DRAG .DETAIL PARAPe"f WAL.1..(WHE!<E; ~) -Ji:P s-iT<E\ ~s f'l!R Fl.AN f . - SOLID ;?>, aJ<G; \3E'lON0 STRAP Pi=R PLAN -,..----------•I I SfUD WAI.I.., . DRAG DETAIL t--_s_c_A_LE ___ ,· 2 3/41>=1'-0" Fli.L.~ DRAG DETAIL · 1vl LT w,-. CCNCRE"fl"! 61-fJ"i SCALE 3/4"=1'·0" ~t;L ~ SHA.LL E5E INSTAl.LEO ~ l"'L.'rWOOD l9 \N R..J!Ge 3 TYP. CORNER LEDGER DET. 1-.c:Sc;:C.:..;.A;c.;Lec_--1 4 3/4"= 1 '·0'' e: t .,_ ~ ---''--.... i' ' ' . .f'\OTE= PARTITION MANuFACfU~ER ro, euPPL.Y Ti<ACK HANe;;eie. KANGi<e:R. NOT TD el!! INSfALl!;D BeL.OW t-etJTFiAL. AXIS· OF eEAM. ' r ~~ li;d NAJL.e' e13/l <>-co,j 1cJe1 ~ o.c..._ 1' . l ---.--I------1- I , ., . ' > I-' 1--1---..__ ___ . ' ~ L.t'-DCjl:l< e=ND N'>,\l.E ---~-. :eOb..lD BL.KG; \__, • I SCALE 3/4"=1'·0" 1 '2• RP RAFT~S S.N. eeE' PLAN e!MF'S)N $flc;AP SEE Pl.AN 2.• RF RAFfERS DRAG DETAIL I I I I I I I I DRAG DETAIL q;f: r~ RA~RS ® ~i:;~c. 1-JALL. ~-~D t..JALL · SCALE ' \Vi L.T WT ~\ ' I I I I I I 1 I I 1 I I 1"'1-R, s~. COlsJTINUOU$ '.fJI :5::JLID Bl-cc"-l'1, CON"fN.lJUe TOP It. EIJjlR!!! LINE, FHA 24 (JYP.~ <!:--48110, ,::. l!E"fWEeN !./ALLS SCALE 3/4'"=1'•0" 2><G f-EDGER W 2.-if d NAILS ® IG 1 o.c.:1, 1-11;;d ®,:;; o.c. iNlO 3x,;,, BL"' G. SIMPSON 6Tl2 ® u' o. c. IN"]O is:.=F JOISp 1'DOFSH"f'i\ -cor,,ry1NUOU6 5j'lJO WAL.L. 8,N. i!OOI" SHT"i. ROOF DETAIL @ COURTYARD SCALE \ 7 ,_ eECJION A A 6 7 8 ..-aMPSQ.J "'f'1'?AP Sl!E PL.AN " . • --~Ct.ID E!L..KG; ee'rOND ~S,-UO NALL ~ L.e:DG;E~ ' ---4~----~+-----H--t--1+-----1--+-----1+---I I II • • " I I I ~;,, I I I I l I • I I I -,.. I I II I i I I II II II l EGI. l EGl l . ' j ' e!!AM Pe~ Pl.AN ?!Q -SI!!!! PL.AN 3• eL.KG; C , 16' 39A•G / -, 6• SOL.ID el.KS 11;!1 SGA"3 Jj,1o1, SOi...10 LKCi l<ld ~ 1\11 la/+ APAl<T STAGS .;, SOLID l!!U<G INTO 13L..Ko;; F'OST PeR f'i..AN TYPICAL LEDGER SPLICE h-,-31-~~-:1-~~0-,,-110 DRAG DETAIL SCALE ---15 31,4"= 1 ·O" a:;rMPao-.i HST SfRAP, SEE PL.AN a:l. / EQ, 6T ,;;23.a Cot r----i 1 ~'JnP fl:.. see . . Pl-AN i:;o' 181 MST • :t,,,. a~ "c; ..,,..,,.., e,1,1, eot.O BLKG 4,-o~I 1151 Zl~A ><.~ BU<G ---- ---~~ -- 4e • 16J -4-K 50LJO BLKG 1 i.aDGceR ~ .!lOLID e,l.KG Fe/i:,~. . -S,AA Fe.M J ' ' ' ' e:GI. SIMPe>ON .STJ"AP. eee Pl..,4N r _ _ r ;1 ' ' ' ' --..J_ -----U-:;--Lt._ ___ .J.L f rT+h -i11r---r~H"t1• . ' -. 11 ' 1.:..._!,J_:l,--.d.i.._. __ ...Jl• I' '' . '. ----____ ,i_ -~+----~ I • I . ----• ' . NOT!:!' SPLICE,: TO BOTTOM ft f!!IMIL.AR ..._ 18d tyAJLS $fAGS. sruo WALL. s 1•,11! NTO ~ ' :2."-CONTI-IUOS 50\..\D _15J NAILS 5j"A" ~ I ~/4- SI-KG SEYONO . TYP. TOP PLATE SPLICE 1--·-o-:S-:-::-CA_,,LE--=-t 11 DRAG DETAIL 314"::::: 1 '-0" l'?F SHT<i . ro-10 "",BLK'l (TfP.) F\li! ...... ~--~"", r .--• ' t;-\&J N.'JL6 , /h-__ _T.P.) --l <a.El PER. A..AN . ' 1·---~~n- 1 I I I I j I J l I I I I I I 1 I I I I I l I I I I I I I f I l I t I I ! I I I I I I 1 '"fUD t..JAU. '1.F Sl-fTGi ·' ~-~ RI' 2Al"T!'RS CO-rf. f5TL'O WAL.L LEDS!=le SHl;AR WAl.L ~ OCCIJ.S ,11 w~,-we:1qir C<,Nc,:a: re- + 1.;1-o 1 F. P. e.i.e.v . FIL.Le'.R. EQ R,--2.,.G 11, 1~•,.~. STUD:l> /2,«; 7"'P ft. N/)i;;J NAIL:s ;e-,;;;'~-~-NoptED e MST I;--~-N. I HS'f :37 ~ <'-C· FILLl::l"'. SAi 51DE VAfCIES Eb. ROOF TO FLOOR TJI SCALE -~----l20 314"=1'•0" ' + -· --m I ' \__ FER Pc.AN !'lMPSCN !!CC COLUMN CAP ' \ ' ' -2" SPACl:l't ' ' V PCIST9 F6c PLAAI -r1/ . "" !!PACER -- i-! I . ' ' .• .. ,•·, '• \.' r---..:.. • . . ' . ' , ~ .. . SIMPSON HOL.ODWN . see PL,l,N TYP. BEARING WALL OPEN'G ~ ey e>fTG 4.-2, ... f':F ~i=re~ F'H,>,24, 5fUD WAl.l. MOVABLE PARTITION SUPPORT SCALE DR GD -314-"=-1·-~o .. -117 A ETAIL __ sc-,-A_L_E--12 2 3/411:::: 1 '.,,,0''- HE!AOl:R Pl!lo: Pl.AN ®- r:--.-, -.,.--,, l l ,--~--I' l 1-t..------~-...t.. . _ _._ _ ___,__ .--T"--r---, _,:_ _..__.,,___J I ,----.......,,~.U....--.J--...U:l'--'\--+-----l APN a 6ECTION A 1 ,._M"-'ION l!PC~ (T!'P.) 4 -6 F"OeT (TYP.) w,,te,i,:; CONT, ll>< (T"'F.) . ' .4><1!'.-~ aM. :!>/Vi ~,._-, _...,,,..,~ ~fiJ faND Ft I=~ 10d NAILS 1'fP. 3'161 ~ 1t w+~1~.l 1-JAJ1..s :!, Ko ~ Tr?. A ~II IIIE"'T ft. PLAN ' ~--i•l!.•8 HIP Elll'AMS l"tt..l.eR. ER>-¼ POeT ~ PfR SECTION A Pl.AN MOVABLE PARTITION SUPPORT -3~4-?=-~-~-:::0.,-113 POST-BEAM BOX DETAIL -3~-i,~-~E-.0.-+. 18 RIDGE-HIP BEAM @ COURTYARD SCALE 314"=1'· ' RF 51-ffS ~-2-, ei.a:k.161 W/ 1,;; d roe-i<J;>.1L£,(!'., c;;.11 o-.o, . . ---:l'J§I_. "'~1 ----!'il,.....1 ,. .,. -s>1r 'I' ---sr~fSO!-l sr 1z. i!. 46,,o, b, (;, e,~J"i !J / ..._---a-1a.i ~o NA.I'-<>• EQ Et! <!lLS PER: FLAN SMPSCN ~RAP, Se'.!!' PLAN CEIUN6 ~ FE:R F'L.,AN SOL.ID SLK16 RA RAl"TEl':5 © I . I wl .. Ma ,.,,..~.µ:j. TS e,,& ~ v~ ft_ ::i,1& M "\ ~ J8 . rt7 -u:J r ' -~ L.-1--J.I ~ ' 4' GOL.., AND COMPOSITE 144Ll. . 5ECJ!ON A ! g1---------~~------__ ..,., __ .,_,___,,,.;. ....... -,t-e--~-~---,--...... -•--"l"'----,-------,--...l...---,---,+---------=======:;;:;:!;;:;::====-....... -----:.....a.-4 ...... _______________ ............ _____ ..,_. _____ _,.......,4__, __ ~~--'---~-~-----------,.-'·-"::-'.,,..,-----,---1 3/~~:1~~()" 5 KIN.G POST DETAIL 3)~~~~0" 9 DOUBLE ROOF DETA (. -3~-;~'-~~--0 .. --114 DRAG DETA•~· . . a~;:\~o" 19 TS;TO TOP PL. @ LOUNGE ,-3-.,:-~:-I~-!-, 24 i PARTITION TRACK HANGER • • E9 CONSlLTANT KEY PLAN GERSHFElD ENGINEERING CO. Structural Consultant$ 1055 E La Habra Blvd , Suite '(ii LA HABRA. CA 90631 (213) 697-7871 APPROVED APPROVED FRAMING DETAIL$ DRAWN CrECKED ·-S-15 DATE 1-----~-~---~·- SCALE JOB NO -' . ' • . , ' , I ·- -,-$ 5 f __ ,-..,_.,< y ~ .... ,. < -- .,;,f_• -"""'•· '-,,. ~ ·~ j. ;-~~ _-.., , ,;_:-•~i!'- ;~"'.,,,-__ , . 'k...x ne,,,FY WIDTH JO&j'B!!liG'o,,o.f'l!lt ~ Ill!" 9'rlli -~-¾J FL:~-..... · -~w,n-j,le,, r'1'f' -- ,-~~IE!!-~-~--, -·~ -~' _,_., • -.. .. i • • • ' ' , j -i -· ·-· -. S1.6JR DETAIL "' ' """P08f .... SM.-ee--. --,,_ w/A--16 .I ,,::a-MAL$ l<al',CH -. - I .. o-.c. END ·"'--.;;~' -.-"5",..---· t~;.,f'!-~ ~;_.!."'"'.:_~-'"'-; :'" ·'; ~-.' \ ' I ~ ✓ ' / . -j __, J ·s5 COL~CONN~@ STA1RWAY ---. ~M . ' . -. _{~I--_--.-...... #bJ5 . ·_ OCA'-/CHO!'< ·" . '+ - '2. ~ IGi ,:,c., <£. -sric -- , -r II 1r"-ilit'"'$!'G-:~- -~ ~' . , ..... 16-N'AM , .·,,-_ ,;; •--,_ct~ 7"° :~_ -~ ,· ~:-ft> ~ -~ ~ . -c,;-. "'" .- .--. -1 --.. -f_ ., DETAIL E r'"-0" Peie-1"1..AA 1-- ---:i /l, . ... •• -.. -,: . - 14 . .. -~ .. R~-~;:~c •• -:!---.. , - •: -•~ _•"-' ~T•" -#' --:;·- -i_ .. ~-!>---- . • . ' • . -'· •.• ·--· . . -. COLUMN BOX DETAIL ~ ..... - • .• -:, l.,. ;ta.;:--.,..,.___...:!crc..,-_-l-""l:.....,..-"< .'.~.,,+~ '· I , , w c:l7Ll-f"1N • -, I [ ·-+ I -II"~~ 1'-z';,,<.. 1,1-., li)''!l>,', +t!lC«:<jJIZ. -• • , .. -- • • ' - 9 T-S OVER OFFICES .· :'. --~ ~ ~ rv-» .... \---- ~ ' ' -,-,c;_ --• ' -~, ~~ ~--- ·, <;. -, ~.,. - ,ts A::i ~ -_, . ~·it i.v '.ii-~ }lj,,,_ l!'!.!WIJ 't! .-· {TY!') l. ~ -. -- ---J:.•ei-iD f't ---,~-rt lc>,c.H ~ W/?·lt:4' 1-1,e,. fJ<C,~ -. ' ,_ • j -1'>-tl_'llc~ . s ,+~c:.-p ~@ f'll'-4<,-'-Pe-f' n----;,~•it wewtoe> 'lb 11!> ) f- ; j ' i .- Y,t~CND~ f • -· -' - ~: p,..J;OLl"E1" '12:>P ft l'\l,St" e,e ""''-M'IH~ LI$, 4.:lse: 6-t....Zi!>,; .SPl--1"--et 1.1 MeJZe t-JEe DeO. )•~~- !·._-': -~--a"t- . - • AS -, J • 25 CQNSl.l.TANT GalSfU'El.O l:NGll!BlRING CO. -' . $tru~tural Con5Ullants ,1055 -e. -t,, Habra Blvd. 5'1lle fl LA l<A&RA. CA 90631 (213) ~97:7ll7l ' ' APP00\'1:0 Al'l'fPVED I Af'PR)lJED ' NO DATE BY REMARKS :r. ',~~ ~ :Jf -."', DRAWN CI-EO<ED DATE JOBI\O .. • -·- • ' J ' j . . ' ~.:~ 'I ' -·r .. , ;. t REMOVABLE TS RIDGE - -#:3 JIE.~_ (I~_] }'~I-~~ c_. - ®i#~ §. TO" ANO BOTlOM I "'----,~--..I ' I I ' ' i L 1'-i' l q11 l -11-, --=------+, ----./- FOUNDATION DETAIL -SCALE • 1---------l 3/411=1'-0" 1 F:QUNDATION DETAIL I U ,C... 101/:2,. C,C., - )< ' · x: ___.___x 2.#,,i. EACH w~ · @, SO"fT° "', ' PLAN ' 1 .\ • . -------------·'\: ' -\0: -tj -----+-~-t I • -0 ( (JI __ I I _1 1 -I efJ: -------.:. -4 ---'tf4 COl...'TINUOUE ' ' ' X ~ 0 I ----I I I I -' 0' -'' t> 6 CEfAIL A 1 r---#4-·eAR. co,.rr,10"-.JS ---I I ' i I -e,J c.MU NALL ABOVE \ B N --- ROOF l C ~ \ \ \ ' \ 1-A'.:14-~ EACH C.J I -C __ 1 PER PLAN \..._ 2 -~16 1' K 4-11 LAS SC.REN~ @. 1211 o. c LEDGER TO C.M.U. C6N_N. , r--:3~c...,..4~=-L~--o,,c-1, 11 DIAPHRAGM DETAIL '.:1/j FILLER 1'1'P. ', ' \ \ ' ' \ I I ' ,NAI_L I I ,-c.J 8EYCN0 1: :,1 I I I I -"'""'""""= ?~ j _ --;--:L ' ii -----'~=::;-° I ~ I -----1 ~ 17 -O --' ,1 l\. -4~G R:)5T BELa--; I , , 111 I J ·-----s½ ' r -t, -~~ c-_+_,_.t _______ _ . 5ECTlON A ' . I ' I I I _,-R'x>F JOIST PER Pc.AN I /-, ,r-lJfF .SLDPeD .' HANGER. / -EIN flOOF JOIST TO BEAM DETAIL SCALE 3/4",d'•0" 21 .-.. I 3xc; ~SOL,iD 8.-.KG N/3-IGd END NAILS', ' 3x G ccOLiD RcK G,, Wl"fH :C,-IGJ CNI"' 1--J,'JLS EACH~-., END .Zx.4-w_/4--10J NAILS f"ER STIJC I PfAL CF .,-w,:, C!!;,\ 2A-A) ' ' •~! ,· :.."-lll't \ I d -SIMF.C,N 5Tl2. '-"'-:24' "-"'• - ' -', - ~.;-;_:-...::_ --t:::::-::~. _. -.,__ ___ , --"-' --~---.::--,::-:::_=--. ---·~~:ls%~~~~' --=-------=~ □ EB CONSULTANT KEY PLAN GERSHFELO ENGINEERING CO, StructuraJ Corasu!tants l 055 E. La Habra Blvd., Suite 6 LA HABRA, CA 90631 (213) 697-7871_ . ·--~ APPROVED APPROVED Al'l'ElOVED i--3~-~~-~E-,.o---1" 4 FOUNDATION DETAIL i--:;3~,;:..;.~~--::-,_0-1" 9 METAL STUD TO JOIST DETAIL ~~=-c:~--'.:-,, -+14 AUDITORIUM CEILING JOISTS 1-·--,;4-'-~:-:-:~~--o .. c-119 1------------'---------------'---=-=-..:...--::.-1.---4 __ _;_ _____________________ .J..___.....:;_:.;:_:_.___:.....:::___Jc.__+---------------------------1---'---'-..:...--'-----'11-_,;-------,-,---.-------------'-.....::C:....:.._c_:._.,___-4 ____________________ ~---2X LEDGER CONNECTIO~_ --·--[ ~I , ~-o I I I ,---5Hct-R Y-JALL. F!!'!R PLAN I I I IJ r---..... bt:------,.., ·---1 ,-X , ~X-,r---;::_".-X:'.:'=='-=c::, ~~'.=1- • • FOR INFORMATION SHOWN SEe_. 'I\ 0 ,-, NO DATE., BY REMARKS . ,. a:.::+==+=~.-.-+:-:===----1 ' ' :~ -r' ~ • ' -• . : -; _,, ___ -:., ... -MtSCFLL./ •. ·r~ous.' ... ·: -OET.AILS . -, -:· . . ... • • ,. : ,,_ l , ;: -< ;:. ____ , ·~· j r~ '"i ' ~ ;i·-j .--,. . ,r__Yi, , Vt l i f r --------- \ 1 I l ) \ 1 I -~,.,"' --., :.<:.:.".;.--. -~Jof"'7..-,~-~-.-.·"' ·-.. l ' i .. . -,:JQ_,½,1'it · ' ' ' ,• ------- I l . . lt(~ I ( C SITE PLAN SCALE : .1~ : 20' 'i ------~,. -· --:.•.·.-:r .. · ~-~~\-i:-~~;:;--:-,.N:~"i~r.;c.-.zr< · ·\t'c'O/"::;_ j PINE ' --I • i I .1 • I ' j I j I ) / ,( r ->_ •• i .. f: .. ·' AVE. ' ., . ;;_;:-~-~-.,-:·; )i\;;;/ \ \ I J ' -: ' / J2)'J .! F,O.C. N e,y,.) ~II j2VJ I . '$"$;D.,e>/Gf. b-='. ; -> ... .,,.--..,--'---9-.;I' Ff'I , ~ .. ·.•,.;.._..;:'.]rl-1f12r-J~4 -~ .. ' . ff'O.C.. fJJ:=N ~jl FN .. '"P 5. 0. ) l=>/Gf H ' /.J -f 1~ ; . ) ' ' l > ' I --- -------l ____ ! i =-~~-1 G---- • 0 I 0--- / ' ' . , l ~x,. . ,-....,'-_ ·-' . i ;--~:'t~~_:_· ,' ~_-. ~-,----·.· ~'-"" _____ ...,. ___ ..... ______ _ I j r l ,PJ,.UMBING LEGEND. ~ "P-yJ -sop.N : . vJ Cr\l c,v-J ~1-'J r~vJF · V c;:;, ~co · F/Gi<:? DJ f?D.c., v-fF- f::>/Gt e,,Jp I A/c AC E:XlBf, -SE:Ney:. Of ~E:. f'iPINGi fJew SE:.VJE'.f-.Of NA6fE. F'F'~ tJe:.N 1.JD1fECT VllAf,re p1p1i--1 9 E=;..i<!Sf. CO!..,p v"JA..1E=-F PIFJN~ tJe.,,J (Zll_,b NATE:f-Flf'!NGt rJEv-1, HO"f v.JA'fE:r Frf!NGt l--lev-J Hq. WA-rep. p-e1Lipt-l p,pt~ t-!E::.lr-i VB-Jf P!Fli-Jq tJev-J ~. FIFIN~ v,..]Al.i.. Cl-eAN oLtf Fi.ac?f / ~FA~ c~ oJf PlFit-JGi D:?V'-.ikJ .. f?OWf Of. CO~N!x.jlot-J Ve:r-JT-'fHP.Ll fa>f . eet.ovJ ~f2.A£::ie ' e.:,eLo v-.J f La?F f . ~~ OF CAl'J.,'>BJ\.D ClPAL FTcO.illCTS 1 / CONSU..TANT ·' ._--, __ _,._ '?'._" '-·-J . :.•~~:--;;_''? ' ~~r~:~r~· N'f'ROVED l ' j iDATE SY \ 0£00:D O!-T·• DATE SCALE·/>6 .OBNO. /(', -~-. ,. ,•" ',,. ·.''t fi.'"~~ 7-\.·-..,_:~_-_i --',-,• -; C· D -r-""--~o;__-·.~:.-· ·"C'" -. ~1· -.' 1 ' ' ' . ' • ., • l I ; fof' cot-!T 6Se f',Af'TiAL 1. f"Wr1RJI t-J ~ fLAN p ; I F-? ' " C>MIT , I ' -; . ' I • -., , .. ~ -! i ~ - ' . ' I~--) -:5 ·~. ➔ ' 1----Ii'----' , • ~ 11 P.N ~ ~ see r-1 · f'G'F-• cbi-JTINUI\TION ------ 4i-11oFN DN1o-'"'11 A~E!:<='\'12.ADE: Sf'ILL,1'0 Si'4:-A5H t=,La:::;["-l l 2~~,P-):, I di -◄ t -u j I ~ c;.....F 1r IC-I t, ,::: I ii ' i, ~ ~11 I 1 -: ••, j? .I--. ; I -~ •' '' _,..,.. - 0 ----1Y,z• V UP I .. --' ' . ' . > • JE:::-41 ii I 1 L..I l l 'I . ' I' , - ~ j ·~ .9 ' ' '-...-· I \ ' J ·~- ' \ ~--2½'Gi,W.0') ( nef~'1' 1) r----~15,, alt., (t1ef ie.f l t.) ' r a~'t,,, ,All, '' '. ' ' 10 "-..../ J □ ' \ l - 13 __ __, ~ □ .. . - ' . • • ' / , - 14 15 ·, ~ ~--I < • ,-. ~ -. • , -• ' . • ' ' ., , l. i. - '· ' ~ ' ----~ -. . ~ , l • ' ' ' • • ,.. • ' -' • . . . • • ' ' • • B C D E. F -G CITY OF CARLSBAD MUNICIPAL PROJECTS CONSU..T/WT • GEM JOB NO 406-1M G.E.M. Engtneenng. lnc. 7'SIISCI--DUHEIAOOK ROAD. STE 200- SAN EMEGO, CAUFORilllA!l212tl PHONE ('B'I~~ 1--.,__· AfFRJVED N:> Dlt.TE BY IS:Wl<S ' ~-I ~ S>J1 i--i1E:> L j ' , ( ! I ' I 'I ' ) l ; ' I~ ' . . ' r i ir ----·-~GAS LOAD REQUIREMENTS CO!v1f.4?N Af"E:.A C.Lo'frl'6 Df'ft::f-: N• j.Q. vfH: ~ ~~ 1-ieATf=-12-: WH-1 cfi-1: 1ei ~~f-: P.7f ].::-l~Hf::;N c.otJ-fF--c.pi-l: z~e, ~e 1,q="': M ft1&rlet-J ~01~-CfH: rt · SfAc.e HcA.Tl!-Jc,:, (r1U·I ');_e,j HfzH CcNl: ., c::.F rt ; "3 7'1 -roL-, ZL'O FT . f'lf'B -6lz.e.: ,zV~II 10jAL-GfH '. 7~ ' 6B)-110f-, c..1--r1 Z.E=N~ A~E:4 l, 1.::.:-fBf-HeA.1e~ •, WH-3 Cft-\ ~ ~ ~ HEATINC2:1(e>·1).~necr1.CoNj C.fH' '. '!,'=jc, fl~fL6cc:(~ UG:irl1ef2>) Cf'l-1: -eci . . ' -rC"L,, le~ f'f, r-1,=e ~,ze: :eY -rof AL t::A-t: + 7C, Lli-J If'! w 6cHOOL t::::>IS TF, IC. T ~15.A 1,..J,A.--ref-, i-leo.-re~ -. W J--l • ~ cri-+: ~ ' -roL-~ ,~ i=r prfe--51z:e: ~I jo~Cf'l-t'. ~ . I ' c I • ~ "., - • ;i ... ® I ----ltt ~II p.rJ I ctJ 10 ~ _ __,,.- ~~~~b~4ee r-1 ___, ----------------,-·----------------- [ PLUMBING FLOOR PLAN -GROUND LEVEL SOUTH ""'i' ~ 1· § . . , 'SCALE: 1 /8"~ 1:-0• -.f'.--• -------~ ,.~--' rr ~,_ ~;;:;.::_ ~ i , , PIPE SIZING . SCHEDULE f'lFf::. «;;1 z:e Girf'M f'V ff YeL.ct:,11-r (f~) v:2..' 4 V,z. c:;, I? 4-1 17 ~All 1 Y:t.11 il.. ,~ l?,1~ 111 ltR 1/:Z.11 ~ f:2. (p 1 Y-t JI f.f,, 1 1 41 (p 1 1;,1_11 ?,;,~ '1.'2.. 10 (p ,Z. II (PO 1~ 11~ "' ~ Y.z jl . 110 ~tr] e,eo b ,.--, ----.. ;L> w .,. ------ ·~ ---·- CONSl.l.TANT a5 . . . .. ----' GEM JOB NO 406-1M . -----. --. . G.E.M. Engmeenng, Inc. . 1W) C\.I )uK qQ,l,O, $TI: :OOII &11,N DIEGO; CM.IFORNIA 92125 . ' ---. lflFIAOl,'E[) AR'ROVED - Al'l'ROV8) ' ., 1 y . . -•,, --' -i,, . i • ·'r , r -· , 1, ~--.,.. • ,~- t~•-·'~. ~-.i ~:) ·' . - - N) DATE BY ic.wA<S l !, el<& A<:, f!,tJI~ DRAWN e, /A, L. • . ' { C ' . ' QEQ(B) 0~ ~·--- DAlE P-3 ~Ff-6_:§' I I .. . .BNO. - .... • . • ;- • I I . --~ . -. 5 ' e· 9 10 ' .• ~ . -· . ' ---o=· ~-~--• 'C:]. -----~ -= .r--=---~-~ -:::-. ---· ~--.......,---,-'---+ • ---------------.. ----- . · , -PLUMBING FLOOR PLAN .;. JJPPER LEVEL SCALE: 1 /8": 1 '-0" ~;~~ -. } ~f~~hfu ' HOT v-JA1eF 'SlJf'f'L=f e------¥7e. VALVe (1"'fF) :::.. L /,.,..----~~FJ~1._; c~i- T I ~ Ff2'/ F1AiJ<2i l1:J i==f'/lC.f::.. SI N ~ ... £ ~s O:X:,r- I l \ ' ut-J1otJ Cf7'F-) ~ Gi/'IU...ON ~s flFE:P ;"fl: F He:.A.1 ef, . I • - PARTIAL PLUMSlNG PLAN SCALE: 1/4": 1'-O" • C - WATER SOFTER TANK DETAIL SCALE : NONE.., T • . I ,------t>/t II H 1f c:v.J ' DN . ~----1 Yi 1v, AJc; t-Jor-1+-1 eB --- WOMEN 202. MEN 203 ,, A" If· 4,, -' . FIXTURE CONNECTION SCHEDULE ID U p.11JA l-vJALL H Ll hJGr ffl - ~ i:;ie,e;, -~I --r-J /V.AcUUM ~F- ID FA-IJCE"f f'.-1-,;:;rlet-J Af EA (D EQUIPMENT SCHEDULE ?jit,t.. P MP -z.110 !Z-Pt-'I · -a ~~er:, IW V11POHz. r_ ~~ Y,~l - - - - . ' . CONSU..TANT -------- GEM JOB NO 406-1M .. --------~J G.E.11. Engineering, Inc. 1'i&DDUNIIFIOOKROAO, 51'E 200 MN DIEGO, CAl..lfORH1.I, 92128 • --- Aff'ROVE[) I' . . AR'ROVED . Afll'ROVE[) . = 1, .• ,1,.: . ,\. .. it--: • ..,07 ,. w -;. ~ ..... ~ _., . ,:I' .. 'I' ,.., ;-t ~ -,,, -l" ~ • ~---~ ,, ;-J . NO DAlE BY FBWl<S V\\ 3-1~"1 e:e,,s ~ 8Ulcr .. .. DRAWN ~AH Q£O(E[) DAT ----• DAlE -.P-4 SCAI.E/"55 ' 't-1 ___ c.______..:: ....:.....1 .mNO. . J ~ • -,,_ !--'. ,_/;. j -_. __ -es. _, PARTIAL PLUMBING PL.AN SCALE : 1/4~ : 1·-o· / <---- ',_ ~-= =..~------ . 1P/' ;_, --· · ,., '·-. ____ =-c_~_-++-c-~_J=Jl!::~ ..... .,J l -v-"----.;a.,,,.,,.,.,✓--....---'i' ,,_ -eJ"lr_· _________ ~---1--1- 1 .., , -: • ~ -t;;:r -~ '---· 1 -:2. - 1;/ .,...l, e-/f---------;;;-:---·-'------+--4---✓,t , -r. ! L / ! ! -L -. ..-----:---f·~-~ / --. -_(t -ei1,4,· w .: re·, •. -~---~--__., 7•' .,,. .... , .__.-...... 1>i v, f;/="---~·-·~- ,z,_' v,t-/e,, p )~;e;.,; ?,,.;----------- , ~- ' WOMEN ,118 I t ! I I PARTIAL PLUMBING PLAN SCALE: 1/4": 1'-O" r ! EB I I A ' EB PARTIAL PLUMBING PLAN MEN 119 SCALE : 1/4" : 1·-o· ) \ i (~h\ 1--e j I \' ... ~_/ -t t l , \ ,;...~ ._.-·-. . 1/,.11'. _,r I _, c✓ ------........... '-''-' ' ·1u'1,::::..J Xl w.,.: -;,,,d ...,,,J,1c ~ r~{;ct-10c ~ -, , l a · I D A/c j l ' } 1 l ' f 1 Yi-1' Gi : Aje, .· -~~ 4Hs. B/f'-~--==-~-<-------~ ;2 \! vJ' b/f" w411c~ ,J;J-J Jo , ' ' I ! I f ' . ' . I t i PARTJA PLUMBING PLAN SCALE : 1/4": -1·-o· ' . ' I ' j ! 1 l MEN 137, _JAN 138, WOMEN 139 ~-----',~ I I ' ' _, ___ ,tJ,.i /_.-/ \ • I C ' C 'REDUCED PRESSURE BACKFLOW PREVENTER DETAIL C>MIT SCALE: NOMf; \ L YALvecJsee: 0 ) J .,-~---rv ,.-:_ ~1,.~ .' ., .. ,._ , • . ..- ' ' ' 1 . r ' 11 i ' / CONSll.TAflIT GEM JOB NO 406 ...:1M . l -- G.E.M. Eftglneering, me,. 7!jl50:()UNBAOOKAO,li0,STE.200 _ SAN O!EGD, CAUFOAIM ~2Cil PHONE-~ 586-0088 APPROVED APPROVED APPROVED NO, DATE,' BY REMAR<S ; : ' ' • l ! Fi>iA r------,~., --'---------,~ .J ' l ! -'. <'j~\ --.---~. ·,,: .~-~: ~r-~~:-,. • L I @,-----,-~~---c--~~~~'-'/·"-.il._1--' 1,t--'F-'.D-~_a_,_.._f-~D~-~-~--c---:,j,-+I+_ r,ttr--..... I ;z. :t ,t O.<;, . --~-·· . f;i u q . po 't -~~---"-.. j ,i -l ! ._,_ - I _ __,-_- --.:-;- -'-.-<. _.,: ·--,c --')I.:.,:-,.,_ - -:::_- -_.{ .. --_ --. ' " ' r- 1 f I I ,_. -,¾•/ ,c-• '•'.¾_ • 0 A' ~ ._, 1 I r l Ll • I \ :~~t:C ' i l l f Frl f' ~ -e .e,-. Me;:::8 ~12: ... FHF-i I f;1'M~H. ~f. . . . -. ·- 1. I ' -i---- 1 l J i . ' • • -i, -• ""-. .--· ·'i-" .--. . --J . .-·'S.-• ;;:---~-• ""-• -~- ,;,:;:1,::;~;:;E~;,·; :·· 21.;--~~~~~~~i!~~~~~~Jf~~~~-i:··1~f», ~,.;t;;;:s,~,t:ii:,.;~l;1-~~ii.~~;,.;~-~~\Js'f~?~;t;1t;;_;~.;¼'.~t~~ · !~;,;~;¾,~~ LJ '. -1 ,, --... --l-N ( ·-\'. '.-<-· ~--. '-i, --"t --'<-""- .. ' -.~ ~-'~i f- ~:,~!' .-·:J ., AS ' D \..,,J.1,__,Ji. CTIY OFCAR1,SBAD MUNICIPAL "''GCTS :~ . ._of[SSio.ii• • . --:--... ", ' ~\ C,· ,ifg G. L .. fNHART '.,:·'-, lw ~ . • to:: , ·o -!:': •~-, ..... I;!~ ,j--· • -,::.;_ " -..,.-: \ i CON$l..l. TANT Aff'ROVEO A$ DRAWN Cl-£CK8) DAlE --', ' •· ' A,1 • ~;,;. ' ,;;__, _-}: -_,__ " . ,: --:---·,;--,-~ .if --><~ -_.·r.:;. . 'It ---::--: ----" -. :Jt~' ,,-M ' •',--............_ - f l '· _/ -.-,,.: _-.... ,~ . . .1 : ' ----·---". F I ' .:f '1:; ;,-....;..-- ' l ,-- I --. f I I I . J1f~7'2 :; ~~.- • --* --l s;' f,6·,~, ~ --" ~, ·!i<'.--:,~~.~~ .' ;:--._, ""' °' I l ' 1 -- -··--r -., --• -·;lo. l , r r4--t II tj, o. -s . I "bU4> po 1 Of P --. __ . 1 ~Q-j1~L :r lo"f ;A.~rl-~J --------------• j T ,?) 11 "l' FD If G?fD ___ ...,__, I 1-t',r D,"2,. -,_.-"----,--,-."'--'-'-=•··r""•_.r--~''1 L ,\ · ' ii l d L J --f. 11 4' fD lf of D -,---:----tt-1i--:--7--:-":--7t:--~--.L,,--. I l --, © ( -- --·•(B)I--'--~ @t---'-· ~~ j [ l l ' I l .. l ", ///__ J i~U:;r·e°&'f _, _____ /11: h;;:/--;;:;::~"'===~t~_ =IJ ~n,::p f<P 1-Cf-P ~--'-. . ~~~ ~~--'-',-,..........--...-. / / l -~ ·" f. 4' 0.6 . -.------.. fl j) Ill . l I ·. 1 j ! II \.r . ....,---."-c.-'a 1 . I I I T ' l . -'C~~---;o.:-:.·, .. --.: > . ~ --• ti. --' I I ~~ttr~~J-~~4ct-t Cf7'f',) .--.. --·--.------. 'l. 114'. j2P 't Of-P i 1 .--;.~ ---~~-,. ' I f ' .. ~ f;~:-'"'"·'~';.!:~ . -:;;~~.!,-~. i --___ -----------------ti\ €i f' ss1ot. <;; . -- G. I, [NYEA ·•,t; 'il . -:; I --- -• !i-~..... A~i -. . ' ;,~j . "'-'~-/_" J ; _. -i,)f --___ .:, .'<• . ;-\,. .,;, ..... ~" ~_... CONSU..TANT APPROVED Af'l'RO\/ED NO DAiE DRAWN DA'IE SCALE __ JOO NO. .. ; ·._I ,-✓-, BY I :'._l-..._:r: ' ( .,., \ . ' I ! ·' TITLE 24· NOTES: · .,-1.-:A-S:--E--P __ E __ R_A-,,T"'E_C_Occ-P Y_O_F_T_H-; CERTIF!CA TE OF COMPLIANCE (CF cl) HAS BEEN RETAINED BY THE OWNER AND' WILL BE MADE \ AVAILABLE TO FUTURE OWNEflS AND TENANTS. -. .. .. ' . . -•·, i, -. ~ I 2, 'AT THE TIME OF PERMITlSSUANCE,THE PERMITEE WILL PROVIDE l . AN APPROVED COPY OF THE CERTIFICATE OF COMPLIANCE TO 1 THE JURISDICTION FOR FILING. ', . , vi w ' 1-- 0 z _j <( 0 z <( I 0 w ~· ,' ..: -' ' \1 ><' I?~' 8· .$ ... ~ "-l>V>' I 1)/ ' ~w' • :, ii! i!:' I !ll 15 is l'i "' &&~, ~ .. ~i < _, ' (Ji \;j j~i .. i3i5 i1i ll "' ooe..:,u•; ~15 ., -zz :.::.z 0 ~ i:: Fi:=: ~ <C-c(<;< VI ~~ C ffif5ffi~ 5 "' ~&&o ~ ~t! ~ o 1515 15 i5 :; di5 " ~MN.~ :, ;! .. ~~!i~ " -~ i1i i ., t:l &d :, " ,. ;;/ i"' > ~~--~ i )Jl~ we 1§, i!:' ~ (Ji" ,.,, i3 ffi z ll!' i!i. I-,. X f ti i5 0 ' ¢ ::i;:3 WON 015 !:!i-!t i::t 1)/ (Ji §i5 '-'~ :, ,_u g:;i il" ..,55'~ -~~ _z ~1-~ .::t· t~woi5i5 ~ '12 :;i:.!:i!~l! '" :;: ::, 05 62 ~:g ~~2:z:W ~ ~~~~!~ a tlu. ~>-G1ffi f: ,::,-;; ~~::1::ia.. )-~ 9,,!.l::r>-ffi;i 1i i'i . o " 1l a '"' .: "' "18:g .,;;ww§§ ~i3 w!,t _ .:i Z C ~ et: -5 !:;! ffi"' 1i -' " !:i "' "' ~ ;;/~,;:i;;:~11, ~"' ti!:'~ •"-~ ' " ' lf1 'D -' ,, ' ., •• i- , J. )l i. TITLE 24 CERTIFICATE OF COMPLIANCE (CF-1) OFFICE AREA' I : .,__ : .,, CERTIFICA'fE 01' COMPLIANCE (par€ l of.2) ' . ':· CF-1 page 3 of 25·' ----------~------~------------~------~-----~----~-----~---------~-~--~----~ ProJ,ect; CARLSBAD SENIOR CENT&R(,ONLfIEJJ,.SCHOOj:, ·, , I Bnforcement Agency D~aigrier: WOLFF/LANG/CHRISTOPH~ ," :_ · '· : Building Pe,:mit No ' -;, : ' ' . ~ ~ ' ' . toli~tion: Ca,;lsbad . .-.. 1 ' Date, 6/26/1988 I Checked By, ' f I D'ocumentation: G.E.M, ENGINEERING, INC, · I Date ------------~-----M-------w--~--~-----~--~---~-----------------------------0 < • ' PERFORMJIN'CE APFROAC!{ Roofe and Floors Roof/Ceiling Rt (CF-2,3f Ext. Floor Rt (CF-2,J) · Walls Opaque Wall Rt (CF-2,3) Heat Capacity (CF-2,3) Glazing in Wal0ls . ' ' R-11,2 3,4 HC ,f~!~ :: En~rgy Butlgat CEC,OccupanGy 'l'ype Conditioned Floor Area ·, Total Number of F¼oors. Climate zone' -~ , Energy Budget . (WS.~ lA I ~ighting Adjustment (CF-5) Energy Compliance Budget Dffica 184.64: 2 7 lOl.O 61.2 162,11 Calculated Annual Energy Consumption Approved Calculat,ion NR COMPLY 2.- Exterior Wall Area (CF-2) Total Glazing Area {CF-2} Total Glazing Percent Average Total SC (CF-2) West Exterior Wall (CF-2) West Glazing Area (CF-2) Weat Glazing Percent Average Weat SC 41.4 % 1.00 SC Program Version Number, 141( User License Number , l,097, Glazing in Roqf Skylight Area (CF-2) 805 sf 501 af 62,2 % 1.00 SC 28 ,af, CBC Designation r -. CPO 07 CEC .Mult!pllez l ,0~7 Estimated Heating Coolil'!i Fa!)s Energy Use 0, 4· 26,2 10.0 (KBtu/sqft-yr} ' ' Lighting , , Adjuat:ment Proposed Adjusta,,\ LPD (C~-5)1,68 w/sf' Lighta· Recapt,acle 11\TAC ' Fan Wattage Index (CF-4} Cooling Power Index (CF-4) H~ating Power Index (CF-4) ' ' ' ' ' COMPLIANCE STATEMENT ·-Hot Wa te,r 0.22· w/sf Total (SCM-3) 16.23 Btuh/sf . _" 11,01 Bt:uh/sf _, · " . The proposed building represented in this se~ of compliance doeumentatiori ' ' is consistent with the other comp1idOC1> toms and worksheets, with the,pl,:,ns and specifications and with any other ca,lcul,itions br computer runs submi,tted, w~ti\, yhis pemit application. .. -.. , · _ , ,, , --E ' 1 ~ -: The energy p~rforll\anc~ estima~e presented on thia' fom was calculat.Jd using· the approved calculation method indicated above and with the CEC established fixed and rest~icted engineering.inputs fox the applicablo.clirnate,zone and oc:Cu!)ancy type, ,. · ' _ -" · -.. ,. ', SlGNEI:)' DESlGliER WOLFF/LANG/CHRISTOPHER 10470 FOOTHlLL BLVD' Rl\JilCHO CUCAMONGA,, CALIFORNIA (714) 987-0909: ,", -': T i~~f•~ ~ --' ' -' -ff ~ ~.• I ca.1,1f: License· 1/'1 ----- ' ', ,· ' - ' ' ~ CERTIFICATE ov COMPr,rANCE (part 2,of 2) -CF-l:f, page 4 of 2_5 , ,,._.,,, -------r---_ ... _____ ,...,. ___ ... ___ ...,.,,.,.._.., _____________________ ,.. ______ ~ ... -----""-----..... •; .-,}• - .:fi, Project, CARi..SDAJ) SENIOR CEWTERlUNIFlED SCHOOL 1, Enforcement Agency ,. '\I· .'·\, De,;ign<1r• WOLFF/LANG/,CHRISTOPHER ' Jlµi4llng Permit ~t ,· ~ ,,,,1 ,· ··1 Location, Carlsbad'_ I ' ' Data: 6/26/19811 I Checked By ,, ' ·,·i •' ,, . _,,, '. DOCl\ll\entationt G,JLM. ENGlNEER!NG; INC, . , , i Oat~• ' -' ---------~---~---~---~-----~---------------~------~--~------~~----------~--' -~ ~ Both Parts one end twq of thi~ Certificate of Compliance must be include~ with each buildil?Q permit application for the above noted building, and· appaai:: on· the plane sul,mltted for approval, The building feature's and,·. _ requirements represented on the Certificate of Compliance are adequate to achieve compljanoe with the second generat.J;on nonresidential energy , stnnda;r.ds for the building referenced abov-e. The btd.lding featu:i;es and~ roquirements are also adequate £or any subsequent,alterntiona_, modifi- , cations or aqctitions,to_the building.. · _ •,j • , I -' • l PRDJE(;T TITI.,E CARLSBAD SENIOR CARLSBAD - , CALIFORNIA CENTER/UNIFIED SCHOOL DOCOMEN"l'AT!ON AU'l'IIOR G,E,M, ENGINEERING, INC: 7950 DUNBRODK ROAD, STE 200 ' SAN DIEGO,, CALIFORNIA. ( 619) 586-0068 , ' ' ', ,, ,' ' ?l ' _,,, ,.i,.,,' ___..; : ' : Signed:/~.~-•' '~-· -~-:.~ . • 6h14. (,, €,,y~,. rf-. _ CAN/. /,of. Gf,r, "'H-Jt.q5<Sc:, -• • ,' •a I', " ---(-' OTHER DESIGNER ' Addrasst =--~---..,,-.---~----, City: ' ' CARLSBAD UNIFIED SCHOOL CARLSBAD ., CA!,IFORNIA ,~--. l OIS'rRICT C ,. OTHE!R DESIGNER, ' Si'gn~d; ~ , .,._, ---.,.-, ---_-,------~ ," ' ' j ' ,_ -, -~ , ' ,, ' , ' •'• ~.i t ,fr ;f ' = '' ;,;,•~ ·f' ,, ;: 1'-/ .' • T -~-c--:~ -, ' , • --• S ' -'", < -c _ ,--,-- 1 • _ > "la , .,_ , --, ', -... ~ ,, •• { ~ •, I • -, ' ' ,0. .,. ____ _,,~-.... ------:-, -------------------------------------------.... -----------------~~-------- TI.TLE 24 CERTIFICATE. OF COMPLIANCE (CF-:-.1) ASSEMBLY. AREA. , , , • , _ _ > a , T _L ' ' ' t-----------------------------, ........ --. _.,_ ----..,,.,~.-. --· -,.., --~-.-,.~ .. --------.,--,-, ---, ........ ___ ,......,_,.., ____ ...,.. ------ ca , •"• , • ; c a I ~ -;:-. 1· ,:'r ,--j.r .--.J ,, , ·t ~.-, ,,~ '·~ .... ~,, :~t-•~---/~ J,t ·~ '.,· '' . -1•__.~,, ,,.~· _, '' -_ ,-1 ' .f~~· ,.. '-~-,,, ~ ~-':_,,..~ ·~ > 1 ' ~ :E.'lTIFICATE OF COMPLIANCE (part l of 2 I .. ·, CF-1 page 3 ofi 25 , CER'l'IFlCATE OF COMPLIJ\NC:S (part 2-of 2), . CF-1 ... page. 4 of 25 ;;~; ;~~;-;;~~Mb-;;;:; ~;-;;;;;;;i;;;;i;iij;-;~~;~"-.-;------:-;~;;;;~;;;~;;-:;;;;~~; i ;;; ;;~;:-~~;;;~-;;~r;;-~};;;;;;;;;;i;i ;;~s~~ooi: ____ --~~-i'--;;~;~;~;;;;£~:;;;;~;; -.. -~ l -------' , ' Designer, WOI,FF/LANG/Cl!RISTO~HER -~ · i Building Permit' No Designer, WOLFF/LANG/CHRISTOPHER [ 13uilding Permit Nq. Location, Carlsbad < ' ~--~---• I ,,. .,,, 1-:: t<--I ,,/ .. ' Date, 6/26/1988 l Checked By Location:' Carlsbad . · Date: 6/26/1988 : Checked By t • -( I Oocwnentation: G,E.M, ENGINEERING, INC. I [ Date \ Documentations G,E,M. ENGINEERING, JNC~ I Date ----------.... ---------_::-, --.------------.. ., ---------,-----------~ ----------------~- PERFORMANCE ~PPROACH ·;. ' ~ \ Roofs and Floors ~, Energy Budget ~ Roof/Ceiling Rt [CF-2,3) R-16,5 . CEC Occupancy Type N/A 1 Ext, Floor. Rt (CF-2,J) R-0,0 ;. Conditioned Floor Area N/A 1 -Total. Number of Floors, N/A { Climate Zone NIA '-' Walls Opaque Wall Rt (CF-2,3) Heat Capacity (CF-2,J) Gl~zing in Walls Exterior wall Area (CF-2) Total Glazing Area [CF-2) Total Glazing Percent Average Total SC iCF-2) West Exterior Wall (CF-2) West Glazing Area (CF-2)· West Glazing Percent Average West SC Glazing in Roof Skylight Area (CF-2) Lighting lf-11. 2 3,4 HC ' Energy Budget (WS-lA) N/A ', W,462 ' 911 8,7 0.88 304 6ri?l 0.88 > st' .s~ %f SC s:f -.... sf % SC 28 sf Lighting AdjustJllent (CF-5) N/1, Energy Compliance Budget N/A j Calculated Annual Energy Consumptionl Approved Calculation N/A Program Version Number NIA User License Number N/A CEC Designation N/A CEC Multiplier N/A 0).., Estimated Heating Cooling Fans -_ Energy Ut>e ~~~ , N/A , (KBtu/sqft-yr) Proposed Adjusted LFD (CF-SJ N/A w/sf Adjustmen'!;' Lights .-'{, -BIA II/A N/A NIA N/A l!VAC Fan Wattage Index (CF-4) Cooling Power Index (CF-4) Heating Power Index (CF-4) COMPLI/l,NCE STATEMENT RBc(ocptqCle , , Hot Wat'::l-r• -~ ,. " N/A w/sf Tot:al (SCM-3) , N/Astuh/ sf N/A Btuh/sf ' ' I• l i The profosed building represented in this set of compliance documentation is consistent with the other compliance forms and worksheets, with the plans; and specifications and with any other calculations or computeD runs submitted with this permit application. The energy performance estimate presented on this form was calculated using tha approved calculation method indicated above and with the CEC e~tabl!shed fixed and restricted engineering inputs for the applicable climate zone and occupancy type, SIGNED DESIGNER WOLFF /LAflG /CHR !STOPHER 104 7 0 FOO!':!H:..:, BLVD RANCHO CUCA.."IONG.;., C.AI,IFCS~:r::;.. { 714) 997-0909 Calif. License 11 ____ ~ ' ' Both Parts ,one and two of this Certific~te of Compl~anca roust be incl~ded with each building permit application for the above note-d building, and f appear on t.Le plans eubnn ttad for a._pproval. The building features and 1 reg•Jirerr-enti rop.r-e-sented on the certificati.l-of Compliance are adequate to •, ~ achieve co~rliance with ~he second generation nonresidential energy ~tandardB fo~ tha build1ng referenced above. The building faatuL~S ahd requirement~ Bre also adequate for any subsequent alterations, modifi- cations or ~dditicna to ,ha buildin9. PROJECT TITLE · CARLSBAD Sr:NIOR CENTER/UNIFIED ' CARLSBAD , • .. CAL IF ORN IA, , OJ'HkR DESIGNER 1 Name: l\ddre-ss; City, ., SCHOOL Signed: ____________ _ t Signed: __ . __________ _ I I DOCIJl-fllNTATlON AUTHOR ~ER DESIGNER -' " Nill!je: ''---------~--,, Adil,r&s\l: .• '., ,,_ ~ ------,-c,·---.---i.,:-,r- Cit~ 1 • ~,~:. -... ~~-,,,------------~- '"· 'ii Signed, ------------- City, _____________ _ S~gned: ' ' " ' " ' ' _j " " b 10" 4=' ~ ~T;Sfi5IJIJL1 I r ' fil v',t? f-'-6oi B"f- .;FM P,7'LJtt Me.ti (;;_,,..., r ➔+ r j,:'c ti r A.D F pr1 -o/t.. 7 ------. ' MECHANICAL L~GEND: R.el::-'TAi--JC,, LIL.Af<,. t;llC.1~WCfa'..),(,. ( Fl p<-..;T OlrlBt.10lot---J 10 /.:;,I DE:; ~~I-low I NC7 ') fi:-1 v, I v J<.C> 0 tJ D v"--lc,, i.J.'.? f-, f<. fl,c;;x i de f:c,LJ1--I I/ PUG T Wor:,.\<:.- F:f'.,C."(A ~je,, LJ l.A~1 PUC.1 BL W l-l l,.Jif +f --TLlfe.iJI Ny VA!'-'E>'? t::>p.At,i::H TAk-B' .?ff -';'GI u,1,, f<-1= -ro i::o u iJ r;i -r f"-A 1JI;, i T I o N rl A i-J JAL-v c LJ H e: t--A n Fe 1<-- 00 r p I L-'i oi.JG-r r:-f<'::;;, e, 4 Df .Or rz-1:?.fuj<tJ t::. Lk: .. "f f-1·<,e { Df:01 [:::)(..ttALJL-,;,f ~tV...:;f r-l"c-E:-4' D~1 ce1L.-1rl61 J::,1 ffu-'7Bf-C.AF-r:-cw :t-lc1u.--re-,;, DI F,-E:G"ilOt--1 Of fWl,J) ~e-r u r'-t--1 c,,, F-1 L,L-e 6<..+v-,u"c-'f ~lx,--i l-::;7~Bf- f'f::;f--11 I 1J 0'fe CU p_; IC-F'Be-f Bf"'.111-".;tt Tttf;f--MAl..- {.1coo') e:;rJ++ L!i'-JIT fB!<-t+ollf- on eer HE::"fAL xr--1sw Cf"ft>~f::; D R:>L,ADe r.;>A 11 f'E'; f<.. 1:::ifA"fiC:.. f'f-B";;;-6Jf-E; E:::,(."f E:,f<-.tJAL-0°T ATlu ff<.,E;:°;.hJf--E:; +tO~bE; fci> J B~ e,~ l(.E +!Cf✓,:;;.,6 f o W E:f<- B ~ B~y BFf'IC.1 r::::~-r1 f'A"T 10 1-tfe: ft.r-1 0 q A I Z'O~E= PAM FBI<-"f-HE7f',J-10=JTA1 ( 0Atv1Pl,8') WAT e F-&iAu q e;- rl I i-J I M t.J r1 C I ~ J 1-r .,A.i-j I!;, oJ-i '5 I f,:; t:::' A! P:., Bu L Ff;, ( "' F) B ,J l.R..;:, ('" f) tZ~~~~Ft 11WiOOW v-J/ ACC\J'4"iqA,l,. eAL..LVAU/c:!, Pl ~'i~JG! Af.,Y.:1-\:::Jp~ ~ f'EpAiUFE' ~S- Uf.JI ON ~t-J~ ~~~l~~~t~.,;:1~~~,;1Xt:e,~D8' lYFE' ,._.q r"ffp,oYCP · i -' ., Mec+1AN !CAL M~ 1 M-~ M·~ M-4 M-v., M-@ M-1 M,,. ei M-'1 M"IO: ' M· I I -., Met"-tlANICAL.. L~D, N~, i,. TITLE' ri.+ Mect-!AN1cAL.. ~lf'Ms-JT ~lf:i:OI.JL,~ · ~~IOAL.. f1_.COf-fl..l'tJ-@f~NO l..EN'el.. Nufi~t M~ANlcA(... fLO'f'--fL,AN-0pOLIND l.hva.ca:tJ wl~lcAL. F!.a;p-fl.Ari-UfF'Sf-Leiva. tvl~~IC?<L. p.ccf fl.AN -No~T~ M~NICAL fa7F P~-~u . . S ~ Me:cttr-NJqi. f~pot.Jt?. · , . _. _ '~,, ;9, .... c., ~Vlf-ONMeNTA~ aPt~T~µ::, 4,«~~~1~ ~ 0~ Me.cttl'tlief'.l.i-r~;r1LP: "\l~s"''~ MG<,t,~tl1,~L, c ~ ?\Ith 'i • M-iz. IT • m .,_-:' __________ .._ ___ ~,~:_•,~-------------•----------------------------...1.-------""".'----:-:---------------...l.-----------------..:.------...;:---•,J, .. _------~.,--~==;:::===============::i=======================~==:":._J ~ :., ' ...... > ~ ,t Meel1N-!k:;,6,L.. . ~llfe'- ,b.,('--c. ,, i ... , ' -i ~ I ' ,_ .. i I , , I ,. ' ' L:. r .. r r --~ ' -r_:-__ - I ---~. • L..I~·-~ t--:-::~.:0-'. ~- ' -----1 --....:..-~ t -· ;·~· ;-_':- ,._ .. -",-·--f-~~~~;.~~-;~_:=-i-- [~~3;;~2t~' ;[__ --L __ -k-=-~ -::-~ :.~:2::~_--:~ t~~~~~:--<--:~~~~~-~;1r= t -...c· "'---=-.-.-_::_::;-_--d-~ . I ' ' ' • ,. '--''--r• 1 '' KEY PLAN CONSLA.TANT GEM JOB NO 406-1 M AFf'ROVED APPROVED APPROVED G.C.M. Engineering, Inc-. msD OUNBAO(l-1( ROACt, STE '<'(II; $1..N DIEGO GALI FOFINIA-g,21u, PHONE (61~H-86-0000 NO DATE BY REMARKS DRAWN DATE M-1 SCALE JOB NO . \ ' i >- >- . I , I "· · COIL SCHEDULE iAIR SEPARATOR SCHE.D.ULE ! . t----------------------------------1 fEX't'ANSION TANK SCHEDULE !~A-fR. COOLED CONDENSING UNIT"SC--HEOULE; . ~-.._,............,..__,.....,,._"" . AIR HANDLER SCHEO_ULE· EX-HAU ST. SC KE.DU LE Tff'c CfM *e;,.,., ~\16D ' ' (,_ MAKE~U.P _AJA UNI.T. SCHJ~OUL_E-- ,__---,1-----+--------------------------•---l .. rv.A.V. BOX SCHEDULE r---,r-----.----------.--:----,--------,--,------------r--,-----.----,----,-----.--------------· ~, ~11ot-1 . ~~m-el~ CfM p,.;.~e:. 1-10" 0,1>,TEF-<XIL, ~-: ~ :,r.. J -e~~i = l ,;J\@" 1---.,.....,-----1--,-,c-r.,-~-=------------+-t-1_1N_. _,.Dei':_J_16!4N. ~1Jl~' ~-~:!_-i...A.r _ -~w r L-.w ,-. "1PH wrP..~F' ~6!1J ; ,,.-::it ~:1 \ qJZB ~, , ~?)···-~~~~f~~(1) ==~::~-:: :-::--~~ --~::--~-;::.; ::: ::: :·: _ -:~:--:~:1111 -~~~"":""":-'+~ -:_,:,,...,::--f-;-~c:-1~-+-_ -------,-.------------:-_--_--, ~ -?!f-,1 me:,~Cr<'/ff5 ~siv~~~--24 -!;;a)-,~ -2~~7-~~. l!o• 1~0 fW0 ~.o ?01 .ICJ 11 ¾a1~(Z1?) ~/411¢ 12 11.,i, ~?J."1~--[!ANG~ 112A~~::lf VC-WD ~~--~ -10;0 ---j_q7 --%0 1 \;," 1et?0 -l~; -~.o ?,01 -.2111-1/£'¢('2-J';;'J 11~1,p 1J1~- 1.· ~-~ ----~----~ ------~----~· -----------~ ------------+-------------------------• _ . ((_;} ~ LL-tAR17.S 1"AAJg; :IF-Va-Jo-17 40? !080 2:~.£; ?'?° 110• je,b" 1W0 .Z .4 -5_01-· • -11 11 1f,z1tt,(z.~) 0/4~ 101¢1 : --®-orrll--r:: "l'AA~l!.w VG'.vJ~~-n---4;; · I;:'° '.2"-' e, ~?~ _ i10° 1w0 14-d ·· 2.4 ~ ;1 , • !?11 lfz'~<z.s') 0;411.p 1011<t>-- ---?¥; ,-OFF!CC -~:II' va-Jo-11' -4,;o·--..,r;;--;~~:B-":;~ -!10° --1~~ ·;-w;;--24-1:1;d" _-2-011 "i;;14>)1.6)-~/41~ -r;,11,p (' ~: arr= 1c.E: ~tJ~;ff>\JO~D-a.,, 1i:;,o ,;,oo 6~ ~~ __ 110· j6o" 1w0 o.c;y ?,01 ~-7--11 +V-z-11c1,-&-,.-5)1-ei-~-111-+--c;-1¢-------------i ., P,UMP SCHEDULE BO]LER .:SCHED.ULE ,-. . -~--~--•-----•.___J_•~-~~--~---~·--__....._.~~•-•·••---"~---------~~--~-L_,a __ ."!~. L_ • ____ _ UNIT NO, "" I TC.HeN ,.\,;:;,,:;:p t--1~-llP ~IC¥, II~ -,-a,,1p'1 t-,,!opeL..,-i,::.:t:'. ~1':1,a::v e>TIJH NPqljp,.t,,.L.. ~""-' INPLIT - ze,1 ,,21:;,o e,sruH owrf'tJT l-\S-6,.'"fiN<:St. ~ c.rH @ o. c..,,ll l;¼,f'. we. Vc:>L..i 1 ~ F~=/,;,o c.yc.L.&:,;, 1 111,z. H.P. 4' ~'?o P.F'M, "loo lb. ~. WT'. DIFFUSER & REGISTER ·scHEDULE, ---~ - -~;:::~---. -~. _ 1_ - .. . , • . . . KEY·PLAN . , ' ' ' CONSULTANT GEM JOB NO 408-1M G.E.M. £ngJneerlng, tnc. ',g'5()-0UN0AOOKAOAO..STt 200 $AN meoo CJiLIFORN"1A s2,~e 'i'}Jt)NE ($19J !i$-00613 AA'AOVEO APPROVED NO 0, rE BY 1 REMARKS F . jo\.:: I ci CD· '2. eoo oF rl -----1 -·~<-~~·· L_;II II L :~" 20 P,E'.L--la" bUCf i UF TH l",ll F«:>af W /e,c,t,, :(l'(P: ft;::,R ~) 9 MECHANICAL FLOOR PLAN -GROUND LEVEL NORTH ~CALE: 1/8"" 1'-<},',( r10 ' 13; -·--1:, • I A B C D E F G ! ·r---------------------------------------·-------------------------------------__J ~ z ~ ~'------------.....i...-----------.L..--------------J..-----------..J.....------------L.-------....1.--..L.._J • • In ✓, KEY PLAN C 0NSU. TAITT GEM JOB NO 406-1M G.E.M. Engineering, tnc. 7!1-50-DtJN8RClO~ ROAD, :S,..E 200 SAN DJ EGO, CAUl'OFINIA 9~1~6 PHONE: /i,19) 68!>-0008 APPROVED NO. DATE BY ~S DRAWN JL.-1 CI-ECKED J;-/4-: . DATE SCALE M-3 ; .... ,. -.~. ,,. . _-,-..: -.·./N ·_ ' ' ,'----; c·, 1 ) • -· I /¥--X c:Y...-.JI-I +1 co-,;2, 12)< 12. ...., 1 )< I 1-60 Cf 11 ----W------'~ ~ id' 4' .\l ✓ <fl I I I ~ii"' J,2'1 1 ~&e, I i ! ,ze, I : ,Z,"70 vf 11 I I r+--~~---:::;-;jiF::;;=;::;:;;;;J1'2.' ',:j, ~:;:;;::1;111 , . [0'4'~.1, eJ'" 4' up -~ ,. n·4 =,- 1-Hf::.ll ~.'od'F', _J 1 ~t 2-00 c-n ---'r':.-;-___ .,,,.. ___ :_t ~-=------· j --~-~~--~ ~~---»~"···•-»-r · 1• C0.12-, 11.1 v IZ: '2..f?D Cf"r1 /·~-4, ( 4) '-,'"".""/' MECHANICAL FLOOR PLAN -GROUND LEVEL SOUTH SCALE : 1 /8" = 1 '-o'i '· /~-~ -·~-s-/4'•, _ .. "'-•, ..... ~:,) i 3 \ / i ( 5 \ \ . ! \ ! . . , ' I . , '-..:~/ ,....._ __ .,,,.. ,,__, \ ,...~-,, /~¾, (1'1\ {i2} / ~, i 8 \ . 7 \ \ j I I '~/ . ,· ,,,,~,,.,/ ..... , .. / / ·-✓ St------------------------------------------------------------------------------------------------------------..------------------r-------,---11 ~ ~ ~ -~ L... _____________________ ..__ ______________________ ..__ ____________________ ...., ..... ____________________ ...., ..... ____________________ ....,. ..... __________________ ..... _ __, • • □ ,___,..,_.,,, KEY PLAN, i CONSU.TANT ':di GEM JOB NO 406-1 M G.E.M. Engrneering, Inc. 7960 DU NBi:-ooK ROAD: STE. 20.l :S/1,N DIEGO, C/IUFORNIAll212ti PHOf.lE· (6 lg) 5$6-«,&:I ,JI !Cl/ED 'I , . t,C DATE BY F£MAR<S I' 3-1 s-"-jJ e-e,s -se "~ "',;(,,.. ~ 0 / .----i- DRAWN, LI ··-Q£O(ED Jo ;,,..,. ... DATE M-4. s:Al..E J'.:lEI~ ; ~ 'f 5 9 / ?!-...::~~~~ ------ 1 rs 1,ldi~F~--f'. -'~I -+--1! ' Lr•'-- , /'' 'kr-t---"i:!i'f¢.;·rn l 1 Ill/'~~!~~~· .ii~ MECHANICAL FLOOR PLAN -. UPPER LEVEL ,$CALE: 1/8 1-0 10 / iL--------------'--------------..1---------------l---------------L..-------------.i.----------------- • • EB '--' 1-...,-• KEY PLAN CONSLLTANT GEM JOB NO 406-1M G.E.M. Engineerlng, Inc. 79-W Ol!NBROOK fl.OAO, STE. WO SAN DIEGO. CAllFORNl/1. ~2~28 !'KON:f: (619) 5il&-006B CI-ECKED M-5 DATE SCALE JOO NO. ! / / / © @ ~ >< z.c;:,11 P-6U!:w:-F'-\ DJc,-r ,t H_,:;V[) hJ" "'r"l:~P r~)DAn.<1 ~ I w j I ~ i I I I ,, _/ f / -· ___ .!,' ------- I ~I -==~:::::::::::,:=====~~~========~~~-~~~~~-:;;;;;_::;:;; ____ ;;;:;;:_ ;:;:::::;;:;;;~ ___ :;::: ___ :::::: __ ::= __ :::::=::========j-~~=,, ,==------c___-'---"=----71-- ·tJ ((Ji ' " ----; ___ ----_--_::.__-~---=-~~-:::::_-I i ji ,: ' ' i J --~------------~====~~~' -~-~~-~~~~~~~~-~---~~~--~~-~--~~~~I -~¼tl(1/frrcrt~. -------------------~ --;-~~~1//////. ~--© -----------~~~------11 I \ --> \ I I II Cl' CONDe'.,N"b.J.. ~N -'W Flo.-".·., m, .1Nk -' tY+\.sc:ot-J __ ~& J;p.MI\I, ~ P-..~Jl;l~ . © 11----1-0e6 tier r j I ' ' ~~=it=fl I . ~ I t '--"-i tJf.At; ' ' I, =--L----'rl------\-------"\--~-~ -I -r,,J " r'-X'f ~ IN(i:;j ---~~x _.:;:!.llt::,Uf'F'i)( t::tl:;:,f fH~tJ e," ;<. l7 II ~Q bi..12:;f 'fHP, I ~ L.INtT - iMECHANICAL{':ROOP PLAN ~/NORTH; ' . . . . . . . . .· ·, -. -., -. .-· ' . . . ' : ! ~v/ I I I' ! ! i • ' "-' ...... -_ ·,_=_-,·, ::-~·: .. ,c i~-'.-:s .. '• - "' =t:i:- "JE.".' •-~·- EB··--·• -_:-:_. _-_-.. ,·. •. . CONSLLTANT ~-"'-"'--~;;:~~ . '· -. GEM J013 NO 406-lM :.:'G:E.M._-Eflglneerlng, Irie: nsoDUNaROOKROAO. ST!;,~ SAN Oli:-00. CALlto_RNl/1, 9~126 -_ -:· Pl+ONE:(tl-19} 6Sl!,OO;!ll Al'PROVED APPROVED Al'PROVED tQ ~-,i ~-w~:. C/1/::t_. 1. O (} #I,,' . NOi DATE BY REMARKS I ' ' ' i ' i ' ; I ' DRAWN ' ' ·.'- ' ,r,,, Cf-ECKED :M--6 DATE ----·-,-------:-__ -. ' -SCALE -·· ..oBNO. . '· ' . -~ ' . . I . ' J .-.. ' • y -; - -_;-~ ~ ----~ • ' -.. .., •. t ' '. 6i ' / j . . , ; ' .. ' • ! I I ' ' ' , i f ,I ' ' ' ' ' ' / l j I I I l ! .. ' ' ' 1 ' ' ' f r I ' l ' 1 1 , i ! • , g 0 '· I / 0 g . . ' . .. • r l +----+------+-----------------' I . ,. , I ' \ ·' • J . ' ;- I l i • . ' • i l . I i I ' .• I I I i • , 11f,CONCQIS>,:r, i:,~~11J TO-~ e,,r.Ji::. . i ''( f'TCAL -. -l''-:"i . . I '---,,,,~--,-fH+-e.J'x ~ .. .;· . < .- • • 1 . . I l ' --------,0 -------,® _j' I '! ., , j -----+-----------~----------------·--® r ) : ! I I JL..-------7~=====::::l:i======7i~;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:::::::::::::::::2If•~V ======!!:::==:::,l_,±:, ==711 -~-• ---+ ---------------- ~- -~-----j@ i ' , l ' ---.: 1 •. , . ' "\, I l op , . -~ -_ r----~;'5.-..,: ~--_ _...L---~-;"";'-~::~:~ . , I I ' ; \ ! • \ \ ' . ---' • -~-~-.0 , · . ' ' ., ---.. -_ -;'i~~~~~ --'--" .~1- . , . . ·. -'•, .. :·: ~y~, CONSU..TANT 8EM JOB NO 406-1M ' : u.-. Engineering, Inc. lllK! CI.JNBAOOK l'IQo;O 5-TS. 200 Wl=Df:00.~~ --- AfFAOVED Af'F'ROVED Aff'ROVED l'l), DATE BY DRAWN ,0, CI-ECKED DATE SCALE JOBOO -__ .,. I • I -' j -J --'---~ - SECTION A ' ' . I L [ ~==~•lL. ___ _ ,~ ! ~1,r--~ i I I f • ~•'. C , . I ·~"' --,1 I , _:i 7r· ;I Ii J -~ JI _ -~ "" ~ ~ i I A ' ' ' - ~ \ :,_ SECTION ' 1 ·;:::··=--:..:.:• ·-=-· ==-__:__-=---===-====- _J ][ -~~ ?vu,-...,l~~L . " ' ·1 -: I' LJ SECTION ~'>-t...t;:; : "1>/Jc,, ~ I -o (!iJ ' ' Il l, -' ,_ "1; I . l,J I - ,c:.a;--~ ~-:_:, . . . -::.....- ~~::_;:,_ ~f~t==---,;~ --~ :~~ _-::;_ -_ "~ -~?/~~~~ ·-·:_··x,~:~~:} ~-.: : ,, --- {~ , .. --• tn ---v KEY PLAN ·-- CONSULTANT GEM JOB NO 406-1M G.E.M. Engineering. Inc. 7:aesQ-DUNBF'IOOK R0.110, STE 200 SAli DIEGO, CALIFQ.RNlA lrn2B PHOl~E (~l~J c,1!6-0000 APPROVED APPROVED APPROVED NO. DATE BY REMARKS DRAWN Cf-ECKED DA1E --· M-8 SCALE . ..oBNO ' ' \ ' --i T l-----,4½f-f l:70? cotJTp: T AVA I l,A P.;>l.,. 15 6Y-81"BM q-"TiOf--)1-_,:, -fO BB A\IAll..,A!c!J:; JJOT itJ 1rl1 "J cc,fJTf'....v.,:;1 \.' I ----~ ' . • • RI .. , .;, ' . . . • • I: : : '. : '. ~ \ rfVf1.J1!:~ ~~HYJxt: ( f!Jf U fZe.') AH-1 & cu-1 SYSTEM CONTRO.L/MONITORING DIAGRAM ~e-ru141 Alf-,__.,,,,-,----~"-,~.J------:/ ·,-veL-cc11Y ::-,enJ '__, o F- r----------i+Ji;,, ~~ -l-re;A.1ir-lGJ .-------!"-ii" -eifA&ie:::: HE::Aii Net r-----,Z ~oi F;if ~ ca? l-I r-J01 .----t6"f ~Ac..,e C:;:,?Lir-J«t y HEAT r,lJHP lJ NIT if.f,ivllNAl.6 24 ·1/0l,.TLIWIP,,IN4=\) IN' coND IT (1YP- l-io vol:f /a.4 vol.,T 1~6 Fr> f:: 11 e !<- fHE.A.T PUMP col\ii-Rc£i'sc1-1eivi.A-r1.c ,-. ·.' • . . . . . . . . .-.. , _ _-_ ,·. ,. • . • . ... -·-.·, -·-. . ' • -, . ' .. ,.-. -. ' .....• ·. >--'-, ., e /1V1ocui.'ATl"'G CAMPER SVSTE:M ·c::0N1"ijc:i[.' b1.Af:l'RAMI 6CAl-B-; Jot-Jc (T'(P'. Of 0(C:!fE-N0 Fl-IF-I , ftlP·--:0, f'HP-t ~ f'Hp-t:;,) ,zoe,v I 1!:!Cf I I I I I I : : '. µ-01~. 4:>WITCH @ I I I \ ., ' . • , .. ?Av~eJ::? Dx CO~DB"µ/;;>!~6] ·LJ~JI1 [)J/: opef;:.A"TI Ne:i CO!Jf1<0L.,1:, I ., ' , . ' . '2,:\-v,>C, iJ.o. f<. f ' , ' ., , ' ., ~N.. t-J.c., 0 I / ' , , ' . Vl/?CONNec.j 6Wl1a-l ® ~8\//Bf'/&Ot-~ @-~ 7'l---------#,.,__--------j P~~~ec;r" :::,i,J 1-r c++ e: ,ej' Af-1E:f"~ @ ,Z4'VAC, I . 6uF'f'\-'i AIF- INl.-~T eiu1ce VANE-N~Ml?:,l)( BY Al P--HAND USP-MF I"', '----I. 6') . V. OP6p-AT Of'-eo, CC-'NTf-OL. N rf-, · e.:io'J/31!?/b::' t-lc ~~~~~~ ... :r:, Eµ:..__, 0 -11-11-11- I I I I I I -DI~ -0Hlfa-j (I' ,---------=--0_--=--_-A ~ 11.ov/ Ir/ uitfe ffi ---~1 L-Sr,:. W llH fl-OW 6W ITCH A[JD c:,1ef<.4'rl NC::j ~ 0A f'E;"f )" COi'-1 - AS Bl.TILT crrY OF cARLSBAD JyllJN1C1PAL PROJECT J-c.C+.c,-h--l/; J51t(fj i ~ -~} '.;;; ~ ~: ·:~ Ji~~ . ·-:~1 .. ~i --., \ .-. . --H-4.:;."1ll•·, '+'--., ?i.~ . ·' :, ' {J ' ' ·, ' . a-· . ' , . ' ... -. EB·.:· ' . . .. . • . KEYPLAN . -. --;-... ----'-~-~~· . !=====~, CONSULTANT GEM jos NO 406"-1 M -·q.-E.M .. Einglneei1ng, 1nc: . 79M-DUNeAOOXROAf/.STE_200 •. --·SN,j CllE00,_C/\UFORNV,, 9212-& • • "K0NE:«i,~g,f.ll;f;-006e APPROVED APPROVED APPROVED NO DATE • BY REMARKS ---~ ----!- ' ' 1--+-+----~---+------------1 g 0 ~ \ 0 ~ ' ~ ~ ~ ffi ' , i W oor;:; t:;Gelc.-recor:-. __ __, ~/S11~ " e11 l.Jr Wci et::iL-'[0 ~-0½ o,:;. Au.. APOUNP - CA~1 61f<-IP W fl'l.() P.:::T fi:;:, L-o:::. f<:. t 1:--l 01 (f£--6f'F.;,i<, 10 L-'Tf-LIC.T DI.Y_,i:,) 12,lui If.? lfJ.bJL-A11 oiJ ,..... ~tJIL-T-Uf f<'.COfl ~ f".AC---f c>~ ~FICA1Y~[; p;;oor w~ --,. ,_ ., \ -. /. · ___ '_-'· _______ :-_" •--._'•· :· __ :c•, •. -.-• ----"· _______ ,_j~~:..._____ .. -· _-____ ' --• -• L. a ~-•-· ~:•::..... .• _-.. ~:.-.•-~ ___ .....:.::..~.:::. _ _-_c}.L __ ;_:_:_,_•_, ••••--___ ~;_'-·. ~:,., c -~ , I ttoJl3 fATe;D &t,'r-:' e, D. BNC. L.-00J;,-, e. ( I) c-,Ne CA~ 5>e, 11 ,y""E. x 6Y '"' bf: ~? I~ ":'•iL)i.;, oi' .2><•\--·- W ,;::,;:µ f"f<;A t--~ I N G, k,;"' IG. 10 c;,A . - C4ALV, -STL r;;• lc:-r _ AU-Wel,1-'BD l · ' Co i-Y5rF;: u C..1 I c~J ---l-. SCALE: NONE • ' I 0 ----------A--.-~-t . . ' '/' ' , . ,, ,['' . ' ./ / 1' ' ,, .;Y ,;-. r ,' . J t-. ~-•·-. ' ,,k="'=-~~b . ~--·-·---------. -~- H·IO .-. , ~1 ~1F-I i '---~K-Pi2AFT P.AHfef',, t1-IO \ 8 r1, ID :CABINET EXHAUST FAN MOUNTING-DETAft~ SCALE: : NONE: >-,. / , ~ fYJ2:. '-' \'., >., lo: 4 1o<5r7o,-,-J t:,Er'..,;f i ctJ oF LI i-.Je I<'-6HAU..- ove'l"'-i.A" Tt-le:' ,::..,1 l.,Fh I DJCf LIN Bf-___,/ '---AU.... B~D;-., oF l-lNE:f<., L INB'ft 1 o Be ADHBf<BP TO DuC:,1 W) \007; ,6,-CJ!-\e:slYe To E,E'; CLA"TeP i,J / Ar,;;.,He:--... 1 ve B+.J~ Of" L1 NB~ $1-tA.. ll ioE:: ?~uTre [.:;> F' I ~I l~'j -ro c"le1+1eta-' \ f B_RAN'Cfl · DUCT DET AlL: \ I / / I::> , 1/ I / ' / 0 H-10 AS BUILT ClTY OF CARLSBAD .,,,,,-,,,cm', I ?lcCTI:.CTS 1¥1.U I '>i .L 1..L-' ~--' 7 H·!O . !,. - -• 0 •, ;''~ a > ~#+f7':::aiw/, _.\. -.. ~-:/--:: . .;!;.,:~,!) ~-: --~;:?~~1-=· ··~,--;. ~~-.. ~-'-J . --~ • -, -~ ... _,_;.:,_ -j~;~j --t' CONSULTANT GE.M JOB NO 406-tM G.E.M: Englntering, Inc. 79!-0 OUNBAOOK ROAD, STE.. 2llO SAN D_I_EGO, CAUFORN\A!l2126 f'HONE:(tl1&-)586-01>88 I . APPROVED APPROVED APPROVED DATE BY REMARKS DRAWN .0, CI-ECKED.-1,Q_, 6. DATE .OBNO . ' ,, , j '.,,, ! . .. :it-• ( .. --' __ . .---, -n-t p:. o A t7 r:e. r) . f'-0° cr1rJ VAV IVC-X -ri.1r.t-1 p.;.,Jc,1<:-L,e <-r...,,r) t5t,E;VA1lorJ 0 [;'QJ A~.lctfoF Pf. 1'c11 7 / VAV P.:;OX [co co E2l WE view r,\IA\I BOX MOUNTING DETAIL; SCA.LE ; NONE ! lFIRE PAMPER -·.DETAIL MOCUL.,bs"T7N6l ~ VA~ ( 0 -i,.J,6:7,)- jc,AL,l, VALV!;Sc.;, (frP) /\ . . ~ H~!;-----1f1--Kpi-!lt ~1-"-t11---t'+---!ll-l ' , ~ HW0----1$1--1 ~,...,+,_,____,:r,_,t_ . R .COIL OETAll f,f I i ~-~f ------6Uf'F0~1 '1c} cttA.f-.ltJeL.. .--t,-lu-r AfJc,1-fcie,. f01rJ1 ''.A ,;: 0 11 -----1,..,0c,f<..l-..lAW E:,f<- --------Al i<C~F1 CAP-:>1..-B (TYf) -F->12A61<--ef tr1r fof',-~) --f1.ACH1~-1e Ff<-Arle J>.t-Jct-bp'-1"i.-A I e ( f'OI f--iJ 11 F.J'') 4 H-! 1 1 f;,AL,.L-V.A l,V6-· ----1 I r-I cp1-·--+---+---L-----,~ 0'[12Alf.Jt:::"t2 ~ ~ 1Bf<-rl I r-4--re D i<A r iJ \ A 1 fl,.C'Of'-? I i-J ~ \ 61:';E;. pl-r-16], t;.-~uit:.>,--.l ~/4 11 D/<AI~ ----- ' :pulViP pJr>1NG. DETAIL SCALE.~ N◊NE I \--~~ l----,L-f'-,._-1---1 <Pt-----c ----IN·-L-INC FWNF ffi e rl ·1 I .---+t111 -.u.TTT l,A.0J 10 OO~f'.6115 W/ BX.f"Ai-J? I Ot-.J ~L,7'" (1"'7'f') --';----- µJo, 1 '-"'1<"-e / tJ1p·1H, 1.":o" ·w lt:O'' (e,\ I 10 84,1 0~,,1 -re 9t,,1I 11 11 ~ up ,_SCALE : NONE P:t,,,A.<;,H I tJ 6i ( 1.1. c,,A u&ie ~e;e;r- M B1 AL-; -~ CAiJT~Ti<=,il"' (TYf') ~ ------- 2-i"x 1/e:''.--. A":J Af.:Ct,Ye AiJc,, L--e -:)1 C:. e * I V4-"><-I '14" )I. l/e,1' I l/.z.11 XI 1/::1-1 J<-Ve-/ I 1/12.'' ;,,, I IJ!z:1 X 'c:;/ l&I I e_ll ,,_ '2.f' >< y4' .,,..__ -?el-;;,M 1c 1<-E6-rRA1i-Jr -blf-A p ~ (7'Y P,) -6'KBf3T H eiAl,, :;e,f'-,Bl-J6 \ L,A::'.q -ro cotJcf".-E>fe ~ \ µ/ E:,;,t.["'At-l-010N f:'.;;?L,i (1Yf; ' L--,:, cf AC I NG! t+AN&i E: I<-~Is<'. 4'-o'' e,'-o'' '2.'-o" 4'-oli e.'-dl 4-c,11 Q.;-d' 4-011 M-11 . KlTCHEN MAKE-,UP & EXHAUST SYSTEM CONTROL DIAGRAM • ---: -. ---·--._ ---, : -_---• I PIT'-CttED ·-ROOF DISCHARGE·-DETAIL! SCALE :NONE rl-11 _,,..---4';,/e,II ;.,.JP, i-lc::;,06, <'.S?U t:::-k -CON"-IE::Cf ft'fil ~ .,,.------1/+1 NEEDL.t; VALVS ,----~~~~LA% ..J/C<X¥0 f ~ :t: J_ ,r-DUA.L-LOW HA1t",t', c,tJr-q;fi0 · _,,..,,..J~:l,~~ffJMrl/JE,Jf~~"J r __ ,,l~'¥:~:;§~~7 -7f ~-~/-41 jo .A!F: 0GfP--h-"ToP. ~'f-0'1 jo flrJ. fCl?f ~--__ [ ___ --~ ~§~~i~ 71~tsr ,z f,. fX:: ' [) ) "'----------------- --------------l,J,W,.l __ (exre: r, 1 or-,; .. . :EXPANSION TANK OEtAI.L.'. 1SCALE ~NON H-11 ~-1rJILT I I . .._ -1 CONSLLTANT GEM JOB.NO 4061M . G._E.M; E'.nginel!°r"ing;"-'rnc. --- ~~Ol/r,,/Bfioor: FjOAD. STE". :2,.,."l_ $Ar. Ol(QO. CAUFORNrAfl212fl ' , . -_MIO~'E· (tilS) ~ APPROVED APPROVED APPROVED , ?Utt{(;~($ lo I :i C!;.'J-;;, to u OOiDATE BY REMARKS DRAWN ~.o, CHECKED ~,CJ,/"-, i;; ·--~ ~ DATE SCALE - JOO NO. . ' ' .. • C' • c-" -.-~ .., 1· ' ' ,; ______ '. :-.-:.·:c.·.,,-__ .. .• ' ' a: _ _.:__.....;_ .. -.•.-----_.:__,_ . · .. -_ ',_'. •,_,_" -. ---.---·, ·-. _...,___,.,_. ; . : .,, .·, r,~--c --, , ffi f:IOT·,WATER PIPING --O.IA.GRAM PIPE ANCHOR DETAIL SCALE ;iNONE ' ~ -4-~PH ("~Y) '----' \ "o/~¢ Z t $!FM ~ L-,_..Ji-..µ.--'"'-· --- _i:,,,__L"--/Jc--J,..-' y f:~, l ;~ • .J~ . / ~---t-Je::s-t::te v~ ~~I CHEMICAL FEEDER DETAIL SCALE : NONE I I C<;?\L., L.eVBL.. z.YJ o.o, ~U::.,TIOtJ L..INE,- 01\... if>,vbf' (-?J 1 D6EF)-----' 1 REFRlGERA-NT PIPING DIAGRAM , AH-1 WEATHEAHOOD DETAIL ' 2 H-12 H-!2 M-12 •', ·• ', -·:,. Ji i .. 114+} .,::L ~" . -" ..... t, . ' ' .. ·:-., > ~--._,. ·-· . . --. CON.SU.TANT GEM JOB NO 406--lM, · ·a.E._M. Engineering, Inc:-: . --,'.11~-i:lUNBROOKAOAD,"STE..200 ' S,l,l,I Dl£GO, CA.l 1.FORN!Jc '1!2Wll !'liONE·(6l'i')_~--" APPROVED APPROVED APPROVED NO DATE BY REMARKS · DRAWN JLJ C!-ECKED J.c, ~- DATE SCALE MM'12 I I • . • I ][, 1,._....;.;. ____________ ....;,;. ____ ..... _________________ -_ __. ____________________ __,1 _____________ _;,;·"---------;,_---L----------...;.--------,..,,...L-,.....--;------------------------' ' . ' JOB NO. i ~ ~ ~ z :, w @) +48" I O 1 : ., O> o-0 __Q__, Q)+ MM MM rn o LIA-1,3 _/ Iii 11 SUF:F~E -,JF""Lu""sLH = = SUF:FACE FLUSH ELECTRICAL SYMBOLS INDICATES SUF:FACE MOUNTED 60X FOR ITEM SI-IOI.LN. INDICATES FLU51-1 MOUNTED 60X FOR ITEM SHOI.LN. LIC":sHTINC":s FUXTURE REFERENCE. SEE SCI-IEDULE. MECHANICAL EQUIPMENT REFERENCES. SEE MECI-I. EQUIPMENT SCHEDULES. NOTE REFEFiitENCE. INDICATE& MOUNTINC":s HE!e:.HT A60VE FINISHED FLOOR. INCANDESCENT LIC:,I-IT FIXTURE, CEILINC":s MOUNTED. a • SWITCI-I CONTROL,!', • CIRCUIT NUM6ER. HID OR INCANDESCENT WALL MOUNTED Lle:.HT FIXTURE. FLUORESCENT Lle:.I-IT FIXTURE, FiitECESSED IN CEILINe:.. FLUORESCENT LIC":sHT FIXTURE. 5UF:FACE MOUNTED. FLUORE&CENT Lle:.l-lT FIXTUFiitE. WALL MOUNTED AT HEle:.HT NOTED. FLUORESCENT STRIP Lle:.HT FIXTUFiitE, CEILINC:, MOUNTED. EXIT Sle:.N, WALL MOUNTED. EXIT Sle:.N, CEILINe:. MOUNTED, ARROW DENOTES DIFiitECTION OF TRAVEL. FLUOFiitESCENT LIC":sHT FIXTURE, W/IN51DE LAMF ON 6ATTERY FACK 6ALLA&T. FLUORE5CENT 5TRIF LIGHTING FIXTUFiitE, ON 6ATTERY FACK DIFiitECTIONAL LIGHT FIXTURE, A~OW INDICATES AIMING DIRECTION. FOLE MOUNTED LUMINARE. &WITCH, 5FST +4$'. U.O.N. SWITCH, a INDICATES Tl-IE FIXTUFi:tE/BALLAeT CONTROLLED 6Y Tl-IE SWITCH. SWITCH, THREE-WAY. &WITCH, FOUR-WAY. SWITCH, DIMMER. INDICATES TWO SWITCHES IN 2 GANe:. 60X. SWITCH, WITH PILOT Lle:.HT, FLUSH MTD. • +48'. SWITCI-I, MOMENT ARY CONT ACT, FLUSH MTD. • +48'. WIRINC":s OR CONDUIT CONCEALED IN WALL OR CEILINC":s. WIRING, OR CONDUIT CONCEALED IN FLOOR OR UNDERe:.ROUND. FLEXIBLE MET AL CONDUIT. SUF:FACE METAL RACEWAY, 'WIREMOLD' TYFE. LENC":sTH A5 INDICATED. CONDUIT TURNED UF. CONDUIT TURNED DOI.LN. CONDUIT TERMINATED AND CAFFED. 1-!0MERUN TO FANEL60ARD. CROSS MARKS, IF SI-IOI.LN, INDICATE NUMBER OF WIRES. FEEDER OR CIRCUIT NUM6ER& AS NOTED. UNLEe& OTJ-IERUJISE INDICATED, 2 "12, 1/2' C. 3 "12, 1/2' C. 4 "12. \/2' C. !', "12, 3/4' C. 111111 II I Ill I 1111 1111 Ill I1 IIH MONUMENT MOUNTED TYFE DUPLEX RECEFT AGLE. DUPLEX RECEPTACLE. • 12' U.O.N. b "12, 3/4' C. 1 "12, 3/4' C. 8 "12, 3/4' C. I' C. ':I "12, I' C. DUPLEX RECEPTACLE, 60TTOM I-IALF SWITCI-IED. • 12' U.O.N. FOUR-FLEX RECEPTACLE. • 12' U.O.N. FOUR-FLEX RECEPTACLE. FLU51-1 IN FLOOR. A60VE COUNTER DUPLEX RECEPTACLE. SEE ARCH. ELEVATIONS. ISOLATED GROUND DUPLEX RECEPTACLE. • 12' U.O.N. DUPLEX RECEF'T ACLE, FLU5H IN FLOOR. SPECIAL RECEPTACLE, AS NOTED. • 12' U.O.N. JUNCTION 60X FOWER OR DISTRl6UTION PANEL OR SWITCHBOARD. SEE SING,LE LINE DIAC":sRAM. LIG,HTINC":s OR AFFLIANCE PANEL. SEE PANEL &CHEDULE. SPECIAL 5YSTEM PANEL OR CA61NET, A5 NOTED. CIRCUIT BREAKER FUSIBLE SWITCH. ew1rcl-l. g30/3 30/3 [fr (!',) [SJ-" ~ ~ $M [fl lZl --s-- -CTY- --v -- --T-- --FA- --D-- ---<illll --<11111 F' ~ 0 ~ ~ @ 6 ~ [BJ WATER 1-lEATER. c;,f;;i:oUND MOTOR CONNECTION. NONFUSIBLE Dl5CONNECT SWITCl-l. 30/3 INDICATEe ewr. SIZE. FUSIBLE Dl5CONNECT SWITCl-l 30/3 INDICATES SUIT. SIZE (!',) INDiCATES FUSE SIZE. COMBINATION MOTOR STARTER/DISCONNECT, 51ZE AS NOTED. MAG,NET1C MOTOR ST ARTER, SIZE A5 NOTED. M.AC:,NETIC MOTOR ST ARTER FURJ',,IISI-IED WITl-l EQUIF'MENT. MANUAL MOTOR ST ARTER Toc.GLE 5WITCI-I. FAD MOUNTED TRANSFORMER. CONT ACTOR 6ACKC":oROUND MU51C/50UND &YSTEM CONDUIT. CABLE TV 5YSTEM CONDUIT. 5ECURITY eYSTEM CONpUIT. TELEFl-lONE SY5TEM CONDUIT ONLY WITl-l FULL ROPE. INDEFENDANT F'U6LIC ADDRE5& SY5TEM CONDUIT. CONDUIT ONLY FOR FUTURE DATA SYSTEM WITI-I FULL ROPE. TELEPHONE OUTLET eox ONLY • 11." U.O.N. FAY TELEPHONE OUTLET 60X ONLY • !'>4' U.O.N. CLOCK HANGER RECEPTACLE,•'.¾>' U.O.N. SOUND SYSTEM SPEAKER, RECESSED IN CEILINC":s. SOUND SYSTEM SPEAKER 1-lORN. SUF:FACE WALL MOUNTED. f-lC":sT. Ae NOTED. MICROPHONE JACK FLUSH IN WALL • +12' U.O.N. MICROFl-lONE JACK, FLUSI-I IN FLOOR. SOUND SYSTEM PROJECTOR OUTLET FLUSt-l IN FLOOR. TELEVISION SYSTEM OUTLET. FLUSl-l MOUNTED • +12' U.O.N. CEILINC":s MOUNTED MOTION DETECTOR -ONE WAY FOR LIC":sHTINC":s. CEILING, MOUNTED MOTION DETECTOR -TWO WAY FOR LIGHTINC":s. WALL SWITCl-l MOTION DETECTOR, FLUeH MTD. • +48'. FIRE ALARM SPRINKLER FLOW SWITCt-l. T AMF'ER SWITCl-l. FLUSH MOUNTED FA&51VE INFRARED DETECTOR. WALL MOUNTED. (3) INDICATES ZONE NUM6ER. PET AIL REFERENCE, ___, ____ PET AIL NUMBER -----cf---eHEET PET AIL AFFEARS ON. VOLUME CONTROL FLUSI-I MTD. • ->48'. ABBREVIATIONS AC A/C AF.F. AIC ALT. ARCI-I. AUX. A OR AMF 6D BLDG. C6 C CA6. CLC:,. CCT. CONN c.o. DIA. DI.AC:,. DISC. DIST. DN. DWG EC ELEC. Ell.IC EQUIP. FIXT. FLEX. FLR. FT. GFI GRD 1-!G,T I-IF' HTR. HZ J-60X OR J6 KYA KW LT. LT. FIX. LTC":s MECH MFR. MT. MTD. MTG,. MLO Mee NEC NTS NO. NF oc FH OR (I) FNL. FYC F REC RECFT REQD REQMT RIO RM 5t-lT. swr. SUJ6D. 5Q. TELE TERM. T.T.6. TY TRANSf'. TYF. UON y YA w WF AL TERNATINC":s CURRENT AIR CONDITIONER A60VE FINISI-IED FLOOR AMPS INTERRUFTINC":s CAFACIT"l"' ALTERNATE ARCI-IITECT AUXILIARY AMPERE 60ARD 6UILDING, CIRCUIT BREAKER CONDUIT CABINET CEILING, CIRCUIT _ CONNECT, CONNECTION CONDUIT ONL-r DIAMETE!-< DIAC":sRAM DISCONNECT Dl5TRl6UTION DOI.LN DRAWINC":s EMFT"l"' CONDUIT ELECTRICAL ELECTRIC WATER COOLER EQUIPMENT FIXTURE FLEXIBLE FLOOR FOOT, FEET C":sROUND FAULT INTERRUPTER C":sROUND I-IE IG,1--ff I-IORSEFOWER HEATER HERTZ JUNCTION eox KILOVOLT KILOWATT LIC.t-lT LIC.t-lT FIXTURE L IG,I-ITING, MECHANICAL MANUFACTURER MOUNT MOUNTED MOUNT INC":s MAIN LUG,S ONLY MAIN CIRCUIT BREAKER NATIONAL ELECTRIC CODE NOT TO SCALE NUMBER NONFUSl6LE ON CENTER Fl-lASE PANEL FOL "l"'VINYL CHLORIDE FOLE RECE55ED RECEPTACLE !-<!:QUIRED REQUIREMENT RECEFT ACLE OUTLET ROOM SI-IEET SWITCt-l 5WITCt-l60ARD SQUARE TELEFt-lONE TERMINAL TELEFt-lONE TERMINAL 60ARD TELEVISION TRAN&FORMER TYPICAL UNLES5 OTt-lERWISE NOTED VOLT VOLT AMPERE WATT OR WIRE WEATl-lERFROOF GENERAL NOTES: Sl-tEET INDEX El eYMBOLS AND NOTES E2 elTE ELECTRICAL FLAN E3 elNC":sLE LINE DIAC":sRAM E4 L IC:,t-lTINC":s FLAN, C":sROUNP LEVEL NORTH E!'> FOWER FLAN, G,ROUND LEVEL NORTt-l Eb ele:.NAL SYSTEM FLAN, G,ROUND LEVEL NORTH E1 Lle:.t-lTINC":s FLAN, C":sROUND LEVEL SOUTH E8 FOWER FLAN, C":sROUND LEVEL SOUTt-l ES e,1c;,NAL &YSTEM FLAN, G,ROUND LEVEL SOUTl--l E10 LIG,t-lTINc;, FLAN, UFF'ER LEVEL Ell FOWER FLAN, SIG,NAL SYSTEM FLAN UPPER LEVEL. E\2 ENLARC:iED KITCl-lEN FLAN t SCHEDULE E\3 L IG,t-lT FIXTURE Sl-lEDULE E14 DETAIL& El!'> PET AIL5 Etb PANEL SCl--lEDULE5 E11 FANEL SCHEDULES ALL ELECTRICAL EQUIPMENT 51-!ALL 6E 6RACED OR ANCl--lORED TO RESl5T A HORIZONTAL FORCE ACTINC":s IN ANY DIRECTION USINC":s THE FOLLOWING, CRITERIA, FIXED EQUIPMENT ON C":sRADE FIXED EQUIPMENT ON STRUCTURE EMERGENCY FOWER EQUIPMENT ON G,RADE EMERGENCY FOWER EQUIPMENT ON STRUCTUFiitc 22% OF OFERATINC":s WEIGi-iT 33% OF OFERATINe:. WEle:.HT 33% OF OPERATING, WEIG,HT !'>0% OF OPERATING, WEIC.HT FOR FLEXl6L Y MOUNTED EQUIPMENT USE 2 X Tl-IE A60VE VALUES. SIMULTANEOUS VERTICAL FORCE -USE 1/3 X I-IORI ZONT AL FORCE. Wl-lEFiitE ANCHOR.AC:,E PET AIL5 ARE NOT Sl-lOUN ON Tt-lE DRAWINGS, Tl-lE FIELD INSTALLATION SHALL 6E SU6JECT TO Tl-lE AFFROVAL OF Tt-lE ELECTRICAL ENC":slNEER AND Tt-lE FIELD REFRES>ENTATIVE OF Tt-lE OFFICE OF THE &TATE ARCt-llTECT. :liL,_ ___________________ ._ ___________________ ...._ ___________________ .._ _____________________ _,_ _________________________________________ _ EB . J<EYPLAN CONSU..TANT BZE# 406-1E Hl'iU & ZAIIIT EIIEIIEUIH. lllt. 111~0 DUNBROOK FIOACJ-, STE. _100 SJiN DIEGO, OALlfOFINIA B2128 PHONI::, 568-00IO APPROVED APPROVED APPROVED · /()411~•-·i ' .·. . . ·"'jr . C#/J.1 () • ,,, . /.,.. "-.J NO DATE !sy REMARKS I -•--~-------,. .__ -------. . ' DRAWN Ct-ECKED E' DATE SCALE JOB NO. 1 '...: _, i- ( -----___,./"c L. ------------,.--~ ~-1.· : f • C --J I I ,, --, )·c ---~!- 4 (TYPICAL) 5 J~-14 (1'(f'ICAL) 0--j -' I I ,,c=·~c/c-'~ ' ·.·J, •1 ., " ' ,PINE AVE. -,.,-:·---. ;-• I • \._ __ .j_ _ _:_ __ j_ ;::.._ ----,---· = \ 1 ®J~r-(P, ' l ~ General Note: & '2- EIS C, -,_"'---- I. ~ ,-Exl07li'J0 "7D0!:1Si' ! fOL.E:. : ·_·c--y----·:.._ -~---r--:·,_ ------.. -- 0, ·/·- ('5) 8 11 (E::P-,) PVC ~DU1i6 ONL::'( ca-iCP-E;-rc ~N:;;A-'0E.fl\E=NT C::XC,.,..,,P.ilON !::V>C~ r"I i.. i... 4' ' G0M F'l"OTION PE:f"( SDG-ct S 4oE:fl,VIC& e'i\,JIDE: . ~r-~· .. --., ~=--11DOAMP ,'2.0/208V· 3¢·4W _L TeL.S . 'Tl?F'-~, ~0-"TTc:>-2 11 (4>1 6 1>< ~4'0) "CU':70,; Oi<Sf. 0Ec:f10N-0 . J;OOO AMP, \J>JIJE::"'- . --~ FOU r-10 ,PU L 1. ":,ii:C. T 1 ,:)tJ I. i ------.•' , r·, f: 5·7 I I II Electrfcal. Notes.a i I I I I C ; l-, I, I ► JJ CJ z G} (/} --f 1.,: 11;< 121k +11 DE:E:P NEM,A 11 111 Box V'-1/ ~EioV'-1 COVP-f,,<.. MTD AT I211 .A. 1=. F FOP-""XTe¥-IOF'-L-~Tl1'-.b ·.""-__ .. -· ·::FlAIN Dl',,11:l'.1·?.JdflOH ..__--'..,,._~~--~-0...:<;,~'1 TC. 1·1 F:>OAF,D " H ':c>B '' '2-. TIME GVX:-,K :ti-I ~ E.><T E':-i<: I O F-l..ie:,H T I NE, CON TF2 cl, ~ 2/~8. ''~-~-- 800AMP !'2C/'208V· 39'·"\W 06'N1of,\ ci:;rlff;c;;( ,;;,,.,,r. '?~CT i 0['-1 ~ II f>VC ( 8P..>) CON OU l'T ON!;( \',IITH P l.,1.-c.-p.,;;,p Sa Fop,. c;t,f_,._1:; Tv CONN~Tl(?N. (2) 411 P'VC, (E:P->) CONOi,JIT ONL.""( FOF< 'TS,,•-1::.:f'HON~ ~ i'i;-yi l\j I 1 H .PU U... P-OPS. , ( 1) 4 11 FVC. ( Ei-'~) C.ONT?i.-1 11 ONc( POF-TE:;::l,.ef"',-10N E: ~18~ v,.I 1TH pi.h.,. fi..OF'ii:'- 0. 5"['US -UF' (7),-A-11 H IG\-1 VO!;fA(,;,e CCN Ou rr .§ Poi-S '-'-Pc;::.i. <SD&J. S \ WNDE:Ft G>FOIJN D 'i:\1'>,NCJ,Ai::..:;::, -,jt:; ?J:?4 , ......__,,...___~___,.A--.._..--/ 1. CONi'l'<AC'T~.-. ":l,,.,..,_,c. 'Ff'Ovi Pe ff IN "-j,1J>s-l. \J ~ CON C..P.E::7 E::: Tw,,t,-i~M Ei,'p,. F5"--D ( SOS et &E:- '?'T'A'-i:;;;ARD :!l-'8-4'2.t?) el. TE::fl,~ I ~E /',NO 06-P (I) 2 1 4' (2) 4 11 CON OU 1 -rs PT Pfi'<'.?P~i'-( l. INS F~ C/'>e:,.. 6:-~c;:',11-=,1 ON ,AND 'Tf:::l..E:P)-ION €: COMW>-N'( C.ONi'-1 E:Of"k::?N. 4, 4'1 fl,1610 <:.ree\.. CC>No:i-eTE:: F-I1..:...ED T~SFOl"-M e:':i'4 F3p.~1ep. PQ<'.bT (1','F? oFa) FINl<2.HE:D f.lrn-1 i e,oµrs Or E?;-(T~f2,i Of'-v,,iµ IT e E:,f,Jfa,M e:... ' f"O"JT<'";!., "o\.{A-1..1.. P-,E, "?'~'-1 ~c.,v~ f1'-l1~ Gf,i!,ADl:1, 0~ ':lPG-._ e ~N~D ""~04- ,Ve['1f7' ISXACT LOC-Fflc)N AN[) AIMIN& Dlf2.\::.CT10N OF l,ANf)<i:;,C.P,.p$ 1..IE:>1-11 Fl:XTUJ2.E:~ N/ L..ANpe;;;.c.APE: ~a-. I T ~c. i A j .Joe, ,;;,.1-r E: f"fc.10f2 TO f<Oi,.i&µ -IN . v. MOWN-r <S!GN f'l,>(.'Tl,,F'-E'.; ~1-o1 r20t-ll WI i..DING '31E,N @ ~i::;,0 U1"'f'.J~ .AIMING AN.bi..-e:. TOf"',br'-0 '51Gt--. II, CONT1'4"C,TOf2-SH,6-J..'" f"'¥ZOVIOE;. 4 IN",:,TAl.-l.. '3E:;-CON0,A,p.-( <:,,-STEM 41"-ND>-iO"!::-FE:P. "!oD,:S, 4 E=> ~_,b,N DeA;t.t;, ""~ l4-, f-11'-N 01-iOl..E,;, 'oi-V>-'"i.. r::,~ 6-B11 l.' )( ~I 5:, V'J X 41 II DE:l:?P v-, IT-, F"Af.1.K v<-(1>-'( CO/ef--., 4°-ND~O...E $if P/>O COlvl 81 f--1,t,::-:c,N <o~i.. f-:,E-. INq,~ L. 5 0 PE=r2-'$DG 8 5 S~VICE'; G\JI DI;,,, r"--'------~----~---~~-...,.--------------·~-~ ( Z. il'-,'.:,TA.i..i.. ,z.x 17 CONC.~e,E:. c1A'-t:, Ho1.,e. I 3, !Z'.e,~ TE;. to.-L-AIZ-05 "1V M C71 ..!6 f'Ol<.11 ON OF- 5, c, ,::,,,.JA;... K ,o ~e, TAI N A<;r.,e<-M ~l<'-Y AN D c.1.-1":A,,._ D~IN l-lNE::<& "'of<'.. e,~~::::. ii--J"T"f:~e:-Pro!Z.. ,¥.:;, pe.,ic:, :D1C-K-0AW.OWAY A'-,Jp ,OM S::.E;..ID 8-10-~ • • 'EB ' ;::::r= • KEY PLAN BZE JOB# 406-01 E . HOW" -& UMMlf Elll~lNEnlNS, !He, 7BMI DUN"EIROOK ROAD, STE. 100 SAN DIEGO. CMJl'ORNlll 921~1\ F"HONE: 5-86-001() 0-.==~.,~~-;,:~.n·=-=..,..-.,,.., -,-~~-;-c:;;.,,:.-_,.,,.-.·~-==,:,,,,,..,.,_=.w,r=J=i."l'i'..>°"'"""T!''.c'cC,?'IC!,-""'il Aff'fl()\/El) I APPROVED r-=•"Dli"a~C¢'-'Ciil="'-'""'-'='""""'•'"'-"""''"'=··"'"";'i"''"""'="I-"'l I -==c--~,,.cc·•~s.J·· QR;,mT~~™-•·M~= .. = --;: --•~. --~•-~ CHECKED -C:i .. ·•·. I DATE E-2 i ~~~ •• ··~~··-· •? =·'. . . . •• I \ __ _,, __ l "CU"?D ' ') 3 ) 8 ) ?;> ' ?, BU¾E:D Z'Z~ foO 100 ) 1~0 -:::,pf.CE:. ' '2.'2S 400 100 1i:,c> -~ 1.S> 2 ':> 'Z!, ,z.~ ~,-. > ' <t ill' Vo ~/ #-&> ui/Z.D,, '2 ''C...-------"q, (Af'PfZD><. ISO FT,) PANE.L "le" PANE:L "ID'' f',ANE:' ... ' (COMPU1Ef; 11 1C-1 . F,OOH) C.!~CIJIT ~~E/i,.Kf:.~$ fU$ED $t,.li.TCHE:S N-2 OF POLE.$ = 5 N" Of POLES -3 -TJ2.IP sl2E . ·~ 225 FLlSE SIZ.E =t 200 -·-F~/>-..ME SIZ.E. = 225 SWITCH .SIZE = 200 AIC. ~ATING ·~ 1000 "' 22 BU&SM/>-..N FUSE· TYPE = l(.Tr-J -ie. ) :2 ) 2~0 '2.1,S 2.'2'3 '2'2.S. 2':i 'ZS ' " ,. PANE.L "IB" PAN el "IA" ?;, IZOO !'200 ~C, ~-MAIN Dl"::>TF1-IBUTION 6WITCHBOAP'-0 ''N6!o'' ,zooo AN P l'Z0/'7-os v-'? ¢-4W BP-Aceo AT So,ooo Al~, ,,. M M 1, ' ,__ ' I M I '2 ico !) ,) 3 200 l Boo -i<TN-~ ,_ f<.RPC -"~~ lrp'° I ~-s\ 8 >-.i '~ I f lFI W/#8 6i f'-D, I '2. " c.. ------''1::b (;>,.Pf'~ ,@PT:) PANf:L "If" FANE:L "ic;j•• PANe.l- -·-"t#-1 W/#8 C,,fZD., '2"C, (AfPFOX', 10 FT.) ''IH" PANt: L "1.A' PAN eL "'2 b" '? 4oo ) tj-oo 25 ' , +-···-------·-f ,I' 000 MC H : W/if<,z ~12,0., 4uc. {,APF'fi:o")o(, .eo' PT.) -----~------~'Fi'-4/c> N/'!!'-4-012-D. ;2.1/a,_ II C,, (l"ft"FCX', 1'20 Pr.) PANE:L"IK"-PANE.L 'IL" (KITCH c.N) <'.,\ 12-ou N D L,. EV e. I,., -SolJTrl 2 NOT USED 3 NOT USEP 4 NDT Us.ED 5. FUSED Mt,..IN iYPE.. (i:, NoT Use.o 1. 100 AMP M!='ll;.F-~~T' fi::'FZ-f"l "5 Ai...l'f"-M "='r'erE:iM. B. <#'410 C<Pf'feP-ei:?ND To S'NC.~Lil25 . "I ~4/0 0FF\:::ii7 ~ dOf-.JDWO!??F"-Tt' ~CTL1F¥,I-GIE::l't::L- U FE~ a>FOL!ND e 1raT!:\!'M, AND co~~ APlNg,. : bescr1ption · CLJ-S D Of FIC!=. S: PANE; L ;, I B" PANE-L ''!C" PANe:.L ''1 D'' PA i-1 e L 1 ' I E:: " f'.ANSL r,~1 01=:NI OP'-CE:.NTf-12-: PAN!::.L "16!" PANE:.L 11 111" PANE-L ''IK" PANEL. ''It..." COMMON PAN TOT'AI- CUC..D OFFICE . 'SS:N 10 FL C-TF'-, COMMON P..ANet- Loacf(ln voltampsJ• :z~~ ~ lh1CO ., e,~e,z 206"\0 149hl 2'1"1~/b &10~ .q jj a, 1 '2.01"1 VA+ Z08 .f'i§ 4 . -:;. AMfi5 * t-...-------------------------'------------------.""'·. -.. -.-. -................ _ --.,. ... --.. ---------------------------.----,----------------------..,._-----------------~----'---"T"'"'--------r-...., ....... .. ·~ ViSingle'i2ihe:3".l;)ia·grafu .. · t{oi'_TQ''scALE 'f1- . i L------------------------'--------...-----------------·-r~~--/~ __ ... _,-___ ;_· ._<_:;,_-j __ -:-__ >_-~-:; __ ._::_:½,_:~ .. ~"--:~L~;_, ___ ~~~-~-~~:--~_:--· ___ ;~·~-~-'-• -· .... _____ --,~~~...a..-------------------------i--..i..-----------------------'------------1i.--l, .... _ __,..,.. ..... _ ..... ~,~ .. i •-.a c ·.--, ., ),:., ' . '· ' . 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CI-ECKED . e .. ·3 DATE :; SCALE ! JOB NO . . ' . .. ' " . , , E F I. 17'" 12, 1V4-11c To P"--NE.L 1A c1RGu1, 2, 4,0,8,IO VIA l..iG>>-<TING 2Ec.A7'<a 'fc.· I~ p!.-'2.' \..(?v;>;'~E,;:;) IN o,.,e,1NEi'". f'P.;,OV,:, F¥-Ne.c-"1,A.1 1 ,:.:;,e5 0,:112-IN('.,,. DlA("',;:,P1-,A Yi ,it 0 / 6 I 4 , 'SSE= DE.TAIL ,d:'3/6.i4 FOFL l/1071ON DE=Tr::,.c7op,. V'llP..1r--,10 DIAGi==1/'-tvl , 'To ~ · f¾t,,.-( l.. i(S:,!-1T ! NG, '?!Ai liCH i t-,1 L..IG>Hi'I NG,, CA!:,1 r-, i:::. T. '=>E:.8 NOT ·c: " 4' cf De TA I c.. -1; e / -= 14 170 1 H t:-.. I ei'I N "'-0 11 D -e>i..J F2-F'AC€: tv1OU N"jeD t--E::tv\l"-11 ! ,, C:NC-Lo - <::.U,<:.1:: NI ~ING::>iiD 000[2-FOP, LIC::>i--,TI NG, CONTi:,.c,L. oa..;1c~s. f'fi',OY I DE: 1·"'t..7' VJCUD P-,AC,<:: bOAf<.D FOi<-N'OU N'";",N& PEVICe:S I NSI OE: c,,,..e,. S>~S DE:.TAI l.. :i; 7 / i;.. 14 . j"c) ""'iGMTIN(;, jZ.~l.A"7''5 fi:.-1, P:.--2. ,P<"[" f'AN~I.. ,, IA 1 '?bE DETAIL. "'0/s14 . s~~ ft)V'-!E.[2. PL.AN Sh&i:T e:e::. Fof<-f'ANl=l.. L..,A"(oi)T' 7 "::lOU ('-.D 0~r".?TE:M ~~ . 06:?-;-C:_:,1-1:i;;.T E::-7. To Pl>("T1.,,f1-E ·r--rP~ 'f 11 '='>t:'.:.~ c;.~1-r. E:~ 10 :;o-oia CCli'--,·r. i~ :#> I 'Z. 1 y6-C. TO 51", I Te+-1 Ei S ' $, f, '::l , h , '1 1 <: , n, , 11 , r 11 I N DIM M E P... CAP.;, r-,,,G: i . ~~ ()~TAIL ""' /G 000 ~i "2:>L.-1 08f2, T-(P8. Pl MM ,;p_. DOv"i N To J28C,epi, ~~ti::-'3HT E:: I? FoFc,. CON1, COIAN To p&:-,Ep T, 0GE:'c c-~~·r. si:;;; ""Of' COf-1, To Pltv,tv1 Ef<-"'=> 1 p'· i:i': 1(t/ <oE:-0 DS:TA l-=If 9/r:,. 14 . 6) i=:1.x11.1j-!-E::: --:-~rp,; '1..1' 1 N G;6-L..L.5i'<'-~f 101 To r-::e MOUNTE:P A,,;:;i.01 A"':f U ON, .. (g 2 jo",-''"" i ! ·--·····r1· 1---) ® 17 FIX1Uf-l,G; T-:r>s "HM. AND ,ADAf"TE:12-.,.0 F,:,t:, MOWr-.Tl<'::) AT 1'2.·011 TO P.:.OT70v1 Of' f::lOX. 1'-;PIC::,f'{.. 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LET1E,c.S TO READ: "PROJEf,TION SC.12-i:EN ', S,JTCH Pf<.OVI.DED BY SCf:EEN MFG,R, o.1 SL -ON N ec I sw ! --r.c>· r::= aFZ ~-'._ ~--\/p._ .. ; orx. 2... ~0..-.J 1 .~( .. :".-f e: r--1 7'-S-0J /H 1:-c:, ::.I . f/ r-·· , o ~-r :..:; "?E:-f: sir---JG!_J-~-l_..1t•1i::.__ v'AC,.;..-c:"_P-1': 'Sr"E:"f_l ~IRE':.MOL-[J G-4CCO ~P.ll2c;;, s:J;:2F,P<"E ME.-,-AL.. i'<-/'0I,:.AiA,' 11-J/ 01V1r-'l:::.~ lv',C)l,N,e=:v Ar c\':'.)')\iC ;cc 'iO B::,f"TOl\.11'1/DbVGE0,A·';, "'.:,HQll'-,N '21 ...!UNC..-:-ON F:>O.X ..:.Oer"-T2D ?0,0Vc-AC,Gi;::.S~0,o_;_:: GI-<:::, FOP- CONNb0T ION TO f'F-1.0.J Gc-10"-i SC;..>.SE::f'-. ,'?fu Ape.Ci-,. ?-G. p FCf2. e.XAc-~TON '::,f..i~ A-7 ,z4-" NI ,?E X 3()1 H 1&H,.:; ,;,,•' OoiEP r::::Y'<'~A,t::::::2..:--,',l i-sA'-P.:iox '::>SE "!::>1--i-T, S-~ '-OT "" "' 9 · N c:: ~:_,'\ r y p E. 0' '20 ,·' ::JE-V ,: '::: "I p '~ ~c~'. >! 0 c.. ,, ' ..:. l) e,ox '2':,, ~!TCH AND f-1-E:-CF PT,Ac..,1_8 TO BE= MC.)IJ I', .,..SD e. 4e/.A6o/~ JU 1-,i C 1 i Oh 6 0 X LO C .AT 12' D A 30v >::. 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' ' ' " ,. \\\ NU"=>10Pr-01N0 N-.1P-1i=iE;:F<11 MpQ.1''c:EE "::>HTE:h. COr--;t"-,c:.Cr1c)i-,I A';, "SrlOWN. '°'L..7','\00D oAC,<::P.,Cl""-¥r:) r::¥PANISL.'ZAFi::,E,Dl?"",.;.@.;,2_1, ,.,, , ,"[ A ,:: F -o ...,,,,-TOM ' ,, ' .. ,_ I r...,,,,._,I • \-1::,, .".-1:·lf ME:.CHAN1CA1-E:.Ou1PMEN1 LOCATl:'.-D or-,! f'OOF. '?EE" \ ,,,,,., ,,; HEcr-DWG::;,. po1, ec.xAc-r LacAT 101-1. \,,''·,·~ -.. ---'.:,l";f I t-------------------------------------------------------------------------------------------------------------------------------------·~_ . .,_1~-~--~-~~--~~-:~_-,.!'_· ------T"""--1 i I '-------------------------------------------------------'-----------------1..----------------...... ----------....JL..---..J...----1 Power Plan: Ground Level North 1 ' ' L : !:• -.-1--~·1 ',: ' ' : ' ;, . I t-----4 I . . L__J ,_,.. I EB KEY PLAN ' CONS.l.TANT BZE # 406-1E H.CWN ... zuum USINHN!NG. fllt. 7950 DUNE!-ROOK.ROAD, S?E_ 100 SltN CHE{l0, CAtlFORNIAS:!128 PHON'E: ~116 001 Cl AFffU\iED NO DA1E BY FEMAR<S DRAWN TCll- CI-EO<.ED l-z DA1E E-5 SCALE JJB NO. • ® ®f--------------~ 0 I. 4, 11.JOic,A..~ NO OF" Ri:',:',-0/U ~e,...F-- FOF-T'.V, t!>Y0T!;:M----_,___ ---~ JNDlC!A-i~ HQ OF 2/C, 'IF 18 A~i, WN~ISLC'SD fOF<- Id 1' -! 6~ __ , ___ --------------------·---·----------------... -------- 1 NO i c,A-"TE::'E:> NO, Of"' 4/C :i'!F-:U?,, &,:#=I$ FO,'-JSP- l.-i M iTE<.;;i C,,1PC,1Jrr c:;,,..,E:,J,.E, POF 0scuiz.rr( GrS"TS'M ------ _ AUDrr0/2-IUM --_,,-·,' ---------------~=..c: ~ -~-- 5 9 @ l --g ----- L J ' --. ~ecuritv Svsterri Zo.rie Schedule • • ••• • C • • • • • • "'• • ZONE#' AFI-~ C:O~L..l-E::'(7, I 0AU-E::F-1 IOl 2 Al-lDITOP-!UM 10~ i ~Cl?L-Di-,f,ZIO'r 0-Ffli:-& ,:i OiNIN6 s 01=:'N IOF-cet--rfEF-, CONSLLTANT · 0~1111 l_ZAMIMlt EilB1NeE~"AIN-9.-ftlC. : j,Q;~(l O~li9A001' ROAD. SlF~ 1_()11 $AN -Oli:ClO,, CAUFOFlt,1_1/1. 921 2(1'' Pi-lOJ'fE, 5!1-6·00W. Al'l'flOVED Al'l'f!OVED Al'l'flOVED ra«t~,. , -. -j CqJ?,'20' NO DATE BY REMARKS L'.Gs 19-, 7-<1 ( ~ /¥:?-E;';t.Ja_::r0 DRAWN TQL ' Ci-ECKED ·E-1.6. DATE SCALE . . --",._ . JOB NO. . l I 2 o, e, 00. C-0-0 CL 0-0 0-Q, '---- @Luminous Ceiling Plan· E7 NT'=> • / 10· 10, 19, 20 \/IP, U&hT1N& // P.elAT , ,, p. c::;' A I PAI'-, el. 'IG' P-E-L.P-7' -o i:l-8 2o Al-l,T-''/ q, PQL.5 Mc(:,-1 ,.aS'-D i'\,/ 120V c011,,,L-OC.-ATED 11'-~A'"( CA31 N 2.1 ,l>,P-,0/i':, PA:-,, E -10' (4 ·,",~.,/' ,""'~~~-t Ji \ \_ 'ft ) -~,,,,_,,,,t 5 ,,,.,..~~,., r·1\ / , i '5 \ \ "i ; \¾_ri~) . ! ----~ ~ MA''! DISTK I E;U T 1~•.J ~~l1 "C...d ~_,(._;A)~D ;'MSB·'1 r'::::--~ (i-i, ~/ r---1 . f~ 7 -• --C -t-=~1 L,_,! JAs••~"' 1'-, J 2; ·~ 0 Electrical Notes: -· ,,. -J :. a.E;;fSf--ro CE;TA1 L..# :;,_, 1:: 14 Fop-MOTIOl'J ,?c-sc Tof'- ~;f,l.1NE,, P,"-Gf',-1"iv'I , i. POV-.N -;o ~CEPTAC_E: C:Sf.:E. 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I {4~;,;J,,, [;/~ _ _,, :::-... ~ ' ':·-. :·.,,_ '\_•., \ {;,"_·, { i. ,' \. -~ -- < \ \ '·•:-'-'a It---------------------------------------------------------------------------------------------------------.--~ ; Lighting Plan : Ground Level South 11s·,1·-oo· 1 iL.... ____________________________________________________________ __. ___________________ .._ __________________ .._ ____________ _,_ ___ ...., _ _. -• EB CONSU.TANT KEY PLAN BZE JOB# 406-01 E , HOWN & ZU!-Mn EN51NErnlNG. IKC. 7S5CI OUl'fBAOOK ROAD, SlE. 100 SAN Ol!eGO, C1'LIFORN,A 921 26 PHONE: 5S5-00'0 AR'RJVED APPROVBJ APPROVBJ r..() DATE , BY IEMAFl<S QECl(ED OAlE E-7 SCALE .(ENO -1 4 /'-. , I 14 I @',-/20 0 _E_i.E_C-'1-'-f"--'IGc... /'-L__;c_f'-:..00_-~---□-,. ..... _,,,,_..-.@ 147 - l1c:-f'A-< C ~ ; I I G, ,1 l1c:-FA'-IE,_1 i H Ir f-3/'-N E:: L.11 , f ' ~PA,'ibL.1~11 :1 ' 2 Enlarged Electrical Room Plan ~-e-114",1',oo" ?.,~-~"'- (1 (l) °'¼,,,,,/ r:=:,1 l', ~~ '. '•"'"' ~ Electrical Notes: (Continued) 32. Pl<OVIDE SWITCH ir11fi,! ENGRAVED COVERPL-1'-TE TO REi>sD; ''MUSIC SYSTEM". PROVIDE. 2 .,.12., 1/2."C. To Sh!ITCHEv vUPLEX AT 61'(,J:'(,P-OUND MU51C AMP IN EL[C .. RM. 147. (~~2..4>'(,, ;,.JL..L-BOX A="'.7✓E'o-A:' ~'.:>5 ':cL-E:. C2-1-1>.J0 j Sc-:;::,..:a~,,,c;;, "'i<.Do':.. ,.,,i;c~-"':) -....--o J:2 ~t-"" '<>°'.'"'A,CE. 0 Electrical Notes;, I. i2"1'ixlr.i:>"'e!XC.o'D~S:v\A"I'' P.ii.-l.. BOK0Lif<-==ACS MT"D, Ai 12'" A,:--,p. TO ~o:v'. ~12. ==LJT,j~;':.:;. l..N, :2, Z"C.o, t-J;PUL.L.. N\i26 TO lv'1A,N :)1'<:,T~.BJ.,.10N 0,✓1TCH::;o,A,2.D 0TU[3-UP G.AP At--.D T,A0" fUTUi<-E .<-i c.,N. "6::: E, 0,N0U: _ . N 5. :J A0F2AM 01-,-;-; N o E:6, 4. M~C,.-{As.; ,CAc-e::QU,PME,'-IT _OC.At'::9 ON ;20,:)F. 0EE -...::;:::,1-i, 01"<0?'.;,. FO;.;. i::X,'¾Cf -~;:o-J. co ,v: ~, ~i o N v oro i2-";:'7T A ~F2-:;::, 10coN N 50T '::>V'liT01-L toOAlv1P/6 ,"l?L..E= 0Ni'TC...H v-l/35 Al-1F' ;:=U'?&;, AND ';E!:MA 01z1:: "2" "::!iAl<t:"Ef2.. 1N NEMA TYPE= "6f<." E NCl..OoLJ f<.G". lb, TO _!&Hi F1';><1"Uf2.E; .'S:::.e:a SL-.T e::.-f04 COhT !::Xi--'A-0T f,1'.s..N 10 s:::. C)f; ITCH~ ::J r\,/ ;..ooM L ,G,i-ri0 :Z~F'TACLE:. 70 86 PUl<'.N1"2>HED N/l..O;::.,f::.AE::>L.E NSA7her<. PP cop eove:::f2~. PJ"0:?~ 0?<"'1ouF2- CA1 ND. V'JF'H· BL, 6 J-eox AE:o./e:;:' _.A.Cv60".,,E31...E GL.0, .::Of.:.. CONNE::c,:no\J -ro Pr:<oJEC7rON c..c,12.SeN. s::.e A.-.C-H P-. 0. p F'OF- E:X'Ac;;-_O&A1"1ON, 6HE:E::'T AS. a. "13-JW,.N:GA-R:7,N---78'1'2.~i,-.l.Anor-i Wx, --w.A7'80 ON :ZX,F, P,:.:Ov! DE iQO ,1ocr GONNS::,-nON A':;, ~E"Q'O VE:;2.IF'( .;::)(,A.Cf c-Ct,,K,o.'-J Pf2.:or<-70f20U0H IN, IL ~1~, ::::,101'7,Al-CON"'."~l-P.,,._t-JE;,_ e,Y DiV.0iOl'J I'? ;::>~10==: 1-zovoi.;:" ,:;or,Jt,.1S::.,7"10N A6 0hONN :4. T1 rvie C..L-00,.:."""1 1 fi.?Fl. !f-x,E:.\Zi012-_10HT1t-10 co~. -:"O E:,6: PA!=i-A00,-..I Cr"'T". NO. eG-',:...-i20V. ll:i. '?B'>,f'"c PW0E: CA"::>INST ",O 1 1/>.1:,: :z,:/ 1-i >' i,;,, D ?OX ;-.,/ '"iiN&i=/<, :ioo~. Pfc.CV! p.; SNG,,PAV2D "-IAMGP\fa1e N/ 1/e,'' ":)·,o(A( LETT e:: f'-0 To I". 5A D 0 f!";;.... c':,, F 1,, '°',;, "" C6-f-:,1 c-!ic "T . lh. fi?:';CE;f'T_Ac_E;. LOv'--7' e:D 6, 12'' A~ovb ?-,;.)e,,f-'" "=>L.Jf-'-F/'Cc AO--l,<>,G~f.JT TO M E:C:. ,·L l='C\2 L..' Ip. r7 FL1J01-i tJ10i.JNT;;:P J.P.:,ox FoF-lt--V-JAL~ MOL;s.1 E,D ~ ~C::-,>0;;.. ]-r"i:.:. PL.-A'"-(~ ·t-.1,;:::,_5!1_ ~t;;~ '~.;;Hi': !::°i' 15 BAGKG,fi'..ollND MUSIC AMPLIFIER.. 2-8. ,.,r-.,c-:,of'< P.)ox "'oF<-;2ovc,;,.;-cor--s,1::,c.-10~ 10 IA\.<\l::::f-'-- ,.,o,::, E:.F<-r,.: .. , i@ "'€>"I' F ::, Q.lv161 NA i1D r-J M o-roi::a. 07 AF'-"f'E':FL-D0CCN >.le'C,T 0\'-l I TC+l . WAMP ;,; f'OLS '?,i'llTl,H NJ 12 Al/1P Fuses AND Nl::fY\A ~,ze 110''0T.Af2:ra"'-IN ~5:M,,., ~12-E:NC.-06UP-E=/ M-rD-TO PAF'r"'-PE:T W:, ,AM f" / 0 f"O~ 0\"':::CON N Ei'l. A I i '.Z;:, ?'-lv1 F' "'U <S 1::0 I t-J ,NE'MA ofZ-E:NC LOG; IF-€. 0 "1 Ba , ~T1 ON v OTVF-0 T A;:2:T'Sf<-91,S,--...-C'N :,.J E:;6 T ~ 1Tt-H, '?:7,-µf'/'8>ft'L-E 'c>r,IITvH N/:AMP "".J<iaf:<S ANP c-i-MA ,s, Z.~ 'O '' 6 T ArZ11::=F-: N NEtv\A 812-E::.t-il,L.Oi;,U f2.E: :v::O. ;O P.A-F',A FE:T, F ... usH M1P. J-eo>< f"Of'-120 V0I.-T lONNSCTlON 70 MU<oiC,/ Pr"-biN0 ,Alv\PL-IFiE-~ "Mf"-4", 12.'X1:C::"x0" D GUf2-P,AG,:::; f.tl1"D. TE:f:.MIN/->-1..-C,.,...P.>1Nc:T fVFI- PI.JTLJF€ ::;i,,,.Tr USE:. P.-:Ov, ?E: (Z) 2 u "'MPTY {DhJDUITS v-,1/f'LIL-L-.-,I: F'-E= SP-0:'-7c, ;?~ "'.1:::F-M. C,-<'>,13. , N SOUi P. F't:::2:?M $-I 10 -SEE= :;::;;,Z/5S, L.Ai3LB e,,o,-.P.:,.' f>'UTUF<e r:;','><TA, 11 f-'8c,e Prl""vl-E TO i3E=-~ i'ro . N P .ANTEF2-, ca::,i'-D 1 !--.I.,._ TE ~iON N/ i.,AN PS6AFE :;>N0S. f'f-101'2-;O fZC\J0H • 11'-l. JUr--tcnoN SCI>< l.OC.,A:rsp ON f<ODF ::OF"-IWvt?L..T GOt,.i r-J E:GT10N -;-o C-HEM \C..-"-,L FEE DC::P-, vElZ-,FY' LOvr>-n ON v-i I M ~H. F"r:2-1 oiz-. "lb F'OLJ&.., ·IN, Z":. TO ;viU61C PAE?iNG AMf'L.,FIE:P-'MP-:'3 101=1= -=i''.2-/:=B. 6t-liTC+f TO 6E:: EN01'1/>--VE;:;> ,,r j i I;' TO f-€:',A. 0 ,. 60 U j'>j D ':,,'TGTl:cl'/1 11 . / (/; Ci'.f;'(ljL t~·l&,;,,_,y-c_,/ W. CO:-V\SINAilO~J ~AOTCJF'-0TAP..Te.p-!/1¼, ~ ~AMP/-3PDL-E '501Tc;H N/4AfJ\P f,~GES .,::.1s!P Ncy)/, '5 :zE "O" 51.AFl"cF'-r--: r-!2-lv'A \ . 6 f2-&-I 0 l-<h w i2-& , . ~ :3>1. NE:-i'v1f' 0·?,0l"-•N FU..bH fKO, 36Y 0A6'' A.".~. , it------------------------------------------------------------------------------------------------------------=----'--'-'--"--=---=-'---------'---'-.;..:_;._;;_;.:;__:::;_.;..;;. _ _;_-"-------,r'-----,---1 ~ , 0 isL.. ______________________ ..... ______________________ ,.. ______________________ ..., ______________________ ...1, ______________________ ...,.1,,_ ______________ ...,.1,,_ ___ __._ ...... Power Plan: Ground Level South 1/8" 1'-0" 1 ----•--,.....,~- ------+ -• EB ' :,,:, <· i . ;~) • □ ln_J'o KEY PLAN CCHiU.TANT SZE JOB# 406-01 E BROWN & mom ENSl"fntN&. INC, 7950 OLJNBFIOOK FlOIID, sri::. 100 SAN OIEG.O. Clo.LIFORHIA. 92126 PHON-C: 585·00"Hl BY FE.ilAR<S ORAWNA.0. Q£CKED DAlE E-8 SCALE X)8 lfJ. I , ' . . J ' I I • I • i::rTCH ~ ......... ,.... ...• Iii FA fJ (L II! K "+--·--H .. I INDIGATe<::, NO, OF' '2/C ,1;.-2'2 A~G, <;.H1t.SI..DW' Fi:!>12 MIC,f2Cf'\--IONS JAG~ INDIC.AT~D"=> NO, Of F2,G-<.:,,-'U c.,<1-€,l..E r Fe>f-2. V. '?"'f::,T 1:-e-M, ·· ·······-·· ·····-·-.. ----------.. · I N DlvP-Tta: S NO, OF r,vc #' I 8 MG; tlNSHIE.l..DED FOR Sf'tAl(E.:RS -- I NO ICP...Tf::: 0 N 0, Of 4-/ C ..zli" ;20, '2 ii' I 0 f'oi.NE:f' 1...iMITE;;D C1F!C,UIT Cl>f:,I..S: R.?F:; ~FIN C;;,~T6M, -------- i 1· @ • @ fA PA ) f.0.7. ...... . L·J-·-·-'· • V -zb I ' @ 5 ~ @ ; . -. . ,,_,,_,_··--··-.•. -, -·~-'· l~I l-1"--..J::..1::- 1 ¾:> I @ ' I ! i , I II vz-1e,,~F· I 0 'KEY NOTES: I. COl-:DUIT ONL..Y ".:>iZ.E .Ah <e;HONt--i N/ PUL.L. HIF-1:: TO "TSL.S'f\-lONI= 71:::F-M INAL. P.,O,A.F2-D "iTE:, • ;2' 'l. t>ALKGROUND MUSIC ~o I.JATT AMPLIFIER WITH TUNE.R IN vEM 1- REt,ES&ED CAB I MET. ( 5ENIOR a:NTLR) ';. IN-l/lif-1...L. 1U Ni::P,.. / CA'?'»ETTE.': A,A-,'E;p. f>,Mf'LI FH:.f-"Mf.5'1,@54 11 A. ff; 4 if.lCA!-IDE.SQ:hl'f PUBLIC.. AO~E;,<:, SVS1TH E.QUIPMEf.ff RACK"MP-4 11• 0. S. INE;/.>-T H 8P. PJ,i:.OOf "'"~-1:Sfc FL.LJC_,;H MDU N'T8D ! N UN DE.Ft .:;,1r.;e. OF GOY&pf;.c;, 1"sAL.i'-WA1', 1'2.11 )( 11--11 )( 0lo T~!2-M1Nt>-L c,o-.e,1N6'T FOP. F\JTUFI-E: D<>-TA u~. 061.';; ,ti,2,/66 NOT8. *2(d. t;:,E:,C.U!<IT""( ~Tci:M 1bl.lCH ~p FUJ,;;,1-1 !vlOUNTE:P 'iJ ?<\-1 ~ l"'.f' __ ·. _ ---Q --=--_---~I__ _ __________ ------------~-A-:-:-~-L.T_1 N-::-.---@ F~CONT. ----¼" -Jd fO £E.CU R!fY CONTROL PAN£.L e, -~EC..UK,lTY ALAR!'-1 Bl:1-L- · 7 I ,. tc. s \✓/1]] s s----, ~II IC, ':, rr -vz_•-lc,.. .........JI __ ....., ! . ·----~" V o/.OF, ~I 146 I ii V2. ·1~ 9 ,, Vz!c. - 11 ¾c.o __ . :i. .. ·----~0 ·-----,® AS BUILT CITY OF CARLSBAD Ml)NlCIPAL PROJECTS " ·:,.;,;,.:...-.;.:;.;-.;+.::;.;,..,,.. ., ;, s~.;):t~•-• ,1 './¾~Pl rt;;-::,'"'·"' _::•,,1 ., :p:.~ ,· J • ' ="' ,r;;, ' :· i . . ~'-'c-11 .,,. ; ' ' ,• ·'" .,. 'I ;_ ~•,;~· 1 . ' . ' '.le--~ I ·.;:,-; ' I ·:··1 ' ... _j ._--., •• ,'•_ .· ' .· __ .; ',. :, ·~ \'.::?-\.·-·,_> ';',o. \l<EYPLAN, CONSU..TANT . '-i;·• l•~-•f ,_.iA···,t_. ~'~-ifllEE.lli "ii.·; NC, · : -'-tll~O DUt~BROOK FIOIID, ST(. 100. ~N mtOO,-CAL_!FnflNrA 9112, · PHOHE~!S-e&-OOH1 APPROVED AFfflOVED APPROVED NO DATE BY REMARKS DRAWN CfECKED DATE SCALE JOB NO. .-) D E 6 Cl.tT ~.=r 6 9 Lighting Plan . Upper Lever 10 Q ELECTRICAL NOTES I , <SEE. r::, <= I 1 /8": 1':0011 1 ,,. . . ' j _;'°'_,··; -, ·, . ·_,' k _., ·,.-(/ .. -: -• ffi CONSU..TAIIIT BZE JOB Af'l'ROVED Al'l'ROVED APPROVED NO DAlE &9-1"1 DRAWN P.C Q-ECKED L.Z DAlE SCALE ..CSNO. □ • • • KEY PLAN # 406-01E E-10 ., A B 15-'?-6-7 S 11 I tJ/"'0 G,f'-0 I Vi; C --- 5 1'20'J-I CD <---'s"'Hif2.W i 6 L 9 10 !-IE=,-,"'i-21-2:;l_, <:,~ ,Z ""/ii !:?6 i,2-';> I¼. 1C !15 \'r I: l_-::-_____ ---=-=:::::::=::==== /J..:i, ,,. ~EvU~ITY 0'f"=,"Tc,v\ "'E:~INAL-CAB. ''0TC.-': fT+ " " ~ v T I- -I I ;1t" ~ ?LI IT 01'-.il.. --( I ~ ' ' F2lv\. ,Ai E:O/"f'-0, J j (:2.)411 0.O. 'STUBBE=D-' I OUT AT fF-OPef2:rY uNe-I F0/2-T::L.E. ~IC,E,;, \ I ' -.,. ,,i- r ' ~ E (."'."✓ Power Plan : Upper Lever 1/81':1'-00" 1 <TEL.:=-Pi--lONE-TEP.f,'\, BD. ''lTB-~'1 4'-0 11 xe,'-0" X '?/4'' 0 PL'(NCOO p>,uC,Bc,AP-O_ ' ---12,i c,,. o. TE=F-'-M I NA"i'"GD AT S:AC,H BAG-r<-eo~ rTEL."::PHON!:: I E::~iN.AL 6o,A!2-0 "iTB-1 '', B'-011 x B'-0'' >< '!i/4''D TE:cLE:A-IONE TEF<;vi NAL :2,.1, . .::;,1_0 11 ><4 1_0 J,x PLYNa:>D Bl-'-BD rl/0PAC-I= f ~ / ex:;,,..,F'-P n--, e-JE:-Sl<bNAiE:D A?I'<-c:,,.,e..,E T-V: S/4''D PLYN 31(""','p) r,-coo 6-,A(,ic:-Bo,A,Fl,O. • -- - I ~ ~r-iv~-· ---..__ iv ' Tv ('Ji'P.) ~ P · NP-,-I--6 -" 4 MP· MP-r 2. I , S/4" ~?/4-''C-0. -I ""'-/4-'c. 0. -" c,j✓ -T ' :2.''C?tl:7 ~ T ~ -~ CNL--( , C , ~rv, l 1"!::12M I N.Al'EP Ki Bl<-BP. e,.o, __ ) f'IP".::i - \411 0.0, 77::::F-MINATED --,---A, e::.l"sC-H BACi"'-ex?AF'O '36NIOF-c&NTEP.., -0/4-"C~:? ,,i'f O"---Y TEf2.M1NATE.D AT ~ ~--(T'(PIC.,,..L ") 5 L/ © ---------------- OFF ,,--T '=>TAI I 1::2- @ \ \-._ / I @ ,;:;, ~ 0 1(0'~1 ® I ' <c,C,HCI:? L-D ,,e, i'121 c,T ";;O 110 I D OPPIC-8 1/Z-IG O ,CE: -'---ltt-t--I /:Z -I C, OFl"'ICE "c>0-207 Signal Systems Plan : Upper Level 0 Electrical Notes;. I, 2. 6, IL ME: 0-,A"--l I CAL E:Gll. 1 r.>M 5J'< T LOCATE::D Ch P-00'' "31::-E- M ~--,AN I CAL P?-AV\1 N&S Fop. EMC: LOCfiT-,ON. lvlA'~lc CONNE;;CT,ON TO f),i.;iC.:+-lANICA-::;:Ql..J I PM5:--,-;- COr-.TP-,01-Pl'N E .... JUNCTION f':>o,-; l.Ov"'TE: D A60\,'E AC.CbS'°;:,, ?sc..5 CS, I L-: NG, =--~us,-. MCluN~E'-D 2-GANG -.!-P.:>ox (0 ,21iA,f'F r"oF- fU,-' f<-i;. f'GW.J&f'-P.tcGL i f2.E tvlco N-:"'S. pp.ov ! DE: P.:,~/\('. t<- CO/~?-Pl.ATE,, AN[; ?/. ,I GONDvlT ONq' v,/ Pw!_L TO PA.';E.L. "2P,;' .-6-N D 1S1'.M i N/,,E:; '..Ar'J...t:; CON Ll',_,-, T <f i:lC-:>'-i'"U1 J P--5 . . & Ti::· E-R-!ONE 1eP•t-l1 NAL ~i) ',-:· F:,-~.><~;,5>' 9>1'.-'' PcfWooD BL.ACK-P:, OA:2.D , A2cv1oq (2.~ 2 11 -o. To _ __ -:-etE=f'HON!= 'T'E:r21v1-~;:2.D 11 TTE:>· I" ,NEE~ ~ '!1='100. -S::::I::: Sl+c .::=? -!L.NCTIO's )60)( Fv-'-" 12ovo..:-· CONf';S,CT -o f.i,l-s[E,i·< c11:::/"j l=P.. ii\,-<.:: ' UF TO FlxnJF'-E:: T'(PE: "L11 • "2,i=S 'SHEET 1::-10 po;;.. GONT. DUA..,=X 1=4-i:=CE:PTf'GLE TO BS MOUN;!'=O AT 12 11 AOOVE: ,::,,a:,p 5U f'-p,....,_c,,E-ADJACENT 70 M::CH, EQUIP, I 00 AMP/-S F'OLE D,~c.,o_~-N ::=cT '5N ITC:.H ri/?JO AMF' FLJ<oE:b I N N E:f.JlA & F'-i= N CLO":> U f"-E . 12.11 >< I~'' ;x'~" O ?A,-,;:,.. TEFM !NA!.... C;A,.BI N l=i FC'fZ-f"LlTUf'.E" u,se, PF<-Ov'IO!= (I) 2 11 C,,0, TO Dl"\,A 11:=;P..IV\ CABINcTAi" 6-QU I f' 1 I:; . SEE; ;;1:= 2/~ S NOTE',#=-'.2:"- 1:2. C..Ot--,DiJl"T" CNL'i' 0',2.E= AS INDICAie'D ID TELEFHONE · !::='""t--.-1 I f.,/,AL BQ,..._p...D ',Te, -~'1 C::,01,I0urr ONLY s IZE A'S I ND 16A;Ep "TO DA,A -rE-Av\, CAB, Signal System Key I ND I C.A1E:€> CON Du IT" "?12c! _ ____,. ?/"\" • NP,C:.;.x-;-1:::S NO. OP 2/C--ll== 02 AJl'Jtb <::>HI E=LOE:O FOP- M!GFOPHoNe ~---- , '-i D iCAil::!S No Op 2/c; ,If B M<:::;,, ..l~. E:J:'ED FO~ '?~ -- 1 rs D CA~ NO. OF 4/C.t'#'~-~IS vrls:2--utv11TI::P c112-Cu1T cAB{_,E ~ ~EGUF4TY -S-r'S,'\:::-1-A, -------------- 1/8":1'-00" 2 • • • EB KEY PLAN CONSU.TANT BZE JOB#-406-0 1 E UCIW~ l ZAHIT UEINEf~IHG, INC, 79-:-0 OUNBROOK ROAD, STE 100 SAN □11:GO. CALIFORNFA 9:2"126 PHONE· 586-001 0- AF'Pl'IOVl:D t-o DATE BY FEM.AR($ L '·l'l-'10 ~ A":::l-e:,ur.-16 DRAWN TQL- CI-ECl<ED DATE E-1 SCALE ..al t-o. 1 I ,:1• I , L_J, I 101 !S:::,e,, 1 +<11.' V"' -.... :). ~I +f,z' • I I ! ! PININS IW lbJ~ t'),i" I j ~"'-------- ·~-1 f<-• Ii,,, 1B' ' ' ---~-~~----------~ ' i=:---__ '1 • ----···· __ -L... l J,A r~ :-rop- 1 ~4 ' _J I I I I Kitchen_ Equipment Connection Schedule EQU,IPMENT SERVICE EQUIP', 1----------------"·-----·~·"-'----,------.-----,---......,1-------,,------,------.-~----,-----..----..-------·-~---~----1 ,, , VOLT/ EQUIP. __ [ ___ ,,_. _l --t-------D_e_s_c_, _R_1P_T_1o_N_• ---------i-·-p H_·A_S_E_~-L A_:___ -~v A:__-~ A_N~ CJ~~~'~:_s_. -t-~~~-E__...,1--~~-D·:_· _c_o_N_D_u_1_T+-----R_E_c_E __ P_T_._T_Y_P __ E ___ , __ -+_N_o_T_E_s-+--C'=='-1 12, t--------+--------- zo. 1.0A >-------- 26 35 36 ' ? 7. NOT U-SED 32, 39 11.0V-I¢ l'Z0/'2061/ 1¢ IZO/ZD8V· 1¢ i20V·I ¢ i,Z. S 1'201/-: ~ 1 '2. t; 2081/3¢ i,, . P' 1th. ·I !20V-l 0 110V-I ¢ 7. e, 16 B9 1.S I.I:, '2.B'2. i "" ..., . ' "' I. 7 iK 1. 20/1 2 cW I '2. IV. 1-3 20/2 3ifl2 12. Ii<. 0-7 10/2 w 1'2 13 'K 20/1 zo '/<. 8 20/1 1.0A I f< 4 '20/I 28 IK 20/1 --------· ---------+--------------------------·-----·------------------------------------ I I< 38 12 1.0/1 1-------1----------------------1------1------+-----+----+------,1------+------+------+--· -----+--------~-----···-------------·--·· -- I 1/-t'" t----------------L ___ . --+--------------1------1-----·-·· i I • i 2. 73 IK 10/2 ' i "?/q'' 3 Kitchen Equipment. Schequle Notes: I, NOT t..;<;,ED. 2. coNNEocT ra t..lC-HT0 pf2-0v:pe.o w11f-i Hooo. '.?. f<-E::cCf.PTACLE. TO Bf;. n,D. iN PeDE:.$TAL.. f'<'Pe: ~'10NU"1E-NT, 4. ENGRAVE l'.'.OVEF<PLATE TO REI\D R..J,,N(,E HOOD Li(.~fS, -I ) i ' .. !I:, ·1:~:~=f-$,: tfll. ~=~ ' Iii. W{W -~itt. ,. ::, tttl.: ·'M : ;..~•:' - ' -·--· -.•• ·-. ~ :~:~ ti{1 Ii ~r~~-:;· b if « .::::· ~i~~i }~~&:f: ~f~{ :-:,::~❖~::;?% N,•~-::~:::'i 0~n, --~:?=~~~:: :-• ~•-•l-,i :-:::~~' -ti }]\ ~:t:-i::. j. • -~. • c_ .". ,, KEY PLAN •.. CONSULTANT BZE JOB# 406-01E ' . ,0111 &-mum uaum11111a iNt:. . 7~0.;[;IJNBFl('.)OK ROJ,0, Sl~ 100 1-1 DIEGO. -C•LifU~I-IIA. 9-21 ~El FHONE: 586-0010 APPROVED APPROVED APPROVED A)d~(7;;7ft:;t. CC1J''.?O {/ ~ " -";)• ;.,; · .. NOi OA1E BY ' REMARKS Lh:!ci--·--·---· ~c'1-9C E:e6 Ao-E,:,JIL--"JS ---~ ' ~! 1-- ' I ' DRAWN TQL CfECKED e~,1·.2· ·--·· DATE SCALE ... __ .;". ____ ,_ ..... _., ' c----- JJBNO I I I L i9htin9 Fixture Schedule TYPE DESC!o!IPTION LAMPe MFG'"1:. AND CAT. NO. TYPE DEOC!o!IPTION LAMPe MFGR AND CAT. NO. 2' >< 4' RECESSED MOUNTED le CELL 3-F34 Tl2 COLUM61A 0 PL WALL SCONCE 3 FIECE C.EOMETRIC (I) Fl3 HALO 0 PARAeOLIC FLUORESCENT LIGHT SF35 "P4-242 C.-433b3-I FORM. WHITE FINISH. 120 VOLT 6ALLAST. DTT/ H2574F FIXTURE WITH 3' DEEP SFECULAR ENERC::Y 27K LOUVER, 6LACI< FERIMETER REVEAL SAVING AND 120 VOLT ELECTRONIC 6ALLAST, LAMFS WALL MOUNTED 4' LONC. FLUORESCENT (2) F34 Tl2 COLUM61A FIXTURE EFFICIENCY SHALL 6E 12.e% MIN. FIXTURE UJ/DIE-CAST ALUMINUM l::NDCAFS SF3S. 'F411!'3-43-42 0 AND HIGH C.LOSS BAKED ENAMEL FINISHED ENERc.Y SAME AS TYPE 0 EXCEPT WITH SELECTl::D BY ARCHITECT. PARABOLIC SAVINC. 3-F34 Tl2 COLUMBIA LOUVER SEMI-SFl::CULAR ANODIZED LAMFS @ (2)-240W. 120 VOLT ELECTRONIC BALLASTS. SF35 "F4-242 G,-433b3-1 ALUMINUM. 120 VOLT ELECTRONIC 6ALLAST. ONE BALLAST CONTROLS OUT60ARD ENERGY MASTER WITH TANDEM HARNESS LAMFS IN MASTER UNIT AND THE OTHER SAVING MASTER TO 'AS' l'MAEITEIV CONTROLLS THE CENTER LAMFS IN 60TH LAMPS TWIN FOLi= MOUNT!::P 250 WATT HIGH FRES-6TERN!::R (I) LU250 I.NIT MASTER AND SLAVE UNIT, MASTER UNIT SURE SODIUM LUMINARE ONE PIECE DIE-~-2 I-A-28-3H-N-2S.O-S-SHALL 6E PROVIDED UJITH ONE FORMED ALUMINUM HOUSINC. UJITH ONE 20e-S!=Al1-N TANDEM WIRING HARNES6. ® FIECE PIE-CAST ALUMINUM LENS FRAME. @ 0 EXCEPT WITH 3-F34 Tl2 COLUMBIA T!::MF'EREP IMFACT RESIST ANT GLASS LEN6. FIXTURE t FOLi= FINISH SHALL 6E 6AME A5 TYFE SF35 ONE PIECE SEMI-SPECULAR REFLECTOR WHITE BAKED ENAMEL. (D-240W. 120 VOLT !::LECTRONIC 6ALLA6T ENERc.Y "F4-242 Gs-43311:>3-I 2oe VOLT BALLAST. EXTRUDED ALUMINUM FIXTURE HOUSINC:: SHALL 6E (6LA"1:) THAT CONTROLS OUTBOARD LAMF6 OF SAVINC. SLAVE TO 'AM' MOUNTING, ARM. SEE PET AIL "4/El4 FOR FINISH!::P BLACK AT HOUSING, I.NIT SLAVE UNIT. LAMPS FOLE 6ASE. 30' SOFT-FORMED ALUMINUM REVEAL. 2' X 4' RECESSED MOUNTED FLUORESCENT 2-F34 Tl2 FOLE W/6AKEP WHITE ENAMEL FINISH. WILLIAMS @ TROFFER. 22 QA. C.R.S. DIE FORMED SF35 "EFG-S222-RU.KAl2S. CLC.. MOUNTED EXIT LIGHT FIXTURE WITH 12 WATTS UNIGsLO -HOUSINC. WITH EXTRUDED ALUMINUM POOR ENERG.Y 0 GsRE!::N ILLUMINATED LETTERING AND TOTAL "C-I-Gs-2-EM-DL-FL FRAME AND MITERED CORNERS, 112' DEEP SAVING, WHITE FIXTURE HOUSINu. LAMF SHALL f1xTU"-e; "?'-1,\k.-e-E Pi",,?✓1?~ REC.RESS STYLE. 120 VOLT IG l=LECTRONIC LAMPS 6E RATED FOR 15 TO 20 YEARS AND A e'll11 l,,/1~~Av( t:,~:JjeSfl-i i?~. BALLAST. FIXTURE C.UARANTEE FORS, YEARS. Fl><T- RECESSED PIMMA6LE FL POIJ.N LITC.HT U.1(2) (2) F211> PRESCOLITE URE OPERATION SHALL BE AT 120 VOL TS. © 2b WA TT F'L LAMPS. SPECULAR CLEAR PTT/27K "CFRD 8211>-492-120 @ SAME AS TYFE '><' EXCEPT DOU6LI= FACED 12 WATTS UNIGsLO ALZAK REFLECTOR, 7 3/4' DIA. AFERATURE TOTAL "C-2-C.-2-EM-PL-FL AND 120 VOLT DIMMA6LE 6ALLAST. © 2' >< 2' RECESSED MOUNTED 9 CELL (2)F40WW/ COLUMBIA 0 SAME AS TYFE 'LU' E><CEFT 150 WATT HIC.H (I) LUl50 STERNER FARA60LIC FLUORESC!::NT LIGHT FIXTURE U/b/U.M "P4-222UG,-42333-I PRESSURE SODIUM. 4'::oN-21-A-28-3H-N-150-S-20e WITH SPECULAR ALUMINUM FINISHED -SFA17-N LOUVER, 120 VOLT ELECTRONIC BALLAST. FINISHES SAME AS TYPE 'W' 0 SAME AS TYFE 'Y' EXCEPT SINC.LE (I) LUIS.O STERN!::R SAME AS TYPE 'D' EXCEPT TO 6E @ (2)F40WW/ COLUMBIA MOUNTED FIXTURE. ~N-21-A-10-3H-N-150-S-2oe MOUNTED IN FLANC.E TYFE CEILING. U/b/U.M "F'4-222UF-42333-1 -S!=Al7-N ' FINISH!::S SAME AS TYFE 'W' SO UJATT RECESSED HIGH PRESSURE 50W HFS DEVINE 42' HIGH >< 7' SQUARE 10 WATT H.F.S. LU 10 P STERNER SODIUM FIXTURE. 18"'A. C.RS. HOUSING W/ LU/10 "E551-Wb5-50HFS-120 60LLARD. EXTRUDED ALUMINUM HOUSINC.. "EIY-42-FM-G,G,-2.06 e © CAST ALUMINUM FRAME AND uASKETED PROVIDE WHIT!= FINISHED TRIM HIGH IMPACT FOL YCAR60NATE LOUVER LENS. HIC.H IMPACT PRISMATIC LENS. RING. PROVIDE WITH 180° INTERNAL SHIELD. FIXTURE TO HAVE U.L. WET LOCATION LA6EL 6ALLAST TO BE 2oe VOLT. FINISH TO BE AND 120 VOLT 6ALLAST. BAKED WHITE ENAMEL. SEE DETAIL "S>/E14 FOR BASE. 0 NOT USED. 4':l 1/2' LONC. FLUORESCENT SIGN LIGHT. ONE ( I) F40/UJ.JJ/ IMPERIAL BRONZELITE @> PIECE EXTRUDED Al,.UMINUM W/CAST RS 'FL-3040-FL-A ALUMINUM ENDS. (2) CAST 6RONZE 1/2' N.F.T. STANDARC SURFACE MOUNTED 4' LONC. 2 LAMF 2-F34 Tl2 ALKCO SWIVELS. FINISH TO BE PARK BRONZE. LAMF BALLAST TO 6E 120 VOL TS. ® FLUORESCENT FIXTURE W/l.URAFAROUNP SP35 ""'740 ACRYLIC LENS. HOUSING TO BE 20 C.A. ENERC::Y -C.R.S. UJ/MATTE BLACK BAKED ENAMEL SAVINC. GRADE MOUNTED UFLIC.HT. SINC.LE-FIECE 300W. IMFERIAL 6RONZELITE FINISH. 120 VOLT ELECTRONIC 6ALLAST. LAMPS COMPRESSED -MOLDED FIBERC:oLASS-FAR 5b ~M-4500-INC-A REINFORCED F'OL YESTER COMPOSITE DIRECTIONAL C.UARD, ® IMPACT RESISTANT WALL MOUNTED 'FL' 2-FL II W BEC.A HOUSING, W/INTERc.AL BALLAST AND "D5A-GsM-4000 . FLUOR. LIC.HT FIXTURE WITH WHITE FIN15H, LU/35/ "298'?> @ JUNCTION eox COMPARTMENTS AND CAST 120 VOLT. MED ALUMINUM LENS FRAME AND BALLAST COVER. SQUARE LENS 3/6' THICK CL!::AR ® RECESSED FL DOWN LIC.HT UJ/(2) 2b (2)F2bPTT/ FRESCOLITE HIGH-IMPACT TEMFERED GLASS W/SINGLE WATT FL LAMF6 6P!::CULAR CLEAR ALZAK 27K "CFR 82b-4':l2-120 PIECE MOLDED SILICON LENS e:.AeKET. CD REFLECTOR 7 3/4' DIAMETER AFERATURE . AND 120 VOLT BALLAST. 12 VOLT LOW VOLT AC:oE LANDSCAPE LIC.HT. LF-50 IMPERIAL BRONZEL/TE D11::-CAST ALUMINUM HOUSINC. W/CORROSION MRlb-NFL "LWI-MR-12/120 UJITH ~S-1 (0 3' LONC:s UNPERCOUNTER TASK LIGHT. (1)F30 T8 ALKCO • RESISTANT PARK 6RONZE FINISH. 1/8' THICK GLARE SHIELD 20 GA. C.R.S. HOUSING W/6AKEP LLIHITE 215-5 HEAT RESISTANT TEMPERED GLASS LENS. TRANS!=Oi-?MER, •J6-40 ENAMEL FINISH AND 120 VOLT BALLAST. @ FIXTURE TO 6E MOUNTED ON IN-C.ROUNP TRANS!=ORMER HOUSINC.. S.O WATT LOUJ . VOLT.Ac.E MR.lb LAMF W/1S.VA 120V- l' >< 4' SURFACE MOUNT!::D FLUORESCENT 2-F34 Tl2 KEENE 12 VOLT STEFDOWN TRANSFORMER LOCATEC @ LIGHT FIXTURE WITH INJECTION MOLDED SF35 oees 240 IN JUNCTION BOX. FINAL AIMING AND .181' THICK ACRYLIC LENS 120 VOLT ENERGY LOCATION TO 6E COORDINATED WITH CD ELECTRONIC 6ALLAST AND BLACK SAVINC. LANDSCAPE ARCH. HOUSING. LAMPS 150 WATT GROUND MOUNTED LANDSCAPE 150W/F'AR IMPERIAL BRONZELITE SFOT LIC.HT W/GLARE SHIELD, CAST 36 "FL-5300 -INC I' X 4' SURFAC!:: MOUNTED I X 4 FLUORE5-2-F34 Tl2 WILLIAMS ALUMINUM HOUSING WITH A SINGLE Fl!::CE , ® CENT FIXTURE. 20 GA. C.R.S. PIE-FORMED 5F'35 "1122 -Fll.KA-125 COMPRESSION -MOLDED FIBERG.LA5S - HOUSINC. W/6AKED WHITE ENAM!::L FINISH. ENERC:oY REINFORCED FOL Y!::STER JUNCTION 60><1 120 VOLT ENERc.Y SAVING 6ALLAST. 6AVINGs @ 6ALLAST HOUSINC.. FIXTURE TO 61= LAMPS MOUNTED TO HOUSING, WITH CAST BRONZE 1/2' N.F'.T. SLLIIVEL. HluH TEMF!::RATURE HEAT RE61STANT CONVEX LENS W/SILICON 4' LONG FLUORESCENT STRIP FIXTURE I-F48/T12/ LITHONIA C.ASKET. FINISH TO BE TEXTURED DARK ® SINGLE HluH OUT F'UT LAMF. W/ELECTRONIC SF41/HO/ UN/48-H0/120-16 BRONZE. FINAL AIMING AND FINAL 6ALLAST. SUITA6LE FOR ROW INSTALL-WM LOCATION TO 6E COORDINATED WILAND-..... ATION. ENERG.Y SCAFE ARCf-1. CD SAVINC:o LAMPS 9 LLIATT FL STEFLIGsHT. DIECAST ALUMINUM (1) F9 DEVINE ® HOUSINC. WITH LOUVERED FACE PLATE. U.L. PTT/ "EIDC02-FLS 4' FLUORESCENT FIXTURE. 20 QA. STEEL (2 )F34 12 COLUM61A LISTED FOR WET LOCATIONS. FIXTURE TO 21K HOUSING W/6AKEP WHITE ENAMEL FINISH. SF35 •4714-52-742 BE e 1/16' WIPE X 3 7/e' HIGH X 3 3/8' ® ONE FIECE EXTRUDED PRISMATIC HIC.H ENERC:oY DEEF, SUITA6LE FOR MOUNTING IN MASON- IMPACT ACRYLIC LENS COMFLETEL Y SAVINC:s ARY, DARK 6RONZ!:: FINISH. C.ASKETEP AND SEALED. 120 VOLT ELEC-LAMPS TRONIC 6ALLAST. @ 4' LONc. CHAIN Hi.INC:: INDUSTRIAL TYF!:: 2-F34 Tl2 WILLIAMS FLUORESCENT WITH 120 VOLT ENERC:oY U.W/RS oeoz.1 2 CIRCUIT TRACK. SURFACE MOUNTl=P NIA HALO SAVINc. AND WIREC.UARD. . © EXTRUDED ALUMINUM. SOLID COFF!::R Lb22 SAME AS FIXTURE TYPE 'LL' E><CEF'T FEND-10 w. GsLASHUTTE LIMBURc. BUS 6AR CONDUCTORS. MOLDED CON-@> ENT MOUNTED AT 11'-0" A60VE FINl6HEP 'OSR.AM' •44e,7 NECTORS AND END CAFS. FINISH TO BE FLOOR. SE!= ARCH. PET AILS FOR HORIZON-METAL WHITE. LENGTH AS SHOWN ON DRAWINGS. T AL 6RACING. PROVID!:: AIRCRAFT CA6LE HALIDE FROM Fl><T. HOUSINC. THROUC.H PENDENT TO LAMF STRUCTURE. LOW VOLTAC:sE CYLINDER LAMFHOLDER WI (I) Q15 HALO --" ---- INTEC.RAL 12 VOLT TRANSFORMER. MRlb/NFL "1...2711-j_ 1'?,11:, 2 10 WATT METAL HALIDE PENDANT MOUNTED 10 W. GsLASHUTTE LIMBURG, © REGRESSED LAMF IN 6LACK COILE>< LLluHT FIXTURE WITH THREE-FLY OFAL 'OSRAM' 14467 6AFFLE. PROVIDE L-1':lb2 6ARN POOR @ C.LASS, WHITE MET AL REFLECTOR WITH METAL SHUTTERS. PROVIDE ONE L-100 SERIES HIGsHL Y POLISHED ANODIZED INSIDE HALIDE COLOR FILTERS IN GREEN, RED, 6LUE, FOR REFLECTOR 120 VOLT 6ALLAST. FIXTURE LAMF EACH FIXTURE. FIXTURE SHALL 6E SHALL 6E PENDANT MOUNTED • •11'-0' TO FINISHED WHITE. 60TTOM OF FIXTURE. . -------------------~ .. ----,.,#_ . . -. I I Lighting· Fixture Schedule ' j I I . TYPE DESCRIPTION LAMPS MFGR AND CAT. NO. LOW VOLT Ac.E CYLINDER LAMF HOLDER Q15MRlb/ HALO 8 W/INTERGAL 12 VOLT TRANS!=ORMER, FL "1...2111 REGRESSED LAMP IN 6LACK COILE>< BAF- FLE. FOR USE UJ/Ll913 LOW VOLT AC:sE ADAPTER. REFER TO FLANS FOR LOCATIONS OF ADAPTERS. FINISH SHALL BE WHITE. WALL MO'J!~TE.D !E.MEF?.Sf:.NGY EGRESS f'l<.Ov: DS PUAL..liE-E> Ll6HTiNG i=1xru~. FIXTWF-E. SHAc..'-UJITri ,i, S<GC 2-0 BE P~V I ;:;>E,D w rrH er--:E~SNCY i=lxTUP-.E BATTi:!P.Y PACI<'-, ALITO-MATIC ~NE>f'ef" AND Pi2.0VIP="ia UP TO "10 :-':IN. C.0:--.'TIN'JO~ OP:oP-ATION, Li9htin9 Rela~ Schedule RELAY TYPE SIZE AREA REMA~ NO. CONTROLLED f ~ R-1 MECHANICAL Y 20 AMF/ SCHOOL DI STRICT CD 2-_.. 4-; lP. B, 10 HELD 11> FOLE OFFICES SDIOI ' MECHANICAL Y 20 AMF/ SCHOOL DI STRICT -4-,;, 8, 10 { R-2 cc ,.i..../ I I Hl=LP b POLE OFFICES SPIOI 1 R-3 MECHANICAL Y 20 AMF'/ SCHOOL P!STRICT ~ L 4-0 ( ' ' HELP 3 FOLE OFFICES SD201 MECHANICAL Y 20 AMF'/ SCHOOL DISTRICT ~ 2-. 4; I., ( R-4 HELP 3 FOLE OFFIC!:: MECHANICAL Y 20 AMF/ BILLIARD ROOM ~ •/ 1.:i-. ---::i ) R-5 ,.-..;,_, ..,1_, ".l.,J HELD 3 FOLE "148 MECHANICAL Y 20 AMF/ PINNING, ROOM (E 7, "\ 11 I R-6 HELD 3 FOLE • 120 R-7 MECHANICAL Y 20 AMF/ DINNINC. ROOM (E 7, o. ,; J/ HELD 3 FOLE • 120 '-.J~,_/ O Li9hti.n9 Rela::1 Schedule Notes: I. SEE CONTROL PIAC:sRAM ""'/E-\4, RELAYS LOCATED IN CAB A60VE PANEL 'IA'. SEE DETAIL 'l!E-IS. RELAY R-1 TO CONTROL 'a' LAMF SWITCHING,. RELAY R-2 TO CONTROL 'b' LAMF SWITCHINC:o. 2. RELAYS LOCATED IN CABINET ABOVE PANEL '2A'. SEE DETAIL "I/E-15. RELAY R-3 TO CONTROL 'c' LAMP SWITCHING .. RELAY R-3 TO CONTROL 'd' LAMF SWITCHING. SIMILAR TO DETAIL "11>/E-14. 3. RELAYS LOCATED IN CABINET ABOVE FAN!::L 'IC.'. SE!= DETAIL "i/E-15. RELAY 'R-f>' TO CONTROL 'a' LAMP SWITCHING,. RELAY R-1 TO CONTROL 'I:;,' LAMF SWITCHING, SIMILAR TO DETAIL "E>/E-14. Electrica \ Notes: CD CONTRACTOR SHALL TURN OVER (2) EXTRA SPARE FIXTURES TO CARLSBAD PARK AND RECREATION, MR. POUC. DUNCANSON (b19) 434-2824. CONTRACTOR SHALL SUBMIT LETT!::R OF RECEIPT _JIJ.q}-l)j&~' -S Sic.NATURE TO THE ARCHITECT. ( ,D 2-:J -~-· iO----;:_'.-Bq f ' ' • .,-, • -; '-.__,.,_---- I ..-- . Lighting Relay Schedule I - ---zt - - - AS BDIL'T ci\-RLS1°::\D crf'i of rRolr.crs ~1Cu'J\L J 4p,i~(f~/ __ 'hnc~ L 8r1)wn ~ \ "" '" I ~. ::;:.: ;J) ? ,if, -<:';/' ~-';:\"+-~ ~!~· • • KEY PLAN CONSULTANT SZE JOB -#406-1 E IUII & ZHllllf EN811lEUlll8, i.t, ?ll50 llLJH8ROOK AOAO, STE. 100 -SAiii meoo, CAllFOANIA 112\~tl PHONE: 585-001(1 APPROVED APPROVED APPROVED £)'"11,(C~~~" C'A:.z1,e, ' , , -;;,r/ Y _;y -- NO DATE BY REMARKS &;~-,~=zo ee,s, A/0-B LJ I L.-T'...', ~-1- i ; DRAWN Ct-ECKED E:-,1 'l DATE ~( SCALE l--------------- JOB NO. I ' (""if'P ) . ., : /2 II Fi ><TlJf'-E:;, 0F' ACE=f'-. . 1/F-). ! ! ' I ! ' ' r ' ' \. 7 \ f'f-U0S P-BY OTHP-P,:;, (;;0 l 111 i I I ! I I! ii 111 TIF'iCAL. fi:.E'tv!Oi I::: GONT'P-OL f<!E: 1-AY ~,(i:;,h'T -o-/v1f>;'il C, r,10:;::,..;l,. 00 0~0-: No/T"AL..-i.-SD i N J -B:7x ,1>,J!,9vS e,e:1 L-1 f.JG;, '··~ N v I F'..:::, LJ rr I f ;,w v ' . iW'/ V;.£, ~f<'.MS< ______ _ l.-IG:::+11'" -o-W<.fl(, MOD!::'L t Oi-0II IN0""°,Ac.L~D IN . "v·"',,---v,, J-eo>< ~8 GLL,:,. -I 2AVAu \I\ '----·---~-:-.i ·s: I - C-~~lvl L-'T0, C:O;---JT;.2.0l.-<z>y\J ITC-H (=C., -, k)~o--------1, '---~~--i ! - No scALE 1 Motion Sensor Wiring Diagram No scALE 2 Motion Sensor Wiring Diagram No scALE 3 1--------------~~-.,.•----~------------------_j.__ ____ _L __ +-------------------------~-------'-' -------L-----L--4-------------------------------·----------'-------'-----I ~ ~ ( .,-------- ' .._ _____ __, I Q Pole Base Detail . --. . .. --$-FOUNOIN~ :-i.J0 B:?NPS:D TO !Z?l-E- :NTS-F-IC?P-, N~FZ-HAND HOL..e= -'l¥-::l-DE. f'i:?F'tlii=V Fe·~~...,, 1 TISS>@ 16 11 0/c; MIN. ' C,,-"-6T CONC, ~E: ~I ~T UNDf.?11JP E:>E:D OF'-{Cillif;it'O, 1:::P ( ~ O ?'<, MI f,,j . ) 6-¾""-'TH. NOSCALE ·4 . --l'e" ~!fi/,E "' ~' H IG.~H ;,< 0 11 CJESF' NW, A II I 11 c,e.,l'f!,1 N 61" IN liH ,,. ! N Gf:=.D l.,OC!<'.,AF.:>l.G COVE.I"'-fc:::,P. Mou ;..,'1"" IN & AGDl :'Dr'•IL.M L.~'2#,JITC::,H\:;;<J;, Ff,cC>\/IDE SN0F<:AV..;c:, N/~Me P_· i..L'--T'E:' ~ DC-Of'-11-J/ 1/B_ 11 e>La-~ l-ET'TS..f'-S. ,o P<='AD ' AU D1 TOF'l-1 u f/1 u&+-rr<...''. -20 f"M P -rc.x:>l';q,_8 ""v'J rr7.:.-H e::; ,0, ( 'T'-(F. c,P t:;.) --~/411 Pt.·O\L?OD f.:lA.:;::,V-B-'~D FvF< Mo:JRT:J'-.C, J,:,1::-VIC.E::""" 7,::.:, F..::>~ f?'-INT v,.J H ITE C. 1 <a>, v\l. L.T<:::.> I ~ ''N· '" ',.,.._Ii (.A, ' v.,._, 1,.,~-..;; e. i:~. F-Di\i. L-1"-S>' t ' I N' E PN ,;y,,; .,..,,_11 ~~1 -_. ' l:'... N,S:. DN. LT0ii m. ' '::> v'-1, PN L-10: -ro J. ~ox ,t>,T F\)(1 'f7'f'i;:. I ,sil <:,,Ee;;."' 1/E' 1 Fop. Cvr-Ji.- I- I I I I I I <!' D D ...L>p 8 L_ -I I . _ .. • -6f20Ut--:D LU0. / , . ., ~ 10 G:,P-0. C.C-'J-.!OLlCTt.lF-. · Fl-lGI D CONOU rr· N/ l-OM :e,- 0,'P-AP. Bollard Base Detail NO SCALE 5 i I( i . _j -To -J-e,ox AT F1)(TUPE "NPG 11 0 1: -sJE::E :ll: 1/~ 4 f"c;,pa cot,,T. ·--1~*12. I½ ''c TO flX';"L:RS 77"P& 1I c'I ,s~[c. -1i' I/~ 4 ft;>fZ. ,;.: ol-.T . · --i:2E::ft:f2-Tt> DES'"'l7'-l l-·J:t1/!2. 14-Fc.>F:, '=>f"J ITCt-! ~NCL. O""'U F~ I',;;, , ~ i----------------------,---c-----------------,------,---+-------------------------------------·--------~··-···-1 Dimmer Cabinet,-Deta,il NoscALE 7 Autfttoriom· lighting SY'itchlr1g .. O-iagram NoscA~E 8 , ··~ 1 r-----------------1 .---------'---<'---1: I I c ! I I I I I I I I ' I I I I I I J I I I ----------_ ___, " A 2. 4. - Lighting Control Wiring Diagram/' NOSCAL6 ! \; <~ . / f,-,. ' EB ·••· .. "'.'-,. ' . ' .. - ·. __ ,.-_ - CONSU..TANT ,)! ¥b: !11· ~ ]f{ :::w~h 1%'' ~, ;~ ~( q_: ' . : . . i ~. J ... :+ ' -' ' :-j-• KEY PLAN' BZE JOB# 406-01 E . IUIW!t I ZHlllll UiGlltt:Hlli"l Oft. 11!60 OU,<E!ROOK ROAO, STE. ~-00 SAN ,QIE.GO, CIL-LIFORNIA 921_18 pt-jQ~E:. 5-8'J.-0010 APPROVED APPROVED APPROVED 1'.(}a({:1Y~"' C,/-;J-:, w ,[/ NO: DATE ' BY REMARKS /1\ :,, . , q A'° TU·"" I ' I . .,,-.., •. ·-· t\-'.'" 15-:.J . ~"' ::,......-,-c ir.---1 :;., ; ' I .. i ·-.,. i DRAWN 1<G CI-ECKED 1.,2' .. DATE E .. 1,4 SCALE ' .. JOeNO. ' --·---~-· C-rrb, f2-ELA'1'~ I =If" I l I-'.'..-------1 1 l--rb F-eI..r<~ I l :;1:,e_ l t...:.:..::.---··----- 6' --·-- 6' ~ f\/ C, '32: E. PIA'\N~ FOF-01:zE: C.0L,P!..-,N0 f'-f.;;, .~EQ'D. - - - Fl ><'TU fZ.E' TYf'E' 11 Be,11 /PiNAL. AIMIN0 TO BE= /, u.??f-D I NA 11::'D v'i / '\\/' l..AND<$<j'\""S ,A~H. \ 0(:Y.X, FIS I C.Ol~C,FcS:7T=:c 2,AG E:. ::=NTI Ft LEN@TH OP-F-IXiLl ~, @ I 0 , Fl ><TL! 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TERM!NATiONS'1• ' '?14-'' 0-- MTb ,,-r<1 :' :,✓, ; I I '</ 1 ) / /--------,.'------------------,,------~ /, \,_\ r---_/ -...___,,.____ _ __../ \ \ lli Fixture Type "EE" Mounting Detail No Scale .4 Equipment Room + ~0113 Panel Mounting Detail. No ;ca:~--·----1----------------------__;-------------------L--~-_,_ _ __, ____________________ .;..... ___ -'-______ , __________ __. ___ :_J_~ ·------· Fixture Type"DD"Mounting Detail No Scale 3 ~L.., _______________________ ..._ _______________________ ...., ________________________ .._ _______________________ ....., _______________________ ...., _______________________ _ l<EYPLAN CONSU.TANT APPROVED APPROVED AFffiOVED /()11t{:ffellf1, a-/-' Co/if -zo:.,, NO DATE •BY I REMARKS /1\<l-1"1-90 ~ ~ E':, tJ I L-11;:) ' I i DRAWN CI--ECKED E15 DATE SCALE : -· . . . -_ . JOB NO PANEL, IA I FANEL, :S AIC, 10,oOO I w1'}!)f) V 30 "r W w !-IZ 13U8, /00 AMP AIC, iC1 00C) l:w;~ V 3"' k w {k) l-lZ 13us,U&AMf' TYPE, ~-ON hrG,~,U,Zp; FEED, 0ToF!ZIBonor-MAIN, I a, A H L.o TYPE, a::i.::f-i?N 1MTC., ,3) f2.F": FEED, □To~rror MA IN, !iY.i8'A ITEM$ BKR II AO 13 (Z) co II BKR ITEM8 ITE:H5 BKR j; AO 13 0 C /Z! j; BKR ITEMfl 25; I -V ~· c-1(.;'H-:", NY 00.::'N 0 0PAJ:2.E: / 1'212.0 2 0""P1C'.e: 12.~Pr? tj£;/ I '7"U' / ~ :28013~ CPI:;;; it:,E; I / '?""iU 2 OPFICs;h 3 -/ I / 11 ,;, 2 4 I 3 _7 () / I / -, 0 4 5 -/ / l~Co>! f, i s 1~ r, / ' ~Ii'"'' / '1CO f, "',.. , -I/ / ii~.:? 8 ' . 1 tia::> / 126':-~g... ~'3'-kEi> ; / "1.::'.0 8 i.-OU IJ Ga-' i ' '3 -I/ ! I ' J, I / i.., .. ,, ,,, ,,,,, ;2.:,:C,"" F"!'? 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VA 2~?1 &;vA-'-zoo-n ! 11"1'1 ~s 10,4-1 LOAD• "71,'. ,'; AMPS PANEL, it:= I PANEL, II IG" I AIC, 10,000 l1w;2.oe, V 3/Z! -'r W W) !-IZ e;(Je, 4(P A 111 f' AIC, 11.,DOO I 1io;ioe, V 30 "1-llJ bO 1-lZ 13U6, 100 AMP TYPE, IMTC., ~ F2-f': FEED, [Jrof'[Jeonor-MAIN,4a?A TYPE, ~\..1-0,'-I IHTG, ?,,! J 12-F. FEED, 0ToF[]sorror-MAIN, I 00 A /Vll-0 ITEM8 BKR II A /Z! 130 co j; BKR ITEM6 ITEM8 6KR # AO El /Z! c,z, j; 6KR ITEM8 I -/ ~'= c:;..p;,,.c E. / 2 -------------. ~ -· 3 -L-:; / -. ·-• s -,/ / -6 . , t.:T <,, . c,,,"f i'.'.,1"'~5 11: I ~~ / 7i ..;1c,, OF"Pic.% I( I T•:.%.i Ei N / '1-""' 2 '.'2~ P-ro; i-ST ' 3 10-ao '• / i ' ' _ _j,, / 1,·c;;<qt 4 ~---,. -i.:J I '-N I NG ;,,;,,;;, M !:> llt.6a / 1,,,ljP_•-t~·I_N(;·, I / <'I~~-& -.v --- FHP-e, 11;)(?· 1 C1/A'J0 / \ I ' -I . / 8 I 1 :1~) / ' v'ANC.G, ,zaliv1 ! / ~~ 8 ' L-1'0, '3 ;,4,1~ / \ ----I W'bv•U, / / -·1c II e-w-:b / \ -·-I is / -12 .. ----------9 !i~ / l,..~~rz_y -.'.~· / :~\t" ..... 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Panel Schedule Index 1A181C1D 1E 1G 1H \ No Sea.le 1 " ~ .. L.. ________________________ ....,, _________________________ ..,_ ____ .;... _____________________ .i.... ________________________ .....1 ________________ .;... ________ .J.. _________________ .i.. ____ ..1. ..... -.J . ' .·-. ·, . ~11!--'-i-'r--\l .. • .. □ ~\f.' . &; ~~==-::=-:!:::.::::: •❖:ff===-❖• C J\tt : .. ❖~ . ili:.: ii ~:::-::~ ·~.r ~~· ,-,~- i EB KEY PLAN i CONSLA. TANT SZE # 406-1E HOW~ & ZUIM11 El(UJN~H!U. fl(C, 7'9el) DUNMDOK noAO. STE. >00 SAHOIEGO; CI\LffOFll,U/1 9-21.2:B PHONE: 688-0010 APPROVED APPROVED APPROVED ~~J1!, .. C1>:JW ,} NO DA1E ] BY REMARKS ! ' -1--------· I DRAWN f2C. CI-ECKED L.Z DA1E E•:1 ------- SCALE - J:eNO ·- 6 .,-.-. / i \ \ \ \ .... , ..... \ \ PANEL, '2.A I A\C,\0,0::0 1201zoe V 3,Z, dUI '9 0 f.lZ 6U5, 2'2'S AMP T'r'FE, P.::ol..T <::lf.J IMTQ, "E>L.JF',F. FEED, OToF!xleonOI" MAIN, 27'';:>A C,5 ITEMS 6KR # Ae> ee, C ,z, # eKR ITEMS 0PAP..S-3/i I -!/ 3/. LI G-ITll-.iG Cfl:;N / I I ()_:2-2 --I OF'l9C-6-, 3 -/ I / 10l 4 ' 5 -/ / i 1,;,o ti, --i .,, 7 -/ ' LG.\../ T I ,... G -- / 0"10 e OF'FIC,S":> ~ -/ ' ' / "'., 0 I" ' I ! I II -/ c.1 a.HT! NG, / -,-~,. 12 co~ r.;,ap. ! 13 -/ L:fo:.,. f<.JOf2+', J:2.M. / A, • 14 1:.?1 L E.T , Qf"f.:,e, ~ -/ / 10~6 lb 17 -/ I i a-1n 18 -, I~ -/ ' / -IC : 0rA IZE ! 21 -/ i I / -2 i 2, -/ ' ~ --v 4 v ' , / -2, -I/ "5PA0S lb 6Pf'vS / - 27 -/ ' / . -'8 " -/ / -" ' 31 ' -/ : / -2 I 3 -/ ' / -4 ! 3! -/ / -,. ' / 37 / 100/ / ~ If <8.J1=>FE: i; p 3~ / / ~i::0-., I 1b 41 / I~ F'AsJ!,.L-I I '?P.d' . , / ~-,;;;>n !2 CONNECTED VA FER e>, TOTAL• W'G>~O VA itJ0'10v'A -,-,i.Ot'-,f:S, 7i40 ,1:00 "' -. ~-0 AMFS """ ' LOAD• PANEL: !F I Arc, 10,cco \120100 v 3,z,4 w w Hz BJJs, U~AMP TYFE, i:OL.'.f·ON IMTC.,0\Jf2..F. FEED, !8;lroF[Jeonor-MAIN, t-2E;>A i'IILO ITEMS el<!'! # A 0 - AUD1,0Q1LIM 31 - /J~(.) I 3 ' / , 41 / g / CONNECTED VA FER ,z,. 6 11) C ,z, / ;i.ii:0ep.,-· p,.x,i I"' l2 i Ai..JjO / I ,,. 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TOTAL• VA LOAD• AMPil PANEL, 11' I fEED, 0rOP®3oTTOI' MAIN, '22"8 A C, 13 ITEMS eKR l' A IZl !I 6KR ITEMS 120/-:2oe.y .. tcp /2 ~ - ?.>-000!"', Fl''-·--, 2o/ 5 11-i F~EZ, I ,'31 / l'20/t'Of!,V-1'!' /z. j~ I/ 2 / 4. T l / ' / ~-:-h 27 / / e "' 7 :/ '" ! ' 31 / -/ i --3' ,{ ··:¥ / -_, --'-_,,-:. 4 I! "'.;. --/ / 37 / 41 ' / CONNECTED VA FER ,Z,, .. / If I / ' fr i / T l-------¥4·2 !. .... .,. TOT AL• ,21? I C)G,,• VA Vf> l~VA + ec0 # · I;;_,~~ f3t;,..,'? "1~"'1Q LOAD• &-1-'.::, AMFS l----·- .. P"1,NEL, :--.iOT LJ6e:=D I --" AIC, I "" - " V 3,Z, w >-IZ eus, TYPE, IMTQ, FEED, [JroF[Jeonor-MAIN, ITEM& eKR • AO 60 C<Z> # BKR ITEMS I I/ -/ ' 2 :; / ; 4 s / / b 7 / I/ 8 9 l(r / II / / 12 13 / / ' 14 IS / / lb 11 / 16 IS {c / ll / / 2 2. / / 4 2! / -/ b -27 / / 8 2' , / / " 31 7 / l2 ;:; / / l4 3, _, ' / / -~ ' --37 7 / l8 3> / / l< 41 / / •2 CONNECTED VA FEF'! IZ'• TOTAL• VA LOAD• AMFS PANEL, IL I AIC, '2.Q. 1CQ? 120/208 y 30 4w Ge>..iz eus, 40~ ,t,,1v1 P TYFE, F¼=!,T,ON !MTG, ".:>L.J F2-F. FEED, ~oFC]eorrOI' MAIN:4-0aA M 1...0 ITEMS 6KR !I A <Z> e " CIZ' !I 6KR ITEMS I~ I """'"" / "' ' / P.-JP-Z ' ' I / 2 '10',3,V, '3d> ! 3 e, .. , ... -,;; "' / / / ' 5 t,t--71,o ""// /? / / b CH I LL.1::,:-2 :22 7 lot¼,• / / "'" / e CA.,-I 9 !01':>G,C (c / ~ / zoev-::!><I> I ?J II 10!?'-~ / /' "" / 12 Al f2. hA~DLE=:J2 ec1 13 ~i / 3/i ME:CH _ coi--rr;.:oi:. / 14 l"A f.J ~l. AH-I 15 'l> V ! MESCH-Po. t-,i / ~-o I& ,..,, ..-1, ~"" 10 I-IP 208\1-54' /3 11 :.,e,;;:,,i. / E:><HAU•S,7" F",AN --.;Bo 18 ' !:F. r.,, 120V-ld, f::::,(. el J,-U 'i;:, f,i :,OJ 19 J,?J.0 I/ E><HA ..,,.,_. r f.Ahl ~~N. ' / ':>00 10 Ef~ 120v. !41--21 : F.:l o I L5fc ~-~-/ l:::F. -e:, ~H-P / )O 2 I <,:,. J I oV-1 cP ! :i ;",,d,..."7 (i / C::PACE. Uieiv-?d;, ;3 / ""'"" 4 ' ' "'Vl'-P: c,:>Ol.--e.:ir;:1 20/ 2! -:1e ,/ CH I:,, M IC,o.J.,. / soo >fi, F~~i;,e -- ec.-1 I 27 '11~ / Sf'A~ / e T -2' --,s:. " '206V. ?' ·4' ;:3> I -' / '------- £0/ 31 W1 / Ht'f NA'TEF-ffifJ!f' • ' j ,( l2 ~PAGE: ?~~-I 3. ?,~,.:.:, ,-/ l -· I /. -' ___ ,_ • '4 . ___ ,_ ' ' l 3: ¾,0 / ,/ ,~ ' .... :~ 37 V i 6~ Pl ! " ;e i / ' -- Pl %" " --,/ I / ; Fl 41 / : v ' ; / -2 I, CONNECTED VA FER "• ?I *->1 12,;:, •;Y,I,. TOT AL, f0/0% VA 4,1 • C ' __ -' ' ' -zoe,{§1 2,, /'tit LOAD• :2£,1,,-6 AMFS ....,. ,.., ¥.--i ;,,-;:, y,.-',, "";"~ . ---j ___ - 0 Electric al ,N9te sI, I, C, I fl..Ll.J 111:o 'TO 17~ GOC¼'T;:;1.0l I er> ~ "T'i µSC,!..,O'.,.j.<:. - ~I IN If; F-CTF,l(:.,t,L. f¾:?01,,1 -,i,, i4"". --- 2 . .::;;112r,u1i'::> TO e,e CO!"~!..J.-SO $"( L.-101-tni'Jb f2SL--AY0 'IFtS'~ 11 ¢-4 11, 0S£:: !2el/>1 ~e.?i.JL.'io SHS-E:-1 Ee I~. _ . ~ J' •• Pane.I Schedule 111(,l~x, 2A 28 1 K 1 F \~~Jo= ~~Jo I ~~~~,; ' ·-~ '~" \far,,:e t.. f:l~,'i '" I •~ ! Nu. 7!J.":t Ji'-\ -, --·mt· \l . o/"-L_u. l1 ,.., ' 1'/(-------, -·-OF C~\ & '--~ ~ 1------------------------------------------------------------,----;_---------------------------------------------·-------·----------------------____________ ...,..._...._ ___ ~-~~--1 f--1 . , p.anel -Schedule l'lQ S<:!lle 1_•-' ~ • . I is L-------------------------....i.------------------------------------·1,_-_______________________ ..i. _________________________ ..,....._ __________________________ i,_ ______________ __._...,1 _____ 1,,.._.;.J I CONSU.TANT SZE '¥' 406~ 1 E -, --,. . ,.-,. '~ ·. ·_ i:18~ :u1.i111"11 [.NCillH.1;118, iJI~ . f·t.·' . tl;l.${)0UNSROO~-R0,\0.1;-l1;. lOO 8/1,N OIEOO..-CJ,llFOflNlll 11212"9- F'HOH~ 6&8-0010 APPROVED BY REMARKS DRAWN fi:'.,C:,. ~ . ·- ' ' ,_ ,, :: .,:: :=::.i ";,. At,: ~tt: J~*;; \'1i ~w.· t\~ ~~\ ❖!. ,;::~~~[ JtB ::?~~=~~ ~ »::-:=:-:-x::.: !till .... {j ¾ ""' ~~-~= CfECKED L:Z DATE E17 SCALE JOB NO l I z ~ ti) < ' 0 z i: 0 0 ..I II. fP ·w .... !: ;i -(.) w a. th · CATEGORY, F.loori hg COOE Arco, Int. F-1 !T£M _Carpet SOURCE Sheet Vinyl .'Tar'<ett f-3 Cero11>ic Am;,r,can Olean · Mosaic Tile - I ~ROJECT: Carlsbad Senior Center and School Administrative Facility WLC Project #87-167 ' OESCRI PT!ON 3036 Rainier #2736 Pumice 14519 Master's Mauve #A77 Heather, 2" x t" APPLICATION ., for us~ as noted on WtC Finish Schedule. 'for use os noted on WLC finish Schedule. ,For use as noted on WLC finish Schedule. .f-4. Pave, T1le "&uchtal ,•P!REBL!lNI) #960, 8'' x 8" COLONIAL ~tD For use as noted on WLC Finfsh-$chedu1e, . ~·-_ ___:_ __ ...,; ____ __;. ___ ....:.,. _______________________ _ . F-5 Quarry Tile A~erica'n Oiean /INOl t 4rj x ·au 1 Lava Red with Abros ive ·-For use as noted on WLC Fin;sh Schedule. ·, lnstan 1n baS-ketweave pattern, _ ~-----------------------------------~-- , F-7 ,farkett .' i/4519 Expressions tnstall patJ(i!r:n one direction .... ,for -us-e • as noted on WLC Finish Schedole. YCT 1arkott , #S-H Almond For use as noted, Accent Strtp · ' '-·, ,See Sheet # , Oetail I ------------------....:·-----'----------'---------,.------------. ' ' F-8 VCT fark~tt .HS-l7 M•uve -,. -for use as noted, ..• ,_ Accent Strip . , ;, ' • , ·. See Sheet # , Oetai1 # _:_ __ ..,..:.~--------=--~---------~~------~-----For ~seas noted on WLC F;n;sh Schedule. F-9 Wood Treatm~nt Permagra,o Natural Oak Brick Pattern. 2" x l-2u StripS. ,,.. __ Painted finish as approved, for use as noted on WLC Finish Schedule and hy Architect, 4" Species as specified tn Bid Doc~ments. . FB-2 , PA•er Ti',e Base ·' iuchta·1 · • · "#960 < FB-3 ' Quarry 'Tile Base ·-:, Ametican Olean FB-4 Ceramic -Bass-Amentan Olean fB-5 Coved Sheet ' Tarl<.ett .·y;nyl . • , f8•6 Topset Base ' - CATEGORY: Specialties CODE Arch, Int, S-1 S--2 ITEM Wood ' Window Shutters SOURCE Pinecrest , F-Floodng, ~-Wall$, M-Millwork, $,Specialties • , ' . NOT!:: . #NQ1 , Lava Red .. i/0!,857' Opt;i.a, 4", . ' OESCRI PTION -- White Oak. Finish as ·App,oved By Architect Ante Bellum : 3 .... 1/211 louvers. 1 • . - . For use as noted on ~LC Finish Schedule, for use as noted on WLC Finish Schedule, ln,tall in basketwea•• pattern, Accent t,le for use with WT-l wa11 tile. . Se,e Shoet # , De.tail 4 ,, - - For use ,.i~h Sh<>•t Vrn~l, F-2, _ · For use with f-6 and F-1 as noted on l4U:: Finish Schedule, Wood •eneer doors. As specif,ed in WLC B1d Documents.. ' " With white porcelain knobs, Spec1a1 glidden finish as selected by Architect to match Duranar ff • ·Pafiel' widths to be appro~imately ~ 18"" wide, "· Inclllde wood hanging ~trip~ and hardware &s necessa~y. Casters A7 tp,,t f 'D' -,A/JHJ:Jow,,_ , PAINT All GRltlS, SPEAKfRS AN~ FIRE EXTINGUISHER CABINETS TO MATCH BACKGROUND UNLESS OTttERWISt NOTED, ' - NOT,E: W2,W3,W4, 1/1182,WG N@l USE0 " .. I I CATEBORY, Wall Treatment Misc. PROJECT: Carlsbad Senior Center and '~chool Administrative focility Project #S7-l 67 . CODE Atch, l~t, . f>l '1'2 Fl P2 l'l .P2 W-1 W-5 W-6 W-8 W-10 lff-1 !TEM SOURCE Base Paint Ameritone Accent ~Qint Ounn Edward, Accent Po1nt Dunn Edwards Accent Pai)lt llunn Edw~r,ds A,cent Point Dunn Edwardi -~ccent Paint Am~r1tone Accent Paint Ameritone Accent Pai_n\ W<>od Trim P_aint Ameritone Duranar '-DESCRIPTION Rose Grey #\89H ' Heovenly Blue #Q13-12T , lea Cave #Q13-11P Hacienda Tan IQ4-12T ,Coconut Milk IQ4-11P ·orlftwood · #189( Gypsy #189F Satinbark ' ,#Hl9G ,Hatch &;actly ,Dur.mar I ' ' ' ' -APPLICATION ' .- typical base paint, For use throughout unless other~1se noted on Interior Finish Code. Also for all hollow 11letal doors ond _all pointed ceilings and skylight drywall. -For use as noted or, Intenor-Fintsh Code. ' ' ,·for use as noted on lnter1or Finish Code, for us~ as not,ed on fnterior Finish Code, for use as. noted on Interior Finish G6de. ·_ Fo~ use as ·noted 0.!1 'Interior Fin;s~ Gode. For use as.noted on Interiot finish Code, For use as noted on 'inte,tor Finish Code, ,for use on FB-1 and also all wood trim · scheduled foe painted finish. ·For use on a 1 l hollow met;, 1 door and -window frame-s. - Ceramic Tile Ame'1 can Olean ' ·f]B Heather ' · For u$e as ~oted, (field tile) ,4-J/4" • 4-1/4'.' ·. . _____ _:_._..:..._:--'-___ ..:,.__ __ :.:,_ __ ..:.._ ___ -'-_--:--' ______ ~_ #04 Blue Dawn for use ·•s accent ttlo. See Cetamit T1Je Ceramic tile · (accent tile) American Olean Vinyl , Geno'n Wa 11 C()Ver"i ng 4'-1/4" x 4-1/4" -'Wall O&tail #_,, .Sheet HA_. -· ·-Ginger Root , ·.tor·use as noted on Interior fih1sh Cod~,. ,"' #2-53-42-· ' ' ', . ' , Vinyl -WaHcoVenng Lanark -Hudson #49540 Pot?<)urri ' for u,e.as _n~tad ort lnterjor Finish Code, , , ' '. WC-5 CODE Arch, fot. M-) M-2 Vinyl W?J1l.co1Jl'.N''ln9 Wallcoverin~ -ITEM Plastfc Laminate Plastic .. Lan11nate Frozee. . , Knoll Textiles furrows Knoli Text1 les Furrows SOURCE Wi lsonort Wilsonart F-Floor,ng, W-Wolls, M-Millwork, S-Spac1alties Lanark~ Hudson #428~1 A~ure , RW510/2 Sl lver Grey RW510/14 Twilight DtSCR!PTION Tau-petone #368-6 Stellar #D364-6 ' • -For use as · noted on' l nt-e-nor f lOi sh Code_. - for use as noted ~n [nter1or F,nisb Code~, for'use as noted on I~te~1or f1n1sh Code~ APPLICAT!ON As 'noted on S~op Dra\/ings, ·- As noted on Shop Drawings, - I - ;i I I I I I " .... _______________________ ...,,. _______________________ ...., ________________________ .._ _______________________ .J,. _______________________ -1. _________________________ _,J _..._ ----•- EB-·KEY PLAN CONSLt.TANT 'MAAIANNE MIOTTO: A.S i.6.i: ASSOCiATES ' . tfilRCR DESGN 6-191 Na11'1 Ma'lla ¼la. Uplco:l, Cdfornia 9178b ' !""""°"" 7M-?/l5-0o:33 ' APPROVED APPROVED APPROVED ' t0rlt.\ :::-,i,111r.z C.CJ6ZD (! NQr DATE BY I REMARKS ---1-'-=-. - ' . ' ' . INTERJOR. FllilSH COtlE: j .KEY' ' .. . -> .. DRAWN Ct-ECKED F·l DATE dl c..E: 19'.?~ SCAlE ~of 1e. ------~-- JOB NO ,,,~-~~ ~~\ -%•. ' 4 / -, I 1 ( s) ! ' '5 \ \ J \ j \' ! '--,~~o••./ J j ' ' ' '-s-"""✓ ,,,._,~~'"'" -~-,,.,,,,-❖ r~: 0~ -···~ ·--❖----('··· LJ .. r~-.. ·1 -- "'' i.~ 2 ~---i 6 ;, ' \ ! / \ . ~,~~· /-• (9 \ . I '-✓ DANCE 1 4 6 (fd) ~,<?J r·· '. ' ACCENT PAINT/SPECIAL WALL TREATMENTS /DRAPERIES LEGEND' \ ·----- SYMBOL DESCRIPTION --j- -----~ PAINT --7 'WALLCOVERJNG I oooooooc ~------+--~ l I ~ ; WOOD STRIPS -I ! DRAPERIES -~------ NOTE: INTERIOR FINISHES ONLY., AS BUILT NQT FOR CONSTRUCTION . CITY OF CARLSBAD MlJNJCIPAL PH.o;;c:::.~s !t-------------------------------------------------------------------------------------------------------------r----....----1 I :i;,__ ________________________________________________________ ....i _______________________________________ ...... ____________ ....,, ___ .....1_ ...... • • E8 CONSU.,]ANT □ KEY PLAN' MAR>'INNE MOTTO, AS. ID. & ASSOCIATES 8-191 North tvlor,te Vish Upl::nd, CdlornkJ 9H86 JelAp"lcne 71.:1-935-8333 ,,. I i\OVED APl'RO\IED NO DATE BY INTERIOR FINISH CODE GROUND FLOOR SOUTH DRAWN CtECKEO DATE JU,'-le 1'180 SCALE ,'-Jc NE:- .OlNO. F·2 f✓ ,/·s": ' 1 I ;_ ~ ,' \ ; '-✓ ,..,., ___ ,,__ .. ~,-.....-· c·.r· '-J '·. -~ . E F G Po"·-~"-'-\C ~;• -· . ' ' '' ' I 4, ' ,/ ' 4✓ .. ✓ 6 •} 9 1 0 -------· "'-1----·- r; ·t:~J ,. ' ~✓ 1 Ai "11 =y j ~~--~ t::::: ' ' ' , "== ' CJ . ·-· ... ~ --· [J .. ~ .... .,, r~ ···t L-l '-•»"' 1 i 4, ' NOTE: INTERIOR FINISHES ONLY . NOT FOR CONSTRUCTION . .. .1 r::> ¾l! B C D E F G ACCENT PAINT/SPECIAL WALL TREATMENTS /DRAPERIES LEGEN~D ____ f SYMBOL I DESCRIPTION i f.-- -----• : PAINT I )0000000 I WALLCOVERING. '. ~~~-~~D~RAPERIE~---j AS BUILT CITY or CARJ.SBAD MUNICIPAL PROJECTS !L ___ _;__ ___________________________________________ -:---------------------------r-,----i i' ~L----------'----------..J----------'----------.1-----------~-----------:li f--.+~ .L--1~::-""iPUITT • • ~ •• .;-··;=:-:: KEY PLAN CONSLLTANT MARIANNE MIOTTO, AS.ID & ASSOCIATES t-rli:ROR D':SGN 8-191 Nonh Mc<ite V15ta. lJ,donct C-d.i1omo 01786 Telephone 714-986 033-3 APPROVED Aff'AOVED APPROVED i-( .. ;/( ( f' )(, :-~ 1(/ff4J;/"u'/ ' ✓ ,Q /-· _.-, .-_·; (~ ,-I ,. / -' • ,' .. -~.• ~ . ' (, i'O•DATE . BY l'EMAR<S : INTERIOR FINISH CODE ,_. --- 'GROUND Fl.OOR 'NORTH OAAWN CI-EO<EO F·3 DATE uLit-.Je:::. l'lf,.17 SCALE '-I O "" :;:.. JOB NO. ~ i D G ELEV 1:10 9 rw? j'"··' I _.., :[]1 ... _, +, -~' ' ' ;l' r', : «1 3/ i t ;~ r --, + ~~ ,-" '!!:1 i ' J; j½ i,Ji i t tL. + t,' l ' 1}'. • L,_ ' . ~.1 t ;f m ;'''"( + -,.:.,-.-,, t 1, ~-l 1' ,,, l ! ========J NOTE INTERIOR FINISHES ONLY . NOT FOR CONSTRUCTION . ACCENT PAINT /SPECIAL WALL TREATMENTS /DRAPERIES SYMBOL -----!- ; :JOCOOOOO( ~ LEGEND DESCRIPTION ,PAINT :WALLCOVERING j I DRAPE_RIES AS BUILT CITY OF CARLSBAD MUNICIPAL PROJECTS IL ____________ ..._ ______________ ...J_ ____________ --L., ____________ __J _____________ .._ ___________ ____. .h'h •:-::-:·:=/::::::::: Tf.TFf) ~;:c:::::::w,-,!fil,.-,--ra-lf! .b.t,._ ~-~---/ g, '.:1\1il:i ---1 l-'-J,.---\ • • EB CONSU.TANT -¥LA ,!~r:i ! [J • KEY PLAN INffRt::_-::R [;f SGN 819'. r-.Jcrth tk)r,IA v,.11n. lir,b"<:l. (XlhlCViO Q1 ?86 Tele~YlO'":e 71.:.a-9SS-CJ3J APPROVED APPROVED APPROVED i !. ' (/ { 1 ', . ··1 ,ft··'.",.,,, ',. ' ,, ' ' ' • NO! DATE BY FEIMRl<S - ' INTERIOR FINISH CODE UPPER LEVEL DRAWN CI-EO<ED F·4 DATEJ•i ,., ;c>_;,.f- SCALE ' . . ,~ . . •--~ Jee NO. 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'-I--------- ';,,')l>l.. r 11 _ ]_~~8:J~~·-r, "'"".-v ..... e-i::.-r--J..✓-..:i~~ ...i< . .i '= .?i"L I ,-,~, 1--"'H 1•1>,;:,;·c- AS BUILT CITY OF CARLSBAD MUNICIPAL PROJECTS North Scale: 1" ... 20' 'tJ' ' __ ' ' i I+ ' ---~ q) ! • • ,, > -, ')l ''-.,_,,-_, r-· \,__ ·'T""< .'--''.....c I __J ---_,,..----a; ~+-! _c Ui > ~~-><(t KEY PLAN CONSULTANT L A N D STUDIO APPROVED AFl'ROVED APPROVED 1,0 DATE BY REMARKS ~-~ ' ---- -~ , ' ' /' -, ' DRAWN ~, --- CHECKED -·-~-------- DATE 1-10-e,e, L•1 SCAl£ 1 ",.2,o)' --- JJBl'.Q 07 · ,l,ZI --------------•---,------------------.,-------------,r-------,-----------------,------------------r----------------, ~ N~, ~B .Al---!---rf"-1$0 ""'4'' ~ -<SIZ1'.<. "'r'-"~~- I", ' ' 1-2• DIA.x 10'0' PRESSURE TREATED LODGEPOLE PJNE STAKE ON WINDWARD SIDE 2-2 RUBBER TREE TIES PER STAKE 3-DOUBLE STAKE 24" BOX TREES, SINGLE STAKE 5 & 15 GAL. TREES. REMOVE NURSERY STAKE 4-6" FROM Tl E TO TOP OF STAKE 5-EQUALLY SPACED 6-12" MIN. INTO UNDISTURBED SOIL 7-ROOTBALL, SET CROWN AT FINISH GRADE 8-FINISH GRADE 9-WATER BASIN-2"H<6"W LIP (EXCEPT IN LAWN) 10-BACKFILL MIX (SEE SPECS) 11-BACKFILL BASE-PUDDLE AND SETTLE 9EFORE INSTALLING TREE 12-PLANT TABS (3" BELOW GRADE) 13-2x DEPTH OF ROOTBALL ,14-2x WIDTH OF ROOTBALL 16-TREE TRUNK 16-TREE STAKE 17-2 -8d GALV. NAILS 1e -'-nz. e E:. ~" ' Tie ~ 1J k'.. r~ "]2>IZ. (1N LP-+it'i ,t,J2r..A'=' 4-Y). 14-"'-. PA. -~:. f-';:;;f -.c~~w -,:.,,~,-.,L-IN[;:. 4" c-W1,s1-i Wi-;7-1 ri p0_ rt-c:::; p::,,1::., cH w t-~r,,c ,iex l.J:,1£~-,A.I..;?,~ .-<1.: ? IA ¼n" i-\?!Z--t.c-J:!1--< 6!7 ..,p__.p.. i-1 ~ ,;;aet'-1 ;ec.f--i?-c;;-,oq \ MIH, "'\0'' iU-1-.o:,.j P,,:,"'1-" t"'F F'lf' ,L f'-LL h:~~ -"'fl"'--~-f:---' H l. ~..1_. ~T'Ut-~.:: ~:.:~~r;2.., A TREE PLANTING B SHRUB PLANTING z E I) ' 1 2 3 4 5 - 6 7 8 SHRUB ROOTBALL SLOPE 6" MIN. 2 x ROOTBALL DIA. WATERING BASINS PLANT TABLETS (3" BELOW GRADE) PLANTING BACKFILL (PUDDLE & SETTLE PLANT AT FIN. GRADE) ~: 0t,,;.'.. t::'B,'7'ol_ A F"'Z ~..v 'f".,..(~·::~ P:T" l.ver~1:..N- 12-=u '14S,"1 fft?'~. 1-2" DIA. x 8' HT. LODGEPOLE PINE STAKE ON WINDWARD SIDE 2-2 RUBBER TREE TIES, FIGURE 8 STYLE 3-6" TOP OF STAKE TO TIE 4-EQUALLY SPACED 5-f-11~,"'-_.1H Pj~VE... 6-ROOT CONTROL PLANTER 7-3/4" GRAVEL TO BOTTOM OF PLANT p-;- B-ROOTBALL 9-BACKFILL MIX (SEE SPECS) 10-COMPACTED SOlL MIX -PUDDLE & SETTLE BEFORE INSTALLING TREE AT FINISH GRADE 11-12" MIN. INTO UNDISTURBED SOIL 12-PLANT TABS (SEE SPECS) 13-2x ROOTBALL DIA. 14-DOUBLE STAKE 24' BOX TREES. SINGLE STAKE 5 & 15 GAL. TREES. REMOVE NUFJSERY STAKE . j ,0 ... ,e,:.,.;~__.2-..J2. 1 f.J ..-4-.. ~. r, /:? -P-~P ? ~ f✓ ( ~,~ , '2-fZ..£~-:ci..1 ,?_,.o.~) D TREE PLANTING WITH ROOT BARRIER E ·• 1-PLANT TREE PER APPLICABLE TREE PLANTING DETAIL 2-2X ROOTSALL WI0TH 3 -PLANT TABLETS (6• BELOW GRACE), 4 -ROOTSAL.L 5 -10 GAUGE MIN. GAL V. GUY WIRE (3 REQ.'D). 6 -HOSE COVER OR TREE TIES • 7 -4' 1.0NG (MIN.)WHITE PLASTIC TUBING • (1 PER GUY WIRE). 6 • St.OPE -FIN. GRADE 10 -60• MAX. ";:---{1 1 • 11-s• SQ. x 15• CONC. 8 BLK.DEADMEN (1a• OP, MIN.) 12-F.G. AT SLOPE (WHERE APPLICABLE) Hc1°t' A!.¥:!"--P---"t" v,<>t..-', r!t>,.l":. -f' 1%..o-,.: pr,n--t ?"f r-1-;-e: fL--l--i,+' ~" -A~ f°-"'F2 710"--b'; ··,,,:f ~ "'1' ';f,;~ f'. ~--..6._l,!'7"' k..J-71-""...M ~~iccJ2-1"4"N -Z--'! ~ . --. -..... ------------····· ·-· -----.. !..' ... · TREE GUYING 7 •.. 5, __ ·ffiJ ;."-'• ,· .... ,::....:. ® 1 VINE OR ESPALIER 2 -FACE OF WALL OR FENCE 3 -REMOVE NURSERY ST AKE OR TRELLIS 4 -SET ROOTBALL TIGHT TO FACE OF BUILDING OR FENCE 5 -PLANTING BACKFILL - SEE SPECS. REMOVE ANY TRASH OR CONC. RUBBLE FROM HOLE. PUDDLE A_ND FIRM BASE TO SET TOP OF ROOTBALL 1• ABOVE FINISH GRADE. 6 -2• HIGH WATERING BERM - DO 'NOT INSTALL IN LAWN 7 -FINISH GRADE B -11/2 x ROOTBALL HEIGHT 9 -2 x ROOTBALL DIAMETER VINE TIES SHALL BE ATTACHED A -DIRECTLY TO CHAINLJNK B -NAILED TO WOOD C -WI PLASTIC BUTTONS EPOXIED TO STUCCO OR CONC. * .... -------------------------------+--------------------------------• ·i C REDWOOD HEADER F VINE PLANTING PLANT LIST BOTANICAL NAME TREES "p'v--i!NP--. e>, _ _b.\/ ... S<+JA :::..·c:-v.: ~ __,;~ .-b-f<~V~_..,.-l C,,J;,-~-4.A '-. ~~ ;;:::,.. A,:;., ... 7 ='--?" '..-A -J' ",,=-~ -~ ---~ "~ ·-", "--, -= ' oc:~· l--fl""I, a....-!'-"..-,--_, '-' '• ~ _.., f--'~---~' "''I COMMON NAME ""'' ?-'2;:'.,'-<;? -'2E.e- ~:::, ~ -~,,,.~ :::;,:;:::, P:..r?-? !2-r ... L-i:,-1 SIZE REMARKS ...C:.;,-~;::::,t:;..;2.c:;~, _,;:-',,;..., ~~!~?- ~o ~Et-"~~ • ~~ ~ 2--" .~ -s-=-. ~::;; i:,.....~~ i;:;;y ......._ ..... ~ ~e .2,,f; ~¼ , ;7~:::E:, 1"-1lH. '.C. --4\. ✓U,,:.-::=;_...J:;-?~-...~ ~ .. [:.:iL,.. Yf-=-.._;? ~~~~I) ✓ p.,t',c LJ(."1/ ._..t,-~ z::..._,:::: :==:: ~ /2°; __.., ..L-~;"/2 i-• ~ ..,,:---e.e., :-'wA~-.A,._ ,.-1e ~ ~~~::;--· -:-'~c_....,-~.;; ~-....,A~ ~..,,---::"-£1--,; ,__., ,.;---<-·'-C'A,A ;2,i-";!dx .?:;_,-:J:,.J-..../~.r_;.. ~._:~.!;;, 2,.b,C_L:,.,~ ',-t'--~ '-' ch <5-_ .2. A.y._ ~.-,S e,,t,.,. __ .x:.,. .• -:...._,,,. ,!..,:,..___A ' 2 ~?~2.IS- ~12,N ,,._ C:..C'-' P=::2-"".A :'"""~.;.;?: ~-' .... #'? C,.,-:.:..:~(-A---_.c-..:, f-6'~ :z.ro, ;--:"!_'.:;2.,A '12"'' P'' N NA---0-., .,..::._9 U-,,t;,---..:~:_;f;;,.Z_,.:;:;~;:,.......; ;.__,_,.-?1--:-e...e.2:.-y -:::;,, ~ 2..- c~.-e-y~ ~ f,~~v- 1~2..«_,;·z-1:'.-'u.,-"'~~- • .,.. '. -' -0v_,e., ; ~ j• ~. vp~ ::? '._,I ·-1 : cb-P,..:-NL 11'.P..I'½ ?;,<",;.; ~ e ~Ji,..~ PF-!'.? p.:t!1f l.,F.,,,-ti PT ~,.w """· ~/;;,:~. r2' Y-f';.,VA.J µ ?fCI. ,0".L,;-..~ -;1,1_,. ~'.I I .<:"-;-~::;-~;;:.; ' ,,. _,, ' .-,'. ! ;i.'-" ~ ~,t.,-; ;;::;,:,.,;;,..,;::; -µ> ~ ~~_:- /2--t::,,.. .............. ~.e..v y---. --A_,,, ~--,:.;,._..-;---I ~--,-...J'-i_,t ! ...... --.• -1 ,v ' t"""..-. i ; .;;:.,...-i::-;.o ? ~= ,--~ ----,_ - PLANTING NOTES 1, PRIOR TO Pl.ANT!NG, IRRIGATION SYSTEM SHALL BE FULLYOPERATIONALANDALLPL.ANTING ARE.'S SHAll. BE THOROUGHLY SOAKED. 2. SUBM!T PHOTOGRAPHS OF TYPICAL TREE OF EACH VARIElY AND SIZE, TO BE PROV!DED UNDER THIS CO'ITRACT FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY OF TREES TO PROJECT SITE. 3. ALL PLANT MATERIAL SHALL BE APPROVED AT THE PROJECT S!TE BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. All PLANT MATERIAL REJECTED BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE PROJECT SITE ANO REPLACED AT NO ADDITIONAL 4. 5. 6. 7. 8. 9. '0' 11 . 12, = LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATI0'-1 (EXEPT AS NOTED TO REMAIN, TRASH, CU PPINGS, ROCK, AND OTHER DEBRIS FROM THE SITE. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. LANDSCAPE ARCHITE(:T Sl-1ALL BE REQUESTED TO MARK LOCATIONS OF ALL TREES, AND SHALL APPROVE LAYOUT OF SHRUB MASSING AND MOWSTRIP LOCATIO\IS. PROTECT EXISTING PLANT MATERIAL DESIGNATED TO REMAIN FROM DAMAGE AT ALL TIMES, AND MAINTA!N DURING CONSTRUCTION PERIOD. BEFORE EXCAVATION, VERIFY LCCATI0'-1 OF UNDERGROUND UTILITIES. CONTACT PROPER AUTHORITIES FOR INFORMATION. ONCE ROUGH GRADING HAS SEEN ACCOMPL!SHED A MINIMUM OF 3 SAMP\£S SHALL BE TAKEN AND A SOIL ANALYSIS PERFORMED TO DETERMINE MINERAL CONTENT, PERMEABILITY AND POSSIBLE PlANT TOXIC ELEMENTS. ANALYSIS SHALL BE DONE BY: ORGAN() LABO RA TORIES BOX 9036 SAN DIEGO CALIFORNIA. 92109 (6\9) 276-7800 OR OTHER, AS APPROVED BY LANDSCAPE ARCHffECT. THE SOIL ANALYSIS SHALL SE SUBMITTED TO THE LANDSCAPE ARCHITECT PRIOR TO INCORPORATION OF SOIL AMENDMENTS, WHICH MAY BE ALTERED ACCORDING TO SOIL ANALYSIS RECOMMENDATIONS. LANDSCAPE CONTRACTOR SHALL INCLUDE UNIT PRICES IN BASE BID FOR ALL SOIL AMENDMENTS (I.E. SOIL CONDITIONER, FERTIUZER, liTC.) FOR BIDDING PURPOSES USE THE FOLLOWING AMMENDMENTS TILLED INTO THE SOIL TO A MINIMUM OF 6": SQILCONDITIONER GYPSUM PRE-Pl.ANT FERTILIZER IRON SULPHATE SOIL SULPHATE 4 cu. yds/1,000 square feet MiO rbs/1 ,ooa square feet 40 lbs/1,000 square feet 20 lbS/1 ,ODO square feet 10 lbS/1,000 square tee1 A SOIL PERMEABILITY TEST SHALL BE PERFORMED PRIOR TO BEGINNING LANDSCAPE CONSTRUCTION. IF PERMEABILITY OF SOILS IS FOUND TO BE !NADEQUATE FOR PROPER DRAINAGE OF TREE PITS, OWNER'S REPRESENTATIVE MAY REQUEST THE LANDSCAPE CO'ITRACTOR TOAD□ DRAINAGE PROVISICX-.SANDIORA CONNECT!ON TOA STORM DRAIN SYSTEM IN DESIGNATED TREE PITS. l.ANDSCAPE caffl¾CTORTOCCXJRDINATE DRAINAGE REQU!REMENTS WITH LANDSCAPE ARCHITECT PND GENERAL CONTRACTOR. BACK FILL FOR PLANTS SHALL BE 113 "LOAMEX" (OR EQUAL) BY VOLUME AND 213 ON-SITE SOIL REMOVE ALL ROCKS AND DEBRIS FROM BACKFILL TREES ANO SHRUBS SHALL BE FERTILIZED AT TIME OF Pl.ANTING WITH 21-GRAM AGRIFORM TABLETS AT THE FOLLOWING RATES: 1 GALLON SIZE 1 TABLET 5 GALLON SIZE 2 TABLETS 15 GALLON SIZE 3 TABLETS 24 INCH BOX 4 TABLETS 30 INCH BOX OR LARGER 1-21 GRAM TABLET PER EACH 4• OF BOX SIZE EACH GROUNDCOVER PLANT SHALL BE PLANTED WITH ONE 5-GRAM 20-10-5 FERTILIZER TABLET SHRUBS :::'-'--I~ M.'e-=,q.,•-rtv, .. :..~•.e:A CWVIA :---1 '1--i IS A o-iz. """'_,;.. ""'~or~ -wn\ ... e: . ~>,:;.-"l.:.oH :.i:., f-tz.c,.0,;:,.---,, I ,-f::.t--112-~L-LI-"' 1=:-"E:l??iU':c:i• ~~~ ./2 '-t~c:.f2C.--' A;~"';, p,I~ .e.;:,2,._. '1".""',..-'i"-?--', t"':-: ~' ~:,.o'-..-O._.¥) ~.;:;:,6, ..-5-:: ...... ~'-.i-0!~ ""!;7'_;N :::v;..;.Hi I ___ .,.~<'½t-;;:r,<~ '-1~,e.. l✓or--:::;~ _·:_y (~e~~~c:.eiE/~- a~ ~-~\•~ ... -?~r---: -f1 c-i ,'.-&c.Lb!-l?H'A (H 8v<', i:'---7-' 8 ' ) 'P:,.'-( l..lLY (~~+) ~'flf' 1--'\>.L ~ ._1 _ y -~ e_ '1Ci';..?,i:~-"."C1 C~?< f:,. r1. ! ~ _he,,. _.A f\ .. t--1-l BU -4-f-" vw-= .¥:> (H-"i "'"' ck-b-1-4 F"~-~ e,_. ~~":7~ JS P, ~ ~-<"-::iE2.-i V,-:'.'.:c·r.200 ~ 6 -":.t-1... p~.,E::--~ ✓"""'12c J';, CJ,..;_j-14 F'"~ ! ,?I"{-~~ic VC:-?'2?'1.A e,:.,;_; V rs, P:JLI.-~ ~i..-i~~y ' . ' f' ~~r~~ ..... M -:-c:--p _;u;;.. v.oe. ::C,AJ~ MU~-A-y,.o-. ~c:.A :::1--~~~' "-/.X.-~ c?'f'L>~+1!r:--:;" ~ ?~~1; -:·~.,..o.~;NC (riE;.~f-°7 -:2))-5 ~"\.,I_ P0Lt. •l ~-h~--r -i-~ .:-1 ~ .... '--.;::; ,PJLl l ~_y.,;_1'<'7 .c:-,~....1i-.;:;:i ~l/1 1£'"-;,-,qJL..--4;11 A. 11-'-..,'-1 I ·•"i,..J""'. lt7t--f iC... ~e.,t.. i.--f i 1 ':i~~..,.... A ...._A p-,~~';'-'L.!", 18'-,:::?. '-A:?""," Li-', ~ . .t:..;°7'"ee-1A ~I!--; E:.';-?,"'? GROUNDCOVER -;;'-p. .-:, / _.::. .._ A _,,. /'I-·:, ..-: I C:::,.,: ' ' A_ .,/~1,.-: i,"-"',-,;._.-,;.,~I, --.r- ~ .-::i4 p.. ,z_. ~ ~~ ~ ..... ! ~ ~,bo ~1~2;~--,.;l~;;, --S-""1-(:.. ;2?'L.A -SC,, -P-! ~ '--' ~~e::.r-.L-r-~~~r--'1 ~ .... ~.:h~',?½ Vii¾A,""~ ' i""""~ C N i-17'~ :;;> ,-;::,<---~ !2. ~ ~ N"1 ""' ' "_._,' ""-'·"' r....---1--, 1,--"'t, '-?' .fl7? f"--1!'...C_, ,,_. q-r~A c1~ ----2-Df' %!2c--!;:.I-J-1..,.. !'2 ?>-~ M 0-f D P,,~,c H 1A , ~ 4~ ~.A-:_ ~fib-,,,_~, ~---·? 'Tf'--"¢<, --'i'.',.,_z. ~~ M' Ht:- f" ~ h Ir,,.; .LU;:.. ~1--i I 3. LAWN AREAS SHALL BE SEPARATED FROM SHRUB AREAS BY MEANS OF A CONCRETE MOWSTRIP AS INDICATED ON Pl.AN. INSTALL REDWOOD HEADER AS INDICATED 00 PLAN TO SEPARATE PLANTING TYPES. 14. ALL TREES SHALL BE STAKED OR GUYED AS PER PLANTING DETAIL EXCEPT WHERE NOTED. PLACE SINGLE ST AKES ON WINDWARD OR UPH!LL SIDE OF TREES. 15. PLANTS SHALL NOT BE PLACED WITHIN 12" OF SPRINKLER HEADS. TREE LOCATIONS TAKE PRECEDEJ\CE OVER SPRINKLER LOCATI0'-1S. CONTACT LANDSCAPE ARCHITECT IF A DISCREPANCY EXISTS. 1 S. All PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH Pl.ANT SPECIES. ALL PLANTS ARE TO BE FREE OF DISEASE AND SCARS, ANO ARE TO HAVE GOOD COlOR, FULL HEADS AND GOOD CAUPER, AND SHALL CO'<FORM TO NURSERYMAN'S ST AN DAROS. 1 7. ALL VINES SHALL BE REMOVED FROM NURSERY ST AKES AND ESPALIERED TO FENCE OR WALL SURFACE IN A SYMMETRICAL RADIATING PATTERN USING APPROVED VINE TIES AS DETAILED. 1 S. ALLGROUNDCOVERSHALLBEPLANTED IN TRIANGULAR PATTERN FROM FLATS AT SPACING INDICATED ON PLAN. 1 9. ALL SHRUB AREAS SHALL RECEIVE GROUNCCOVER THROUGHOUT TO BASE OF SHRUBS. SEE PLANTING PLAN FOR CALL-OUTS. 20. FINE PRUNE ALL SPECIMEN TREES AFTER PLANTING AT DIRECTION OF LANDSCAPE ARCHITECT. 21. SOD SHALL BE LAVED IN STAGGERED PATTERN WITH TIGHT JOINTS AND ROLLED SMOOTH TO FINISH GRADE. 22. ALL BARE SPOTS IN TURF AREAS SHALL BE REPLANTED IMMEDIATELY TO THE SATISFACTION OF THE LANDSCAPE ARCHffECT. 23. LANDSCAPE CCNTRACTOA SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF 90 DAYS FOLLOWING APPROVAL OF COMPLETED INSTALLATION BY LANDSCAPE ARCHITECT. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED-FREE. All DEAD OR DYING PLANTS SHALL BE REPLACED DURING THE MAINTENANCE PER!OD. 24. AT END OF MAINTENANCE PERIOD, APPLY AGRIFORM 16-7-12 PLUS IR0'-1 CONTROLLED RELEASE FERTILIZER AT 35 POUNDS/1000 SQUARE ~EET. 2 S. AT CCMPLETIO'l OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT AND ARRANGE A WALK-THROUGH. LANDSCAPE ARCHTECT MUST APPROVE ALL WORK AS ACCEPTABLE PRIOR TO TERMINATING MAINTENANCE PERIOD. 2 6 . THE LANDSCAPE CONTRACTOR SHALL GUARANTEE SHRUBS, VINES, AND GROUN DCOVER FOR A PERIOD OF 3 MO\ITHS, PND TREES FOR 1 YEAR FROM DATE OF FINAL ACCEPT ANGE . DRAINAGE NOTES 1 . REFER 10 CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL GRADES AND INFORMATI0'-1 REGARDING FINISH GRADES AND DRAINAGE. CONTRACTOR SHALL RECIEVE SITE GRADED AT PLUS OR MINUS ONE TENTH OF A FOOT. VERIFY ON SITE GRADES. AND REPORT ANY D!SCREPANCIE.S TO l.ANDSGAPEARCH\TE.CT PRIOR TO THE START OF ANY WORK. 2. ALL PLANTING AREAS SHALL SLOPE AT 2% MINIMUM AWAY FROM BUILDING FOUNDATIONS AND FOOTINGS TOWARD DRAINS OR GUTTERS. ELIMINATE PUDDLING AND TRAPPED WATER BY FINE GRADING ALL AREAS TO CREATE A SMOOTH GRADE. 3. LANDSCAPE CCNTRACTOR Sl-1ALLBE RESPONSIBLE FOR MAINT AJNING ON S!TE DRAINAGE DURING LANDSCAPE CONSTRUCTION GrnSTRUCTION. ""(.'. IC>L- 5 ~~ -5 .cp_ -'5~1-- " ,. I ~ ~~f ... C::.t .. :...: ~I..,~ P.t>L ~,f2.., VV1,S.z,q/, / ?--~:-¥', f'PP', '·✓i,£i?';""""y, ~ .,J:.C;i ~p C,C~ .AA,_,. .?_.+,~0 "'"""'-,-., c., '' ' ,i_ ~ '"7'-l'< , • , , ,1 ,-<'-'-' r-~ ·: r.-:-"' '--' ~ Fu'-'--r :P-,-,.,_, ,Go D !"P'-1 ~Lr. ,---H..<>H? ~<, AS BUILT CITY OF CARLSBAD MUNICIPAL PROJECTS PLANTING DETAILS ~ "'L--------------l.....----'----------__J,---------'------..L....-------------__.._ ______________ ._ _____________ -:--' • • EB CONSU..TANT L A N D Aff'ROVED AFmOVED APFflQVED f'DI DATE :av ' ! i ' i DRAWN 41,j CJ--ECKED KEY PLAN STUDIO 'REMA~S ' DATE 7-10 ·018 L•2,- SCALE -- J:JBNO t7-~bl r ~ 6 " ~ z z C, ~ T I ¾ [N0TP-LL ~N si. A-L.. f"IPE::-_ __,) [N f'i..M-!T I ."-1"'1 Pfl.f.-i\', -"T'if'ICP~ 'A z. I I I I l p J I I I I I I l . i,;. . 1, ,,, ,. l !' 74-... ' I . hf -~-1t'' ~-i 0 .,,. ,, ,, ' ,. 1 V4 ,e •·-···-·--··.~IA" l'✓-1 _. '--.,.-1 ,. " ¾''./ E;y;'~V1 it2.C.11/'~_ --=" ;-2~~:N , \~p-( l.-OU4't~Y A'vC O Cc-1TI" r--v:1 ~ \ Pine Street -?,~·-rT\,ir~ ~ ~er-" ... ~•.) 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HIL-f'-~ ,sa, y;;-ti' ~;/;,l.l f2E:c f2' o::?-Ul.P-T<"F-IN "':112>,L.L-?1--t ~14-1 #/,isl-\~"( lyL.·1 /!A\ ..,:;"';:,)P.71~"' H w H 13 i::-12-VC>l>IP.. D~-0 ! "'11'A.,-1c:t--l ---V-"-L..Vf_ ..;, 'U;.. ~-~-"'1 P.M. ~~ Y,>,\.Vf;.. - IRRIGATION LEGEND "" HEADS SYMBOL ~--e, MANUFACTURE MODEL !e,-?fr-~t-1-15 f if;Cl'__c~~--1 ~ 1-5 H I tOCc-~_...r-4 • 15' 6' PSI RAD GPM DESCRIPTION ' " REMARKS DETAIL I N 01'"'-L. F' ~ej-9-\ "f .?1 """-> D e. ! 1006'-~ • ,';;i YA'-i 1,t IC, ,:\,1'\c, ------f---'---+----+---+-~-------------------+-------------- lto{-•PM -15 f "ft l'i c;,,7 ··fHT C 10?{...-.AI"", -J'5 1--1 "?,r, ,8C4'-".;Ai1 -15 a :,,ti [60t---:'"'M -,'? YA~ ·';,I i8"'ii-¾'1 -Ii-f '1'c le«c-s:""i -i 2 H '?',,., l&.-'u,-~ -IZ-t< ieof-?'-11 . Ii:'., f' 10""-?'-H-l?-1--1 ~-?"M-/Za .--------t---t-----"t'-c----c--~-----,------lfa:' · z f -NI f'Ai,-'-) e J__' .---------,- r li¼l?-iZ H -H/IJ-'\o/;, I 0X> -I& ?I -,-j/pA f/-; 1€0'\ ,'.),o, 'S -i '? 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" ,AP,,C'v'\.(:_ "4 '°'""'I,.,\'.:. 3/ i..-4 ,11 1,57 ,1~ ....v H, "1 1-· ~u.'µ -:;,➔ 1-rr cff H~H f,/1•,-I -'>1-iL,;', £'fl'- "-P''-~ V-"!,..V[,, . ./-$AM - l AS BUILT : i"--1..<!.-IALI-?'~ fZ!'~-fZ. %-~/~~ f'&r,.,-~ :-.,I 11'1"-'P"',c Ch j2.i-'Jic,~ i"':1'1. &P.!>1-A-l ?ii:I '-11 1 uF C RLSBAD MUN1CIPAL PROJECTS IRRIGATION PLAN North Scale: 1"-20' ~1_. __________________________ ...., __________________________ ..._ __________________________ ..... ___________________________ ._ __________________________ .._ __________________________ .... • • E8 CONSULTANT KEY PLAN l A N D STUDIO AFPROVED APFROVED AFPROVED NO DATE BY : REMARKS . ---_,._ -+- ~--➔ ----- ' DRAWN '71-1 CI--ECKED -------L•3 DATE 1-16-08 SCALE 11'--c:2,0\ JOB NO. 07-u1 0 N A D 1. -. PRESSURE REGULATOR. 2 -HEIGHT PER LOCAL 8 -CONC. FTG:(4' MIN.). 9 -PVC MALE ADAPTER 10-REDUCED PRESSURE CODE. 3 -BRASS NIPPLE (TYP.) 4 -BRASS ELL (TYPJ TYPE BACKFLOW PREVENTER ASSEMBLY, (SEE SPECS) • 5 -BRASS UNION 11-" COMPACT SUBGRADE 6 -FIN. GRADE 95%. . 7 -BRASS RISER 12-PVC PRESSURE PIPE REDUCED PRESSURE BACKFLOW PREVENTER 6r---....l 7 i---.... , Lr--,,~ • 0 • ll) 1. AUTOMATIC CONTROLLER 2. GALV. PIPE SUPPORT,SIZE AS REQUIRED 3. 4• MIN. PULL BOX 4. CONCRETE FTG. OR SLAB 5. 90 SWEEP ELL PVC WIRE CONDUIT 8. WALL 7. 3/4" PLYWOOD MOUNTING PLATE SECURED TO WALL WI 8-1/4" DIA. ANCHOR SOL TS OR EQUAL. PAINT ANO SEAL EDGES 8. PROVIDE 3/ 4" ELEC. CONDUIT TO POWER OR W.P. OUTLET 9. FINISH GRADE 10. CONTROL WIRES (BUNDLE AND TAPE 14 GAUGE WIRE TYP.) WALL MOUNT CONTROLLER a" __..-----V:Z" ~ 6:? fV?. ¥~ _;r----f'INl-?H ?!~ ,__ _____ 917"' 11"\t-,~)(' ~ e:u,. (Mlf'T x fl!"'r) -----"'\0° 't•1l•fZJ .. .f)(i ~Tl"-ee-T 1::.U-(Mil'i x FIP1") r-----~:.t-. -"I,::, f?v.C... ?""?" f"I PT n,.e.. 012-1:-L-L B E 6r--, ©-t 3·-VALVE BOX i--VLal<'.1'¥, ~- ( SEE SPECS). 4 -PVC PRESSURE PIPE (TVPJ. 6 -SCH. 80 UNION 6 -SOLENOID 7 -PV.C LATERAL Pl::..<t-~~8-BRASS a-PVC MALE ADAPTER (TYP.), 1Q,-CONTROL WIRES '4' MIN. LONG LOOPS), BUNDLE AND TAPE. 1 -1 CU. FT. (MIN.) PEA 11-REMOTE CONTROL GRAVEL SUMP. VALVE , 2 -BRICK OR CONC. 12-FIN. GRADE; SUPPORTS ALL AROUND FLUSH IN LAWN, ON COMPACTED SUBSOIL. a-G.C. AUTO CONTROL VALVE 1 -6" MIN. & 12• MAX. FROM EDGE OF CURBS, WALKS, HEADERS, ETC. 2 -HOSE BIB 3 -STRAIGHT SWIVEL (HOSE PIPE) 4 -QUICK COUPLER KEY 5 -QUICK COUPLER VALVE e -FINISHED GRADE 7 FLUSH IN LAWN, 5• IN GROUNDCOVER 8 -11/2" TYP 9 -SEE SPECS 1 0 -BRASS RISE':R (TYP) 9 1 1 -12·so. X s· DEEP CONC. FOOTING ON UNDISTURBED GRADE 12 COMPACT SUBGRADE 1 3 -BRASS ELL 14 12• LO.NG PVC NIPPLE (SCHEDULE 80 ) 1 5 -MAIN LINE PVC TEE OR ELL QUICK COUPLING VALVE .....---------l3t1r ~frl[;;;'!.(~H~~ ,4,~~) ~ VIE,i,j ~:.t-;· ~o.,,5'~1g·: ================ ~~ ~ ~ /"'. ~~ Iii ~ fl~ ""'H ~m:..-.1 " ~" ,?fZl,.t-SH w f'<"" +c:. n, ..-------HD? rt 4tz.o..TT:-- rlt-l~ c1~e. """' ~i"'IU. --....-----:e,t,!~ H~ -------~ <&? f.\(C., ~ r--------1'1-P~. Ht+l~ HDF~?"'iE:O -W-,,t, l-lHE:- ' ' -----v'fZ,tL.L.(l) ')f'' HtU-ff¥ f"lre. ~:::;::::;;;;:G}=:::S<----f.VC., I>~ fM'1 ~ VJ>i.V . - ITm ....,__ ____ ~ pop~ f:xt::,.. ...,._ ____ v" L-1,::l-l~ J.;.." fL,.~ 12,-';>e,.ia. .....__ ___ f.",,{?-e:u- C F 41----+ BALL VALVE G)--7 1 - ® 8 2 - 1' 1 3 - ---, 4 - r6 - 6 - 2 7 8 '{ID - 5 . HIGH POP-UP SP ®i I 5 r-, I I J ~ 1 -BALL VALVE. 2 -SCH. 80 UNION (TYP.) 3 -FJN. GRADE / 4 -VALVE BOX W/ LOCKABLE COVER. 5 -SHORT BRASS NIPPLE (TYP.). 6 -PVC PIPE 7 -MALE ADAPTER (TYP.) 8 -FLUSH IN LAWN; 2• GROUNDCOVER. 8 -1 CU. FT. (MIN.) PEA GRAVEL SUMP. (--.COMPACTED SUBGRADE. SPRAY HEAD IN POP UP POSITION • POP UP BODY. LATERAL LINE • SCHEDULE 80 PVC NIPPLE. PVC TEE OR PVC ELL. SCH 80 DOUBLE/TRI. SWING ASSEMBLY. 1•,2• MAX. FROM f"JXED IMPROVEMENTS (CURBS, WALKS, ETC). SEE SPECS. 12" MIN. 1 2 - 3 - 4 - 5 - 6 - 7 8 - SPRAY HEAD IN POP UP POSITION • POP UP BODY. LATERAL LINE .. SCHEDULE 80 PVC NIPPLE. PVC TEE OR PVC ELL. SCH 80 DOUBLE/TRI SWING ASSEMBLY. 1•,2• MAX. FROM FIXED IMPROVEMENTS (CURBS, WALKS, ETC) SEE SPECS. ~ $1-----------------------------------------+------,;;.;. ___________________________________ t------------------------------------------t ~ ~ z ~ " G SPRAY HEAD ON RISER H I . POP-UP SPRAY HEAD IRRIGATION NOTES THIS SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE OF . AVAILABLE ON-SffE WATER PRESSURE IS 92 PSI. THE IRRIGATION CONTRACTOR SKALL VERIFY WATER PRESSURE ON THE SITE PRKJR TO OONSIBUCTON AND REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATKJN POINT OF CONNECTKJN TO THE LANDSCAPE ARCHITECT. 2. THIS DESIGN IS DIAGRAMMATIC. BACKFLOW PAEVENTERS. VALVES. PIPING, AND OTHER EQUIPMENT SKOWN IN PAVED AREAS OR BUILDINGS IS f=OR DESIGN CLARlflCATION ONLY AND ARE TO BE lNSTAU..ED WITHIN PL.ANTED AREAS WHEREVER POSSIBLE. INSTAU. 'BACKFLOW PREVENTER IN SHRUB MASSING RATHER THAN lURF DR GROONDCOVER WHEREVER POSSIBLE. INSTALL ALL VALVES IN PLANTED AREAS, ADJACENT TO WALK'-NAYS AND PARALLEL TO EACH OTHER 3. FINAL LOCATION OF AUTOMATIC CONTROLlER AND BACKFLOW PREVENTER SKALL SE APPROVED BY LANDSCAPE ARCHlTECT. 4. 00 NOT WILLFULLY INSTAU. THE SYSTEM AS DESIGNED WHEN IT lS OBVIOUS IN THE FIELD THAT OSSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE A TTcNTION OF THE LANDSCAPE ARCHITECT, OTHERWISE THE IRRIGATK)N CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND AU. NECESSARY REVISIONS. 5. IT 1S THE RESPONSIBIU1Y OF THE IRRIGATION CONTR.ACTOR TO BE fAMILlAR WITH ALL GRADE DIFFERENCES. LOCATKJNS OF WALLS, RETAIN!NG WALLS. ETC. WORK SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS WORK FOR THE UJCAHOO MJD THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS. UNDER ROADWAYS, PAVING, STRUCTURES. ETC. 6 VER/FY All UTILITY LOCATIONS BEFORE INSTALLATION OF IRRIGATION SYSTEM BEGINS. 7 INSTALL COMPONENTS AS CALLED FOR IN MANUFACTIJRERS SPECIFICATIONS AND DETAIL DRAWINGS. B ALL PIPING BETWEEN THE POINT OF OONNECTKJN NlD BACKFLOW PREVENTER SHALL BE OF MATERIALS AND INSTALLATION METHODS REQUIRED BY THE LOCAL CODES. 9, ALL PIPING UNDER PAVED AREAS SHALL SE INSTALLED PRIOR TO PAV1NG BY THE JRRIGATION CONTRACTOR. USE PVC SCHEDULE 40 SLEEVING FOR ALL LATER,,\L AND MAIN LINE PIPING AND CONTROL WIRlNG INSTALlED UNDER PAVED AREAS 1 0. BACKFILL SHALL BE FREE OF UTTER, DEBRIS AND ROCKS OVER 1' DIAMETER BACKFIU TRENCHES AFTER APPROVAL Of lANDSCAPE ARCHITECT. TAMP AND 71--10ROUGHl Y WATER TO 90% COMPACTION. 11. GENERAL C.ONTRACTOR Will_ PROVlDE REOUJRED UNE VOl T AGE TO CONTRa..1£R LOCAT!Ct,!S, IRR!GATION CONTRACTOR SHALL MAKE FINAL HOOK-UP PROVIDE PUU. BOXES FOR CONTROU.ER WIRING AT AU CHANGES OF DJRECTKJN ANC' WHERE RUNS EXCEED2ro FEET. SPLICES SHALL BE MI\DE ONLY IN PUU. BOXES OR VALVE CONffiOL BOXES. 1 2--IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERfOR!-AANCE AND TO PREVENT OVERSPRAY ONTO WALLS, DRIVES, AND BUIWINGS. TH]S S,,AU. INCLUDE SELECTING THE BEST DEGREE OF ARC FOR EXISTING SffE CONDITKJNS NlD THROTTLING THE FLOW CONTROL AT EACH VALVE TOOBTPJN THE BEST OPERAT!NG PRESSURE FOR EACH SYSTEM. ELIM/NATE EXCESS SPRAY ON WAU.S AND PAVING. 13 TREE LOCATKJNS TAKE PRECEDENCE OVER IRRIGA TKJN LINES. WITH LANDSCAPE ARCHITECT'S APPROVAL, ST AKE ALL TREES PRIOR TO TRENCHING PIPE. 14, CONTRACTOR MUST STOP ALL BACKDRAJNAGE OF SPRINKLER HEADS WITH A "VAL CON ADV" CHECK VAJ...VE. INSTAL.l ONLY AS NEEDED AFTER FLUSHING TO PREVENT BACKDF,AJNAGE. -ADJUST TO MIN1MIZE PRESSURE LOSS. 15_ IT lS RECOMMENDED THAT IRRIGATION SCHEDULING BE CAREFULl_ Y ~[TORED DURING ST ART-UP AND MODIF1ED SO ALL ARE.AS RECEtVt: ADEOUATI: BUT NEVER EXCESS t.-K)ISTURE_ SHORT SETS WITH REPEAT CYCLES ARE PREFERRED TO SINGLE LOT SETS. CHAN2rE IRRIGATION TIMING MONTHLY TO WI.TCH EVAPOTRANSPIR.AnDN CONDITION, \ 6 ANY PERMITS FOR THE INSTALLATION OR CONSTRUCTKJN OF ANY OF THE WORK INCLUDED IN THIS SECTION, WH.lCH ARE REOUIREO BY ANY OF THE AUTHORITIES AND.OR AGENCIES HAVlNG JURISrnCTlON, SHALL BE OBTAINED AND PAID FOR BY THE LANDSCAPE CONTRACTOR 17. All WORK AND AREAS OF WORK SHALL BE LEFT CLEAN AND FREE OF EXCESS MATERIAL AND DEBRIS AT END OF OONSTRUCTK)N PERKJD. 18. THE ENTIRE INSTALLATKJN SHALL BE GUARANTEED FOR 1 YEAR AGAINST DEFECTIVE EQUIPMENT, MA TE RIALS. OR WORKMANSHIP. THE GUARANTEE PERIOD IS TO BEGIN ON THE DATE OF THE ACCEPTANCE OF THE INSTALLATION BY THE OWNER·S REPRESENTATIVE. I AS BUILT CITY OP CARLSBAD MUNICIPAL Fi\O.li'CTS IRRIGATION DETAILS ~~-----------------------------------------~-----------------------------------------..._ __________ ..;... _______________ _._ ____________ L. ____________ ..;._..._ __________________________ _. { 1 ·---- ~-1 I I • • EB CONsu.TANT l A N 0 AfffiOVED Af'F'ROVED APA'lOVED NO D.ATE BY ~- ' ' ' DRAWN 4M Cf-ECKEO KEY PLAN STUDIO I REMARKS I ' ' DATE 7-1e,,e,e, L•4 SCALE -· ~ .. £>B NO. 87 -q;,& I , ., ' ' ' ' FOOD FACILITY REQUIREMENT Notes (MIN. STAN1JARTIS PER DEP'T. OF HfALTil SERVICES) ' l. -ALL FOOD SERVICE 8:)UIPMENT TD BE M)\.~'UfACTIJRED/FABRICATED ANll INSTALLED 1D COMl'fY WITH N.S.F. S1l'JIDARDS, BUIWING /\ND DEPJ'8.1MENT OF fIEI\LTI! SERVICES CCDE REQUIRE\!ENTS. I 2. -FOT WASHING SINKS TC HAVE' 111'0 DRAINBOARDS, MIN. 18" EACH WITI! 1WO CCli'-{PARTI,!ENTS LARGE OOUGH TC HANDLE lHE LARGEST POT A.'ID CCMPLY WITIJ EHP-883 CODE. 3. -HAND WASHING SINKS TC BE PROVIDED \1ITH A FIXED WALL MJUJ\'T!ill Sil\'GLE SERVI CE TOWEL DISPENSER, SOAP nISPE'ISER MD TRASH C(W])U)IER FOR DISPOSAL OF 1Dl\fELS. f-v\ND WASHING SINKS IN RESTROOMS M'\Y USE HOT AIR BLOl\fER IN Lilli OF '!DWEL DISPENSER !\SD TRASH CCITTAINER. 4. -BAR SINKS SANIT!ZIN, MElr!OD SHALL RE 200 PPM QUDITERJiERY·.'<>'~i.JNIUM FOR ONE MINLl7I AND CCMPLY WITIJ EHP-88 3 CODE. 5. -DISH AND GlASS WAS!IING MACHINES LOW TIMPERATURE (CHBilC.1\1 S.l\,\!lTJclN'.:) TYPE ·m BE PRCVIDED WI'J}! S.•\NllTZING TE.5T KI: AS MANUFACTI,'REll BY TIM". CIDITC\L IN'.:. #802000, GILORINE TE.ST DR l:QUAL. 6. -SNEFZE GUARDS 1D BE PROVIDED FOR UNPACKAGED FOOD, S.A.NITIZED '1lJLTl·SERVJCE tr!BfSlLS, GL'.SSES, DISHES ANI FOOD PREPARATION ,\RIAS SO AS 1D BE PROTECTED FROM '.11',-;cCESS.lc~Y HA"IDLI"'G Al\'ll INFECTION FRCM CUSlDc,!ERS AND COMPLY \\'JIB EHP-885 CODE. i. -IF M:J!Uo TilAN FOUR FMPLOYEES PER SHTFT, CWTIIlS LOCKERS TO BE PRCT\'JDED FOR EMPLOYEE S1DR'-GE OF PERSONAL ITE/.\5. 8. -WALLS, FLOJRS !\ND CEILINGS FOR FOOD PREPARATION/SIDR;GE ARi'AS, UTENSIL/DISH WASHI/-:G AREI\S, WALK-IN OOLD S1DRAGE ROOMS, SERVICE/PICK-UP ARL\S, .JAJiI'IDR' S AREA, DRESSfo'G ROOMS, AITTE-ROOMS AND RESTRCXJMS, TO BR OF A DURAJlLE 5'1'.Xi1li, NJN-;\BSOPJJE.',"" A.ND ll'ASH· .i\BLE SURFACE. WALLS MID CEILINGS 1D BE LIGHT mIDREll. FIDOR SURFACES n; BE co,TI:l- lKlUS (SEi\MLESS) AND COVEil AT JTJ]\CTION or FLCOR Al\'ll h'Al.l. W!Th A 3/8" MIN. RADIUS EXTENDED UP WALL AT LEAST 6" C(JNTI~IJOUS (SE'MLESS] h'Illi FLOO?. 6" '1DP SET vrnYL Bi\SI MAY BE USED 01\'LY IN .'illE'S IIHERE J\CCEPI:i\BLE BY CODE. N.S. F. /\PPRCVEIJ METAL C()VE ilW BE USED IK COLD S1DRAGF. RCXJ;!S. (SEE F!KlSII SCHSDULE) 9. -FLCXlRS IN FOOD PREPARATIOK, lTTENSIL/D!Scl WASHING i\RJJ.I\S, SERVICE/PICK-lJP .~RFAS, JAN]TI)R'S AruA, RESTROOMS, ETC. ARE RB.)lJIRED 1D GRADUALLY SLOPE 1D FUXJR DR~I,'S FOR PROPER DRAINAGE OF rnE FLOOR. rt O. -FLCXlRS AT SALA! BAR AREAS SH.1\11 HAVE A HARJl SURFACE FLOOR, EXTENDED 36" MIN. OUT FROM SALAD BAR ON ALL SIDES EXroSEJJ TO CUSTOMERS. 11.-WALLS AT UTENSIL/D!Sf{/GLASS WASHING AREAS, JANITOR'S !\REA, J\l\'D FDT/PREP. SINXS ill BR CDNSTRUCTED Wllli WATERPROOF GYPSUM BOARD (GREEN BOARD) Mill/OR FIBERGI.:.115S RE!NrORCED PANELS (F.R.P.). IF FIBERGLASS REINFORCED PANELS (F.R.P.) ARI USED TIIEY ARE 1D EXTEND MIN. OF FOUR FEET .i\BOVE flNISH FLOOR. (SFF FicISH SG!EDULE) I 2. -WALLS IN RESTRCQ\15 m BE CONSTRUCTED WITI I WATERPROOf GYPSUM BOARD (r;REEN BO/\RD). ADllITIONALL Y WALLS [N WATER CLOSET COMPAR1MEJ\T AND WilliIN 111'0 FEET NID SIDES OF URINAL SHAll BE OF NJN·ABSORBENT MATER!AL, FINISHED 1D A HEIGHT OF FOUR FEIT ABOVE l'INISH FLOOR. (SEE FINISH SQIEDULE) 13.-ro)RS, BOTil EXIT AND OPENING 'ID OlffSIDE, SHALL OPEN OUTWARD AND BE :iELF-CLOSING. 14.-ro)RS AT RESTROCMS, Al\1'E·RO(M5 AND DRESSING ROOt,!S TO BE SELr-·CLOSING AND UNDERCUT ONE U,O1. 15. -IXXlRS TC JlE FINISHED Willi LAMINATED PLASTIC OR LlGKT CDLOR ·GLOSS ENAMEL PAI~1'. DOOR SIDES SlilWING :ro OJSffiMER MAY BE Sll'iI -Gl DSS ENAMEL PAlNT. 16. -SMJOIB CONCRETE SLAB 1D BE PROVIDED FOR OUTSIDE TRASH ANI GARBAGE S1DR~GE. IF TRASH AREA IS ENClDSED, INNER SURFACE OF WALLS ill BE SffX)Til (PLASTERED ANI PAIKI'ED,ETC.]. SLATES IN FENCING TO BE MEl:I\L OR PLASTIC. 17. -A MINIMUM OF 12 AIR CHANGES PER HOUR VENTILATION ID BE PROVIDED FOR ALL RESTROOMS, AflTE·ROOMS ANI DRESSI.\'G ROOMS BY ME>\NS OF INDIVIDUAL MECH.'-NICI\L EXHAUST SYSTIMS, SEPARATE FRCl'-! FACILITI HEI\TI.\'G, \'ENTILATlON AND AIR CONDITIONING. 18. -LIQITING: 20 FOOT C1'NIJLES 1D BE PROVIDED IN ALL FOOD PREPARATION .A.Ru\S, UTSNSIL/ DISH WASHING AREAS, ETC.. 10 FOOT CANDLBS lD BE PROVIDED IN ALL S1DRAGE AREAS, RESTRCXJMS AND DRESSING R(XlMS. 20 RXlT CANDLES DF "CLE!\N-UP" LIGHTING 1D BI PROVIDED 1HROUGH0trf THF FACJLIT'!. ALL LIQITING MI.I\SURED 30" OFF FLOOR. 19. -SINKS TD BE PROVIDED ll'ITIJ A SUPPLY OF f!JT (MI'/. 120° F.) MID C(JLD RU~NING WAT!]( UNDER PRESSURE, AND FUR~ISHED II'! TT! A FAUCET CAPABLE OF ruACHl"\; EACH CDMPAR1MENT. 20. -il4Nil'/ASHING SINKS TO BE PROVIDED WITIJ A ca-!BINATION FAUCET OR PRE-MIXING FAUCET CAPABLE OF SUPPLY!!-!:; WARM WATER FOR A MIN. or 10 SEC(JNDS. 21.-JANI1DRIAL SI~'K FAUCET AND PRE-RINSE FAUCET 1D BE PROTECTED WJT~ AN APPROVED BACKFLOW PREVEtHION DEVICE. -.2. -DISH ANll GL'SS WASHING W.CHINES 1D DRAIN TO A 3" TRAPPED FLOOR SINK WilH A LEGAL AIR GAP. MINIMUM OF 1400 F. HOT WATER REQUIRED FOR DISH AND GLASS WASHING MACHINES wrrn BOOSTER 11'.l RAISE 1400 F. HOT WATER '!D ]800 F,. 23. -. BAR SINKS 1D DR~IK m A TR>\PPED FLCOR SI~'K WI11-! A LEGAL AIR GAP. 24.-FLOOR DRAINS ARE RBQUIRED IN ALL RESTROOMS, IINIESS RESTROOMS ARE L,JSTING. 25.-ALL EQUHMENT GIVING OFF WASTES OR OONDENSATF ARE REQUIRED ID BE DIRECTLY CDNl\'ECTED ID WASTE SYSTIM AND/OR DRAIN ID TR~PPED FLCXlR SINKS Willi J\ LEGAL AIR GAP. (SEE EQUHMENT AND FIXTURE SCHEDULE)• 26.-GREASE TRAP(S) IF REQUIRED AND INSTALLID BEIDW F!JXIR SURfACE SHALL HA\"'. LID OF 1RAP{S) FLUSH Willi FINISH FLOOR. Qlli\5'2 TR>\P(S) INSTALLED ABOVE HD.1R SURFACE SHALL HAVE BOTICM OF TANK SEI\LED ID FllXJR, ALL PIPES 10 BE MIN. 6" OFF 1HE FLCXlR. 1RAP 10 BE MIN. 6" AWAY FROM ALL WALLS AND PAINTED WITT! LIGHT COLOR EFOXY PAilff. ------- 7 12 I I. I I I ' .-< ,--~" . I i 0 :c-,c:"~, • B. C0/f ~-;-::: "'>< :,._'-._+-f-~~-:.::c. -. ' t=:'.: . -.a~-.=--:;.._ ----· -~ -.:J 15 ')...._ I I -~ ~ ,'1-::.-·,*-l: ----~~-,---~i--_:_"::--1r __ f_-~-,1 --~~=::>-<--::.-~ -==-""'.j""-'L:[j. :::;:::;-., ~t_~ ------~ .-"--....__ :--. .-, :::....._ I .-,...----I , ~ ~ ~. @) ~~: ~®~~©~ ~ (¥,,) .··-z::y%4,-~ ~0.>j5i®® ~ .. ~ . ,~~ ~. ~ @) (1,4) ~ r=--~ -:::11:1;:::-=;:l ! @p y> !!!I I D 7 ---r11 \ "rl \ '-.•_·' \'\,/ ,j 1.-,:='::-':" :::--dJ ~-· ' / '_ ~ \ -· h :c, ~:~/;;,;; / ', ---~ & 6 -l'\.OTE WAI_.,_ 5,EH•:·-~D r--,.:...in..:.•--==··~ ~.j 6 E= 1-<)..")P It) e::.E NC'< COf.1BVi;;,T:6,.'.: '<bl EE'L CSTUPS · ~ AF<:..c~-L ii.;:' STR•J~ ..... T c,,,_,,va5_ FIXfUnE. ~ND E_QUIPME..N1 FLOOF--. PLP---N ---. t I ' ! ! -·--I ' ! ' + 1/2.11 \ F:~. ! ... l f-j_ ' ' -/ - ·_ jv2-111 Yz.11 l 11/2.11 . ' ----- -~-~j PLU 1'1~_P:, (~s-P,-IF_j __ -f\Ec---;:;._'-,:o-,) i I I ' 1 11 ____ ii I ---------I ------ ~OTE • ,,:::H~I::; F~C\/ENT!CY--l ~-,,...._3 T::;';...-1 FoR., ~XHAV$""; Hoc::c.; --:""O DE -~--r - AN'=>U'_ i'-,oz F'E'<-',J=f'A '7G 5_p,.;-..JpA'q,D$. ~ IQU!;::J F! ~IS 5'-(S--:-':..~'.-, .. < -L M0.1J.~L __ ~ -J_ --------· ____ ., ___ -. -~ ----- J~j-:~:6s~(veh~9~~ -j --+- . -. ___ v·· -•-;-.:<-.- t ·t- • -----l t·---- ' I ----- 1 ~~-~-/.,.,_ J. . \ -Ja--•-· ---- -------, -------~ ' ---------------·----------------, ---------·------< ~--<-------------- ' I I ! ' ----t-------------- ··------··-------; F --------------- I I I ( - 1/z. ,, l::.'' I FA Uc'..21·-bj PL Ir" ');c'h..., ·-+------------, - I + ---. ·-----F=====#---------~ ---------+----~~..11 •----~---l.---"AL.._,,r:;;, ... 11 B UIJL.,T ! -r I . . cu • P CARLSBAD .. __ _';' 'MlATJNICtllP . __ . .. --"AL PROJECTS ---i- ' _; • • □ KEY PLAN I CONSLLTANT APPROVED ' APPROVED !()411/}(:?f!,, C',r.J~UJ. J NO' DATE IBY REMARKS -- ' ------- ) ! : : .. General Notes, Fixture and Equiprnenf Floor Plan; - Schedules DRAWN r,.w. s.,; co. K-l CfECKED ___ . __ DATE S-2.-88 SCAl£ 1/411 .. 1'-0 i JJB NO. j J.,, of" 4 . . -. .. . ?i·" . ; ' .. . PLUMBING NOTES I (MIN. REQ' S. UNLESS N:)TElJ OTI-!ERl-l'ISE) L -ANY DIS.CRfil'A,;CIES BElWEEN PL.A.XS NID CODE RB...:---UIPE,£a,,'TS 1HI\T ;-.~iY AFFECT 11-lE INSTALJ~.\TIOi\\ FABRJCATION OR OVERALL WORK IK A.W WAY SH.UL BE BROUGHT TO 1HE ATI'E}ITION OF THE FOOD \ SERVJCE ~UlFMb:'il f.ONTR'R. lr,NP.DJATELY BY 'THE PLUMBING CONTR'R. BEFORE ST'.-\RT OF CON- STRUCTION. 2. -RXJD FACILITY REQJ!RE>lEtrr NJTES AND ALL 01l!ER NJT"..S ARE TD BE CONSIDER!ill A PART OF "JHESE ,n,cS. PLUMBING OJh'TR'R. 1Q PRDl'IDE AS IBEY APPLY. 3-. -PLU\IBii\lG C0\1R'R. SH..'\.LL BE RESWNSIBLE TI-l/\..T HIS P'i-lASE OF J\l:J-RK MDETS AND 1S INSTALLED IN ACCORDANCE WI!H STM1Tu\FDS RB::lfIR.cV BY A.LL GENERAL, STATE, FEIJt"R.1.t, Ac'ITI ALL OJDES PECULIAR TO MUNICIP.l•J .. Srl OR AREA WHERE .JO:S IS BEING lNSTAU,ED 1NCLIIDINr; DEPAR.lME\:'T OF HEALTIJ SERVICES REQt,'IRDIBNTS. ' 4. -PLUMBIKG CONJR'R. lD VERIFY ALL INCOMING SERVICE AN1J MA.Ki=: FINAL HOOK-UP 1D ALL APPLIC- ABLE EQ"JIFMENT .AND 1D P\<OVIDE ALL PIPING, TEES, ELLS, TRAPS, REGUl.ATDPS, FILTERS, FAUCETS, FTC., UNLESS SPECIFIC.\LLY S'f:b..TfJJ 01HERli'ISE. S. -ADDITIONAL PLlMBD,'G ~UIRDfilNTS ELSEWHERE IN fACILIW (N:JT SHOWN ON FOOD SERVICE ~IFNEITT PLA.'3) ARE "JD BE VERIFIED Willi 1llE ARQ-lITEC, PLU\iBING DESJG= AND/OR O\'il',lill., 6. -ALL I-DRI W-NTAL DIM~NSIDNS SHC'tr'i'N 0)-;' PfA~-,l\.Rt FROM Fl\ISHED FACE OF WALL TO CE,.TERLINE OF STIJB-OIJT OR F~ CE!'iTEPJ..INE OF STIJB-OUT 1D CEi\;i'ERLINE OF S'IUB-Olff, UNLF..55 NJTBJ OTRERNISE m,· PLAN OR DETAILS. (VERIFY ALL DIMENSIONS AT TIIE JOB SITI) . 7. -SYMBOLS MJTED @+12", @+24", @+48", ETC., INDICATES 1D STUB-OUT OF WALL AT f-lEJGlfl' INDICATED. HEIGHT IS GIVE{ TRCN FINISHED FLOOR (NJT FINISHED CURB) TC CliKITRLINE OF S1UB-OlJT. SYMBOLS INDICATFJJ "STUB-UP" A'IT.l "S1TJB-DJWN'' TO EXTEND _,'\BOVI FI\'ISHED FLOOR .lli..ND/OR BELOW FINISHED CEILIN::: AT WCATION SHJWN. (VERIFf ALL tlThlE'{SIOKS-.•H TIIE JOB SITE). : a. -PLUMBING S1UBS Al:,lfl Cm-0\'ECTIOt-..'S SHJWN ON PI.ANS ARE FOR EQUIPMD,T FTJFNISBEll EY roon SERVICE a)UI<MEJ\'T CDN1R' R.. ADDITIONAL P'.JThiBIN: REflUIREMENTS FOR a)Ul p,IENf NJT RJR\!ISHED BY ro:JD SERVICE EQUIPMENT CONTR'R. ARE TiJ BE VERIFIGD 1-l"i'I"r: ARCHITEC7, PLtMBIN:; DES!Ghl':R, AND/OR O~~'ER. 9. -FL0:1R SINKS SKJ\'/N ARE TO BE SET FLUSH W11H lDP OF FINISHED ~·1roR. fLOOR SI:...:."'{S IND I CA.TED HA.Lf-IN AND Hlli,F-Olff OF CURB 1D BE SI!!' FLUSE WITI-1 TOP OF HNI SHED FLOOR. FW1R SINKS LOCATED CCMPLETELY WITHIN CURB AREi'.\. 10 Eh SET FLUSH Wllli ror OF FINISHED GJRB. 10. -FLOOR DRA.INS ARE REQUIRED IK ALL RESTROOMS, UNLESS RESTilfXJMS ARE E<ISTIN::. VERIFY Willi OJDE REQUIR!J.IBNTS. 1-ll. -PLUMBING CONTR'R" SHALL SE4.L ALL PLUMBING Pm'ETRATIONS THROUGH WAf.l, FLOOR, A.\!IJ CE!LW:;. WATER· TIGHT AND VERMIN· PROOF. 12. -IT JS REC(M,{ENl)ED IBA.TALL KJ111.BU: WATER LINES HAVE F1LTERED WATER. FILTERS PROVIDED 1\NIJ INS'fALLED BY PLJ.MllI~ CONrn,R. AND/OR OWNER. (VERIFY WITH OWl'-.1:R'}. P,. -PLU,..IBING CO~LR'R. TO PllJ'liDE & INSTALL ADDiiIONi\L FLOOR DRAINS (I-OT SID.'fN ON PlJ•J-,f) AS R!'WlREil BY OJDE. FWOR AT ./\LL AREAS REQUIRING FLOOR DRAINS SHALL GRADUALLY SLOPE 10 FLOOR DRAIN. 14.-PLUMBING OJt-.:'TRrR. TO PROVIDE fi INSTALL RB-UV.ABLE mvER$ OR GRATES FOR ALL FULLY OR PARTIALLY EXroSED FLOOR SI:...'KS. 15. -PLUMBIN: OJ~1Jl.'R. 10 l'F0\-1DE & JNSTALL FOR DISH ,00 GLASS WASJIING W.CHINE(S) A 3" JRAPPIID FlillR SINK W]IB A LEGAL AIR GAP DRi\.IN LINE (INDIRECT WASTE) ro·nooR SINK. 16.-PLUMl3ING CONTR'R. TO PROVIDE G -INSTALL SHL.C'f~OFF VALVES-ON ALL WATER AND GA:::i ],JNJ.:S, L\CLUDING WJ.NES IN FIXTIJRES, LOCATED IN SUQ-1 A WAY t,S 1D BE ACCESSIBLE NITI-t:JUr USE OF TOOLS. 17.-PLl.MBING COJ-.'!1<'R. 1Q PROVIDE & INSTALL AU1DM/\TIC SJIUT-OFF VALVE(S) !\' GAS LT~e(S] FOR COOKING EX!lo\lJST I-IXlD(SJ HRE"POOTECTION SYSffil(S). AIJTIW.TIC SHUT-OFF VALVE(S] TD BE FURl,!SHED BY FOOD SERVJCE B:)UIPMEtff OJNIR'R. IF SYST!N IS lNCLIJDED IN FOOD SERVICE ~IPMENf CONIBACT. !8.-PLIMBING OJN1R'R. 10 PROVIDE & INSTALL STRAINERS OR APPROVED TYPE FILTERS ON ALL GAS SUPPLY LINES. 19.-PWlBING CON11l'R. TO PROVlflE & INSTALL PRE.~SURE Rfil!LATING VALVE(S) FOR D!Sll AND GIASS WASHING MAClffNE(S) ON HJT WAm>. LINE(S) IF INLET PRESS1JlIB IS IN EXCESS OF 2-0 P .S. l . FLOW PRESSURE. 20.-PU.MBIJ,K; mNTR'R. TD PROVIDE 6 INSTALL FOR ALL APPLICABLE EQJI8'-IENT A TRAPPE) FLCOR SINK WITH A Ll'GAL AIR GAP DRAIN LINE (INDIRECT WASTE) TO FWOR SINK. INSULATE ALL DRAIN LI~TS FROM ICE BINS, ICE W..OllNES, REFRIGERATED EqUI~-IENf, rn: .. 21.-PLLMBI!\C ffiNTR'R. 10 PROVIDE & !;","STALL OOT WATER HEATER. IT IS REOJvNEND~ 1H\T THE INLET WATER FOR 1HE OOf WATER HEATER BE SOFTENEL l !B\TI.R 1D BE SIZED AND APPR01/ED FOR ADEQUATE WATER SUPPLY BY ,IRCHITECT AND/OR PWMBIJ-.1; DESIGNBt. 21. -PWMBING OJN!l(' R. 1Q PROVIDE & It<STALL FOR !OT FOOD RECEPTACLF.S (STFA\! "lll.BLES] A lRAJ'PED FWJR SINK Willi A LEGAL AIR GAP DRAIN LINE (INDIRECT WASTE) 10 FLOOR SINK. OJNNECT IN SERIES {UNLESS !-OTED OTHERh'ISE ON PLAN AND/OR DEI'AILS) 1D A tllN 1-1/2'' PIPE Wint GATE VALVE LOCATED AT EASILY ACCFSSTBLE mSITION ON WORKIN:; SIDE OF FIXTURE, A.ND E'CTEND DRAIN LINE ID FIJXJR SINK. 23. -PLUMBING CONlll'R. 1Q Pl>Ol'IDE ; INSTALL WATER AND DRAIN LINES FID! E\'AroAATlVE '.:Y-JLEll.(S) (SWAMP OOJLIR) UlCAT!ill ON ROOF. VERIFY Rfl1UIR!J.iENTS Willi OJN1R'R. FURNISH ING MAKE· UP AIR SYSffil [S} • ELECTRICAL NOTES (MIN. REil' S. UNLESS NJTED 01llERWISE) l. -ANY D!SCREPANCIES BE1WEEI< PLA.'IS AND CODE RFX)UlREMENTS lllAT M~Y AFFECT 1IlE !,"STAI.LA· TIDN, FMRICATION OR t)\,'f,RALL WORK IN ;IJ-.r1' WAY SI-L\LL :BE BROUGHT TO THE ATIB-.TION 0~ IBE T-OOD SERVICT EQUIPMB:'T Q)J,1R'R. D-MEDIATaY BY 1'HE E..ECTRIC..111, OJNI'R-'\ClDR BEFORI: START OF OJNSTRUCTIO'<. 2. -FOOD FAC!LI'IY RF(:UIRDID,'T ITTTIS AND ALL OIBER N)TES ARE TO BE CTt\~HlERFIJ A PA .. l<T OF 1HESE NJTES. ELECTRfCAl CONI'R'R, TO PB(f\i1DE AS 1HEY .I\PP[,Y" 3. -ELECTRIO\L CONTI!' R. -SHALL BE RESN?-S!BLE TH.'\. T HIS FHA.Sr: Of \'iURK MEETS AND IS IN- STALLED IN ACOJRn,'IJ',K-:E l'i"!TI-i STANl'ARDS REQUrREl} BY ALL GENER.Al., STATE, TEDER/i..L AND ALL CODES PECULIAR m MUNICIPMSLI' OR .I\Jffi\ \\'ITERE JOB IS BEING INSTALLED INCLUDI:NG DEP.AR'IMEJ\'T OF HEA.L 1Il SERVICES Rl-~UIH.EME\T.:,. 4. -ELECTRICAL OJNTR'R. '[D VERIFY AU. INCQ\fING SERVICE AND H!\.KE FINAL H'.))K-UP TD ALL APPLIC'.ABLE FQJIHI-IRW k"ID 1D PROVIDE ALL Sl'iITrnES, BREAKERS, OONI:uIT, STARTERS, ETC., UNLESS SPECIFICAJ.LY S:'ATIH (Yff!al.WISE. 5. -mD!TIONAJ. illNVFJHEt-fT. OliTI..E'IS AND ELEC1RIC..L\L REQ'JIRB.ffil'.ITS ELSEWHERE IS FACILITY (NJT SIICWN ON POOH SERVICE ~JIPMENT PLAN .. S) ARE TD BE VERIFIED WIIll IBE ARO-UTGCT, FLEC1lUC'.AI. ENGINEFR .IVffi/DR OWNFR. 6. -ALL HJRIZONTAL DIMENSIONS SHCWN ON PL..!.J-;'S ARE FRCM FINISHED FACE OF WALL TD CEl-..'TER- LlNF: OJ~ OUTI.ET OR FRO\! CFNT'ERLINE OF Oll'TI..ET TO CSNTERLINE OF DlTTLIT, UNLESS NJTED 01HERJfiSE ON PU\.."'-."::; 0~ DETAILS. (VERIFY ALL DIMENSIOXS AT TI-IE JOB SITE). 7. -SYMBOLS ~ @+lZ", '!"+24", @+4-8'\ ETC., I~ICATES TO S1UB-OUT OF WALL OR I\'S'I41L AT HEIGHT INDICATED. HE!G!-IT IS GIVEN FRCM FL'{ISflED HLDR (NJT flN1SHED GJRB) TO CENrERLI~ OF ounET. ALL SYMBOLS INDifJ\TEJ) ··srnH-UP" AfID "STIIB-D:JWN'' TO E}.,'TEJ-ID ABOVE FIXISHED f'J;))R AND/OR BELOW FINISHED CEILING AT LOCATION Silll'IN. {VER.IFY ALL DIMENSim-.1s AT TI-IE JOB SITE). 8. -ALL "STIJB" IDSlTlONS INIIICA'f'W ON PIA.\S SWJ..L H.4VE A MIK. 4-8" OF FLEX CO~F EX- TENDED FRQ\I WA.LL AT UJCATJON SHOWN, AND SHALL BE EXTENDED TD CONNECTION AFIER .,\.'JJ/ OR DURING ~IMNf TN.<:.;TAJ,LATlON. WIRH,~ OF EQUIIMENT SHAU BE ru-lPLEIED TD ELEClRICA.L PANEL-WTF.R lN .. STALL,1,TION OF FLEX CONDUIT O):U"'-.IECTION. SHJIJLD LCOJ. CODES :\QT PERM] T 'TIIIS ME"llDD, (l)~'I'ACT FOOD SERVICE EQUIINENI OJN'TR, R. D,t.!EDL\ TELY FOR RElOCA TIDN. 9, -ELECTRICAL OUTI,ETS AND cm-n-!ECTIONS SHOWN ON PL,.'1.,.\[S ARE FOR FQETTFMENT TIJRSISHED BY R)JD SERVICE. 'PJ)Utr,.'iE!'-IT OJNTR'R.. ADDITION.tu. ELOCTRICAL RH:JU!Rn"[El'lfS FOR EQ'JI?l-8·ff NJT fUR.'HSHHI BY FOOD SERVICE EQUIFNENT CONTR 1 R. ARE W BE VERIFIED WITI-1 ARCHITECT, ELEC1RlCAl ENGINEER Aiill/OR OWNER. 1-10.-~.F.C'ffiif'AL Cfl\1R'R. SH4.LL SEAL ALL aEC"IRICAL PENETR/\.TIO!','S TI-IROUQ-! WALL, FLOOR A\'.D CE1LIKG. WATER-Tl Gm AND VERMIK-PROOF. 11. -ELECTRICAL 0Jh'TR'R. 10 POOVIDE AND INSTALL ALL JUNCTION BOJ:E AND OU"TI.ETS I~ FIX· TIJRE(S). FIXTIJRI. ?ABRICAlDR T.J LOCATE ALL Olfl1ETS A\:Tl swna-CES l'i1ffi;-;' PART OF ~IX· TIJRE. L\'TERN.U. wum·-x. TD BE PR0\1IDED A._1\{[) Il\1STALLED BY E..ECTRICAL CONTR l K. 12. -ELEC'IRICAL CDNTR'R. 1D PROVHli-; AND rr,..."STALL STAINLESS SlEEL COVER PLATES FOR A.LL OITTLETS Af-lD S'~/ITCHES IN FOOD SERVfC~ ARF.AS. OiITT.ETS TO BE SET HJRIZONTM .. -LY ,11.._'-ID FWSH WITII FINISHr:D WALL, UNLE.S.S N:JTED OTHERWISE. PROVIDE AND INST/\LL D:Ti::\S10\' SHIELDS .'5 RJl'.lUIREl. 13.-ELECTRlCA.L OJNIR'R. 'ID PRCJ\,'IDE ANil ItiSTALL A MINlMUM OF 1HREE WIRES ON ALL 208 VOLT OR I.IIRGEll. CIRCUITS. H.-EL!XT1UCAL OJNTR'R. TC PROVIDE A]\JD INSTALL C.4.PS A,\'D COP.DS FOR ALL ~UIPMDIT NHIO-'. CONNECT "iD COSVENlENCE O\J'Jl.ETS NHEN ITTT PROVID:ffi BY W...,\'UFACTIJR.ER. Sf!ORIBJ A..\Y CORDS ff RF.QLJb'_;'::;.TED. , ., 1:,. -Il..f.cTRlC.A.1.-CONIR' R. '10 PRDVJIJi.~ AND IS'S':ALL WAEP.-TIGHT FLEX O)NDUI".' TO OJNSECT DISH AND GU\.::.S W_l,S}-Hl\'G.__:'--[.:1.L1-lINE(S) I nrsrosF.R[S) {IXC:!.,UDINC so:..rn:nn AND SWIYC-i), A,"-m ALL EQUIPMENT HAVIXG \\ATER COJ','NJ-'LTfflNS. , 16. -ELECTRIC.!i.L OJNTR'R. 'ID PRQVIIJF AA'l rNSTAtL (IF l-DT PPDVIDED ./1.i\rD INSTALLED BY l!I:ATI\'G AND VENTilATl~t; CX1N"ffi'R.} FLY FAf.l(SJ, AIR CURTAIN(S), At...:D EGiAUS'!' FMTS FGR RESTRCCM{S), DRESSING RC.OM (S), .ANTE-RO:).\l(S) , A\ID ICE Ml'.\.CHINS(S), ETC. , A5 SHCJ¾~ GN PLANU.i~ DR A..S REQUIRED BY CODE. [VER.rrY WITH REA.TING _0,ID VE,iIIAT!N:'.; CONTR'R.). 17. -ELECTRICAi, COl\TR' R. ID PROVIDE AND INSTA.LL SERVICE ON RDJF FOR EXHAUST FAN [S), MAKE· UP AIR SYSTI-M(S) , REFRIGERATION CCMPRESSOR(S), ICE M.11.CTUtlE CONDENSING lY-:lT [S), AND EVAFOAATIVE COOLERS, EK. (VERIFY UlCATION AT JOB SITE). Jg,-ELECTRICAl OJITTR'R. TO PROVIDE ANll INSTALL 14~GNETIC OJNI'AC'rDR(S) FOR Kl\l'ER SHUT-OH OF ALL ELECTIUC COOKING B'.)Ul=-rf PROTECTED BY 1HE OJOK!NG EXAAUST H:XlD(S) FIRE PROTECTION SYST&l(SJ . PROVIDE AND INSTALL 120 VOLT (X)~'1Tu1L CIROJIT FROM MICOO- SWI'IO-t ON CTLI1"'DER 'ID IDLDING COIL OF ffiN'D\CTOR. J'J.-ELECTIUCAL OJ!-llll'R. 10 PROVIDE AND INSTALL IN WAL!½" E.M.T. OJND\JIT EXTENDED FRO'! l'IJLL BOX(IJS) FURl"<°ISHED BY FIRE SYSTEM MANUFAcnJRIR TCl l" /\001.'E TOP PLATE OF WALL FOR FIRE SYSTB-1 OJNIROL CABLE($) . (VERIFY LOCATION WITil FIRE SYS'ffi\l MANUFACTIJRER AT JOB SITE). 20.-ELECTRICAi. OJN1R'R. 10 PROVIDE AND INSTALL ALI. LIGHT FIX'IURES CCWLEIB ~~111 u.Ml'S. DE(J)RAJ;JVE LIGHT FIX11JRES IF PROVIDED BY FOOD SEJ<VICE ~IIl>1ENI" OJKIR'R. TO BE INSTALLED ANil LAMPED BY ELECTRICAL CONTR1R,, UNLESS N:)1'E[l OIBER!'i1SE. :lJ.-ELEC"JTI.ICAL OJITTR'R. TD PROVIDE AND INSTALL LIGR"l FIX11JRES IN FOOD PREPARATION, S10AAGE, IITENSIL, D!SHWASHING, SERVICE, AND PICK·UP ARJll\.S DESIGNED FOR CLf,ANABILIT\' PLUMBING LEGEND ...,_. HOT OR COLD WATER STUB E-0 DIRECT WASTE _ ___,, INDIRECT DRAIN LINE TO FLOOR SINK 19 FLOOR SINK WITH 1/2 GRATE lElim FLOOR SINK·•WITH 3/4 GRATE <il!l FLOOR DRAIN ~ GAS STUB (J) ITEM NUMBER [SEE EQUIPMENT SCHEDULE) ELECTRICAL LEGEND ~ 120 VOLT 1 f6 CONVENIENCE OUTLET [C.O.J I ~ 120 VOLT 1.8" DIRECT FLEXIBLE CONN. [4B" PIGTAIL) >-{l) 120 OR 20B VOLT HJ OR 3/J JUNCTION BOX i--O 120 VOLT 1lf LIGHT FIXTURE c=.=:c. 120 VOLT 1.11'" UNDER BAR LIGHT FIXTURE -2) 20B VOLT UJ OR 3.11'" CONVENIENCE OUTLET (C.0.} i---@ 208 VOLT Ul" OR 3J!f DIRECT FLEX. CONN. (48" PIGTAIU -'-.-e ELECTRICAL CONDUIT STUB I-EA, SWITCH 8 MECHANICAL VENTILATION FAN Q) ITEM NUMBER (SEE EQUIPMENT SCHEDULE) ' ! : ~ ---· ---·~JQ~~-911 -------__ ,, ! ! I i : :c,__ ____________ ___,:'~-~ . .":J I =-41' : l \11 I -~-L ' ' -·. L__; t 10'-"'II -------·-~'----------- ' PLLJMblNG,. 2'.I II C.,O, c + 4b 1. C •-"-•-•--• ---__ __J; PL~N I ----·--·-______ ___j . c. .o,NDLlNf oN FIX. ----' 4s ('.',._O.r-JO_Llrll_f oN 0 5/',<:,elEWF ' ·-· PL~N j "l I I I L,; I I ) ! ---------------------I ---. ·------------·---J i ! I L.J -~., i -·-·--· ! I I I I ; --------____ J '---· ! ... --. .. ------- I 1 I ' ' AS BUILT OTY OF CARLSBAD MUNICIPAL PROJECTS F - ,, AND PROTECTED AGAINST BREAKAGE lHROllGH USE OF P!ASTIG SHIELDS, PLASTIC SLEEVES, ( -· ~ ------T·::;_;::_~ ~---;-. ._ _________ J...1 ____ ..L _________________________ .1.. '--,,..---------------------------.~'L... ______ ..:,·-------------------------L'----~-------------------------L' ______________________________ J ' ~~-••""'--•• •-u<~--<u~--.-u.<,~,;-~c••-----·•••-"'• ,-.. ~-. ---C, .. ~;i~~::'.2~~-, :,,.~\h';.:-~::1~.'~:•~l~:.:'.~::. ~i:x~:--·~-~·-• ~' ""·_:_~·~ ... \~fc_-~~-:~_~---,1,~~:)-,.:~7c._-i--·~,'==c.-~~,~-,~. ,.:.__,_'c.,· . .c··c:.·'.:.s< ;~_,;,,-=-~Y/ ,-,~---,c:_::-tf':E--~~ -_ --~--J / • • EB r=='.i'.==: ' CONSULTANT AFPROVED APPROVED AFPROVED . ,-, ·l· r,( ).,if; f-i. ;vn ,· ·~"':::. ·:/~~/-,_. _/? ~ :t "?1',,,.-.: ff) '!.I t-.,, ,,-.,,.-"-'", KEY PLAN -- . NO DATE BY REMARKS I ' I Plumbing Plan, •. -:· Electrical Plan DRAWN 1',.w,'5A~o, K-2 CrECKED DATE 5·2.-BB SCALE 411" 1!...011 JOB NO. 1 14> OF° 4 ... \<; - HEATING' & VENTILATING NOTE• : (MIN RllQ' S. UNLESS NJTEJJ OlliERk'ISE) 1. -AN'f DISCREPAl[;IES BE1WEEN PLANS AND OODE REQUIR.EMENTS llil\T W\Y AFFECT 1HE TNS1)\LI.ATION, FABRICATION OR OVERALL WORK IN ANY WAY SHALL BE BROUGIIT ID 1HE A TI'EN1JON OF 1HE FOOD SERVICE EQUIH>!ENT CONIR'R. ThMEDIATELY BY 1HE llFATING & VENTIL~TING CONIR'R. BEFORE START OF ffiNSTRIJCTION. ' ,. 2. -FOOD FACJLI1Y REQUIREMENT NOTES AND ALL OTIIER N:JTES ARE 1D BE CONSIDERED A PART-OF TilESE WTES. HFATING & VENTUATING CON!R'R. TO PROVIDE AS 'IHEY APPLY. . 3. -HEATING & VENTILATING CON1R'R. SHALL BE RESPONSIBLE =r HIS PHASE OF WORK MEETS AND rs INSTALLED IN AOCOR!lAI\CE l\111H STANDAJIDS REQUIRED BY ALL GENERAL, STATE, FEDERAL AND ALL CDDES POCULIAR 1D MUNICIPALITY OR ARFA WHERE JOB IS BEi!,\; INSTALLED IN:LUDING DEPARJMENJ OF HOO ID SERVICES RF.QUIR!MENfS, 4. -f!E'.TING & VENIII.ATI~~ OJNTR'R. ro PROVIDE & INSTALL COOKING HO'.JD EXHAUST DUCT(S) AND FAN(S), AND COMPLETE Mo\KE-uP AIR SYSIDI IF NOT PART OF FCOD SERVICE EQUIP>IENT CONTRACT (SEE ~Ifl<IENT SCHEDULE). VERIFY ALL SYSTB>!S BEFORE INSTALLATION. 5,-HFATING & VENTILATING CONl'R'R. SHALL VERIFY LOCATIONS OF ALL TI!ERl',DSTAT(S) AMJ REGISTER(S) WI11l FOOD SERVICE !'QUIP>IENT CONTR'R. BEFORE INSTALLATION. 6. -HEATING & VENTILATING CONTR'R. 1D POOV1DE & INSTALL FOR NON-PUBLIC ARE"5 A TIMPERED MECHANICAL VENl'IlATI0N SYSTEM. SEPARAlE SYSTBl(S) FOR RESTROOMS, ANfE-RCXJMS AND DRESSiliG ROCMS, ALL AS REQUIRED BY CODE(S). PROVIDE REFRIGERATED AIR CONDITIONED AREAS AS REQUESTED BY OWNER. ( ; 7.-HFATit-13 & VEITTTIATING CONIR'R. 'ID PROVIDE AND INSTALL FOR PUDLIC ARFJ>S 0A !ffi\TED AND RBF!UGEAATED AIR CONDITIONING sYSTIM DESIGNED TO =vIDE A POSITIVE PRESSURE AT OUTSIDE IXXlRS. B.-HFATit-13 & VEITTIIATING CONl'R'R. TO PROVIDE AND INSTALL ADEQUATE SEPARATE MEOIANICAL EXHAUST FAN(S) AND DUCT(S) FOR AIR WcLBD ICE M-\CHINE(S) AND REFRIGERATION COMPRESS- OR[S) LOCATED INSIDE BUILDING. COOKING EXHAUST HOOD DESIGN NOTES (MIN. REQ'S. UNL)lSS N:J'flil) OTIJmWISE) 1. -FAal AREA CONTAININ:: aJOKlNG EXHAUST OCOD(S) WILL HA.VE 100% MEQ!ANICAL MAKE-UP A!R PROVIDED~)N 1llE VOLUMJ) OF 1HE AIR EXHAUSTED. 2, -MAKE-UP AIR Sl!ALL BE DELIVE!sED. IN nm PRIJX'tMITY OF THE EXHAUST }roil(§) IN A MANNER !OT 'ID CREATE UNDUE AIR TURBULENCE IN TIIE WORKING AREAS. 3. -axll;ING illOD{S) EXHAUST AND MAKE-UP AIR SYST!M(S) WILL BE CONNECTED BY AN ELEC- TRIW INTER-UlCKING SWITQl, 4. --'-MAKE-UP AIR INTAKE MUST CLEAR AIR BXHAUST DISCHARGE l)Y A MIN. OF TEN FEET, OR AS REQUIRED BY CODE(S). 5. -UlCATION OF COOKING moo mHAUSt ll\JCT(S) AND MAKE-VP AIR SYSTEM DUCT(S) ARE ID BE VERIFIED AT 1HE JOB SITE, . 6. -IF ~RED BY LOCAL <XJDB(S) MME· UP AIR SY$TEM(S) $HALL BE CAPABLE ,OF DELIVERING TB-!PERED AIR AT 79° F. . • • aurLDING CONSTRUCTION NOTES (MIN, REQ'S-. UNLESS 1-0TED 01HERWISE) ].. -ANY DISCRBPMCIES BE'JWEEN PIANS ).Nil CODE JIB)Ul'RIMBNTS 1HAT MAY AFFECT 1llE INSTALUTION, FABRICATION OR OVEllALL lll'IRK IN Afr{ WAY SHALL BE BROUGHT 1D 1llE .~TTENTI0N OF 1HE FOOD SERVICE EQUHMENI' O'.lNTAACIDR, Thf.!EDIATELY BY '!HE GENERAL CONfRAC'IDR, BEFORE START OF CONSTRUCTION. Z. -FOJD FACILITY REQUIRJ:MENT N)TES AND ALL OIBER NJTES ARE 1D BE CONSIDERED A PART OF IBESE NJl'ES, GFNBllAL CON!R'R. ID PllDVIDE AS THEY APPLY. :I. -GENERAL OJN1R' R. SHALL BE RESNNSIBLE '!HA.T HIS PHASE OF l\DRK MEETS AND IS INSTALLED IN ACCOlUJAl;:;B WI1H StANilARDS REQUIRED BY ALL GENEAAL, STATE, FEDERAL, AND ALL CODES PECULIAR 10 r.IDNICIPALI1Y OR AREA ·WHERE JOB IS BEIJ,,:; IIBTALLED INCLUDING DEPAA'INENT OF HEAL1H SERVICES REQUIREMENTS. 4. -ALL IDRIZONIAL DIMENSIONS ARE FRCM FINISHED FACE OF WALL TO FINISHED FACE OF l~ALL OR CENTERLINE OF COLUMN, , .., S. -ALL VERTICAL DIMENSIONS ·ARE FROM FINISHED FIOOR 1D FINIS!IED 11JP OF WALL OR WALL • OPHN!l-1:i. -6. -FINISHED FLOJRS AT ALL ARFAS REQUIRING FIOOR DRAINS SHALL GRADUALLY SIDPE 11J FLOOR DRAIN. 7. -WALL(S) IN OONl'A.CT OR Wl'IHIN 6" OF (XJQKING l'QUHMENT SHALL BE OONSTRUCTED OF i'ON-(X>MBUSTIBLE HEAT-PROOF MATERIALS ID COMPLY WilH CODE REQUIR&!ENTS. 8. -GENERAL CON'IR'R. ID PROVIDE AND INSTALL DUCT SHAFT(S) AND OPENING(S) TIIROUGH WALL(S), CEILU,'G(S) AND/OR ROOF FOR EXH!\UST DUCT(S) AND MAJ(E-UP AIR DUCT[S) WITH z~· X 6" ON IDiE CilRB ON ROOF, FlASHED AND SWED JD COMPLY WllH CODE REQU!lliMEN'JS. 9. -GENERAL CONTR'R. 1D PROVIDE AND INSTALL BWCKING IN WALLS FOR MJUN!TNG WALL SHELVES, roT RACKS, IDSE REELS, DISPLAY CASES, ETC.. . 10. -GENERAL CONrn'R. 1D PROVIDE AND INSTALL A LEVELED PLA1FORM ON ROOF FOR COMPRESSOR(S), EXHA!JST FAN(S), MAKE-UP AIR ASSB\!BLY(S) AND ICE M>\CfUNE OJNDENSI1'!'.; UNIT(S). (VERIFY UJCA.TIONS AT JOB SITE). 11. ~ GENERAL CO'ITR'R. 1D PROVIDE AND INSTALL "'EA1'!ERPROOF COVERS FOR REFRIGERATION o::MPRESSOR(S) AND ICE M/IOlINE OONDENSING UNIT(S) LOCATED 0IITSIDE AND/OR ON ROOF 'ID o::MPLY WITI! EQU!fMS,IT AND CODE REQUIREMENTS. 12.-GENERAL CDNfR'R. 10 PROVIDE AND INSTALL ROOF .JACKS AND SLEEVES FOR REFRIGERATION AND ICE MACHINE LINES PENETR~TING lHROUGH ROOF AND/OR WALLS. (VERIFY LOCATIONS wrrn REFRIGERATION CONIR'R. AT JOS SITE). 13.-GENERAL CONTR'R. ID INSTALL ALL CANrILEVER BRACKETS FOR TABLE(S), STOOL(S), M'D/0R EQJIH>!ENJ', AND CORE DRILL AS REQUIRED FOR BASES (SEE PLAN(S) FOR LOCATIONS). BRACKETS FURNISHED BY .FOOD SERVICE Eq.JIFMTINT CONIR'R •. -. ,- !!, . "' w > - SHEE't'RO-CK LINED TO C0MPt Y CEILING LINE\ V i,) ! < ~ II .,.WELD DUCT TO HOOD . -. ~ ! '-.-/ ___. ~~ l 1/ GALV. ALL WELDED EXHAU-ST ouci- .. --. ;IO 1 1 (THJ:IU TO ROOF) (15 GA. MIN.) / --C l --, (VERIFY WIT.I, CODE} -._,) GA., GAL\/. PLENUM • 20 G.A. SJS HOOD UOKT c ENCLOSURES WITH PLASTIC '-:5:-.._ -\GALV, METAL CHANNELS .!, Mi OEQ'O. COATED GL~;y~ '-°')(:: I'-.. (SECURED TO HOOD & WALL) ...-----Lr=+===tl=f::=. /='=\:\== ·~:9r-~-41" ....,REEMOVA8L.E GREASE FILTERS ~- I ... 0 ... • .. ·' ,. 2• GREASE--.. GUTTE'R (TYP. ~ SIDES) / I JlO GA. SJS EX!I-IAUST HOOD (SEE PLAN) , .. --.. :s• , 3• MIN. A.fR SPACE I'-. fEMOVABlE SIS GREASE. CUP '8EE P'LAN] t--,-----~-------f!' !WU.DING WALL CONSTRUCTED OF •• -MIN • \-.. ·--·-~-i •• Ir-NON-CDMBUSTFBL-e: 1-HR. RA.TEO ·lEATPROOF MATEFIIALS~STEEL STUDS WITH 6/B• TYPE '"X• SHE.ET- .ROCK RECOMMENDED ,,-o COMPLY WITH COOE) 1-._ C OOOKIMG j - EQULPMENT) j (fi---fh-2-4 GA, SIS 8-HEEiMETAL ~ WALL FLASHING l, ) ,11---,.t+,l!I• COYED WALL BASE . ( (VERIF• FIK.) AK. FLOOH \ , \ . ! . \,j I I i j DETAIL EXHAUST HOOD \ / I j ' I . n ' I I : ' ; i : ' ' I ' ' n :::..-=--.-._-1 . ; COOKING EXHAUST HOOD & MAKE-UP AIR SPECIFICATIONS DATA 11EM N01 g 8Y8T, ' . HOOD SIZE O. F. M. '.32-38" P". P. M, A'IR VEl. 18 lq;, OUOT t SH'Al=T .SIZE' oucr: ,r.,11 )( 1,;,,11 ':,HAFT' ZAii 'Ji. 2+' D~c.,; 1i':1, li1 'Sf/A.FT: iJcJT P..,~D. ; I OAS.ABE FILTEAB HOOD LIOH1'8 (2>) z.o'i 20'1 z.) 1oov-Arr"> i '2.11 'ii£,..., 12.D ~, I¢ E:A,. 'PAP.1 DF Hoco "f'f',11...T cf' Hcco) ' FAN -BUE MAKE-UP AIR Rea'o. 100%, I \ I T ;,.., .. t :,; .,,. ' -,~c 7 LJ i ' ; I I ' -n LJ ··--1 L I _j I ' \ I - AS BUILT CffY OF CARLSBAD MUNICIPAL PROJECTS - . ' -+1 • • EB CONSU.TANT APPROVED APPROVED APPROVED , •,-!''~-) .. C . KEY PLAN I{ i,l/i -h'.}1/~_,'l-t ~t,·0 .· 'Y/i fa-, . ,, v,-/· ' , r _,.ry. -"./ ·-;,,(~. I -·,, ~~< ~ ~ ;> /{ ) - NOi DATE BY . REMARKS i ~-=t I ~· ~--,--.,-r I ' ; Exhaust DRAWN ~ .w,s.4eo. Ct-ECKED f---·-· DATE 5-Z.-88 SCALE y411" 1~0 11 JOB NO. ff,,,---- - - Plan K-3 of 4 '/}{1 ,; , ... ,· .. • .,._:;_;i,J~g~ ,. ~- • ' i ---------~·----< ""'e---"· -- • . ' L 1 t / l l ~ ' - '::,11:, . I d ' . • ~-o ' . " - ' ' -r -' . ' I -_j._ I ~ _J __ ___, ' '' I / I /• ' \ " • ; :z.!-e:.~ ' ' d -' 11-t ... ' i '=' I ' ' ' ' -' : l " -®\/JAL-L. ~lfeLF ,J HIM, j ~Dl':>HMl'-,(!,ftJNe, -- !. (v/ 3'.,.,:}I ~ ' ~ i -~ , ' • ?P,E::-i',ii,l$ UNli'~ I ! ~e,i',,K'T, ) I - f " ' II -. ' IJ i ' " 4:, Pl)eP. ';)JNJ<'., \ ;J ' ~ ' -' ' - ' ,p " 0 0 ' J J -< \ 0 J ' ..) " = ID J «J < I r.:_ - ~ '9 '--' " - I • ---~ / ----. g ' I u i . 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