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HomeMy WebLinkAboutDWG 320-7B; 9120; DOVE LIBRARY BID SET; 01-181.. / i ' • \ \ 6925 EL CAMINO REAL CARLSBAD, CARDWELL/MCGRAW ARCHITECTS ARCHITECTURE PLANNING INTERIORS TITLE 24 ENERGY COMPLIANCE I CERTIFICATE OF COMPLIANCE P<rtlor2 ENV-I! I CERT!FICA TE OF COMPLIANCE P<rt2at2 ENV-1! .....,,_ • ,.,, 5-6-97 __ , _,._ 7 D M01E./lll1E-UIT IIIXIII llil--□-□---... □---""- IEHII Cf" IJMUJIE ~ □ Clll"CIOt 0 1W 1111a: Aia.ENT ]!WCEii'QC===============::::: 'Iii r.9lclllt 4 C...-.. Ills tilt b!Mla Wini ad ~atrat:11 .,.,e-& M ...i II ---1111 Z4, ,._ 1 RI I of .. Clalllll Cl■ ....... -i. ........ -,1111..,.. ........ , ........ •--■1111 ,..._..-y_..M .. •• IF ■---.... OCGIEITA1ICIII iltlJlH0II! SQM CERT. NO. M"IE .EANHE fRIOOT CEA !!:!:~~!:.::~~~J!N!!!Rl...9!,2!::-19~5-=6~1~3c__il5-=6!!:-::!9!:!7:___j .,.....r.,..m.,.---,--. .................... 1111 ■--rlcamdlmt ....... 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Calffomla 0.W Com~lnl~a. ENV-1: RClq.llNd on pjon1 for di Qmtttall:. Ports 2 may k lnc:ol'pofoud In ~ M pbta. ENV-2: IJNd 1ot al IUbnffl.ds; ChooM apprq:riot.11 __,.. dlpwlwJ on l'ft9lhocl ol aMlloptl campllmlce. ENV-J: a.>tk:nol. UN K dlfault U-YaluN en not -· OloON appn:ipric:ite -.ion far ...nbly U-Ydl.ie to bl 0dcukltCld. .1W IHO I --CARLSBAD CITY LIBRARY ~ -·-MIUU,110N I-YALU[ ---~ """ 10 {___-N-1, no.-1) ~ t-11. 1-U &) <-.. l!llloG<, lfland, WIKal) c ........... ~~--> .... WAU.-1 NIA 12· ll.OCK SOLID MASONRY ROOF-I R-11 WOOD TYPICAL ::w ......... ND. o, ........ """'""" """"" ........ .......,,,,. .... ,. (90. Wlndow-1) ,_ (111-INtal, ..... elc..) -· ..... , (111-0-, l1miN) """ WIND-I , 1.09 METAL NO NO CLEAR WIN0-2 1 1.06 METAL NO NO LAM.Cl.EAR ~ --... ., --·-,_,,.. .............. ...... -NOTE 10 C •,-11 ..... (11111 a-. PlcMlllg, ~, ("'I-a--. Dli.d} mo ~v-1 , 1.20 METAL CLASS CLEAR I\OTES rr. FB.D -For ~-- ~ca~orm --1••· I , CARLSBAD CITY LIBRARY tlZI EL CAIIINO •EN. I / 'TW.Sheet T1 CALIFORNIA SHEET INDEX ARQ-ITECU,&AL I TI TITLE $-EET 2. T2 AEB<EVIATICN5, I.EGEi,[) AN) ~AL NOTES WL /$ Cl -TICN5 ' I.EGEi,[) AN) ~AL NOlES 1 C2 ~ADNG R.AN C3 ~ADNG A.AN C4 ~ADNG R.AN Tes DETALS S C6 PART~ ~ADNG A.ANS U,,OSCAPN; <f LI L.A1'DSCAPE TITLE SEET to L2 lllllGATION A.AN L3 lllllGATKJN R.AN L4 '-'l<IGATION Pc.AN LS lllllGATIONI.EGEl'O L6 lll1IGA TION DET ALS L7 R.ANTNG R.AN LB A.ANrNG R.AN L9 PLANTNG Fl.AN LlO EN.ARGED LANl5CAPE Fl.AN LI I R.ANTNG DET ALS AACHJECMAL J.C> A I ARCI-ITECTLllAL SITE A.AN 2-1 A 2 i.£0-WICAL EU.ON:. F\.AN/SECTlOWB. A TICN5 ~A 3 811..ARGED SITE Fl.AN -I /8. 1,~ A4 8ILARGED SITE Fl.AN -I /8" AS NOT USED :a.q.A6 OV51AU. Fl<ST R..OOll Fl.AN -I/ I 6" ~ A 7 OV51AU. SECONl R.<XJR PLAN -I / I 6" L'-AB Fl<ST A..OOQ Pl.AN 5ECTOR A 118" J-1 A 9 Fl<ST R..OOll Fl.AN -SECTOR 8 -1/8" A IO FRST R..OOll Fl.AN -SECTOR C -118" A I I FRST R.<XJR PlAN -SECTOR D -I/B- A I 2 5ECOO R.0CR Pl.AN SECTOR A I 18" I A I 3 SECCN:> R.<XJR Pl.AN -SECTa;> B I /8" Z. A I 4 ROOF Fl.AN ' A I 5 EN.ARGED TOLET R0CM R.<XlR PLANS A I 6 8'I..ARGED Al.,CTT()121.;M Fl.AN A I 7 DOOR SCl.ffl.l.EJPAR'TITK)N T'l'PE5 ' A I 7 • I fNS.l E WNXNI SQ-EDU.ES A I 7 . 2 R.()(Y FNSi-< A.ANS AIB EX1B1IOQ 6£VATICN5 -1116" A I 9 8ILARGED 6.EVATIONS A20 8ILARGED 6.EVATIONS A2 I EU.Dt,.G 92CTI0'5 118" A2 2 EI...I.DI\G SECTIONS -118" A 2 3 WALi. SECTIO'-IS A 2 4 WALi. SECTIO'IS A2 5 WALi. SECTONS A2 5 . I WALi. SECTONS A 2 6 WAL SEC TONS A2 7 WALL SECTONS A28 WALi. SECTONS A29 NTEIIIOR 6.EVATIONS A30 NTEIIIOR ELEVATIONS 1-A 3 I N1S!la<' ELEVATIONS A3 2 MB'ICJ;> ELEVATONS A 3 3 NTEIIIOR ELEVA TONS A 3 4 NTEIIIOR ELEVATIONS A35 NTERIOR ELEVATIONS A36 NTERIOR ELEVATICNS A37 NTERIOR ELEVATIONS A3 8 NTERIOR aEVA TIONS Tot.Er l100,A5 Tot.Er l100,A5 ..... _.. -. _., ' • <C,,i ·----··--···-__ ,, ________ _ 92008 SJRlCJLJcAL, "If" 5 I »S2 S3 S4 ., _;5 , .. s6 fol.57 Jils8 S9 ~SID SI I 1 .. 31 IA ,..-s1 2 mSl3 514 I SI 5 I J. SI 6 11.I.S I 7 •iiS 18 I 51 9 nt§~9 11 522 ~523 I 524 TTl'ICAL DETALS Al-0 GEN:RAL NOTES FOMATICN A.AN SECTOR A FOMATION A.AN -SECTOR 8 FOMAT,ct,J A.AN -SECTOR C FOMA TON A.AN -SECTCl' D 5ECCN:> A.00</l.OW l100"' ~-Fl.AN -SECTCl' A Sl=CCNJ A..00</l.OW l100"' ~-Fl.AN • SECTCl' El LOW 1100"'MGl-l l100"' Fl<At,,'I\G PLAN -SECTOI< C LOW IXX:FMGl-l l100"' Fl<At,,'I\G Fl.AN -5ECTOR D HG, IXXFIUERESTO<f ~AMNG Fl.AN -SECTOR A HG, IXX:FKlil.'ESTO<f ~AMNG Fl.AN -SECTOR El ~ a.aJ:»,IG R.ANS AN) DETALS FOMATl(),j OETALS R.CJCQ ~AMNG DET ALS l100"' ~AMNG OET Al.S l100"' ~AMNG DET ALS l100"' ~AMNG J>J-0 ~ DETALS ROOF ~AMNG Al-0 ~ DET ALS ROOF ~-AN) ~ DETALS ST AA RANS Al-0 DET Al.S STAA ~AMNG DETALS ~ WALL aEVATIONS ~ WALL a.EVATIONS lv'ISCB.LAtBl.. DETALS ~ ~AGE CETALS NECHANCAL /10M1 11:,1 M2 1'1.'LM3 11'> M4 !Zill M5 l1~M6 121o M7 n!M8 IL'IM9 ~·MIO JjbMI I l!Jf~:~ Ml4 I Ml5 Ml 6 M I 7 (BMl8 l '-' I 9 .M20 M2 I M22 M23 l:,l;:g~ LEGENJ, NOTES, SOECUE5 SCI-ID..LE5 SOEDU.ES FRST R.QCI:;> • SECTa;> A la'R£CTB) CELN, A.AN FS1ST FLc:xY • SECTOR A ILCTWORK Fl.AN RIST R.00"1 • 5ECTa;> B l<EFI.EC'TEJ CEl.N, R..AN FRST R-c:xY • SECTC)I;! El ILCTWORK PLAN RIST R.c:xY , SECTa< C la'R£CTB) CEl.N, Fl.AN Fl<ST R.c:xY , SECTC)I;! C ILCTWORK PLAN RIST R.OOI< , SECTOR D l1ER.EC1Hl CEl.t,G Pl.AN Fl<ST R-OOI< • SECTC)I;! D ~ Pl.AN 5ECCNJ A..<XlR , SECTOR A l1ER.EC1Hl can; Pl.AN SECONJ FLOOR , SECTOR A DUCTWORK PLAN SEC0NJ A.DC!<, SECTOR B IEFLECTB) ca.m Fl.AN 5ECCNJ A.DOI<, SECTOR B DUCTWCllK Pc.AN PAATL41. Fl>ST FLOOR EO.FMNT ~ e YMSJ a.DGS. DETALS DETALS DETALS Al-0 C,Cl,/TI<CI. DIA~AMS EN.Al1GED Fl<ST FLOOR Pl.AN FLOW DIAGl'IAMS l<OOF Fl.AN B.EVATIONS CCl'm<Ct. DIAGRt>MS CCl'm<Ct. DIAGRl>MS R.\Mllt,.G l~S' PI SCI-ID..LE5, I.EGEl-0. NOTES I ~ P2 SITE A.AN T P3 Fl<ST FLOOQ PLAN t'li P4 51:C(N) R.OOI< PLAN I .. , P5 l<OOF A.AN ISO P6 EN.Al1GED Fl<ST A..<X.Q Pl.ANS j5 I O 7 EN.Al1GED RIST A..OOI< Pl.ANS 1.S'I P8 EN.Al1GED 5ECCN) A..OOQ Pl.ANS 1!.f P9 WASTE Al-0 VENT DIAGRAMS /J,4-r'IO DETALS Al-0 ECLAENT B..a.05U<E o A3 9 NTERIOR ELEVA TONS A fCJRICAL l~!7 ~ ~~f~ ISS El J..A42 NTERIOR ELEVATIONS '" EZ El..ECmcAL Sf1E PLAN A43 NTERIOR ELEVATIONS SYM30._ UST, ASEl'lEV"'-TIONS Al-0 soaJLL.E5 A4 4 NTEl<IOl1 ELEVA T0,15 I E2 . I soe::uES A45 NOT USED lnE3 StQ.E LN: DIAGRAMS A4 6 NOT USED I E4 Fl<5T A..()(Y LGHTNi Fl.AN -5ECTOR A A4 7 NOT LlSED I E5 Fl<5T A..oo;' LGHTNi Pl.AN -SECTa;> B A4 8 NOT LlSED K, I E6 Fl>ST FLc:xY LGI-ITNG Fl.AN -SECTa;> C ~A49 l1ER.EC1Hl CELNG Fl.AN SECTOR A Fl<ST R..OOll t~1E7 Fl>ST FLc:xY LGI-ITNG Fl.AN -SECTOR D ,,~§7 ~ ~::g ~ ~~ ~ ~i ~ 1§~ ~ ~~ := ~ = ~ : ~;~ ~ A5 2 IEFLECTB) CEl.i'.G PLAN SECTOR D FS1ST R.c:xY = 1 O RIST R..OOll POWB< e 5/G',W. Fl.AN -5ECTOR C A5 3 l<EFI.ECTB) CELN8 R.AN SECTOR A SEC0NJ A..<XlR EI I = = ~ =~ • ~•• Pc.AN ~T= D f A5 4 l<EFI.ECTB) CELN, Fl.AN SECTOR B SBXNl R.OOI< n1 °. I 2 ' -"' ~ ~ 0 ---~ ~ 1?A55 ~CAL CllCLLA TION C SECONJ R..00< LIGH'TN, Fl.AN -SECTOQ A '[JA56 ~ICAL CllCLLATO-. PLANS, SECTIONS E 6.EVATIONS t E 1 3 SECONJ A..00< L.IGHTN, Fl.AN -SECTOR El lftg;, I ~ ~~~ :,.§:~ ~ ~~ ~ ~ = ~ -~~ ~ i A58 llETALS 1XXF J1I E 16 l<OOF Fl.AN A60 DETALS DOOR AN) WNlOW PAN3. SQ-EDU.ES TfA6 I DETALS DOOR ·I ~!Z l.J.1,/i'JAl<E ~~ E DETALS .. -.. ,_ --:~~--_-;,:·;:J.~t:" ~----~-·~-" . ___ ,.,.,,,,,-_.,,,,,.. PROJECT DATA OM'-ER' nc an OF CAR.SBAD I 2 50 CAaSBAD VLLAGE C121VE CAaSBAD. CA 9 2008 (6 I 9) 4 38 -I I 6 I I\RCHJECT• ~w ARO-l1ECT5' t.CGRAW/SALDW" Aro-lTECTS 70 I 8 STREET. SJTE 200 SAN DIEGO, CA 92101 (619) 231-0751 CAl<OV>B.LIT'-OMAS E A5SOCIA TES , /IRCHITECTS I 2 2 I 3ce(N) A\IEN..E, SUTE 300 SEATTLE, WA 9810 I (206) 622-231 I CY!..! a.A n.OCK ~ GROLP I 7 7 5 HAI\COCX Sil<EET , SUTE 2 S 0 SAN DEGO, CA 92 I 10 (619) 543-4719 LANJSCAPN.i' SPU<LOCK = 7 IO I 3TH STl<EET SUTE 3 I 5 SAN DEGO. CA 92101 (619) 233-3324 SJBJ.&IIJ?AL CCNllTANT• a.A n.OCX ENGNcB<t,IG GROLP 1775 i¼NCCXX Sil<EET. SUTE 250 SAN DEGO, CA 92110 (619) 543-4719 t,EQ-IANCAL GO::SJ.TANT• SEVER SS:OWK: ~ , N:;. 4 3 7 5 JJ11.Ai'O = , SUTE I 00 SANDEGO, CA92117 C6 I 9) 58 I -2 I 6 I R EGIRICAL cctS.LIANT1 VAN 8..UIEN KM"ER AN) ASSOCIATES 5030 CAMNO CE LA SEST A • SUTE 30 I SAN DEGO, CA 92 I 08 (619) 291 -9980 NTBWl?S! PCll Y M::ARTH..R MB</OR DESIG'J I 506 I I Tl-i A\IEN..E SEATTLE, WA 98 I 2 2 (206) 322-6229 ACOUSTICAL• .B-ACCUiTICS I 505D EE.1.EVLE WAT N, E. EB..LEV\..E , WA 9 8004 (206) 454-4823 Al PtONIS! IAU Cl30LA SYSTEMS CORPORA Tiet. 9 4 8 NORTH ~ STlll=ET ORANGE, CA 92667 (7 I 4) 7 7 I -I 7 40 LIG!-ITW LGI-ITSOJICE 1205 5EC(N) A"84.£ 5EATTLJ:, WA 961 0 I (206) 343 -3073 IEGAI DES@PJW PARCEL 2 OF PARCEL MAP t>.o I 6044 N 1l-E GITT OF CAl<I.SBAD , CO-.NTY OF SAN DEGO , ST A TE OF CALFCl<NA FLED N 1l-E OFFICE OF 1l-E Ga.NTT l<ECORDER OF SAN DEGC CQ.NTT ON APf'lll. 5, 1990 AS FI..E t>.o. 90-184248 OF CffCIAL llECCl<DS . 0WG320-7B lOF181 Date: 5-15-97 Job No.: 96013 »-fl f'IM CHECK 8U8MITTAL, Pl.AN CHECK AESUBMITTAL I:HZ JlllU QtlllQ PfRMIT 1-'HZ FOR BfC!EI FOR REBID tiOiff:) AOO;ESS 6925 B. C!>NU:J 11EAL, CJIR.SBAD, CA 92008 LAN) I fif rESGNAJIOO SITE A11EA 6 . I ACQES Zo-r-lG i;p-Q EXISTNG LMO USE RD -M f'l<Cf'OSE[J LMO USE RD-M IU..Di',G CO\/El<AGE 4 2 , 112 SF BJLDNG AREA 6 7 , 3 I I SF LAN'.)5CAPE() AIIEA 85,380 SF PARKNG TAB!AJOO STAI-OMSJ 262 COM"ACT B2 ~ 6 TOTAL Pl<OVOED 350 B I ON-ANAl,Y5l9 G()VEl>l\l',/G COCE CCNSmLTO< T'l"PE 5Pli'NQB<5 STORES 1994 LBC ( I 995 CALFDl<NA EI..LDNG COCE EDITO-O TYPE 11-N PROVIDED 2 1-EGI-IT 36" -6" FL<XlR /JREA El / A3 OCCI.PA~T AREA N'.::f<EASE ANAl,Y5l9 505Cbl t.U. Tl-STORY AREA N:l<EASE ,2 506(a. 3> se'ARATION ON 4 SCES ,2 506Cc) SPl'1N(LE3"ED CM..LTI-STORn ,2 TOT AL ALLOWAaE /JREA FOR A3 oca.PANCY• 7 2 , 800 SF 1505/b) MAX. AU.OWAII.E ON ANT I R.OCJR 36. 400 SFl TOTAL ALLOWAaE Al1EA FOR B DCO.PMICY• 96, CJ()() SF (~05Cbl MAX. ALLOWAEI£ ON ANT I FLOOR 48 , 000 ~ ACTUAL AREA• ERST FlOOf? A3 OCCI.PA!..CY Aill/TOI/LM, i<MS, •128, •130 e •133 3,781 SF · GAl.l.B<T, l>M. • 155 2. 152 SF >,U. Ti-PI.J<POSE ~ I , 09 7 SF TOT AL AREA 7 • 030 SF 8 OCClFAICY CINCLLOES ALL MEAS l.NJEli' IXXF> 4 I , 9 6 8 SF ACllJAL AREA• SECCN> RJXE 8 OCCLPAl'CY CNCLl.OES Ale AREAS I.NB< ro<:Fl 2 4 • 5 3 9 SF TOTAL Bl 11.,,D!Nz A3 B TOTAL 7,030 SF 66,507 SF 73,537 SF Al i OY'/4ffJ;. AAl=A PER 50:l(g)o TOTAL NlEA 7,030 A3 ACTUAL/7 2,800 A3 ALLOWED O. 096 60, 8 7 7 B ACTUAL/9 6 , CJ()() B ALLOWED O . 6 34 0.084•0.634•0.73 0.73<1 Fl<ST L.E"8. 7,030 A3 ACTUAL/36, 400 A3 ALI.OWED O. 193 36,338 B ACTUAL/48,000 El ALLOl'EO 0.757 • ) ,;-~-" ._, __ .._, ··-y---:-;,; / / ~ • A59 OET ALS t:X I El<O< 'i ~= 11 87 PAl'a SCH3)UE5 "', :~~. I ~~ NTEIIIOR \ E2 I ~\ ~ E0.FMNT Yl>RO A63 IJETALS NTEIIIOR I E2 2 LOW VOLTAGE SMT. SYSlEM -UGHTNG l<ELAT PAl'EI. SQ-EDU.E A63.I OETALS NTEIIIOR ;:E23 OETALS A5-5ESSQlS PAR<l:I N.J,Ja;R 2 I 5 -050-70 0.193•0.757•0.95 0.95<1 A6 3 . 2 DET ALS E 2 4 aEC11<1CAL DET ALS E DIAGRAMS A6 4 DET ALS E 2 5 CE" Al.S E DIAGRAMS A65 CASEVoiORK ltl ~~" f'\i"'-11' 1"1-a""-1HeA"fi"-1&,,.L. ~ f'ViN · A66 CASEVolORK Al-0 OETALS ~ 'e,' 46 7 CASEW<l<K Al-0 l,ILLWQRK It~~ ~ fill ru~ A69. I CASEWORK AN) MI..LWORK A 7 0 FLl<NTLl<E PLANS A 7 I SIGNt<GE PLAN if,( A 7 2 SIGNAGE OET Al.S -0 AGUA I-EDIC>I-VA LAGOON LA COSTA VICINITY MAP DEFERRED APPROVAL ITEMS I . ALL C1113 WALLS AS Sl-0\"IN Os 1l-E OVL DRAWNGS. 2 . Fl<E ALA0J srsre.,i . 3 , AUTOMA TK: Fl<E 5PRN:I..ER SYSTEM . , 4 , Tl-£ GLASS ::ICTLGI-IT CALGU..A 110,6 ANJ 5FECFCA TONS l'lll EE SLBMITTB) TO TI< CITY FOR IIEVEW AN) -◊VAL PRo0R TO NSTALLATO-.. ' Carlsbad City Llbr~ Cardwell/McGraw Architects ' • Architecture Planning Interiors TITLE SHEET T1 1221 Second AW/l'IJ8 Seattle WA 88101 206 822-2311 701 B Street 1200 San Diego CA92101 619 231-0751 '' ,j i /J· / ·-I. ,, : ~~ ___ ..,.. __ ~~-.. ' / /~;/,p. A.B. A.C. A/C ACCES. ACO,JS. A.D. ADD. ADJ. AL~, ALI.Jvl. ANCH. A.P. APPROX ARCH. ASPH. AUTO. BA. SET. BD. BITUM. BITUM. B . .=. B_K, B..KT. B..W. Bl\/ .. B.M, B. "I . B'<CG, B;?DG, =· BSMT. BT.~. STWN. B.J. Ar-ci-0'< B0L T ASPHAL T·C CONCRETE A:R -CO'<Dr"Ols!NG ACCESSO<IES ACOUSTIC 0'< ACOUSTICAL AREA DRAIN A:J'.JEr-.n.Jvl A:LJSTABLE Ac c:'21'-JA TE AcUMNUM Ar-cHOR ACCESS O Ar,.a_ A"P'10X1'-'A7ELY A'ICI-IT:=CTURAL OR A:/CI-IT:=OT ASP..JALT AJ:'OMATIC BATH BEWl'EEN BOARD BrT .JM'"-'CUS BIT JM ts::xJS BOTTOM OF FOCTNG BLCC< OR B_OO<lNG BLAN<ET BE..OW BEAM B=°'CH ','ARK BC<.J'<DA<Y NA Ll'JG '3RACING • BRl'.JGING 3EARNG BASEMENT BRIT S,-1 "l-cRMAL JNIT BET1YEEN BUIL--LP CAB. CABNET CAP. CAPACITY CAU.K . CALJL<'.ING C B CA-CH BASIN CEM . C3vlE'<T CFM . C..EIC FT , PER MNUTE C . I . CAST IRON C RC . CIRCLLAR C . J . CCI\J7.20L JONT CL. CE3\ll=RLINE CLG CE-LING CLO. CLOSET C . L . 0 . S . Ci3'.T'::R ~NE CF s-EB. CLR. CLEAR CLS Cc3'< T:=RUNE o= s-EEL C . M . U . CONCRETE lv'.ASONRY ..NT CN-:-R • CQUI\. 1ER C O . CLEANOUT COL. C:JLUVN COMB . C0"'61'<ED/COMBl',A ""ON COMP . CO,IIPOSITEICOMPOSITION CONG . CO'JCRE,E CONG . 9LK . CONCRETE BLOCK COND . CO'JD :ION CONN . CONN::CT :ON CONST . CON5RI.JCT•ON CONST . JT , CONSRUCTIOI'< .CINT CONT , CON7._UOUS CORR. CORRIJO< CRIP. C'<:FPLE C . T . CERAMIC TrLE CTR ' C3'JTc'R CTR\NK . COJNT:::RWORK CTSK , ~0.Jl\i T::RSLJ\11< CU , YD . C..BIC ..... ARO C. w' ca_:J ,f,;ATB< C. W. R CCLD •l'/ATER '1E:~ C. W. S, COLO •NATER SUP"LY CYL . C"L,1\-J:::R OBL. DEPT. DET. D.F. DIA. C:,tAG. clM. :)ISP. D.H, D.L. DN. D.0. :JP , DR. '.) . s . :, . w. :)WG. :)WR, E. EA. EL. EL=C. EL=V. c:MER. El'.CL. ENG. ~a. EQUIP. c:ST. CTC. E.W. E>C--i. EXIST. EX?. EXP. JT ExPAN. EXT. F.A. F A.L.:. F.B.O. F.D. FON. F.E. F.E.0. :)0uEt.E :)EPARTMENT J:c'-AIL JO-IGLAS FIR JIAM=TER :::IAGONAL OR DIAGRAM :::1M8'SO'.S :::,SP9'JSER OR JISPOSER JC-iaE eWG J:=AD .OAD JOWN J'2YINALL OPEislNG Jc'EP COOR :::O'r"i,NSPOGT JIShVVASl-lER ::~AV'ilr-.G Ji;,A,",'ER c'AST !::ACH c'LEVA TION (VE-!TICALl ELEC..--~ CAL 'cLEVATION OR ELEVATOR ;:'.:v1ERGENC'I' :cNCLCSURE :=NG NEER c'QUAL 'cQLJ,P\AEfs. T ::s-:-1VA 7E ET CE-CERA :cACH WAY :=XI--AL.!ST ::X,STNG 'cXPOSED c'XPANSON JO,t,.'T 'cXPA~,S;ON :cX"ER,OR =RE A.ARM "ORCE:: AIR L. "J" =u;i\l s,-ED Er' OTHERS =LOOI< ::iRAI\I "'01..NJA -10N = RE EXT-NGUSHER =•RE EXTINGUISHER Cti.91\E' F . F. "NS!-' "'LOOR F.G. =uc.. GAS F . H , C . =1RE HOSE CABll'cT F . H , W . S . =LAT -IEA:) NOO::J SCRE·N F i'i. =NSH,<= r-.iSHE'J PX. "iX!:D ~XT . "IXT -IRE A.. . i:: ._l_.:SI-I FLASH . "..ASHING FLR. "-OOR FLUOR . F JJORESce. T ".0 .B. FACE CF BEAii F.O.C. ~ACE OF CC~TE i=:. 0. F, PACE o== ~NISI-I F. 0. M. FACE Cr 1/ASONRY ;= O.S. FACE CF S~UD ". 0. W. FACE Q'= 1'\/ALL FP , Fiic::,ROOF FPL. i:=1i.£::,LACE ".S. F-ILL SZE GA. GAL. GA ... V. G.B. GE'J. G.F.R.C. G. I. GL. G:..E. GND. GP M. GR. G"'(l:I. GYP. BJ. i::ooT OR F=ET i==cor:NG F .,R;;;ING GAGE GAL.ON GALv A '<IZED GRAB BAR GENERAL GLASS =1BER REINFORCED cor-cRECE GAL VA 'S:ZE'.l IRON GLASS GLL::: LA)JIINA T=D BEAM GRCJLND GA._QN$ PER MINLITE GRA'.lE GY"SI.». GYPS.II BOARD ABBREVIATIONS H.B. H.C. HDO. HRD. HDWD. HDWR. H.M. HORIZ. H,P. HR. I-IT. -ITG , -I, w. -1.l'I.R. .../, w .s. I • :J . N. INCL. 1·'-SU. l"T, j,B. JCT. JST. JT. KIT. K.O. K.P LAB. LAD. LAM. LAV. LBS LI'-. LKR, L.L. L L.H. L L.V W.BR. L.R. LT. WM. L\lR, MAS. MATL. MAX. M.B. MBR. M.C. MECei. ME'-'8, MRF. M.H. Ml'<. MR. M.L MSC. M.0. MOD. M".'D. M'L. MLLL, MLLT. rs . I\.A'!"' HOSE BIBB -'OLLOW COi<E -At'iu)ICAP --<EA::ER -AR:JWOOD -ARDWARE ~OLLOIN !.'ET AL -ORIZON": AL ..ORSEPOINER --OUR -EIGHT -EATING --OT WA T:::R r-A T WA TB2 QETLJ<N LJQT 1YAT'::R SUPPLY 1'61DE DIAlvETER i'J0-1 ''>IOJJDEfl!'<QLLJDED '\S).ATCN '-TERIOR ..JJNCTION BOX ..US.CTION JOST JO'fs.T K,TC-'EN Kt-.OCK-OUT KO:: PLATE LA90RATQRY LA:J::JER LAV,INATE LAVATOR'i' POLNDS L "!::A.R/L 'NEAL LOCKER L -1!:: LOAD LOl',G LEG HCRZONTAL _QNG LEG iERTICAL L.1.h'ElER LVING ROOM L. GI-IT ~Mi:'\100S cOUVER MASO-~'r MAT'cR'AL MAXIIIAUM MACl-l'<E BOLT V"EMBER \,1E:J,C "'-!E CA8N::T ...,,ECI--IA'JCAL ,',AEMB<ANE IIAAMJFAC-U<ER MM~OLD ,\/Nhl-uM \/R'<OR \/CRO-LAM M6CEt-ANEOllS ,\/ASONR'r OP9'JING ,\/:::OULAR \/::xJNT=.:l \AE"'" Al MU.LION 1'.'U.TIPLE NORTI-I NATU2AL NOT " CONTRACT !\:. i. C. NO. OR M)M. N.T.S • NL.M3ER NOMINAL OA. OBSC. o.c. 0.D. oi=. 0 .1-1. Of'\IG. OPP. oz. PAR. PART ;:o. PART'\. P.B. P.C.F. PERP. PL. P.L. PLAM. PLAST. PLAT. PLCS. p. L. i=, PLLIMB. PLVWD' Ptsl_. PR. PRCST PREFAB, PR;:P, PRO', C5F, PSI PT. P.T.D.P. P.V.C. PV.'DR, QT. QTR. ;, . <AD. <.A.D. ;?AFT. <.A.G. '<BR. :;o. R.D. <ECPT. <EF. ;;,,=__p;,rG . <EG. ~El'F. REN=. CON. '2EQD. <ES. '1ESIL. '<ET. <EV. '1. F. -1.H.M.S. '1M, R.O. RWD. 5. S.B. SC. s.c. SCI-EJ. S.D. SEC. NOT TO SCA..E OVERALL OBSCL.RE ON CEts'Tc:R 01.J"Sl;:li= :JIAMETER OFFICE: 0-IERHEAD ODE\NG OPPOSITE OL.I\ICE PA'<ALLEL PA<'T'CLE BOARD PA;.?7FON PUSH ELTTON .::>OL.Jl'vJS :)ER CLBIC PERPEfs.VICULAR PLATE "'RO"ERTY LNE "'LAST C .AMlsA 7E "LASTER "LA r<=ORM "'LACES =>CV,.':)S "ER .NEAL "'OCT "'LU.SING ='LYWOOO "AN:'L PAJQ ::JQECAST "R!="ABRICATED "RE"ARATKlN "'ROPERTY FOOT ::,a.JNDS ::,a;2 SQUARE :::::xn PCUN[)S PER SQUARE l"ICH ::>:),NT "R!=SSLIRE TREATED DO-GLAS Fl-1 =>QL YVINYL CHLOR>DE "0>'\IDER QL:ARRY TILE 0L.AR~51 RISEQ RADIUS 1<!=-U~ A:R Dr.JCT RAFTE.1 R:'"Ul<'J A R GRILL R.JBElER ROJND ROC<= i:>12AIN R'cC'cP7 AGLE REFER=:NCE RccFRIGE><ATOR R::GJLA '•ON REINFO.ICE!) REINFORCED COr-cRETE REQU1RED RESAWN R:=S:.IENT RE-URN R;:VISIO'JSf.l'='/ERSE RESi.i...lENT FLQ()Qlt',G RQ.JNO 1-lEA:> tv1ET AL SCREW ROOM RO.JGH O"'Er-1',!G REDWOOD SaJTH SPLASH BLOCK SCALE SOL•D CO<E SC'-EDLLE SMOKE DETECTOR SEOJRE SECT. SECTION SEIS , SEISMIC SEL. SELECT S4S SURFACB) 4 SIDES SH. SHELF S . H . S l'-JGLE HUNG SHT. SHEET SHTG . SHEA TJ-olNG SHWR. SHOWER SIM . S•lvlLAR SKYL T . SK'f~•GHT SL. DR. SL DING :JOO<I SL. WDW. SL.Dl"-G W-NDOW S , M , S , S...!E=-MET AL SCREW S o P SHEcF Ar-0 POLE SPEC. SPEClc'ICA TION SQ, SQUARE SQ , FT . SQuARE FOOT SQ , N , SQUARE I~ S . S . ST AINL5'SS ST:::EL ST A . ST A -:-1Q'I SID . ST Ar-DARD STI., STEEL STOR • STORAGE S"RUCT . SRUC-,-URAL S2S &JRFACED 2 SIDES SUPP . &PFL Y SUSP . SuSFENDE-:J SYM . SvWAETRICAL T. T.9. T o B T.C. T:=LE. TEM='. T o G n--'K T.-RES. T. J. I, T.O.C. T.0.P. T O.W. T.V. TYF'. ..:.B.C. :.Li.... u'JF, U.N,0. LiR. V.A.T. V.B, vENT. VERT. VEST. VOL. \l,T.R. w. WI w.c. WD. WrYl'I. W.H. w, I. W/0 W.P. w p J. W.S. WSCT. 1/1,j'T ' W.W.F. "'READ- -oW::L ElAR -op Ar-D BOTTOM -op OF CURB "EcEP-IONE 7EWEl<A TLRE/1'::MPEleD 7 01',Gl.E A 'IJ GROOVE 11-<IC< "l-<12ESHOLD TRUSS ~OIST -:-op OF CONCRETE TOP OF PAVN; -op OF WALL TELi='-IIS'ON TYPICAL UNIFCW 9.JILDING CODE Uts'.J3<'t.R TERS LA30RATOR'r USFrslSHED U'LESS ls!CTEO OTl-<ERINISE URINAL Vl','11. ASBESTOS TLE V A?OR 9AR'2'ER VE'F . ..A 70i'-J Cl< ✓Ei'\IT LA -:-QR VERT-CM.. VEST'i3LJLE VOL..ME VENT T~UGH ROOF '/\/EST WlTk WATER CLOSET WOOD WINDOW \/IA TER HEATER WROLG-ff iRON 'r"-JITl-0.J ... ·t;A~ERPQOOF'-18 WEA<E'ED PLANE JC'NT WOO::! SOREW(Sl WAr-..scOT 'tJE GI-IT '..-\'El.OED 1/li1RE FAS21C 1'D. YARD L A\IGLE CH . CHANNEL d P':r-,.., (NAIL SIZE) , P!::RCEI'< T E A"° • AT (i:; CEr-. TER'_INE 0 D Alv'":-:-E;? OR ROL.N) + P::RP'=NDCU-AR " POL.ND OR N..MBER AD:JITIO'-AL AE3BREVIATIOl"5 PER ANSI ST ANDAR'JS . ARCHITECTURAL LEGEND @ (-;;' DETAIL NUMBER CWAL SECTIONS :NDrCATED BY WSJ OR ' ~ "" A~?-.---SJ-EET '{\'1-€RE DETAk. A?PEARS ,t><:....._ __ NOT USED (IGNCJQE ANY REFERENCE SHOWN) .... ~ ◄ r D ' SECTION r..Jlvl3ER -~ I 9---SHEET WI-ERE SECT:QN APPEA.!S -..-= -. NOT USED ('GNORE ANY REFERE"ICE SHOWN) ...... L"' ... ~ ELEVATlON DESIGNATION I ~-kl ' _; SHEET WHERE ELEVA-ION AF"EARS NOT .JSED (IGNORE A"JY '1EFE<ENCE S.,lQWNl ..6.. 2 ,ts'TERIOR ELEVATO'-DESIG'IATIC"J ,t3_J , Sf.ffT WHEl<E NTI=RIOR E.EVATION APJ=..ARS V CD I 251 cp 0-1--- I ------ I DJ2ECTIO'J INDICATES WI-ICI-' WAL;_S ARE E.E'v A TED DOOR NUJ\BER ROOM Nl..VSER GRID OR COLuMN LINE =>ROP::RT"r LINE DIVENS ION TO "'ACE OF MASONRv , CONCRE•E OR STUD (U . 0 . "J • l :J(VENSION TO CENTER LINE OR GRID LNE ->I~ • DWENSION TO "ACE OF FNS,.l :c'LEVA T'ON WALL T"PE <EYl'-JOTE 1/111'-IDOW ----rFE FIRE PREVENTION NOTES ---- I . ALL EXIT :::OORS ~AL BE oPENABLE FROM Tl-'E :',S•DE WIT-OJT THE USE OF A KEY OQ Afs., S"EC'AL .<NOWLc:::GE OR 3"'FCRT. 'ID DEA090LTS. NC SLID,t,,G BOLTS, ETC. CU. a. C. SEC i 004. 3 AND IJ. F. C, SEC I 207 . 3) 2 . Al<R~MNT OF :=X-TS SHAu. 9:: N ACCORDANCE WTH USC SECTION '003 3. EXIT :lOORS FOR > 50 OCaFANTS SERViNG A."J ASSE'vi3Lv OCCUPMK:v SHALL ..JAVE PANIC HARDWARE IN ACCORDANCE l',1T-, ..BC SECTION I 004 . 4 4 . OOORS 51-'ALL '-'A VE CLOS"'-G DEV'OES N ACCO.UA'JCE WITIJ \.0C SEOaON 7 I 3 . 9.,ILDNG SCjA:.L COM'L Y Will-' J F , C . ART-CLE 8 > PQR HIGH -"IL":D COM,1.STiBLE s-ocic ! I 9 94 LJ, F. C. l 5 IL:JJMNATION• SIGNS SHALL BE IN•ER'sALL Y OR c'XTERNA:..L Y ·L~;,.\'INIA T8J BY TWO ELECT.!IC LA.1/i'S OR ShALL E3E OF At< AP?.IOVED SE-..F -1LL~\IL'-A ,ED T~FE. 6 PO'NER 5-PPL 'f• CU2QE~7 S1..PP" ',' TO Or-.E OF THE .AMPS FOR :'X!T S,GNS SHALL BE PROVDED BY -,_E FC<EMISES' W'RING SYSTI':M PCW:"R -o Tl-IE CT .-Ei< LAMP SHAL... BE "ROM STORAGE BATTERIES OR A'-CJ,I-S17= GENERA-:-OR SET. CORRIDORS 7. PROTECT ALL t,TERIOR OPENNGS IN CC.!RIDOR WALLS. QJ, B. C. SEC I 005, 8) 8, CLOSING DEVICES TO BE SELF-0.0SING CJQ Al/TOMATIC O.OSING. CU , 9. C . SEC 005 8 . I l PRE P</OTECTIQ,J EG!UF'r,ENT 9 , PLANS FOR ALL F Xi':D F!Rc' "ROTECTIQt,, ECJLIPME'f"' SLJCµ AS S-A"-.v"'f'ES, SPR'NKLER s-STEMS AN:l Fi<E ALA"11,1, SYSTEMS SHALL BE Sc.EM-. ED TO THE .=.RE O;.>E'IEN:-ION B..,'REAU FCR APPRO','A.. PRIOR TO .NSTA..LAT!ON, IO . THE INS-ALLA :-ors OF A.J-:-OMA TIC FIRE SDJ<l'J<L'cR 5vs-EMS S-'ALL COMPLY -N!T...> 11-IE U, B. C. 5-A'<;JARD NO 9 -, FOR ORD"AR'f ~AZAR'J GROUP 2 VIN,MLJM. WIT...! A N''NIM.J,,1 :::ccS Gt,, AREA OF 3 . 000 SQ._iA¢ "= I . SP.!l"l<LER SYSTEM JESIGN S-iALL BE C'< ACCc:roA>..CE 'A,TH s-ArsDAl<CS 5=T f'()lr.L-, BY THE NFPA A'<D use STANDARDS 38 -I Ar-0 38 -2 . ?ERMITS ARE REOURED PRIOR TO ."JST AJ..A T·ON. , OA, P~ANS. $-"ccCIF1CATIONS AND CALCULATOi-:S SLIALL '3E C::R-'AE'.l BY A _ CENSED =1RE P'<OTECTION =°'GNEE-1 OR 0-1-cR "l=RSO-_ :J:cEMED COWETENT V.lrsMUM, ,~iTH A MINilluV BY TCE CI-EF, ANJ SUBMI-TED N Tl-c l'<AM= OF A _IC='JSE:l Sr-!INKLER COs!TRACTOR . I 1 PROVIDE A MNMLM OF ONE 2A I OBC C:.ASSFICA TON =1RE EXTNGU:SI-ER WITl-ll"J 7 5 FEE• T;?AV3-D ST ANGE FOR EACH 6 , 000 SQUARE "EET OR PORTON -1-EREOF ON EACH F~OOQ. (L, •. =. C. SECTIOt,; , 002 , IJ.F,C. STAr-OARDS 10-I A'\JD CAL. CODE REGS., TIT. 19, SEC 3. 29) 1 2 . ALL FIIIE ALA'-'M SYSTEMS SHALL BE INSTAL"ED IN CCMPLIANCE W111-! CODES AS FOLLOWS, C. B. C. SECTION 3503. 1 • 3 o U. F. C. SEc~,o,; '007 A =;RE k.ARM SYSTEM ,5 "<EOURED. "'6<MTS AR!= REOLRED FOR Tl.€ 1'-S-ALLA 7 •0N OF ALc PRE Ai.A.RM SYSTEMS . PLANS MUST 3E APPROVED BY -1-E FIRE :JEPA'2TMENT PRIOQ -o -NSTALLATON. M1$CELLANEOLJ5 I 3 , ALL .NTERIOR FINISi-lES SHALL CONFORM TO THE MINII\/UM REOUREVENTS OF UBC CHAP-ER 8 , I 4 , ALL OECORAT'\IE MA T"'RIALS SHALL BE MA.INT ANED N A FLAME-RET ARDA."1' COND,70N. (CAL CODE QEGS , , TiT . I 9 , SECS I , I 4 • 3 , 08 , 3 . 2 I , AND U.F.C. SEC 1103.3.3, SEC 2501.5, SEC 2501 .6l I 5, BUILD!NG OCCUPMT SHALL SECURE FERMT5 REOUIRED B'r THE FIRE DEPARTMENT FROM Ti-<E FRE DRE'/:cN'?'IOrs 3UREAU PRIOQ TC OCCUPYING THIS BLiLD,NG , (uNiQN aAN< EluLDtNG, 5 2 5 ·9· ST'<EET , SUIT= 805) I 6 . BUILD•NG "JUMEERS SHALL 3E EASLY vlS'llLE Ar-0 LEGIBLE FROM "1-E SREET OR ROAD FQONTNG THE PROPERTY , CU , F. C . SEC 90 I . 4 . 4) I 7 , "l-E CONSTRUCTION , RE'v'ODB.. , OQ ::EMOLITION OF A BUcDl'JG SLIALL COMPLY WITI-I U, F, C. ARTICLE 87. I 8 , BL!LD1NG SHALL COMPL ';' WIT.H U . F , C . ARTIC~E 8 I FOR HIGH -?'LED CCM3USTIBLE STOCK. (I 994 U, F, C.) I 9. A..:.... '.)UCT Pc:NET'<ATIONS OF FIR;':-RA-ED CORRIDOR OONSTRUCTION SI-IALL HAVE SMOKE Ar-0 F,IIE DAV?ERS PER SECTIONS 7 I 3 , I O AN) 7 I 3 . i ; • 20, EVERY :LEVATOQ LecEY OR ENTRA"JCE A"1EA sµALL BE PROV'DED WITH AN APPROVED SMOKE DETECTOR AS REO'.JIRE:J BY SECT.ON 3003. 2. GENERAL NOTES I . AS A M'NMUM STA>DARD, ALL CONSRUOTION WORK SHALL COMPLY W T.j ALL AP"I_ICABLE ADO'TED ZOfs.lNG O_,.:Jl'IA ,CES. 3Llw1NG CODES, '3UL:JING DEFAR-MENT SUPPLEMEtsT A.R'i' "R0C3JURES AND ~WSLETTERS, Ar-0 NFPA BLI..,_ETNS. 2 . T ,-lE GENERAL CO'-TRACTCR • "'HE SL.BCONT'<ACTORS A"JD MA ~521AL SUPFLlc:RS SHA-'<EF.:R TO T-IE 00"-SRUCTl:)-,J 000,;VEr-;TS, SCHEDULES, A'IJ S"'ECIFICA Tia-JS AS A WHOLE W<-EN CE•BIMiNING TI-E CONSTRL.CTION REOL.iREMENTS =OR THE PROJECT. 3. -HE GE"IERAL C01'TRACTOR ,S RE5PONS19...E FOR iDENT,FVING A:..~ AREAS O"J THE PROJECT >'IHICH REOURE -OLERANCES :lET'M=EN RO.JGI-I O?ENNGS A'D/OR r=•t..lSH MATERA:..$ AND PRO\'DE FOR THE PROPER TO.ERA'sCES TO COivF,_ETE T.jE cc-_s-~-.JC7,CJI,, IN ACCORDANCE WITh THE REG,.,IREMENTS OF -HE CONT;11ACT :JOCUV~TS. 4 . P;;>IOR TO THE STAR-OF CO'IST~JCTION , 1'...!E GENE'1A. CO:-. TRACTOR S~AL'_ ,'ERFY _OCATION OF TRA"JSFO>NERS AND U'ICERGROLND UTILITIES ,~ITH APPRO"'R:A TE UTILITY COVPAN15S , 'N ADDITION , T --IE GE"-ERAL CON-RACTOR Sf-ALL V:'RFY ~,..'E ACTLAL 5-:-ATIC '1',ATER "RESSU<E AT THE PRQPBITr LNE AND "1EPO'<-THE FN:JINGS IN l'll<"l'IG TO -HE ARCH,TECT AN:J .VECHA '\ICAL 8'G'-EER PR10R TO -hE ST ART OF CO!sSTR'-CTION. 5 . THE G=NERAL CON'RACTOR AND THEIR SLEC()ls, TRACTORS S'-IA_L 8E :;;ESPQl',.S·BLE FOR COORDI~ TION OF Ti--!::IR ,"10C1K ,"<1TI--T-E -~ORK OF OTHERS. Sc.13CONTRACTORS SHALL VERFY ThA -ANY WORK RELA r c:D ro T--IEV. WHICI--. ML.ST BE "RC\ DED BY OT -'ERS , HAS BE8' COM".:'TED AND IS A:JEOUATE PRICI< TO COV<MENC,'JG T.-;E,R wo;a.::. 6. ALL Dl'vlENSIONS s:-.ALL TAKE PR'=CEDENCE OvER SCALE SHOW'J 01'< PLA'IS. DC 'IQ-SCA._= JQA\,\lir--.JGS 7 . TµE GENERAL CO',,TRACTOQ IS SOLEL 'r RESP0'1Sl!3LE <=QR SAFETY •-EMS AND ROC::;xJR:=S :J-IRl'-G THE TERM OF CO"JST;?LJC-10N (CROM STAI< OF cotsS•R-.JCT:ON THROe,G,, OCC-.JPANCn. 8 . A . AL_ D<A.WNGS , SCH=JJLES AND S"ECIFICATION5 'N TelE BID PACKAGE ARE TO BE CONS DE-1ED ::OLIA_ P Ai<TS OF THIS CONRACT PACl(AGE . -HE COl'<TRACT0'2 AND T-'B< SL8CON7RAO-ORS SI--ALL '3E R!=SPO',S BLE FOR -1--E REV15W A'-D COORD'\IA-10'-I OF A..L D'<Awl'JGS. SC.-EDLL:'S ArsJD S"EC"',CA .,.,011<5 , INCLUDl'-G CIV L, A.1011-EC'?'URAL, S"R-.JCT cJRA. , ..ANDSCAPE, MEC'-At-.lCAL, PLLJlv'B!NG A'JD EL=CT'<CAL, AL ')JSCl<EPA'\JCES. OM.SS,ONS OR 3<'20RS .,. -AT ocCU< $-!AL. BE B<CUG-IT -o -._E ATTErs. TrON o= THE A'2CH TECT N WRITING PR,OR TO T-E Sc..9MIS510'\J OF !3rDS SO THAT CLA'<FICATCJrs MA'!' 3E ,S5-ED :JURl'JG CONSTRUCTION. A'IY DSCQE"Ar-clES. CM:SS,0"5 OR ER'lc;1,?S THAT ARE =GUtsD S-ALL 3E 3ROLG--T TO T <-E A. TTEts ,:ON OF 7-<E AR"'vl-<'c:C7 N •:,RITING "R.OR TO co.v.,et-.CB.IIENT OF CONSTRLCTIO"J . 9. ANY WOR< P;?E"ORMED IN CONFLICT WITH ANY "ART CF THE CONT'2AC7 DOC-·1/B'J,S OR A "JY COOE REClul'<E.1\/ENT SHA.L BE COR:cCTED B~ :-HE CO!\ -RACTOR AT -HEIR OWN EXF:cNSE ANJ A -NO =XPc:NSE TO THE OWe-ER OR A'ICl-l!TECT . 9 . Fl'<E DA,\/IPEQ ASSBJSL,!=S, l',Q_UD'NG S:..ccEVES , At-.J NSTALLA TON P'IOC3JIJR=S $-,ALL BE APPROVED B-r T-IE BUILDING I\ISPEOTOR PRICR TO 1NS, AcLATION , I O , OPENINGS N Fi<E RESISTIVE C'ct.1"8S SHALL 3E PROTECTED PE< REOU,REMEfl.TS a= THE Ui',IFOR.✓• 9.J,LDl"1G CO::E. I I , ='I ECTR'CA~ "l=NERATI0'-1S or= ARE R=SIST VE WA'__L OR CE'LI~ CO'IST<U0-:-101'-J 5-ALL SE !>.STALLED PER 7HE -.JNIPORV, SUIL:JING CODE . I 2 . ALL PL...NB'l'.G PEN=-RAT ONS OF FIRE <ES'STIVE WALL OR ca1NG CCJ'\JSRUCT·ON $,-.ALL BE COP='ER OR ~ERROUS PIPING . I 3 , "ERIIAAl'-ENT VACWM BREA.:ERS SHALL BE INCLUDEJ WITH ALL HOSE BIEl3S. I 4. ALL NB'/ s-R_c-LRAL WELDING SHALL BE :1'SPECTED A'ID APPROVED BY T --IE 3.Jl_::ING INSPc'CTCR p:, OR TO 3E,t,;G COvERED . SEE SRUCTURAL FCR SPECIAL I\ISPEC'lOts '1EOJ:R=.IAENTS. I 5 . YARDS USED FOR AREA lll<CREASES SI--ALL BE PERMANENTLY MAINT AN3') . I 7 . NO '-'AZAROOLJS MATERIALS ARE STORE) OR c.SED IN THE 3...1..DING IN QUANT1T:E5 l\\.,:CH EXCEED ---10s:: ~ISTED IN TAaES 9A AND 99 OF Te!E I 994 U3C. : 8 . A_~ DR::rERTY J.ES , EASEVE"--5 AN) a>LCIN;S . 30~ EX STING AI\D PROPOSED , A-E .'-OICATED er,. THE SiTE OR GRACING PLANS, I 9 . \o',1-EN SERVNG VORE THA'-I 00 5PRl~EI< HEADS , A.."'OIAAT C SPR'N<LER 5vs--3,\S SJ-,ALL '3E SJ'ECl\'ISED 3'r' AN A=ROVED CENTRA.. PCIOP<IE~ ARY CR REMOTE S, A 110',, SE'2V1CE OR SHA... !3E "'<()vl;:a) WIT,_, A LOCAL ALARM We!ICel l'\IL GIVE AN AUOO.E SIG'\AL AT A CCI\STA.'--:'Lv ATTBOE;J LOCA-10N. 2 0 ' ALL STRUC~...REs CO.ERED a-r T --llS EIJLD1'1G PER/v'IT Ac SHO'"-'< °' Si-6=T A I - SffE PLAN, 2 I . :'d() BOOK SHELVES TALLER THAN 8' -0" WLL BE INST Al.LID W;THN :t-,5 BJILDING . 2 2 . A , • -c CONTRACTO., $.-ALL EXAMN:: THE Sfl'E AN) PORT,0'-15 Tl-ER'=OF 't,q..,iQ.I A"FECT THE CO'JT.?ACTClR'S ,'/QRK ' THE CO'-T,AC-0'1 SI--ALL \/ER'"''f EXIST-'IG COND,T ONS AND ~McNS!Qrs;S lt\CJ.D,NG EXIS'NG ca;:s-.-_cTJON TO REV.AIN, A.'-0 ::XST/\G CO"STI2tCTON -c !x JEMOcls-aJ PRO-' TO SLJ31,'JSS,0'< OF El:)S. 1'..E ARC-<'TECT S-,ALL BE l>X:JT•=1ED IN l~R•T NG OF A'-, COl'F _ CT$ , ::><ROk'S OR o.1155 ONS . '\Q AD:JI-Cl',IA__ CHA'<8ES B'r co,TRACTCJR SHA..L BE AL._OWED =CR DSCRPA,CIES SET't,•EEN EXIST>JG CC'<DITONS AND NEW CONST<LCT•ON TLAT COLLD HAVE 3EEN IDENTIFIED DuRNG EXAMl'-JA TION . B. THE CON"'RACTOR SHAL A'<RANGE FO< THE "'2EMl5=S ,O 3E V.AINTA,'-ED N AN ORDERL 'r ,t Ar-NER T rJRO-GHOLT Tl-E: COURS= C"' 7-.E WORK . PROV DE AND MAlt\~AIN BARRICACES AND FAC L T:ES AS REW:2E'.) TO "ROTECT THE PUB:_IC D...RNG --c ==R•OD OF C:::I\S"<'....:GTON. THE CONlRAGT8R 5--IA:.._ EE RES'°OliSIBLE ;ca, Ar,;v DAMAGE TO EX,STNG CO'sS'<LCTIOh ~c ~iAIN. SUCI-JA.VAGE 5-IA-3E REPAIRE'.J AT THE ca,,TRACT::Ji<'S EXPENSE Al',{) ~c T,-E SATISFAC'X)N OF THE o,v.-,a;,' 2 3 . VEC-ANICAc , PL-UElNG A 'ID ELEC---:;?'CAL CONTC2AC-Ql'2S SI-IAL.. REVIEW ARC,... TECTL,RAL ANJ CT<c"'R -12ADES ;::;?AW!'-IGS FOR COORD NA -101s AND _QCA-,ON OF '-'Ell< Ta,1S r=QR NSTAUAT:QN v>ITH OAS=,,Oi<K, NALLS Ar-0 S"EC,A.. l',ST AL.A 70'-ilEQJ,;>EN'ENTS , PR,QR -c 5..BM SSION OF Tl-i3R 3DS TI-E ARO-HECT 51-,ALL B:" <-OTP.ED OF AN'r' COR.iCTS, ERRORS, OR OMISSIO'S, 2 4 . ALL ),IA TER!ALS , FIX"cRES • A"JD EOJ1"1.<8' T NDICATED ON THE JRAW.NGS OR 5PEC1FICA-,-la-.5 5,.;A!_L BE NEW cl'-JLESS 0-,.,E;?W,SE IDE'< T'>'B) . 2 5 . INTERIOR WALL ANJ GEi.iNG Fl'-ISH FLAIIE SPREAD RA ONG 51-lALL BE AS <EOIJ-cD 3'( J.B. C. CHAPTER 6 , 2 6 . "'20VOE a=s ANDIOR BRACING POR ALL WAL._ -e-LN; F-XTURE5, CASEWOl<K, 5-EL V"G A'ID ANv CC\Dl·IO,I R:::;JJl<''JG BAO::ING ACC=SSOR1ES , 3ACKl'.G 9-,ALL BE M Nil.>..M ' !'> GAUGE. 6" WCE . 2 7 . l~TALL MET AL SCREED REll>FORCB.<ENT AT Ace EXPOSEC GvPs.N :OARD CORN!=RS AND IAETAL EDGE SC<EED <Ell>FORCEME:., •t,1,fi<!= G'rPSUV. BOARD TE12Mll<ATES AT O·'-EI< MATERIALS. 2 8 . A..... OOOR HARDl'/Ac '.A ~CL.ES sµALL SE SING..E ~ORT . LEVER TYPE -o COMPLY 'o'ln.. =~cAB.E =s, JBO SECTION I 004 . 3 2 9. ALL GLASS ADJACENT TQ OR i',ITI-IN OOORS A.VJ AJJACBIT TO INA~S:1"6 S~<"ACES Sl'ALL 3E SAFETY GLASS -i',IRE:: GLASS AT I --,cu;> RATEJ ·,,AL:. 00!'.C,T-ONS AI\D SAFE,,-GLASS AT O,..iE:.! C0'-01-IONS. W.S.C. c;..;APT5' 24) 30 . JOOR OPEN''JGS -'-ROLG,., I ~a..R C?ATED CCW DOR$ S-ALL 3E PRQT:=CTED ,\•oh A T,GHT F'T71NG ~E-AND-D<:!AFT-CONT<O.. ASS=VaY --<AvNG A FIRE PROTECTION VALUE OF I-OT LESS THAN 20 v'.11-L'TES. DOORS SI-IA;_ BE ',<Al'C AN::D SELF -CLOSNG OR AUT()t,1-AT(; CLOSNG BY ACTlv A-ION OF A SM'.XE clE=CTOR. 3 I . .J,;LESS OTHEll'N!SE NO~ OC2 ::;lf✓Er-.S 0'-ED, JOOR F<A.IAE-5 SHALL BE L:Y-,.,A TED 3' F-10V TiaE :sEAR:cS-C WA.L ,._~E<SECTON. '.)IJQRS SI--ALL SV~NG A FLL 90 :l'=GC?::ES ,,1-i-'OJT GOOR -ARDNARE !"-CLcl)N:; CLOSERS) ~1--1r..G AN ADJACENT WALL. 32. ALL CO,TACT SL.RFACES BETWEEN MATERIALS CAUSING ELECHIOLYSIS iESPEC:ALL'r AL.MN_,,,; AND FERro..6 I.ETALS) s-;Al.L HAVE BOT:-. SURFACES COA =-J WITH All< APP120V;D Fl ECTROL -rs,s PR0Ho!31TNG COA TrNG . 33. Tl-E Cc».'TRACTCR 5'-IALL CE!"'A:N AL N=CESSARV "5<M!TS FROM THE STA"E DIV'SIGI OF .\OLIS-RIA~ SAFETY . 34. Tel15 PROJECT SI-ALL COf,,PL'( WITH T:TLE 24 A!-0 1994 LEIC, LMC Ar,.[) UPC A'V 1993 'IEC. 35 . WATEl2PQCCF ALL FOLNDATrON WALLS AT CONDIT,CJNS WeEI<!': 91Ji.[),NG &AB IS AT A HIG>-ER ELEVATION TI--AN FNS..S:, GRADE . DISABLED PERSONS ACCESS NOTES PQQRS E >jAROl/yARE ,LJOC SECTIOO i 0) I . AcL P'21MARY E'--:-l<ANCES ~o a,1..1)•,GS MO FAOLITES SHALL BE "1ADE ACCE$S1!3LE TO , ..c DISABLED , 2 . EXIT :JOORS SHA.L BE OPENA6-E <=ROM TI--E N5DE Wl"I-OL. T ---E USE OF A KEY OR ANY S"ECIAL KNOW-:=JGE OR EF=G'2T . HAN) -AC-,v A c:':J DOOR OPB>!NG HARDWA'2E SI--ALL BE CE'\•== 3E-lfiE3' 3 Cl INCHES A.'JJ 4 4 INCHES ABOVE -;-..;E FLOOR. LA'CHltsG AND LO:Xlt-.G XlORS --IAT ARE ..JAND- AC''IVA'T!::J AMJ NI-ICel A.2E IN A 0 ATel OF '!'RAIIEL, 51--ALL aE OPERABLE •NI--A SING!.= EFFORT 3Y e=VER-T-PE HAl<CWARE, BY PA'<K: BARS, "LJSH-?-1.:. ACTIVAT"JG BARS, OR OTC.ER HARDWA2E DESIG-"-EO TO PROVIDE "ASSAGE Wl7-.QL-'2EC-1R'"8 THE ABU,' -o GRASP ---E OPENING -ARD'o'IARE, cOCKED EXff :JOCRS SI-IA.!.. OPERATE AS ABOVE '-$RESS ~EC"KJN, PS? L.. B C. SEC710N I 004 3 o J, F. C. S::CTICN I 207 , 3 S, cVERv R=OlJRED EXIT clOOONA'r SHALL 9E ci= A SIZE AS TO PERMIT ~ NSTAL .. ATICN OF A [)CJ(R '\C'C .ESS THAN 3 FEET ;N wm ... AND NOT .ESS T-AN 6 FEE-8 'JC,--ES 11-< ..eGI--. VM:N 'ISTA:..lfil N EXIT JOORWAYS, EXT DCXJRS S-ALL BE CAPABL'c 0" OPEN'-G A~ I ~AST 90 DEGREES AND SHALL ct SO MOUNTED -:'-,AT THE Q=AR WffH OF THE EXI-NA 'r '5 >.C· _ES$ THA.', 3 2 NCHES . 4 . FOR -<INGED DOORS, THE OPE'<ING WIDTH s--.ALL BE MEASU<ED 'WIT!-1 THE DOOR PCJSi-lONED AT AN ANGLE ()SC 9 0 JEG'2EE5 FRCv. ITS C...OSED POSI-ION. A--EA~ D'-E OF A PAIR OF D0025 SrlA~ MEET THIS CT'E'llt-.G WDT~ <f::}__,R8"1ENT. RE,Q. Vll>G )0012S SHA_L NOT BE = AS A REOU1RBJ ENTRANCE =012 THE P-YSCALLY D,SA8l.3J. 5 . T'...QESHO..DS SHALL "°T EXCEED 112 NCH IN HEl~T 6 . -,.c FLOOR 012 .A'-Jll'-JG ON EAC>-5'DE OF AN EXT DCO'I Se!A~L BE LEVEL . --E LEVE,. A'-EA 5HA.L HAY=' A LENGTµ IN THE CIRECTIO,. CJ= TI-E D= S1'111-<G OF AT cEAST 60 NCHES ANJ A LENGT ~ Cl'POS TE THE JI<ECTIOt. ()= THE DOOR SMNG OF 44 1"0-ES AS VC:ASLRED AT RIG'-IT ANG..ES -;-o T-c PLAN= a= T,-E' :JOOR '"' ITS QOSED PDSITION. 7 -,.e l',l:JT'-1 OF --c '..=VcL AC!EA ON THE SOE TO W--IICei THE '.l()()R $W,NGS S-ALL EXE"JD 2 4 l'-CHES PAS--.-c STR<'c =:>GE OF THE OOOR FOR =X"':R,Q;;: JOQ;;:S AMJ I 8 ['.CHES PAS' THE STR,,<E EDGE FOR INTERIOR JOa;>S. 8 , -r>-E SP ACE EETWEEN TWO CC\SECLff'IE DOOR CPE'>'NGS 1,j A '✓ESTa.LE , S,_ca;;\i\lS OTHS1 ---,AN A REOU•~ED =XT STAIRWAY, SHA •• Pl20',IDE A MhMUM OF 4 8 NCHES OF C_EAI< S"'ACE =«CM A 'ff OOOR OPBING INTO s_c,-a 'EST '3 I "' 1/HE"J THE DQOQ 5 "CS.TONED AT A1' ANGLE OF 90 :JEGREcS =:,QM TS QOSED POS!,OI , DOORS N A SERIES SHALL SW:NG El-4:R ''< ---E SAME !J;?c'CTON 02 A',~AY FRON' -:->-1E SPACE 3E•WEEN THE DQa;>S. 9 MAXMLJM 5=FORT TQ OPERA-!= •JCJORS SHALL NO' EXCEED 8 . 5 PCUVS FOR c'X~R Cl< JOORS A'JD 5 PQ..NJS "02 IN-CER00R DOIJ'<S , SUCH PUL OR "..61-l EfFO<T :!::ING API-LIED A~ RIG<-T A\GLES -o -INGE::: JOORS Al>O AT THE CENT:=< "LAr-.E c= SLO'G OR FO.D.NG JOORS. CCVFENSATl'G DEVICES OR AclTOMA TIC DOOR CPERA TOQS MA 'f 3E clT"_IZED -o VEE':' THE A3CVE ST A, \JJARDS . t~•~ F-<:: :JCCRS ARE REGU<;::J , 7-E MAXMIJlv1 EF=c;,--o OPERATE "1-1= ::JOOR MAY BE ill<C2EASE::: BUT Se!AL.. .'JOT EXCEED 5 POLNJ5. I O . OC"STRLCT QN, "14= BO"TOM ' 0 l",c-l=S a= ALL DOORS , EXCEPT AJTOMATc AND SL'DNG. si-ALL HAVE A sMoo-~ -1"1-ERRUPTED SURFACE TQ ALLOW T-c JOOR TO 3E OPE>E:l BY A 1,HEELC..JAIR FOOTREST .-11-µouT CREA TI'-G A TRAP CR -,AZARDC-S COND'T:ON. w~ NARROW FRAIi:: DD:JRS ARE JS:"D. A c-r,.c...-1-,GH SMOOTH PA"=-SI--ALL BE '15TALL':D O'J ->-E PL:51--S DE OF THE JOOR, ,YHICH WILL ALLCW THE CC-o:2 -c BE OPEt-E) Bv A -✓~;....'EB..Q-!ti,R FOC~T Wl ..... --o.,;, ::::iF'...ATNG A TRAP OR HAZA12DOL,S COO TiON , ...A\I A TQ2fES ' LAVA TORIES ADJACENT TO A WALL SHAL~ BE 'hJLNTB) W'TH A ',,\IN\rUA ::JIST tW:;E OF 1 8 ir,c..ES TO TelE CE)JTI:12 Cl'-E OF THE FIXT-IRE . ALL ACC::'SS.S" :.A,'ATOR:c'S S1-,AL_ '3E MOUN•ED W•TH T-E ~M OR COUNTER SU<FACE '-C -GHER TI--AN 3L ·-..c-ES ABOVE THE FNIS'-ED 9..00R AND WIT-l A C<..=Al<A'.CE OF AT LEAST 29 lf<C-€S FRO',\ THE FcOOR TO THE ~D~-:-o\ol OF T-c APRON wro-i<i>H: CLEA;?AI\CE Ll'-DER THE FWNT ..P EXTE"JJl'-G A M'NIMJM OF 30 INO-ES '1 W,1, -WITH B NCHES V.NV,Jv. ::B'-~ AT --E TOP. TOE CLEARA\C" 5,-IA.L BE TµE SAWE 'ti DTH. A"-0 S-.ALL EE A MiNl),'LM OF · 7 •~CHES DEEP FR01" --E F120NT OF T<-E LAVATCR1' Al',[) A h,'NMU\/, OF 9 NCJ.£5 e<rGH FRO\< 'i\-E FLOCR. 2. ..OT "NATE;? ANC ')RAIN Pl~ J',C61 LAVATORIES 51-.ALL 3E 'NScLA'=O OR QT-ER,'115E CC',EREC THERE 5H~L BE NO SHARP 012 ABRASIVE &RFACE lNlEi< LAVATORIES. 3 FAl0=7 CO"JTROcS A'-0 OPERA-ING MEC--AN:S~S SHA..L BE O?<All.E ·, ~!TH Qt,,E ...AND AND 51-;ALL NO-REQUIRE ,:;..rr GRASP '1G , Plt\C-'ING OR T,\'IST.'<G OP Tri= >~RST. ~'-€ FORCE R':QJll<ED TO AC~IVATE C□N-ROLS SHA~-9= NO GREATER -e-AN 5 PDJ-DS ..E\'ER -OPERA TED • P:JSH-TY"E , A"° E_=CTRQ"JICAL... y ccr-..---;,a "J M=C'-IA"'ISMS ARE EXA\t"l.SS OF A.CCEPTA9-~ DESIG'\IS ffi_F-CLOSING ~AL~ES .A.RE AL.LG~-\ffi IF TJ-E F A~CET '1::.VA 'JS 0-""EN "OR AT LEAST : 0 SECO'<::lS . 'Rl'IALS , . ,,~'-82E URINALS A.<E PRCVIDED. AT LEAST GE W1"H A RII\I PROECTll>G A MNMW o= I 4 INC-ES 9<CM ~-E l',AL.:. A'D AT A MAXIMJM OF 17 .NCHES AElOVE THE P .OOR SHA:.L BE A<O'✓ DED , 2 9-...SH CONTROLS SHALL BE HA'-0-0,-"::RATED AN) SHALL BE M:lc.NTED NO \Kll<E Te!AN 44 l~S ABOvE THE Fl.DOR. -;:LEPµcws I THE '-llGI-EST QPERABLE PART OF •1-'E TEL3"HONE SHA..L BE <48" A. F, F, 2 . T=L!::A-ONES S1-lALL BE ::OUl?PED l'IIIT-' A RECEIVER T'-'A T GE"IERATES A MAG"ETIC FELD 1'1 ·HE A'1EA OF T-E RECEIVER OAP . 1F BANKS OF P,.BUC p,..ONES A'1E "'20\IIDa), THEN ;>,2 5, , ShALL BE EOUPED WITH A VOcl.JME CON-ROL 'N'-',CH "'10D:JCES > ; 2 DBA aJ; ~ I 8 D8A AEOVE NOl<'AAL, W,TH MNM.JM OF PE< BANK . 3 . P _sue TELE"J-lO',cS, WITLI VOLUME CO,.TROL , SHALL BE HEARl'-G AID CQ\APAT,B....S AhcJ 9E C€NTIFIED BY A SIGl\i CON-AI\IING A :J::P:C-ION OF A 7="!::P..ONE LIA'-DSET WIT-I RA'.)rATING SOLN) WAVES. 4. IF ;;,4 P-8LIC PAY P..JQ"JES Ale P120V'DED, AND ;;, I IS AT AN INTERIOR ~ocA -10N , -i-EN ;;, ! '' TERIO< PLB_ 1C TEXT -EcccPHONE So-ALL 9E P'<OVDED AND IDENTF-ED BY 7-E IN"El<NA T ONAL ~'DD SYMBOL . GENERAL "' T-E EULDING l"ISPECTQC2 DETERl,'jSIES '-01'COvR.IANCE WITH ,,,..,. CL,RRE'< T ACCESS.BU, P'20Vl5 0'6 OF Tl-iE LAVV , 1-€ 'S-E 5HAcL REOtJIRE S..BV'-.AL OF CO'Rli:TE A'<J DETAI m ".A'-S TO ~ ?LAN REV1EIN J,ISO'\ CF -=-CE ~=,'ELOPM9'/T 55?\•CES DEPARTMENT "OQ "U2THER REVEW. P~Al',S MUST c...EARL 'f S-OW A..L EXISTl\tG NON -COMPL ,NG CCl'-JDIT:ONS A=-::c;EJ BY -CCE -'E.V.ODEL ( 'JC..UD!\IG) 51"": F'.A", "LOOR PLA"5, ::ETALS. ETC , l AND PRQDOS=J 1\10:JIF-CATIOt-.5 OF DEFC-ENC·ES TO '-'EET C..R<2ENT ACC=SS:3,LITY "«CVISIO'IS , THE "I.ANS lvl.JST BE 5-A v,PE-:: BY --E FELD 'ISPECTCR PR.OR TO SI.BM:TTAc =CR PLAN REVIEW , TITLE-24 REQUlREMENTS (ENVELOPE) NON<ESIDENTIAL ENE.!G'l' ST AN)ARDS COV.PL,A'<CE C-'T.!:: 24. PART 6. CH. 11 ENVELOFE MANDATORY MEAS~'RES NSTAL_ED 't-.SlJ_A-1'-G MATER•AL SHAL!. HAVE BEEN CE'<-FIED El" THE MAr,,LiFACTl.l2ER TO COMA.. Y V'i:Jl.l 'TJ-IE CAL'FORi,,;A OUALITY ST Ai',DARDS FOP INSULA l'NG MA T51lAL. ALL INSI.LATlNG MATERIALS SHALL BE NSTALLED N COMPLIANCE W~ THE "'LAM= SPREAD RA T,NG AND Slv'OKE Y=NSITY REOU.!EME'< TS OF SECTION 707.3 OF T.-IE L,.8.C. ALL !::XT!::1210'< JOIWS A.'ID OPE"J•NGS IN ~HE BLDG. E'NELOPE THAT ARE CSSEQVA&.E SOI.ROES OF Al< LEA<AGE S.-ALL BE CAJLKED, GASK=TED, \/\'EAT -ERSTR.P"ED OR OTI-IEC1W SE SEAc=D . s1-E CONSTRJCTED 0000?S , \NINDO\l\'S, AN'.l S<YL'GHTS SHALL E3E CALLKED 3E-l'lc:E-'< -HE LNT Ar-0 THE 3LDG, , A'll SHALL E3E WEA Tl-€RSTRIPPED (EXCc:PT FOR :.,'\IF'1AMED GLASS DOORS Ar-0 F1"1E XORSl . MA'l.lF AC-U<ED DOORS A"JD 'Nl)JDOWS INSTALLED SHALL 1,,A \o1= AIP INFll TRA ,1a-; RATES CERTIFIE;J BY -HE ,1/,ANUFACT -IRE'< PER 2 -5 3 I 6(0) I . A=-ER JULY I , , 9 9 3 , MANLFAC-:-LJ<ED FBIESTRAT•ON ?RODLCTS M.JST BE LA3E..ED FOR U-VALIJE ACCO<DNG ~o 1',FRC ?i<OCE::M.JRES. Date: 5-15-97 Job No.: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-8-97 7-15-97 10-20-97 BUILDING PERMIT FOR BIOS FOR REBID 0 All \ti. •-,~ ' -("I \ C EN.. C/1.l Carlsbad City Library ----- Cardwell/McGraw Architects Architecture Planning Interiors ABBREViA TlONS, LEGEND, & GENERAL NOTES T2 1221 Second Averue Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA92101 619 231-0751 GRADING NOTES (IN ADDITION TO TH£ R£QLJJR£M£NTS OF ~HAPT£R 11.06 OF TH£ CARLSBAD MUNICIPAL COD£.) I. THESE PLANS SUPERSEDE ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWf'I ON THIS SET OF PLANS. 2. APPROVAL OF THESE PLANS DOES NOT LESSEN OR WA I VE ANY PORT ION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGf. SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCTION EXCEPT ERRORS DUE TO CITY FURNISHED TOPOGRAPHIC DATA. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY, THE INSURANCE COMPANY WRIT I NG THE POLI CY MUST HAVE A RAT I NG OF ·A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301./b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERM/ TS FROM THE BUILDING DEPARTMfNT, 6. NO WORK SHALL BE CO!.MENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CI TY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE CITY'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET, ORIGINAL DRAWINGS SHALL BECOME Tlif PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CI TY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. II. TRENCHES WILL REQUIRE THE FOLLOWING, A SOILS REPORT COMPRISED OF: I A I SU/vMARY SHEET, I B) LABORATORY WORK SHEETS AND IC) COMPACT I ON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOl,f,lfNDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WI TH THE C / TY OF CARLSBAD STANDARD SPEC IF I CAT IONS AND THE " EARTHWORK SPECIFICATIONS • ATTACHED TO THE PFIELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR, • 13. A PFIECONS1RUCTION MITT/NG SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING Of WORK AND SHAil BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK, THE PROJECT MANAGER WILL SCHEDULE THE MEETING AT LEAST SEVEN (7/ WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WIii BE MADE BY CALLING THE ENGINEERING 24-HQUR INSPECTION REQUEST I INF AT 1619/ 438-3891, INSPECT/ON REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M, ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS REOUESTED OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. NEITHER THE CITY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FE:DERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GPOUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ~ND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION, 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS, 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE 11.t.fEDIATELY, AND THE PERM/TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M, AND 4,30 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. {A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CO,~TRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION, 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN, SEE LANDSCAPE DRAWi NGS REGARD I NG EX I ST I NG FENCE AND PALM TREES. 23. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE, 24. ALL SLOPES SHALL BE TR/1,,f,/ED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION, THE SI TE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 25. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDRQSEEDED WITHIN TEN /10/ DAYS OF THE TIM£ WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 26, LANDSCAPING SHALL BE ACCOMPLISHED ON' ALL SLOPES AND PADS AS REQUIRED BY THE CI TY OF CARLSBAD LANDSCAPE MA.NUAL, THE LANDS CAP I NG PLANS FOR THIS PROJECT, DRAWi/VG NO. LT/ THRU L 10, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 27. THE CONTRACTOR SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME Rf.QU/REMENTS. 28, STORM DRAIN P'/PE SHALL BE REINFOFrCED c;ONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350, FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 29. 'M-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WI TH PROPERLY COMPACTED SOILS, IN OTHER AREAS THE PIP'£ WILL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER, 30, THE CONTRACTO'R SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRAD'/NG TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT TH'£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 31, THE CONTRACTO'R SHALL NOTIFY AFFECTED UTIL /TY COMPANIES {SEE BELOW/ AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AN'D SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDGBE PACIFIC BELL DANIELS CABLEVISION CITY OF CARLSBAD/STREETS 8 STORM ORA/NJ CITY OF CARLSBAD(SEWER,WATER B RECLAIMED WATER/ 32. PERMIT COMPLIANCE REQUIREMENTS: /-800-422-4133 (619/438-6200 (6/9)489-3441 /619/438-5241 /619/438-7753 /619/438-3367 EV :::---ELENA VISTA GOON ' ' NORTH ROAO TI-IOMAS BROS . l<EF • S , D . COJNT'f I I27/E-6 SHT. C2 -----------+--.--CARLSBAD-CITY uslAR't SITE 7/, J I /✓,// 7 / 0 <( 0 er <( c., _J <( PLAZA PASEO REAL ...,, • SCALE_: 1 "= 200' -~. ----- J I Ll ~J //IV' SHT. C3 ' SHT. C4 Date: 5-15-97 Job No: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMIITAL 7-15,17 FOABOS 10-20-97 FOFIAEBO OWNERS AND PERMITEE CITY OF CARLSBAD -COMMUNITY DEVELOPMENT SERVICES 2075 LAS PALMAS DRIVE. PH. (619) 438-1161 OWNERS CERTIFICATE WE HEREBY CERTIFY THAT A SOILS ENGINEER AND/OR A GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. A. FOR CONTROLLED GRADING-THE APPL/CANT HIRES A CIVIL ENGINEER, SOILS ENGi/VEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06, /70(8/} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRAD/116 PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {11.06. 190/8/} CARLSBAD MUNICIPAL CODE, VICINITY MAP ) DATE (I/ FINAL REPORT BY SUPERVISING GRADING EIVGIN'EER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS /OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT/. (2/ AS-BUILT GRADING PLAN. (3/ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECONMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUWARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRAD I NG WAS DONE IN ACCORDANCE WI TH THE REQUIREMENTS AND RECONMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. /4/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE Cl TY. ESTIMATED GRADING QUANTITIES SHRINKAGE OR SWELL NOT INCLUDED ESTIMATED TOTAL CUT: 7010 C.Y. FORMATIONAL MATERIAL: ESTIMATED TOTAL FILL: 4040 C.Y. EXC. AND BACKFILL: 945D C.Y. NOTE: GRADING QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. EROSION CONTROL NOTES 1) 2) 3) 4) 5) 6) 7) 8) 9) CONTRACTOR SHALL PROVIDE EROSION CONTROL PLAN WITH MEASURES TO CONTROL SOIL MOVEMENT IN CONFORMANCE WITH CITY'S EROSION CONTROL REQUIREMENTS AND TO THE SATISFACTION OF THE CITY ENGINEER. IN THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD FROM NOVEMBER 16TH TO APRIL 14TH, SPECIAL EROSION CONTROLS SHALL BE REQUIRED. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, SLOPE PROTECTION, STILLING BASINS, SANDBAGS, AND STORM DRAINS. IN CASE EMERGENCY WORK IS REQUIRED CONTACT CITY OF CARLSBAD MUNICIPAL PROJECT OFFICE AT (619) 438-1161 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. APPROVED EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15TH, THE SLOPES SHALL BE STABILIZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA, ALL GRAVEL BAGS SHALL BE BURLAP WITH 3/4" MINIMUM AGGREGATE. NOTE: FOR WATER AND SEWER NOTES SEE SHEET CB. SOURCE OF TOPOGRAPHY EXISTING TOPOGRAPHY, UTILITIES AND SITE IMPROVEMENTS ARE SHOWN IN PART, ON THE BASIS OF RECORD INFORMATION SUPPLIED BY OTHERS. DRAWINGS AND DETAILS THEREFORE ARE NOT INTENDED TO DEFINE EXACT LOCATIONS. ELEVATIONS, OR SCOPE OF WORK REQUIRED RELATIVE TO THE EXISTING ITEMS. CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.'S __ F,FLOW ___ G.P.M.-EACH HYDRANT --:,,.--G.P.M.-OUT OF~_F.H.'S BLD'G SPRINKLERED: YES C NO F.FLOW ___ G.P.M. CARLSBAD MUNICIPAL WATER DISTRICT KEY MAP WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRAD/NG PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMfNTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUC- TION, AS DIRECTED BY THE CITY ENGINEER: I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO, ____ DATED _____ _ 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {GREEN BOOK/. 6. SOILS REPORT AND RECOl,IMENDATIONS BY IYtovo I,; fY2o0re. DATED 0/-0'l-'1/ 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS tND AS MAY BE MODIFIED BY THE CI TY OF CARLSBAD STANDARDS, B. CALIFORNIA COASTAL CO/lf,jlSS/ON DEVELOPMENT PERMIT CONDITIONS DATED __ _ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ____ _ DESCRIPTION TYPE "G" CURB AND GUTTER _____ _ ~PAAATEGUTTER __________ _ 6" STD. CURB (EXIST AS NOTED) ___ _ 12" STD. CURB ___________ _ PVC STORM DRAIN __________ _ 6" (QUANTlllES DO NOT INCLUDE ROOF_ ,, AND TREE DRAINS 5" AND UNDER) B ------------------ 1~------------------,r _________________ _ ,~------------------1r _________________ _ 1B" RCP STORM DRAIN ________ _ TYPE "B" CURB INLET ________ _ TYPE "F" CATCH BASIN _______ _ TYPE "G" CATCH BASIN _______ _ AREA DRAIN AND CLEANOUT PER DETAIL NOS 1B00 CATCH BASIN _______ _ BROW DITCH (EXIST AS NOTED) ____ _ CROSS GUTTER ____________ _ CRIB TYPE RETAINING WALL------- 2: 1 SLOPE (EXCEPT AS SHOWN) ___ _ EXIST CONTOURS ___________ _ FINISH CONTOURS __________ _ PROPERTY BOUNDARY ________ _ FINISH SURFACE ELEV. ________ _ FINISH GRADE ELEV, _________ _ EXIST ELEVATION ___________ _ P.C.C. SIDEWALK (WIDTH AS SHOWN) __ TOP OF GRATE ELEV. ________ _ TOP OF WALL ELEV, _________ _ BOTTOM OF WALL ELEV. _______ _ TOP OF CURB AND GUTTER ELEV. __ _ RECLAIMED WATER MAIN _______ _ PEDESTRIAN RAMPS AS NOTED _____ _ P.C.C. THRUST BLOCK--------- Blaylock LEGEND SYMBOL SAME SAME SAME SAME SAME SAME ========='=1~ ====-==='=10 ==-~■ □>::------1D c.o. ---• c::::> c::::> c::::> _J,1~---~.1~ V if --189--- 11: .. • ... -.. · .. , ' .... . . -.... .. , . ~'j ~!, ~'L ~ R.W.M. ==1f7L T.B. .. , .. I QUANTITY -.§.QQ _!..F._ _ J!IJ....F. - _1l@_L.F._ _ !}_2.!l_ __1...F. _ _ _J_L~'-- 213 L.F. ------ 62 L.F. ------ 174 L.F. ------ 154 L.F. ------ 56 L.F. ------334 L.F. ------ __ 3_~'-- 1 EA. ------ 1 EA. B EA, 2 EA. 562 L.F. 766 S.F, ------ 82B0 S.F, ------ DWG. NO. PER S.D.R.S.D. Cl1Y STDS .• MODIFICATIONS AND PLANS _ __ G-2 __ _ ___ 13LC5 __ _ G-1 --------- D-2 --------- D-7 D-B 3/C5 AND 7 /C5 _ D-75 G-12 & GS-12 _ 2 & 9/!,5 -- AND SPEC'S G-7 _ G-27, G-31 __ W15 LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP NO. 16044. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON APRIL 5, 1990 AS FILE NO. 90-184248 OF OFFICIAL RECORDS. A.P.N.: 215-050-70 CALIF, COORDINATE INDEX N342 E1683, SOILS STATEMENT THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION AND DESIGN RECOM- MENDATIONS FOR THE PROPOSED CITY LIBRARY" PREPARED BY NIN YO-MOORE DATED __ JAN 4:._ 1991 __ SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA I IONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT AS UPDATED. SOILS ENGINEER'S STATEMENT 1, MARK CUTHBERT A REGISTERED CIVIL ENGINEER OF THF. STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIE:D SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND A STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 12-28-90 AND 1-4-91 ONE (1) COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN ~BMITTE] }O._,J]-iE J)FFICE OF THE CITY ENGINEER. ~l:~E~C:~t~~~-----~1-~~~-S~-:~~~ON~;fff-i~~~ SIGNED ~J ,,r~ _ R.C.E. __ C.E _ -',/C·&-.:?~ ___ _ DA TE_ C)d!,_4-. .f t2,_ 111 J ______ ucENsE ExPIRATI0N_ -~-3c9t __ DECLARATION OF RESPONSIBLE C.HARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJC., -1, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TrlAT THE CHECK OF PROJECT DRAWINGS AND SPECIFIC,/\TIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. BLAYLOCK ENGINEERING GROUP 1775 HANCOCK STREET, SUITE 250 SAN DIEGO. CALIFORNIA 92110-1998 PHONE (61 ~ 543-p-4_719 $ tJ I ~~/1.L.,1> -,y"(° )~ } . " ').,.__~ ... '--_J!!/lf>/91 12-31-00 LLOTU G. J~Fr't,l(lt.S, RCE 10122 EXPIRATION DA TE UNAUTHORIZED CHANGE$ AND USES CAUTION: THE ENGINEER PREPARIN::; THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZEJ CHANGES TO OR USES OF THESE l'LANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVE[) BY THE PREPARER OF "f!,ESE PLANS. Cl "AS BUil T" RCE ___ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE ♦ Engineering Group •Structural Engineers 1775 Hancock St. Suite 250 Se1n Diego, Californio 92110 Phone (619) 543-4719 I SHIEET I CITY OF CARLSBAD l---+---t------------------t----t---t---t----1 ENGINEERING DEPARTMLNT FAX (619) 543-0667 DESIGNED BY: LJG DRAWN BY: HVG CHECKED BY: LGJ DATE: 7-16-97 BENCH MARK Descr;p\ion '---~B=R~A=S=S~C~A~P_l~N_WE=L=L~M~O~N=U=M=EN~T~-- Location _. _____ E=L~CA~M~l~N□~C=E_NTE_R_U_N_E_S_T_A_TI_ON_2_0_5+_9_9 1----+---t------------------+----+---+---+----i SITE GRADING PLANS FOR: CARLSBAD CITY LIBRARY PARCEL 2 OF P.M.18044 MS. 7114 , APPROVE~~_,,/,~tt...l-·,?,. t-2 3-9' y CITY ENGINEER // RCE 23889 EXP.12-31-97 DATE £.~--<?'.1'..<Wa1:, £ ~14 •2 ... I-ZZ--98 Record from: COUNTY BENCHMARK BOOK DATE INITIAL OWN BY: H Y G PROJECT NO. DRAWING NO. DA TE INITIAL DATE INITIAL CrlKD BY: L,G,J, 3244 320-7 FIRE MARSHALL DATE WILLIAM E. PLUMMER DIST, ENGR, R.C.E. 28176 DATE Elev: 13:l.155 Datum: M.S.L. ENGINEER OF WORK REVISION DESCRIPTION RVWD BY LG • ________________ ....... _oTH_E_R_A_P_PR_□_v_A_L ... c_1TY __ A_P_P_Ro~:A:.LI...::====' =·==·•=· =-==========-=====:::.J CMWD 91-C-363 @ SEE ORA\\1NG A2 AND S11A @ DRIVING LANES TO BE 4" A.C. ON 6" CLASS 2 AB; ALL OTHER A.C. PAVING TO BE 4" A.C. ON 4" CLASS 2 AB. © TYPE 'o' PEDESTRIAN RAMP, STC. DRA\\1NG G-31 @ TYPE '8' PEDESTRIAN RAMP, STC. DRA\\1NG G-27 © REMOVE EXIST. CURB TO NEAREST JOINT ® SAWCUT EXIST. A.C. AND REMOVE. MEET EDGE W/ NEW PAVEMENT @) SE\\1ER QEANOUT PER C.M.W.D. STC DWG S7 EX. C.8. F.L. 0 INLET 205.0 INV.=201.0 EXIST TYPE-- 'G' C.B.@-::;::==f:' MEET T.C. 184.51 EX. BERM G. 184.01 (""'""' '. ......... " -" "' ~-,,~~·· "~~ •=""\ I ' -----10 "' '~ w z :::; ~ ~"""~"•-~~-~¼rn-• " • ..J "' w ..... CJ "' "--•·-·--····"~-·-·-··JJ::: r <(o, Cl. co z Iii I . f!j'"''····••s••-···· 111 1---·~--·-- @ PREFORMED 18"x18" MODULAR CATCH BASIN No. 1800, AND RISERS 111TH HEAVY DUTY GALVANIZED STEEL OR CAST IRON GRATE, AS MANUFACTURED BY NOS, MULTIDRAIN, OR APPROVED EQUAL BASIN SHALL BE FITTED 111TH APPROVED FILTER AS t.lANUFACTURED BY KRI-STAR ENTERPRISES, ENVIRO-DRAIN, OR APPROVED EQUAL I.E. 179.90, TOP 188.61. Q) 2" WATER METER BY C.M. W.D. ® J" BACKFLOW PROTECTION INSTALLATION; C.M.W.D. STC. DWG W21 W/ 4'x8'x4" P.C.C. PAD. ELEV. F.G. +0.2' ['' I (D 6" TYPE 'G' CURB @ 6" STC CURB @ B"x6" TAPPING TEE 6" TAP'G G.V. AND T.B'S @) 12" CURB AND GUffiR, 13/C5 ® 12" CURB, 13/C5 @ EX. TYPE 'F' C.B., TOP 183.89'±, INLET 182.80± ® F.S. ALONG EX. CB. TO BE EX. T.C. -0.50'± EXISTING BROW DITCH N0'03'00"W 'I j'--2% MIN. I I PARCEL 3 OF PM 16044 ------------ CT 85.34 VIEW POINT 834.63' --0 "' <O 'b "' B ci (j) 6" R.T. FLG. 90' BEND & 6" DETECTOR CK. VALVE ABOVE GROUND PER C.M. W.D. DWG. 22, MODIFIED WITH SIAMESE FIRE DEPT. CONNECTION, 4"x2 1 /2" W/ 3.5'x8'x4" P.C.C. SEE A/C6 (D P.C.C. CHANNEL PER DETAIL 1/C5 Q) 10' GUTTER TRANSITION 6" TO 10" G) DEPRESS GUTTER TO MATCH C.B. OPENING @ 6" P.C.C. PER A/S11A (J) TYPICAL PLANTER DRAIN 4" PVC @ 0+57.00 6"-90' R.T. BEND & TB'S @ 0+96± 6" -90' R. T. BEND & ra·s Dafte: 5-15-97 Job No: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK FIESIJEIMITTAL -z ../1;.CALE: 1''=20' (D EXIST TYPE 'G' C.8.-REMOVE GRATE AND TOP 3', RECAST AS TYPE 'F' C.B. CONTRACTOR TD PROVIDE PLAN OF REWORK FOR APPROVAL PRIOR TO PROCEEDING 7-15-97 FOFIBDS H.P. F.L 222.9± PARCEL LINE & 10-20-97 FOR REBD TYPE 'F' C.B. TW 221.6 C5 1W 216.0 BW 189.29 BW 188.53 N 0'03'0D" W PROPERTY BOUNDARY-...._ F.L.@ INLET=211.0 INVERT =208.D w • 0 0 0, co z = ~ "' -a:, ----' . \,...J--", 4"R.D. ·, I 1.E.17t: 5 ~ 0+74 □ D D ' ~\ \,. I \ I ' L. I ··-··· ~-~-· 1 TOP 187.94! ... , ............ -\ .. ·t· ... FL 2□io ..... 1 :r,....__.,,. .L · · BROW DITCH 1W 204.0 1 I ffi ~ EXIST. Z: 1 TW 2o3.d I AREA DRAIN BW 189.90 1 '1, 1'. BW 195.0, i TW 202.0 :1:mr 199 \ i T.G. 198.0 BW 189.90 \ INV. 185.7 14 C5 ~1 xrs·· T.G.=190.6 INV.=186.0 \I 198197 i 1i:i:::...-,,J-~\-------t.';;;1~;;:~~g~,-:J+ .. -_-__ -... -t. t=r.=~r::=:---.F,, • •• •.,.......:.,... 1 D AREA DRAIN T.G. 188.97 1.E.184.42 222.67' II!""----~ ~ F.S. [? = = DRAIN CHANNEL PER B/C5 189.26 F.S. D 189.18 189.38 T.G. 189.76 F.S. F.S. = = \189.96 = c!J P.O.C. 189.76 I.E.186Ej ~I ~ ~?· P.O.C. 1.E.186.0 D 6" PVC 189.57 F.L. NOTES: 189.96 F.S. 1. SEE ARCHITECTURAL AND LANDSCAPE DRA\\1NGS FOR PARKING LAYOUT, STRIPING, PATTERNED SIDEWALKS AND SPECIAL PA\o1NG. ~ 2. SEE LANDSCAPE DRAl\1NGS FOR MOUND GRADING FACILITIES. 189.96 F.S. .., I \ I I I I \ I \ r 189.96 0 . "'I F.S. "' ~I 6" RD l- ~ ' ' D -- -- 189.96 F.S • \ □~ I j I I + 192 , '',::,. ~ - MOW CB. A~E/:i.. n \\N , <1i• I ~6, ao 1,e:, l~,c.t1 r,r:, u f--w w :r: U) l!l!l 7 ~\\00000~000000 I I.E.172.29 '\ \,, \0+55 0 \ 0>-+--"---6" P_VC __ 1,-----\~-- \ □ □ □ □ □ □ CJ 4" P.V.C. ,'If> □ C2 0+00 ',, I 1.E.170.94 \. '• ' --''<'--• '\ \ 00 12'\P.C.C. 1/A57 ,, -1----~ SEE SHEET C4 \~ \ \ ~OfESS c,. ,1EF V C7 • ::0 . 12- "AS BUil T" RCE __ _ EXP. ___ _ DATlE REVIEWED BY: ~: ~::~::¥1NV. ___ B_l_a_y_l_o_c_k _____ •_S_t-ru-c-tu_r_a_l _E_n_g·-,n-ee_r_s---.-----,---....------------------,.-----.---'t---r---r----'-1_N_SP_E_C_T_O_R ___________ D_A_T_E_---1 "I ~•• -~L-J _ii: ♦ E 1775 Hancock St. Suite 250 I SH2ET I CITY OF CARLSBAD I SH6TS I < 'f?,C,p -.,. ngineering San Diego, California 92110 · S.o Group Phone (619) 543-4719 -.......... ____ . FAX (619) 543-0667 DESIGNED BY: LJG DRAWN BY: HVG CHECKED BY: LGJ BENCH MARK Description DATE: BRASS CAP IN WELL MONUMENT Location '·----~E=L~C~A=M~IN~O~C_EN_TlE_RL_IN_E_S_TA_ll_O_N_20_5_+_99 Record from; COUNTY BENCHMARK BOOK Elev: 133.155 Datum: M.S.L DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING DEPARTMENT SITE GRADING PLANS FOR: CARLSBAD CITY LIBRARY PARCEL 2 OF PM.18044 M.S. 794 APPROVE~-,d"'~., .J.6. /-z,-?i' CITY ENGINEER"' RCE 23889 EXP.12-31-97 DATE DWN BY: H VG I PROJECT NO. I DRAWING NO. CHKD BY: L.G,J, 3244 RVWD BY: L,G,J, 320-7 CMWD 91-C-363 N u 1--w w I U) w w U) , __ -,.--"'"" ~-,,~w • ,.L r-- 1 [? ·1,., I \\~ I \" I ·\,. I I I I ·\ \ 189.57 I L F .L. 10" PVC 74'± ------: = = NOTE: FOR MOUND LOCATIONS, SHAPING AND FACILITIES SEE LANDSCAPE AND ARCH DRAWINGS. \ \ \ = = = = = 7J D 189.57 F.L. I I \ AREA DRAIN T.G. 188.97 I.E.183.94 SEE SHEET C4 1B9.96 F.S. TYPE 'F' C.8. F.L. @ INLET=211.0 INVERT=208.0 CT 85-34 VIEWPOINT ½"¥, ... 1 ...... --15' NEW ••• ·• .••. BROW DITCH •···17. \ I \I ~--~~~~~~ft~otTt;NinD°AiARR>Y~=::::::----834.63' EX. BROW DITCH < J < J < J <~] •• '< ..... '•·c:;.k'..,:±'!£:d------'=--""""""""" __ ...,... -'--~-~---~:~~~'"""'""'""""'""""=-"-~'"½"•~---~.-...... .< \, J ""' 320.15• •-." .••• •••. ! r· T.w:·21 2: 1 SLOPE 200 199 ,,; -""[==iL------i-1::9;::;8197 "' ;::: 196195 ' P.O.C. I.E. 184.00 (5/ ....___.1._.-AREA DRAIN a T.G.=F.G.-0.5' 3< I.E. 186.00 /? I -=--1 -----:::; :..---"!?l rn -....._ -----' AREA ORN T.G.=F.G.-0.5' E. 1B4.00 189.96 /f& P.O.C. 4"R.D. I.E. 186.DO --~89.43 Ef -~, •·'fi-{3-,-- 189.25 F.S. ~it . ~-"------.. ' PREFOR D 18"x18 JUNCTION BOX TOP =1 .0 INV. =183. 199 200 / i ; / / TW 203.0 199.0 T.W. 10.9 ·r.c:faa:5· / ... ). .~,W. 199.4 8. W.199.5 G. 198.0 / / 189.96 \ F.S. T.C.188.00 189.40 F.S. 189.20 F.S. 13.0 -z ~CALE: 1''=20' NOTES: 1. ENCASE ALL P.V.C. PIPING PER DWG S-7 FOR 5' EACH SIDE OF WALL CROSSINGS. 2. SEE A-1 THRU A-5 AND LANDSCAPE DRA'MNGS FOR PARKING LOT LAYOUT PATTERNED SIDEWALKS AND PA"1NG. 3. ---GRADE SLOPE 4. ----DRAIN SLOPE Datte: 5-15-97 Job No: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-W PLAN CHECK RESU:IMITTAL 7-15-97 FORBDS 10-20-97 FORREBO C3 "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: IA CMWD 91-C-363 ' ( ····--·-·--···--·······-·-· .. ·•· ..•.. ) \ ' "·------~ ~-~~---,.--· -~" 1-- 0 _J (..') z - :::::.:::: O:::'.: -<( 0... . 1-- (./) X w ...--. <( w a::: <( ....J <( I-w a::: ~ , I ' .... -.~ .............. .... .... D <D ~ ::::;; o_ LL. 0 ,.,., ....J w <.) a::: <( o_ PARCEL LINE 8 CURB DATA NO. DELTA OR BRG. RADIUS' LENGTH' [iJ 9D" w N89"15" 49"W IT] 90" IT] N0"44'11 "E [I] 28"54'40" 0 N29"38'51 "E 0 39"31 '27"' []] 5·44'7 7" [}] 90" ~ 49"04'37" CID 90" @1 90"47'11"' @] 90" 100.00 50.00 122.00 35.00 440.00 34.00 18.84 20.00 20.00 33.00 157.08 77.50 78.54 7.65 61.56 5.78 24.14 51.74 53.41 16.14 31.42 31.69 51.84 TAN' 34.00 8.60 20.28 33.00 ' I I • I "" I w. ::::: ::, . 0! ~i <Il a:: ' =ii oi x w! I . I . u~ f : ' !/ 'J // I I T.C.185.10 G.184.60 MEET EXIST. -+1-t+,. ,.!-/--~'I.II-JO' T.C. 184.92 G.184.42 0. ~ . 0--~c:--- .... 9 200· o "''-~ .... P.C.R.-- T.C.181.95 G.181.45 'e< I /' T.C.181.25 G.180.75 / 12 C 8.00'=96.0' / 105.34' r (EX. PLUG)/ (I.E. 179.2±) -z ~-S■CAIIL■EII: 111 •■•=.211110'--- WORK TO BE DONE 0 REMOVE EXIST. 36' COMM. DRIVEWAY & PROVIDE SIDEWALK, CURB & GUTTER. MEET EXISTING. @ REMOVE EXIST. CURB, GUTTER & SIDEWALK AND PROVIDE ENTRY AS SHOWN PER G-12 & GS-12, t=7.5" G) CtEXIST 24'± COMM. DRIVEWAY, SAWCUT GUTTER AND REMOVE WITH W'L Y RETURN. PROVIDE 30' DRIVEWAY AND RETURN, PER G-12, 14A AND GS-12, t=7.5". 0 ALL EXIST. & NEW MAN & ACCESS HOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE IN PAVED AREAS WITH COLLAR PER CARLSBAD STANDARD DWG. S1. (186,35) .•. ,,,,_T.C. ···~.,. 6 / I . 1:1:::::i / I I '\,'i, I =' = ' ,, ' ', □~1 g D ~ 8· 6" PVC "'-IE 178.0± '\. T.C.189.36 = I • 189.03 D D D c::!J 189.96 T.C.187. 73 G.187.23 Blaylock ♦ Engineering Croup DESIGNED BY: BENCH MARK LJG DATE: DRA\\t,l BY: 189.17 F.S. □ I I I J •Structural Engineers 1775 Hancock St. Suite 250 San Diego, California 92110 Phone (619) 543-4719 FAX (619) 543-0667 HVG CHECKED BY: LGJ Description BRASS CAP IN WELL MONUMENT Location , ____ _,:EL,,,_,C""A""M""IN,.,,O,_,,,CEecN,_,TIE-'=R'-"L="IN~E'-"'S-'-'TAo.Jllc,.,O~N'-=-20,,,5:,,.:+c.,9,::,9 Record from: COUNTY BENCHMARK BOOK Elev: 133.155 Datum: M.S.L. ~EE ;HEET C3 / / /'"•~ DRAIN SW E PER 12/CS NOTES: 1. THE EXISTING 8" SEWER MAIN IS TO REMAIN IN SERv1CE AND ABSOLUTIELY NO GRADING OR FILLING WILL OCCUR OVER THE EXISTING FACILITY WITHOUT DISTRICT ENGINEER'S APPROVAL. 2. ENCASE ALL P.V.C. PIPING PER DWG S-7 FOR 5' EACH SIDE OF WALL CROSSINGS. 3. SEE ARCHITIECTURAL AND LANDSCAPE DRAWINGS FOR PARKING STRIPING LAYOUT, PATTIERNED SIDEWALKS AND SPECIAL PAv1NG. PLANTER NOTES 1. PROVIDE ALL PLANTERS WITH 6" STANDARD CURB, T.C.=ADJ. F.G. + a.so· 2. ALL TREE DRAINS 4" DIA.-SEE LANDSCAPE DRAl'ANGS 3. ALL DRAIN PIPE 4" PVC C 2% MIN. SLOPE, P.O.C. AT 5' FROM CURBS 4. PLANTING CIRCLE CURB OUTSIDE DIAMETER AS FOLLOWS: A = 20'-o" B = 17'-o" C = 1s'-o" D = 12'-o" Date: 5-15-97 Job No: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK AESUBMITTAL LEGEND 0 0 0 0 ® ® 0 ® ® @ 6" TYPE 'G' CURB PEDESTRIAN RAMP TYPE 'A' PEDESTRIAN RAMP TYPE 'B' 6" STANDARD CURB, T.C.=F.G. + 0.50' EXCEPT AS SHOWN 12" CURB PER 13/C5 TYPE 'B' C.I. W/ 5' GUffiR TRANSITION EA. SIDE, 6"-8" CONC. LUG PER SD-63 & COS-7 I.E. EX. 18" 179.4, I.E. NEW 15" 179. 7 TYPE 'B' C.I., T.C. 180.67; G. 179.84; INV. 174.9± SEWER CLEANOUT PER C.M.W.O. STD OWG S7 CONNECT TREE DRAIN TO 24" RCP S.D. "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR C4 DATE DATE I SH4EET I CITY OF CARLSBAD l---+---+-----------------l---+---1---+--...I ENGINEERING DEPARTMENT 1---+---+-----------------l---+---l---l---...l DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SITE GRADING PLANS FOR: CARLSBAD CITY LIBRARY PARCB.. 2 OF P.M. 111044 M.S. 704 APPROVED CITY ENGINEER OWN BY: H VG CHKD BY: L,G,J, RVWO BY: LG,J, RCE I-Z?-?Y EXP.12-31-97 DATE PROJECT NO. 3244 DRAWING NO. 320-7 CMWD 91 ·-C-363 z I: = ..I) ... ' • . . ... •• • . . . . ... ', . . 4" C!-IANNEL SECTION NOT TO SCALE "LIBRARY SITE" EXIST BROW DITC!-l .-.::::::::::--- EXISTING -SECTION NOT TO SCALE TOP OF WALL ELEV AS Sf.lOU.N CRl6 WALL-~ BOT OF WALL ELEV AS SI-IOIJk,,I ,&" STD CURB SECTION NOT TO SCALE ~Ul ::::l z 12" OJ 1/2" R z I: U) Q I .3' WEST 3.5' MIN •• . • j •• ·• . . • •.. ~ . . -:r 4" "RESIDENTIAL SITE" 31&" TYPE '6' 6ROW DITCl-l V ARIES-iZl'MIN --._-FILTER DRAIN MAT CLASS 2 PERMEABLE FILTER MATERIAL FER SOILS REPORT 4" FVC PERFORATED DRAIN FIFE, CONTINUOUS ......_ __ 4" FVC AT 2,Z,' 1/2" R SLOPE 1/4"/FT 2" WEAKENED PLANE JOINT /"GUTTER / ELEVATION GUTTER ~i LINE I . 18" . I 12'' CURS NOTES: I. SEE ST AND ARD DRAWING G-9 • li:Z> FOR JOINT DETAILS 4" OR 6" AS NOTED i I I CURB 18" MIN. GRANITE PAVER AND BASE '-+-t===:_ 2" WEAKENED L ___ ~ PLANE JOINT GUTTER 1 1/2" EXCEPT Wf-!ERE ELEVATIONS Sf-!OWN INDICATE OTl-4ERWl5E CUR6 AND GUTTER -SEFARATE 13 NOT TO SCALE cs 3,&" T"rPE 'B' BROW DITCI-I PER R5D CARLSBAD MODIFIED Dl!:> F.L. AS 5I-IOWN CRIB-~- WALL 3' 3.5' 12" MIN. r BACKFILL AND DRAIN PER 501L5 AND 9/C!:> MECI-I BLDG WALL --F.L. SI-IOWN, P.C.C. ,__,,, SWALE PER 12/C!:> CRl6 WALL SECTION NOT TO SCALE FA~ING AREA DRIVING AREA TOFOF CUR6 • I> • "' A • 1.5' ROUND TOF OF CUR6 ~[ • r-• • -. --I> -.-. --,, -'I>-::::,1~, -----::--- • • • • GUTTER LINE ROUNDED CUR6 END NOT TO SCALE &' SIDEWALK 1.5' GRADED SWALE -+ ...... •• t AREA DRAIN AND SWALE, F .L. AS Sf-!OWN I.&' VARIES Wf-!ERE INDICATED-.F---'1,-+--+ BLDG WEST WALL F.S. AS &I-IOWN 1/4"/FT. 1'2).1!:>' MIN I s .. ==I' ~111 -1 . CRIB WALL 9/C!:> • SPECS . . . ' ---1' CRl6 WALL SECTION NOT TO SCALE 't.,___ __ -_-_-_::--?"'AREA c ROOF DRAIN, INLET F .L. AND I.E. AS SI-IOWN-SEE 3/CS s PIPE SIZE ATRIUM TYPE GRATE AT PLANTERS, BROW DITCI-I -...... AND CONC SWALE. FLAT GRATE IN ALL OTl-4ER ~ ~ AREAS FOL YETf.lYLENE GRATE 2% M\N MAIN SIZE Sf.lOWN 2% MIN 111~11• 1 L . ----FVC RISER, MAIN SIZE W/ 8" MAX ..,---TEE, 6END, OR WYE FVC AT 2% MIN T1FICAL AREA DRAIN DETAIL NOT TO SCALE FINl5J-l--.... 2" A.C. SURFACE - _.----CONST. A& 51-40WN AND PER SEWER HAIN CLEANOUT, CMWD DWG 5-6. 3 cs N ':"'f---P.C.C. NOTES: 71...:..:0==:-:-'-M:':':IT===R-:-:I s=-=E=-=R::-::-IN.,.....-::,G-:=RA:-:-:-N:--::IT=E=-=Pc-:A.,-VE=D R = 12" AREAS. t-t---t~- PVC R15ER'-- 5TD 1/8 BEND FLOW STD w.,.-E BRANCI-I -- 2. LABEL GATE CAP 'DRAIN', OMIT A5PI-IAL T OUTSIDE A.C. AREAS. PVC &TORM 3. CONNECTION AND MATERIALS DRAIN 51-1ALL 6E PER CMWD DWG 5-7. DETAIL: ROOF « STORM DRAIN CLEANOUT 1 NOT TO SCALE NEW CRIB WALL 14/C!:, 6ROW DITC!-l EXIST $ EXIST FORMATIONAL COMPACTED" MATERIAL I MATERIAL It u1w -0 §1~ cw cs :!ti3 xii--------19s ()~ &16 WEST WALL <( I.) FF. 19,Z,£',Z, JI'_,,,,_, r.-=========-1-;;;;;;;;ar-==~ ----19,Z, 1:1 CUT --~ SLOPE &' MIN TYPICAL 60TTOM OF EXCAVATION 1:3UILDING EXCAVATION f-!ORIZ. I"= 2r2>', VERT. 1"• 4' l...----~--1,1 CUT SLOPE -------18& LOCATION FER SOILS ENGR 11 Date= 5-15-97 Job No: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-1~7 FORBDS 10-20-97 FORREBO FUTURE IMPROVEMENT Wf-!ERE NOTED 2el' 6 11 STD CURB 2%MIN EXIST SURFACE IMPROVEMENT WI-IERE SI-IOWN --•· EXISTING DOVE LANE NOT TO SCALE '-Tfj--',---' . II PVC DURA Cf-!ANNEL ----._ No. ,&llZl AND CA5T IRON GRATE No. 666, AS MANUFACTURED BY NDS, MUL TIDRAIN OR APPROVED EQUAL ANCI-IOR BARS ·•. ~ mil • ?--. ;,.. ..... •: . " -·-· .. .. . . ~ ~~ ,~ " :. GRANITE PAVER AND EXP. JT. LOC. PER ARCl-l'L SLA6 PER STRUCTURAL DWGS t PLANTER-SEE ARCl-4'L DWGS /AD&~\ .... ' l~~ll~llli 11[1.1.111 . .... • Tj jT 1...--I I I· " .. .. . • lf_[II-II Li Q 0.. EXTERIOR COL BASE ~ SECTION C!-IANNEL DRAIN DETAIL NOT TO SCALE FLOW LINE OR GUTTER GRADE ELEV. AS 51-10WN CUR6 4 GUTTER WHERE SHOLl.N OVERLAY BY I" 60TH 5IDE5---.t. 1/2" R--... • 3' ' ' I' • • • 4 <I <I <I ~ I> 'II--, • 4 .,. •-,,1II-,,1_lr1TTT_III-, · 7 1/2" WITl-4 SMOOT I-I -~ TROWEL FLOW LINE DRAIN SWALE NOT TO SCALE ,zl .1!:, I MIN. 1/2" R AC. PAVING • , . . • -I I ' -,_I I 1-1 11-1 I 1-1 I ,J I l, I . 6,i.l.SE STRUCTURAL 5ECT. A5 SHOUN ry s cs "AS BUil T" RCE __ EXP. __ _ D,,TE REVIEWED BY: INSPECTOR DATE Blaylock ♦ Engineering Group •Structural Engineers 1----+----+--------------t------1t----t----i----i I sH 5 EET I CITY OF CARLSLIAD I SH 6 EETS I 1775 Hancock St. Suite 250 1----+--+--------------+---,t---t----t----J San Diego, California 92110 ENGINEERING DEPARTMENT Phone (619) 543-4719 l----+----+--------~-----t------1t----t----i----i ;::=='....'.::::==========::::::..:=== FAX (619J s4J-o667 SITE GRADING PLANS FOR: DESIGNED BY: LJG DRAWN BY: HVG CHECKED BY: LGJ DATE: BENCH MARK Description '---=BR~A=SS~CA~P~IN~WE=L~L =MO=N=UM=E~N~T __ l----+----+--------------t------1t----t----i----1 Record from: ___ C_OU_N_TY_B_E_NC_H_MA_R_K_B_OO_K ___ _ Elev: 133.155 Datum: M.S.L. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL CARLSBAD CITY LIBRARY PARCEL 2 OF P.M. 18044 M.5. 784 CMWD 91-C-363 FIN. GRADE 18S '1 AC.F. ro" FIRE PROTECTION SERVICE 1-!0RIZ 1"=2ei', VERT 1"=4' NOTES: CD GRANITE PAVERS BETWEEN ISLANDS SEE ARCH. DWGS. 0 SAWCUT A.C. AND REMOVAL LINE. MEET \'<1TH NEW A.C. @ 6" sm. CURB 'MTH H=6" ALL ISLANDS. 0 TYP. SOUTH RAMP EA. ISLAND -5.5'. @ RAMPS TYPE 8, DWG. G-27 EXCEPT AS SHOWN. @NEW A.C. PARKING LOT ISLAND GRADING PLAN ui N I..) t-~ e l1i u TO F.O.C. FER A \ P.C.R. T.C.186.00 G.185.50 T.C.188.34 G.187.84 -z ~SCALE: 1"=20' -------------.... . Blaylock I; ' (187.41)/ T.C.184.50 G. 184.0 5% - T.C.188.55 G.188.05 PARTIAL GRADING PLAN T.C.188. G.188. T.C.188. G.188. 0 2.08% T.C.189.30 G. 189.30 ' --,-. ~-·~ """' ·. □ 189.52 F.S. 1ii 0 189.65 ~ 189.65 F.S. L 189.96 189.47 F.S, Date: 5-15-97 Job No: 96013 5-15-97 PLAN CHECK SUEIMITT AL. 6-20-97 PLAN CHECK RESUBMITTAL 7-15-97 FOR BOS 10-20-97 FOR REBO CARLSBAD MUNICIPAL WATER DISTRICT WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE - GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 1993, OR LA TEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTIRUCTION BEGINS. THE CONTIRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. (TELEPHONE NO. (619) 438-3891) FOR SCHEDULING. 5. NO TlREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6 THE EXACl HORIZONTAL AND VERTICAL ALIGNMENl AND TYPE. OF MATERIALS Oi !HE r·111L l. l~E i.OCATED BETWEEN THE' DFTFCTOR CHf'.'k \/Al.VE AND su11 ri1Nr s11A,, 1'lr nFTFRtv · 1 H· »IF '" ·, ·v •·•R1 <;PA.r 1, MARSHAL 7. All RECLAIMi.,, WA il.R MA1t,,;. ''""' .... _,1, IU,N,-.. ,; .,, ;;;'-:-.. . ... ~ ::icJCff[) IN ACCORDANCE. WITH THE. "CARLSBAD RlCLAMfJ'• :, 1WI L~ 1\ ION,, FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS ·· CARLStJAu MU~ilCIPAL WATER DISTRICT." OCTOBER 1993, AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TlEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTlEM-DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. (619) 438-3891 ). C6 "AS BUil T" RCE EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ♦ Engineering Croup •Structural Engineers 1775 Hancock St. Suite 250 San Diego, California 92110 Phone (619) 543-4719 I SH6EET I CITY OF CARLSBAD 1----+---+-----------------+---+----11-----+---1 ENGINEERING DEPARTMENT FAX (619) 543-0667 DESIGNED BY: LJG DRAWN BY: HVG CHECKED BY: LGJ BENCH MARK Description DATE: BRASS CAP IN WELL MONUMENT Location _. ----~E=L ~C~A=M=IN=O=C=E=N=TE=R=Ll=N=E ~S=TA=Tl=O=N~20=5~+~9~9 Record from: COUNTY BENCHMARK BOOK Elev: 133.155 Datum: M.S.L. l----+---+-----------------+----+----11-----+---I DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION SITE GRADING PLANS FOR: CARLSBAD CITY LIBRARY PAACEL 2 OF P.M. 1e044 M.5.7&4 APPROVED /-Z.3-9 P CITY ENGINEER RCE 23889 EXP.12-31-97 DATE OWN BY: HY G DATE INITIAL DATE INITIAL CHKO BY: L,G,J, OTHER APPROVAL CITY APPROVAL RVWD BY: L,G,J. PROJECT NO. 3244 CMWD 91-C-363 DRAWING NO. 320-7 • 1. GENERAL NOTES RECLAIMED Vv'ATER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNiCIDAL WATER DiSTRiCTS "CARLSBAD RECLAIMED RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993. 2. DR'NK!NG FOU'ITAINS SHALL BE PROTECTED FROM SPRAY OF RECL.A.!MED WATER. BEST MANl>.GEMENT "RACT!CC:S SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCHROACHMENT ON PUBLIC FACIUTIES SUCH AS PICNIC TABLES, BBQ'S, PL'-TGROUNDS, SAND LOTS, i:TC. 3. BEST "IANAGEMENT PRACTICES SHALL BE USED TO EL'MINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, POND'NG, RUN-OFF, 01/ER SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5" ON-SITE CROSS-CONNECTIONS BETWEEN RECL'-IMED WATER UNES AND POTABLE WATER LINES IS STRICTLY PROHIBITED" 6. NO SU BSTITUT!ON OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL Of THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULAT10NS. 8.• THE lRRIGAT:ON SYSTEM SHALL RUN BETWEEN THE HOURS OF 1 0:D0 PM AND 6:00 AM THE FOLLOWING MCRNING (SPOT 'RRlGATIDN COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A Mlc<iMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. \0. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER WHETHER BY W,NDELOWN SPRAY OR DIRECT APPLICATION THROUGH IRR!GATlON OR OTHER USE. LACK OF PROTECTiON, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATiON IS STRICTLY PROHIBITED. 11. !RRIGAT!ON HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. \2. RECLA!MED WATER QUICK COUPLING VALVES SHALL BE Of A TYPE DESIGNATED FOR USE ON RECi..A.il,E8 WATER DISTRIBUTION SYSTEMS (SP1KES NOT !NTERCHANGABLE WlTH POTABLE WATER QUICK COU?i.E.H SPIKES) PER CARLSBAD MUN!CIPAL WP.TER D!SjR1CT'S RULES AND REGUL.AnONS. 13. METERS SHALL BE SIZED BY THE CllY OF CARLSBAD MUNICIPAL WATER DISTRICT. \ 4. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE WATER" OR "RECLAIMED WATER", COLOR CODED (PliRPLE) AND I.A!D WITH WARNiNG TAPE AND STENCILING ORiENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MLJNICIPAL WATER DISTRICT'S RU LES AND REGUI.ATiONS. 15. ALL POTABLE WATER AND REClAIMED W.ATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN PO"~.BLE WATER LINE AND RECLAIMED WATER UNE CROSS, THE RECLAIMED LINE SHALL BE iNSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND \0 FEET FROM EACH S;DE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOT~.L OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPERATiON BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL T:MES. THE POTABLE UNES MUST BE INSTALLED ABOVE 'HE RECLA,MED UNE. 18. A MINlMUM Of 12 INCHES OF VERTICAL SEPERATIDN BETWEEN UTILIT1ES MUST BE MAiNTAif!ED AT ALL TiMESC 19.• DEVELOPER / CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST l<3 DIRECTED BY THE CARLSBAD MUNiCIPAL WATER DISTRICT ENGii'l£ER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QU 1CK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE f0LLOW1NG. REC~A!MED WATER QUICK COUPLING VALVES USED !N RECLA!MEO WATER SYSTEMS S~ALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE W!TH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED i..OCKING COVERS ?[RMA!\Ja.JTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICiPAi WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WIUL BE FORWARDED TD THE NONiNSPECTING PARTY. 22.• DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS ·oo NOT DRNK" ON THESE PLANS. 23.• AN ON-SITE USER / SUPERVISOR SHALL BE DES•GNATED IN WRITING, THIS 1NDIViDUAl SHALL BE FAM'UAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BAS;c CONCEPTS 24. 25. OF BACKFLOW / CROSS CONNECTION PROTECTION, ANO THE SPECcFIC REQU!REMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TD THE SAN DIEGO COUNTY DEPARTMENT OF ENViRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CON1ACT M1'NTENANCE SUPERVISIOR DOUGLAS DUNCANSON 76D-434-2824 OR AFTER HOIJRS CONTACT MA'NTENANCE SU?ERV!SlOR DOUGLAS DUNCAi..JSON 760-434-2824 SHOW ALL PUBLIC AND PR!VATE POTABLE WATER MAINS ON JMPROVEMENT PLANS. • ITEMS 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAf. USE OF RECLAIMED WATER. • iTEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE AOTUAl SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAiMED WATER. ON RECLAIMED WATER SYSTEMS, ALL APPURTENMJCES (SPRINKLERS, VN..VE BOXES, ETC.) SHALL BE COLOR CODED PURPLl:: PER AWNA GU!DELINES AND SECTION 404954 OF THE CALIFORNI.A HEALTH AND SAFETY CODE. PUBLIC RECLAitv1ED WA TEA SYSTEM FOR LANDSCAPE ltv1PROVEtv1ENTS AT CARLSBAD CITY LIBRARY SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TD BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE TH(Y ARE EASILY VIS!BLE. PLACE ON 81/2" X 11" SIZED SiGN. COLOR: PURPLE BAC~GROUND WITH BLACK LETTERING. I. GU:CEUNES FDR RECL~! MED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM ANO 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST 8E DONE MANUALLY WITH QUAUFIEO SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFlLTRATION ,'<ATE PRESENT. THIS PROCEDURE MAY BE FACiUTATED BY THE EFFICIENT SCHEDULING Of" THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNTION TO BREAK UP THE TOTAL IRRIGATION TIME iNTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, JNREUABLE VALVES, ETC. SHOULD BE REPA.IRED AS SOON AS THEY BECOME APPft.RENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE iNFORMED THAT RECLAIMED WATER INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE L!NES. B. TRENCH DEPTHS C. REQUIRED SEPARATION (HOR!ZONTALLY AND VER!CALLY) D. P!PE IOENTIFiCATION E. POINTS-OF-CONf!ECTION {POC'S) F. cOCATION AND IDENTIFICATION OF SPR'NKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECu>s!MED WATER (iF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECT!ON OF THE PROJECT SHALL BE OBTAlNED ,ROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO flNAL INSPECTION ~PPROVAL. 2. DISTRICT FiNAL !NSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETiON OF THE SPRINKLER SYSTEM, TD DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. r····-'---,... --.i. ....... _,s, SHEET !NDEX SHEET TITLE SHEET NUMBER 6-20-97 PLAN CHECK SUBMITTAL RECLAIMED WATER / TITLE SHEET L1 7-8-97 GENERAL NOTES L2 IRRIG.~TION NOTES L2 7-15-97 FD.~ BIDS !RRIGAT!ON PLANS l2-l4 7-30-97 lRRIGAT!ON R£ViSIONS - IRRIGATION "EGEND ANO CALCVLA TlONS L5 IRRIGATION DETAILS L6 PU\NTiNG PL~NS l7-L9 PLANTING LEGEND L10 P<.ANTNG DITAILS AND NOTES L10 --···i ~---·· C '-•-;:;:j ~--"< -~-----"'--- -----~ ::-"'- ~:'.------~~A ·-- IS MEANT FOR IRR!GATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, CTC. GIVEN THE HIGl-1 TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS ;NFDRMATIDN BE DISSEMINATED ON AN ALMOST DAILY BASiS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO ;s RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 8. WARN I NG SIGNS AND I.ABELS. C. QUtCK COUPLING VALVES. ----~1A8L::':. w_;.:~F--YAiN A.~D -?:t:f'-i/iC,:; v-!,l.i.~ 6. OBTAIN PRIOR APPROVAL OF All PROPOSED Cf1ANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TD, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECU\iMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4• PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, At.D "AVISO -AGUA iMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANEN1 AND Bl.ACK IN COLOR, USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS. 1. ATTACH TO VALVE STEM DIRECTLY OR WlTH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFl£D AS RECLAIMED WATER SPRINKLER HEADS II. EACH AUTOMATIC CONTROLLER ANO ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAJMED WATER USED FOR iRRiGATION" IN ENGLISH AND SPANISH, WITH BLACK LffiERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READiLY SEEN BY ANY OPERATIONS PERSONNEL UTIUZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEARBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. THAT I EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. i UNDERSTA'lD THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CA.RLSB,•.D AND THE SAN DiEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY -~ND DOES NOT Ri:UEVE ME, AS OF WORK, OF MY RESPONS0BIUTES FOR PROJECT DES!GN. ANDREW SPURLOCK FIRM NAME ANO ADDRESS; TELE0 HONE NUMBERS: REGISTRATION NUMBERS: EXPIRATiON DATES: DEVELOPER NAME AND ADDRESS: TELEPHONE NU!'BERS: SPURLOCK POIR!ER -LANDSCAPE ARCHITECTS 710 WEST 13TH STREET, SUITE 315 SAN DIEGO, CA 92101 (619) 233-3324 / (619) 233-6256 (FAX) 1865 JULY 1996 CllY OF CARLSBAD 2 075 LAS PAcMAS JRIVE CARLSBAD, CA 92009-1 5 76 (760) 438-1 I 61 (S!ZE) 12" X D. ALL ASPECTS OF THE IRR,GATION CONDITIONS !NCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECT/ON OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL 1NSPECT!ON SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS •A", "8" AND "G" OF THE DISTRICT FINAL INSPECTION. VICINITY MAP --- TYPICAL SIGNS RECLAIMED WATER SIGNAGE TO BE INSTALLED PER THE CARLSBAD MUNICPAL WATER DISTRICT AND THE SAN DiEGO COUNTY OEi'ARTMENT OF ENViRONM£NT/\L HEALTH 36" ~----BLACK LOGO ~----PURPLE BACKGROUND 36" (N.T.S.) ~--1" BLACK LETTERS WARNING RECLAIMED WATER DO NOT DR:NK RECLAIMED WATER AViSO -AGUA !MPURA NO TQMAR --.,,,_ ' "- " '" ' BLACK LETTERS 'I/ARNING RECLAIMED WATER DO NOT DRINK A VISO -AGUA IMPURA NO TDMAR 060 ABS PlASTtC OR ST!CK-ON 1 a• X 18" SIZE VINYL SlGNS ~.LSO .. 016 ALUMINUM 2'' BLACK LITTERS .01 6 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. CARLSBAD MUNiClPAL WATER DlSTRICT "AS BUil T'' £1 7 // • ___.Ui·,.,vir1,.,,,.,-, £, V/ ... -< .. : ... u---,..~ 8-20-97 WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE R.C.E. 28176 RCE EXP. DATE SAN □!EGO COUNTY DEPART¥5fH OF Ev'fRCNMENTAL HEALTH Rt..VJEWED BY, ~,7-/) · ... (~ i) ?'-' / . Z\~ 37 -J --, <...,____-\-' ,___/ ,..____ ( __ __,,-,; IJ--- -i APPROVFD BY: / DATE . lNSPEC!OR DAT[ ~ C:.'l/.1'~ EN(.;... Dp,6,y{.I~ C, 2. . -rwf:-."'""E-~ _/..b-tJEC£f-..6,a !/G ,bz:-;_j_i.J-rA!45 'f,!,'"'IK i,;.J. --:--1f6. ?Po_P'"8-;:-J fFaJ ~-=r, FOR POTABLE WATER MAiNES AND LINES SEE CIVIL JRAWINGS ALL CROSSING OF POTABLE MAINES AND LINES SHALL BE AS PER DETAILS "M" AND "N" SHOWN ON SHEET L6. SCALE ALL RECLAIMED WA TEA USE MAP USE iv1AP LEGEND SYMBOL RCW LANDSCAPED AREAS • $ 'v DESCRIPTION RECL'siMED WATER SYSTEM SERVICE IRRIGATION SYSTEM MAINL!NE (RECLAIMED) AREA OF RECLAIMED WATER USE LOCATlON OF POC -RECLA!MED WATER METER AND POC EQUlPMENT "DO NOT DRINK" SIGN LOCATIONS r~"\CE SWEE:-IEY if Ii, lrri.g-ation Design Water Mar.8jeme.nt NCNE i, l 2'9441 :R11.m,ho fall!. Rd. Sul't.e K lj Irngation Software a 't~n:w.;'J.il, -(;-,:llifotoi• 'i:2,S'IKI Carlsbad City Library Architecture Planning interiors . ' ' , . ~ -l_.,....,~I . i L1 \1 909·695--2367 , . 1221 Second .,'.:,,venue 3e:artle \;VA 9Bi01 205 522-2311 I: (< 0 I 1 ') ii 9{i9•695-·246'7 Fu __j 701 B Street #20:iJ San Diego c,;s:tl01 619 231-0751 L •. - Rt..v'iS!ONS MUS, BE Ai'PROVED 8Y PUBLIC HEALTH ENGINEER, CITY ENGINEER, I SH~ET I i SHEETS I AND DISTRICT ENGINEER PRiOT TO IMPLEMENTATION iN THE FIELD. CITY OF CARLSB".\D PL~.NNING D£.?AR7:MENT LANDSCAPE 'IF'R"VE'1"' T ! Y l ,V !Y c...1~ a PLANS FOR: CARLSBAD CITY LIBRARY N'.f',~OvEp: _f--'~ :5,j"i1A~F,-t =-/f!,,-J:/2-~ '--;;_'t·#,e::Fn, ,,_-r. 8/2,t;/9-'7 :'"\~ v~.1~.,;F'J-,J~-~ I G?C~~ S-~-2.!'°4"'=' !)ATE 1 iNITi1'L D"WN BY: l \ 0 RGJECT NO. [/ORA'MNG NO. DATE lN\TIAL DATE DATE. iNCGAL ! CHKD BY: I l REV1SION DESCRIPTION £NGtNEER OF WORK □THE:R -APPROVAL CiT'r' APPROVAL RVw'D BY, ' CMWD 90-C363 J, ' ' ·r ' r j . ~---NOTE: // MAINUNE SHOWN WiTHIN PAVING FOR-CLARITY 6N-LY; ; ACT~AL MAINLINE LOCATION TO BE A MINIMUM OF . / 18" OFF ADJACENT HAHOSCAPE AND OTHER OBSTACLES TYP. I/ g,c-l--1.-· --·-,~:;·;:-=·~=1/=4'=,=;~=.....:""J"...:..· "-c. §I ------·7:;2~ -1=--· §1 I llll J/4" Ill! ·" I // !1/t / .. ' ._5 ___ .. 1(1 1 i/4 I I ·~--L ·---,,~~-~----- li 1! IRRiGATION f / ,, ,. ff"' ~---~----~ -- I, ~ ,, [-____ . ----~- # . I\JOTES EXISTING =RRIGATION EQUIPMENT IN TREE--< WEcLS TO RE,,AIN IN PLACE (TYPICAL) Ai_L LOC..O..L MU~!C:IPAJ_ t.ND STA.TE LAWS, RULES AND R'EGULATtONS 0-0VEF.:N!NG OR RELATING TO ANY PORTION OF THIS WORK ARE r!EREBY INCJRPORATED INTO AND MAD£ A PART OF T"HESE SPECIFICATIONS AND THEIR PROVISIDNS SHALL BE CARR1ED our BY THE CONTRACTOR. 2 THE CCNTRACTOR SHA.LL VERWY Tl-i( LOCfl.T(OMS or ALL EX!ST~NG 'JTrUnES, STPU-CTUR!:S AND SERVICES BEfO?E CO..,.tMENCING WORK THE LOCATIONS OF_ IJHUTIES, STRUCTL;RES ,!:1NO SERVICES SHO'Ur-J lN ...-HESE PLANS ARE APPROXlMATE ONLY. ANY DISCREPANC:ES BEIWEEN THE:SE PLANS AND ACTUAL FIELD CONDlTIONS SHA.LL BE REPORTED-.TO THE :JWNER'S REPRESENTATIVE. 3 TH£ CONTRACTOR SHALL OBTAIN THE PERTINEl'JT ENGINEERING OR .A.RCH!TECTURAL PLA.NS BEFORE BEGiNNiNG WORK. 4 TH[ CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK iNDICATEO HEREIN BEFORE BEG!NNING WORK 5 •HIS DESiGN IS OIAG,AMl.!ATiC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARllY ONU AND iS TO BE INSTALLED WITHIN PLANTING AREAS. ---~-<--!±= . ~~~~-~--------~-------• ' ;- • -0 -•~--~----·-·"·· ,,t: i . --.-~··r-·---- ------------<✓ \,-.. ------------'.. /:. - I -,--. -~ __ .. ____ L-~----~ j -,, r. I I _ _J , IJA l'R MEfER NU~B[R H"D-RAUL!C G'<~IlE ~!NE - lrLEl/£\T~~N !lffTERHl·c 1~n1wr r~NTRni vA1 vr ~ /R·".V. ~[MtiNn (~PM) jP.CV. [f FVAT!ON I -57r ;-,r-<::_fRP ;-rrn.1 ?' SERV 1cr c!NC 2' 1/AT[R ~ETER llP' BACKfLOli PREVErHER 11/2~ MAS1ER CJ~HRDL VALVE 111?' \.:Yr s-:-RA1NrR/fI 1 rRATrrw 2' ~ATE VAl vrs. l N/A N/A 4 30 !90 2 1/2' i3~o· or MAINLINE S[RVJCE NIA FEET OF MA.TM !Nf": TrPF 1-1/?' 1 Rrnmr cnNrnni VALVE i□:l LATERAL LINE LOSS 101. riTT[Nr. 'OS< " I .. ( / /l ' ~--CONTROLLER SHALL SE CALSENSE MOO. # ETIC-40-M INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). CONNECT FLOW ANO RAIN SENSORS TO CONTROLLER AS RECOMMENDED BY THE MANUFACTURER 120 VOLT POWER SHALL 8E PROVIDED AT THE CONTROLLER LOCATION AS PART OF THE ELECTRICAL CONTRACT. FINAL LOCATION OF THE CONTROLLER AND POWER SUPPLY SHALL BE VERIFIEQ PRIOR TO STARTING WORK. / I I I IJATER -~'!TR I S!ZE i."AFR ~qq ;--; fVATHlN S.TVTC PRLS"l 1fF (P<::J) REMOTE corr.~JL VALVE SIZE TnTA; Di=-MAtrn ("PMJ S:"ATI( p;:r:;s1 rFT AT RL\i. PSi LOSS ' . il4 2 0.7 _...JZ_ 4 LR '" 6 o.s 7 <.9 ' ' 9 1.5 w 4.0 II ?.l I I ! ,pq PSI PSI ,pq P<J pq PSI p:::r P\I pq pq ,--3f=_ NOTE:.. . // CRiBWALL IRRIGATION HEADS (R.cv:s #6 ANO H37) SHALL BE I /' INSTA.LLED AT THE BASE OF THE CRIBWALL ANO THE HEADS ANGLED . BACK TO ALLOW THE SPRAY TO PROJECT L;PWARO ONTO TH£ CRIB WALL. ADJUST THE ANGLE OF THE HEAD AS REOUIRED·AND THE NOZZLE TO PROVIDE THE BEST COVERAGE ON THE CRIB WALL 2' N/A 04 15' ?O 04 6 00 NOT WILLFULLY INSTALL ANY EOUJPMENT AS SHOWN ON THE Pc.ANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRICR TO· AN..,. WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILtfY FOR ANY FlELD CHANGES DEEM ED NEC ESSARY BY THE OWNER. ?O ELEVATIOrl CHANr:C' ~p 0.C. Tn Hli1-!C"'"'T H£lill_l 12 87 -p~r 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPJ,<SIBLE TO COMPLY WITH LOCAL CITY. COUNTY A~JD STATE REQUIREMENTS FOR 80TH EQUIPMENT .ll.ND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERM!NED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATiV£. 9 CONT~A.CTOR IS TO PROVIDE AN ADDITIONAL P!LOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE Ut,DER PAVED AREAS TO BE 0NSTALLED IN A SCH 40 SLEEVE THE SIZE REQUIRED TO EASJlY PULL WJRE THRO!JGH. ALL SLEEVES TO BE lNSTALt.EO WITH A MINl'-IUM DEPTH AS SHOWN ON fHE 1 I SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12'" PAST THE EDGE OF THE PAVING. Ale SLEEVES. TO BE AS SHOWN ON THE PLANS. ALL QUICK COUPLER VAl\'ES ro RE INSTALLED 1N SHR'.JB QUICK COUPLER VALVES TO BE INSTALLED .ll.,S SHOWN ON COUPLER VALVES W'ITHJN 18" OF HA.RDSCAPE_ -. . CR GROU r-.D ·COVER AREAS WHERE POSSIBLE. ALL THE INSTALLATION OE'AILS INSTALL ALL Q!JICK 12 ALL HEADS ARE TO BE 11,STALLED WITH THE NOZZLE. SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE T{) BE ADJUSTED 'O PREVnn OVERSPRAY ONTO BUILDiNGS, WAd.S, FENCES AND HAROSCAPL THIS INCLUDES, BU"'." NOT LIMITED TO. ADJUSTME~F OF rnFFUSER PlN OR .ADJUSTMENT SCREW, R"~PLACEMENT .or PRESSURE COMPENSATING SCREENS. R£PLA.CEMENT OF r-JOZZL=::s WITH MORE APF·ROPR;ATE KADIUS UNiTS _ faJ\0 THE_ REPU.CEMENT OF NOZZLES WffH ADJUSTABLE ARC Ui~ffS. _._,_-, ' .. -... --··. TQTAI 'Y'l'M pj;f-,s, 1Rr i na:;,:, :~11M nr 41 aHRII !1?) PR•<SJRE REQIIJRED AT H>An jTnTAI PRESSUR• R[\lUIRED (SUM Of ll3 AND ij I 41 'STATlf 1,/ATrR PRrssuRE (FROM-ABOVE) ~E;;IDUAL PRESSURE (SUBTRACT t LS rpOM i ") S(T PRV OR MCV AT (fl 15 PLUS IO PS!l PRESSURE E1111ST ff p;:-ni IPLTI (!F1,:;_fllh + -:,,-,.-p,r) " 11.9 14 4'.fi IS 73.9 1C S4.0 II JO.\ -·--·----\8 NIA ,a N/A pn PS! P<:[ P<r PSI lpsJ pq FOR IRRIGATION DETAILS SEE SHEET L6 FOR IRRIGATION LEGEND SEE SHEET L5. LANCE SWEENEY CONSGLTING I Irrigation Desicn Water Managem-enl Ir:rigaUon Software 1:M-41 !la!IC"M t:..ii!. M. Suite-K Troie,;,ula, Cailfor!U-11-'925-iC 909, 695 · 2387 909•695·2-461 Fax Date: 5-15-97 Job No.: gso,3 PLAN CHECK SUBMITTAL 6'-20-97 PLAN CHECK SUBMITTAL 7-8-97 . BUILDING PERMIT 7-15-97 FOR BIOS 7-30-97 IRRIGATION REVISIONS /l}-2/1-97 Carlsbad City Library Cardwell/McGraw Arcll!tects Architecture Planning Interiors F .. 710ATION PLAN -··L2 1221 Secor.d Aver.ue Seattle WA 98101 206 622-2311 701 B street 11200 San Diego CA9Z101 619 231-0751 . . CMWD 90-C363 MATCHLINE SEE SHEET L2 -------- \ l - . -~•~~-••-•O•= I . . I I _J \ \ • •• z ·. " I ·• ., •• ·t-w if" ; :; . •. ·' • & " Sif j . ~-~ --+---~~~-.,·~-4:--:f·~~ . . ~-, "'"""' \ \ .. ····-• ·········· . t ..... ! -··~------.. " ·---~>'· ·•· ' "' --·-·''"'"··--·--·" ! • • .··-r····••·-· .. i-----~ ·• •-•-•~--: t --~-----·-•· --~--·'" -----+-· -------------~-•--- ,----••----••'-~----~ • I I I ·r · . I. . .. ·--t---. -····-: t~. ' . l l -~--····· · I : ---ttt-· ;-· I I --''-'-"·-~-~-.- -:- _11/{____ --- -------~L 1 l ] ,_ ------~---t----· ----~ ~~-- l 11/2'! 11/4" .. ·. -~ ·. .• ·•. , "•· • ; /· -· §' .. ,/f i NOTE: MAINLINE SHOWN WITHIN f'AViNG FOR CLARITY ONLY,. ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF HJ" OFF .ADJACENT H.ARDSCAPE AND O'HER OBSTACLES POINT OF CONNECTION SHALL BE THE EXISTING T 1/2"' RECLAIMED WATER METER. VERIFY THE ACTUAL LOCATION. SIZE AND WATER PRESSURE OF THE WATER METER PR,OR TO STARTING WORK. CONTRACTOR SHALL 6E RESPONSl9LE FOR COMPLE:E INSTALLATION OF ALL EQUIPMENT SHOWN DOWNSTREAM OF THE RECLAIM ED WATER METER STATIC WATER PRESSURE DES!GN W.ATER PRESSURE MAXtMVM lRRlGATION D(MAN-D REFER TO THE CfVIL ORA.WINGS OF THE WATER METERS 84 74 49 PSI PSI GPM FOR THE ACTUAL LOCATIO~J I TYP. .FOR IRRIGATION DETAILS SEE SHEET L6 FOR IRRIGATION LEGEND SEE SHEET L5 ' • IANCE SWEENEY CONSULTING irrigation Desi.a:n Wat.er Man.agem-ent Irrigation Sonware 21k-1la ~o -callr. Rd.. $uite t.:: Temee~l.a., C&lHornLa 9:tti:9(1 '90t1·69:J.•2367 - ~09•695·2467 Fax~ ··•~'. ·••1, -. < -. -" .-, 0 --' s:~_,-~ . . • • "m-1, (I 1. Dam 5-15-97 Job No.:·' 96013 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK SUBMITTAL 7-8-97 BU ILD!NG PERMIT 7-15-97. FOR BIDS 7-30-97 IRRIGATION REVISIONS . -· ' . ,~-20-97 / • . • Carlsbad City -Library • Cardwell/McGraw Architects Architecture Pmnning Interiors I I IIQ;\TlON PLAN 1221 Second Avenue Seattle WA 98101 701 B Street #200 San Diego CA92101 L3 206 622"2311 619 23.t-0751 CMWD 90-C363 I t I ~ / / f/ / ---- ,f LOCATION OF EXISTING DOMESTIC WATER METER IS NOT USED FOR SYSTEM .. ..:..---;,.·-... WATER METER. THIS PROJECT IRRIGATION REFER TO THE CIVL DRAWINGS OF THE WATER METERS FOR THE .ACTUAL LOCATION --~•-· ---..,.---;,•'~·-_7,.~1--NOTE . __ /!-' _ MAINUNE SHOWN WITHIN PAVING FOR CLAR1TY ONLY, ,/ ,,./ ACTUAL MA!~~UNE LOCAnON TO BE A MIN!MUM 0-F , • 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES / ? ,l ./ •' FOR IRRIGATION DETAILS SEE SHEET L6 FOR !RRIGA TION LEGEND SEE SHEET LS r LANCE SWEENEY CONSULTING lrrigali-on Design Water Management . Irrigation SDftw.e.re 2~1 Ri.ncb,;-!;elif. rw. '3<:dte, K Temec.tla. Califarnl;ea ~ "909·695·2367 909•695·2467 Fax Date: 5-'5-97 Job No.: 96013 PLAN CHECK SUBMITTAL 6-20-97 PlAN CHECK SUBMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 7-30-97 IRRIGATION REVISIONS Carlsbad City Library Cardwell/McGraw Architects·· Architecture Plar1ning 1.,+.,.,i.v... iU tii,,glaVI-Q ~ I I IQA.TION PLAN L4~ 1221 Second Avenue SBattle WA 98101 206 S22-23'tt 701 B Street #200 San Diego CA92101 619 231-0751 CMWD 90-C363 C ~ C, <, (:) SYMBOL T H F ~ ~ ■ ~ e • ~ e • 0 e $ "" .., NOT SHOWN NOT SHOWN NOT SHOWN - • NOT SHOWN NOT SHOWN [El -------- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER iRRIGATION MATERIAL LEGEND MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL 1806-SAM-NP-15-PRS POP-UP TURF HEAD .93, 1.23, 1.85,3.7 30 15 FT A 1812-SAM-NP-10-PRS POP-UP SHRUB HEAD .39, .52, .79, 1.57 30 10 FT A 1812-SAM-NP-12-PRS POP-UP SHRUB HEAD .65, .87, 1.3, 2.6 30 12 FT A 1812-SAM-NP-15-PRS POP-UP SHRUB HEAD .93, 1.23, \.85,3.7 30 15 FT A I812-SAM-NP-15EST/SST-PRS POP-UP SHRUB HEAD .61, 1.21 30 4X15 FT A 4X30 FT 1806-SAM-NP-PA-80-1402 POP-UP BUBBLER, TWO PER SYMBOL .50 EA., 1 .0 TOTAL 30 N/A ALL SPRINKLERS INSTALLED ON SLOPE AREAS AND FARTHER THAN 5 FEET FROM PAVING, SIDEWALKS, CURBS, TURF BOUNDARIES OR 8 OTHER PEDESTRIAN AREAS MAY BE INSTALLED ON PA-BS SHRUB ADAPTERS AND SCH. BO RISERS AS PER DETAIL PGH-ARV/3RV-02/04/07 PDP-UP SHRUB ROTOR HEAD PGH-ARV/3RV-03/06/09 POP-UP SHRUB ROTOR HEAD .9,1,8,3.7 l.0,2.4,4. 9 40 40 25 FT 30 FT A A ALL SPRINKLERS INSTALLED ON SLOPE AREAS AND FARTHER THAN 5 FEET FROM PAVING, SIDEWALKS, CURBS, TURF BOUNDARIES OR B OTHER PEDESTRIAN AREAS MAY BE INSTALLED AS PGS SHRUB ROTORS ANO SCH. BO RISERS AS PER DETAIL HCV SERIES AfN, TO BE INSTALLED ON ALL SPRINKLERS flEADS ON RISER ANO ALL HEADS WITH LOW HEAD DRAINAGE 8 P.0.C. 1 1/t RECl,IJMED WATER METER W/ A t SER\IICE UNE, VERIFY LOCATION, SIZE AND STATIC WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK N/A WEATHERMATIC 7000-DW SERIES 1 1/2" MASTER CONTROL VALVE C CAlSENSE FM-1.5 FLOW SENSOR, W!RE TO CONTROLLER AS RECOMMENDED BY THE MANUFACTURER D NIBCO T-580 BRONZE BALL VALVE, LINE SIZE PER MAINLINE RAIN BIRD 33NP QUICK COUPLER VALVE, INSTALL INSIDE A 1 o" ROUND VALVE BOX QUICK COUPLERS INSTALLED MAXIMUM DISTANCE OF 100 FT ON CENTER FOR THE ENTIRE LENGTH Of THE MAIN LINES WEATHERW.TIC 78024-B SERIES BRASS REMOTE CONTROL VALVE, SIZE AS SHOWN CALSENSE ET1-40-M, 40 STATION ET DRIVEN IRRIGATION CONTROLLER W/ RJ-11 PHONE JACK AND MODEM, CONTRACTOR 10 COORDJNATE INSTALLATION OF TELEPHONE LINE FROM BUILDING TO CONTROLLER ENCLOSURE. STRONG BOX SB-24SS STAINLESS STEEL CONTROLLER ENCLOSURE W.C.S. RG/RG-VR "RAINGUARO" RAIN SENSOR, MOUNT ON ENCLOSURE AND WIRE TO CONTROLLER N/A AS APPROVED 120 VOLT ELECTRICAL POWER, PROVIDED BY OTHERS, VER!FY ACTUAL LOCATION IN FIELD RECLAIMED WATER PVC PIPE 3/4" -S' CL. 200 AS LATERAL LINES 12" BELOW GRADE PIPING SHALL BE COLOR CODE'.D PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 AS APPROVED RECLAIMED WATER PVC PIPE 2 1/2" CL 315 AS MAINLINES 24" BELOW GRADE PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 AS APPROVED RECLAIMED WATER PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE ANO MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL {U.L APPROVED) RAIN BIRD ST-03 GREY "SNAP-TITE" WtRE CONNECTORS AND PT-S5 SEALER AS APPROVED All VALVE BOXES SHALL BE PURPLE COLOR COOED AND W.RKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 AS APPROVED ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTALLED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 AS APPROVED ALL CONTROLLERS SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 CALVE CALL OUT LEGEND ~----VALVE NUMBER ~-GP.M. ~----v,ALVE SIZE G H N/A J J K J.K,L l N/A N/A N/A CITY OF CARLSBAD WATER USE CALCULATIONS ZONE AREA ALLOWED ACTUAL Eto PLANT IRRIG SFT IN/YR IN/YR FACTOR EFF. ONE 30.00 44 0.8 0.7 TWO 20.00 44 0.6 0.7 THREE 10.00 44 0.25 0.8 10.00 44 0.25 0.7 TOTAL AVERAGE INCHES APPLIED EFF. RAIN 3.5 3.5 3.5 3.5 LANCE SWEENEY CONSULTING irrigation Oesicn Wat-er Management lrriCl).ti-O•n Sortw«r-E" 28M.l bn.d:i,o Callf. EW.. Su.I.le-K I Tem.~lilla. Califoml.a 92$90 90()•6%·2367 1 9'09•695·2467 Fax Date: 5-15-97 Job No.: 96013 PLAN CHECK SUBMITTAL 6-20~97 PLAN CHECK SUBMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 7-30-97 IRRIGATION REVISIONS 10-20-97" f"Of' /'£0)0 Carlsbad City Library C&rdwelVMcGraw Architects Architecture Planning Interiors LS 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street 1200 San Diego CA92101 619 231-0751 CMWD 90-C363 NOT USED E -NOT USED J N ■ -,■l'IJ1i DIM[NSIOH A B 1/2" TO 2-li2" l>I SIZE 111" 12" S' TO 15' IN SIZE 2.;· X SECTIOO VIEW -N.T.S.. C •• ~ FINISH GRADE U.T£RAL UIIES, SEE SPECS. CONTROL WIRES, SEE SP.:CS. UNDISTURBED SOIL PRESSURE ,.AIHUNE, SEE SPECIf1CATIOHS -PIPE INSTALLATION METER BOX W/ METER --------, SIDEWALK 1 CURB l --24"==--l APPROX. ~ 12" MINIMUM POTABLE SERVICE LINE-------# RECLA-IM_E_D_W_A-TE-R-IR•R-1-GA_T_IO_N_MAI_N_L_IN_E.,,,W/ SLEEVE _fl NOTE: VERTICAL CLEARANCE OF 12" MiNIUMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24° FROM FACE OF SIDEWALK WILL PROV1DE THE NECESSARY 1 Ql HOR!ZONTAL CLEARANCE FROM POTABLE MAiNLINE IN THE STREET. -POTABLE SERVICE LINE CROSSING ,· ' ' l , ,-l J, Jt _f • ' NOT USED ~-----FINISHED GRADE IN 11JRF AREAS ~----PLASTIC RECTANGULAR VALVE BOX Wl11-I 90LT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS' ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION ,,k m ~1-F!NIS/1ED GRADE IN SHRUB AREAS chi'ffi'm ~-,-= 24" WIRE LOOP PVC MAINLINE PIPE PER SPECISIFICATION ~=~--BRICK SUPPORlS '---------LANDSCAPE FABRIC ~--------3/4" ROCK, 2 CUBIC FT. ~--------------PVC MAINLINE PlPE TO t.li\STER VALl'E PER SPECS. AND PLAII. SECT~ON VIEW -N I S NOTE, iNSTALL FlOW SENSOR ,S PER !HE MANUFACTURER'S RECOMMENDATIONS, WIR£ TO CRRIGATION cmmmLLER. USE 45 DEGREE ELLS TO ACHIEVE MAJNUNE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. D -FLOW SENSOR - ~--STAlNLESS S'1EEL ENCLOSURE SIT LEGEND FOR SPEC!flCATION ~ RAIN SHUT-Off DEVICE, REfER TO , LEGEND FOR SPECIFICAllOlo/ i--7-~='----IRRIGATION CONTROUllR "' ~ GFI TYPE SWITCH W/ ON-Off SWITCH TERMINAL S1R!P AND CONTROL w;Rts I" PVC ELECTRICAL SWEEP FOR FLOW S<::NSOR WIRES EPOXY SEALANT CONCRETE PAO AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. Jiiji.,...-FINISH GRACE ' , i ) I _..-3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES 1° PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES l-------3/4" X 915' COPPER GROUND ROD CONNECT AS PER MANUFACTURER SECTION Yitw -N TS CONTROLLER ASSEMBLY STREIT SURFACE ------, POTABLE MAINLINE-------, (SEE iMPROVEME~'T DRAWINGS) t 3.5 FEET 12" MINIMUM REQUIRED VERTICAL SEPARATION V SLEEVE RECLAIMED W/1.TER IRRIGATION MAINLINE ~(fj';I NOTE: ALL RECLAIMEO WATER IRRIGATION PIPING AND SLEEVES SHALL SE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PR/VAT[ IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 -POTABLE MAINLINE CROSSING ! NOT USED ~-----FlNISHEO GAAOE IN TURf AAEAS ~----PLASTIC RECTANGULAR VAf_lfE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "1//1' ONTO LIO. W.STE CONTROL VALl'E, SEE LEGEND FOR SPEC. I ~ FINISHED GRADE IN SHRUB AREAS i-;;_ I . fl"'""'"""l\V,!,~l,!iff-----24" WIRE LOOP VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED ~--PVC MAINLINE TO FlOW SENSOR, PIPE PER SPECS. i---BRICK SUPPORTS ~------BRASS UNION ~------BRASS NIPPLE TYP. ~-------LAIIOSCAPE FABRIC ~--------3/4" ROCK, 2 CUBIC FT. ~----------------PVC MAJNLINE PIPE FRO~ BACKFLOW PER SPECS. NOTE: SECTION VIEW N J S USE 45 DEGREE ELLS TO ACHIEVE ~INLINE DEPTH FROl.4 UP-STREAM SIDE OF THE W\STER VALVE ASSEMBLY. C -MASTER CONTROL VALVE ,------FINISH GRADE IN TURF AREAS PLASTlC RECTANGULAR VALVE BOX wrTH BOLT DOWN COVER, USE STAJ.NLESS BOLT, NUT, AND W.SHER. BOX TO BE PLACED AT RIGH, ANGlE TO HARDSCAPE EDGE. HEAT BRA~D "RC'/' AND CONTROL STATION # ONTO ;::::;c:!!:::;7r---V/>,L\'E iD TAG -~~~~~=i,.,,,_,t~---_-_-_-_-_ PVC THO. ELL SCH 80 PVC CONTROL VALVE ._-----SCH 60 PVC NIPPLE JYP. ~~--BRICK SUP!>ORTS SC/-1. 80 UNION---~ H - Qi-----IRR1GATION ~INUNE ~------3/4• CRUSHED GRAVEL TWO CUBIC FEET ~-------LANDSCAPE FABRIC SECJJ:Qtf VIEW -N,T S REMOTE CONTROL VALVE LID. ~-------LOW VOLTAGE WIRES, 3 t.lAXIMUl.4 ~---OUTER CASE OF CONNECTOR L STRiP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT-------------J NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. -WIRE CONNECTION r 12" NOTE, --,------SHRUB ADAPTER SPRAY HEAD, Sf:E LEGENO Fm:! SP[CIFlCATlON , ' :---------SHRU9 ~!S£R /oSSEMBLY, SEE LEGEND FOR SP"ECIFlCATION ~;g--------SECURE RISER TO STAKE WITI, STAINLESS i'l S'1HL "PU~CH-LOK" CLAM!', TWO REQUIRED y_K=:q--------SPRING 1"PE AIITI-DRAI~ VAi.VE ~----~ SCH 80 P'r/C NlPPL.£, LENGTH AS REQUlREO FINI-SHED GRAD£ ;~~~ ----UND!STURBEO. SOil Jil~JE 3 18 IS ,,---SCH 40 P\IC THREADED COOPlJNG J:1311"'ilf :;:;;'jli=:11~ PRE:-ASSEMB.LED TRIPLE SWING JOIN1, PVC UfoE,MrtJtH o8Tl.~G&~ ti~H ¥bPT iJNiP lrdlNIMUt-f SIZE AS PER SPRlNKLER OLITLIT. Ir SCH' 40 PVC SkS:ICT TEE FITTING LATER.Al x SPRINKLER fNLET SIZE r-LATE~ u~~ .... SEE SPEC1F1CAnoNs j FOR l'!'PE ANU DEPTH REQUIRED ---n-.:'--,r1----.. 1NST.i.Ll SPRINKLER HEADS 12'" FROM FENCES WALLS OR BWLOlNGS. DO NOT iNSTAI...L SPRlt-lKlER Ht:AD WITHIN 3~ OF PAVING, CURBS OR TURF EDGES. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO covrn LANOSCAPE AR.EA WITHOUT DVERSPRA.Y ONTO PAVING, FENCES, WALLS OR BlJlLDINGS. 8 -SPRINKLER ON RISER NOT USED NOTE, ~~---FINISHED GRADE IN TURF AREAS ,---=:--PLASTIC ROUND VAL V£ BOX WITH BOLT DOWN COVER, USE STAINLESS BDLT N\,'T AND W.SHER. HEAT BRAND ·ocV' OITTO LIO. QUICK COlJPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUS CLEAR VALVE BOX GRADE IN SHRUB AREAS _,,---BRICK SUPPORTS :C---DURA PRE-.SSEMBLED SWING JOINT Wf!H QNE PIECE BRASS 1.4IPT NIPPU: MOD. # 1-A1912 'r--"-' "-J-__,_ __ MAINLINE, SEE SPECS. 1-------H4 x 3;t' REBAR STAKES, ~ REQUIRED '----------L/>J'IDSCAPE FABRIC ~---------3/4" ROCK, 1 CUBIC FT. SECTION VIEW N I S, lJSE TEFLON TAPE ON ALL THREADED FiTTINGS lYPICAI... QUICK COUPLER VALVE SH.lLL BE APPROVED FOR RECLAlt.lED WATER ONLY G -QUICK COUPLER VALVE DIMENSION A B C D l/T TO 4• IN SIZE 315' 24" 24" • SECilON YlEW N T.S K -SLEEVE INSTALLATION NOTE: --------INSTALL SPRINKLER HEAD FlUSH WITH FINISHED GRADE IN TURf AREAS ' i--------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION 1/'r ' ' INSTALL SPRINKLER HEAD 1 /'i' A80V[ flNiSHED GRADE IN SHRUB ANO GROUND COVERS AREAS UNDISTURBED SOIL PR£-/\SSEM8LED TRIPLE SWING JOINT, PVC rf\'~ WITH 0-RINGED JOINTS, MIPT INLt.1 ANO MIPT OUTLET LAY LENGTH TC BE o MINIMUM SIZE "5 P[R SPRINKLER OUTLET SCH 40 PVC SxSxT TEE FITTING LATERAL • SPRINKLER INLET SIZE LATERAL LI~~,_ SEE SPEC!FoCATtONS FOR TYPE ANLJ DEPTH REOlJIRED INSTALL SPRINKLER HEADS 15' FROl.4 PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER 'I-IEADS 4" FROl.4 PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER0 HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO CO\/tR LANDSCAPE AREA IWHOUT OVERSf'RAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. i/ ' A -POP-UP SPRINKLER NOT USED ,------FINISHED GRADE IN TURF AREAS A ■ ,----PLASTIC RECTANGULAR VAL VE BOX WITH OOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO 8£ PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND • fN' ONTO LIO. ~-BALL VALVE, SEE LEGEND FOR SPECIFICATION I ta- ' . ;,-1~ \rn1111;i 11 3!/=IH __:_m ~ FINISHED GRADE IN SHRUB AREAS PRESSURE SUPPLY LINE DEPTH AS PER SPECS. ~---PVC MALE ADAPTER BRICK SUPPORTS '-------BRASS UNION '---------BRASS NIPPLE ---------LANDSCAPE FABRIC NOTE: sr~c.TI_Q_H_Y!_EW ___ N_I_S _____ 3/4" ROCK, 2 CUBIC FT. BOX TO BE !NSTALLfO AS TO ALLOW FOR PROPER OPERATION Of BALL VALVE iNSTALL AT RiGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. iNSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. F -BALL VALVE LANCE SWEENEY CONSULTING II frrigation De.sign ·wuter M&n.13..(ement frr:i.cation Sort-ware l._ 2EHl41. i!u11cho C..t:ll'. Rel. S11IW g -reiue<:ula&. Caali.fo.mia ~:.~ I 909-·695·2367 / 909"•695 •2-4-67 Fu Date: :,-1s-97 Job No.: 96013 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK SUBMITTAL 7-8-97 7-15-97 7-30-97 /0--2 0--97 • BUILDING PERMIT FOR BIDS IRRiGATION REVISIONS i,rDSC-4 s.f\JRLDC,t !,/~:.•.-· -'(t .I~~ ~;;r~ 1~ Re~l"wllo{ Do, te ~)-7-"7 be1,ie , CAW: Carlsbad City Library CerdwelVMcGraw Architects A.--chttecture pt,ai-,i--m,g Interiors I I IJIA.TtON CE"' All S , L6- 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA92101 619 231-0751 -CMWD 90-C363 ' ·:'.cc~ LANDSCAPE PLANTING NOTES: GENERAL REQUIREME,NTS 1. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT' WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL. IN THE OPINION OF THE OWNER'S REPRESENTATIVE, THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPT ABLE LEVELS AND THE DESIRED RE SUL TS ARE LIKELY TO BE OBTAINED. 3. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CAREFULLY CHECK VERIFY ALL DIMENSIONS AND AND SHALL IMMEDIATELY INFORM THE OWNERS REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 4. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL IITTENT OF DRAWINGS. -I •I I • -I -I -I -I / ---~·- __ r EXISTING TREE -/--...... _____ \ I I U_ (TYP THIS 5. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY SOAKED. I -., ,' I -~ ~•-~~j,.,1 ~ .,_ • _,,\._'>.'•,_, -•• -, ;··, ,.--,-~ ..... ~~. l'.,/c, ' ' I I ' ~ I I ! I ' ,--, 6. PROTECT EXISTING PLANT MATERIAL DESIGNATED TO REMAIN FROM DAMAGE AT ALL TIMES, AND MAJNTAIN DURING CONSTRUCTION PERIOD. 7. BEFORE EXCAVATION, VERIFY LOCATION OF UNDERGROUND UTILITIES. CONTACT PROPER AUTHORITIES FOR INFORMATION. 8. PLANTS SHALL NOT BE PLACED WITHIN 12" OF SPRINKLER HEADS. TREE LOCATIONS TAKE PRECEDENCE OVER SPRINKLER LOCATIONS. CONTACT OWNER'S REPRESENTATIVE IF A DISCREPANCY EXIST. 9. PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. PLANTS ARE TO BE FREE OF DISEASE AND SCARS, AND ARE TO HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER. PLANTING MASSES ARE TO BE FILLED WITH PLANT MATERIAL AT SPACING CALLED OUT, PLANT CENTERS ARE SHOWN ONLY AS A GUIDE TO PLANTING PATTERN. DEEP WATER LEACHING 1. FILL IN ALL DEPRESSIONS. VOIDS, EROSION SCARS, OR SETTLED TRENCHES GENERATED SY THE DEEP LEACHING WITH CONDITIONED SOIL, LEAVING A FINAL FINISH GRADE SMOOTH AND EVEN. GENEARAL PLANTING 1 PLANTING AREAS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING. PRIOR TO EXCAVATION OF HOLES. !F UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, NOTIFY THE OWNER. EXPENSES FOR REPAIR OF DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITI-1 ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMITHANOLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. PLANTING SOD TURF 1. PREPARING SOIL: REMOVE ROCKS, WEEDS, DEBRIS FROM AREA TO BE SODDED. WORK UP SOIL TO A DEPTH OF 6 INCHES, AND BREAK UP ALL CLODS. 2. LAYING SOD: LAY FIRST STRIP OF SOD SLABS ALONG A STRAIGHT LINE (USE A STRING IN IRREGULAR AREAS). BUTT JOINTS TIGHTLY, DO NOT OVERLAP EDGES. ON SECOND STRIP, STAGGER JOINTS MUCH AS IN LAYING BRICKS. USE A SHARP KNIFE TO CUT SOD TO FIT CURVES, EDGES, SPRINKLER HEADS. 3. WATERING: DO NOT LAY WHOLE LAWN BEFORE WATERING. WHEN A CONVENIENTl Y LARGE AREA HAS GEEN SODDED, WATER LIGHTLY PREVENTING DRYING. CONTINUE TO LAY SOD, AND TO WATER UNTIL INSTALLATION IS COMPLETE. 4. ROLLING SOD: AFTER LAYING ALL SOD, ROLL LIGHTLY TO ELIMINATE IRREGULARITIES AND TO FORM GOOD CONTACT BETWEEN SOD AND SOIL. AVOID A VERY HEAVY ROLLER OR EXCESSIVE INITIAL WATERING WHICH MAY ·CAUSE ROLLER MARKS. 5 IRRIGATION WATER THOROUGHLY THE COMPLETED LAWN SURFACE SOIL SHOULD BE MOISTENED AT LEAST 8 INCHES DEEP. REPEAT SPRINKLING AT REGULAR INTERVALS TO KEEP SOD MOIST AT ALL TIMES UNTIL ROOTED. AFTER SOD IS ESTABLISHED. DECREASE FREQUENCY AND INCREASE AMOUNT OF WATER PER APPLICATION AS NECESSARY. I - I --I I • • -· ..JI -I • • I ■ I • • I I \, _J ...__ I - / - I \ ' \ / \ ·-·-·-·-·-·-·-·-· END OF NOTES i;,></~INa. ,n,.e.e;~~'l:i&s,--__;.'----~------'-""'"----~-------' 4 GP,,,,:;,.;~'""" ~ ~ PP-~l"-v'lfO Planting Plan I H 2 O" ~ 0 20 30 40 . '-•.-.. '-,\~,--:<'" . ,, \.' "· \. .. ·-· I / "--'-. ~ -~ / '\ ' ,J / ' \ ' \ J --- I J ( C C □ . ,-, [ 1 I , _ I ......... PLANT LEGEND SYMBOL TREES 0 + ~-- D ~. SHRUBS 6l 0 e ·'.D 8 ,v ~·4 ~· . L.--...-...-~~ ,;,11~ r-' 0 e ~~ ~ ~ ~ .. . BOTANICAL NAME COMMON NAME Eucalyptus sideroxylon Red Iron Bark Melaleuca nesophylia Paper Bari< Meleleuca Platanus racemosa Calilornia Sycamore Quercus agrifolia Co2s1 Live Oak Schinus molle California Pepper Tris1ania conferta Brisbane Box Cistus . p11rpu reus Rockrose Ceanothus 'Yankee Point' NCN Westringia',Wynyabbie Gem'· NCN Cyperus papyrus Papyrus Echium 1astuosum Pride of Made, r a- Elymus glnucus NCN Ju ncus pa tens Californra Gray Rush E r1ogonum giganteum St. Ca1herine's Lace Heuchera maxima x H. sanguinea Coral Bells LiQL.:S!rum japonica Japanese Prive1 Mahonia pinnata California Holly Grape Phnrmium tenax 'Rubrum' New Zealand Flax Rhus inlegrifolia lemonade Berry Rhus integrifolia Lemonade Berry SIZE REMARKS 15 GAL SEE DETAIL l-rt 15 GAL SEE DETAIL l-f/ 36" BOX MULTI-TRUNK SEE DETAIL L-1/ 96" BOX FIELD GROWN SEE DETAILL-11 15 Gft.L SEE DET/l.lL l-11 24" BOX MATCH EXISTING TREES SEE DET/l.lL l-11 5 GAi 5 GAL 5GAL 5GAL 5GAL 1 GAL 1 GAL 5 G/l.L 4" Po1s 5GAL 5GAL 5GAL 5GAL 5GAL SEE DETAIL L-/1 5EE. DETAIL L-1! SEE DETAIL l·/1 SEE DETAIL L-/1 SEE DETAIL l-11 SEE DETAIL 1.-H SEE DETAIL L-/1 SEE DET ft.IL L-11 12" 0.C. SEE DETAIL L-!1 24" oc PRUNE AS HEDGE SEE DETAIL L-11 SEE DETAIL L-11 SEE DETAIL L-11 24"0.C. PRUNE AS HEDGE SEE DETAIL L-i'l 4' 0.C. NATURAL HABIT SEE DETAIL L-1t ® Ribes speciosum Fuchsia flowering goosberry 0 0 GROUNDCOVER ~ ~~/ ~ y. I .t ;~ ~ VINES Romr.eya coulteli Matilija Poppy Rosmarinus otticinalis 'pros1ratus' Salvia leucantha Yf:jeea f@Ct1FL ifelia Acacia redolens Prostrate Rosemary Mexican Bush Sage NCN Helichrysurn Petiolare 'Lime Lite' Ucarlce Plant Fragarla chiloensis Wild S1rawberry Hedra helix English Ivy rvlyoporum parvifolia NCN Tiff-green Hybrid Bermuda Tur1 Cissus rhombifolla Ficus pumi1a Humulus Lupulus SEE DETAIL: 10/L-11 SEE DETAIL: 11/L-/j Grape Ivy Creeping Fig Hops SEE ARCHITECTURE DETAIL: SHEET A51 5GAL 5 GAL 1 GAL 1 GAL 1 GAL FL/l. TS FLATS 1 GAL SOD 1 GAL 1 GAL 5GAL !-l-1-1-1 HEADER METAL EDGE MOW STRIP ROOT BARRIER <:-Irr ~/#-G',PJ--~e,.40 'l:l'!'t> ~ 1elo SAl"ialff/&' NOTE: SPREAD TYPE 5 MULCH [FIR BARK), 3" DEEP, lN ALL SHRUB AND GROUNDCOVER PLANTING AREAS EXCEPT 2:1 SLOPE AT WESTERN PROPERTY LINE. #, 9!'.'i-1"'.:oL. 1t<!i;,-cA-re-s <'P-CUl-/,t~ h 1')';,-:7" ,..,? c -""'." 1 C N , SEE DETAIL L-11 SEE DETAIL L-11 w\ROOT BARRIER AS SHOWN 18" o.c. 3'0.C, SEE DETAIL L-11 SEE DETAIL L 1f 6'0.C. SEE DETAIL L-H 12" O.C. SEE DETAIL L-I1 8"0.C. SEE DETAIL L-11 12" o.c. SEE DETAIL L:1I 36"0.C. SEE DETAIL L-fl SEE DETAIL L-11 SEE DETAIL L-11 SEE DETAIL l-11 Date: s-15-97 Job No.: 960_13 PLAN CHECK SUBMlTT AL 6-20-97 PLAN CHECK RESUBMITTAL OAiE ,. , Fl~VIS-IOl'IIS ANDREW SPURLOCK MARTIN POIRIER Larr,dscape Architects 71-0 13th Street #315 San Diego, California 92101 1619) 233-3324 Carlsbad Citv librarv ,Carcl\vell/['dc:3ra\v AJchi"lects .A.rcl1itecture P:ar.ning ln1erio~s PLANTING PLAN l 7 1221 Second A\/f!OJe Seattle WA 98101 206 622-2311 701 B Street San Diego CA 92101 619 231--0751 PR.I 010009010'.3,0 , * o; -· j -" MATCHLINE: SEE SHEET L 7 •••••••••••••••••• • • • • :(' ------- ·~ : 1t_~;~:=~=s~:1- ~--:-v=y~_-~ .,- ·, ~. / ~ Xl,,.,'c,,'¥ , - .-... , / // '\ .... ·, ___ /,/_,,__ -.. ·. BOX AND STORE ON SITE EXISTING JACARANDA. REPLANT \N THIS LOCATION._ , .-L __ t---- / . ·' {. / ,· , ,-. ,. \ ,/ }: ~-... !---l----- • I • I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ SIGN PER ARCHITECTURAL PLANS-------' 13 EXISTING PALM TREES TO BE REMOVED - AND D1SPO~EO OF AT THE_ DIRECTION O,F THE OWNER. L7 SEE SHEET L•/t> FOR PLANTING IN THIS AREA ,: :-: ---:< : -:-.-·~ -": : ~-:----;-~--~. :--:.-.. ·; ~--~ , ...... _.,__ -:-.:. / // Planting Plan I ,. 20' I ~ 0 20 30 40 PLANT LEGEND SYMBOL TREES 0 BOTANICAL NAME Eucalyptus sideroxylon Melaleuca nesophyli a COMMON NAME SIZE REMARKS Red Iron Bark 15 GAL Paper Bark Meleleuca 15 GAL 36" BOX MUL Tl-TRUNK + Platanus racemosa California Sycamore 51',£ .,;p 6= H □ SHRUBS Ell ~ 0 8 f F'-f ~ ® 0 _l;,<c~'/; l.t-":A (:\::-.:,..- GROUNDCOVER HEADER METAL EDGE MOW STRIP Ouercus ag rifolia Coast live Oak Schinus molle Califomia Pepper Tristania conferta Brisbane Box Cistus purpureus Rockrose Ceanothus 'Yankee Point' NCN Wes1rinqia'Wynyabbie Gem' NCN Cyperus papyrus Papyrus Ech1um fastuosum Pride of H.;daira Elymus glaucus NCN Juncus patens California Gray Rush Eriogonum giganteum St. Catherine's Lace Heuchera maxima x H. sanguinea Coral Bells 96' BOX 15 GAL 24" BOX SGAI 5GAL 5GAL 5 GAL 5 GAL 1 GAL 1 GAL 5GAL 4" Pots Ligustrum japonica Japanese Privet 5 GAL Mahonia pinnata California Holly Grape 5 GAL Phormium tenax 'Rubrum' New Zealand Flax 5 GAL l!.\flJ:\ ,Megrifolia Lemonade Berry 5 GAL Rhus inlegrifolia Lemonade Berry 5 GAL Ribes speciosum Fuchsia fl owe ring g oosberry Romney_a coul',er! . Mati!ija Poppy Rosmannus offlcinal1s 'prostratus' Salvia leucantha \1ueea l'eetrF¥ifelia Acacia rcdolens Prostrate Rosemary Mexican Bush Sage NCN Helichrysum Petiolare 'lime lite' Licorice Plant· Fragaria chiloensis Wild Strawberry Hedra helix English Ivy Myoporum parvifolia NCN Tilt-green Hybrid Bermuda Turf · Ossus rhomb1foHa Ficus pumila Humulus Lupulus SEE DETAIL: 10/L 11 SEE DETAIL: 11IL11 14GPJ Grape Ivy Creeping Fig Hops SEE ARCHITECTURE DETAIL: SHEET A51 5 GAL 5 GAL 1 GAL 1 GAL 15 G.'":l 1 GAL FLATS FLATS l GAL SOD 5 <3At J GAL 1 GAL 5GAL 1-1-1-1 ROOT BARRIER err,-&r CPisL"~V.P STO. f'P,,Ouef' ~-f?'C r;f Pf it~_! _ NOTE, 1. SEE SHEET L9 FOR PLANTING NOTES. 2. SEE CIVIL DRAWINGS FOR CURB HEIGHTS. 4Y:--,'f-ZL INc ;(Are,<& per-e-ot,,\TIDN ~ [J.?t'.CA,1,:) i-,j. FIELD GROWN ~l~-N::7/'<r-C· MATCH EXISTING TREES 12"O.C. PRUNE AS HEDGE 24" O.C. PRUNE AS HEDGE 4' o.c. "IATURAL HABIT w; ~ ~~­ _/¥., -"' t-l. . 18" o.c. 3'O.C. 6'O.C. 1Z'O.C. 8"O.C. 12" O.C. 36"O.C. Date: 5-15-97 Job No~ 95013 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-/5·17 10-Z0-"17 DATE --:"'=,~-"',"~,---~-,-·-. -- ANDREW SPURLOCK MARTIN POIRIER Landscape Archi!ect,s 710 13th Str~e,t #315 San Diego, C.a!ifornia 9"2101 (619} :233-3324 Carlsbad ·City -L[brarv PLANTING PLAN LS 1221 Second Avenue Seattle WA 98101 206 5·22-2311 701 8 Stree.t #200 San Diego CA92101 619 231-0751 I CRIB WALL PLANTING: n'Y . .A.f't::.1-i O'NG,C;, & !.6,::....-r-.,,!-I of' t,k,µ ~ (J_Y ... ). NOTE: MOUNDS TO BE FORMED OF SOIL STOCKPILED ____ __; DURING ROUGH GRADING OPERATIONS AND COVERED WITH 6" MINIMIUM OF BACKFILL SOIL, SEE DETAIL 5/LIO . AND MOUND DETAIL ON THIS SHEET NOTE: SPREAD TYPE 5 MULCH (FIR BARK), 2" DEEP, IN ALL SHRUB AND GROUNDCOVER PLANTING AREAS EXCEPT 2:1 SLOPE AT WESTERN PROPERTY LINE- PLANT EVERY CELL OF THE CRIBWALL WITH 1 GAL. PLANT AS SHOWN IN DIAGRAM ON THIS SHEET. I 2- £ ~, i:ih £ II £ £ Cribwalf planting. Typical Not to Scale Top of cribwall 19-,. Vine (typ. this symbol) ~ Bottom of cribwall \L-_!IJ Planting Plan l Ls - ' / I " ~ 20 30 20' 0 40 L--.✓- LIMIT OF WORK \ \ \ I I I / RIB WALL PLANTING: Date: s-'-15-97 . Job No~ 96013 PLAN CHECK SUBMITTAL 6-20-97 PlAN CHECK RESUBMITTAL 1-'8-11 7-15-17 PLANT EVERY CELL OF THE CRIBWALL WITH 1 GAL. PLANT AS SHOWN IN DIAGRAM ON THIS SHEET. ~ AA CHILDRENS GARDEN SECTION A 1'= 10'-0" PER LANDSCAPE CONTRACTOfi'-~ EXISTING SLOPE I I I ft NOTE: LANDSCAPE CONTRACTOR SHALL STEP THE EXISTING/MANUFACTURED 2:1 SLOPE FOR PLACEMENT OF SOIL AA C) MOUNDS AT MANUFACTURED SLOPE. PLANT LEGEND SYMBOL TREES 0 0 + -s- D SHRUBS $ 0 • @) 0 V ~--~:"·;~} 0 e ~ ~ ® 0 R=•v0'.('"'~c1;1, '(,Ct •Y';- G) UouNDcovER ES:SS1 ~ ~ -~l e:zz ~ VINES. HEADER METAL EDGE MOW STRIP -/ -1--1-1 ROOT BARRIER BOTANICAL NAME COMMON NAME Broussonetia papyritera Paper Mulberiy Eucalyptus sideroxylon Red Iron Bark Mer alcuca neso phy!ia Paper Bark Mel el euca Pl atanus racemosa California Sycamore Quercus agrifolia Coast Live Oak Schinus molle Calilornia Pepper Tris1ania conferta Brisbane Box Cistu s purpureus Rockrose Ceanothus 'Yankee Point' _ NCN - Westringia'Wynyabbie Gem' NCN Cyperus papyrus Papyrus Echium fastuosum Pride of f,./a.Jeir&- E!ymus glaucus NCN Juncus patens California Gray Rush Erjogonum giganteum .:>t. Ca1herine's Lace Heuchera maxima x H. sanguinea Ligustru m japo nica Mahonia pinnata Pl1ormium 1enax 'Rubrum' Rhus intog rifoli a Rhus 1ntegrifol!a Coral Bells Japanese Privet California Holly Grape New Zealand Flax Lemonade Berry Lemonade Beriy SIZE 36" BOX 15 GAL 15 GAL 36' BOX 96" BOX 15 GAL 24" BOX 5 GAi 5GAL 5GAL 5GAL 5GAL 1 GAL 1 GAL 5 GAL 4" Pots SGAL 5 GAL 5 GAL SGAL SGAL Ribes speciosum Fuchsia !lowering goasberiy SGAL REMARKS MULTI-TRUNK FIELD GROWN €-1;;.t,. ~?. STANDARD MATCH EXISTING TREES 12" O.C. PRUNE AS HEDGE 24"0.C. PRUNE AS HEDGE 4' O.C. NATURAL HABIT Romneya cou lteri Matilija Poppy 5 GAL '.,.fa.,,,;,~ .►..A~,::.iz-~ ~WH--' Rosmarinus officinalis 'prostratus' Salvia leucantha 'i'ccca I ecuh ifo:ra Acacia redole-n.s Prostrate Rosemary Mexican Bush Sage NCN Helichiysum Petiolare 'Lime Lite' Licorice Plant Fragaria chi!oensis Wild Strawberry Hedra helix English Ivy Myoporum parvifolia NCN Tiff-green Hybrid Bermuda Turi Cissus rhomoilolia Ficus puml!a Humulus Lupulus SEE DETAIL: 1 OIL 1f SEE DETAIL: 11/l11 Grape lvy Creeping Fig 1-'o ps SEE ARCHITECTURE DETAIL: SHEET /151 1 GAL 1 GAL 1 GAL FLATS FLATS 1 GAL SOD 5GAL 1 GAL 5 GAL Cl -Y e;f a'i",.S e,;.p '911::'. ~ '~II' ~/'"-I"!~ ' 18"O.C. 3' o.c. 6'O.C. 12··0.c. 8"O.C. 12" o.c. 36"O.C. . "'"' Fl~'l{'.SIONS AN DREW SPURLOCK MARTJN POIRJEh Lands.c.ap-a Arch'tscl!',. 710 131h Street #315 San Di"'JO, Calilomi'I 92101 (619) 233·3324 Carlsbad Cit1i librarv ,A,chitectute Planning !nt:Sriors PLANTING PLAN L9 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA92101 619 231-0751 ' ' ' t---'-----"----__J' '' -, ' ' 7, ' ' ' ' ' ' " ' ' ' ' ' ' ' -' ' ' ' '. ' ' ' ' ' ' ' ' ' " ' ' ' ' " -- ' -- ' - . _, . . ' - ---- -0--0 • MAIN PLAZA PARTIAL PLAN 8) 3/32' c; 1-0·' -- '' ' - l--0 ,., ,., ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ) ,. '. ,, -· ,?';.~_ ~~ -J ' -• '>·-.,~ T: ,•_.,, ..,. ' . . '·-.. ' -- 7 . ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' -- ' ' ' ' I ' ' I T I C ' T Ii ' ' ··~--- ' -' ' ' ' ' " ' ' " ' ' ' ' ' ' ' ' 7 -- ' ' ' ' ' ' . ' ' .:. ' ' ' ' ' ' ' ' ' ' ' ' ' " ' ' ' ' ' " ' ' . ' ' ' ' ' n ' ' ' ·- ' ' -- _/'----___ _,,)("---___ _,,) " ' " " -~ ' ' " ' ' T " - - ' . ' , ' ' ' ' ill" . ' ' ' ' ' -' ' ' ' ' ' ' - ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' '' ' •. ,, ' . ' -- ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' ., ' ' ' ' - - ('------~_,,TT,___ ___ _,,; SEE SHEET l-'1 FOR PLANTING LEGEND SEE SHEET i.-11 FOR PLANTING DETAILS rbf'E'.-· Pf"'~ ,.,,e: i,a:PnON of ~AJ<: ~ "31-IAJ.-L-~ -s-r~o H rl e1.-D f'Y LA~i:O AF<>H I ~"'f,' --s'!'Me,,,L 1~c,a,,~ ~i,u-.nn~ -.-~ L?Z-Ar~!{ ' ' ' '' ' . ' ' ' ' ' ' ' • ' . ' ' ' ' ' ' ' ' -- / ' .... ~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' f7 ' ' , ' ' ' ~ ' ' ' ' 11,-l-,-l, ' ' " ' ' ' " ' ' " ' ' ' ' h-Yr '' u...w ' ' 1-'rYT lrti: ~ _LJ_ ' ' ' ' ' ' ' ' ' " ~ ' ' ' ., ' -, ' ' ~ ' ' ' ' ' ' ' ' , ' ' ' ' Date: 5-15-97 Job No~ 96013 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-JS-'17 DATE AE\l'ISIONS ANDREW SPURLOCK MARTIN POIRIER landscape Architects 710 t3th Street#315 San Diego, Ca!ifamia 92101 (619) 233-3324 ~ ,--'; _ '1-/rl . '- ii,-0--F-,.-_I,:-: 4_--•. ~- Carlsbad cay Library ,A.rchi•t,ecture Plannin,g_ 1n1ertors ENLARGED LANDSCAPE PLAN 1221 Second Averoie Seattle WA 701 B Stree1 San Diego CA L10 98101 206 622-2311 92101 619 231--0751 PR..1 OtM0901030 ' CD '-+t-----1 \ ; RQOTBALL r.:;:--.-, ·~,J ;"4:, ''-" .0., v' (5',, \J /~. '.___) (,'\ TREE TES 'V LENGTd r'>.S RECUiRE:J 0 -(2) LCDG-=:-::::01._Es FOR 15 GA:_. 24", ANJ 36~ 36" BOX ONLY CD SET ROO"i"BAL!,, 1 ~-AE30VE ~INISH GRADE 0. f.tl:LCf-; :2." nFrTrl MIN.· ® 4" [A:1 II 8lRIJ, Fl.~MLY COMPACTC::D ®· Fl Ni SH GRADE (j) BACl{Fl:_L [/IX SFE Sf'ECS Ci) !=)LANTING TABLETS, SE~ NOTES (BY,1:JT---i:2)iX ~OOTBALL @NA riv-= SOIL ~ SLOPE BCTTO'.t QF PIT -:-0 SU'.tF, TYF, _ ,4.··,.:.:1u,\-t DR/di"~ IN PLANTING ,ta.REA, ~L,\STC FLA.--;-DRA.~I," f-.T F."'.\'ED SU=c'f A,:::E.S. S~::. §~-:.:I ICA.TIO\'S 4" FF: ?EPFDR,!..T~!) P:PE PIPE WRAf'F'FD l.\l Ii!_ 'lli E.::..CKF'LL MIX AS SP:....Clc ![D (3""'1 ; 2" Dl . .'1._ SUM?. JRI:..}_ -:-o 3-:J'' \....:./ IJl.::LC"·N i3C/I TC/·,·1 O~-PIT. FILL .-----i® Pf-N'-[ L 2, 3. 4 5. ~ c.'<=-~ . Me1al sdg e at grade break. see Plantrng Plan, Srade break Grading ta be 1isld verified by cwr,e r's r,a prese-ntative. lff, ~1'-1'1,1.t-1 . rr .. =tlli II~ mr _I I. 2. 4. 'i-.-,.. ' ..., ' ,::., , 2 Tree Planting with Groundcover N;:i1_ tc Scai-e · Rooiba!I. \/'later ho!di:19 berm, ti' height. Groundcover pranting, see ;:ifantirig schedule for spacing. 2" Depth mulch Rem2!nir9 methods p-er de:aii ilk 11 - 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. _ 5~ ____ 2M~o-""-u.;,!n.!,!d2.s--2.i!..!.n__,C,c,h'-'-'i"-'I d,,_,r__,,e'-'-'n,___' s"----"'C'""o'""u,_,_rt....,_ ____ -,---___ _ Nol lo Scale 6 Shrub Planting Nol to Scal.e / ~ .. -. ~. -- ' "\,. ,r- 1/ I 01"--lbWAvv I k -{I) Jf': ----l½ > r-=-~ ~@:ll'fi'~ ® ,f r-6) ~..l.,.t-("----.J-==t--€> 9 Vine Pianting :, ot t,, Scale 1. Concrete wal1 2. Vtne, cut back to 1' hefght a1 p!a11ting, remove nursery stake or trems, attach vines to wall wi1h vine 1ies 3. Rootbal!, set crown of vine a1 I' 16CNI:: _\%ib\-\ ~ti[;_ 4. Backibll mix 6. Plant tab!ets 7. 1 1/2 , Rootball depth min. 8. 2 .r Roo1ball diameter min. 9. 'Y !-11~h water holding ber·m. 10. Finish 0round tevol. 'I. z• Depth t-/Wi.C-i-1 Section_ Plan 10 Redwood Header not to Scaie Shrub ,,.--~- ; L., "1 <" 3 Roo1ba!r, se~ crown of -- ~ /'f} ~ (I ! , -'lw,,c-~ '-·'°''''''': 1=ii1'';1'.,,41'·,;:--\_ /\ 11 I . ii /_. ® \ / i 11 /. //.,/ '! / / Tree Planting in Parking Not :o See.le shrub at·\¥ Al'i'.lVt F'lNol-\Gilz:Aj?f_ BackiiH mix P!3r:I tabl-ets, see Plar-~j.'")g Motes. z" depth mulch ''' ' h Id' ' " 11Jater ,o mg oerm,3 height native subg rad a Minimium wrdth: 2x rnotbal! width. . '' 2. 3. 4. 5, . 6. Rootbalr, set crown cf tree-...,,. fa.E:V\/e:.-- finish -grade al !op of curb. Raised curb: see hardscape ;::i!ars by Architect. Finish grade. 2" Depth mulch T ree-_rJit depth, depth of rootbal!. Surface C; scii 2" below t-:ip oi curb. Rema1 ning methods per detai i 1 tL-1.1 1- 2. 3. 4. 5 6. 7 s 9 10 Shrnb rco:bail, se; crow:, of sr,rub at \" Af;(Nf_ fH'I\SI-\ Si~· Backfin •r.11x 2 X Rc:'.'!'.bali diameter rr.in. -6~ Mimimum deo1h baalow rootbail. , Plar.t tab:e~s 1.'" Dep,h mulch Gro:Jr:dcove; Equa! qiang~J!ar spacing, see-plae1t schedule. Shrub spaci!lg, see p1ant schedu!e. 7 Shrub and Groundcover Planting ' ! ·• x 4" Redwood Header, Notch to curve as necessary 2. · I x ,z. x lb ' Redwood Stake· set 1" below grade, -'-'0" 0 (' '. ,, _ ✓ """"· -2_., V-" ,. . ~-.--;-,,,-:-' -~ _;,., ,,...,_, ,_. 3.f2)1 Od galvanized nall 4. ~ Plan1,ng areas, or gravel mulch, see landscape prans. S. Notch !or cutvt:!d secth.m 6. Splice, bLllt jo:nt. 1" x 4 '<3' O" Redwood at each -splice loca1io!l. t;ot to Scale 11 l\.~etal Edge Not ~o S.:::ale 1. 2. Metal heaaer aluminium edging, 3/16" thick, 5 -I /2" wide, b(acK ailodlzed finish ;n.siaH9C: per manufacturer's recommendations. Metal s1al<.e alumin•um hne stake, J 2 • I /2'' long, 1" wide, black anodized flil;sh inst.sHed per mandac+u:-e ··s recornrn e ndatiu7S. 3. Top or ~dging -2~ anove finish grade. 4. Compact sorl adjacent to header to 80% relative density 4 -+'------1'1'' <..J ~'---(~)--.,,, ''----_,) AdOI./E 1·,1.h. C~) :11 >'J<' ·,;r; -:-"'-~-E-=-s- sE:: ~,c-:-:::::s ,---.-~ . :;. ·: ::1 :-\'•,'Tl H:Z-:;..... / --\JU I B/'i._L C_/ ~, ,:·-2_9.) r·,J.A-,v:: SCiL 8 :SJJFT =30T-D'./ o~ P;-TC} SU/,', -i y::::. NOTF R':J/,t.,lt~!~-JG t,.-1::11-ccs ?ER Ct,,,:,._!'_ ';'i...11 Tree and Shrub Planting on Slope Not to Scale 8 1. 2. 3. 4 5. 6. 7. 8. 9. 10. 12. Shrub Roctball, se1 crown of shtcb at I" ~E: f\\...'l::!t-! G, R-'s\?E C·Jrb Redwood header, see detail /0/Ltf ~a:,, v=-- 36" Groundcover extends to centerEn e of hedge. 4' -6" from centerline of hedge plant 10 face of curb. 6' from h-eader from face oi curb. Mai ctaln face of le edge to 5:1 slope at header. Remaining methods per detail fdJ, ;1 .. Hedge with groundcover at parking edge Not to -Scale 0® /4, / ~1'~· <li\/ / .efx" ,' \'-..:; } / ' / -,..:\ / / ., _ __,,,---=--= ,~{,-•-+~_,:'..:,,'., r.-"--21' 1 --=-· '.,, I -~·11 i]-:::::_ •. ;,-----:_=-·, -~-•_1...!........:! --: ,,~ --=--"i"' . --1.r-=--= - ,i'.8 ,~, ,,✓-"2, -j '.-:J \...~./ :'B1 '~ 8 ,+) '--0' '0 , I ' ~, ,,-,_ G:) ( r-(£(cr, !;t;,; 8\(B /' ··. G) 0") 12 Goundcover Planting Not to ScaJe 1. 2" Dep1h mulch 2. Top of soil ls 2" below surface o! pavement. 3. 6" min. depth ot prepared soil 4 Equal O.C. spacing in triangular patem, as noted on planting scheciule. 5. 1 /2 of typical spac, ng to edge of pavement. 6. Edge of pavement 7. Plant 8. C omoacted subgcade. Date: s-1s-91 Job No~ 96013 PLAN CHECK SUBMITTAL 6-20-97 -PLAN CHECK RESUBMITTAL ~. ·'. 4 I "!Tr· er-.<'O'JT:::f.~L TC BE ,__.. • " H:::;~;::~ i,""'..~t-,; 5AC-<FiL_,_ ~JOT. ~=-t-.,11"-.:r-.:1v:; M[TH)QS ::;~p nE-ti.l_ 5/!_ff <IE\l'ISIONS ANDREW S.PURlCCK ~•N POIRIER Landscape Arch.ilects 710 t3th Slreet 11315 San Diego, Ca1ilo.ri1.i.a 921 oi (619J 233~3324 Carisbad Cty library Carcl\vell/kleGra"v Arch1'lects ,<\rc:hitecture Planninq Interiors PLANTING DET Ali..S L11 1221 Seca Id Averoe Seattle W/4 9610' -206 622-2311 701 B Street San Diego-CA 92101 619 231--0751 / I Existing Theater 5 -6~~f----__ L =------ ol "' <')' "' ------:N' EX'STING PARKNG -. -~j " "'· N -0 8 0-iil CRiBV\/AU .. -. SEE CIVIL DRA\/li'iNGS FOR DESGN PARA,VETERS. •~All TC BE cNGJ·..EERi=D c BUILT BY co:-...TRACTCR. -+ i MECHA>'ICAL EOUPMENT BUILDJNG r SEE ENLARGED PLAN ON SrlEET A2 Library ----------------------- -------------------------------------------------------------··-·· --------------------------------------· --------------------------------------.••· tC:5~ "_c C: :- -.,. ... -----"'-----_,._ -· -- N 0•03·00• W 834 63' / ---> -----=:; ....__ __ _ '° j '° l Auditorium ~=~------- N 0"44'11' E I 34, 50' EX6TING PARKING 0)-=.t U . ~r--------_____ a_---__ .. ·~" © . '~--l SEE CIV'.L DRAV·.'INGS FOR REWORK CF EXiSTtNG PAVING A"-JD CLR3S IN SC-UTH LO'. !'--E'vV .::-Av'NG SHALL MAKE SMOO-,h TRA"5:TICN TO EXIS-il\cS. NEW CURBS SHALL AUGN Wt'i-"i EX!STNG . CON'RACTOR MAY NOT :;_:sE TH':S AREA FO;: S7 AGING OR PA.:?Kl~G AND $i-;ALL MA.tNTAIN IN LSEAB....E CQND:"'"ION A M~IMUM OF 9 5 -PARKi~.G SP.ACES AT A."".:1 ON= TME FOR USE OF 5µQP~!NG C~TER cusiorve;;,is DLJRJNG CO-"-lS'R' .. JCT:ON. V.ANT AIN SAFE, LNOBST~L!CTED ACCESS ;::ROM PAR<lNG TO T~E Sµ()PPING OENTER. UPON COMP£-ION OF ALL PAVNG f. PATCH!NG IN S-OUTJ-J _QT . CO'lTRACTQ;, St-ALL -~RQViDE A SLU<RY COAT TOPPING TO cXISTNG PAVING AND RESTRiPE S0 .A.CES. STR!Pi:\JG AT ALL NE'AI .A. C. PAVING 5,-JALL MATGI EXiSTl:\IG ::OLBLE :...:NE STi;_E OF EXiS~'NG SCL"11-l LOT. PRCTeCT ALL L-ANDSC,6-Pti'..G, ~ T!LTES AND LiGh TING F!XTLQES :JJR!"~G CONSTR~CTION, E")(J$7'1~G l_!GhT!N"G FIXTLRES TO REW.AN OPERA Tir--.'G AT ALL -:-:~ES AT CUR-:<EN"T LEVELS ()F L0GHTiNG. N cor,rRACTOR SKALL NOT OB.:,: -<".JCT PAQK'J\.'G ON ADJACENT __ -, PQOPERT':' J~NG COf'.JSTRt..:CTION , CON'RACTOR S-iAL.:.... NCJT USE ~i-;15 _A.;;'EA FOQ PAQKl'\IG CR ST A'.,;NG , SITE rPLAN SCA:...Er 30' t---- j I ------------- □-:.~_ .. _________ _.,=·.·-=~--~-~~""c~,-~-~ -------<; -, .. ·-' ------------·------------------------------------------------·-· --·-----_-__ . --__ -------------~-.. --c-c:: -c:: c;--:c_ QC -c:c 0•-: c;:I : C -0 -----. -------. ---------------·-------~----------·-·----· -·· -··------------------------------------ ------------------------------------------------------·_:!:L.·=--=· ": u-_~:.~= _-=_ o::::' :::·:.-'::-:b=·:.~ __ -· jJ. ~. -~-= ·:-a-·----~_..a. ~ -~~--:~-u_:..:· _ :::_a...:· · ------------- 8'-8' l ~-· ....,......,..,_ o (I) "' 0 ('ll. ,o <I). -0 : 0 ------------- ------------··-----. ------------------------------. . . -. ----------, ---------~ ------------------------------· -------- 2U 20' 24' 20· 20· () • ):3 ID 0 r---(0 -0 {() ;r., :rJ ,_ ___ _.._ ___ __,'---'k b /' --:-t-t------- 24' b .., ,c, • I 0, I i "" I 5' • I ' • 20' · :. 24' CJ / -FR'F:F _ STANDb~'G _ Li8RA~.. \AONUVENT SIGN FER 4 A57. I / SEE ENLARGED SITE PLAN CN SHEET A3 ~ \ / ------,'-----SEE 5'-lLARGEO 5 1-:-E P:.AN ON SHEET A4 / CR'BWALL . SEE C,W~ DRAVl'-GS ~oR DES'GN PAQAVETERS. WALL -o BE ENG'"EERED AND BUILT BY CONTRACTOR. 7 -----"""'-~ LIGHT POLES ON BASES PER Si-lEET E I , TYPICAL . GENERAL NOTES PA.R!<I~ D:V~SIONS SHOWN AR:= REOUIRF....0 DESGf\. DiMENSiOr--JS . 5E CVIL DRA'..N!-\JGS FOR ~AR<iNG AND 8'.JLDING LOCATION START!-.G PCiNTS. 2 . T~ PRoPER-:-: UNE ;5 TI-E BOL.L~At;?i FOR T~ UM.ffS OF T--IE ·~\'ORK UN.....ESS o;.....:EQV1,'/SE NOT~D, 3. Tf.E CCNT;?ACTOR MAY ~SE Tf.E cA<KiC\G AREA 0-.. Tl-= ::AST S!DE OF THE BU,D:NG AND/OR DOVE LA\JE FOR SC AGJ.,.G CF CO\STR'.JC-=-ION. !F -:-1--E CON-:-QACTO< ELECTS TO -JSE DOVE L.Ai'-E !T -V.c.JST BE F::r-...c::o -SEE SoECIFICA TIONS POR OET Aii ... S. ST AGING A~J PARKING AREAS MU.ST BE /'.-,PPROVEO BY Ti-!E Ai<'Cl--tT'.::C' 0 Ri0R TO CONS'Rl.JCTiOO . IF DOVE: LANE 15 :JSED IT .\fi'.JST BE COlv'.PL..E'EL.,., REPAIRED AFTER corv.0 LETION ' 10 A CO"-JDIT:ON EQL'.AL TO T~ CC.'-JDIT:C..'N AT "Tl-£ BEGl"!Nil\.,G OF A PROJECT . REP A\/E IF REQUIRED BY 0\f.i:'-IER'S REPRESB'{T ATIVE . 4 . ALL CONSTRLlC•!ON TRAFFiC Si-ALL ENTER E DEPART T!-E SITE VIA 0O\/E :.AN::: . DO NOT LSE !~::R!OR 5TQEET Ti-----!R0UGl--1 H---IE Sl-JOPP1r--..G CEt,fTER . 5 . PROVIDE EXPAI\.SON JOINTS AT ALL AREA$ V--/--IERE CONCRETE OR GRANITE /v1EET BU-IL:HNG V'~ALLS . 6 . C-0'-fTRACTOR 9---jALL SE('.,Lll:?E Tl-!E VVOQK AREA WITl--1 A ~-iNlt.Jl:JV, 8 ==;. 0---ib.:N L.Ni<. F-E:NCE. c.Xi5TiNG ON S T2 ;=~~CE \tiA Y 3E UTLED FOR ;"1-----<!S ~c.JR'.='OSE . SE S?ECJF!CAT-0~ $-ECTiON O j 500 ;-::09 ADDlTIONAL ::?EGu :<E~~is\r·s . LEGEND r,PICAL Date: 5 -· 5 -9 7 Job No.: 9601 3 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID Carlsbad City Library Cardwell/McGraw Arch!tects Architecture Planning Interiors ARCHITECTURAL SITE PLAN 1221 SecorKl Avenue Seattle WA 98101 206 622-2311 701 B Street lf.200 San Diego CA921D1 619 231-0751 1 • -• I -----'.-~---------' .. . ' rr----===r--------,----'-i --'-------------+--~1.--"' b "'_1 _I ELEVATION B .___·_. _, . -----~-. -....J • ' .. ~ b "' . . FLFVATION C ' ' 'L..:. _ _:__ ~· ----__ . __ _.J ELEVATION D ' --·__, -. --. ' --i:------__J --~--------------- ----EQ. -------- ----a_[. - . ' . . "' . ELEVATION E I I I . EXTERIOR ELEVATIONS SCALt:• : /8" • ! '-0"" . .. ' "' b ' "' 1,"111H_ !ilii11+--~e-+--METAL GATE Ii ,ii+ 11·; b i; i' " II · 1 "' ro. G\ PER~ b 7 A5B 2' INSULA TNG CONCRETE OVER 2·· INSULA-ON BOARD MN.-----, SLOPE i .'..:!."/FT' MN. SLOPED STLCCO COVERING , / -ERMINA TE WI CASING EF...AD . T .0. BLOCK I II {GATES l TRA •O ,::, 'l-, i -;:· i 1-z-,- ' SECTION A 5CALt:• 114· • 1 '-0" 12" C.M.U, W W/ STi.JCCC ON I EXT~RiOR FACE ENC~CSJ<E ON., f--------1/1 4" CONC. SLAB i (2<:)00 '°SI MIN. l+'-+-+-' 27'-8" ! 6" -6° BEYOND I i · . .-"" .. . ·,: J ! 2" C.M.U. '/\'~LS WITI-< J'f: STUCCO ON EXTF:RIOQ cACE / \\ OF ENCLC$..RE ON.. Y 54'-0" :---------, :~ICAL ;..J0USEK:I=..£PNG I i FADS -SEE S...--RLICil..iRAL :];:·A/1/~'JGS --.._ I I 1 ' ' \ 26'-4" I 0 _ Dt.UPSTER , TYP . OF (4), N. I. C. 6' ' CCRRL)GA TED Si-EET - --+-"I<-MET AL GA TES -SEE JETALS i2, !3 e-!4 .--' Si-EET A5 7 ~ ; O' 4" El'/OW D'TCH S= CIVJL ::JRAWNGS ------.. CR!B WALL SEE C)VtL D~AWlNGS 7 A5B ' Date: 5-15-97 6-20-97 7-8-97 7-15-97 10-20-97 \ iii . T O =ocK c,=-r, ··= d b FIN. FLR. B.O. 'vVALL ra,,J r ' "' b N A2 JRA!NAGE Si/~'AL..E. SEE CIViL .JRA',"-llNGS . PRO\'DE I / 2'" EXP.ANS!QN JOINT Bf·,·wEEN SWALE c BlJILDN:; WALL . CR!BWALc PER _/ --'Ir-CIVIL DRAWINGS 5-15-97 Job No~ 96013 PLAN CHECK SUBMITTAL PLAN CHECK RESUBMITTAL BUILDING PERMIT FOR BlDS FOR REBID 1o b (LJ,4~~ Tl?ASI-; ENcLosURE.---:----:-11=~+:::'..l--1--___;.-1--~::::::~·.J-w--i---h-------.-0----.----.---.,......--.---- i • - -1 4" CQ1'.'(;, SLAB is I ' EO. , a·-, EO. ( 2 OCC FS! MIN . ) ---~ ,F----,J.<->------+-f----,f- 1 I ~IRE JEP/'-.RTr ... m--r-7-:TEC70R ,,/ f Cl-ECK VAL VE -SEE 0\/IL -~ OR.A•NNGS ------------' Z ~ PA!NTED RED CURB 'N/ 'l-.'c>-!ITE LETT~S TO ~AD "- u <( 1'0 PAl?KNG F'RE LA'\E"--+t---tt--------1 ( 2 l CUR9S:DE RETURN BOOK J'aJITS ----------11-t--*~------., f \f: _:;E:0 ;yo. 6" WIJE CURB 8" CONC-'<ETE 3--0CK SCRE=N v'/ALL Wi STLCCC COVS<!!-.~G ON OtJTSCE OF Ef\CLOSJRE C\l\ll,.. 'f 6' OJRB, TYP. 6 ----·Jt----1 ~7 5'· 0" 5'·0' SEE CI\/IL JRAWl'.'GS --------111-----if-----l / TYP. : 2IT "NDE CURB SEE Cl'v'IL DRA"NINGS ---------~ ,(X) F~RST FLOOR PLAN SCALE, ;/8" • I '-0" b ' ,o b "' b ' io b io b ' io io 7 w C ' :_ • .J a COWROL JOIN-,- SE'c 71S' 5 A57 ~ 7 CONTROL JOINTS PER .,----. 6 A57 ~TYP. 6 A57 '---l../ TYP. A \ Carlsbad City Library Cardwell/McGraw Architects Archltecture Planning Interiors MECHANICAL BUrLD!NG & LOADING DOCK PLAN SECTION & ELEVA T!ONS 122'1 Second Avenue Seattle WA 98101 206 622-2311 701 B Street 41200 San Diego CA92101 619 231·0751 I I I -··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··--·-··-··-··-··-··-··-··-··-··-··-··-·· / / ~F MOL.NOS I OF MO\J',IDS ---- / \ / r-CR16Vl'All FB1 ' C:VI. 9WGS. 5 2d0"0- TYP. ca-JC. WALK PER~ /5(:;c;QEARC l'>l 51CEWALK ---+-~ I / / STEEL @ GATE PER 15 A5 STARTil'-.G POINT FOR MOIJ',;D LOCA TIOf',1$ AT BUILD:NG COR'sER I I ~ MOLNDS I \ / --- 52d0'0" :"'f?. / . ' 5 2d0'0" / TYP. / -------X ------- / -----12• CMJ SCREl:N WALL '7'-7 112" ' I ~ OF MCILNDS WI !':XTERIOR SOLICCO SEE ST-'\JCTL.i<AL DETAIL 18/S I B · --, TW•190.88' TW· I 90, 88'' TYP. , / 52d0'0- T"fP. / TW-191.0 • TIP. ,1...---00NCRETE WALL PER ' ~-----<'-DARK cl>ES NJICATE WEAK36l C1.Al'E JOW-S " OONCRETE SLAB SLl3STl<A TE . SEE 7 IS I fOQ DETAILS . LOCATE GRANITE EXPA."6QN .K)iNTS ABOVE TI-IESE AT 30'~0"' O.C. MAX. DO / NOT CL'T PAVERS AT CONfl<Oi. JDM' cOINT ,o FOLLOW RIJN!\lsG BCNl PATTE2',J I I / / / ·-.... _________ _ x.,L--=="'---X------X / ----· ---- / ;---____ ,;-~ ...---LANDSCAPE ~"' SEE LANSCAPE DRAW"'-65 + -/ / [@] J<--,,;---T'rl'ICAL SCU.PTLl<E LOCATION . FINAL LOCA •lo,J AND Cil!Er>-T ATK)N PER ART'ST AT Fl8.D l>IST ALLA "TIO'< , N.l"IB32 ------'~=--= TO BASE SCf-Elu.E PER I 2"-IA:::5,:.9c..:... ___ _ r-- N "------c= v,ow a.~ EXTEt,I) 2 4• ffi BELOW GRADE PER 7 A5 G.F.R.C. SCREEN WALL PER~ f@4 GLASS BLOCK IN OPf3',J GaLS OF THIS PANEL ONLY A57. I S24 PER~ ~ ~---CONCRETE WALK---, PER~ MOLN)S 6' ;..iGµ STEEL FENCE PEI<~ T,F, VARES ~-I T\l'l· 202, TW•202 ,00' i 2" CW SCREEN WAa. = EXTERIOR s,u= -SEE sw~C""LIRAL DETAI. I 81S I 8 , F MOUNDS '----A. C, PARKNG PER Cl\/1. D\l'IGS. Date: 5-15-97 Job No.: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK FESLIIMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID Carlsbad City Library Cardwell/McGraw Architects Architecture Planning Interiors ENLARGED SITE PLAN A3 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA92101 619 231-0751 -· ' -?:t )!I --ll '! -- '"'.- ·-:a • ,::1 ,_, ·-1 !~t ,_ -, ' ~- ~--· -------------·- BASE 5 ' 0~~,' '~~"\, ·=-., ) u 00 E ..;.---- 5 A57 TYP. b 0 P:;;r.JVIDE SL.PPL Y AND RET..RI\I Lll'ES , COt,C'IETE 0 0UNDA 710N AND REII--FOQCING FCR ART'ST'S WATER FEA TL.RE . COORDINATE 1N FIELD -~-1~iTl-i ARTIST, SFE 9!A5 9. 0 CONTRACTOR IS TO COCRDINA TE ! 4 SQ:A.RE FOO'_ B....OCK --W'T CF DA \/!!"JG FOR INST ALLA TIO\f OF ART 'NOPC . PA VC--./S ARE TO BE CcPED ARCUND ARI s-:-0\E, ~FER "'."C 3t:!AL 9/A59 FOR LCCATCN, DE-:-AILS AND EXTE!\T OF l'IO<K REOLJRED . --E J_/ \ rAC-E Or r\lt.ASOr\lKY D.~ L!NES :ND1CA TE 'fyEAK"d\/ED PLANE _ JONTS ~ CONCR:::1t:: $[_AB 9.J857RATE. SEE 7 /S 1 ~oR ~A!LS. LOCA ~ GRA~ITE ~PANSlO'N JOINIS A2:JVE T1--.ESE AT 30' -OTT O . C . }AA)( . X-NOT -:)_ T PAVER~ A7 CQNTROL .. /)a\,) - JOINTS :0 FCLLOW RUNtclNG 80t-D PA~N--•---1 t--- Auditorium ' Library A57. t- TYP. '-1--E.J. Co \ A5 71---l~----- -I OT!'P. o· ' "f/ o o a o o t o o o o o o -,PICAc PLA~'TER SEE CVIL DRAWNGS EQ. EO. ll------~oR DiMENSIONS o --~---!------- DETAILS A57 '-...'I./ TIP. ---E: ' ..., . 6'-4 3/8' □ Gallery 5 O" 5 VA'\' ACCESSIB ::: PARKING SPACE S\GN PE"< 9/A5 7 A-L.!G"-4 IN,T-µ c..._9-.:"E_Ri..JI\E CF sPACE E. I o· 6" CONG. BANDNG 7 A5 ACCESS PARKl!\IG SPACE PCT' 91A5 7 A'L IGN-' CE". TERL.INE OF SP , ,/P.CJF 7 .2"CONO. BAN01'G a· o· A57 --...J../ TtP 24'-7" 2 A57 TY"OAL SLOPE PAVEi.JENT '.0 8E FLUSI 1 1/1';Th 21 MAX SLOPE N DIRECTION 7 ,JRQi ' . ACCESSla.E PARK WelEEL STOP PER CITY ST AJ...DARD PROV!OE PAVING N PATTERN /JS SJ.-DV,JN ..;.;;..;;.;...;~~_,~E. J. b ~-4. WIDE BLUE TRAFFIC PAl'-lT TW . EQ. EO. GRANrTE PA'v"ERS TWICAL 6' 9 I 1 -I / 1A57 ~TtP. 10 A57 ,4 _ _L SEE CIVIL ORA'~\''i\ ALL CONCRETE C / ~SIGN ' . / / ~' ENTRY PLAZA .... ~ ;;;;;~~~~==c::==c::=~;:::;;;;~~================================================================================== SCALE1 Ii I 6" ~ · 1 ·-0'' Date: 5-15-97 Job No~ 96C; 3 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID Carlsbad Clty library Cardweli/McGraw .Architects Architecture !-'ianning lnteriors ENLARGED PARTIAL SITE PLANS 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA92101 619 231-0751 ~ I I @ __ k tD'-8" ., . ---------ltl,-- 1 :! [J]J] 111 ,,, m '.1' 'I ,., ,I, 0 ITQTI 0----"kA-~--r.:::;::::-~~-~;::;::-:d------Ml I ' -,-----7---- I' [ill} • ' ' ' SB I Lll.tl [@] 0- 0 ' 08@@) F~RST FLOOR PLAN 9-EET A8 ~ 9-EET A 9 0 q) I @) i I I I I@ I! l;ITlJ ' --It I I i µ2\1:J ;; 111 r ' I ' ' 146 ■ I i 1po I • □ 0 ' -! @ ~ ~ ~ 0 ~ ~ I ' I I I I ' -----t------'L ___ .. --~~~~. 1 ' ' ------1!1---- : Om I I I ~ 22'-0' le 13'-3" /-" ' ' i __ I _____ I __ ! I ---t-'---~-----0 I , I • "" ' "' ' ---® / . ______0\ ---:--\.:_/ ' I : : I 166 f : -L ---CJ ~--t---Gl---£1------!- =4~ I I i / , .... " t [I " LI • I (1][] ' n ,I JI " c:::-=::::::'J • @ • I ' 0 ' ' ' ! i I ' ' @) -------0 --------------0 ------+-----0 Date: 5-15-97 Job No.: 960: 3 5-15-97 PLAN CHECK SUBMITTAL 6-2£HR PLAN CHECK AESUBMITT AL BUILDtKl PEFUT 7-15-97 FOA BOS 10-.2()-g7 FOA REBID I AREAS OF I -1-IOUR RA TED C0NTQLJCTI0N lFiirrst lLeveil Room §ielhledl11J1Ile 101 ARCADE 102 ;.>ECEIVING 1 04 MECHANICAL <I0OM I 05 ELECTRICAL ROOM 106 STORAGE I O 7 C0VMUNICA TI0NS ROOM 108 i09 ! 10 I 1 I I I 2 I 13 I 13, 2 : l 4 1 1 5 I; 6 I I 8 :20 MAISiTENANCE OFFICE COMPUTER SERVER OFFICE COPY ROOM E_EVATOR E0UIPIVENT CORRDOR C0RQ!DOR STAFF TOILET STA:'F T0JET STAFF T0i..ET STAFF COPY STORAGE WO;:;?K ROOM OFFICE OFFICE (I-LC.I CENTER .'vEDIA EOUPMENT ROOM WORK ROOM I 2 I 122 123 !24 125 128 !29 TEMP0RAf<Y PLATFORM A<IEA STORAGE I 29. I 130 ! 30. I I 30, 2 130.3 130.4 : 3 i 132 133. i33.2 134 136 i37 138. I !38 138.2 139 140 141 142 143 544 145 145. I !46 l47 148 149 ISO 152 153 154 (55 (56 !57 158 159 160 161 163 164 165 166 i67 SI S2 S3 S4 S5 S6 S7 S8 El E2 STORAGE AcJD !,-OR ILN VESnEU-E VESTISLLE "OYER F0'YER VIDEO PRODUCTION ROOM' SO!JNJ l<OOM JAN!TOR c'0YER WORK ROOM 0--lECK ~ OUT C0U\ffER WORK ROOM WOMEN MEN 300K DROP READNG ROOM READING ROOM MAlN I-IALL BOOK SECURITY Cl-ECK ENTR-Y WOMEN MEN STORAGE BOOK SALES FRIENDS WORK ROOM ELEVA TOR EOUPIV-ENT VESTIBLLE MEE~ING ROOM STORAGE S:0RAGE GALLERY WORK ROOM GALLERY JANITOR CI-IILD'S TOILET (1-1 • C . ) CI-IILO'S T0I_ET READING C'EADING C0rviPUTER ROOlv1 O--IILDREN"S OE5K WORK ROOM OFFICE READiNG READNG STA;R •I STAIR •2 (ROCF STAIR •3 STAIR •4 STAIR •5 STAIR •6 STAJR ., STAIR •8 STAFF ELELVATOR P\JB._IC ELEVATOR r;fJJ· AA ,J~,~-8 M, 'V~ * "> ACCESSl Cw-lsbad City Library Ca.rdweli',h,AcGra.w Architects Architect.re P!aming Interiors FIRST FLOOR PLAN A6 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B streei 11200 San Diego CA 9210! 619 231--0751 &--- @)---- 0--- cp 0~ @r j ' 0-------' - ' I= i! I I i ; 0-------I --!----- @ ____ • -- 0 -_, -, I ' ' I I ' ~, I -I-,+------: ---+----------~ l,.oi" ; ' ' I ' ! i I ! I - ' I I I - I cb @ 0 @) 1 r-i _04_ 11 ' t I ' ' ' ' ----;-----1 --·--------------7 ---------------------~ S-m Al2 SI-IE A13 ---' ' ' ~ - I I I i I -------0 ' ' ' - ' ---: --:---~---+---j-----i --~------+---+ _, ~ ' ' -~ -----® C ' I --' ' -I I I I -' ' I ; I I I ' -I ! i cp 0 0 I 1 I I 151-EET ' Al 2 , Sl--l;E, T Al 3; I , .a. ,/2 , I ; I i '' I -____ ,_ _ _ l ___ t===::o===JL ' ' l ' I 0 ! ;;_:-=-==~=:::::::==~==~====;i---~===~ I'. I! I -I -, I I -,i, I_; 1: ' I ' ,_' I I I -i I ' I ' I -' I ' ----0 00 ' I I I I 0 8 '=====;,--------------- i ! '. 0 ----0 ----0 ---------0 0------~•=+======:::t::======-c:===±J __ L';_====l=======l=====I===-:::-: :!========'__;._ --------------------------0 I 0--------r--~-~ I. I I.........._ j I 1 oecb SECOND FLOOR PLAN SCALE• I I I 6-• I '-0" I 0 @ 1'' i' " I! I (i ' 06@ I ----0 I ' 0 cb f I Date: 5 -1 5-9 7 Job No.: 960, 3 5-15-97 6-20-'n 10-20-'n I 201 202 204 206 207 PLAN CHECK SUBMITTAL PLAN Cl-ECK RESUBMITTAL BULDt-lGPERIAT FOR BIDS FORREBD AREAS OF I -HOUR RATED CCNTRUCTION DECK STAFF ROOM STORAGE WOMEN MEN 208 ELECTRICAL CLOxT 209 2i0 JANITOR' CORRIDOR STAF TOiLET CH.C,) STAFF TO!1£T STAFF SHOWER ELEVATOR LOBBY ASSISTANT DIRECTOR COPY ALCOVE ACCOUNTS CLERK BOARD ROOM ADMINISTRATIVE SECRETARY RECEPTION DIRECTOR COMMLNITY RB.A TOINS READING READING READING COMFUTER ROOM INTT:R-LIBRARl' LOAN REFERENCE SLPER'✓ISOR 2 I I 212 213 214 215 216 217 2,8 219 220 22! 222 223 224 225 227 228 229 230 231 232 232 _ ! 233 234 235 236 237 238 BACK 155...JE/Re=ERENCE ST A-FF WORK ROOM READING READING READING WORD PROCESSING ROOiM STuDY ROOM STUDY RCXJM COPIER CCMMUNICA TK)NS ROOM Carlsbad City Library Cru-dwelVMcGraw Arct-Jtects Architecture Pianr1ing interiors SECOND FLOOR PLAN A7 1221 Second Averue Sea.t'Je WA 98101 206 622-2311 701 B Street i200 San Diego CA 92101 619 231-()751 "' "' N b ' B. 9 f-'r-- 0- 0---'k------- 0 "' N j \\ -"''I.---~ F .1 f---'k--~.- / b 2 10-8' _L b ' "' 91 ~ ,,__ _____ ---'f1 b ' <0' "' al· "'' -. I I I I I I I I I I ' I I ' ; ' l + I ' a 7 I I 0'-8' I I I I I I qv I I'-4' cm i.1·.- m ! I '01 I ' ' \ ·-~ 6 · 0 ~IRE Sf'?!f',KL.B? b ' "' Rl5ER PER ~WMB!t,G DRAWl'IGS cp 8' Fe= BOX F13I El£C TIP \, f----,---12 co_L A62F~ T'r'P ' ' -----@--- FIRST FLOOR SECTOR A PLA~ SCA.£, 118' • ''-0" 0 r--r---r RAW A55 2 9' -4' ws, 2 A26 b EacnP. FOLNJATIDN PER STRUCTIRAL I 113 I SEISMIC .DINT ,o 0 4.5 14' -8' '-4'1' -6'-8' ' [1Il / g . ' . I IJI!8 I I .c. mTI 14'-8' 5'-4· ..t M.O.' L RAN LEAIJB<S 5'-8" I F.E.q. ~ ,.,,,,., ~ 39' -2' 0 . 5'-4' 4'-8' .--2'-0' -¥---;:,-.,;,..-,,"-'-~-,f-/_, -M.O. CMJCO'fTRCI_; 17· FER STRl;JC-T -ALK,,'I __ V/1 OPENI\G : i - !I I ICY-8'" M. 0, '[ I I 2 lJµJ I . C. I I' B' I 1•-',i<--"'-'-"'--'--'--'+:;.--+ --',( / VYS9 ---__ ....,,ii" __ ---------------...,.,,i): I ~=l::'.'ALLSAFE=-+-- WS14 I 7 MEG-I A27 i A62 Et-U. ABOVE i 1-."'iR I ! 4' -8' t ! ; ' J ,P! ' I IE! I : ' u B ~c_D D KEY PLAN Da.te: 5-I c,-97 Job No.: 96013 5-15-97 PLAN Cl-ECK SUBMITTAL 6-20-97 PLAN CHECK AESUBMTTAL 7-8-97 BlJL.DING PERMIT 7-15-97 FOR BOS 10-20-97 FOR REBCl lLeg:emdl: 0--- 11011 PAC?TITION Tl'PE REF . A I 7 ROOM MJfJSER REF . A l 7 . ! DOOR 'IJMacl< REF . A I 7 @) ~ 'N"'ERiOR ELEVATION r-LME< 51-ffT r-lJMEER lFinrs\t ]Fl(l),or §e~\tor A lPZ oc m §ce h e1il u n e 101 ARCADE ; 0 2 RECEIVl1'\lt.3 ' 04 MECi-<ANICAL ROOM 105 106 107 IOB 109 1 ;o I I I I I 2 I I 3 ! I 3. 2 I 14 I 15 ! I 6 I 18 I 20 i 2 I 122 123 124 134 136 137 EL"'CTRICAL ROOM STORAGE COv\WJNICATIONS ROOM MAINTENANCE OFFICE COWLJT52 SERVER OFFICE COPY ROOM ELEVATOR EQUIPMENT CORRiDOR CORRIDOR STAFF TOILET 0--1.C.l STAFF TOILET STAFF TOILET C~Y ROOM STORAGE WORK ROOM OFFIOE OFFICE MEDIA EOUIPM~T ROOM WORK ROOM Cf.ECK -OUT COUNTER WORK ROOM I 3 9 READING ROOM I 40 READiNG ROOM I 4 I ,vtAIN ~Au_ 1 4 2 BOOK SECURITI C~ I 4 3 El'.1RY 144 WOMEN SI STAIR o I S 2 ST Al< • 2 ROOF ACCESSJ S3 STAIR ,.3 S4 STAIR tt4 S6 STAIR •6 EI STAFF ELELVATOR I . PROVIDE ALL ENTRANCES AND EXITS TO 3E ACCESSIB.£ PER SECTION I 00 i • 9 . 2 . PROVIDE ACCESSIBLE ROUTE OF TRAVEL TO PJ3UC WA, F=--R A I AND S,TE DETAIL DRAWINGS. 3 . PROVOE ALL 11'.TERIOR DOORS WITH LEVB.. LAND;r--..GS AT EACH S,DE AND ALL EXTERIOR DOORS WIT'-! 'v\AXIMuM I / 4' OFFSET OF EXT. SLAB . REFER TO DOOR SCHEDULE FOR D00'< HAQDWARE REQUIREMENTS . 4 _ PROVDE MNMUM I B' CLEARANCE AT STRIKE ccXE ON 5'D= TO \Ni-:10--i DOOR S1l'!'INGS A! iNTi::RiOR DOO,:?S Aw 24' CLEARA'>CE AT EXT2R'OR DOORS . 5 . PRO\/IDi:: DRINK;NG FOJr'-..'T AIN ALCOVcc AS SHOWN AND METNG <EOUl'<EMccNl S OF SccCTION l : I 78 . I ~\IN. ALCOVE :JIMEl'-;5•01'-;5 I 8' DEEP AND 32" WIDE. 6 . PROVIDE CLEAR SPACE OF 30" X 48' AT TEoEP..JONE 7 . Rc -1:cR TO SHEET A I 7 FOR FOR PART'.TrON TYPES LE{;EN[) 8 . C/EFER -o SHEET A I 7 . 2 c'LOOR Fle.'!S..JES AND AND ELEC0 R!CAL cOCATiONS PLA."-1 9 . FIRE EX,NGUSl-lER CABif.ETS AT I e-0....R WALcS PER 8/A63 ":,(!) AF/ ,(!'__~ 'II e,,- ::; 'ij ','- ...,, ·---t,~ :w:: &·1/·/,'.../' '·-* No.C '0382 * ,"T Of:. c,..i,.\ Cardwell/McGraw Archi'tects. FIRST FLOOR PLAN SECTOR A AB 1221 Secood Aveme Seattle WA 98101 206 622-2311 701 B street #200 San Diego CA 92101 619 231--0751 0 ~I ~, i 0 WSI A23 '-1.✓ 4'-8' 14' 8' 14'-B' =--.:'--------c,;l-----=t-"------,r-- TYP A62 --[§] ---- 1 <@ I [ill] I 4 ' 4'·0' I, ,, A+--r-Tf' ~ '-1 @ I I 14'·8' 4'-8' I - (ll' 1 8\ SJILT·N IN"ORl'IAT ON · A 6 4 0 g 14'-8' " w RA.>, LEADERS ~ .' ' \ -, "--'----------1 i I [iJI I 2 9' -4' m------'='----~, ;,_ l I • ! Ir / ----+---------- WS2 A23 '---I_., 16'·0 I l'-10' I RAIN ! EADER$ y - J STAii A55 PLAN ---+----------= ====== ' I L __ _ I I r I I I DID !rct\ TOLET RM. 2 , ' 6'-8' ' '3&0-ES l 5 CESK ___ J_ _________ ---I ~PLANS A6 COOJM',; Fs.RRINS TYP 10'-0' i, r t:7 ' La ll~t f"' I I ' ' ' I j )F "' I I i [t1l I I ' ' ' ; "" I I ; r ' I [Ill ' u -;~j -, f - --- ~ I ' 0 I I V I 1I I ' ------,/~ : ~. w I ___ ,._ --~ -'k---'c,·~ [D ) <O ' 6,'-0" ., r---, I !1<5.1! I c,E.C. ------ \-:)_; -. SEISMIC , 7 ~~~ 5'-4' ! 4'-8' I 4'·8' M.9--.._ 5'-4' M.O. 9' -4' FIRST FLOOR SECTOR B PLAN SCALE-118" I' -o· N ; ' 0 e i I 0'· 2' I ' I :, ¢ ' . "' .; I ", I . ,;-..J !'-8' c.....:J!....:JL"- -[gj>--- 13'-3' WS5 A24 0 F,O.W. r.'\ -~ 10 A6 10 WS6 A24 A CD ....___, D KEY PLAN Date: 5-15-97 Job No.: 96013 5-15-97 Pl.AN Cl-ECK SUBMITTAL 6-20-il7 PLAN Cl-ECK RESUEUTTAL 7-8-97 BUILDINGPERMT 7-15-97 FOABDS 10-20-97 FOARE:BL ILegendl: [Il- l ,01 I @D PARTITIO>, TYPE REF . A I 7 ROOM'lJMBERREF. A:7.1 [)()QR N.JI.\SER REF . A I 7 ~ INTER\CR ELEVA TiON NJ\,165/ SI-EET NlJMEER Piirst JFlloorr §e:etor E Room §cllleillulle ! 3 9 READNG ROOM I 4 I MAIN 1-'ALL I 4 2 BOOK SECURITY Cl-ECK 143 ENTRY 144 WOMEN I 45 MEN , 45. I STORAGE I 4 8 ELEV AT OR EQUlP>,ENT I 4 9 VEST'8ULE I 5 2 STORAGE I 56 JANITOR I 5 7 Ci-liLD'S TOILET (1-i • C . ) I 5 8 0-liUYS TOILET I 59 READ:NG 160 READNG i 6 I COMPL;TER ROOM : 6 3 0--tLDQEN'S DESK 1 6 4 1.-'VORK ROOM I 65 OFFICE 166 READiNG I 6 7 READING S4 STAIR 04 S5 STAIR 05 E2 PUELC ELEVATOR I . PROVIDE ALL ENTRA'<CES AND EXITS TO BE ACCESSIBLE PER SEC,iON I 00 I , 9 , 2 . PROVIDE ACCESSIBLE ROUTE OF TRAVEL TO PcEL!C WAY PER A I AND SITE OET AIL DRAWINGS , 3 . PROVIDE AU. INTERIOR DOORS W:TH cEVEL LANDl"-GS AT EA0-1 SOE AND AU. EXTERIOR DOORS WITH ,IAXIMLIM I / 4' OFFSET OF EXT . SL.48 . REFER -o DOOR S~EDU.E FOR DOOR ;..!ARDWARE .REQUREVEN,S . 4 . "'ROV!DE M!NIMUM I 5· O.EARANCE AT STQiKE EDGE ON SIDE TO WHICH DOOR $\'/if.GS AT if'1'TERIOR DOOQS AND 2 4' CLEARANCE AT c'XT ERIOR DOORS . 5 . '°ROVIDE DRINK'NG FOL.NT A'N ALCO\ri: AS SHOV·iN AND MEETII\G- RE::G.jR:E:MEl'\JTS OF 5ECTf0\l i i 1 7 S . l .v11N . ALCOVE DMEr-.5:0NS : 8" DEEP AND 3 2. V\/OE , 6 . FRCVOE CLi=AR SPACE OF 30" X 45~ AT T'.::LEF'~ON2 _ 7 . REFER TO 51-EET A I 7 FOR FC-R PAQT TION TIPES LEGEr-0 8 . REFER TO 51-EET A I 7 . 2 P~OOR f-NSHES At-.'O A'O ELECTRICAL LOCATIONS PLAN 9 . FIRE EXTl:'~GJ'Sl--t::~ CAGl01E7 S AT I HOL.R WALLS PER 81A63 c;,-.f> A ff,p"' .:; 'JI It ' .-:_:.,__ 0,/ //'JU 1' * " F CA~ Carlsbad City Library Ce.rdweli/McGraw Aicriitects FIRST FLOOR PLAN SECTOR B A9 1221 Sec01 id Aven.ie Seattle WA 98101 206 622-2311 701 B street t200 San Diego CA 92101 619 231-0751 F -· - ;;; b Co N G b ' b / 'ti -----,.----@]--- RAIN LEADERS 1 i I SEISMIC JT. -t - A62 ' ICY-8" [ --------- ' i /----------:~~-4:-4 SEISMIC JOM ~ o:m 12' -()" r i H }--"~c'-11,Ffr-~~----...__, · '", I ~~~' - I I I I I I I I I I I I I I I I I I I I I I I I I I RAOOS• I 6(Y-0" : ~"'-"',;----~jf= +-\ . , 6-e· L REF'. DETAIL PL RlR NTERIOR :J AND FLOOR i 12B i QAIN c.EAOB<S Al 6 c-. I ' : ! f--... _ r i L .. 1 I • '----------~--------------~--------' ! 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Cf) __J [_) 5 U1 • _J . u: (.I) ! • I _J ! u' 0 ~I §I ~I . ' en I _J ! cb ' o, ' .? ' . :z SEf-iMIC JT. L . ' ~, 4 _r----'-7 I ' ! Sl0LIGHT ABOVE • I LIGHT SI-BF BELOW . I .Jt b: • .I . 71 I 'I "' RA!N LEADERS BEAf,,A-~ .,-. ' . ! T'-AJ FlWED ' i b FLRRED EBW PER STRLCT. SBSMIC JL LIBRARY b '' I fi _, ,1-l o· 4· ·~-10 s· ' . '' I • I ' ~ f--'o-;--_J ' '----- I'-6 ' . -8" I ; • i '-6' -' . ' . ··/-:V··.-·;,-, /"/<'//. C /. /.(c/,•'. . -..,. , ' ' ! . 4'-0" t 4'-8" --_4·-0· , ENTR~ Rt_Jt_lM I 4~ I-IIGl-l BAY A..AN cc,-1': ' RAIN LEADERS Sl l · 2" ATTC a_ PF CELI-JG , 0 SLFPOOT ~LS LU ---- RAJN LEADERS ----Jtt- t ---,----1-----=-51tl-~8- I AFiC /ws,o\ ; :11 I .~,'--'r IA-:'::--l2--tt-----Jt~-~ll:!==+-l--~5-I ,. I ! -i I : OFFN TOt filOW :----I ___ ..,_._ ' '--CENTERLll'E OF TRLJSS; HP, \ ·1 ' 7 2' ~ ~ l- I ~~6·_-:c.8"_¥--_____________________ 7_7_'_· 4_"____ _ _ __ _ _ ---------------Fl CJ ,..,,..----... ,, I ,, j \~ C) , _ AUDITORILM ~IGH -BAY A..AN A B DD KEY PLAN 01 L /J.., ; 4 ' ' ·, ... IJ : \ .... _,,/ Date: 5 -1 5 -9 7 Job No_: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20--97 PL.AN a-ECK FIESUBMITTAL BUILDING PERl,,IJ" 7-15-97 FOR BOS 10-20-97 FORREBO · lLegerndl: lZ}---PARTITION TYPE REF , A I 7 ROOM NUMEER REF . A i 7 . l l 101 j @) DOOR N..MBER Ra=. Al 7 ~ ~";ERfCR ELEVATION rtlv1EER SI-EET NLM3ER JFnrst JF:((J)or §eir:t<OJr C JR<OJ((J)fillll §cI'll e@\UI li1;; i 22 OFFICE I 23 OFFICE · I 2 4 MEDIA EQUIPMENT ROOM I 2 5 WORK ROQtv1 . 128 129 i30 130, I TEtv\PORARY PLA TFOR!vt AREA STORAGE AUDITORIUM \IESTIBLLE I 30 , 2 STOC'AGE I 30, 3 FOYER f 30. 4 FOYER I 3 I VDEO PRODUCTION ROOM I 3 2 POST PRODUCTION ROOM i 33, I JANITOR I 33, 2 FOYER l 3 4 VVORK ROOM I 3 6 0-IECK -OUT COLNTER ' 3 7 WO:~K ROOM I 38. I 138 138,2 r42 143 S7 VvOMe-1 ME.'! BOOK DROP BOOK SECURITY CcEO< cNTR, STAIR •7 I . PROVDE ALL ENTRANCE$ AND EXITS TO BE ACCESSBLE P--cR Sc'CTION ! 00 I , 9. 2 , R<OVIDE ACCESSIBLE ROUTE OF 'RAV6.., TO ~BLIC WAY PER Ai A~D St'E DETAIL DRAWINGS . 3 . FQOVIDE ALL 'NTER10R DOORS WITH LEVEL c.ANDINGS AT EACH Sl'JE ANO ALL EXTERIOR DOORS WITJ.-.1 MAXiMUM I 14' OFFSET OF EXT . Sc.AB . R'.cFER TO DOOR SCHEDUL.E FOR DOOR -L-!ARDWARE RE:OUfREMEt,fTS . 4 . P<10ViDE -VIN'MU,1 I 8. Ci.EARANCE AT STRIKE EDGE ON SIDE TO WHICH DOOR S~'VINGS A.~ 1NlB210R - DOORS AND 2 4" CL::ARANCE AT EX~ERIOR DOORS . . 5 . PROVIDE JRir--.JKING Fo....N--;-AIN ALCOVE AS SHO\/\'N AND MEETl'-IG i<EOUl~EMENTS OF SECT;O\J 1 t l 7 B , I r,./,IN . ALCOVE DIME"-6'.0NS ; 8" DEEP AND 32' WIDE. 6 . ?ROV[)E CLEAR SPACE OF 3 o~ X 4 8" AT TELt=FI-IONE 7 . ~FER TO SrlEE"; A I 7 FOR "OR PARTITION T,PES .cEGEW 8 . RE.i:=ER TO S--1EET A I 7 , 2 :=LOOR FNSI-IES A:'10 /->..N.'.) -ELECTRICAL LOCA '10!\.!S PLAN 9 , FiRE EXTINGUISHER CAB1'-IE;S AT I 1----iOUR WALLS Pa:? 8/A6 3 Carlsood City Library Cardwell/McGraw Architects ==--==:!..::::::::..:c:::...:.:c:.:::....:....::....::::..:.=-=-=..=---j Archrlec:~ure Planning irit~brs FIRST FLOOR PLAN· SECTORC 1221 Second Averue Seattle WA 9810! 206 622-2311 701 B S1reet +200 San Diego CA 9210! 619 231-0751 P BOOK 'OP . i !4' 0- CO?m? PA'ELS EA 61(:lc Id Hf I I'-4" I 5'-4" 4'-ff I 4' 8' M.O~- • I ! ~ D''---1------! SEISf\AIC Jr ~ ::i A62 I M.O.' [ill] ' )'-4' ~PLAQUE @ ~.164 9 I ' / 9"-4" I. I ~ M.O. 49" ' / -=~+r A24 -== i / \ ! \, / -- F.O.W. --0 __ {,OW. 0 WSl6 A28:, "-L/ I I I RAIN LEADERS I 8 1A59 TiP ARTW~CQC;ID !A59CETAl "--1,_/ l f-----+----4 T'rP A59 I I -( □ □ ---\ 1 4'-0'' i ---\- VJ _j u I 7 TIP , I□ I □I ' I ' .. 1 _J u = = = = = = -y-1 a=tiT"'1' -,-1 I N ;,-, "' b • I I I -3;1,__~_-~;,;~~: I~ ,\; ,. f'i. I <O b b I I I I I I I I I I I I • I = = = = = ~la=ti~.,,.-,--1 I WSI 7 A28 A62 i rr=□=;-i I I i I ~ ::::'.! F.E.C. / I • ' \ \ (T)'G~~ -r---,-----i SEISMC JT . ·-2 i.A6-0DESK "---L/ '..J../ '- I I \ ,---------.J lf\ ___ _ ' ' \__ MOVEAB..E DISFI.A i' : l PARTiT10N PER I 4fA59 LJ TIPOF4 0 " " I' ,, I' " @TI 5EE Al7.2 Fa;! Fl.OCR B£C A1'0 CCNCRETE PATTERN <@> ' ~ '' I I " '' " '' ~ ~::::::::::::: =--::::i [::--=-=-==::-..::L ' / '-/ -/ --/ / ---- \ \ I I \ \ I \ I 3 --¼',a\'--,r---Rt>JN LEADERS A5 POSTBl~..,_---""''4 CASE '---RAN LEAllERS1 l 1 / _,--_,,.,.,.c ,I 48'-0' i 4' A8,"_" --~~✓ __ ___11_'.'4:_:'-~8"~--f--;_t__:.£__----;l'--__=-:-"------j,'---=-"------c,f---_::: ,, [ 2-0· i 2'-8' 14'-8" 14'-8" 14'-8' ., ~ ~ ~ • ,; ,, I ~-(/) ' (/) -(/) (/) ci! ~ _J l _J _J ~: u 0! 0 8 @) 0 @ FijRST FlOOR SECTOR D PLAN SCALE• I IE, i '-0" ;- u-i : . ' _J ' • I U I 0 WS7 [ ' ----~ r-o· 3' ' 0 L,_ 1G.1 "' .., a_ OF STRLCT A / SKYLIGl-ff R. 0 . I -. ABOVE ,;.;·· :---71 " I / , ' LL-:---+4--:.,\---t\----t--t-T ' / WS7 ' ~A2 I , / I ' '---V i1 - b 1 < ' N - ->\.. i 7t// -,.,-+I -- I , ·1!, 16A' QADOM; / ' -I / "'-; i 1 I,,::'. -----i ----::i s,,,.& ! 6'-0" 6'-0" \l -~ -~ , r ,. ,c_----1 FL!1RED TRUSSES AND BEAMS DETAL if' I • I ' ' __ £=======±==~~1·-~o·~~--==±=~A_ ~/~--'-1 2=-'...:-oc'..· __ ,,.1l'----'-'; 2"-· --'o'-·-----;_,,f~'-----1_2_· -_o_· _ )' -~' 2'-· --'o'-· -~/LI GALLERY HIGI-I -BA I A,.AN ~ ~ 0 0 i ~ "- ' @ @) b N "' b, -, I _ ____,,J[ G.W~ MATO-I Ltc -- A B KEY PLAN Date: 5 -1 5 -9 7 Job No.: 960 1 3 PLAN Cl-ECK SUBMITTAL 6-20-97 PLAN CHECK RESUBU1TAL EllLDI-Kl PERt.fT FOR BIDS 10-20-97 FORREBD [Z}--PARTITION TYPE RS=. A I 7 QQOM M.JMEER REF . A I 7 . I DOOR tvv1BER Ra= . A I 7 11011 @) <@> INTERIOR ELEVA T{X'-1 NUvlBER $-EET NJMEER lFJirs1t floor §ec1l<Oll' JD Room §clhedlmlle f43 !44 i45 145. I 146 147 150 152 153 154 155 164 165 ENTRi' W()/vlB',.Jc MEN STORAGE BOO,:: SALES c'RIENOS' WORK ROOM VEETING ROOM STORAGE STORAGE GALLERY WORK ROOM GALLERY V•JORK: ROOM OFFICE I • PROVDE ALL ENTRA'ICES AND E'XITS TO BE ACCESSIBLE PER SECTION i 00 I . 9 . 2 . PROVIDE ACCESSIBLE ROUTE OF TRAV'=L TO PJlLIC WAY PER A I AND SITE DE~ AIL DRAWINGS . 3' 4, 5. 6. 7. 8. PROVIDE ALL INTERIOR ;;,oc,RS WITH LEVEL LANDINGS AT EACH SIDE Arw ALL EXTERIOR :JOORS WITH MAXIMUf-1, I / C o=FSET OF EXT . SLAB . R=FER TQ OCOR SCHEDULE i=OR DOOR HARDWARE RECUREMENTS , PROVIDE M!NMJM I 8" CLEARANCE AT SRKE EDGE ON SIDE TO _ WI-IICI-I clOOk' SWINGS AT INTERIOR DOORS AND 2 4 • CLEARA\ICE AT EXTERIOR DOORS . PROVIDE ORai'-KING FQLJ,ff AiN AcCOVE AS Se-OWN A'<D MEETl!',G REQLIIREMENTS OF SECTION ! i I 7 B , I MtN . ALCOVE DIMENSIC4'•6 l 8" DEEP ANO 32" WICE. PRCVDE CLEAR SPACE OF 30" X 45• AT TELIEPI-ION= REFER TO SHEET A I 7 FOR FOR PARTIT!ON TYPES LEGEND REFER TO SHEET A I 7 . 2 "'LOOR ~NISHES AND AND E:ECTRICA'.. ~OCATIONS PLAN F!RE "'.=XTINGlJt5--ER CABINETS AT ' 1----jQLR VVALLS PER 8/A63 xr;> AR0y-/ --~~-lt4~i ,,,.-._ -' • .if-;,--...,-.. ~.-t;, ~ lt/(_.,_/..,t....;...,._ ....- />, * ,-.: Carlsood City Library Architecture Pia.ming ln~eriors FIRST FLOOR PLAN SECTOR D 1221 Second AVeN.1<> Seattle WA 98101 206 622-2311 701 B street 1200 San Diego CA 92101 619 231-0751 0 i :S: I ci I LL 0 __ JI I u HVAC <E1\.RN GlilJL TTP, "i--'j= ~ ! Q\ J.'.J4 fl1 -H----fr_ww_ss-,-11 9 9-t\ ---~~-------,c2-'\jP''kr·-i'=-· 0 6 : r @ V) 0 _j u (/) 0 _J u (/) ! 0 _J . 0' I I I 1........__:1 i I 0 (/) 0 _j 0 = l I = -' ----- (fl 0 _j' '' u = = _ _j_ ,. " ' I ..__. 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I TYPICAL BAY DIMS 4'-8' 5'-4' 4'-8' RAIN LEADERS / t' r I I ON I• I ' I " I\ I I @I ' I I i=---L.JI i I I ' I I : ' - ---- I CMJ CONTRCI. -ON PER STRLCT -ALIGN _ l(J+l-8"_----..J:~'·___,q,_., _ 'NI ED<E OF M.O I -------, --- ' \ I -I ' I ' ' I I ' ~ STAI< I 0 t fl/>N I I , 1/, ~-%'. 1, II I I I I I I ~-r~ I 2 3 6 A41 ' I ' 1 ! 224, I -. @1 11 Iii D"", • I I I I ' ' ' ·: :r: i ' ' (2\TYP. ~ - ~- , I nP. A62 ' STAIR FtAN \ 18! lnP )>-, : ' fg;-, I 9'_-ct<@ ___ 5l ~,: /LJI ~ [ml ' -~--------r------/ ; I ~ I ; I I I / : , I A41 • i ABOVE ' I i b ' "' • I; I Ll1'E OF CffN1N::, l lm!-,,sc1,=~~~'=;;:~-Fc;:!IE==;==~~ -------=~±=------_-00 {fit,.· ;,(~,-,:-:":·, •1_,~,",· 1.I ~ I ' -""'-~/ ,-=-., ; ~::...-: -"' ~ ; I um ! I RA!Ni LEADERS ! -I [mJ . i i N fBGI--IT RAN I.EADEP5 oE TO == OP 8-13.YNS SET REGISTER I\ I \__ Cr-..u CON TRCl PER STRUCT I< TCJ' OP I 2' -2' -,--i~I------'--=-- 9-Elfj TCJ' ! ~ I ' ROOF BELOW ' . :[ I --- I 1 RAlN CMJ CONROL PER $Wt.JCT I ' I t' I11 I 22s I LEADERS! I I A43 ' I ' - li_____,,,,,,_-1 ws~ ' !A28 : ~ er.'AC GIJll 1 "V , I 6 TOP OP 7'-( , I -- i I A 6 2 Fl.RRE!J Wl>il '.'l'S9A " t FER ____;,_ ·;.lCMJ == PER SWcCT SECOND FLOOR SECTOR A PLAN SCALEi J /a· I "-0" B D KEY PLAN Date: 5-15-97 Job No.= 9;013 5-15-97 PLAN Cl-ECK SUBMTTAL 6-20-97 PLAN CHECK AESUBt.lTTAL 7-8-ff7 BULONG PERMIT 7-15-97 FOABDS 10-20-97 FOf1 REBID JLegendl: Ill-- I IOI I @) ~ PARTfflON TYPE REF . A I 7 ROCM NIJMxR REF . A I 7 . I :xxJl'1 N...VBER REF. Al 7 INTERIOR ELEV A TIQN t-UVl3ER So--EETNJMBER §erciornidl lFliooll' §ec1toll' A Room §ir:l1eidlu;ille 201 DecCK 202 STAFF R00/,1, 204 STORAGE 204. I 206 207 208 209 210 2 I I 212 213 214 215 216 2 I 7 218 219 ':::LECTR!CAL CLOSET \NOMB'-J M8'J STORAGE JAl'.,a! =.!RiDOR STAFF TOILET (1--1 • C . ) S"'.'AFF TOILET STAFF Si-'OVVER ELEVATOR LOEB, ASSJST ANT DIRECTOR COPY ALCOVE ACCOLNTS CLERK BOARD ROOM ADMINISTRATIVE SECRET ARY 2 2 0 RECEPTION 2 2 I DIRECT OR 2 2 2 COM'v1LNITY RELA TOl'IS 2 23 READING 2 24 READING 2 2 5 READING 23 2 READING 51 STA!R o I 52 STA!R •2 EI ELEVATOR "I lFllo:oil!' JPllimlTil N-:oi1tes: I . PROV'DE ALL ENTRANCES A"JD EXITS TO BE ACCESSIBLE PER SECTION I 00 I . 9 . 2 . PROVIDE ACCESSIBLE ROUTE OF TRAVEL TO PUBLIC 'NAY PE-' A I AND SITE DETAIL DRAWINGS. 3 . PROVIDE ALL INTERIOR oorns· wm°" LEVEc LANDl,GS AT EACH SIDE At-0 ALL EXTERIOR DOORS VVITl-1 MAXIMUM I /4" OFFSET OF EXT. 4. 5. 6. 7 ' 8' 9. ScAB . Rc'FER TO DOOR SCHEDULE FOR DOOR I--IARDVVARE RECl.JRE;V!ENTS . PROVIDE MNIMUM I 8" CLEARA,CE AT STRiKE EDGE ON SIDE TO 'NI--IIC\--1 DOOR SWINGS AT INTERIOR DOORS Ar0 24" CLEARANCE AT EXTERIOR DOORS . PROVDE DR'INK.ING Fac.JN' ArN ALCOVE AS S--lO\t\'N AND VEETING REOJ:R::MENTS OF SECiiON I I I 78. I MN. ALCOVE DIME~SDNS I 8" DEEP AND 3 :2' 1iJiDE . PROVIDE CLEAR SPACE OF 30" X 48' AT TELEP--lON= REFER TO SHEET A I 7 Fa! <=QR PAR-ITION TYPES LEGEND REFER TO 8-'EET A I 7 . 2 F_OQR Fl:-.liS~ES A"JD AND ELECTRICAL LOCATIONS PLA,, FIRE EXTINGUISHER CABINETS AT I 1--0UR WALLS PER 8/A6 3 --- Carlsbad City Library CardwelVMcGraw Architects Architecture PlanrnirQ lmeriors SECOND FLOOR PJ_AN Ail if)) SECTOR A ~& 122! Second Averue SeatHe WA 00101 206 622-2311 701 B street +200 San Diego CA 92101 619 231--0751 . -. '- q) <fl I 0 I _j I . 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I I I I ~ __; ., / ' o'--(1:·:r-· -' '"------' .., STAR Fl.AN ' I I ' I , l 1 .oc ' . / 0 t•J; CMJ CONTROL ~ STRLJCT LEADERS .JOM JI ,.. 9'· 6' • 9'-[J I i, ,. "1 '1 ti ~l-~---~DN! ~ ' I _,,.,..-,------- / co, 1 f ii-~ \ I ,;_ -I I 0 ' I ---1-------~,.-- \_ FI..COR llOX ';' : FB' a Ef' nP '"~ :0 • ' ~ 0 I 1 ~ -ti_: I 5 REFERENCE I ~j--'i, m I A65 DESK 12Jil: I I :1 ! -I I i ! I , I I\ i I I I I '-,-. a.EC STLB-LP I FCi1 DESK 7i"l' , I I ) ~ J ~----~y -Pi~--------~-----✓ I ; ,.: I ' ! ~ ------~il -=--___ -00 -_------"00"""; =-=l--- I 2' · 2' :- i ' 4 \ TrP ',._....A-62 [RAJN LEADERS :J / I r b'-[J )"·8·~ 6 ·0-/ r "I ;)t ; ! , I : , Lew coNTJ20L I JOM I 9f'8'00£ nP EA. BA'f ' P3< STRcC"'. i , I ------ SECOND FLOOR SECTOR B [PLAN SCALE, I 18' • i' ·0" • 8 3: ! Oi u..:; ---- ---- l. b '. ', '; ,, '. ',, • ', I \ \ I \\ © UY O" _y Of -' I -----c- ------------ ------------ / --------@) "' A ,_________, D KEY PLAN Date: s -1 5 -9 7 Job No.: 96013 5-15-97 PLAN Cl-ECK SUEMTTAL 7-1H7 10-20-97 ill--- 1101 I @ ~ PLAN Cl-ECK RESUBldTTAL BUI.DING PERMT" FOR BIDS FOR fEBO PARTITIOO TYPE REF. A I 7 RCOM Nl.MlER REF • A I 7 . I DOOR 'LI~ REF . A I 7 INTERlOR a.EVA TION i'i..MBER S-IEET NJvi3ER §eicomwll lFX001 §ec\1:01 lBl R 00 rn Si!'.: h1 edl m n e 2 23 READING 2 24 READING 2 25 READING 2 2 7 COMPUTER ROOM 2 28 IN-ER-UBRARY LOAN 2 2 9 REFERENCE SUPERVISOR 2 30 aACK SSLE,REFERENCE STAFF 2 3 I 'NORK ROOM 232. I READING 233 READING 234 WORD PROCESSING ROOM 2 3 5 STUDY ROOM 2 3 6 STUDY ROOM 237 COPIER 237 COPIER 55 STA!R •5 E2 ELEVATOR •2 I . PROVIDE ALL ENTRANCES A '<D EXITS TO BE ACCESSISLE PER SECTION i 00 I . 9 . 2 , PROVIDE ACCESSIBLE C!OUTE OF -:-RAVEL TO PL.'BLIC VVAY PER A I ANO SITE JET AIL OC!AWiNGS. 3 . PROVIDE ALL IN-ER'OR DOORS WITH LEVEL LA1'01NGS AT EACH SIDE AND ALL c'XTER,OR DOORS WITH lv'AXMLM i 14. OFFSET OF EXT. SLAB . REFER TO DOOR SCe-!EDULE FOR DOC<? HARDWARE REQL!REMENTS . " PROVIOE \-11NIMLJM I 8" CLEARANCE AT STRIKE cDGE ON SIDE TO WHICH DOOR SWINGS AT INTERIOR OCORS AI\D 2 4' CLEARANCE AT EXTERIOR DOOQS . 5 . PROVIDE DR!NKNG "0LNT AIN ALCOVE AS SHO\'\N AND MEETING REOLIREM.ENTS OF SECTION I I i 7 B . I MIN . ALCOVE D1/1.AENSIONS ! 8" DEEP AND 32" WOE. 6. PROVIOE CLEAR SPACE OF 30' X 4 8. AC TEcEP,-ONE 7 , REFER TO SHEET A i 7 FOR FOR FARTIT'ON TYFtS LEGEND 8. R=:-ER TO SeEET A!7.2 P_QOR f=!!\:S-,ES AND AND ELECTRICAL LOCATIONS PLAN 9 . ;=IRE EXH,GU:S.,1=R CAB,NETS AT J ~OLJR WALLS PER 8/A63 Carlsbad City Library Ca.rdweWcGiraw Architects ~g~~ :LOOR PLAN A 13 1221 Second Averue Seattle WA 98101 206 622-2311 701 B Street t200 Se.n Diego CA 92101 619 231-0751 TP• 203. 34 TR• 202. 24 DRAN TO DA YLJ;;Ur 6" ABOVE SWALE TT'· 203. 34 /TR·201.42 " 0- ~ ' I 15 lP· 203. 4 TR~ 202. 34 0----.;=~;,,-==~~--~=~,,;::,,,;:;;I ;;:;;..:;;-~=..;;;::==,_;;;;~==~~==~,:;;._==='._;;;.~==;_..;;:;_:=;;:::;;;;:_::;;._=~~._;;;;j..;A;;:;5;;;8 -:;;;:VE;;;;_.,;;:;. .• =::;j!--0~ -PL4N 1 RID~ ,SLOP£ 6· I 2 _ I --'--I _ I TP· 103, 34/ TR• 201. 34 1 0@ MECHANiCAL BUILDING PLAN 2.1 Q ' TP• 207. 50 TR· 203. 33 2 Tl'P 5 = 1-::-....\-----jl DRAIN A59 f----- i 203.50 l TP-207.50 D f-----TR•203. 33 i 203.50 l TP-207. 50 D TR=203. 33 1' I l 0 NOTF- Te-£ !lE'/ ATCN DMSNSONS GNEN INDICATE COV<ETE SLEFLOOR Lt,DER ?EDESTAL PAVlf;; SYSTEM FER I IA59 DECK JRAiNA.GE SCALE• 1/B'• -·-o• ROOF PLAN SCALE• 1/16" • 1·-0· 0- I TP·220.(p 1 TR-= 2 I 7 . 916 SECOfD FLOOR lCK _j I u--±-"'--'- SEE CRA.."'JAGE Pl.AN I , Tel$ ::;-ffT ! 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ABOVE I ' ROOF FLAN . ~$19~ ' 6,00 I >--!J ! 13 ROOF "/ I A~a' SEiSMiC "' l'~-L_,,;-F 1' 13 RQCF -tt-+---~------, S2JS1~C • •• w. •1206 .oo I \~ ··TP· 206. 00 _ TR•204. 25 . v. ' ' {"'1 ROOF 13 \ SEISMIC f----,--l'+f---j!---'c-+i RIDGE ..___C.,A/5 & IT TP• 2 6. TR·204. 25 ' I B--m<, cJ I JT ·0s irP-206 ,00 ifR 0 2D•, 25 RIDGE (["P· 206 :oo TR• 204; 25 .00 ·203.219 t 'VALLE"'~>--- I Tl"2 6.00 ) ; 1P·206 .00 TR• 204. 2 5 TR• 203. 1' 8 J., I 7 9 "' ) ' TR=2t7.~6 TP-220.()0 ' . ,._ !l,• * [ID 0-. TR·203--:-5r--@ 7P·206 .00 TR·209.0 lP-220.00 1P·22 .00 ITP-206'00 \ .·.__1c0. TR-219.00 TR•2i'9.00 ,R-204.67 '-------0 TR~209 00 ~2,0.00 -::71 T. 6.00 ·209.21/ · TR• 5.00 < [ill .71 'f; -,\ L! i 0 1----,.-~-TtP. A58 ROOF CQAN •214.50 T"f' OF 4 7 ' IA58 I6A '---J../ ·'-""--....--+1-+-~-, PARAPET Q..ADON:;"; A6 I. I 8 I TP• 206 00 -A59 ~ ~ 1A5B ~ c&i ~ 1A5B '--1-/ ----0 ~--0 TYPICAL ROCi' DRAIN ASSB\R Y n-PICAL EQ.JPM'NT CIPB ASScMBl Y TYACAL ROOF ,-IA TCl-1 AS5B/a Y -------0 T'PICAL ROOF PENETRA TCN --0 5.5 8 8.6@ Date: 5-15-97 Job No.: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMTT AL 7-8-ffl BUl..DNl PERMT 7-15-97 FOR BIDS 10-20-97 FORAEBD LEGEND (--DIRECTION OF SLO'c FROM RIDGE 8-EVATION DOi/N TO DR.AIN TP• TOF OF PARAPET (7\ /TR-TOP OF ROOF ~ ~ .. ROOF DRAN ASSEMBLY0 _ ~ GJ wr:H I~ EGRAL OVERFLvW A I 4 , A5 a ~ IJECHANCAL EQl,'PM3"'/T ~ 1..0CA TE PER DV'-.!_G. M2 2 ~ OJ<BPERi ' , A! 4\A58 "---L./ ROOF ITf'ES: [Al [ID QA, TILE [CB() •4642) OVER NSLLATING AGG<EGATE CCNCRETE RCJCF GECK. fECTICN 07320 e 03341 ~k8DIFIED 91T JM,N OVER NSlLA TING COhCRETE '-'<Xl" DcCK o '"-ISUATNG EDAi<O SYSTi;M . 0..-"SS 8, SECTION 07535 t 03341 t:()TE9 I • 2. 3. 4 . 1<1IJGES ARE AT CONSTANT ELEVA TI0\6 . ROOF SLOPE TO BE MNll<UM I 14"/FT. PER USC !506., VERA" SIZE ANO LOCA TIC>! OF =-ic:AL f'EI\ETQATIONS WITh ~;ECµA'slCAi. CA<Al'ilt-.GS. 50LIGi-lTS TO BE ENSII-E"cRED BY s-FR . CS' $PEG A'ID PER l.BC SECTiCN I 06. 3. 3 8.Jc\\F MA'-1.JFACill<ER'S MODB. NAAE A/-.0 IC80 APPROVAL NUl'133'? TO BLDG . CA"ICW. PR.CR TO NST ALL!i\G 'o~ AF/ !!'$Ai" 1 · 8 ...J w -/ ~ t;,,_ ,,.,·~~~; .,r----~ t * * , ... Op CA.\..\ Carlsbad City Librw:y Cardwe!VMcGre.iw Arch'-1:ects ROOF PLAN Ai4 1221 Second Avenue Seattle WA 98101 206 622-2311 • ' -~s~-•:-:- 701 8 Sireet i200 San Diego CA 92101 619 231--0751 /'" 0 0 F 5' SQUARE LEVB.. AN) CLEAR · ,--, ,--=-=\-. 7 1 I i T-4 51' 6" : ;6'·63/6" I 5-5 i 5il 6j : 5'-6 3ie· b I I : 0 TOILET ROOMS 144 145 ' j 0 4' -9· VERFl FOR M=R 4' · I I " 9A 5' -5" 19':!-I--' -I I 38 I "' ;, 5·-5· . ~ 3-0" ~ '° :;;;:; C.....Q. "1 -;;:i C\ ,,-"' ~ IC \V .,, l.l ::::-=· ==;:;;,=.(~l~:':c:/:::4=-~~~/=4.=··=· -=· ·=-===~l l--- 'I 'I 9J b ' ---' ___yi 90 -1 8'-3· 0 D ,. MN.1 I I 10'-, o· I • 'Z -.c,;_ I i<C -let ,;c-:,o ! b 0 TOILET ROO~~S 1571 15~ 0 7'. 5' 5'-4 3/4" I 2' -6 • DRAN l'-4 1/4. 8'-I; 1/8" 5'-7"! 56",63" CL.EAR 10' 9-1/4" IO' 4-I /2" 0 0 '-0' "'-8 5/8 i DRA!N 5'-2 7/ff b r+--< 2 0 3"-0" "-8 112 4'. 10 3/4' 5'-0" 12 0--,, 9E I . b 0 r ~') I j • " N ti 2'-8 0 N - ' 0 N 4'-lo· 4' -e· 7/8" 0 I /2" I 3'-0 5116" 6'-7' 5'-0" 6' -3• 1 VERIFY FOR !-..·~iRRO V~RFr' FOQ MIRR 6'-7" 5'-0" 0 TOILET ROOMS 206j 207 0 4 9E ,,--" l, ----I t'! I N ,0 5 >H"' ! t::::_j c::::J I '-'., 2·1 l2·-4· L I ---r-=,r--1 1-4-1 · -2" MN. TOILET ROOMS 114 115 116 ! j n 1--UJ DF I o2 0 ENLARGED TOILET FLOOR PLANS SCALE' I 14" • I '-0" °' N ;i. $w gg 'i.J 'ro "'3 ·a ,, 0: ,0 ~t -0 ::i ,0 f-0 N CWs , I '-----------~! L_ ,0 ' N N 1208 I ~ l I I L.J 3/4"?,T 5'-4 114" 'll 0 TOILET ROOM 12091 l 1 ◊ KEYNOTE LEGEND I PIECE. I -114' DIA. GRAB BAR 3 6" X 54" 2 , 0"s/EQ\--EAD BRACED TOLET COMPAR~lvEN:TS 2 A . WALL ~--LNG URiNAL SCRcEN 3 , PAPER TOVI/EL O!SPENSER 4 , NAPKIN / TAMP~ VENDOR 5. PAPER TOWEL f: WASTE RECEPTACLE 6 , CO.JN,ERT QP MOLNTEJ SOAP DISPENSER 7 , I I 4. FLOAT IPLA TE GLASS MIRROR . "ULL WIDT!-! OF ALCOVE . 8 c PLAST'C LAMfNAT:= COUNTER WITH 4· SPLASH A'JO I I /4" B'uLLNOSE 9 . COVBNATION :·OILET TIS5LE/SEAT COVER 0ISPE:NSER/MPK!E'-.1 DISPOSAL 9 A . COMB!NA TION TOILET TISSUE/SEAT COVER DISPENSER 98 . COMBNA TION TOILET Tl&,'U:/SEA T COVER DISPENSER CENT'=RED FOi< 9C. 9D. 9E. 10, I I I 2, I 3, 14. 15, I 6, i 7. : 8. i 9, 20, 2 I 22. 23c 24. 25. 26. 27. 2 COMPARTMEN rs (M"N'S). COMBINAT'QI'. TOLET ""."fSSUE/SEA T COV'.::R DISPE~SER/NAPKN rnSPOSAL CENTERED FOR 2 COM" ARTMENTS (WOMENS I , CC/\!SINA ;:'ION TOtLET -:-tSSLE/SEA T COVER DISPENSER , RECESSED FOR I CO!ViPAQ'Tt\llB',JT (MENS). COME'l'NA TION TOILET TISSJEISEA T COVEQ DISPENSER/NAPKIN DISPOSAL RECESSED FOR C0\-1PA_QTMEl'-l'T ('NOM=N'S}. POLD!NG SHOWER SEAT SEE 9-UVBING cJ:;;oAWINGS FLOOR DRAIN SLOPE SLAB TO D;:?AIN ROM 2' -O" CN ALL SIDES . MOP QACK E SWELF STAINLESS STEEL 51-6.F SOAP DiS~ENSER , R=CESSED PRE -CCQRMED 'NSIJ..A 7iCN AT P · TC'AP AND eOT WATER SLJP8_, CE;:?AMIC TLE . SEE S"EC,F;GATIO'iS FOR SIZES, COLORS , AND TRM lftTS REOJ.RED . OQc:;2 9Ut-.-1PERr...cOOK, MQ:j'\J"TED 4' -8" A.,:::. F. ·, (;) AT-EAG---l STALL ~CC~ DOUBLE RCBE HOOK S!-O'NER CURT AN f: ROD Sl-0',\'ER SOAP D' SPENSER SHO\'\'ER eEAD S't°'UE .'...EVER MXING VALVE CO\lTROL f PJECE I -I/.!" DIA. GRAB BAR 24"x36' 60" FLEX,BLE $-101'/ER SPRA, HOSE FBERGLASS Si-<OWER LNT SEE c>cUMBING DRAWiNGS RECESS SLAS ; /2" AT JRAiN. SLOPE CERAVIC TILE FLOOR UP TQ UNIT T~Es-oLD W/ I /2" UP MAXIMUM, ~ Sr N>ERID< a.EVATlONS, 9-EETS A29 At-0 A30 Date: 5-1s-97 Job No~ ,601 1 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMJTTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID Carisbad City Library Cardwell/McGraw .A.rchitects Architecture Planning fnteriors FNLARGED TOILET ROOM FLOOR PLANS 1221 Second Averrue Seattle WA 98101 206 622-231'! 701 B Street #200 San Diego CA92101 . 619 231-0751 H -------- ! :.------~ \ ' \ i - \ l J ----------+--+------ 33'·_1 _ 314' -,!<----------------~ 0 0 1.8 3 0 4.5 A B ENLARGED AUD~TOR~UM FLOOR PLAN SCALE= 1/4" = l'-0~ D KEY PLAN Date: 5-15-97 Job No.: 960 ! 3 5-15-97 PLAN CHECK SUBMTTAL 6-20--97 PLAN Cl ECK RESUBMITTAL 7-8-W BIJLDING PERMIT 7-15-97 FOFIBC>S FOF\REW IE Tol: anrg e& AJ111oi to,i. IJ.llm Room §c1'1edlulle 12B P,_ATFORM 129 STORAGE 130 AUDITORIUM I 30. I VESTl9LLE. 130. 2 STORAGE 130.3 FOYER 130.4 FOIER I 3 ! VIDEO PRODUCTION ROOM 132 POST PRODUCTION ROOM 133. I JA~TOR SB STAtR #8 I . PROVIDE ALL ENTRANCES AW EXITS TO BE ACCESSIBLE PER SECTION I 00 I . 9 . 2 , PROVIDE ACCE5SH-.£ ROUTE OF TRAVEL TO PUB-IC WA, PER A I AW SITE DETAIL DRA\'-IINGS . 3 . PROVIDE ALL INTERIOR QOORS 'NITI-I LEVEL LANDINGS AT EA0-1 SOE AND ALL EXTERIOR DOORS WiTI-I MAXIMUM 114. OFFSEr OF EXT. SLAB . REFER TO DOOR SCI--EOULE FOR DOOR 1-/ARDWARE REOUlRElv1.ENTS . 4. PROVIDE MINIMLM ! 8" CLEARANCE AT STRKE E:iGE ON SDE TO WI-IICH JOOR sw,NGS AT lt-iTER!OR DOORS A!-0 2 4" CLEARANCE AT EXTERiOR DOORS . 5 . c=iRQVIUC J-RINKING FOL.NT AIN ALCOVE AS Si-101'-1'°' AND MEET'NG QEOUIQEMENTS OF S."'CT!ON I I I 7 B. I MIN. ALCOVE D'MENSIONS I 8" DEEP AND 32" WIDE. 6. PROVIDE CLEAR SPACE OF 30' X 48" AT TELEPI-/Ct\E 7 . REFER TO SHEET A I 7 FOR FOR PARTITION TYPES cEGEW 8 . REFER TO Si-EET A I 7 . 2 FLOOR ~NISHES AND Af<'D ELECTRK::AL LOCA TiONS PLAN 9 . 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GU.Zt>G n'FES TYF£ " CLEAR i 14· r_AMNATBJ SQAR G..AS5 PER S"EO 1! 1 DA"i'.GIT 'iiA',SMTTA/\CE 3 41 SOlAR ,U>a'<MTT A/\CE, . 5 3 Sl¼DNG COEFFC8'T ILA'3EIBJ SAFETY G_ASS ~,\ERE l<EGUREDI rPE 2: Si-iil.....AR TO TYPE I ~~m--i ETLl ~ TE F:N~ Llx...ED SA.FETY g_,:,,ss W-ERE REQJ!RE;J) TPE 3, QEAR 1-/ 4' FLOAT GLASS , f_AEl:3 ED SAFETY GLASS v,,~ REOJRED} TYPE 4• W>E' GlASS (AT RATED Cf'='lN:;S Qt.L'il Date: 5-15-97 Job No.: 96013 5-15-97 PLAN Cl-ECK SUEMTTAI.. 6-20-97 PLAN Cl-ECK RESUBMITTAL BUILDNGPEIUT Carlsbad City Library Cardwell/McGraw Arch.i!:ects ~~Dt~~~NOOW A 17 ,1 1221 Second Avenue Seattle WA 9810! 206 622-2311 701 B Street t200 San Diego CA 92101 619 231-0751 I E1 I J I EJ ~: h:l; ; ;ii ::!:..i .. r@ . --' ~ :'!: @:ti i I ' I I . ' . I I ----IC3- I I ' ' Ri::FER TO ST AiR DETAILS s-fET A64 RY ST()t,E I I ' ' ' I 224 I 4 '"4 5 4 TO F.O. FRAMING -7 =-. ; ; EQ EQ E0 EQ STONE E JRDER TIPlCAL 3A '!' 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REF. 5/A63. 2 0 0 ! a TYP. crc 26 ms B.EV. 0 5 11 10 (,) cp 4 ' 0 i 6 6 PROVIDE MOUNTING BRACKETS AND COORDINATE INST ALLA TON OF COFFER 'KELLIS BY ARTIST. REF. 4/A63. 2 --__L_Q ryf §F_f:~.~ __ T . 0 ._ rt§:rET, 5 ' w F= I r,i'I <§>w. (]' 16 1HS ELEV. ~ -@ ~ 117\ r -~ -~ 2 Ille ~ y □ □ -I □ ~ ----~~' :~5J ·r __ '[] -~ ,Y ---~ □ □ cp_ J ~ l 11 Ll 0 TYP. AT Cl.POLA ,h----. +--:---.-----,----,,: --,-' ---t-,-i---,-, __ R __ ,,,_tf-_-=-=-s-_...,_ "r--•· ,.._-=--,---_-_,..i-1...1._.,._-_-_-_-_.J..c.,.l 1 _-'_¥-1~--.-1 ,.,.,-_ --,-. ~~--_"'-__ '-'_""';..1.r:-::-:,-:-:-:-:L-::::-:,:~=-=~=•:j=:=1 ====• :=:f,:-=(6=6=)=r:-,:=P=:, =====:~f-~-,0-~---a-~-E§-,3--cp-~:-': ~ ~7~~ ' .,:lelea HI ~i-_ I . I H'.J! I= I-!-I---- '-REF IO A58 ~Fr-J R.R. 190·-o-· ------ PROVIDE MOUNTING BRACKETS AND COOROINA TE NST ALLA TION OF COPPER TRE'LLIS BY ARTIST, REF. 4/A6 3 . 2 ~ T. i, P~f>f'l;T __ _ 2 I ' -• ,_p{;J?l1P!;.T~ __ ·-o· ': JAE?.Aftf_ --- ~ ~ oS'-o~ -- 5 0 ~~~T1~1 ;~EY~!ION ~ T. 0 ._ PARAPEL_ __ _ 220-0' _,. T . 0 . ROOF FRAMNG U210'-9· ~ T, 0 ._ PARA.9;1_ __ _ 206'-0' 11 @ G i 11 T'YP • AT CUFOLA © ©~ j ; 0 □ G)1-~~~l=~=-,T'--1;-,"'7'c,;-'-:-'-V'--'~-"-To-=-'IO'--'-N~-- EXTER~OR ELEVA T~ONS SCALE• i/I6" • 1'·0- 4 cp RE'FE'R TO 2/A I 9 SIGNAGE FOR ELEV . BE,Ol'-O PER A 7 I 11 WBE,OND TYP. AT 0JP --------------------------------' l. 2 AT WALL BEYOND 0 1 () 0 0 9 0 i 8 TIP. CF 26 11-lS B..EV. cp N ____ T ~ PARAPEL ..--, 220'-0" ---r;:J ' ' -----F~o);·§.-~ .. "' 0 ! 0 0 0 □ ___ FN_. R.R.~ : 90'-0 _I_, O~C/OCE FRi<M:NG~ 231'-6' ___ _L_ Q . __ F'ARA!--E I ~-2 20' -0" -----.£½of :i)•~ Date: s-1 s -91 Job No.= 9601 3 5-15--97 PLAN CHECK SUIMTTAL 6-20-97 PLAN ct-ECK fESUEMTTAL BlJLot,jQ PERt.lT 7-15-97 FOR BOS 10-20-97 FOFIFEBD KEYNOTE LEGEND I • 2 . 3. 4. 5. 6. 7 • B. 9. 10. I I . snx;co AND PAINT Ha.LOW MET AL DOOR AND FRAME REF . PLANS AND SCI-IEDll_E A I 7 BLDG . SEISMIC JOINT-REF . 11A62 TILE ROOF COPPER CLADDING -REF A6 I . I STUCCO CONTROL jQl'<"T PER SPEC STUCCO CONWCL c'ONT OVER CMU EXP . JOINT PER STRUCT . Sll<F ACE M<YcNTED L,Gl-ff FIXTURE PER E'cEC, 8'-8' AFF U.N.0. e!OSE 81138 AT 2 4' AFF PE'R ME0-1 OVERFLOW ROOF DRAIN OUTLET 3' AFF PER MECH METAL COFN'.3 PER 71A58 SYMBQ,,,S 0 0 KEYNOTES Wlt-OOW Ai'-0 LOlNER TYPES REF . A I 7 . I ~AR 'ii-8~~ ,·=-'4 n,''.I,';;."·· v't (L,>Vt I * No..C * FEl<&- o,, CAI.\ Carlsbad City Library C~rdweii/McGraw Arcl'-.itects Architecture Pla.mirg Interiors EXTERIOR ELEVATION 1221 Second Aveooe Seattle WA 98101 206 622-2311 701 B street 11-200 San Diego CA 92101 619 231-0751 0 T . 0. PARAPE--'-T _ U 210'-0" - ~ T.0. PARAPET 206'-0' '3 Fll\J , P....R. __ _ U 190"-0' ,,. T . 0. PARAPET=·---U 206·-o· r-. T_.O. PARAPET~--U 206'·0' C? I I ' ' c-, L ,,.-----_ 1 - I _) 1 I I . i IN 2 i 0 0 Cf> I I 5 ' I I I -, ' -- c;D C-----j ' ' ' l ----0 i --%> <@ } 49 , ,-7 ~IIIT i HIILUI . 'C ' ' :~: ,. ' I I I U I l 11 -~~ ' { 1 ' I v . !N \ I . ' -·: _, 1 QI_ ' \ I! L ' j • I'=" • ' ' I -~-' II I ~ L _.Jy \? ! ' '----'( I--. I, : ' I. ' ._ ', ' @ r ,3 ----24")(48" L ' ~ POSTER SIGNAGE PER A7 I A5 J CASc 12l AUDITORIUM ELEVATION SCALE: 1/15' -1'-o'" 5 7 I ' I - I ! ! 1 ' . ' ' i ' ' ' ' . ' I ' i i ; i i ' ' i 1 I i ' ' I ; ! --- I I SEE Ai8 FOR ELEVATION BEY ~ SIM-REF 7/A6 I (NJ n □ □ □ 1 1 ii . ~;.,._ □ D ---"" ~ ';" "' "" ' '( 2 \ @ ' 9 \ ------b 9 800( Kl-OX A6 DROP (3) BOX RECESSED BCX LIBRARY ENTRY ELEVATION SCALE: 1 I i1' = 1'-0" 0 ' L@ L@ ' ' : c::=,-1[-r-:::::i: ! ~ . ,---:-:] .-. '1: I 81 ---I ' '!7 -; ___ J i l ~ 1:7i ~ I i----i ~l . , -JL__j '----' 06~ /16B\ 7 l ! Ae:; I , I A61. I . . -COFFER CePPER \ PAl'ELS AUTO DOOR. SIDELIGHTS c TRANSOM REFER TO DOOR • I 43 q) I . - 1 m~: ' , I j ~ ' ' @ © 1 sn=o TOP PER BIA59 AT ARCADE T"l'P • I i ~ - ' ' ' ' COURTYARD WEST ELEVATION SCALE, 1/8" = 1 •-0• cp 0 I 1 '1 SIGNAGE FER A 7 I 7 I ' • ! y I I r -8 i . I u N ,, • . 10 10 0 COURTYARD SOUTH ELEVATION SCALE: 1 /8" = 1 '-o'" ENLARGED ELEV A T~ONS SCALE: ~ /8" "' I. -o~ 8 I I ' 10 □ '®i□ -7 I I -~ '□ [ ; □ ---, ' "',. ---~ . - _el ' . ~L-. ' I (4\ I 0N I RECESS={) BOX l IA'j9 ' I B"x48"x 3/4" 5TON= DEDICATION PLAOLE 0 (µ ' I I -- l 0 T.0. PARAPE~T_ U 206'-0' 0 FN. FI.R~ __ .::7 190'·0" - 0 0 i 5 -1r= i I I I I ' I . ' ! ! c;D I f cp T ' I cp I -0 ' %' _j, ,f J7! r;;-~ ~ -, ' . ':r:: 3 [J lq> i. • ;__J ;, . , jc__..J I,; 3 2"X6 CASE D fJ 7 • '!< Ii I A59PQSTE 'I l~p~ • ~r:: L] I ' I ~, I . \ ; . "'l'" 7 ,----, '----' L__, ~: L:: _ :J ' ' . ...-!__ ·, ' L__-: LAY bi IB£PHQ-;E ' I 5 N 0 i 0 cp I r I / SIGNAGE PER A7 I cp 1/ ' I L 6 ! ' L L E :~ ' © I ' @ 1 0 0 COURTYARD NORTH ELEVATION SCALE: 1/11' = 1'-Cf 0 q) I 0 I ! © ! I I 7 COURTYARD EAST ELEVATION SCALE, 1 /8" = 1 '-0" 0 I - - 12) I ' J ~ cp I 1 ; ------'-T. Q_. PARAF'ET I) 210·-o· \JI -~T~. 0. ~ PARAPET 0 206'-0' \JI ___ _FIN. FLC::', JI) 190'·C·\JI -_~T~-0 ~ PARAFET 0 206'·0' '-.J ---_RN. R.R. 0 I 90'-0' \JI 0 L - Date: 5-15-97 Job No.: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBldTTAL 7--a--gr BULDNG PEFMT 7-15-97 FORBDS 10-20-97 FOl1 AEi30 KEVNOTIE LEGEND I • 2. 3. 4. 5. 6. 7. B 9, 10 . I I . STUCCO AND PAINT H'.)LLOW /./ET AL DOOR AND FRAME RB" . PLANS AND SCi-ffiLJLE A i 7 BLDG. SEISMK: _<)INT -REF. I IA6 2 TILE ROOF OOPPER O_AODN; -REF A6 I . I ST1JCCO C()/\cTRQl_ JOINT S\3< SPEC s-ucco CONTRCT-JONT OVER CMIJ EXP , JO:NT PER STRUCT . su::FACE MOLNTED LIGHT FIXTLRE PER ELEC, B' -8" AR= U . N , 0 . H'.)SE BIBB AT 2 4" AFF "'ER WECH OVERFLOW ROOF ORAN OUTLET 3 • AFF PER MECla METAc COPING PER 7/A58 © KEYNOTES 0 WNDOW AND LCUVER TYPES REF. A I 7 . I Carlsbad City Library CardwelVMcGraw Architects Archil:ecrure Planning Interiors ENLARGED ELEVATIONS 1221 Second Averue Seat11e WA 98101 206 622-2311 701 B Sireel 1200 San Diego CA 92101 619 231.;)751 T . 0 . PARAFET 220-0· I b 90'-0' " T . 0 . PARAPET 206'-()" . ra.. 8, CJ, FRAMING U 200'-()' ' l ' I • / ' ' ,, . ,, I ~ !......-,; ,- 10 1 □ 0 ' __.. 90 ' "T.0. 2 I 0'-0' 1 ' •. I PARAPET : RB" I O/A58 \ --; i ,-------,,-. 1 LJ i ,-------,-, ' '. ~-=-1: --d I ,\ . ;1 _:.___,I 0 PARTIAL EAST ELEV AT I ON SCALE: I/ff = 1 '-o" -'-AClll'ffl'-lG BRACKET DET AlLS (4\ ' " A§ . 2 9 cp i ' ·□ □ WEST ELEVATION AT ARCADE SCALE: 1 /11' = 1 '-o" MOLWIN:o BRACKET DETAILS 3 $2 ' __,, • --; I -,/;;I, ------- 0 n-+i.- □ 0 ' ! □ 0 • ! _c@,_ ------- 0 11 ' l 0 1 L• ' I © :1 I I I I ' ' PARTIAL WEST ELEVATION AT AUDITORIUM SCALE: 1 /8" = \ '-o" r---STUCCO TOP / PER 8/A59 □ ' @ (f)T,P ~ ' ' 7 ' i L 0 I I □ PER 8/A59 /srucco TOP dJ . -""c@,"'--------. ----~ ..::;:::.----~-' ---~ § .;::, ----~-~@----§::;, .C----~ .. Y. ~lN-F U '90-0 ' ' : • ' 10 . □ 9 . ----- 5 EAST ELEV AT I ON AT ARCADE SCALE: 1/ff = 1 '-0" □ ---. LTILE PROV'DED BY -ARTb T , MOJNT FLLJSH TO PLASlccR •5'-0" A. F. F. TYP. OF 5 ENLARGED ELEVAT~ONS SCALE• I /8' .. l '-0" . ' '"' - cpTYP co ' I . - "T.O. PAR~PET 2 I 0-0' ~ I 0 "FN. FUR 1 90· -o· 3 PARTIAL WEST ELEVATION AT GALLERY SCALE: I /8" = 1 '-0" 5 □ □ G 0 ' [ ' ' ' • ' • ' \ \ ' ' I -PROVIDE MOUNTING BRAO:ETS Aell TRELLIS BY ARTIST / COORDNA TE INSTALLA T:CN OF OOPPER C;) I ~ (~ BRA<XET a=TAlS L 22·-o· / .J'~---~~-----;'~ i 1 ' n □ • 0 I ! 0J> © ~ ~ . . cp . @ □ □ ( 4 \ 0 MOLNTING BRACKET DETAILS· ', IA61. 2 ' _{;}_ _{;}_ I ----@ --:----....-:: --------------------r;::::~:.---©-.--: ---,._ ,::;::: ---.;::, ~ \ □ LTILE PROVIDED BY ' ARTST, MOUNT 9-USH •O PLASlER •5"-0' A. F. F. TYP. OF 5 I / i Date: s-15-97 Job No.= 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBl.fTTAL 7-8-W BULDNGPERr.lT 7-15-97 FORBDS 10--20-97 FOR REBD KEYNOTE LEGEND ! ' 2. 3. 4. 5, 6, 7, 8, 9. 10, I I . STUCCO AND PAIN'f 1-ULOW MET AL DOOR Ar-0 FRAM= REF . A..ANS A'-0 SC>-EDULE A i 7 B_DG. SEISMIC JOINT-Re". 1 /A62 TLE ROOF COPPER CLADDING-REF A5 I . I STUCCO CONTROL JOINT PER SPEC S'1LCO CONTROL -'◊INT OVER CMU EXP. JOINT PER STRUCT . SLRFACE rJ~'TED '_IG~T FIXTLRE PER ELEC, 8'-8' AFF U .N. 0. hOSE BIBB AT 2 4 • AFF PER NEC~ OVERFLO'IY ROOF DRAIN OJTLET 3' AFF PER tvtEC:1--.j METAL COPING PER 7/A58 SYrJ.80LS ® KEYNOTES 0 WNJOW AND LOUVER T,PES REF . A I 7 , I Ca.r!sloo.d City Library · -- Cardwell/McGraw Architects ENLARGED ELEVATIONS A20 1221 Second Avenue Seattle WA 98101 206 622-23tl 701 B Slreet #200 San Diego CA 92101 619 231-0751 ~ T .0. PARAPET 206'-0' WS9 A25. I 0 cp 0 I I I I SUSP!3'0ED WOOD PANELS ( 18' 0 cp ' I I I I I I I 0 0 (wS9A\ 1 .._ A25" I -- n ~ ·n . ·LJ'_i 1 11 !_ I_ . jl 'I •I I :LJ !L---l ' ( 20 \ UGHTING (9\ WOOD Ar-0 SlEEI... • '-.... A 6 ,\ ARMATUREE rA6 4 CEILNG DETAILS I 2 . 61 / ~'- © /~. -~--' r;:;'\ /,.' / . ~ -~'\.. 0 /~ ~ '-~ ~-' --~-" I T.O. ROCF FRAME AT RDGE 2 3 I'-6' 0 ROOF FRAME AT GRID 225'-2' ' ' I ! I I T .0. PARAPET~ 2 20·-o· ,.O. DECK.-, 217'-6"~ FIN. PR. 204• o· --._) . ,-.,k'..~, -' . --R' +----_:i:_r_·_~=•=~·=•c~•~=T~._, I 220-Q C-. T . 0 . ROOF DECK 1 •u,..,_2~, 57•_--06-c". ~~~---------, ' . ' ' ,1------11------1---- 1------11------1---~------' I 17,l~=;;;;;;;;;;;;;;;;~" Ft I I 1'1, I JII-~-"""_ """_ -~-"""_ ""'_ ""_ "i'liJ"11-""_ ""~~-""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_""_ ""~-""_ ""_rL ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""_ ""~_ "'1)7--tt;:l --11r----~T ~-Oc;,· 7'=~~~K ~/Ci._ -~",v.%1 II\( f 1~1 I 21 7'-8' 'CJ ill T.0 .. pJ,,_J. ..... T _________ ..,.•:V/O~·~~~~--tl-------fcL~1 I lbJJ====~t}=============r=r============r==r=~ I u 2, 4• -o· : I ~~=:::;;::. ::::;::;;;~;=::::;rn I I -· 1 I C-. T . 0 . PARAPET 'C7 206·-o· _,,9 DEQK___ -- ,.~ "'.!," ·-,• .:...UJ V r'I, Fl"l . ?J2 . ..,, 190· o· -(ws1 7 I' 1A28 .. \ I I ' . I I ,, , I ! /: ·~ . . ' ~ ·-·•-'· ·., ' .,,.,,' ) . '------~ SECTION SEISMIC JT--,----.,. 't-- ,~. ----~, n: , . t I/ I' ;/_ I '-, •· 0 ~MOTCRiZED '-Y 3 LCIJVERS ~-Sk,UGI-IT 0 © I '~!Cl.PB I~ ~/ic-?c=c~~~ ... \ ,+---, \ ----:~ Ii --.---~ --------1----'------rr / " " ~ I BU~LD!NG SECTIONS ' Ii !! __ ,_, ~ M ! 1r~ 1 . . . . . . -~ _ . . . . . . . . . . . . . ~ b ::±sJ 1 E---= J ------" C ) I I WS!8\ I,. JA28 - ,-,-,- I - I !I T. 0. ROOF FRAME AT RiDGE~ 2 3 1 ' -6" ! . 0. ROCF FRAME AT GRID ~ 225'-2" 0 ' ' ' I ------------t---------------,,,,----1 I FN. FLR. ~ I 90'-0" T . 0 . PA.QA.PET ~ 2 20·-o· T.Q. DECK~ 217'-6' FIN. R.R. 204' O' i 90'~0' Date: 5 -1 5 -9 1 Job No.: 96013 5-15--97 6-'ZO-W 7-8-97" 10-'ZO-W PLAN CHECK SUBMITTAL PLAN Cl-ECK RESUBMnTAL BUI...DH3 PEFMT' FOOBDS FOO FEBID I B 0 KEY Pl.AN SE£ DI/IGS A21 AND A22 FOR SECT ICtlS. Carlsbad City Libraty Cardwell/McGraw Architects BUILDING SECTIONS 1221 Second Averrue Seattle WA 98101 206 622-2311 701 B street +200 San Diego CA 92101 619 231-0751 i -G. :<'<YJF Qc::;.< ' L ! ~--6" ,r _,.,·· /- / _,,, ,/ 5 6 ~ ~ [77 ~/✓ I I Ill.",= .. = .. =!,=.= .. =.=, ==.,·.·1·1=, !.,.=,,,_',,·.=· =.la,,========,i;=,========s!F='=======.la========4=========aj;===='f"==='=$= I ill,: !li!i!lii '!!!{'' \ • 1 It h lgi "'!"'l1b;:!1~,~t"'1''.:Sfc~"'' '",,,!~?=' """'·"'i ·,:"'~:.?~';bi::;~("'!· ~*i-*,! ,*!i:*:'i:iliiii!*i'iw:'1ii!"'l!ibliii=Jaeii ::iiiili )\,;niiii !!: !iii! i~ i ii ,!;it"'; ~•·m!;;,'~' ,.''...,,:;il!,#s!i.,ii,.11,..i; Ii it(! Ii !'_ii\ ! ii 111 i I ~ 1--:; :Li i_' _--: .. ·_;:-;Cl,!: 1m1' ilil" i I iw;' I imiil1.i <cc, .,_1:lill1 i!!JLi i '.:,[ ! :L; c....· -. :-(-< :.:-: '. : : ; i '; i,u; !mi i 'WJi 1': WJ!. 'ill: ii 1 illi' if !!jlililllllllllilllili i ill: ill'/ )ill(::lil:' i[L·:' =ill; :r2U -'""illilllllliiiilllts: ;:iliJI I '"WJ! /ill:,/ 1w:D1:i '!:..' ~· ~=-Ll1 11J. Lllil:.:jhll i/illi ' 1 illl L·: 1ce:.Ll .. 'illjllili i 11 Li::;: ~="4:t:1:tt!t~1~E!:,n::•WJ/! iTTiw;: !1/illi I µaci!!,'.ll:!/;t: i I !lliJU/!l'! ! )L,I i j"! ':.i- 1 ; 'C.' cc..•ill; Jill, iiwj; i ILi ! ';_I' i(LJl -~-~ J ___ -------------1---------1------ 1 . ~, 0/B El B B 8 B El 8 B El B!i B l f:::l:=====c\===l===:r===r======?'i=~.:.c.:.--;r!------______ ,--------, .REFER TO iNTER1CR aEVATICNS A35 -----~ 1 SECTION I I 2 l I I I I I I I : ! , .r,,·c.~ ~-;a~ t ~b Y ~ il~~"ig ml ! I ! Jill ,--,., ·1 TT_-,--_, ' I I ! ' ' I 11 : -, . ! i ,- i I --7 i . i i ! ~ i ; 11 I , ' Date: 5-1s-91 Joo No.: 96013 5-15-97 6--20--97 7-15-97 10-20-97 q> PLAN CHECl< SUIMTTAL PLAN CHECK IESlB.ITTAL BUILDING PERt.lT FOR BOS FCRREBO KEYl't.AN Si:::E :J-'M.-;S A21 A:r,,D A22 FOR SECT !ONS. cp ,------1 r--n ,-1 n 1 ~----~~--~-~-~----'-~----~-~-~--'-~--~-~---~----. ---'---._._ ___ ______,._ -'----~---~--~-'--~-~--'-~--~-~--L__-, __ _ -~-----~---~---L--------------------~ I I I l ' ' r' □ I ') :, 1/ s...J -----l l l l 1 I I I I --" -· ·---&;;;_' SECTON I ----~---------.... BU~LD~NG SECTlONS SCALE= I /8' ~ I '-0" ' '·' J I ' 'I -• ,_ I '' '' " I .__ r·I w □ - I I j l ( 17\ ' ' A~2 M:'CHAN1CAL ENCLOSLRE ASScMELY -- ' " -- g & I -hR RATED nna ASSEMELY A62 ~·-,-- 1 : ' ' 11illl ' "" j J---,,,----1-... , ! .r l ' f ' I ~ T ~ Ca:=-CK 2(;7'-ff ', \ ·~ ' C, ?A;::,._;:::,,-::=--' i, 2 4' -::::t L ' ' N ,I - l l ' -~ ___/ II -ROOF DRAlN AND i~ OVERF,_Olli LINES, RLN Tµ/0\_J CURRiNG AND QOUTE PER MECl-j I ' .. .. --" I I , I !_i_[ (1 ' REFER TO ali)jt,,G ELEV A TK)\IS Al8 FOR WALL BEYOND ,8 SK,LIGl-ff DETAILS r'IEN, ' jAq AWAY ' \ ~ f" i' □ ~ ,: c"-7 I! /-1-1 ![ I -~I ' ,~ ' \ ~ ' i 1 i I ' I I I l I I l l l - '- ' -:'? - Ji ' ' ~ l -. -. -' --' . a·• ... , .. - t~ ._' ,.-.: l mm I, I : : 1 : '. 11 ', i ! : , · !' ' -: :,, ! ! I I ' ' ' ' ' i ,,I ~ _j_JJ_LLLL-'-~----LLLL_~_j_j_JLLLLL.L_j__J__j_J ___ _c__L_L _ _l_J_'---l_1-~-'--1-u_-'---'-'-' -'/---'---~~~-___:____;_j_ j_i__L ,-,-- PER M FROM ~ ' I - Ea-i . TIGHT -o BEA'v1 PARAPET n1 ~ ~r--" ,_;_,_: 1~,-.-,1· 1:_,,__j 11~,------i -· . \ ·•-~· l , , I I I , T1 ITTI . I . ,------ ' I I'; 11 I ,I ' '! .---ii ;!_,, ,, ii-, :~:.__:-t !: -~ -------_____ _, REFER "0 BIJILDNG ELEVATIONS A I 8 FCR WALL fri'Ctt) I' i 1 j I I ; ., ''i~_J I I " -I' ===a:::::li f.!L-L-,'IJ'r---'---_..:s,,'": '---~--AA-Ll:i-"-1 f----= VA I i , I I II! I 1 ,------ i ! I 'j ,_ II :J r c/cJ A1'10ty _ ,~ 'ii 84 / '1, ·",-;; ~/ 1 ~~~ ~ _, ,1 ,L,. ,_ 11.z.,-,1--='+-~ * * , .. t= c~\.. C~.rlsood City Library Cardwell/McGraw Architects BUILDING SECTIONS A22 1221 Second Aveooe Seattle WA 98!01 206 622-2311 701 B Street !t200 San Diego CA 92101 619 231-0751 '9 2 '>---' cO '9 A63 WALL SECTION ~/ALL SECTIONS SCALEi ; /2" I' -0" 0 ffi 4 20 A60 A6 2 A6 T.0. El0O< 220'-0" T .0. CECK 2 I 7'-8" d) a) N FN, R-R. 204'-0' b d) 0 a) N 190'-0" 0 :2021 5 19 19 A6 SiM. i = I ~ \1ECH -EOJlP . l.ill1] t~"-~-" <· .· ' • ., - I WALL SECTION 3 7 A58 A60 2 A6 8 A6 20 <I] -0 N b b st N OJ b b T. 0. BLOCK 22C/-O" T, 0 _ DE.CK_1J!; F!N ,-: R. 204· -o· ' • ,0 0 ! (>--J °7 ' i 7 10'-- rS A58 r:~- A6 19 ~ 19 A63 / / ' ' /' -' /: -' I /: / / ~ • < ~-:~,;-. -'-~~~t-~·: _:~:-.;~~~ :_~;, ~ -~--:i~J·-~f ;-~ :-~-~:,,~:~'. -~-{/ -~ :::[._ 0:j/', :_ ~. ~-'·,·,. ~ <~/- --. -----.-.-........... "'-''-"---~--< • WALL SECTION ..,. . Q. BLOCK ~F ~ 204'-0' CJ 2. 3. Date: s -, " -? , Job No.: 960 i 3 5-15-97 6-20-97 PLAlsl CHECK RESUBMITTAL 7-8-97 BUILD!NG PERMIT FOR BIDS !'\SULA i!NG ,A.GGREGLi.. --:-::_ -._;,,-. _-::·•C~-I S:...·JPE:: c::ER R(}'.)F P:..A."i. ~k",:_. -.- ·t--..-5u:_A ~!~G 90A-~'D :_A.C-· :'-.T;:::G::.'b.u_ ~- :::.:-Of".C:JT::::TE: 0\':=f-< CCQf<;__.:::;;::,-: ::=.:: •.·1f f AL ·"~S· __ }_A' iC-"~ ··,; A:..._LJ["-: TC 2:':: Q -VIN , ,.,..==-CAL ;:;::c-o::: 0i<'A'•/i.NGS. I+ cc,t\:C~E-:-E V <Y30:-..RY LNT '.\'.L>..L.L. =-=Q s-:::\ _ _.C':JR.AL ORA'l,'NGS 5 6 9. 6 17 '8 9. 20. 22 23. 25 26 27 28. 29. 31 "32 33. 34. 36. 37 38. 39 .:::1.0 ' co~'iC::?E""T'E .;: _OC,R s_t.,B o·,,-":::::::? ~.;,:=: bL :;:==c< f-'='R 5-R'--C0~:_.YAL ::RA·,-\':"~GS. :'~f-"'1C:t:..L -;:::: -'.JOR =R/'.,. \.-'::\iG 8 ;:'.R S~R":....,:CT .JRAL ~-J'<' .c\•,,\•t,.Gs . 5/8" G",.,FS:Jrv1 BQA;:;;is, CVER 3 -::,./t," !',';~=AL-S.-UDS A.r-.D -:-::-g[::Q•:;~ASS BA TT '~.j$:._'.l t, 7 :C)~,., _ 2 · ; ~:CK <i::t<FCQC::CJ 20!'-..::..::R="__,.E '='_t,;,, '-':'::OS 0\IEQ µ.::;_LJST t..B~.=: PE'J::S-Ac..S -8'./ER ,\z:. 'C:R='RCCrE-D :::·.::-'~c~--:-t: ::...:; C-0~ s_b3 C\/~R M-L V t':..~CK 3Ak~E;;; C--/:::R 2" 2" :::.l'.i.ND O\'EQ 6 SA\/J OVER 4' C:::\"C;:?"E'E FC~i\'Db.T ;Qt'-J P::::~ STRL:C-!_:K_A,_ C'RA/··,lf\..G5, ',CT .JSED . C-Lt.:..: 'iL_E: ~-8Qf-=-:\G C,...-·-:::R SE_::: ---t:.. "Ja--lES ·/E -:::c AND '/\.',:\ ~"ER S-1"E:_=:' '/·,_--:--·::;:::: /._J\L_A --r::D SL_;;:;=_,:\-::::;: 0-·--•E.:2 ! /2" GYPS~M C,'.)RE :2c:,o:=: NG BC·t..;:?D' A --Ac-i:D ~H::2(}....:G~-30AQD -:-o 5-:::::::_ J~CK ',Ai',..,...f--1 T\~..-!~7ED .\',QC. S-!S-EM . NO_,_ USE.8 NO' USED -GY;:,_ A•7 8BSC---,RED SAF2TY Gl-ASS N 5~R,JCTJRAL $TEE'.... ;:;:~:\ME, :~-E:;:C~ tvi();"C)R!ZED B~NDS ·.-\/ ST -2UC-" L..;RA;;__ S;__PPOR-S- SK"L-:GHT 2X6 A ~. 3, S. ST~UC"'"~QA~ -~EE, l--G!-~-,--'RAC< SCRE'h'E:C-""'."""Q UNCc...,::.i-uc .,...._,--.,,~ ra ,~ '-.---v; ":....r'--, ; \iOT uSt::D -.----:,c,: ' 0...,-, _,,_ -• :;:-..:.!N::::) W/ CC:~.-2~-:AL ::::!~NTf::0 A .. E, S. 5. BRAC'::0 !="~AME 0 ER STQUCTURAL , PA. "-,iT _Ll'--L !:::>::PC':.-:ED \11C\.-'a~R$ NOT L.SFD 20 CZ. CCPP::=;;; CLLCD".G CJ'-..-FR sz1:-.JG s-,.t,;=E;:?, Ft:L T , 5 '5. ::;YPSLJ\li ;::.i-"'::_LI. '~1~'0 ~ '\:J 2 0 GA .. ,V~..,-A! STRA~P!:'\.,G . \/8'-.'TEU SCREE'.) EX-E-Q!::);:;? SFJCCC' C:-\:FQ ~XPA\D~~_; v:::' A.L L ,1-,.:; OVER ! / 2" ::x-~;:;\QI< 3--,<:1::::,ur,....1 S•--"=:t\ C" '--"!i\JG (JI=:.;::! V'lET AL FRA~.A!'+G ;-:-'ER s:Ruc--:-C :J~/\/\'r'-iGS. ,---.,e, !\ :~!1\. ,::i;::: 'DD,-.--n:=[';·r,;~,, ;::'.l-'";__,.,_t:)r, ····-···~----· -·~-·-~-· ~' ;.,~-,--, ,:..,' .i.. 2 . P~~C,RA 'CD C,Q:,.:\lt..:;.E ;:,p2 _ S .. ::_:;c-:ir:::: ; . .-· r µ!::R 44. r=ou-t:._:'Y:; T:E-!,'-,1·8 s.-c'.-QV CQ.A!"~ S"S...,..Bv:. S 'LCCC c:_-:"-.,..RC_ PEQ S:-iE:':TS .4 . 3 SEE S::;ECS . LCCAT~ A20. ::i_c._:r-,;r LJ--jDCQSDE S :Q',_JC:---,-U-;:?ES Qi= DEC< AND A__._ EX?OS~D Cardweli/rv'icGraw Architects Architecture Planning Interiors \VALL SECTIONS 1221 Second Avenue Seattle WA 98101 701 B Street #200 San Diego CA92101 206 622-2311 619 231--0751 J Im -0 b ~ A63 I 2 )----++ , . • 6, = 6 --~ 7 ,'--CJ 8 )---II WALL SECTION ~NALL SECT~ONS SCALE• ! 12· 7 A5 A60 io :,, 2 A6 io N ·1------ b N <O c<) () ;,- r.o. acxx. 2 20-0· i::=1N. Fl,~ 204· -o· T .Q rJcCX" 203'-3" F!N. F;_ 190'-0" ('l 0 ,; ... WALL ·"'· .. • 28 till] 10 8 SECTION A5 4 A6 () ;,, 14 " "' 3 A6 FN, GRAD ~ I 20 ~ 4 T.0. POCF 204· -o· T.O. JECK~ 203'-3" F1N. FL. i 90' -o· \ WALL . . . • • 7 A63 • A5 SiM. 9 A5B -.- SECTION 2 >--~ <y-J [EU 10>-~ , o- ,9 A63 19 A6 WS6 A24 7 A58 ,II------< 3 Al------<4 b FN. GRACE T.0. DECK T. 0. E!.OCK 206'-C" Date: 5-15-97 Job No; 9601 3 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-<3-97 BUILDING PERMIT 7-15-97 FOR B1DS 10-20--97 FOR REBID KEYNOTE LEGEND MODF!ED BITUMEN ROOF MEMBRANE OVER ''-'SUA T'NG AGGREGATE L'GH-V'IE'GHT CONCRETE SLOPE;) PER ROOF ?LAN . PROv,oE s-ePED NSULATING BC-ARD LAID NTEGC?ALLl W/ fN5ULA'fNG CONCRETE OVER CORRUGA lE0 MET AL DECK . INSLLATION VACUE TO BE R-I , MIN. 2 . TYPICAL ROOF ~RA/1.~.ING 5v5-a:-5v, PER STRUC! LRAL uCIAWINGS" 3. EXTERIOR STUCCO OVER EXPANDED rvtETAL LATl--l. 4 , COl'-.:C-~TE MASO~Y Ul'-,JIT 'NAL ~R STRLJCSL.RAL 'JRAWINGS, 5 . CONCRE:""E FLO()R SLAB OVER ME:.T AL DECK PER $TQt,JCT--1RAL DRAi/,flNGS. 6 . TYPICAL F:_OQR FRAMING PER STRt.JCTURAL Ji<AWINGS" 8. 5/8' GYPSUM BOACID OVER 3-518" METAL STLDS AND FlltRGLASS BA TT INSJLA TION . 9 . 2P TWJC< -=?E;r-..lFOQCED CONCRETE PA'/ERS OVER ADJUST ABLE P::DE:ST ALS CVER WA --:-Ei<PROOF:D CONC $LAB SLOPED I / 4" ?ER FOOT ro J;;?AIN. I O . CONCRETE FLOOR SLA3 OVER r SAND OVER 6 MIL. ·..;APOR BARRIER OVER 2" SAND OVER 4' GRAVEL, 3~ ~PRe.E SEISMIC JOINT PER DETAJL 5/A58 I 2 . CO~RETE 8EAM PER S:R-CTURAL. CRAWi~ I 3 . S'.JPPL Y /EX!-'AUST AR t...OUVERS. • 4 . STEEL SASH WJefJOW . ! 5. G;}ANITE PAVER$ OVER MORTAR FED PER 5/A57, I 6. 3 · 5/8" l'v!ETAL s:u:is Pi=R S':RUCTJRAL DRAWNGS, i 7 . s·;i;:,i,._,cTLRAL STEEL ?ER STRLCTLRAL DRA1/1lNGS I 8 , STEEL DOOR WIT:..-J 8 LITES·. l 9. METAL FRAMING SIZE AS REQUIRED. 2 0 . CONCRETE FOJr\0A ~iCN PER SiRUCTURAL JRAWINGS. 2 ' . FIBERGLASS BATT INSULA TiOt·L 22. 5/6' GYP. SOARD OVER 2' METAL FURRING CrAN/'...ELS, 23. t-,,QT USED. 2 4 , CLA I "';ll_E QOQFit--;G OVER SE:__,;= -A'.:J~ESVE ICE Al\[) ~1\/A TE.Q S1----iE .. D V-rTH QA:--J.JLA TED SUR:= ACE CVER , 12' GYPSUM CORE '.;JQQFL'\G 30ARD, ATTACf---!E) T;.JRQLJGH BOARS TO STEEL DECK VV!Tl--i ""'.""b'iSTED iA'IRE SYSTEM . 2 5 , SUSPEr-..DED WOOD STRIP CE'.Ll;\K; S'!'SlEV.. 26, NOT USED 27. '-OT CJSED 2 8 . GYP . BOARD CEILING FER FINiS-, SC"'EDLLE 9--IEET Al 7, ! 2 9 . OBSG.JRED SAFE~] GLASS IN STRUCTI...JRAL STEEL FRAME. 30, !NTERIOR MO'ORIZED BL't-,,DS -,~'/ STRUCTURAL SUPPORTS. 3 ! . SKYLIGHT 32, 2X6 A.E.S.S. ST::?UCTURAL TU8'E, PANT~D W/ ~=G--r; TRACK SC-R~'.,.\'ED TO LJt"-,,':;E;:2SDE . CO!\CEAL CONDUIT iN5iDE T JBE . SEE S-~Rl.CTLfi<AL. 33. NOT USED 34 PAINTED A. E, S.S. BR_ACED FRAVE PEQ S"TRGC--:--URAL . PA!NT ALL EXPOSED MB--./BE.[Q. 3 5 . t'DT USED 3 6 . QETuRN AIR GRILLE AI\O -Gl..-CT i---:::R 6/A6 2 3 7 . ROOF ORAN LCAD'.:R PF-R P___LJl'AB'NG DRA~"✓NGS 3-9. 20 OZ, CO."=-PER CLACD!t-..G CVEQ SiZ:/\G PAPER, F:S...T. :5/ff Gl~SJ.vt S~ATi-~ING AND 20 GA. ME": AL SRAPPNG. 3 9 . VE!-.1TED SC~::~ 40. EXTERIOR STUCCO QVEQ ExPAf'..IDED rv'iETAL LATµ, OVER ' / 2' EX-ERIQR G' .. PSJM Si-EA THiNG OVER ,v\ET A,__ FRAMlNG DER s-R-LiCT. DRAWINGS. 4 I . DRA!NAGE/PRO-'ECTION BCARD W/ FILTER FABRIC OVER ~VATER RES/STAJ\'T 'v!EMBRANE, 4 2 . PERFORA ":ED DRAi~GE PIPE. $-_·:JPE i 12.. PER FOm AND TE INTO STORM DRA~ SYSTEM . 4 3 . STUCCO CONTROL JONT -SEE SPECS . LOCATE P"_R SHEETS A, 8 -A20. 4 4 , ,PANT .JNDERSIDE OF DECK A!,,,,IQ ALL EXPOSED STR1...-G:-URES . Carlsbad City Library Cardwell/McGraw Architects Architecture Pianning interiors WALL SECTIONS 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street 11200 San Diego CA92101 619 231-0751 I ' I 5' S..C-'P.=D PfRAMO SK'rL'G---IT , E\IGiNEERED PEi< SPEC ·, . .. . .. · ........ I I I _) 4 A6 I. I . 0 L __ .:;;~ _:.~!---_ :;:-_.:;---~~/?_.,,,l_~l=,~=e"', ==4~4===3l=4 ====n,s=I ===-====.;;m:J_ll,J . ! ' 6 MOTORIZED // ~ I 11----<'38 ~ //;/\. ' 11 ~ u}/// ~ . '\~~!I I ------/ . ' l , s·-o· CTR. TO CTR EACH WAY • . ' _ .. ~ ' .. .-' '• _, -• • • -•. • . • -:.•,,·< ·---~~;:ii~:et~tt~!ri,tf}:}.ri~~ WALL SECTION WALL SECT~ONS SCALE 112" -I '-0' I '-0' 22 ,__ _ __, ~ •· . . • 4 .... 1 !, r '.; : L PJ<R El2AM ~I I 6'1-1 X 8'W ~-8'>----~ I I I :.a' ;;, I '?i .· . I I 12 A6 / . ! -"-I ./ ' -~--.;.,...:-:.....----=-..a.- i ' . ' 01 ' ' ~1 4_! ,,.--...,, ~-~ 12 RECESSED CCRN!CE F.R. TREATT'D 314' -~ CDX CON7 . 8ACKlr-.K; AT GALi...ERY WALLS 12 i<ECESSED 1-~--l BASE A62 - I O.l 7 A58 / / . . 20 I I t A63 \ L.....__._ ACT CEILJN2 PcR$CI-ECUE 0-- [[TI! e I I - WALL SECTION • 1 A58 1 3 SBSMlC AS8 JONT "'-1./ 5 .A62 • 2 WS8 A25 . :J. ')i::C<. 206' -=·· 3 r::--- 1 11>---1--lil=+71 I j 3 '>--+-IJI l • • I ,I I ~I I I I I I T . C 3L:~-,:::::< 2 0'-::,,,· 8 A59 T C .. r' ' I ' I I I ' I bi I . I ,-., ~· I I Date: 5-15-97 Job No.: 9601 3 5-15-97 PLAN CHECK SUBMITTAL. 6-20-97 PLAN CHECK RESUBMITTAL 7-fJ-97 BULDING PERMIT 7-15-97 FOR BOS 10-20-ffl FORRE80 KEYNOTE LEGEND MODIF'ED BITUMEN ROOF MEMBRANE OVER 1NSULA TING AGGQEGA TE LIGl---ff\1\EGI---H CONCRETE SLOPED PE:;, QOOF "LAN . PROVIDE STEPPED NSULA TiNG BOARD LAID IN•EGRALL Y Wi INSLLA TING CONCRETE OVER CORRUGATED .'v'ET AL DECK . ;~UcATON VALUE TO BE Q-I I MN. 2 , TYPICAL ROOF ~RAMlNG SYSTEM PER STRUCTuRAL JRAWINGS. 3. EXERIOR STUCCO OVER EXPANDED '-'ET AL LA™. 4 . CONC-'E I c V.ASON<Y UNIT WALL PER STRUCTURAL 'J:~Av.'INGS . 5. 6. CO\J.CRETE F!_QQR SLAB OVER ~T AL DECK PER STRUC7L.RAL DRA'0!1NGS . TYPICAL FLOOR FRAMING PER STRUCTURAL DRAWINGS. 7 . 5U5PENDED ACOJSTICAL CE1Uf\'G $/STEM-_ - 8 . 5/8" GYPSUM BOARu OVER 3 -5/8" MET AL STUDS A"-1D F!BE:RGLASS BA TT NSLLA TlON . 9. 2" Tr--!ICK REINFORCED CONCRETE PAVERS OVER AD"JUS r AB.£: PE--'.:)::ST ALS OVER 'o/'•.'A TERPROOFED CONO. 5'-AB SLOPED 1 ; 4• P-& FOOT TO DRAIN . I O . CONCRETE FLOOR SLAB OVER 2' SANG OVER 6 V!IL . VAPOR BARRIER OVER T SA"-10 OVER 4" GRAVEL. I I . 3· NEOPRE"E SE<SMIC JOINT PER DET.AIL 51A58 I 2 . CONCRETE BEAM PEP STR0CTlRAL DRAWINGS i 3 . SL'PPL Y/EXi--{ALJST AIR LQL.:\/ERS. I 4 , STEEL SASH V\i'INOCW , I 5. GRANTE PAVERS OVER MORTAR BED PER 5/A57. J 6. 3 -5/8" METAL STUDS PER STRLJC":L.RAL DRAV-JING5. f 7 . STR'"c...K:-Tl..RAL STEEL P:::....R STRUCTURAL DRAWINGS I 8 . STEEL DOOR WITl-i B LITES . l 9 . MET AL r==RA-v!ING SIZE AS REOUiRED . 2 0 . CONCRET'= F=OLNDA TION PER STRUCTURAL DRAWINGS. 2 i . f-lBERGLASS BA TT l'\JSL'LA. TJ~. 22. 518' GYP, BOARD OVER 2' MEfAL "'LRRL'IG 0---IAI\NELS . 2 3 . NOT USED . 2 4 . CLAY TJLE i<OOF!NG 0\IER SELF -AOHES!'v'E ICE AND 'o/\fA TER Si-iiELD 'rii':Ti--l GR.41'."JLA TED SLJ~.ACE OVER ! /2" GlPSu\1 CORE i<'OOFNG BOARD. ATTACI--ED Ti-ROUGl-i BOARD TO STEEL DECK WITl-i TWISTED Wl'<E SYSTEM . 2 5 . SUSPENDED 1t,OOD STRIP CEILNG SYSTEM . 26. NOT uSED 27. 'OT USED 2 8 . GYP . BOARD C'::U~ PER FiNISH S0--EDLLE SHEET A 17. I 2 9 . OBSCURED SAFETY GLASS IN STRIJC~L..RAL STEEL p:;>AME. 30 . :NTEQ",OR MOTOR'Z::D BLINDS WI STRUCTURAL StPPOl<TS. 31 . 32. 33. SKYL!Ge!T 2X6 A, E, S _·5. STRL!C'.URAL TUB"E, PAINlt:O W/ LIGl--ff TRACK SCREV'.'ED TO UNDERSILE. CONCEAL CONDGIT iNSDE T .JBE . SEE STRUCTURAL , NOT USED 3 4 . PAINTED A. E. S.S. BRACED FRAME PER $7 R~C:Tc.RAL. PAINT ALL EXoOSED VEMBERS. 35. /\JOT USED 36. QETLJRN A!R GRILLE A"'1l DUCT PER 61A6 2 3 7 . :?OOF DRAIN LEADEQ .PER 0 LUMBh'G DRA\/'JINGS 38. 20 OZ. COPPER CLADDING OVER SlZ!NG PAPER, .:::EL-;-. 5/8' GYPSUM Si-EATHl".../G AVJ 20 GA. MET.6.L 57RAPPING, 3 9 . VENTED SCREED 40. =:XTEQIOR STUCCO OVER EXPANCED NET AL LAT~, OVER I /2' EXT-"cR!OR GYPSUM Sf-EATeslNG OVER rJET AL FRAMING PER STRUCT . DRAlw"~';NGS . . 4 I . DRAINAGE/PPOTECT:ON BOARD Wi FILTER FABRIC OVER 'NA TEQ R::$.IST.ANT :,JEMBRANE . 4 2 . PERFORATED DRA:NAGE · P!PE. SLOPE I /2" PER -;::OOT AND TIE tr-.. TO S""[ORtvi ORAN SYS-YEM. 4 3 . S7UCCO C◊.'ffRO-JOINT -SEE SPECS. LOCATE PER '51-'EETS A I 8 -A20. 4 4 . PAiNT :JNDEQSIDE OF DECK A'-0 ALL EXPOSED 5TRLJCTURES . 'i>~ ARC,,, , 1¢', ~ '>8~i i :_.;r· . L ~ {j_) ,/, _;,,._", * No.C * IS},.~ ....... 'f',.,..~ O,:: Ci\\.-\ Card111eiVMcGraw Arclmects WALL SECTIONS A25 1221 Second Avenue Seattle WA 98101 206 622-2311. 701 B Street i200 San Diego CA 92101 619 231-0751 .,,--.0.JECK 207'-8' ROOF SEISMIC ( I 3 '\ JOINT '~ [A58 jr-CL TRUSS 7' -3' s.JS"Er-DED 'l~OOD CLG. PA;,£L DETAILS I 9· ! TY ' ,----TI-IEA TB? SEA TING \ PER SPEC- CC8RDNATE W/ CLEC LOC.NS iN SLAB WALL 2·-6" 3 A6 I. ' _ . ~ COFPER PANELS ~ PER A 6 I . I 28 12 A6 I. I 7 A63. 2 \.'i/ALL Rc'FLECTOR PA'EL CETAIL t ~EVEAL AT SOFFIT iO WALL RErLEC--:-CR PAfa DETAILS Cl~-2 SECTION ~ ..... ,- WALL SECT~ONS SCALE• 112" • l'-0" ~~ ·~-ENG!F'EERED SKILIGHT PER SPEC J T . 0 . DC---CK: T.O. B..OCX~ 21D·-o· 208-.:, ROOF SEISMIC ( 5 \ JOl'JT (SiMl ' WALL SECTION cp ---STL.CCO EEYot-0- '-tlt--tt----Jt----ilY "" . 0 A63.2 MOLNTU\JG DETAILS PW LATTCE 20 WS9 A25. I COORO H\ISTAUATfC».J CF LATTICE BY ARTIST \10L.WNG CET A!..S FCR LA. TTICE ~/E~ AL ::-RAiv!:NG PER S,"Rl.JCT . l I Fl / 0 IL', T . 0 . DEQ( '-'215'-6' ' 1 T. 0. CM.JIFRA'',lli" 210-v T.O. DECK 208' -3' 8 A59 T.O. FRAMN:::, v B . 0 _ FRAI-A1NG 15>-~ ~FIN FL. 190'-0' WALL e I 6'-8" i. 9'-4' F.O.fRAM'.G ANJ7'! ~a_ CF F . 0 . CMJ BEYCND , f .,µ !/8" TRUSS 2' -6" / 3 \ COPPER PANELS S8 >----11 "'1r:'!III ' 8 ( I \ PROJECTOR ' IA63 MOLNTING SECTION f PER A6 I I 0)------, ...... i ~-+~ WALL BEYONJ +---rt-+--SLIDlt;:; DOOR PER SFEC '' WSIO A25. 7 ( 12 \ ' A6 i I ''-..I./ 7' -4" ,,-CL EEAM$ ' ff ATTIC 19>---+ 28 7'-4• ' j-a_ TRUSS ,l....-s'i7 ·• .-... - LT ~IXTLRE PER 5.EC Al'-D S":L LTG 9W PER STRUC. \ II LT PXTlRE, NOVIDE SElSM.C RESTRANT PER EL.."C , ::., -:~----:::"---qw: \ ~~ ~ -I - j Date: 5-:5-9, Job No.: 96013 5-15-97 PLAN CHECK SUBMITTAL PLAN CHECK AESUBMITTAL 7-8-97 BUILDtlG PERMIT 7-15-97 FOfl BIDS 10-20-W FOR REBD KEYNOTE LEGEND I . .V.-0D(FIED BITUMEN ROOF VEMBRANE OVER 'NSULA TING AGGREGATE UGe,T'iiEIGHT CONCRETE SLOPED PER ROOF P1.-AN , PQOVIDE STE;:::,p.,.....cO iNS'_ILA T!NG BOARD ~AID INTEGRA~ 'r' W/ !NSL'LA TING CONC"1ETE OVER C0'2RUGATED MET AL DECK. l'ISLLA TiON V Ai.UE TO BE R -I I M<N . 2 . TYPICAL ROOF FRA.VING SYSTE\A PER STRUCTURAL DRA'IVINGS . 3 , 'cXTERIOR STUCCO OVER c'XPANDED METAL LA TI-I . 4 . CONCRETE MASONR, UNIT WALL PER STRLICTU;;?AL DRAVV1NGS, 5 . CO'\JCRETE FLOOR SLAB OVER lv1ET AL DECK PER S~R0CTURAL DRAWINGS. 6 . TYPICAL FLOOR FRAMING PER STRLCTL.RAL DRAV','INGS . 7 . SUSPtcrIDED ACOUSTICAL CEILING SYSTEM. 8. 518' G,PSUM BOARD OVER 3-518" METAL STLDS AND FIBERGLASS BATT !NSULA TION . 9. 2" THICK REINFORCED CONCRETE PAVERS OVER ADJUS~ ARE PEDES.,..._b...:....S OVE~ WA TE..QPROOPED C0'1C . SLAB SLOPED ! I 4" PER FOOT TO DRAIN . I O , CONCRETE ::::LOOR St.AB Q\/ER 2. SAt'\IO OVER 6 MIL . VAPOR BARRIER OVER 2' SAND OVER 4' GRAVEL. I I . 3" NEOPRENE SEISMIC JOINT PER DETAI. 51A58 f 2 . CONCRETE BEAM PER STRUCTURAL DRAWINGS : 3 . Si.PPL Y /EXHAUST AIR LOLNERS , 1 4 . STEEL SASH WINDOW . ' 15. GRANITE PAVERS OVER MORTAR BED PER 51A57. I 6 . 3-5/8" METAL STUDS PER STRUCTLJ;>AL VR.A l'Vl1'G5 . i 7 . 5TQUCTURAL STEEL PER S'RLCTURAL DRAW'NGS I 8 . STEEL DOOR WITH 8 LITES . I 9 . MET AL ~RA.MING SIZE AS REQjjRED , 2 0 . CONCRETE FOUNDATION PER STRUCTl..RAL :JRA'v\'INGS . 2 ! "IBERGLASS BA TT INSUL.A TION . 2 2 . 5/8" GYP. BOARD OVER 2" MET AL FURRiNG CHAN'-JELS . 23. NOT USED. 24. CLAY T!LE ROOFING OVER SELF -ADHESIVE ICE AND "1/;'ATE.Q S1-1:ELD 'NITI-I GRANULATED sLJR-==AcE OVER 1/r G'PSUM CCRE ROOFNG BOARD, ATTAC~D T ~ROUGH BOARD TO STEEL DECK WITH TWISTED \i\'IRE SYSTEM . 2 5 . 5.JSPB!OED WOOD STRIP CE:IL,NG SYSTEM , 2 6. NOT USED 27. NOT USE) 2 8 , GY0 . BOARD CElLl!'-.G PER FNSH SCI--JEDI ~ !='. 9---JEE.T At 7 _ l 2 9 . OBSCdRED SAFETY GLASS IN S~RUCTLIRAL STEEL RAME. 30 . INTEQIOR MOTORIZED BLINDS WI STRLCTURAL SUPPORTS. 31. 32. SKY~ IGl--l T ?X6 A. E. S.S. STRLCTLJ;>AL Tl.BE, PANTED WI _IGc!T TRACK SCREV>'ED TO Ui'IDERSIDE. COf..CEAL CONDUIT !NSiDE TUBE . SEE STRUCTURAL . ~ 33. NOT USED • A63 DETAILc ''-..J _ __,.. SEE A. 2 2 FC'R VER":ICAL FLACb\'\Er,ff/A '\IGL..E CF- WOOD CLG PANELS 10 PANBL 3 4. PAINTED A . E. S. S. BRACED FRAME PER S'RLCTJRAL. PAINT ALL EXPOSED MEMBERS. 35, NOT USED 36, <'ETURN AR GRIL.:..E AND DUCT PER 6/A6 2 37, ROCF DRAIN LEA.DER PER PLUMBING DRAWINGS 38. 20 OZ. COPPER CcADD!NG OVER SIZING PAPER, FELT, 5/8-* GYP SUV 51--lEATHING At,,.'D 20 GA. lviET AL STRAr-'ING , 3 9 . VBITED SCREED 40. EXTERDR STUCCO 0\/E< EXPA~ED ME"'."AL LATH, OVER 1 / 2' EXTERIOR GYPSUM Si--EA TI-IN3 OVER VET AL FRAMING P52 STRUCT . DRAW:I\JG$ .. 4 I . :)QA;NAGE/PROTEC710'\J BOARD W/ Fil T-ER FABRiC. OVER V'-IA TER RE515TANT ~.1::tv1BRAi'-E , 4 2 . PERFORATED DRANAGE PIPE . SLOPE ; I 2" PER FOOT AND .... ,E INTO STORM DRAIN SYSTBv! . 4 3 . S~LCCO CONeROL JONT - PER S~EETS A f 8 -A20. SEE SPECS. LOCATE 44. PAIN, UNDERSID2 OF DECK AND ALL EXPOSED STRUCT=S. Carlsbad City Libra.ry WALL SEC110NS 1221 Secord Avenue Seattle WA 98101 206 622-2311 701 B streei 1200 San Diego CA 92101 619 231-0751 ------------~---------------------------------~-------------'------------------------,------- Date: s-1 5 -97 Job No.: 9601 3 5-15--97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMJTTAL 7-8-97 BUILDING PERMIT i6 21 7-15-97 FOR BIDS A5B I, \ ! \ 25 10-20-97 FOR REBID KEYNOTE LEGEND MOD!FIED BITUMEN ROOF MEh/BRANE OVER INSJLAT!NG AGGQEGA ..,...E ~IG:Wi\l'..;E:@-f'.'" C8~CR£:TE s~OPED PER ROOF DLAN . PRC)\/!OE STE0 PED !NSLLATING BOARD LA!O !NT:::GRALL Y '•Nl L,-...SULATING 3 >------+ 111---------------~-CCr,,JCRETE OV~l:2 CORRUGATED META._ DECK, I I 12 b 12 A6 15 1220! • 6 >---i 7 >---~ ITIIl . .. ' ---~c, h c---_·,t/ :., ;: : -: >''.;; ': .... : -·. -:· >>'Al f-•c~--''_c:C~~-":-c---;~-'__:: ___ ·L----::i--:~~::.::::·7~~-,,-. __ .· • ~--"zy~ ! I i ____________ _J WALL SECTION \VALL SECT~ONS SCAUS !/2" "' 1'-0~ b ' N <O ., ., <O FN. P~. · 204'-0' ~ i2O2i c Cf' A6vSllv1. '-..J../ ~ ~ A53 19 A63SM 2.4 7 A58 ll----<3 r0 i I A59 5 <O N ., 7 A5 '--L/ SIM "' - "' ;-. b 0 ~~;:ii:,,{: :::,_--~ ::~: ,, , · · _:.1-__ i •. t~;;··:~~;~:1~5,ti_.;:~:~j;:~.3:;. -~-~,~-~---t,;, _:;a-_;_._:-=:<~-:·:...2:-_,....,~~--=~{=..~·t_:_=,~=·-~=-c:;;~::,_;t:;~:=::-iE-~~::~,~E-~~~, .... .;•:.;;· __ r"-.:·-'.;·:....~-·:..· - ~-~--'-c_ ---=---,-.;.;:; •. J.,..,iL.::.L)IU..;;..;;; --, . _. ,,_;, --... -... : ... -' r _ _J ___ _J_7 .. --~ ..... I I I I I I 1_. _______ _j 20 SECTION ~ WALL 6 0 0 <'l T .0. BLOCK 220·-o· T. 0. DECK 2 I 7'-8" T.0. PAYN:; 204'-Cf T.O, COl'C, 203'-2' i9 RAMP EEYONJ ~ ! 0 ;,---, ' SIMI '--L/ ! WALL SECTION 7 A58 T.O. aOCK 22CJ-C' oJ N T.0. CECK 2 i 7'-8' 0 204· -o· 8 A60 b " 0 0 I r I I ' ' ' 9 I A60 . .. b WS12 A26 !'.!$LLAT!()N \/A"_LJE TC) BE R-I I MN. 2 , T(FiCAL J200f= FRAMI~ SYSTEM PER S~Rt ... C..-U<AL DRAVVJ',GS. 3. EXE.':Rl()R S-l...'CC0 OVER :=XFANDED ME--:-k LA Tl--l, 4 . CONCRETE VASONRY UNIT WALL PER STRUCTURAL .Ji<A'NNGS . 5 . C0NCRE":E ~L00R SLAB ov:::R METAL JECK PER STRLCLJRA'_ ORAWINGS. 6. TYPICAL FLOOR FQAMNG PER STRUC"7JRAL DRAWINGS. 7 . $.JSPENDED-ACOu5T1CAL CEIUl'-JG SYSTEM . 6. 5/8" GYPSUM BOA;:JO OVER 3-5/8" tv!ETAL s--:-LOs ANO i:::!BERGLASS BA TT INS.JLA TION . 9. 2" 7'--l'CK RE'.~O.;?CEC CONCQE~E :JAVE~S OVER ADJLST AB_E ~EJES..,. ALS 0--./ER ··,\'"/:,. TERPi<00::13) C0NC. SLAB SL0F':::D ;4· PER FO0r '0 CRAN. I O , CONC~E IE FLOOR $...AB OVER 2' SAND OVER 6 :,..,.1;L , VAPOR BARQIER OVER 2' SAi\:-0 0\/ER 4. GQA1/EL. i I . 3' NEOPRENE SEISI\II.IC ._.CINT PER DET AL 5 / A 5 8 i 2 . CONCRETE BEAM ?ER STRL'CT0RAi. DRAV\lNGS 1 3 . SLPP:.... Y /EX'HA:JST AtR ~OJVERS . I 4 , S-CEEL SA$-; WINDOW , I 5 , ~ANITE PA\1E:=<S OVER \..tCJRTAR BED PEQ 5/A5 7. i 6 . 3 -5 ,.5 .. tviET AL ST0CS ;::,ER S!P.JCTURAL :JRAWtr\<GS. I 8 , S•EEL DOOR WITH 8 ·.ITES , I 9 . VE, A·. cRAMING SIZE AS R=OURED . 2 0 , cor-..CRE'.E -::::o.JNDA TIO,.. PER S.,..QUCLJRAL DRAWINGS. 2 ! , FIBERGLASS BA TT l,SU_A T!O'i, 2 2. 518" GYP. BOARD OVER 2" METAL FL.RRNG Cl---iA.Nt-aS. 2 3 . t--CT USED . 2 4 . CLAY TL~ R00F;NG GVER SELF -A:)HESIVE ICE AND WATFQ 5µ1'::LD ·•..-\!'11""j....; GR/1.NLLATE:D SUR;::::AC-E O\.-'ER ! /2" Gi'::JSL.iv! CORE ::;?QQ!==·t,..;G-30ARD, .AT--:-AO-IE0 TeROUGH aoARD To s-EL DECK WITH ,wsrED ~\•IRE SYSTEM . 2 5 . SL:SFENOED WOOD STRIP CEIUNG SISTEM . 26. NOT JSED 27. NOT USED 2 8 . GYP . BOARD CE;LI¼ PER ::=N5µ SO-ED; ·J ;:::: S1-EET A ( 7. i 2 9 . 08SCL.RED SAFETY GLASS IN SRUCTURA~ STEEL FRAME. 30 . i\•TERiOR MOTOR1ZED BUt,.,'DS \"ri STRUCTURAL SUPPORTS. 32. 2X6 A.E.S .. S. s--:-QUCTURA.L T3E, PAr\'TED VV/ _:Gl---ff TQAC< SCREl\o'ED -o U"\DE:RSIDE . CONCEAL CQt,,;ry,J'T !NS:DE -l .. JBE . SEE ST::2UCTURAL . 3 3 . ;'.QT USED 34. PArNTEO A. E. 5. S. BRACED FRAME PER S"TRLCL.,RA._ . PANT AL.L EXPOSED MEMBERS . 3 5 . r..;OT USED 36. RE~L.RN AiR GRtLLE AND DUCT P-~R 6/A6 2 3 7 . ROOF DRA:N i...Et•DER PER P ... UMS!~G .JRAV'i-NGS 35. 20 oz. C0PPEQ CLAJ-:w·,JG 0V:32 s:z~~G PAPER, F~L T , 5/ 6. GY~SlJF'I/! S:-;EA T:....Jr'-<G AND 2 0 •'°djA , MET AL STRAPP!!'..G , 3 9 . ·JENTED SCR"c.E:J 40. EX-B?iOR STUCCO OVER EXPA"-.JDED ~.1ETAL LA n-1. OVER , 12 • EXTE><'DR GYPSUV SHEA TI-H·JG OVER METAL FRAMING PEP $TRUCT. DRA·NNG$, 4 l . DRA;MGf:/~OTECTON BOARD 'NI F( __ T2:;:, FABRIC OVER WA TE.Q RESIS-ANT MEMBRAI\E , 42. P-::RF0RATED ,JRA.NAGE P'F::, SL.cPE i/2" PER FC0T A.'\ID TIE N-:-0 5-;-o~.'vt "JRAr.--. SYSTEM. a 3 STJCCC 801\: TROL _:Cl!\i'T -SEE SPECS . L.0-CA TE 44. P.5? $-lEETS A I 8 A 20 . PAINT VNDERSDE OF DECK AND ALL EXPOSED STQtJC-LJQES . _,._ ' C c~~lsbad Clty Libiary Cardv,el!/~l.cGra~v ,Architects Architecture Planning Interiors WALL SECTIONS A26 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA92101 619 231-0751 ., ' 0-7 • 0 ,1:-:11'..;:-:~_ t+r::::.,...~. . · ~:"'i--.- ,l I <O 0-I I WALL ~ [TI] SECTION 19 A6 0 7 A5 ' .. ~1--11-------+-------".----'k-T'--' ,c,OL,-~El,2.0CK",8..., I r, 220-0 N +-II+--( 4 5 A58 I b b C)I -1 I T . 0 . r:JcCX ~ 207'-8' 8 ,-....... -,, rr::uI / "------t 2-z / A-J. FL., / 20 7 . I ";' ! a 7 )-----' 12251 (: . . l A58 3 /4.41--l------f 4 12 ll-----1-+-<1 4 c,i Hl ....--......,,,,..1 --+-t,=--- ~ -i -! I ! .,, "'I I [TI] 07 I J j WALL SECTION 10 A63 WSl4 A27 0 ! 5 A58 NI ' . c-- <O N • N . N '°!_ E ----i•--,-- ; T.0. BLOC<'.~ 220'-0' T.O. CEO< r-., 2 ; , · -a··-u T. 0 . OC-0:. ~ -207'-8" FIN. FL.~ 204'-0' j " l I WALL i9 jA6 0___________,I 12251 ~ !9 A63 ' . . '' .. •·: SECTION F A58 _..i :;-+------t---------"1<------"i<·L~~ --,--, , T.0. aOCK~ 220'-0' 'C7 1/ I I i b 12 17 N b " 11501 20 j . ___L_() . DECK ~ , 2 I 7'-S' I i. b b "' -f . T . 0 . rffY. ~ 207' -8" Date: 5 -, s -91 Job No~ 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID KEYNOTE LEGEND V.ODIF1ED 81TU~:::N ROOF 11/EMBRANE OVEQ iNSLJ.....A TING AGGREGA Tf LIG~.T•/0/ErG~T CONCRETE s_o:.-:ED PER QCO::: PLAN . P~QVDE s-~"=:PPED INSU.A TING BOARD LAD !NTEGRA;..L Y 'N/ l'\JSULt>.:"NG CONC::?ET":= OVER CORQUGA TED MET AL DECK. INSULAT!ON VALUE TQ BE R-I i MIN. 2 . T;P:CA~ ROOF ""RAM!l\.G SYST::M P::R STRLJC-:-LRAL DRA-•NI\/GS . 3 . EXTERIOR STUCCO OVER EXPA'JDED MET AL LA TH. 4 . COKC.:?ET::: MA.SQ!\RY lJ'\ilT ·~iJALL. ;::,ER S~C-T~RAL :JRAWINGS. 5 , CONCRETE ;:::;__QQR SLAB Q\/ER iv.ET AL JECK PER Sl"<'UC-L-QA~ CRA'{,•!\JGS . 6 . ~YPICAL FLOOR FRAMNG "ER STRL-CTURAL DRAWiNGS. SU5?Er-£lED ACOUSTICAL CE1;_iNG S':'5""'."E\,t .. 7. 8. 8-18" GYPSl;V_ aCJARD OVER 3 -5/8" METAL s;uos AND F!BERGLASS BATT INSLLA I ON . 9. 2" -S:-~iCK ~!NF-8-QCEO CONCRE-,-E PAVD<S OVER ADJ~ST AB;...E P-~:J::s-A-c..S CV'.::R 'l-:A -:E:.F-<'00.::ED CONC. SLAB SLOPED Ii 4" PER ~oo, ~o ORAN. 1 0. COI\JCRE'E FLOOR S'--AB 0\/ER 2· SAND OVER 6 M!L. V_l'>._PQR EARRIER OVER 2" SAND OVER 4• GRAVEL. I ! . 3• NEOPREf\.lE SES.'v4!C JOINT PER DE..-/~!L 5iA5 B I 2 . COl'-.CRETE BEAM PER STRUCTURAL DRA'vVl¼S ! 3 . SLJpPL 1/EXt--lAUST AIR '....Ou\lERS . '. 4 . STEEL SASl-l WINDOW . I 5. GRANiTE ?AVERS OVER MOR--;--AR BED ::,ER 5/A5 7 . I 6 . 3 -5/8" VET AL S1UDS PER STRL.CT;JRAL DRA'l-,/1r-.JGS . i 7 . STRUCI c.JRAL STEEL PER STRUCTURAL DRAW~~GS l 8 , STEEL "J'CCR W!T~ 8 ~.IT'::S , I 9. METAL RAMNG SIZE AS •<EQLJ!RED, 20. CO~CRETE FOU-..DAT,ON PER STRc-CTURAL DRAWiNGS. 2 ! ~1BERGLASS BA TT 1NSU...A TON . 2 2 . 5/8" GYP. BOAR"C-OVER r VE""'."AL FLRRh-'\.G CHA>,NB..S. 2 3 . NO; USED, 2 4 . CLAY ~k-E R·C-C-F=lt,.JG OVER SELF -AJ---lES-.\t':: iCE AND \".;ATS< S•-1:ELJ W!TH GRAf\.l:....LA ":ED SUR,=ACE O'v'"!:::R i /2' G"!?SJM C:8:?E ROOF'NG BOA.RD, 6.:"--,t~·2--s':=D T~QUGµ 30ARC:: TO S"".""EE~ ~;;:CK ',-\'T:"H "''.\'·:;5:-ED . :::~ .,, '_•-'----,~ 2 5 . SUSPENDED 'o/'-.'00D STRIP GEIUi\iG SYSTEM . 26. NOT USED 27. NOT USED 2 8 . GYP. BOARD C:-fl_11',.!G PER FINiSi-l SCHEDULE SI-IEET A I 7. I 2 9 . 08SCLRED SAFETY -8...ASS N S""."RL...CTIJRAL STFFL i'RAME, 30 . !NTER'OQ MOTOR1::::J BLINDS VH STRUCTURAL SLPPORTS. 3' SKYcO-IT ~""""?· _;c;; ___ Qti.L 'U9E, ~ANfED W/ '-.. >-:.,,~-x•~ _ :.:e:~..;c.EAL 3 4 , ?AIN-ED A , E , S. 5 . 3~ACCD ,=!<AME ---"~-R STR-._.CTURAL . PAINT ALi... EXPOSED :vEtviBERS . 35. !'.-i()T USED 36. RETURN AiR GR>L ... 2 Ai\/0 CY.JCT ?52 6/A62 3 7 . ROOF :JRAIN .LEAJ~R PER PI_UMBING DRA'/1/ir°'.'GS 3 8. 20 oz. COP~R CLADD:f'~G C\/E;< s:z·f'.G, ;...~ELT, 5, 8' GYFSGM sµEAT--i'.f\.G A~D 20 ~T AL 5--;-RAPPING . 3 9 . VENTED SCREED PA~.R, ·""" .... ~-- 4 0 . EXTER10R STUCCO ov::R EXPANDFS-V!=T AL '..fl. T~ . 0\/CR i ...-r 2:x-E'<"OR G':'?$~'v'. SHEA .,...;._;NG {)\/ER \IE--:-A~ FRAM'l'';G P=R S~Rt..CT , DRAV'\'INGS . 4 I ::;RAINAGE.'PROTE:CTION 304.RD ',Nf FL T2R -FABRIC OVE::-R ·/-.'ATER RESST ANT ;.,,.'EviBi<'Ai'-£ , 4 2 , --P6?FO:;;;?A ""i::D JQA!NAG':: :::::i!PE. SLOP:: I 12" PER .FOOT AND 'T"'IE N'O s-:-oRM DRAiN SYSTEM . 43. 44. STUCCO CONROc ~01'-.'T -SEE SPECS . '-=A TE PER S-~'EET5 Ai 8 --A20. P b..l~T ~Jr--DE::RSl:J-E STRUCTi.RES . AND A_.L EXPOSED Carlsbad City Library CardweU/rv1cGravv Architects Architecture Planning Interiors 'NALL SECTIONS 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA92101 619 231-0751 _-,; . : ·~ . ,J . .,. ct .··1 -_ -·/J o:~ .:::j '-,:~ ~ .f" . ' .. -~ . _-;, . ---;-~ . /:.> . : ;:, ' ' 't i.. • I i i ' i- • -C '.£! - ~ -,, ~-··:,\· = -3 -~ ;:: ;:.- • j ,-j,"-!··~-.;,-;;--."'-»-:.. :.. -· ""' -¢!.4.; a• • -►!lf!gl1,,,«,l!¾t!ff4!""1-'· l:@5®.IJ!f@!►.!!I!!,,. l!C:J•_m" as1u1•~&-.: ;+: r ., . , . . ------·---._ __ ·... . ...... ...,;. __ .j...... ______ ....._ _______ ;,.... ______ ~----------------•-- • r -, • • • . • IIIll • . . .... • • , -. ' A6 I I • • • / ( ! _j // ,, ,, ' 8 >----<I • • • . - • -·- • 7 ,- A5 -' ' • ' ' I - j --,,,----------------------,---------~ ' _ _j • ; -... -- \__/20 11 e b b 20 • WALL SECTIONS SCALE, ! /2" .. 1 ·-0• ... -..... _.;;- b ,0 • • • T. 0 . FQAr-JiNG _,..... 2 tO'-O'U f I AN. F •. I 9C:-O' • ' ' -.. - • 8 A5 9 A5 SIM. 40 >----ii -- ---, t .. • I -• -:t' T 1 II -"I i • .- ------ WALL II l • • I • ' ! • SECTION .. -I , I ·-------------------------------------------------------------------------------------------- ' Lw 5 ",c-• • 9 8 A59 I ' -= ,,.,.._ ... "II 71ST f I Or --.. _.- .... .,i:.,. _ ..... A28 --· T ' b' FR 206'-0' T.O. !JECK 203'-0' r----+-<40 I 2 ' t • -~---~;=- ----- ----r-· b ' D 19 '-0" 14 A5 I 1---------.,:I I __________ _:] J -------------" 13 A6 HAJ>.OOAL .. SEE I 3/A62-,--~-! t 5 --t·H-< 13 A63 0 , . I . -' ---~ ,_ ' .. ' . ' 14 A62 2 A6 • . . ~-~;.~~~~~~~c)Z~~~~~tl~:?t~~i.t~~~ .--:---=:::==--==-··-=-~ r ---=-T-=-=-:-:::~~ ' I ' r ~-------------------------~ WALL SECTION .. I . .. "' b b b .. b b -I I 13 '--<25 A T. RN. FL. 204'-0' FN. P.. 190-0' A28 Date: 5-,~-97 Job No~ 950 , 3 5-15-97 PLAN CHECK SUBMITTAL PLAN CHECK RESUBM1TTAL 7-8./Jl BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID KEYNOTE LEGEND I . MODlFED BITUMEN "10()= ME~A1'E OVER t-J&.LATNG AGGIEGATE clG>--Tl"IEIGf-lT COI\CRErE SLO?BJ PER i200F PLAN. "ROVIDE STEPF':[) t-.JSU..ATNG OOARD _A:D IN ... EGRAL.:...Y IN/ INSLLATING CONCRET!: Ov'ER CC~LGA -:-ED M::-AL :ECK . "-!Sl.LA":')QN 'VAi...LE TQ BE: Q-I I MIN' .t ·"'"'=1-S.ti.... ROOF FRAMII\G SVSTEM PER ST:a.cTLRAL ";,,n,i,.•---..... ...C,S. 4. CONCRETE Mt..,·,-.,;' ';<IT WALL PER s-R"..,CTJl<AL DRAWi~. 5 . CONCRETE P-OOR SLAB OVER \<E• AL DECK PER SWJCTURAL DRAWl'<GS . 6 . •YPICAL F-OOR R2AMNG PER 5""-.C'.'J2AL DRAWl'JGS. 7 . SU9'E<sOED ACOUSTICAL CEL NG SYSTEM . 8. 5/8" GYPSLM BOARD 0\/ER 3-5/8' METAL STUDS AND FIBERG'-ASS BA TT •l',SLLA T·ON . 9. 2' T-IICK '25'-f'ORCED CC'IC:<E"'E PAvE<S OVER A:J.LS-ABLE ?EDEST ALS O'ER WA -:-ERPRCXrED OONC . s_Ail SLOP'cD I 1 4' P'=R a=oo-:-TO :;.IAN . IO. CONCRETE P_OQR St.AB OVER 2' SAND OVER 6 MIL . VAPOR BARRIER OVER 2" SAND OVER 4" GRAVEL. I I . 3 • "JE()FRB',JE S=lSMIC JOINT P=R GE, AIL 51A58 I 2 . CONCRETE BEAM PER STRLICTLl<AL DRAWINGS I 3 . SLPPL Y /EXHAUST Al< LOUvBIS . I 4 . STEEL SAS' WWOW. 15. GRAl'ITE PAVB<S OVER MOR·AR BED PER 5/A57. I 6 . 3 -5 /8" MET AL STUDS PER STRUCTLRAL DRAWINGS. ! 7 . STRL-CTURAL STEEL PER s~R-CTLIRAL DRAWNGS I 8 . STEEL DOOR WITH 8 L"ES . I 9 , J\ET AL FRA.MING S!ZE AS REQLIRED . 20, CONCR=TE FOONDA TION ?ER STR"JCTLRAL DRAWINGS. 2 I • FBERGLASS BA TT INSJ.A • ON . ,22. 518' GYP. 30ARD OVER 2' >ETAL "U<RING CHANsiaS. 2 3 . r,,()T L'SBJ . 2 4 . CLAY TILE _ROOF.r--G OVER SE.F -A:)'-'l=Sf✓E ICE A"V WAT!=R Sf-lELD w-n, GRA"JLLA TEC SUi<FACE OVER '12' GYPSUM OORE ROQ=t,JG BOARD, ATTAC'-ED TL<ROLJG-l BCAl<O TO STEE. '.JECK w:11-1 ~wtSTED WIRE S~STEM. 2 5 . SJSPE=D WOOD STRIP CEILl"IG StSTEM . 26. NOT LJSB) 2 7 _ NOT LJSB) 2 8 . GYP . 90Ai<O CEU'lG FER F >,,5,-SC""'D'.LE S-EET Ai 7 . i 2 9 . OBSC.RED SA"ETY GLASS t,J STRXTLRk STEB. F~AlvE. 30 • N..-ERIOR MOTOQIZED a.NOS W/ S~ . .JCi'I...JRAL SLPPORTS. 3 ! _ SKYUGl-ff 32. 2X6 A.!=.S.S. S•RUC7.JRAL T-llE, PAl'-l'EO WI L-Gl-lT ~ACK SCREY\'Ei) TQ LJ-DERSiDE -CONCEAi... COt-.O..J;T INSIDE T .JBE -SEE ST:;?LJC-:-~AL . 33. NOT USED 3 4 . "A'r-ffED A. E . S . S. !3RACBJ FRAME PER STRLCTJRAt. . PAINT ALL EXPOSED "EVBERS. 3 5 . I-OT JSEO 3 6 . RETLl<N Al< GRILE AND OUCa PER 61 A e 2 '3 7 • ROOF DRAIN Li=ADEr=e PER PL.JMBl:'JG DRAWINGS 3 8 . 20 OZ . CC"PSI CcA:J'.)t;.'G OVER SIZING PAn:R, FELT, 5,8• GYPSL-M S,-EAT-1t.lG AI\O 20 GA. lv£TAL STRAPPNG, 3 9 . VE"ofTED SCREBJ 40 . EXTERIOR sn.=o OVER EXPA!s:OED MET AL LA TH. OVB< I '2' B(TER>OR GYPSJM S:-E~ TL<l"<G OVER tv£T AL R2AMiNG PER STRJCT . Oo<A\'d<GS. 4 I . DRAINAGE/PROTECT;ON BOARD W/ 9. TB< FABRIC OVER o',A TER RESIS"'.' ANT M8.'!3RANE. 42. ?ER<'ORATED DRAINAGE PPE. SLa=E i/2" PB< "COT ANO TE INTO STORM ORAN SYSTB/1. 4 3 • STLXXXJ co-JTRCJL ...OINT -SEE SPECS . LOCATE ?ER eHEETS A 1 8 -A20. -'4. PAl'-JT •.NDB<SIDE OF !JECK At-0 ALL EXPOSED ST'IIJC-Ll<ES. Carlsbad City Library Cardwell/McGraw Architects Architecture Planning Interiors WALL SECTIONS 1221 Second AY911ue Seattle WA 96'Kl1 206 622-2311; 701 B Street #200 San Diego CA92101 619 231-0761 0 <O b ' I 5'-4" r0 I ii=='==~ I '-- " a--------~ I f-H'< 2 • t'-3 3/4' i"-3 3/4" 2"-7 112· 1/2" 2'-7 1.12· 0 WOMEN'S RESTROOM 11 44 I . ---- / K ' l ' ' I . 4 ~ ' ' . l 1 b .,' -0 LO lE f-@J s===, td 4' -I I" CCEAR 0MEN'S RESTROOM 7 A66 8 I I·-8" I ~·' + 5 0 MEN'S RESTROOM I ·-o· L I w i-, _3_8_1 1 r' _ro_. __ E_Q_. --,If 3 \ \ V EQ EO. I; 1'--0,J. t 1 0 I '-3 I /4' 1·-3 5/8" 0 WOMEN'S RESTROOM l 3 8 . J ~-i+:B=a w#' . I I ·, ., }~ ;{ ;{ d 8 ~ I I ' 7 I\ i i, ... ---. -i. -I I \. / \. / :L - ' 9 b 6 ' I ' I ;, i EQ. EQ. ' ' ' I l ' ' ' ' ' ' r I 1 '-6" 3'-2 i/8" : I'-6' . ' w. _J b w. 8 .f--.i.,.-i--,1-~·.:: w 9 I I 6 8 A66 "C'P. WALL CJE,QNO ' I L 5 N. ~-WALL EEYONO T1P. 3" -~ I ITV I I I . -----,i, ~ t i LJ L-0> i ~-> N. N. 3' 5 8 N. 0 (!) 5'-0" I, l I'-4 '/2" i ! L. -g• l ~ h----11 2· -6" PF___R PLAN I 2' -6. ~ b <I_ -l} C: " )-,- I'· 4 i /8" 2' -6" PER A..AN 2' -6' 2· -6" 7 8 EQ, l . "' I /2" E. 9 5 0 ro 8 b E EQ, T-O" 2 >--~ l 5 ·O 1 " ,;, p== 2'-8 ' ( 4. 2'-8 UA" T-B I /4" ~1•-4 t/8" E. ~-----,--<I 8 " E CLEAR b <f -o .' f[ "' )-f- 2 r ,=, s. ,---WALL 8EY0ND 5 s. 8 \ s. t WALi_ BEYOND ~ ( 5 8 :6 s. ~ V\/01\I\EN'S RESTROOM I 2 0 6 j 0f----------=====--------------,------------------------- SCALE: 3/8" '" ! '-0" s. MiN, b N fAIN. \ '-e-OT WA :El< o [RA~ "IPES TO 5E INSL;LA TED :,CCAL. Date: 5-15-97 Job No.: 960, 3 5-15-97 PtAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID N I..: ,- ·, ~ • i . I b -! ' ;, ' ' ' -~ • r. . TOILET/SRAB BAR$ Cl -/4" =:i1A.) J./NAL GENERAL ~OTES> ~ . C~"rkOLS FOR FLcJS-l VALVES 1-IQJ\iTED ON W1DE SIDE OF TOt.ET. 2 . SEE DISABLED PE;:?SONS ACCESS NOTES ON $--IEET T2 FOR ADD:TiCNAL REOJ!REMENTS TYPICAL ACCESSIB!liTY REQUIREMENTS TOILET ROOM ◊ KEYNOTE LEGEND I . I P,ECE. I -I /4' DIA. GRAB BAR 36' X 54· OVE-'·EAD BRACED TOILET CDMPAR"MENTS WALL HUNG LRlNAL SCREEN PAP::R TOWB... 8!SP::NSER NAPKN / 0 A!v\P~ VENDOR PAPER TOWEL G '/',/ASTE REC-EPT ACLE COJ'ffERTOP .V()UNTEO SOAP OiSPENSER f/4" FLOAT/PLAT£: GLASS MRROR. FULL WIDTµ OF Ac. . .COVE. 2. 2A. 3. 4. :,. 6 . 7. 8. 9. 9A. 98, PLASTIC LA,\IJNATE CO~TER WITH 4' SPLASH AND I : / 4' SUL. 'lOSE CO!vIBl!\.A ,-oN TOLET TiSSLE/SEA T CC-VER DISPE:NSER!NAP<IN D)SPOSAL COMBINA TIO'l TO:LET TSSUEISEA T COVER D•SPENSER 9C. 9D. COMB'.~TION TOLET TISSUE/SEAT COV'.::R DISP::NS3</MPKIN "JiSPCSAL CE~TERED FOR 2 COMPART\IIENTS C·NCVEN'S), COMBINATION TOlcET TISSUE/SEAT COVER DISPENSER. RECESSED .=OQ COMPAR;MEN:" (~JENS) , 9E , CCV.SINA ,-~ON TOILET T:SS: .. E/SEA' CCVS2 01SOENSER.!NADKN D1SPOSAL ;:?ECESSE:) ~:? I COVIPA.<TiV\ENT (t·'·JOriAEN'S). ! 0 . ;:=QLOING S--IOV1/ER SEAT ' ' 1 I • SEE q_LJVEllNG JRAWl~S i 2. i 3. SERVICE SINK PcOOR DS<AaN $LOPE SLAB TO DRAIN FROM 2· -Op ON ALL S:DES. I 4. I 5. 16. !7 ,- ' " . ! 9' 20. 21 . 22. 23. 24. 25. MOP ;2Ac.K f; SI--E..F ST Ali'JlESS STEEL SK=LF SOAP DISPEc'!SER , REC"SSED PRE -FORMED l'iSU.A TIO'l AT P -TRAP AND hOT WATER Scr"'PL Y CEkAMIC TU: . SEE SPEC:FICA T!C\!S Fe;? S!ZE5 , CC-_CRS . A~Q T~!f'..A Ui\JfTS -REQt.i!'<EO . DOOR BUv':r==R/~OOK , MOL..NTED 4' -8 ~ A . F . F . , { I l AT EACH STALL 8COR POcSING ChA.°'G;'i'G TABLE DOUBLE ROBE HOOK 5--CVv'ER CURT AtN E QOD S-OWER SOAP DISP~SER S>!OV\IER i-£AD SNGLE LE··~··t:R MiXit-.K"; \/ A-,_ VE CONTROL I PECE I -114'" DIA. GRAB BAR 24'x36' 2 6 , 60" FLt=Xla...E S~01/VER S-;::iRA Y ~OSE 2 7 . Fl3ERGLASS SHC\.\IER UNrT -SEE P!..LJl\~BING DRAVVtNGS RECESS SLA3 I/ 2" AT ORAN . ScO"E CERAMIC TILE FLOOR L~ TO UNH ...,.1--QE:5!-J(JL.D WI , 12~ UP ~.11AXIMUM. ·' <:,'<-0 AR Y'~W. 8 _, ..._, I '°I "fl/ * No.C10 "'..... ;REN. 15-"r;---: OF CAL Carlsbad City Library Cardwell/McGraw Architects Architecture Planning lnter!ors !NTER!OR ELEVATlONS - TOILET ROOMS A29 1221 Second Avooue Seattle WA 98101 206 622-2311 701 B S1reet 11200 San Diego C.1192101 619 231-0751 8 CLEAR ; . / ;;' 'f'===;",-,_ ~ . MEN'S RESTROOM PER Fl.AN 7 \ l--1C TOILET RM. - ;. 0 ;;; :r ' ~ D ("") :E 0 5 Cl--jlLD'S l--jC TOILET Sl-lOWER ' . ' r--0> I l' ~ I '° ~ ' f 1 ' ·~ b ' "' ' n s EO. 1 EC:. N. JI I 4) -, i s. m JANITOR'S ROOMS I 1 3 3 WI ro. EQ. -+,------;-, .. ,: t-; 0 ~ :I ;;; >-<( ~ '" (!_ )-->- E. F£R PlAN 7 l'-------<'1 6 w. BEhlND s. ' 11 ;--0> " " I 7" -· ' ~· b " ' h N. I 209/ ~NTER~OR ELEV A T!ONS WALL BEYONJ -~, 0 0 ·== b ' io ' ,. iJ ' <O . . ' 5 t --'!----_ _:_ :,,: A6 TYP. / ·~ I TOILET -------~ 8 N. s. N. E ru r b io L ii bi®~ l, ._ o· i 'I ' TOILET b io PEl< <a.AN ~ y 1·.::1· N RM. 8 • -,J_ ~ 0 _' a: "' ,... f- • 7 8 6 7 A66 PER ?t...AAi '---L---' 6 '---Al 6 TrP. 7 TIP l 1·-e· .l I.~~ Ti"P. \ - 5 " 1 I 0- 8 N Cl--11LD'S TOILET I ;'-IQ• 5 >--+1---fr N. TOILET [Lu) 2'-3." 5 E. 7 8 ~- I._ 6" v E. l,. '" ! N . 'I TOILET RM. PB, FLA~ • 7 ' ' . -----,----- ~ 7 r rt--< 7 E. 5 s. J ~\ ~\_ r~ ' 0 :u • <(c..t? ~ ~~ : ""-,n f--,-{/) ~ "' £>-V [IT] 0 r - s. - □ b 0) ' E. == s. 2 ,J b io • Date: 5-15-9, Job No~ 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL ◊ I • 2. 2A. 3. 4. 5. 6. 7. 8. 9. 9A. !__AVA "TC)i<Y /MIRROR MIN. 0 N GEN=RAL ~ 7-8-97 7-15-97 10-20-97 1 MN.~ ' ' it i I -'l<-L __ J I 2· -o· ,r 1 L l.j()T 'NATER E DRAIN PIPES TO BE •.'6.LA TED •YP•CAi. . i', I ' I ).--,·-o- • , I, ' 1 S!'J< PLAN " •~IN • ( IC • ! -. BUILDING PERMIT FOR BIDS FOR REBID AC::CFSSORES I . CCN:KOLS FOR FLJ_Sl-J VALVES MOUNTED ON ',/n:JE SOE OF TOF..ET . 2 . SEE 01S"-Fl E'1 =YSONS ACCESS NO:ES ON SHE±, T 2 FOR ADDfflONAL REOLllREMENTS TYPICAL ACCESSIBILITY REQUIREMENTS TOILET ROOM KEYNOTE LEGEND ; PIECE. i -iJ4" DI.A. GRAB BAR 36" X 54" OVERelEAD ERACED TOILET COMPARTMENTS 'l>/ALL i-!uNG LR:NAL SCREEN PAPER TO',~EL DISPENSER NAPKIN I T AVPON VENDOR PAPER -:-owa f 't-JAS'E RECCPTAO...E COI..Jt,ffERTOP MOI..JNT!cD SOAP DISPENScR I ;4· FLOAT/PLATE G_ASS MI-RQOR. ~LLL WIDTH OF ,6,LCQI/E. PLASTIC LMAINA TE co ...... ~TER VJlT~ 4· SP:..A$-I AND f 1 /4" BLLLNOSE COMB'NA T!ON TOLET TSScE/SEA T COV::'R D'SPE!',-SER/NAPKIN DISPOSAL COMB!NA":!o--l TOllET T!SS'£/SEAT COVER D'.5PENSER 9B . CCNBINA.TlON TOILET T !SSL.IE/SEAT CC-VER OISPENSER CENTERED FOR 2 CO:v4P P.K"':MBl"7"S (MEN'S) . 9C , COMB!NA TiCJN-TO!U:::T '15$i£/S:=AT COV'ER OISPE"'65'/NAPKN DISPOSAL C2NTERED FOR 2 C8-lv'?AR7MS,.ffS (Vi8.V£:N'S). 9D. 9E. !0. I I I 2. 1 3. I 4. '5. I 6. iE. I 9. COMBll'-.A 'ION Tou::T TiSSU:/SEA T CO\i'::Q D'SPENSER • QECESSt-0 FOR I COMPARTVENT (MEN'S!. C01v\Bir\ATDN TOLET T!SSU:!SEAT CO\.'ER D:S?~N$:::~/NAPKit,..; '.JISPOSAL RECESSED FOR I COMPAR7 MENT (WOMENS). FCi. ... OiN:; S--DVVER -5EA T SEE ~LUMBING DRAWINGS "LOOR DRA!N SLOPE SLAB TO DQAI°' FROM 2. -o· ON ALL SDES . MOP RACK E St-ELF ST AhLESS STEEL S~ SOAP DS"cNSER , RECESSED CERAMIC .,...ll ~, SEE 5~CIF!CATIO"\iS FOR SiZES, COLORS, ANO T~!M ".JN! TS REO:J!RED . DOC-R BL.,MPER /~-DOK , ~lOL..~TED 4' -8 n A , F . F . , ( i J AT CAC~ ST AL__ CJOOR 2 0 . D01..JBL.= ROBE HOOK 2 I SI-DWER Cl_R, AIN i; '<0:J 2 2 . ss .... ;Qi/lE-R SOAP D:SPENSER 24. SiNGLE i..EvER ~X'NG VA.._VE CONTROL 25. I PIECE_ I -i i4'" D1A. GRAB BAR 24',36' 2 6 . 60"" R.EX1BLE SHOWER SPRAY HOSE 2 7 _ ;:::BE:::2G....ASS SHCV~'E--:::2 -.i.JNlT -St:E =.:LL.VFNG DRA1.N1NGS RECESS SLAB ! /2~ A"'"" DRAI~. S ..... C?E .::ERA\.1!C -:-:LE FLOOR UP TO UNIT T!--1RE$--l0LD W/ ! /2'" UP !v!AX~, s'<-0 AR . ~~VI~ B 4_,, ,f1 ""/,J]tl( * No.C'ID ..,._.. .. .,,.f ------: 0, c,, Carlsbad City Library b N Cardwell/tv1cGraw Architects Architecture Planning Interiors INTERIOR ELEY ATIONS - TOILET ROOMS 1221 Second Avenue Seattle \VA 98101 206 6Z-2-2Si1 701 B Street #200 San Diego CA92101 619 2$1-0751 _. ·•.· .•. ·1.-.-. ,:~'. ; ,,.. -,~ /:f~ N RFCEIVING [Q] SCALE· I /4"• I '-0" @ I 4';(4' TACKAB..E N '¢ .' I N- MAIL / / / 18 EO IN 7'-I" OPEN 2 E ® " t . f ,----,------,---; ---,---' ---. I I I ' ' I ' ' . ' --1 I , , I -, ---------~-------r-~-r---~---~--r---~---r-------~-------- I I I ' I ' ' ' ' I I I I ! "' "' I ' I I ' -' I c--I I I / I I I ! i i I I I I / I I I I I ! / ' 0) @ I -~- i ,w I I EO SPACES LINE CF WALL IN , ~ FQREGROlN) \ ® i i f,---~--t,---,~--! ' ' +---+--~+---~--~~---~---- ' I I I I I I ' I ! I I -~I i ' I ' I I ' I " I ' I I ' I I I ' i I I I I ' I I r I E 0 ~-45' HI~ PARTITICN WALL EE--Ut-0 CABl!\ET _____,,._ ti ' ' ((} i . - "" ' "' - ' / / / r -, WORK ROOM ~ 13:~~------------~~=~-------------------------------------------------------------------------------------- SCALE· I /4"• 1 ·-0· -' 3 , 10 EQ IN I 5"-U ~ ---------... ,,---- / -......... / '-." / -......... '---.__ 7 ~ / '"" / -' ~ // /s,0, /_ -......... f--_/7.:-.___'-~ -.......... / ~-~1~= Pt '8.. s 3·-0· 4'-6' ' ' WORK ROOM SCALE· I /4" • I' -o· GYP. SCFFIT ,,. "' '. C&J -1! / -......... y -......... -.......... a- / -......... / X .. "-. f-/ l·-6~:.. 4'-6' ' . -,. - ! ,. .. r .. i i: i' :: © " ,; I"-.. 'X I/ I l· -6 ' ill 4' -s· i -+ N.-+--t~"'=='=="'"="==~==lrL -•- c<1; "I N -' --i --·•, / r '- -----l: --\-:-1 \ ' ' ---'\--f----L- \i "' -......... / ' i·-6 i --~ L ' ' ' / -......... / i' . ~ 7 ~ ___J1 ' •i .. ' X / X 7 X -.......... .....___ 4'-4" +/-1--6I 4' -6" ' -6. 4"-6' I ! ' w (I\ \f:__6j/ . . 10 EQ IN 1 s·-o· ---~--1---• ---• __ f ---. --~ -......... ~ -......... / -......... ""-:, • "7 / -......... / -......... ' / N I I I ' -I I ! •."' OJ I "' I ' I ' ' . / I I r-I (: X 1-......... / -......... 1i' I I I Ii/ b I I I / . 1i' I/ '--..__ I/ "" I I I I . -·· -' ' I . d)I @ 0 ' w I -6" 4'-6" ~E()_IN 4'-6.~ y 4 --~- ' -- \A6~ I 5 . / !"' 5X3" / ·, TA-C::KABLE "' I "' / / b \ / ' "' "'·- ' / -~I ' ~I ;1, 11 I . if . . :1 Ii -r1 I ,, ! 11, " " I ,, II t!i ii I ' 11 ii I ,, ' :I 11 !! I " !! !! ! !I ® .2· -o· l < 1 ' s 0 MEDIA/VIDEO WORK ROOM[BJ 4f-------=----------'-------------------------SCALE· I /4"• I '-0' r GYP SOFFlT ' I 6 ---0-- E ® ® MEDIA/VIDEO WORK ROOM[]]]] 5 ~----=----------'------------'-------------------- SCALE· I /4"• 1 ·-0· Date: 5-15-97 Job No.: 96013 5-15-97 PLAN CHECK SUBUTTAL 6-20-97 PLAN CHECK RESUBMTTAL 7-&-97 BULDNQ PERMIT 7-15--97 FOFIBCS 10-20-97 FOR FEBO NTERIO< B.EYATICNS GIN:RAI. t-OTES I . REffR ALSO TO ROOM 0 !NiS< ::0-ECUE , S'ECFK:A TO,S AND DET AL IXC'A'fi/1\GS FCR MERO< CNS-E5 . 2. =1,151-W!\LL SLl<FACES CO-.RETB_Y BB-IN) 51-E_'flsG .. <..'TS ANJ AL'-CTI-ER su;FACE MOlN1ED EDJPf/ENT l'Cl.JD!,,G ,EMS NDCAT6} N.I.C. 3 , VERfY MIJ =NA lE FNSI-I CF FB.D Fl'JISI-ED ITEMS 'M-:\1 AR(;µllECT ~a! TO t-STALLATON. 4. Ri'l$IJ ALL MlLWCQ( PER feE ROOM FNSI-I SO-BUE AND SFBJPCA nCNS . 5. =Via' 8ACKNG.aOCKNG TO s..F!UiT SLRcACE MOLNTEO 'TRIS AS S?ECFIBJ Al-{) AS i<8JJRED, FB.D COOR~TE EX"'.'8\T A\JD LOCAT:(J\l PRIOR TC il',BTALL~, 6 . KEYNOlES Al<E s.D',11'1 TO !NJ'CA lE T'tPCAL CCWl~O€ A'() A"R Y TO !\LL WCRK INJCATED N A SIMLAC/ MA/f'61. 7 . IJClO.e""'S , WffiO\\S AND MERICR "8.JTE5 Al<E 5-IO\\N FCR ND<MA TION O'L r . VERFY SIZE . TYFE Al-{) LOCATCN OF ALL OFE'lt-.GS Wlc--i IX)()I • 'MW,'/ .t.J'D "8.JlE &:i-EDLLES A\C R-◊Y ?' ..ANS . 8 . ELEC"iR'CAI. ANJ <£0-¼N!CAL 1:EMS Ai<E Si-OWN FCR ~ ,iQN O'L Y. IB'l3l TO \£0-'ANICAI. Al-{) El.EClOCAL DOOJ','8'•ffS. 9. mmff CA'£WORK ~,'IAl<E A\O FULS PER !JET l>!.S A/-0 $PECRCA TO\IS NJ, s.DWN ON 8.EVA :IONSI Ml:RIOI B.EYATK:t-JS KEY NOTES I, G~S. PAM 2 . BAS" PER FNSI-I 50-ElllE 3 . DOOR As;'E\lll' PER SCH=lllE 4. 'MWW,1KE...!TE ASSBtEll Y FB< SORU.E 5 . Ll&<T PX!lP.c PER B£C . 6. CASEWCl<l( OF ,n'E NJ!GATED. REFER TO DETAL 7 SV''flTCl-l , OJTLET OR JAO< DER B£C. 8 . ~OVOE CON:!VJ..S BLXKNG/!JACKN, . VERA' ~T W/ S--EL'·.11r-.G 9..PfLlE.Q 9. 'WOODISTOI-E PA'-8.'.NG, l<!TTR TO CETAL I O . UGl-<11\G 001£ , REFER TO DETAIL I I . 3/4'X4' =WD 9ACIC:'FLASI-I I 2 . LNCFY CA!lltET L~T FER El.EC A'D VALENCE FER CET Al 13 , SJ;FACE l"°'--NTED RACEWAY PER El.EC, 14, SJ<rt-..CE MO.. ... NTBJ FAE:RC COV9<'i::D ACCUSTICAL !/'!'A.LL PAI-a.. ~1Tl-l 9..BS'RA lE OF T'PE ffi!CA TED 15. SLR=ACE 1.'C\NT6J V$JAL JIS°LAr 00Al<l) CF m'!" L'lJCATBJ I 6 . FIRE 9'.llN"v-JISl---EQ C:ABl\ET I J . 5E5MIC .KJNT OOVER. REFER TO I O/A63 I 8 . WOOD TRI,; , REFER TO CET AL I 9 . SIGNAGE FER SG'lAGE P_AN A J I 20. COLN:ERTOP A?'-0 5..WCRTS, REFER TO [BAIL 2 I . c1GHT@ EXIT $1;1; FER El.EC . 2 3 . E'/1.!\LL TRM "1ECE • TYPE ND!CA IBJ 24. >!'IAC 51..PP_Yi<lcTLRN PER ~. 25. CUSTOM SLOTW!\LL PAl'a. REFER 0 0 CASEWORK DETAL 26. CIJSTCJM TACK PAl-lEL, REFER TO CASEWCT!< DETAL 21. JHERM()STAT PER El.EC 26. >ff A;,ARM STRCB' CR Rh STATCN FER El.EC. 29. UE!C'ARY 8-ELVl'b, Sfivit-.G EN) PA/fiS AN) SI-B.VN, TOPS FLRNS-ED AW i'-IST ALLill BY OT~. =H'-IA TE lOC'N ANJ 1-EGITS OF BACKlr,t;; AW F~ CCRhERS \l~ITT-l 51-B.VI\G SLWLER. 30. ,VOCI) BAS" 9'R I 9/A59 3 I . GR ANTE BASE FER 3/A6 3 'i>,'5) AF/ i -?~~-< [( .i f)J{!, i'F '4---~---· * O,:.: c-.,.._ \ Carlad City Library INTERIOR ELEVATIONS 1221 Second Aveooe Seattle WA 98101 206 622-2311 701 B street t200 San Diego CA 92101 619 231-0751 a: •• . b ' ',- i b ' ' . "' '° ' "" ' 0 °' .,,, PROJECTION MIRROR,FIO rt,,, '· '. f:. "t',-1t'-~ i~' • I . ' ,· ' I ·L___QEAR PR0£CT101 VIDEO PRO . FlO W (OPP . SIM . l AUDITORIUM ! I SCALE· I /4"• I '-0" - LJ / J1; , B -'LJ I/ -> \., ' / -' "-//,' -' '! '' ' '' : I ' ! . ~· ' / ,------ N ' " E0 ,. . ., AUD!TORIU.M SCALE· I / 4. • I ' -O" 14 s ® SOUND ROO.M SCALE· I / 4. • I' -O" FIXTLRE PER El£C, L TG BAR PER STRUCT T'l'P 5 C'i'G.CRAMA OJ'T AN AT SIDE E ~ WALLS FER oFE, ffi'. B/A62 S=E A5 I RCP c0R CCl!'fiSlRA TOI RECESSED PROJECTION SCREENS PER SPEC REr 8/A62 --0 ' l,~ 2 DOORS A59 30 ur 14 2" LH~ IMPACT ACOJSTICAl CORE ' i ; ' ! EQ ,!<- 11 301 w --0 30 -(,) QEVEAL ' i . ~ CAl-{T PMEJ 4 DEG. FROM VERTICAL ,- / ' ' ' ' !JECK M-0 STRLClU1 D REF~CTIVE ING PANa TYP OF TO A22 FOR PA AND RADIUS -0 j/1-7'-{ 5 FIXTL.RE PER \cLEC . : L TG 3AR PER: STRUCT TYP : , 1 ~ rl AUGN PENDANT ~~XTl.RES WI c, 1 EDGE OF CLG f¾I--ELS TYP ' -s c:::::::::::::::-1 1 t I L...J L_J \ ~GWB REVEAL AT ~SOFFIT EDGE ! -~_CAMERA MOLNT PANEL OVERLAP CAN"f PANEL 2. 5 DEG FROM VERTICAL . ' LINE OF SOFFIT BEYOND, SEE CEILING PLAN ----ll'-. -9. I_ * Ci?) CAMERA MOLNT -"'.lclia---+'0~6~3,..., ,-1 Jf ~DEZ ~ . ,o ' : co ' ' ' ' CANT PA,l,EL 2 DEG. FROM VEC?TiCAL ' ! -----=+--- -,,~ I ' ----' ,. " .----f---,',1 7',,--1 W D ABSORPTIVE A63 CE ING PAl'.El TY CF ! b ....~-- i r FIXED S:A,MERA MOUNT , . E) _ SEE DETAIL@ , I · 63. i I, I . 'I I~ (5 ' \ ~I -- cJ0 : EQ • E0 / / ,@ I D ' "-a-I / ,fl' ! ,.r / ' I/ ' '-/ ~ I -' I ':JA ' '\. / ·e , ' -. ' TYP. ' ' / ' o DOOR FR.ANES f'-. "- \ \..@ 1 EQ E , 2 AUDITORIUM FOYER SCALE· I /4"· 1 ·-0· ----1-DRINKING FOUNTAIN E fs\1--_F_o_v_, E_R~---------'l=i =3=3=. =2 '._I _ \.:::,_} SCALE· 1/4"• l'-0" ~ s 1po.~ I ! / SPEAKER RECESS Cf,p. of 2 l 481-1 x 36'W X 24"0, PROVIDE REMOVEABLE ACOUST:CAL COVER TO MATCH ADJ. PA,"-ELS (Ji) -LOUDSPEAKER 9 ,BRACKET A63 --0 I " LilG,-l IMPACT / ACOJSTICAL CORE 14 s @) I ,/ ', i fl' fl ' \ ' ·' / " ' ', / / / / ',, / ' C-- ! - '. ,_,--PRO_ JECTION / SCREENS PER SUDING =s SPEC PEC? S< HEDLLE ' i 0 ; ~ L ________________________ • L_MATQJ PANEL SIZE SLIDlNG DOORS PER SCHEl.)l~LE n j I TO OPP . SIDE (VERTICAL DIVISION SIMl "--cYCl-CRt.MA STAGE QPTAN ALL '1-l<EE WAll5 fl3' SPEC WOOD EDGE AT _J RA:SED PLATFORM ~~ i / II ,, \ --- ~ N ' ' o--@ I ' \ \ / / . / ' ' DOOR OPENING--~ FROJECTON w•~ow ~ SEE DETAIL @ " ' I \ ii 1 11 I PASS -THC?LJ Wl'-OOW SEE DETAIL@ A61 ~ - ® s -ViDEO PRODUCTiON SCALE, I / 4"" I ' -o· b I '\., ,/ ' RAW _J - Date: 5-15-97 Job No.= 96013 5-15-97 PLAN CHECi< SUBt.lTTAL ' f &-20-'JT PLAN CHECK AESlBA:trAL 7-8-97 suiudiNG· PERMT "· 7-15-97 FOFIBOS 10-20-il7 FOR REBID INTERIOO 8£VATlCl\6 GB'ERAL N:JTI:S I . ;/Ef"cR ALSO 10 RC()'; FNs-1 SG6liE, :J='EC!ACA lU'JS AND DET Al NA~/1\GS FG/ N"ERO< Fl'-151-ES . 2 . FN!S!C WALL Sl.R"ACES CO\RETE. r EBW :JI.a l'l\G LNTS MD ALL OTI-EQ 9...RFACc Ma.J...TED ECLJPM3,JT Na.LCNG "™3 f'-OCA TED N . I . C . 3 . \fl'f'Y M-0 =INA TE FN~ OF FRD FNSI-ED ITEMS WITH AQO-!ITECT PK-a:2 TQ INST ALLA~ . 4. FNl:J.j M MIJ_'/iOR,( FER Tf-E RC0M FNIS1 SCI-EDU£ A"'V SfEC:f=ICA 'ICN3 . 5 . PRO\'IDE BACXNS,aOCKING TO SlffiYT S-.l<FACE ~/01...NTED 115\G AS SF£CFED At-0 AS RECLll<ED . Fa.D ~~A TE S<TavT A:i-.o LOCA ":ION ~ TO !t-,,61 Al..LW; . 6 . ~:ES ARE SI--OV'IN TO NDICA TE TYP!CAl CCt-OffiO\S AND Am 'f TO ALL WCQK lr-JJiCATED IN A SMILAR MAht\ER. 7 . [)()CQS , WNOOWS AND N"E>lCR "BJTES ARE SI-OWN FO!i r-.FORMA TION QN._ Y 'IERFY SIZE , nPE A'IJ LOCA 1lCN CF Ale = w1m IXlCP. WMXJW M-0 ffi.HE 50-ECLLCS M-0 FLOCR P,ANS . B . El..ECTRCAL A1'[) Mcvi"ANC!>._ ITEMS ARE ~WN FOR II-FORMATION ct-LY. <fftR TO ~AL M-0 El..ECIBCAL DQQ.Jl,,EN]S . 9 . ~·~'!DE Cb..:::t:WOR,< HA;QIJWAR:: AJ'-.0 FU.l.S PB< CfTAILS AW SfFJCATIONS ·NOT 51-0\!1 ON ELEl'A110NSJ NIB2IO< 8£VA lla'lS KEY I\Q1ES I . GWEl, PAl.1 2 . BAS:c FER FNiSH SCffill.lE 3 . DOOR AS9.Ml. Y PcR SCeEJLLE 4 . 't1NOOWiRELITE <ISSE!va Y FER SCIHU£ 5 . LIG--fT i='!XT~ FER 8£C , 6. CA;:c"1'ICRK OF T'FE NJGA TED, REFER TO EETAIL 1 . S'i\TTCl-i. am£T OR JACK FER B£C . B . PROVll' CCNTNLOLG E\.DCKNG/EACKING , VERIFY ~G:,ff Wt. S-EL'•11N:; SLPPLIEP 9. WOODISTCl'-E -Af.al\G, REFER TO WAL I O . LGHTII\G COVE, ffi'ER TO DET AL I I . 314 'X4. ~ BACXSFLA~ I 2 . LNCER C1>311\ET LQc ?cR 6.EC M-0 VALENCE FER DETAL , I 3 . Sl.RFACE c.UNTEC· RAGCVIAY FER El.EC . I 4. SLRFACE r,..~ FAB<IC COVl:kED AOOJSTCAL WALt PAN:3.... WITW SL8S7<A TE G= TY?E: NDCA TED i 5 . Sl.RF ACE MOlNTED \(SJN_ D!'PLAY OClARD OF TYPE I\OIGA Tll) I 6 . "l<E EXTNGUGER CAElrfl ! J. SESMG JOINT COVER, REFER TO I OIA63 I B . WOOD 1RIM, fE'ER TO llET Al I 9 . SIGNAGE "ER SGIAGE FLAN A 7 I 20. COU',=TOP AW SlFPORTS. i<EFER TO DETAL 1 I . UGH1EJ EXIT SIGN "ER ELFC . 13. DRWIAL. TRIM PIECE, T'FE NJCATED 24. eNAC SRU/RETLm FER l,EQ.j. 15. GJSTOM S-OW/ALL PAr-a, RcFER CO CASEWCRK DETAR_ 26. a.ETOM TACK Pia/fl, REFER TO C/,/£;/CTK, DETAl 27 . ~-ERMOST A.T PER B£C 28. FIRE ALARM STRCff OR FLlL STATW PER B£C. 29. ~BRAR" 51-ELVING. Sl-8-V!-G ENJ P/,JflS A.'JD SI-ELVN:; TO"S ?J;,.JSEIJ AM) NSTALLED BY OTHERS. COCR'l!NATE lCCl, ANG '6Q'TS OF BACKJNG M-0 Fl.RRED CCilt£RS WITH SllVlr,.G W"'\.ER . 30. 0C<0D BASE FER I 9/A59 31 . GRANTE BASE FER 3/A63 Car!ooad City Library -----· CardwelVMcGraw Architects lmERIOR ELEVATIONS A32 1221 Secoocl Avenue Seattle WA 98101 206 622-2311 70! B street +200 San Diego CA 9210! 619 231--0751 \ ' I E ,---T---l _T __ _ I I I I GYP SOARD SOFFIT E£l'Ol'I) I 4 I • TI-IICK ACOUSTICAL ,I .. ' 4 A68 6 3·-0· ___ T ___ T ___ ---- ALIGN fASEWO~ TOP vy1TH SHELF 1TOP I I 3·-0· L -2S ING / / ~ ' ' w -~ ~'-OPEN // / /~::;~,~ / /1:E\F-Q-IECK 7 / ' MAtNES, I I -I O ' ' r-. . . I ' // ~ / ~ / ~ / ~ "'· ~ I/!~ / -~ / ~ / '~~,"' '-OPEN/ ', ~ '-.~ OPEN//~/ /,x..'---. // /~ON DESKS-REF -~65'-._ /,/ '-"'~'---. - I I " ,, . I i . " ~ ~ I . ! / '--. // ' ®1 CD WORK ROOM [IIill l -----=---~---------~------------- SC ALE • . I / 4. • I ' -o· 12 T N E 3 EQ BAYS 20 2 A68 16 A67 PROVIDE Er-0 PANEL 12 / 6 \-1,L.. F. A.PANEL N b ' "' ' "' b "' ' ' "' ' 24·-o· <B) o 3·-0· ea. s . \ f---c -!DI 11 ' ' JOIN~ ~J 10 I I! ,;,:A63 17 I\ -□ □ 01 . . 0--' 0 WORK ROOM @ 2 -------==-~-~---------------------- SC A LE • I / 4. • I ' -o· 5 EQ SPACES -WALL SAFE / / 8 ~---+-------+~--------+----------+---+---;---+---< I i ' I I I t I I I : I I ! ' ' "' i ' i " i I ;I @) ' i I I I I ' I I I I ' I ! I i I ! I I ! I i ' ' ' . ~ ~i I I I I I I I I ! / ! / l I/ 1 I I' ·, I, 1 '---~ ' I I N __ __j L1 / ' ='= '· \ l --,........_ 10 'tr A63 ~ I\ BOOK DROP JO'NT D COVER 20 29 SHEL VNG , N. i.C. 3'--0" ' ' ," I 1 i I @ /// ''---.. !.2'-r -~ 1 ·, AND 2x TRIM ABOVE. ~OCK!NG ACCESS DOOR // ;o 01sPLA Y CASE AND REF. 7 I 2 EQ SPACES • 6'-0"1 ./ -1 ·-o· . 1 I ~ I+: 2' 9· ' "' ' 6'-0 -N / z !J1 " 1::/ ' 1 N: ~ u ; D ! "1 ~ f--' ' N 4' -IO' ·@ L ·r, 4 / '6'\ . A68 \A68/ - /A59 2 1-------_____;=----'------------------'-------------0 WORK ROOM ~ SCALE· I /4"• l '-0" (5) -'le--+------(_ D b w I .'=i ==":LJ ''---__,IC] q,LJCJ;, c.__ Cl-lAIR E DESK . N . I. C . (. 'i1 r'--s, 'f =tr ' : !!" "--' n 7 !Li--'! I ·, ( '==== , I'' L U D 111 l D .:::::;-_-_fr ii II_J D;c==I ==ail 0_: _ __JI, ';. Ii I: D " '7..__ :=i' n ., ij,. ~ 1 f:u T ® READING ROOM ~ 3 -------------------------------- SCALE • I / 4" • I ' -O" I --2 LAYERS GWB AT ll-!IS WALL AND CCLLMNS I . . 1-/ ;1: r 45' !-;IGH PARTITION WALL ., COPY CENTR'E (FQREGROU\.0) V , ~ .DD i ' ,I ' ',i ' . ' E ! \ •~ORI/A TION DESK ® \__ WO BASE TYP. @ ® Ti-HS aEV. BEYOND, SEE ~3--_R_E_A_D_IN_G __ R_O_O_M _____ l=I 3=9::.._I ________________________________________ G~_6U ____________________ _ \..::.) SCALE· I /4"• I '-0" EQ EO ' ,---' ----,--------=~i.--====~-, I I I I ~----~---~---~---------- . '. f b __.,_._t--_r-1"'"'· f--+ilc\ : , :_, , I · ; , '--i--' "\.::.I, , · 8 I , I " ,I ' I, =1 -c--7 'CJ \ I i I ' I E ~!., ' :,_ t::===:l::::=j.1 ___ \_,,,;: ___ ~1. ______ _;_ ___ ~: --'i.--l------'----'-----'----'------'-----'---_;_ ______ +t::.:::::1--~1 ::;;:,:,I,· N \_SeELVNG N.I.C. two BASE @ I I i i i \ i I ' I I . ' @) S I WO SASE t 45' PARTIT'ON--~ 'WALL COP, CENTRE RM. 11 l ! ' I /! cb I I ! i I i I i ' _L ~ _L @) ® READING ROOM ~ 3 ------==----------~----------'------- SCALE • I / 4" • I ' -o· Date: 5-15-97 JobNo.= 96013 PLAN Cl ECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITT AL 8I.LOt,IQ FERMT 7-15-97 FOR BIDS 10-20-97 FOn HE80 MBIKJI B£V A TIONS G86:'AL NOTES I . REFl'...R ALSO TO ROCM FN~ 5Cl-cflJ£, SPECl9CA TIONS ANJ JETAl DRAWNGS RY NT@OC/ FNS-Ei. 2. RN~ WAJ.L SJ<FACES CCI\H.ETE.Y ffi-lt-lJ S-ELVI-..G LNITS AND All Oll-cR SLWACE MOlNTE:: ECllRENT NCLJJN; l:EMS NDCA TBl N . I . C . 3 . l'rnPr' Ar-D CC(R[lNA TE RNISl-l OF FB.D FNSl-ffi 11™5 WITH AROIDECT FRICR •O NST Al.LA TION. 4 . FINISl--l ALL Mkl\NORK FER TI-E ~ FNS--1 5ChE£U.E AW SPECFICA l O'JS . 5 . PR0,1DE BACKNGJB. OCKN3 TO SLA'ORT SUFACE MOJ<Bl ITEMS AS SPECFIBJ ANl AS QEOJi<ED . FELD COOOJNA TE EXTmT l.'-0 LOCATION FRIOR TO INSrnLLt-G . 6 . KErNOTcS Aki" Sl-0\'JN TC WICA TE =cAJ. CCWITIONS A'-0 AFR. Y TC AL'. WORK lr-DICATBJ IN A SIIJLAR MA/'U:R . 1 . IXXYS, WNDCWS Ar-D N'=RIOR RB.ITES ARE 9-0WN RY NFCIRMA '°' Ofl. Y. IH<Fl' SIZE, m'E Ar-D LOCA TI.JN OF ALL ~S WiTH DOD< , WNiXJW A'-0 IB.iTE SCIECUES A'-D R.OOR R.A'-15 . 8 , B..ECTRICAL MO M?"'JJAJJCAL IT5\l5 ARE 9-IOWN FCR N'OIIMATION CN..t. REffil TO MEO-l/lNICAJ. Ar-D B.EC'RIC"'-XJ:',U,B/TS . 9 . FROVIDE CASEWORK I-IAROWM<E Ar-D PULS PER DETAi.S Ar-D S'ECRCA TD'IS ffiT &-OWN ON 6.E'I A T0'-6I 'NTEi110< B£VATOJS KEY NOTES I . GWB. PAl',"f 2 . BAS" PER FN~ SCI-ECU.E 3 . cXXJR AS5EMl. > PER SQ-BJU.E 4 . WWCW/.'EIJTE AS5EM3. Y PER SO-CCU£ 5 . cGH"f FP<'LJ?E PER ELEC. 6 . CASEWORK a' TYFE l\!JCA TED , rn=ER TO !ET AL J . SWITCH . OUTLET GI JAG< PER EL"'C . B . PROVICE CCNTROJ5 B.OCKN;llACKII\G, ;cRFY 1-EJGHT WI 51-RVNG SI..P?LER 9. WOOJISTONE PA.'13.K,, rn=ER TC IJETAL I O . LIGHTNG CO\IE , REF...R TO '.JET AL I I . 3,,")(4· µAR,JWD BACK~ I 2 . L!'-IJER CABlr-ET UG>T PER B.EC A'-0 V AJ.S\CE PER DET AL 13, s.RFACE l-1Cl.J',.'1ED RAC-ff~A! PER BE. I 4 . SJ<l=ACE ~UJ,ffED F/>OOC COVERED ACOETCAL ~/AJ.L PAN3. "i"'iffi-1 SLBSTRA :-"f OF nFE b\lDICA TED I 5. 5.J<FACE MCIJNTBJ 1,1S.JAL D6PLAY BJARD CF T'rl'E NXATBJ I 6 . FIRE EXTINa.$-ER CABr-E-:1 i 1. SBS\1C JON! CO'kR, ReBi TO i 0/A6 3 i 8. WOOD TRIM, rn=ER TO []'TAI. ! 9 . SIGNAGE PER S!Gw.GE Fl .. .AN A 7 \ 20. CCLl'-ITERTOP NC s..F'PCRTS, ~ TO DETAI. 2 I . LK':HIB) EXlT StSN fB< B.EC . 13 . DRVWAJ.L 'IWA "1ECE , n?E I-DIGA IBJ 14. ~•AC S1.PP1. YIRETI.W PER ,A'O-l . 15. OJS•QM SLOTWM.l. PAfB_, REFER TO CASB\'a<K IJETAI. 16. OJSTOM TACK PAMl._, REf5! TO CASEW03( CETAL 17. 1-Bi\MOSTAT "13< iL"'C 18 . F.i" ALA<M STROBE OR FW. ST A >ION PER 6..EC . 19 . UBIAR, SB.V!-G. SeaVNG =r-D PA,ELS A,0 9-EL'l!-G TCT'S F ~ AID NST All.ED S'l' O-r-:~::J . COORONA. TE LOGN Ar-D eEG!fS OF 8AO<IN8 Al-!) Fl.9REO CORNERS WITI-I s-a l'!\G SLFPLER . 30. WOOD SASE PSI I 9/A59 31. GRAWE SASE PER 31A63 Carlsbad City Library Cardv!/e!V~J.cGraw Arci"'.itects Archlte«:::ture P!aiT.irg Interiors INTERIOR ELEVATIONS A33 1221 SeCOI d Avenue Seaffle WA 9810! 206 622-2311 70! B Slreei t200 San Diego CA 92101 619 231--0751 ' ' f ! I ~-2 LAYERS GWB AT THIS WALL AND COLUMNS I ; i ' J -· ---'--, ---· --·~ ' ---, ---, ---f:-----L -1 --7 ' I , i /; ' I -ii ---ii ---~---:-------~--~~+-J-~-."'"-7---+--- ' I ~ 8 -..Q I ! I I i , , , I I ! I I I ,/ " I ; I I I I i I I ll'FORMA TION DESK , REF. @ OPEN TO BE'fONO , TYP , ' . ' I I I /; 1 I ! I I / ! I ' ' w I @TERMINATE BASE AT SI-Ei.VING 7iir/ WD BASE AT COLUMNS AND Tl-1'.S aEV. B£VATOR DOORS BE'COND-_J 0 MAIN HALL SIDE AISLE 11 40! I -----=---------------------------s c ALE= 114·. 1 ·-0· E ' ' I ; J / ,/ / ~-2 LAYERS GWB AT THIS WALL AND COLLMNS OPEN TO BEYOND. TTP. INFORMA TiON DESK, REF. GI~ 11---------=--------------'----------~-----------0 MAIN HALL SIDE AISLE 11 401 SCALE • I / 4" • I ' -O" r ./ f / l I s s I I I I I --r-------~-----------· ~-tc_Y-~ @ ~J.-,--(5) ST\.. ARMITLRE ~ LIGHTING FABRICATION ELEVAT!ON BcYOND 5/A43 13 A62 GUARDRAIL CTYP . ) \_ GRANITE SLL CIRCULATION DESK R!"FLL'! ~ EENCl-l, ' I ~ iL,j__..,-------------, L..,-~-- ELEVATION BE'<ONO 2/A34 (50lJTell ~-GRANITE BASE AT COLUWNS 30 '--WD BASE MAIN HALL SCALE= I / 4" • I' -o· --------~-'I".---:-----'"T'" ---, i ; -----+---+---+---+- N I I I I I ---------__ I __ -------- ~I--® , ' ' - ~ I REFERENCE 1 LFCR '\ SIGNAGE PB2 A7 I ELE\i A ~!ON BEYOND SEE I /A44 (NQRTl--0 @GUARDRAIL [TYF ,) 2 ~ = ' ...; ' ;.. ' GRA.'-/ITE BASE -' i \ ' il. - ~ -' ' ~ -' .~ t ~GRANITE ! f .. ... J ', SU ,t ' ' L' , .. ' ' ( 'i,; ,:, ri ! IF. ' a ; :...: 11 I '•I ' Ir'. ,,, 7! I 1'1 ij -- 1 jl ----' LFQR : I ' ., ,. ELEVATION BEYOND i I! SEE 2/A34 (NOi<THl . ':, ---~ ;,i ' :1 1-----,: ' ~, I i . .. " N 30 WD SASE 0GRANITE BASE AT COLIJtv1NS ---------- ~--SIGNAGE PER A 7 I I CHILDREN'S LIBRARY --4------- WD. BASE 30 OPEN L_PAiNTING CTT'P. OF 4) Pl<OVDE BACKING FOR ARTWOR>< • Tel15 WALL -------L...._ 30 I© I I I ;I I I L.._ EDGE OF WALL IN FORcoROUND - ~ ---I I . J-1----- 0 GRANITE B @ TYP, BASE TO TERMNA. TE oi,-RAtLING ASE ® MAIN HALL ill VER,FY LOCATIONS 21--------===---------------------------~ SCALE· I /4'-I '-O" f PLAN a-ECK SU31vfTTAL 6-20-97 PLAN Cl-ECK RESUBMITTAL 8UL.DNG PERMrr 7·1H7 FORBIDS 10-20-97 FO-!FEBD INTB<la2 B..EVATICNS G8'ERAl. t-OTES I RStR ALSO TO QOOM FNISi' 50-ffUE . $'tOFICATOJ5 A~ DETAIL DRA'tiNGS FOR INTERICR FNISl-£5~ -. 2 , F1'1Sel WALL SJ<FACES C0M'lElR Y IB-i'O Si-ELVN:3 LNITS U-0 ALL one SYFACE M8(,N;'d) EOJIPr,fr/f NQLDINS EMS NJICA cD N . I . C , 3. ~:r AR"~~~~~;1~A~~ FNS-ED FTEMS_; 4 . FINS!< ALL =•~Di<K "ER TfE RCXM Flr-lSH 50-BUE Af-.D SftCFICb. T:Q\1$ , 5 . "ROVOE BACK!,G/EHJCTINS TO &PPORT SLJ;1=ACE MOLI\TED llcl✓S AS SPE"JED MD AS <1:Clllrnl . FRD O"J:IDi'!ATE EXTENT MD LOCATICN PRIOR TO NSTALLN;, 6 . KEM TES ARE Sl<OVl!-i TO INDICA "!' T'P'CAL CCNJT0'-6 A:'!D AFR".' TQ ALL WOP,.:: i'OCt..TED N A S!MtAR ~. 7 . IXlORS , ',mx:IWS AJ'.f) NTERIOR <1:LIB'.i ARE SI-Ot,N FCR l\FC2<,\ATO', WY. vd<Fi SIZE. n'FE ANJ cCCATIJN OF ALL C>'ENINSS 'V\11H DXR , e/NJOW AND <1:LITE SCl-ffil1ES A/.ffJ 9-00R p .ANS, 8. B£C~CAL AN:: ~AL TB-AS A.'<E Sl-0\'N fCR I-FOO/ATON CN>. l<EFER TC fJEO.lANCAL AM) 6..EC~AL OOC.M3ffS. 9 . rROVIDE CA~WQ:;!'(:. 1-!ARD'r"I.Ai<E AW PJ.LS PcR DET ALS · .AW sPECIRCATICNS (N()T 51-DWN a-i filVATIQ\15) I 2. 3. 4. 5. 6. 7. 8 9 .0. i I. ; 2. 13. 14. 15. 16. I 7. 18. 19. ZO. 21 23. 24. 25. 26. 27 1B. 29. 30. 31. MmOR B..EVATICNS KEY t011:S G1AIB, PA.NT BASE PER Fl'Js-1 SGID.LE JOOR ASSEhRY PER SG-ECUE WIW0~'1R3.I nc ASSEMEI. Y PER $C-ff)J£ '00 FIXTl9E PER ELEC , CASEV·iCRK Cr T'fFE lt'OCA TED , ~ TO CET AL SWfTO-i , OUTLET CR JACK FER B..EC . PROVH:E OONTN.illS aOCKl'J:.,,BACKl'l3 , VERFY CEIGl•ff '/'II 51-ELVING &m.ER WOOC/STCl,E PA/fll'J;;, REFER TO OETAL L'Gffi\G CCl'E, REFER TO OCT Al. 314"X4' ~A21JWO BACKSF\.ASI< lNCER CAf¾ET L:Gi-'T PER ccEG AW Vl\LENCE PER DETAL SM.ACE MOL.t,.r.'ED 2ACE.1NAI PER B..EC. 8...RFACE MCLN:ED ~A...9<'C C.C'•./&£0 ACOJSTICAl 'n'AU_ PMH. WIT'f-1 s...BSTRA~ Cr Ti?E lr-OICATEJ SIFFACE MCU,TEO V!SJAL D159-AY BOARD OF HPE NJICAlED =rr EX'lf,GJSER C.l\Ell'-ET SES'.liC .L"N, CGiER, ;IEfER TO I O/A63 WOOD TRlM , R:3'B< TO DETAIL SG"-iAGE FER 51G.\lAGE PLAN A 7 I O'.lJN"ERTOP mJ 5.J'f'Cl<TS , REFER TO CET AL UG-ITED EXIT $GN PER 8...EC-. DRn~ALL TRIM PIECE, T'iPE !'OCA TED fl/AC SlPl ,f,!ET\P.'; PER MEG!. wSTOM SLOTWAlL P/\'8., '-'EFB< TO CAScWORK CETAL CL.SlOM TACK PA~, REFER TO CASE\\ICRK DETAL TI-ERMOSTAT ~ a.EC SIRE ALACct.' STROBE OR "llL S, AT'CN PER B£C . ,ERARY 8--ELVliG, SI-E.'11\G ENJ PA\fiS MV SE.Vf-G TCf'S 9JONSI£) AW NS; ALLB) Err OTfERS . =DNA TE LOC'N A.NC 4:18-ffS OF BACKN;; ANJ ~D ~ \IVITI1 Sl-8..Vn,(; SLfl'LIER. ',-I/COD 3ASE PER f 9/A5 9 GRANTE BASE "ER 31.463 Carlsbad City Library INTERIOR ELEVATIONS A34 1221 Seco1 id Av&rue Seattle WA 98101 200 622-2311 701 B Slreel 11200 San Diego CA 92101 619 231-0751 w w MAIN 1-lALL SCALE· I /4"• I '-0" I I' CV - - i ! i I ; . ' . : ! ' [TI] A I I_J [J n n ' ' ' J J ® I ; i i I i: Cf'EN TO BEYOND SEE ELEV 6/A4 I ': ! 11 I I! ; ' I I I I ! i · · ·• 1. • 1 i '.' ;· e:'=~= _'=;,;,;'*=~'~c;•:,;,':,; '=·· =c:~*:,;·~· =·=;;,;,;,;,;,;,=~ [ F;;;;c!;=i =;*g=·•,,·°'i'*=;>;#;=,;;icg,,·=· ·*='==·==:c;,;;,i ~ ~,;,;,;=;~,=~··,,,.==l:=;~,!cl=;""'~~;=·~· ~c;'==j ! ! -'1 '111,i, . liil!I 1, I, i II! i! !ill i : ' 1 1111 ' '1,l,!1_1,1,• '~Fl iii !, I! i II i 1 11 Ii i!!I Ii,:. !li,i ' ', Iii i Ii, !!Ii .. ' :-1 Iii , -, 'i i , : ii I I I;! i i ! I I. ' A I I A J I I ! I I i: ' ; I! I I I II -. 'II! -ca: I I I ':Iii: I i I I I j i ! I I I .. I I 'I 11 i -i i I! I [J f cda. ~ .~ [J LI [J I A I ,A I @ I I I ' ' l 31 ® I I ~ j ' a j 1 I:.,' ! ! ll n I I I OPEN TO 8EYOND / ,--,' \'----6" GRANiTE BASE • COLU= MAIN ~ALL [TI] SCALE· I / 4" • I . -0" _J L.. II . ; ' i; I, Iii I 11 : i_ i i1' i.1 Ii ; ; I I ; : a I I SUSPENDED WOOD CEiLING PER DETAlt-w V A n J. ' J b ! : ' _, ' cda. C) I I n I @UPPER WALL 5 ='ABQICATION COOR'D. W/ CCORD. WI MOUNT CLEC FRAMING 0 5@ LIG-ff FABRICATION ~2 LAYERS I WALL AND GWB AT TH1S ~COORD. WI ELEC / r l~~~~A ~sH-MOLNT COWIVNS ----~ C:OORD . W/ FRAMING @ " i I I i I I : ~ --,'-C "--,-,,--.---.::'---, ~'1_, ! : i 'I , . ,1 " • I ! I i i . I \ ~--6· GRA~TE BASE •COLLl'vlNS -0 = - L_J /NFORMA Tl01f._ '-~---+-51GNA( E PER A7 I _, K'FORMATICT-J DESl(G0 b '. II Date: s -1 s -91 Job No.: 96013 5-15-97 PLAN Cl-ECK SUBMllTAL 6-20-97 PLAN Cl-ECK RESUBMITTAL 7-8--W BUILDING PEFMT 7-15-97 Fa!BIJS 10-20-97 FCf, REdlD INl"ER100 B..E\/ A TIO'£ GEN:R.6!.. t-OTES I • REftR ALSO TO ROOM -SO-BlLLE , SPECIFCA ncNS M-0 OET Al CI/A'I/NoS FOR INTERICR F1'19-ES. 2 , RNfS.; WAU Sl.RFAC'.:S COMPL=rEY 83-1'-0 S-H.VN; LNITS .61\D All CT.---ER ~ACE h'rClhiED EOl.Pt...err l~~I\G ITEv1S ir,.C!CA TED N , ; , C . 3 . ,132FY Af{) COORDINATE FNISI-, Of' FRO Ft-ls-@ :JEMS W™ ~TECT 4<'CR TO N5TALLATION. 4 . RNISh .ALL s!LLWCRK P6l TIE ;,()OM SNSl S0-ID.J..E ,>,'I) SPECIFCATICl'5 . 5 . PRO'IICE BACKl>G/ElOCKNS TO &PPORT SU<FACE MU.NTED TEMS W3 of'ECFBJ ANJ "'5 <EGllffi). FEI.D =CNA TE cXTENT AN; LOCO 'O's "ROR TO NST All1'G. 6 . KE"NCFES ARE SHOWN TO IWICA 'cc TRCAL CCNJfnCt-lS M-0 APPLY TO ALL WCRK MJCATEO IN A SMLAR MAN"ER. 7 . OOCl<S. WNXJWS MO tfilRIOR RELICES ARE She\\N FOR t-FQRMA110', Qt.LY. VERIFY SIZE, HPE M-0 VXA TICN Of' ALL OPENN:;S WITH DX!/ . WNDOW AN) <ELITE SCCIDJ_ES A/'-ll 9-00R PLANS . 8 . ElEC;RK::AL AN} f/ECl-!ANiCAL rJRIS ARE ShC\\N FOR 1,FC<IMATW Qt.LY . RE"ER 70 •,E=Al AN) EI..ECY<K::Al COO..U,ENTS . 9 . PROV!lc CASEWCRK =WARE A'G FULS FBI CETAI.5 M-0 SPE"JCATIO'l; \N8T 5-0WN CN 8£,'A 70'!;1 NfER10R B..E\/ATIOt-6 KEY t-.OTES I. GWB. PANT 2 . BAS= FBI RNSH SQ.EIYJ_E 3. JC0R ASS3,!El,_Y ?ER S0-ffilLE 4 , WffiOWIRELITE ASSEMEL Y PER SGElllE 5 . "_GI-, CIXT\R' PER e_EC . 6 . CA5.-CV,GRK Of' H?E NDICA TED . IHl3< TO CtT AL 7 . SWITO.. O.JHE OR JACK FBI E!EC. . B . ::ioovDE ca-. TINJOUS aOCKNG/8ACKIN8 ' VERFY I-E-Gl-ff V..'i 9-ELVNG SLFPLER 9. WCXX:15°()'£ PA'lEl.l\G, REFfR TO DETAL IO . LG!-'Tlf.G COVE, RcB2 TO OETAL I I . 3/4"X4" CARDWD BACKS''-"3-l 12. •_w=i; CABlfET LGh-FER ELEC ANO Vl'..EN:E FBI OETAL I 3 . SLl<FAOC Ma.NTED RACEWA' PER E!EC. I 4 . SLl<FACE MQNTED FAB/C COVERED ACCTETCAL WAI.L Pt.ta wrr~ SLBSTRA TE OF TPE ;(',(JICA 1ffi 15. SLl<FAOC IJO..NTED V!&,Al XH.AY EDAl<\J CF TTPE INXAT8) I 6 . c~ EXTINGJSER CA&B" I 7 . 5BS\1C cONT C01ER. REFBC' TO I 0/A6 3 18. WOOD TRM, RfF3< TO JETAL I 9 . SIG'lA·3E FER s:GNAGE fl.AN A 7 I 20 . cama:n:F AfJJ clPPo:ITS . REFER TO DET AL 2 I . UGH TED EXT 5g. PER ElEC . 23, CQY\i\1/.1!.i TRIM PIECE, TYPE IDCATED 2 4 . "VAC &PrU,'l<ETL.RN PER ,\-E0-1. 25, a.JSTCNI 9--0Hi'Ali. PA.\fl., k&-t:R TO C:ASB'i'Ol<'r( DETAJL 26 . CIJSTCM TACK PAtE, REFER TQ CAf:EWWr'. DET AL 2 7 . --UMOST AT PER El.EC 2 8 , F!~ bJ_,l' .. RTv; STROBE OR FUL ST A 10'.J PB< 8....EC . 2 9. LIB"AR, SELVN:;. SIB-VINS Et-0 PMELS Af{) 9-ELV"-G T\YS FLR\19-ED Al-0 NS":A.l.ED SY On-E:2S-, COORJNA.TE Lcc,,J A'lO f!:K,-,TS Cl" BACKN, ANO FU«E0 CCIM'RS WITH 9--6... l,llt-f; -5:...P? ... .ER . 30. WOCO 3ASE PER I 9/A59 3 i . GR ANTE BASE PtR 31A6 3 Carl~d Cltv Librarv Cardwell/McGraw Arclu'tects INTERIOR ELEVATIONS A35 1221 Second Avenue Sea!He WA 98101 206 622-2311 701 B Street ll200 San Diego CA 9210\ 619 231--0751 E E - @ I : ! I - -G . --_J - ' I ! • ' : i ! . . ' ; ' ' I ; I ' OPB'J TO BEYOND . TYP , MAIN ~ALL SCALE· I /4" -I' -0" !i " ! I , a= ! i I! Ii ' ' ' ' i i I . ' : ! i ! ; 'i LJ J I Ii' I I ; ! ' Ii: ! ! : I ; : I. I ,I '11 'i; L_ i I Ii I , ' I ' 6' GRAi' EBA ill PER DETA!_ g i: I ' '' " I I • ' ' I • i I n ' TYP.--+--- - SUSPENDED Vo/~O CEILiNG, \ I _A64 ' ' I ; i i' j I - LJ : I ' n ,5 n n ' ' 5 ACCESS!S.£ COLNTER MAIN HALL SCALE· I /4"• I '-0" 1 [ill B GUAURDRAIL ~ T'f8 .oEA.BAI i c....,.-,..J /SGNAGE PER CIRCULATION ClRCULA~I .. CJESK RE:F, 1 A65 E A7! ' ' / ' / , .,/ /,/// ' ' i : I! ! i : I a I i ; I '• ! I I :-;, . i 'i I '! ',j 1 , : i: 1: · ~I ' i _ I· ! : ! . i VEI\EER P 6f= T. ,A,T 4 STER ---1-----l SIDES TYP. RETi GRANl, TO CEN OF R BASE--h 'I~ ING l ,. ' ' □ / ! / / i ' ! ! . i : ! ' : ' SELF CHECK MACH:NES Fi.Om , ' --1 I , a I ; • ' ' I I I • I ' I " II II SELF CelECK COU','TER n b GRANITE BASE • COLUMNS ' i ! i . [ I I ' GRANITE BASE + o COLLJJNS WO BASE ! ! : ' ' ' l ' i 1-I I 1 '; I --: : ' ' ' : I ' i I ' I: J i ! 'j I I, i I I I ' i ' -UPPER WALL MOUN,cD 8-L:. ·.• 3,8' FABRICATION . COORD. .A.63. 1/ ~LEG . AND FRAMlNG +,-Hkc, c"-..:_.:;,, l : -=·•~··------------~ r ' ~ ~Qt E=O_,,_ GUALRDRAI.., TYP. •EA. BA'l' ' I T LOWER WALL MOUNl'ED FABRICATION • LOWER BAYS, COORD I'// ELEC . AND FRAMl'\IG ---wo, P p.l'--ELS ! ,WO '\ OTVo/ALL 9 T ===/=;i . _:______:_ EO-!_EQ :.-.. 1 I , 0. / j:: i/' --WD . I A'ELS @ ® 9 WOOD SlOTWALL A66 e PANELI\IG cp I '. ''I· ! I: ':-' : I i:: i ; : , ! 'i : ' -;' ' . i I: I' ' ' I' C ! 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Date: 5-15-97 Job No.: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN Cl-ECK AESUBMITTAL 7-8-97 7-15-97 FOR BIDS 10-20-W FOR REBC) N1B<IC1< B.EV A TIONS Gl:J'.ERAL I\QlES <E'B1 ALSO TO R<XM FlfB.! cOEJLlE . 9ECRCA TICNS AN) CD Al IJRAWl'-GS FCR 1, TB<IOO ANISl-€S. 2. =1N~ WAU S..RF.~CES CDMP1£1B_Y EE-lNJ 3-ELVI\G J-lTS i>NJ All 01'--ER SU<FACE MO..,N78l ECllPl,EN[ il,CUJJK'-13 11c.MS !t-0.CA lED N . I . C . 3 . VERP' A'-0 COOR!llt'-IA TE FN~ OF Fi3..9 Ft-ls-ED llEMS 'N!TH: ARCl-lnEC~ PRCQ TO ll'-6T ALUi.TIQ.J . 4 . R'-IISi-< All MLLt,= FER TfE 000M FINIS-I sa-EIUE A'-0 -5:-'ECFICA'I0\6. 5 . FROVCE 8ACKJ\G/3_0Ci(!!',G TO 9-P?CRT a,wACE MClNTEl ITEIJ.S /,5 SPECFED AW AS .EOJl<EIJ . FBl) CQOO[)NAlE EXJB./T A'V LOCAllON FRID< TO NSTALLl'-IG. 6 . KE':1\0"'"ES ARE S!--Qf,j'N TO 11-0ICA TE Ti'PCAL CCNDm0\15 ANJ A?Pl I TO M WORK I\OICA "'."ED N A S!rv'LAR ~ • 7 . IXJOR5 , WNXJWS AW i1IB/IIY ffiJTES A"l" 51-()V,N ;::OR lwa:?t./iA Tm -Cti.'1' . '.JERF'f S:ZE , f'"Pc AN) LOCA TICN CF All ~r-£5 'NITl-1 soc::Q , \'VWXJW AN) Ra..lTE SQ.RU.ES A'I) =LQOR F'_ANS. 8 . B..ECTRCAL ANl •'EG'ANJCAL l'l.'MS A-1= Sf-OnN fCR !fFOOs\A TION CN._ Y . = TO M.'CHANCAL A'll B..ECTRCAL OCCLM'NTS . 9 . FROVCE CASEWCl3'. =::iwARc ANl PLUS FER OET Al$ AN) :'ffCFCATK:t-6 INOT S-0\'IN ON B.PIATlCI-JSJ MB210R B.EVATIONS KEY I\QTES I . GWB, PANT 2 . BA:'E ?ER FN~ SO-EDU£ 3. XOR A~'-: A:R s:J-EDI.J.E 4 . \"/lt-OQi/'t'iR8..JTE ASSEl-/8.. Y PER SO-ID.LE 5 . LGl-iT FiXTLRE PB.' B...EC . 6 . CASEWOO< OF nFE WICA IBl. RB"ER TO DET Al 7 . SW-T()j . am.ET 00 JACK "ER a..=c . 8 . FROV~E CONTIN..CUS ELOCKNG,!3ACKl1G, ,B<FY fEGfl Wi SR VI~ SLPPlER 9. WCX:OiSTOt-E PAN2LII\G. <EFER TO DETAL ! 0 . LJG>,'TJ\G COVE. kE=ER TO JET Al I I . 3/4':\4' rlARD\~\} BACKSPcASJ..! 12. lNCER CABf\ET LGrr FER El.EC MO \/Al.HU PER CETAi. I 3. &.l<F·\CE MOi..t<TED sACEWAf F5/ B£C. I 4. SL.Rf.ACE -'•10IJ,ffEO FAf:RiC COVER:D ACCUSTICA.L WAil. PM£.. Wl'l-1 SLBSTRA TE OF Tf PE NJCA 'Bl I 5. SU<FACE MOI..NTBJ '/$JAL DISFu'IY OOARD OF n?E WCA E . I 6 . RRE EXTNa!ISI-B/ CAB<--ET 17. SE5MC -CNT C0,13<. <EFER TO IOIA63 I 8. WCX:0 HIM, RERER TO C8AL I 9 . SG\i\GE PER SQ-.iAGE Pl.AN A 7 I 20 . caJsTEQTOP At-ll SLFPORTS , R8"ER TO DET Al 2 ! . UG>,IBJ SW SIGN "ER 8-EC. 23. DRYl"'1'Al.l_ TQIM FlE=:E. n::'E. ND!CATEO 2 4 . 1-lVAC Sl..FPL; IR2T J<N PER .\~ . 2 5 . CLSTOM SLOTl~A.L PA/fl, KEFER TO CA33'100< DET Atl_ 26. CL6TOM TACK PAI£., REF-R TO CASEWORK DETAL 2 7. 7-5/MOSTAT FER B£C 2 8 . SIRE AUQM STRCEE ffi P ..LL ST A TW IB? Ei_FC 2 9. L.IBRARY 9--fi_\.1r-..G, 9-EL.'~'1\G 8\ID PAt'fiS A'D Sl--ELVIN3 TCf'S FLRNISBJ tiW lr-51 Alt-ED Err OTI-ERS. coa;?OINA TE LOC"N A'ID fEt;Hf5 OF 8ACKINS AND '°cJ<lRED COO-ERS WITI-, S-E V~<> SlP?.ER . 30. 'liC'CO 3ASE FEQ I 9/A59 3 I . GRP~TE SASE F-51 3/A63 Cardwe!VtJlcOraw A!ichitecis lNTEA!OR ELEVATIONS A36 1221 Second Aveme Seattle WA 98101 206 622-2311 701 B Street 11200 San Diego CA 92101 619 231--0751 ' j I ' '' ····7 "~~=~=~=~,,.,,,~"'--/-+--'--SKYIJG!T 1---~~-1 I I ' '--------------------.....J 1 " I ''-----------------' BOOK DROP ==:JI STONE PA'JELS FOO DON0'1 '1ECOGNTION '1Ef'. DETAIL I/A59 t ' -------------------. -----j D f-------' '-------- EQ EO EQ EO r---; . ; i , I ___ ,! -"'---1+--, -cl===::===sa====sl ) [ .. i, WD P!~s . I 19 S , _____________ i __ DISPJ.-Y~ DELOSS ~CGRAW MANJSCRIPT "-0 6• GRMITE BASE 31 6" GRANITE BASE 0\1--E_N_T_R_Y_I_B_O_O_K_S_E_C_U_R_IT_Y_us._·_Se_A_LE=l:=~=/1=4ss=~=P=ANEi.=--l ·_SEE_DE_;::_,AL_@_A_;g ______________________ ~~-----A;_6_~A-ot-.E-oD_~_ND_c_= _________________________________________________________ _ V SCALE: 114·.r-o· ,---A..RRED CORNER / FURRED GYP SOFFrT TYP ; . I .. ,I f 'I -. ' T 7' I I I I i I l l -----+-----~~ --+-----r--, __ • I 8 f :,:, l is-I ' I ! 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I / E PA"dSl E .~ / ' . - / " r (i) ' ' ' / ~ 1!/ ! • I . -----~ 31--------==------------------------------_:_ ____ _ 0 MEETING ROOM 150 SCALE: I/ 4"=1'-0" ~•.NOE< CA8lfl MOU•ffED ~AVE / PER S':.-C ,i1EFRIGEl1ATCR $< $PEc ==== ii 7 REF. EO • 3'·5" 3·-0· E / 30 ,-- ' D (i) I! I ' I- 11 1 ' ! I' ·;: ' i'--0 ' • N '--@ 3f---------==------~-----------------------------0 MEETING ROOM 150 SCALE· 114·-r-o· w ).- / ! 2'-9' L 2 EO • if'·9" GALLERY '1/vORK 4 1-------.-====--------~--'----------___:__ __________ _:___~-------- SCALE· 114·-r-o· Date: 5-, 5-97 'Job No.: 9601 3 2 7. a L 2 3. 4. 5. 6. 7, a 9. D. l 12 rJ. ~- !; Ii 17. il. ~-20. a 23. 24. 25. 26. 21. 2a 29. 30. :ll 5-15-97 PLAN Cl-ECK SUBMITTAL 6-20-97 PLAN CHECK RESIJBMITTAL 8ULDING PERMT 7-15-97 FOR BOS 10-20-97 FORAEBIC> NT1:RICR B.EVATIONS GB6AL r,.o1c5 Rffi31 ALSO TO '100M 9'1SH so-EDU£. $1'ECFK:A TICNS A'!l DETAl ll<AWNGS FCR !'<l::RO,! 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COORDNA TE LOC'N AND =-ElGI--ITS OF BACKING AI\D F .... i<R=O COO\ERS l/'fiT\-1 SI--E..Vf'·JG SY.PLIER. 1/COD BASE PER W t-59 GR/.N'Tc 3ASE PER 3/Af/3 C~d City Library Architecture Plarinlng Interiors· INTERIOR ELEVATIONS A37 1221 Seconcl Awn1e Seattle WA 98101 206 !'122-2311 701 B Slreet i200 San Diego CA 92101 619 231-0751 ' .-S <, ---,., --¼. -;_'i --~ -"--~ --_--fj --->-:C, -_"-.-~ -\0_ --.=• STEa , n'P. : '--FLRRED TRUSS ~+---ELECWICALL Y OPERATED 5K1'LIG-ff ~OLNER5 "'-..-1--FLRRED TRUSS BEYOND -----=='::=_:__==!.:.1~=--=--~+---~EYC)~ -f------ I '------l-RJRRED TR\JSS IN SECTION D<:> 12 A62 12 A62 TOP OF WALL RECESS DET AL SUSFEt-OED UGHTNG TRACK c SUPPORT ~RAME REF. TOc--i _,'.;";\ STRUCT , ANO ELEC , ~ . ---~0)1--~- 3/4' CDX F<RE RESIST ANT BACKI--JG , TYP. AT ALL WALLS R"cCESSED WD . BASE DETAL / !. D <:> E I I · 3/ 4' CDX FIR!= RccSIST A,-,T BACKING , TYP. AT ALL WALLS OD , ., w GALLERY 155 I I -,, SCALE= I / 4. = I ' -o· s • ',---------+----i !! 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I f ! ' 7 I : l I ' i: ; ' ' l' I • ~J . _J ' j I 11i, ---------, .i -, I : i ' I I ! ! I : i ! >C ii ' r=---11 ----~1 r ' n,. . --- " n i-ii , I , , . I jl i i · I (: ! I. I , . , · f Ii ' ' . '---' ,. ·H'--.. ' ' w LIGHT COVE, REF QG AND REF I 51A63 □1 I rn I ~ -----es I --·-----i' ' -~ ,, Ii L i i' 11 r :· :c i ! · ! . I j . i . -----: e ~- ' I I -I I :1 ~c --- '~-11 ; I I ' I ' :L ~ - 4 PLAN NE c;-, CONT. <NAC 24 DIFFUSER, REF, TO MECH. i ~WOOD ~ Bcr-lCH \ _/ \ \ \ Of;/E \ ·' \ / OPEN 1-REF. TQ S.~EET A24 FOR TYP . CLJPO_A NTERIOR CONt. ~\/AC 24 DFFUSER, REF. TO MECH. 4 OPEN J s fs\_R_E_A_D_IN_G_R_O_O_M _________ -===1=6=6=='-------------.:__ ___________________________________________________________ _ \.::::.,) SCALE· I /4"• I' -0" I I • 2. 3. 4. 5. 6. ' ' . Date: 5-15-97 Job No., 96013 5-15-97 PLAN Cl-ECK SUEMTTAL 6-20-'R PLAN Cl-ECK RESUBI.ITTAL 7-8-97 BULDfllG PERMIT 7-15-97 FORBIDS 10-20-97 FORREBD NTERICR 8£VATICNS GEN:RAL !\OTES REFER ALSO TC ROOM Ff'ffl SO-m.1£. 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"==.;-,: ,=1 :l t'::i ___ J_ __ -+---L-~~~::;~~:-;-=,.,.,~~ 5 29 REF.@ 0 -~R..:.::E::.:.A __ D:_I __ N..:.::G ____ R_O=--=O--M __ · _ _..:._ __ _:::::=1 6=7=~---'---------------------------------------------------------------------- scALE • I / 4. • I . -o· 14 518" THICK TACKABLE r N 14 518" THICK TACKABLE EO · 2 EO PAtaS • • • . 8'-0" I r EO . "'· 10 ---+-----t---,,,.-t-,-:,-,3,-:-1 FwRREO AB · 1 CORNERS I ,___::__ _ _.:____----====-------'---·-~-------------'------------------0 READING ROOM 161 scALE • I / 4" • I . -o· ' i Date: 5· 15-97 Job No., 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN Cl-ECK RESUBI.ITTAL BULDING PERMIT 7-15-97 FOR BOS 10-20-97 FORREBD INTERICI< aEVAllCNS Gl3\81AL t-OTES I . = ALSO TO RGai FNISH SQfflU£ . SPECFlCATKlt6 At-lJ JETAJL DRAl~lf.GS 0 0R NlcRIOR FNIS-ES. 2. Fl~ WALL 5.PFACES COlvFlE1R Y 88-NJ SI-R\/l-.G LNTS AW tu OTH'R 5.J<F ACE MQNTED EGJF't.ENT ir,..ULOiN;; !TBJS ~CA.TED N , i • C . 3 . V6<P At-0 Co::R;JNA TE FNtl-1 OF 9ELD FNISl-£D llEMS WIT ;.-J ARC!--HE-CT FQIOR ~o f'ST A..LA. TIQ\J . 4 . Flt,!$; ALL MLLWORK Pi'R T-E RCCM 0 N51-l SCiIDJ.E A\LO SCECFIC.A :IO-IS , 5, PROVIDE BACK!NG/RCO::r,,..G TO 9...fFCRT SLRFACE ~tD I ,ENS AS S'ECiFED Al{) AS REO.../ED. FB.D CO ORONA TE EX'EN1 M[) LOCA rlON Fl'JCR TQ NST ALLI-I, . 6. mNOTES t-J;£ SI-O>IN TO lt-OICATE T'rPCAL CCT-0110N$ AND APPLY TO AU. WCRI. lt-OICAT'EO 1' A SIMILAR MAfl'B2. 7 , DOCRS • \\'lt-OICWS At-0 INCcR"Ci< <El.IE iQE 9.JJVIN F"J' ll-FORMA TION ON. Y . VERA SZE • "'PE Al{) LCICA TION OF ALL Cf'INsGS ~!TH JOOR . WINDOW ANl ffiJTE SCecll.L°S ANJ R_OQR FI.Al,S. B . c::: ECTRICM.. Ai'-0 k.ECl--ltOCAL ITEMS ARE ~ FOO ~A TKJN ONLY . R"JER TC IIE(J..;At-lCAL A.'ll B..ECTQICAl.. 900 .. J.flHS . 9. PR0'1DE CASEWCW e=w-AN) "LLlS ?ER DETAI.S ANl S'rCFICAT(),15 ffiT SI-Ow.I ~ 6£VAnONSl j INT!:RICY B.EVATIO'IS KEY t-OTES , . G°WB, PAINT 2 . BASE FER FNS-1 SOBlLlE 3. JOJR ASSEIR' FER !nEW£ 4. 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PA/6.S b . r--'i~--~---T--1--+-~--- I , / 2·-2' 8 EO _____ _,, 0 BOARD ROOM 12 ! 81 =ATCR PER 5FEC 41---------=------------------ SCALE· 1/4"=1'-0" / / ' ' I/ I"' ' "' -- 0 BOARD ROOIV1 [:I]] -4f--------"-----r -~ ADMIN . SECRFT ARY 12 ; 91 5 ~~_:.=__:..:::__:_:___::.=..:::__:~__:_:_ ___ _7=::::::._ ____ _ SCALE· I /4"= I' -0" SCALE= I / 4" = l ' -o· Ii :I ,:['=I==~'-"!===' IID...--15 : ' w -READING ROOM 12 2 31 SCALE-I /4'• I '-0" 71 '.] :i !! ii - 1 :1 N - 'i ; ' ==L J ID " " ----i ! ; I 3 ( ',', TT -r= II __j ! T _, !~ ;: ! ,I. ' ' ' ' ' / / ' - / ' ' Q,__R_E_A_D_IN_G __ R_o_o_-_M_I ------=12=2=3=---I ----- \:::..,; SCALE= I / 4' = I ' -o· (CONT. ON 51--lT. A4 2) 1 ---0 ' _ _Ji == -t li {_ ==I==="==="' TT_ ... __ =:; Ii 0 1,\ lL __ = TT I! TI!=# \J ~c.l!IT I !1 ,:ti ': -~ E. -I--" u=1 =I □- RESiLIENT BASE WO I BASE j i . I' . , . J p c ,......._-_ ~ !! 'riit== ::i! . i ' 'I " =i,. i •.------! i : ____ __j~' === . -------, ,- I' ,! T" -i:'.' ' ' 1,-.:..1,. '----¼---- '===--·-__J C. d i i~I ===,r~==il 11 ii I 1,=: -=:1~1, -=:! •• !'"===="-, '====Ji I Date: 5-15-97 Joo No.: 96013 5-15---97 PLAN Ct-ECK SUBMITTAL 6-20-97 PLAN CHECK AESUBMITTAL 74--97 BUILDNG PERMT' 7-15--97 FOR BIDS 10-20-97 FOFIREBID ~ B.EVATK)',15 GB'ERAJ.. I\OTES I . REfBI ALSO TO f<'XM FNS-1 $Cl-6lU.E. SFECRCATa-£ At,,0 DETAIL CRAW1\GS FC'R NT5210R FIN9--ES. 2 . FNISl-i WAU. 9.J<f'ACCS CQI..P-:....:: I b.-Y 28-iND 9--B. VING LNITS />ND ALL 011--B' su;FACE MU.NIB) ECU'1,ENT Na..LOIN-3 li9.-IS INDICA""'EC· N. i.C. 3. VER'A' t:,,'-0 CCCRDNATE FNISi CF ~HD FN51-ED l:3JS WIT!< ARCHITcCT FRIOR TO IN3TAiLATICl'J. 4 . FINISi-' ALL MLWrn< PER T>-t R0CM FlNS-l !:0--BllE A'-0 5PECIFiCATIO!-S , · 5 . FRDVICE BACKI-.G,RCCKING TO SJ'FGIT &WAGE M2lNTED ,!EMS .AS PECFHl AW AS k£QU;£0 . ffiD COORDM TE EXTEl-i, AND LOCA "ICJ-; FRKJR TO NST ALN:; . 6 . <'.cYNOl ES WE &-0\IIN TO lfDCA 7E TYPICAL CCNJITl()1'5 A}.C AFfl y TO .4..L WfR(_ lr-DICA TED I!\ A SiMILAR ~. 7 . [X)CRS. 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W0Ci) B.t,_5'= FER i 9/A59 GRA~TE BASE FER 3/A6 3 ,-,,<:9 Alie,., f:¢9 "~ s..-,i i r.J W,.: -F--r.:: .:..t· t;, ~_;t,{.;._ .. --- ' * OF c),1,..\ Carli.bad City Library Cardwell/McGraw Arch.1:ects INTERIOR ELEVATIOOS 1221 Second Averu, Seattle WA 98!01 701 B street 1200 San Diego CA 92101 206 622-2311 519 231--0751- - 6 ;=' ,o/ /~~OJ BEYOND r I E I ~ w~ SASE AT THIS B_EVATIQN READING ROOM 12 2 31 SCALE· 1/4"• l'-0' ' - - I T\ ' i ' ' ; "' -<b / f 3 €s / l ' --,----------- s WO BASE RESILIENT BASE - --I ~TOJ ;='° I / BE,O!'O BEYOND -- - ' ."' ; ' --/ ' ' / "' / I / ' i -I/ " - I 2 LAYERS GYP AT THS WAil Al-0 CCllJ,,ffi ' - ;-'i:ft'c,J,O J ✓-,oj BEYONO --- -----CD ,---,-----1 -------.---.---,--- ! I I I ---1----1-J·---1----i----1----1:_ __ -----,------- 1 -! i ! 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CIJSTOM -ACK PAl'fl, REFB2 TO CASE~,ORK CETAL 27 _ 11-B<M<JS"AT FER ELEC 28. •"IRE A~ SWEE OR FU.L STATl(l'j ffi< E!EC. 2 9 . cERARY Slu'IK:, SI-ELV!r,G END PA/ftS A',[) Sl-8-VN:; TCPS ;:: JRr6-ED AND NS; Ail.....9) 3Y OTI--ERS . Co:::RDM TE tOC'N iWJ HE'',,,:CS OF BAO<NG Ar-ll PJ1RBJ C(Rt.ERS \ll!TH SI-EL \IINS SLFPLIER . 30 _ WXO BASE PER I 91A59 3 I . -GRAI\JITE BASE FER 3iA63 C~rl~d City Librruy Cardwell/McGraw Architects INTERIOR ELEVATIONS A44 1221 Second Avenue s,,altle WA 98101 206 622-2311 701 B Sireet i200 San Diego CA 92101 619 23Kl75l 0-- @------.. \ \ 0--------~-- i _ ___j_ i 8'-8" AOOVE LA"DING LccVEL 8'-8" 4,FF ' 0 2.1 . CTR. N CfWG TrP ----'-,-41-~~ >- 1 I XI 0 ! 8' O" -. --i ----,-- 11 l I l l / XI I XI 0---------------- 0------- 'a' I I i f ~-l---1--'----l---+---l--1-----+-+--llf---t---t---t-c--- "' I 9' -R" IXJ " XI XI . 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ROOM Nllv!BER ACCESS DOOR NERFY S•NKG DIRECT'ON1 S.JSP::'.NDED ACOUSTICAL CEUNG T-LE SYS-:-EM WOOD CE:LING SYSTEMS SLSPENDED GWB CEIUNG CElvENT PLASTER tST!JCC0) SOFFIT CEILING OPEN TO STRUCTURE ABOVE 0 AINT PER ARC>-1. I • ALL SLJSPEtw'=D CEILlNGS MUST COi'-F0RM WITH TITLE 2 4 TABLE 2 5 -A ANO I 6C 2 . PR0Vl'.JE SPRINKLER svSTEM SHOP DRAVVINGS COWL YING WTH INDICATED Y=S!GN INTENT FOR ARO-lffECTURAL APPROVAL 3 . PAINT ALL EXPOSED SPRINKLER PIPES 4 . PAINT ALL a:=XPOSED STRL.CTLJRAL STEL FITT:NGS AND AU. c'XfDSED MET AL DECK Ca.rlwad City Libiary Archl'lecture Plc!r.ning Interiors FIRST FLOOR REFLECTED CEILING A~ iJl (U\ PLAN SECTOR-A ~~ 1221 Second Avenue Seattle WA 98101 206 622-2311 701 8 Slreel i200 San Diego CA 92101 619 231-0751 .:::-;; ·;::; ,• 0 ( 0 rT-4·~4·-o· ., -= B' (J ' 0 0 0 I ' o--o· 1 .R p:x-nJ;E 1 MTD ___. E~ CO.ll\ffi 7'-(f tff ! ' ,R RX"J1E ;MID ~1:EN CCLJJ.,NS l'-Cf AfF ! 2d j 8' -6" 0 I ' i I I ::, 'I 0 -+--'--,,, Jr-c_,, __ ® I l 0 I . ) 0 EQ i. 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ST AIRS---jf'11"'EO~t-' ___,1-=-2·-'-o"-· --t,FEO'!:+~t.:..;.':.'~;,,--• 7 , LV\ 'IEq.l 8'Ct0SURE ~==='==l=======:11 I' I' IA6~ ABOVE o ! o o I 4' ;~::I=:::i=:::::::i , , ,II 7'-i[r ~'-OTrPL 0 8'-8" i / CTR. ~ ,I AFF BETW , GPN"GS 0~ NOTE• I \!= · , ALIGN DOWNLIGHTS t;: i J+-W/'t_ WNDOW TYP I ' I ! I Co I , a·-a· AFF 1 0 ~ ~ j / CTR. BETW. CFNGS 1----,--,-..,,--19--6" ! ,_ ! ' 9'-81 i I ~ 8 Ci : I 0 ® I 0 ' --a·-o· -' 7 -P ® . II 0 ® -' EQ EQ i B"-o· 0 ® ® 0 9· -e· (S b> aJ. 9'-6" ' -1. ~a--nr.•;,._-.,..,----,.~1---,,.,,--hll 1,g,60'41 ..---.,'..---'·,-,' ,..· ,---,.,,---n"---.T""-lT"l-..--,n ® 0 IO'-6" U8-i<ING TRACK 0 9' -6" o 11 .,. r . II---\ 1-------1 1------l 0----1 0----1 I 0----H ..___,. 1-----1 I----\ ~ - ® ® 0 9'-8" 0 F~RST FLOOR REFLECTED CE~L~NG PLAN SECTOR 8 SCALE' I/ 8" " i • -O" 8 I 0 \ I ..,l \ i ® 0 Ir ' 0 0 -----0 \ B -------@ D 0 ------@ I \ WOOD CLG PANELS , A 6 6 AT CUPOLA '-;; -~--- ----@ D KEY PLAN Date: 5 -1 5 -91 Job No.: 960; 3 5-15-97 10-20-97 0 0 FFn bhd igJ 161 0 ® ® I I ! 2 I C?3 n □ □ OPEN PLAN Cl ECK SUBUTTAL PLAN CHECK FIESUBMITT AL BULDNCl PEFMT FOABDS FOF, REW RECESSED WALL FIXTLRE PER B.EC , WALL SCONCE PER ELEC , DOWNLIGHT PER ELEC, PENDANT FIXTURE PER ELEC . TRACK UGHT SYSTEM P"'J< ELEC , 2 x 4 FLUORESCENT FIXTLRE PER B.EC . FLUO~SCB\.'T FiXTl.-RE PER ELEC. UNEAR FLJORESCENT F,XTURE PER ELEC. AND 2 ):'. 4 ACOL.6'1CAL C~1Li/\JG 0 Af'..ELS PANELS VI// -:....i/\EAR DIFF.JSERS p<=Q MECHANICAL Di!=FUSER PER MECi-¼NiCAL SUPPLY PER MECH . CEILING FAN , SEE MECH . QECL.RN PER MECH . SPEAKER PER ELEC . EXIT LT . "ER ELEC . ROOM N-JMBER CEILING HEIGHT ACCESS DOOR (\iER!FY Sliii'ING D1RECT!ON) SUSPENDED ACOUSTICAL CEILING TlLE SYSTEM WOOD CE!Ll'iG SYSTE'v\S SUSPENDED G\'-/B CEILING CE\iENT PLASTER (STUCCO) SCFFIT CEr ... lNG OPEN TO STRUCTURE ABOVE PAINT PER ARC~, I . ALL SUSPENDED CEiLINGS WST CONFORM V,iTe1 TITLE 2 4 TABLE 2 5 -A AND I 6 C 2 . PC'OVIDE SPQ,NS::Ux SYSTEM SHO? ORAWNGS COlv'PL YING VVIT'-< NDICA TED DESiGN NTENT FOR WO-HECTURAL A;:,pROVAL 3. PAINT ALL EXPOSED SPRNK.ER PPES 4 . PAINT ALL EXPOSED ST~JCTLRAL STEa FITTINGS AND ALL EXPOSED MET AL DECK CardweiVtJicGraw Architects Archltocrure P!ru"inirng interiors FIRST FLOOR REFLECTED CEILING Art:.v PLAN SECTOR-B ;_JJY 1221 Second Averoe Seattle WA S8I01 206 622-2311 701 B street 1200 San Diego CA 92101 619 231-0751 @--·-_/ I 0------I ~T-8~ ~·~(]1 I ---l-_--'l---+-==~f.:_-_-_+--+-i,F"_-f-==-=rt-_-_--t-t-==::li++--1 IX 1[2] IX 8'-8" AFF AT CL CfNG- SUSPENDED WOOD V6\EER ACOL.STCAL REFLECTOR PA~S PER I 81A63 RACK FOR SLIDING PAl'ELS FER SPEC RECESSED WJTORIZED P'<OJECT!ON SCREENS PER SPEC 0----- 0----- 0 I ' LJ ' ' i G @ l /I LJ \ I w I YI - ( 51 \ [ 6 ' LIGHT Ft<TL.RE , ~63 . 2 ', A 5 ; IN RlcCESS HP. s~~ss STIR BRACK85 J FOR cATTICE PAr,ELS TO ElE FROvlDED BY AQTIST iCOOi/DNA TE t,ST M..LA TION CF LATTICES> 0 F~RST FLOOR REFLECTED CE~L~NG PLAN SECTOR C SCALE, I /8" ~ I '-0" I 4,5 CD 5.5 6 KEY PLAN Date: 5-,5-97 Job No.: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN Cl-ECK RESUBMTTAL BtJl.Df,IG PERI.IT 7-15-97 FOA BIDS 10-2fr97 FOAFEBO RefTiecteru Celiliing JF'lian Lege111dl 0 0 UJj 181 !al 0 ® ® j I I 2 j 8'-0" [a n ! □ □ OPEN RECESSED WALL FIXTLRE PER ELEC . WAU. SCONCE P"-R ELEC . DOWNLIGl-ff PER ELEC , PENDAt-.T FIXTURE PER a.EC:. TRACK UGHT SYSTEM PER ELEC . 2 x 4 FLUORESCE~, FIXTURE PER ELEC . FLUORESCENT FIXTURE PER ELEC , · .. INEAR PcUORESCENT FIXTl .. PE PER ELi=C . At-,D 2 x 4 ACOUSTCAL CEILING PANELS PANELS VI/ LINEAR OiFFLJSERS OER MECl--IANlCAL D IFP .J'SER PER MECHANICAL SUPPLY PER MECl-l . OEIUNG FAN, SEE 1'1ECH, RETURN PER lv'ECH . SPEAKER Pi=R ELEC . EXIT LT, PER ELEC, ROOM \IU'IBER CEILING HEIGl-lT ACCESS DOOR (VERIFY SWING DIRECTION) SUSPENDED ACOUSTICAL CEIL'NG 'rl:..E SYSTB-A ~lliJOOO CEIUNG SYST!3-AS SUSPE"IOED GWB CEUNG CE~NT P':-ASTER (STUCCO) SCFFIT CEtLING OPEN TO STRUCTURE ABOVE PAIN' ncR ARCH. Reflecteru Ceii.Tuil111g JF'llsum N cites I . ALL SUSPENCr...D CclL!NC;S ,VUST CQI\FORM WITH TITLE 2 4 TABLE 2 5 -A AND i 6C 2 . PROVIDE SPR,NKLER SYSTEM SHOP DRAWINGS COMP~ YING vvrn-i iNDiCA TED DESJGN INTENT FOR ARCHTECTURAL APPROVAL 3 . PAINT ALL EXPOSED SPR!NKLER P!P2S 4 . PAINT ALL EXPOSED STRUCT'JRAL STEEL FITTINGS AND ALL EXPOSED MET AL :JEOC FIRST FLOOR REFLECTED CEILING A~~~ PLAN SECTOR-C ~ U 1221 Secoi d Avenue Seattle WA 98101 206 622-2311 701 B S1reel 1200 San Diego CA 92101 619 231--0751 ' --·t ·i ---"~ ,.'-i 0 l: 0 l lZl 10'-6' 10'-6~ I ~ 24,4B I 4J 8' 6' I 0 0 I L-- 9·-4· SKYLIGHT V. el ':::-':c5-ELF==--h, iITITt~ ---7' i O I 0 I i4'-0'I ! I o o d-_4• : ' 9·-k IEO · 4'-6' EQJ ~ ,, 0 I I . ' "' - 0 ---___ _J' 6 LIGHT RX11.RE ~-+-1-~A-!S 9 N RECESS TYP . I I I I I I l I I 10'--0' rm. i 3' VENTED Al\.M . EXTERIO, STUCCO Sl,\OO'CH pAND FNSCI PLASTE'R . 'FRY WPM• 5 -V-300' . I 0'--6' I 1 · 0 I ' ' c6 1re3 0 7'-6" Cg1 --- -- -l!-o 4'--0-::~ 1-f :45 ::q: ' : 9'-8' -lo,,o 9' -•. ' ,47 i 'I i l ' I 6 LIGl--,'T FIX'.' ~,-~A-5-,9 IN l<ECE rl- cb 0 5'-I (J I 0 5 A62 _Sl"ISMJC .JT . TIP i . 0 ---'------V [il i -l EQ 0 0 .i ,I ' ' I ! , ~49' 9'-C 0 0 0 [il 0 8'· 8' AFF r CTR BETW. 9' -- @ OPN'GS 8'--8" AFF r AT CL OPN'G ~ ' --; I 4'--0" O O O 0 I 4· -0" ,-l-t--1½---:£7 _,a=fiPt=.--'lt:::'·-f--f-\--, 1 4' -0- +-----+-+-STEEL LIGHTlr-& GRiD WI SU<FACE MQU\IT6) TRACK (YEN 0 8'--{)'nP OPEN [ml 14 OPEN A63.2 I ·-o· 0 0 AT I 2'-6" PER~ WS7 A25 l+---'-+--ll--l-l-I 3' --6' GYf' , BD . WRAPPED TRUSS TYP. -,-I--+-+-I 4' -0' SORFIT IOUTSDE c=--E T'fP. l /OPEN IIH---+--tt--+-,f-1 /4' DIA. AIRCRAFT 14'-- 0 CAaE , rrP . OF I 6 l+--+-+-~VAC DlfTUSER PER WECH. TYP, L-1i:=:::;:Z::=t1 LIGI--ITING FRAME< t-'------+-~ ~~=t~~.;ac__;c,:;,fF~~;;':~~ TS2x6x 114' TYP. ' I I OPEl\l I i-_ i LATTICE 5 ' OPEN I 4'-0' '-'-A~6 3 . 2 ~ S' AlNLESS STEEL BRA ETS FOR LATTICE PAI-.ELS TO 8E FVOVIOOJ BY ARTIST ~-----+-+-S,EEL Ll~ll\G G<O SLP"ORT --518' DIA TI-REAOOJ OCO (TlP. OF I 2l LATTICE (COORDNA TE NST ALLAITlOO CF LA TTICESJ G) 10.1 F~RST FLOOR REFLECTED CEILING PLAN SECTOR D SCALE< 1/8' • l'-0' 9'-8' ~ i / . -/ ~ " / ' ' , II \ ' / " \ ; " " ' I " ' ,, ' fi p1 ' I i I l I ' I I Ii I SKYLIGHT ,I I i • I i ABOVE d ,· I ' \~ I I I "'. !1 i i ,, • . ' l i I ' ,, I. ' ' ,; \ \\ I 1 I Li 'u I I I -L . ' I ' ' /1 ' 1 " \ ,. " I ' II I '" 1// / ,~ / ' / ' -' / -' CEILING AT GALLt::RY 1-llGI-I BA, -------- ' ' I STL. AND -(0 ----@ ------0 ---0 C OLLMN , B<ACE A/\NEL, PAINTED CH ( 16 \ MOTORIZED LOUVERS 3 AND a.REI DETAIL . IA6 PAh'\JT ALL STEEL , DECK , PlPES UT AND GWB IN HI~ BAT CCND ---0 \ ' KEY PLAN Date: 5-15-97 Job No.= 9601 3 5-15-97 PLAN Cl-ECK SUBMITTAL Pt.AN CHECK AESUfMTTAL 7-8--ffl BULDING PERMIT 7-15-97 FOR BOS 10--20--97 FORAEBID R:efl:eclt:e& C:eilili:rug JP'l:auru JL:eg:e:m& LJ 0 0 CT] lill l;iJ l2l ® ® I I I 2 i 8'-0' C2 tt , I ! 11 I ,I □ □ OPEN RECESSED WALL FiXTL.RE PER ELEC. WALL SCONCE FER ELEC. OOWNL!Gl--ff PER ELEC . PF_NDANT F'XTURE PER ELEC . TRACK LIGHT SYSTEM PER ELl"C . 2 x 4 FLUORESCENT F!XTURE PER ELEC " FLUORESCENT FIXTL.RE PER ELEC . Lit-EAR FLUORESCEl'IT FIXTt.PE PER ELEC . AND 2 , 4 ACOUSTICAL CEIUN{; PANELS PANE;._$ WI Ltd\EAR DIFFUSERS PER tv'IEO----IANiCAL DIFFUSER FER MJECHANICAL SJ'PL Y PER MECH . CEILING FAN . SEE ,ME~ . RETURN PER ME~. SPEAKER PER ELEC . EXIT LT . PER El.EC . ROOM NUMBER CEILNG HBGl--IT ACCESS DOOR (VERIFY SWiNG ORECT10Nl SUSPENDED ACOUSTICAL CEILNG TLE SYSTEM WOOD CEILING SYSTEMS SUSPENDED GWB CEILING I CEMENT PLASTER (STUCCO! SOFFIT CEILNG OFEN TO STRUCTURE ABO\t PAINT PER ARC~ . R:ef[ect:ed\ CeilUumg JFDli:auru N cites 1 • ALL SUSPENDED CE!Lll\.GS iV\lJS r CONFORt-A Wff~ nn....E 24 TABLE 25-A ANO I 6C 2 . PROVIDE S.9<•NKLER SYSTEM SHOP DRAWINGS COMPL TING WIT" IND!CA TED DESIGN INTENT FOR ARCHIT:"CTURAL APPROVAL 3 . PAINT ALL l"XPOSED SP'<iNKLER PIPES 4 . PAINT ALL EXPOSED STRUCTcJRAL STEEL FiTTh'IGS AND ALL EXPOSED ;.,<ET AL DECK CMlsbad City Library Cardwell/McGraw Architects Architechre PIM@ interiors FIRST FLOOR REFLECTED CEILING Ag;;: if]) PLAN SECTOR-D ~ ~--- 1221 Second AveNJe Seattle WA 98101 206 622-2311 701 B street 11200 San [)jego CA 92101 619 231-0751 1 0 0-- / I i' I ' ! ' 0 ,a:, '20 a' v u.: 1 0 1 c:, ' ...J ' Ui cm I 201 1 ' Li...: IO'-41 20 g) VJ. 0' _j i -I u I i D MOLNT AT CTQ BETW ----4~-PNG"--5"'--==:-::--'<--I----+--! f'-8· AFF f-+--1-1-+--i-++=l 0 vi 0 __J u i 8'-0" ' a--o· 0 i . I VJ c:i I 0 0 0 Q 1207: !3] I CQ[! T AIRVl!C.__LL CPEN T 0 STrJCT DECK PAINTE I ~-+-+-11 ~ ~ ~! ~ MOLNT AT B" -B" AFF CTR BETW OPNG'S ~ i...: EQ -I ~ o SCfAT Fat CASEWORK---+, --"r . -' m ! ~ rzl 0 EQ I 2rn 1 I 2S s·r . I 3'-0' 0 'i I :i-• -o· ----~:::f 0 I 0' 6" = 0 t ' l s·-o· (:g]-O e·-o·o.c. )! / o , o mm o 8'-0' o RA TED OORR[)OR CLG REF 9/A6 2 - rzl '[8] ' - 0 122 I I 0 ® ' 0 0 I ~ 0 [8] [ill pm 0 I 0 0 0 s, ' I i , . I 0 SECOND FLOOR REFLECTED CE~L!NG PLAN SEClOR A SCALE• I /8"-1 -o· 0 VJ ci ! _j u ,----NOTE• i AUGN DOWN.JGhT , W/~ WINDOl"i. T"rP . 0 ® 9-8 I I' -i ' i I 0 0 TYP-LA,CUT ' ' ' ' 0) VJ 0 __J u 2 I I I I I s 0 0 VJ 0 __J u r ~-+-r-1 frl 9' s· 9'-6" -t 0 i 0 0 0 j-- D KEY PLAN Date: 5-, 5-97 Job No.= 960 1 3 5-15-97 PLAN Cl-ECK SUBMfTTAL 6-20-97 PLAN Cl ECK RESUBMITTAL BULDING PEAMIT 7-15-97 FORBDS 10-20-97 FOftREBD Reflected! CeiH.ng J?Ilan Legem1dl i...J 0 0 181 l,!l 0 ® 0 I I I 2 1 s·-o· □ n ! I I ' □ □ OPEN R'=:CESSE.D WALL FIXTURE PER ELEC . WALL SCCNCE ?ER B._EC. DOV,Jt,.JUGl--ff PER ELEC . PENDANT FIXTLl<E ?ER ELEC . TRACK L!GW SYSTEM PER ELEC . 2 , 4 F-UORESCENT F•XTURE P=R ELEC. FLUORESC"'NT FIXT ;FE PER ELEC . Lli'EAR PcUORESCENT F!XTJRE Pc7< ELEC . AND 2 x 4 ACOUSTiCAL CEIUNG PANELS PA'JELS W/ Lb'JEAR DIPFUSi=RS PER 1/EQ-iANICAL DIFFlJSER ?ER MEQ-jANICAL SUPPLY PER MECl-1 . CELING FAN,SEE rv!EO--L QETURN PER tvtECl-l . SPEAKER PER ELEC. EXIT LT . PER ELEC . CEiLING I-EIGHT ACCESS DOOR (VER\Fl S\N~ DIRECT!QN) SUSPENDED ACOUSTICAL CEIUNG TILE SYSTEM WOOD CEUNG SYSTEMS SwSPE!'s'DED GWB CEILING CEMENT PLASTER (STUCCO! 50FRT CEILING oPEN TO STRUCTURE ABOVE PAiNT PEi< ARO-l. Reflieictedl Ce[Htmtg l?hi1rn Notes ALL SUSPENDED CEILiNGS f.lUST CONFORM WIT'>-< TITLE 2 4 ~ ABLE 2 5 -A AND I 6C 2 . PROVDE SPRNKLER SYSTEM SI-ICP DRAW1NGS COMPLYING W!Ti--1 INDICATED DESIGN INTENT FOR ARCI-IITECTLRAL APPROVAL 3 . PAINT ALL EXPOSED SPRIN<LER PIPES 4. PAINT ALL EXPOSED STRUCTURAL STEEL FITT!NGS AND ALL EXPOSED MET AL DECK <:,~ AFIGy i'~,~~~~~:~ lo: ' ' . . "'¥-,_ .., p vV I : · C· ;'.s.r,i.r 1rr * * ~ OF CJI.\..\ Cru-lroad City Libr<!!'Y Cardwell/McGraw Architects -Archicecrure Pla~ing Interiors SECOND FLOOR REFLECTED CEILING Ag:_ rFJ; PLAN SECTOR-A ~~ 1221 Second Avenue Seatl!e WA 98101 206 622-2311 701 B Street i200 San Diego CA 92101 619 231--0751 ' ' I <'~~ -,fj Fd~ -£,-;:':_ ,::,f -_.f..J ~"'i--~<-> -:::~ --:,~- -.--.:; J'." --· --,, .--j ::ii:~ ;·_•J! >--,a;:i' ~ ( ) ~ I ® 0 0 (Ji ! ci' --1 I u . } I 7 ' I I ' ~~ ~~~~-0 ® I ~ 0 '.JUT = 0 3'-10' .EO I 0 0 I _J ! 12 9'-6" -- ' 0 ' i ' I ' ® I I ®I I ' I I I I 0 _J u ( ' ) ® I I I I I , r @ I I i 0 ® I [® l L 1 0 {/) 0 --' u ® 0 0 l i,, I i 1111@1 J l ! I f 'l 9'-6" 7' 6" 0 I I l 0 ' 0 ' !. 0 0i 0 _J' c_j I ! u 0 1 9'-8" I ! I 31 1 .+ ® ® ~ (JJ ! ci' _j: • I u I I __J I \ 22 ', I I I 22 I ! ® i @) :,::' ci' u..: I =1---1---1-' ---,'f--.f--++'-i---+--+---t--,r--t---t---t 0 / I !9'-8" 7' -6"-:J>--4-.:..+-®~~-I----+-, -+~(=s,-+-1 --+---+---i--c®"s :-1---,-, L i I I IL--- I ' 6" [XI i 0 0 0 ® ® 0 0 0 0 0 0 ' ,- 0 I ' I I II , ii 1 1 l i I I ' ' I ---.J I I I l SECOND FLOOR REFLECTED CE~L~NG PLAN SECTOR B SCALE• 1/8"" 1'-0" 3: 0 LL ___ ,_ --- 1 ------- 1 -6" ' -:-'-' Ill I '-, ' , 1,, ---'1=-=6=· .._I --I ' U1 0 _J u, I -r-- __ l +---=---=--=-=-___/ --1- / / l _c.~.~ ~--v F.O.W@ F O W_y;,;\ --~ D KEY PLAN Date: 5-15-91 Job No.: 90013 5-15-97 6-20-'37 7-fHTT 7-15--97 10-20-97 C7 0 - 181 I& 121 ® 0 I I : 2 I 8'-0" OPEN PLAN CHECK SUBMITTAL PLAN CHECK AESUBMITTAL BULDINCl PERMIT FOR BOS FOkAESO RECESSED WALL FiXTURE PER ELEC , V\IALL SCOt,,CE PER ELEC. DOWNLl{;µT PER ELEC. PENDA.¼T FIXTL..J<E PER ELEC . TRACK LIGHT SYSTEM PER ELEC. 2 x 4 FLUORESCENT FIX•URE PE;;! ELEC, RJJORESCENT FIXTURE PER ELEC. clNEAR PLUORESCBlT FIXTURE PER ELEC , AND 2 x 4 ACOUSTCAL CE-ILir--..G PAN::LS PA"JELS VV./ llr--EAR DIFPJSERS FER MECHANiCAL DIFFUSER PER .MECHANICAL SUPPLY FER ME_CH. CEI..ING FAN , SEE MECH. RETURN PER MECH . SPEAKER PER ELEC . EXIT LT. PER ELEC. ROOM NUMBER CEIL.ING HEtG--H ACCESS DOOR (VERIFY SWING O!<ECTION) SUSPENDED ACOUSTICAL CEI..NG TILE SYSTEM WOOD CEILING SYSTEMS SUSPENDED GWB CEIUe-.'G CEVf'NT PLASTER !STUCCO) SOFFIT CEILING OPEN TO STRUCTURE ABOVE '° A:NT PER ARCH . I . ALL sus.:::iENDED CEIUt-..GS MJST Ca-.FORM Wffl--i 'TiTLE 24 TAB...E 2 5-A AND I 6C 2 . PROVIDE SPRINKLER SYST=M SHOP DRAWINGS COMPLYING WiaH IND,CATEO DESIGN INTENT FOR ARCHITECTuRAL APPROVAL 3 , PAINT ALL EXPOSED SPRINKLER PPES 4 . PA!NT ALL EXPOSED STRUCTURAL STEE. FITT!NGS AND ALL EXPOSED METAL DECK --• Carlsood City Library Cardwell/McGraw Arcr,Itec.:ts SECOND FLOOR REFLECTED CEILOO A~ tJI ' PLAN SECTOR-B ~~ , 1221 Second Avenue Seattte WA 98101 206 622-2311 701 B Slreel +200 San Diego CA S2101 6lS 231-ll751 I ' y ' J • I -0' "" • CD:,: C, () w <( N \Dw C, "' "",.._ b • FIN. FLR 1 90.0' ST AIR SECTION 0 DOWN • I i ST A!R 1 -SECOND FLOOR PLAN 4·-,0 718' B'-3' 4'-0" ! 9 TREADS • I 1 • EAO--i STA!R i -FIRST FLOOR PLAN VERTICAL C!RCULA T~ON SCALE: /4",,, I' -0' • er, :I . "' () o,~<J: '" -j(iu..i ,.._ . "' ;--. • CD[j "' C, <( ' llJw "' 5'. ,.._ "' b i " iii, I ' ' ' CL ,0 >- ' ~ ;,, !Y J () ·' ' N --- "' -' ~ b ' I ~ . b ., • ~ ' ! ' • ! ST AIR SECTION l L ' ! ! '. .. - 4· -o· 1 ' -I i ;, '.., ,, 1 4 , N -v t, ,, ' ! ' I ~ii : ... I • -I 1,: • 1 A' .,....,, ,. -u 10·-1· i I -READS • I I • EA~ +--t-- ' I 1 I i I I t i ' , ' I ; 1 l ~ ... J __ ,_ .,.._ .l ..J _1_ l I. -0" I 2 TR"._.ADS • I I • EACH .. _L _,,,'----,,- ' '· J \ ' . i ! ,. I \! _I LP <> II' i "\ ' ~, II ... ' I Ji i DOV,N • 4'-5' i "' ~ >; 44· \<IN. >r ' ' ' i ' '~ 6 . ( 1 ·-0· T -4. L• \ ,. I I A5 b N 4 '100F ACCESS aCATCJ-j PER~ ~8 SIM. 0 "" i! " I! q ... ' I' '' B ~ 1 ' IA§ ' I I \' I : i L - I "' ,, ~ '~; . -.. STAIR 2 -SECO~~D FLOOR PLAN / ' . ( 5\ I 4 ' I ' ... ,. 4'-0" ,. I 2'-I 0" '-':;, 4 ,J'-I I ~, 1 • 0." ' i4 :READS-o-I EACH • I ij I -v~ I • 1 i I ' ' I I l ' I : ' A. i I UP ' ' I ' I ~ B "\. ' I ' I I ' I AS I, II! ' ' ' \ • i 6 I I ~ " ; l it, I ! ! ' ' 7 STAIR 2 FIRST FLOOR PLAN N b l ' ! I - I ' - ' i I ' ~ ---·--·- ~ ~ A5 ST AIR SECTK>N 10 1-4• o· , ' -' -- • • I TRE('DS I I EACH i -0" ' • I. -. 0 I I ~ ' - 'I 1 • ' ' : i ' I --- ! DOWN . I ! -=-= ·r•a 1j1 ' ' ~-,_.c:c,,·.-:---.~-.':"---· --··,...:..;..c..,, 1! ' ' ! I ' ' ' ' I i: ' l ' ' j ' . - -ce.::::..~ ,._.,ca __ . . --~ . \ STAIR 5 -SECOND FLOOR PLAN -: 9.5 (5 \, . ' A64 I ,-----1---,--~·::~-'°"~+·J _·_--'"j ~! ~-~--- r ! ,,_,,.1,I 1 1 , I ' ! ! UP l ; ! I j ' -I I .. ' ' 5'·6" ' ! ' I I Ill ! 9'-1' I J 3'-! O" s I O iREAJS o-1 1 ' EACI--I ' STAIR 5 -FIRST FLOOR PLAN - . ! I J - I - I • N N A • ~ b ' ., '° -~ c ~ b "'! A b ' "' ')' ~ b ' " • ,. ~3 Cl.I<( 0w "' ~ ~" N ~ -"' \ ' ' -"' ~ b . ' >---<( b ~ N " ' ' ' I. ' • ST AIR SECTION --------=u --------9: _,F= b N ST AIR SECTION RAMP SECTION I " ,. . ' ' lU ~ t-j "' i ' I DN I ; ! i I I N ! . ' I ~ ' A I ' I ! 11 STAIR 6 -FLOOR PLAN DN \....5 0 Hi'--1--..... -'--JH ;, " l Li 'Y-0" E A55 STAIR 8 -FLOOR PLAN Date: 5 -1 s -9 7 Job No~ 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PlAN CHECK RESUBMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID KEYNOTE LEGEND i • CHAN L'NK FENCE 2. 3. 4. 5 6. 7. 8. 9. I 2 GA . -~T AL PAJ'\J TREAD W/C:Ql\lC . Fill SE DETAJLS , E 21A64. I -J 12' DIA HANJRA!L PER Sf""CS. PAINTED STEEL PIPE COlUN'N □ AINT "READ NCS!',GS ,ELOW :o J-.DiCATE CAUTiON 1 -i /2" Q:A. ~A\VRAIL PER SPECS. REN= . CONCRETE "ER STRUCTURAL I 4 GA. t-.ETA.. PA!'i ~READ WICO'C. FILL I 4 GA. t,..EAL PA¼ ~READ \-'li'/GRANl';E PAVER$ GENERAL NOTES TQ'f:A.DS S1-iAil HA VE Sl-./OOT~i , RGU~D EXPOSED EDGES AND EE SLIP RESST ANT , 2 . l\iOS:NG 31--¼:...L \OT R<10.JEC-VORf TI--IAN : -I /2' ·:)AST FACE Cr TI---IE .:::1SER BEL:JW. 3 . THE LPFER APPROACH AND LOWER ~.__AD OF EACH P:..JG+--lT OF S""." A~S S'-kL EE t-.1ARKED vvrn-i A CONTRASTlr--;G COLORS) STR!P 2' IN Wl)Tl-j LOCATED "ROM TA.c NOSE . 4 HA'0RAlS SI-W.L BE i -112" DiA. E ! -I /2" CLEAR CF ~"VALL . 5 , 2" MIN. STRIPE OF CC'NTRAS•!NG co:_CQ I~ Fi<O•A r-.JOSL"iG AT TOP £ BOTTOM ~EADS . (i"-i: t:R!OR} --~ Carisbad Cfty Library Cardwell/McGraw Architects Architecture Planning !nteriors VERTICAL CIRCULA 110N A55j 1221 Second Avenue Seattle WA 98101 206 622-2Slt" 701 B Street 11200 San Diego CA92101 6i9 231-0lSf (C)i;I ·· ~f-•----PR-. 0-V-CE_R_EV-ATOR SHAFT~ y RE,JEF VENT ~ ~ ROOF i I i ' ; ! : ' I I I : I '' : I i ' ~ 2ND H..OOR - . , Iv , I ✓ , 1],,, , i, , I, , I, , I, I , I. I. I. I, I. I, ' I. I. 6-EVATOR FL I, t. 0 fQOVIDED BY 1 l--t, b z 1 v l, 'I<-· z w Iv ,, IL{Y " {l_ 0 OCR ANaE ex4~x38~ w-1.FACTLl<ER ' ll,;, "' 01-: METAL PIT LAD Df3' 2 -i 12" , I /2" BAR DDNT. , STOCK RA!..S, I" DIA . SQ_ID BAR STOCK QlJNGS AT < '· 0" a. 0 I( L "' Q<! IC i, """~ 1ST R..OOR ' 0 . C , , 'NBD TO RAILS , RADIUS TCP OF RAlS , . . . --. . . . · . □ ,----, ERACKET, □ L-...J b •-PROVIDE UGI-IT FIXTlPE ' s·r~TCI-I !Tl.ET E J'JPLEX OJ BO~T ,D • 2-1 ;r -:c: 11r WELD :0 RAI. , WALL W/ I Ir 3" EX"A'l. BOL DIA, X • • ;, T . . • . ,_ . ' .. ·' ' . ,. •• . ' . " 'i . 2 I /2 x , . 2 BRACKEL '~\ELD TO RALS , SECJ.<£ TO FLOOR 'NI 112" DiA. , 3-EXPA'l _ ElOL T " 3 6", 36'" BL IN :J;T FLOOR OCKCUT 1\/d<FJ' ~CCA TION 1.1\1/ELEVA TO< MANJF'R.) ELEVATOR i -SECTION 0 I. 7'-83/16' i .6'-3' ,. 1 T . CA~ OVERALL -I I {J . -· -' fer " f i" {4' / ' !"'-; ii ! i / ;; ;5. " ;w -/ u . ,)-- : :_) :3 ---' '"' ' ;, --' '<!<( -I <! g "' SILL ; E 11 ::t ''"" -,u_c, ' 111) " w -• ' D ~ b :., ---C'; ir,ey > ' !j? .' i j::: /4'. -1-----' 0 - ~ ::J ,..-AI\DQA!L :1 ,__ "' ~ wUl TYP, EA( w 1,~i °' SJ: () CAR <! "' <(iL / N u "' LLO GL~DE ' d ~ RA;LS ,, ..... ' "' ;,, ----------i ----. -illc -'I (-::· .... ----------. :---r I -----"' ' • 6'-T ,. - FlN. 'fli'Ai..l.. TO -1 -~ ' -. FIN . SIU_ L i "' 6' .. . • 1 CLEAR elOISTWAY 1 ELE'i/ATOR 1 -SECOND FLOOR PLAN 0 7'-8 3.1 I 6. ~Pl~ ~ LADDER ---H--INSiDF GcEAR 1 A5c '-l,./-'1,------='-' ___ ..___ __ ...._ ---------•---!---------------~--___ ___,._ f-+-",J 5 f-+--,L- ~ \ 6' -! ! • C:£AR HOISTWAY ii -~ ~ d "' ~ 2 IiIII L__J--GBERAL COHTR.4CTOR TQ DESIGN < INSTALL ~ .BE S"EL S.PPCQTS .45 CI'OLn= BY 3£VATOR Ml>N,.FACllilER FOO' Li;VATOR a.laY.: :?ti.fLS . ELEV.t~.TOR 1 -F!RST FLOOR PL.~N VERT~CAL C!RCULA T~ON SCA\ _ _E, I _;4· .. r·-o· L A56 -~) 0 ~ ' ~ - '-D I• ' y"',-. ( I ' 1A~6 ,-- ' ' I i ' ~ ' ' b z ~ ~ ~( I \ i , I , ' , A~6\ ' ' ' -j sv. \ I :": ~-. . . . 1 -~ b ·. ;, . ' . . I I - ' . i . . I, .. . . . 1 : I • . ' i PROl/[IE ELEVATOR QEUEF \.'El',ff ' ' ' SHA ' 0 ' ~ ~ ROCF GUARD RA1L 2ND FLOOR ELEVATOR CAB 1 ST Fi.OCR SEE ELEVATOR 1 FOR NOTES ELEVATOR 2 -SECTION <D 2'-9 8'-A" CLEAR ~os~NA y T-o· CAB OVERALIL CD 12371 ELEVATOR 2 -SECOND FLOOR PLAN I 8'-4' CLEAR HOST>~A Y 6'-s· INSIDE CLEAR ~ E2! \ 0 6"-3 7116" "' « ':l "' u ' Dill ;, UJ Q ~ \ "--sa.ERAL CO\fR.A.CTOR TO )3GN t fNST ALL , .BE STEEL SUFPOR'S AS R::-{UREl BY 8-~YATCR ,\/At-l.FAC-;-~ ~ ELEVAICQ GJDE RALS. ELEVATOR 2 -FIRST FLOOR PLAN L ' I 12 \ ' ' ' A§4 ®---i 7 I ·::E--+ J .. ' A j :- ' N --- j ~\{) RAL TO i i I IM,I 12" ,KRIZ. "' IBONJ TOP <( ' ' t;; TRci\D TYP. I ::; I ... o'\. IA~6 -N -- - ' "' .,.,.. - ' "" © 0 ;.. 0 l.a..l G w . 0 w 8 -·· --- • b I ~ ~ ! . b - ' "' b ' "' \ I ; ~641 j j "' 8'-3" 3'-8' ~ ~ l9lT. AT I I • 6' -o· i GUi\RIJRAl ST Al-OARD TTP . "'I :., --' ,., f :r f __ L __ -------.,. - q:::_::=-~> ,._ +--<! r, 0 • ,._ ~ {Y 0 STAIR 3 PLAN {STAF! 4 LrrOSI IE tWOl EO . EQ, EO. ' EO, r r TTP. m>. 1! EQ. -~. ✓,-tt.~t----t,-t, ----N ~"------ -----.. ----------,. :· 4 A64 . --:., ST AIR 3 ELEVA T!ON ISTAFI 4 a'FOSIIE HA1'0I 8..EVATOR CAB ! B£V. DOOR c TRACK Fl\!, FcOOR "ER <QOM FINSf-1 ~Dl I --_. . ~CONC. . •,j < :,. SLAB OVER METAL DECKN;~ -i'..;__1/ --/, / "\ !'- ' \'i ~\ \, .. . \ I l I I I l J . I I 1/ I I I I .. ' \ N ' r.c ___,._ ' r-..____ 4·, ,. 318~ Ai-0.E SLFPORT I/ .. -. . ' . .. . . -' STEE. s;LL 20 GA PLA'E FRESAFN; '8ELO-CRACK T 0 80TTOM ) cRA',1.\'JG i.¼FT WALIL CF DECK OF SEAM. AD TO CONTINUE s TO UNDE"SDE AS 0.;:QUR@, i I LOCATION c Si STES ?ER 7E OF -'CTLRAL STRt I HR. ShAFT ';,-VALL PER PLANS FLEV . SHAFT AT DOOR OPNG . 3" • I '-Q" A56 .. ! ; 8"-3" {9JT' AT - EQ. - ( 16 \ ' IA<J4 . [E j -· .. , ~ " ---- l I (7\ ( 2\ 0 1 ' 1 A§-4 ' IA64 ,._ - ~ .,, -;:;_ 1.i'-O' ' I I ' 3'-8' 2' -9" 1 '-&·L I I" • {3) " 1 ' ' . t !AT ' I • 5·-,· • , .. 1 ----------- EO. ' EQ. EQ. ; EO. ' EO. J 2~' . rv.,, 1 &. ---!i1 --------,--·--------~ ,-~-----. __ -,----" -~-------------------::-" ------------~----~~~ -·::-~---. .._~--..,_ <·--~~-:}::~i----·· -------6 A64 ~LOOQ LAND~ 'V~SER'3 ON SDES CF • BOT--1 ' r ELEVA TOR DOOR. / l'/Ai-1_ LA'ITERN ' ' I I IA,1,,)8 -' '\, ~ ~ CALL BUTTON ~ I ~ ' a' _() ' N :0 "' ~ "' i,. A N I-~ . I ITT I I I 0 0 -"-~ e tt <! ~ w 0 C. i)j ~ ~ ~ ,, I "' ' ::, ;:;: I :,, ' ! .. " i ,n -' L-A!JTOMA TC JOO< RE0~ DEV!CE ACTVATED IF OBJECT PASSES Tf.ROLGH A~ LN= A OR cN= B. ACCESSIBILITY ralE!GHTS Date: s-15-97 Job No.: 96013 5--15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-8-97 BU1LD1NG PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID ---5/8" .'.-~N. NIJJl.-ffRS / ~ s-r AR ti..T 1,,'.AIN EXIT I / ~-. 314" ~IA. av •ON 20 *IO • (PB-I O Ct.05EQ I z· _, coo ,,§iO I ~ I C~~OL PANEL F'N. FLR. :z '~ ' ~ :i -<! "' <L ' Bl -A"-DRAIL :\: CAR :c BE 5~.,;K;OTI--I ; r~s:DE St,RFACE i -1 ..-'T' CLEAR CF NALLS AT A e-EIG-< c OF 3 r , I • FR0~1 -,-£ FcDOR . • ,,._o A// -P~"'-Ii "-/_-/ -~ I) 1-iu'-'-1---__ . * C * ., ~ Of CAl1~ Carlsbad City Library Cardwell/McGraw Architects Architecture Planning Interiors VERTICAL CiRCULA TION PLANS, SEC110NS &. ELEVA TlONS A5 1221 Second Avenue Seattle WA 98101 206 622-- 701 B Street #200 San Diego CA92101 619 231-q -. -~ --::tf .~ -~ h· .,_.,--~ -.;.f_;.: I " 3'-"' " •• 1 i ' . . ' v " . I // "' ' N I ' !. I /· • • ' .• . • ' 4 X PR 4 I /4 STEEL !'.BE WED A"V PAINTED , TOP. CAP SEE DETA.'L 15/A57 FOR A"':': ACl--l/vENI TO C.M. U. WALL· enNGES PER >-'ARDWARE so-EDLlE T b' '° 11 I I ~ I II 11 "' I II 4--L~J C,. i A-o ½!"-6" "' ,--STRAP HINGE , 3 EA . POST I \ .. ~B .... D TO FRArv'iE I 11 I I II I I II I ~ _l!J SI-H . MTL . DECKING 30" WIDE PANELS PER SPEC'S. PAINT '-FTG. FOR STEEL TUBE SH()WN DASHED , TTP . COl. - b - ' . - . . ,. "' ' "' • b ' I'-5" ~K~--'-~--if-Y SGN MESSAG8 1 1 L..,NAUll-!ORlZEn VEHIC_E$ PAQKED 1N ::lESIGNA TED . ' ' kc, ; 11 ·' ~ ~ANDICA?PEO SPAC ES ,',QT DISPLAYING 015T~'--"~Sh-1NG P"AC ARDS OR UCENSE PLATES I55.JED FOR DISAB_ED PERSONS MAY BE TOWED A TOWED VEhiCLES WA"f AT OWN=R'S cXPENSE MAY BE RE8cAiMED AT OR BY TB..EPHO =-------' REFLECTORIZED SIGN CONSTRUCTED OF GA.;__VANIZ!:='.J STEEL WIT~ PORCELAIN FINiSH AND BEADED TEXT -LETTERS TO BE I " l--41GW l>-tLVETICA MEDIUMJ 2" DIA . PAINTED GAL V . PIPE SET IN CONC. FNISI-I GRADE OF PLANTER ELE ~' .,. TYP'.,. VAT!ON X ~ 'I . / 2 STEEL Tlff CAP TOP. PRl1'ED ANJ PAl,.,'TED . ~--i" DIA. CAt-.E BOLT A' BOTTOM OF DOOR -INTEQ10R SIDE 0!'-L Y N ,,, I' 0 --: Lt, ' CO\C . FOOTlr-..G 11 11 11 11 I I 11 PLAN METAL GATE U4 UTiLITY GA TE ELEVATION ~ ! / 2· = I' -o· •. SC~EEN WALL ?ER~ 6 A57. I PER P-..,lARGaJ 7 S!TE R.....Ar-.l A3 kc,. > I ,J c-,-c-,-~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 17 " ' . .,, ' i-. -/ ' . ' \ I '--. " ' -. ,. ,. \_2 ' ,lj/ X 4 X i/4~ STffi. TUBE . PAINTED . - I, I/ v ~ ~ ~ I; / I/ • V .. " r; " - SEE FCQ TO DETAL I 8/A5 7 A TT ACI-IVENT C.M.U. WALL 4 X TYP. TU3E SEE FOR 4 X 114" STEEL , PA:NTED DETAIL I 9/A5 7 A TTACH!v'ENT TO SG<EENWALL 2 X nP. TUBE 4 X 114" SFFl , PAINTED / , TIP. 'NSeDE METAL FENCE ELEVATION I 7 UTILITY G .. ;f 2-C/4" -JIA. --OLES FOR OOLT ~STALLA TON. PATCH W/ ~ONDO C</ STEEL AFCER ~ST ALLA TION. ~ \ .... ~'F"'"ll _____,,,~J /~~ 1· FLA',; VIEW r-r--r-. i,,--...r--'1 UBcr-rc:1 \lvc: A57 / -f--,------C M. U. WAUL -1-----T. S PER PLA-"-6 FILLED wnµ CONCRE"TE' LE\-£!. TOW / 5/8" DIA. ST. /STL. Tl-RD . RODS (4) TOT AL. 51\IPSON 'SET' ADeES!VE EivBED 5" (ER-5279) 'lJ KNCWN ECLAL SLAB ON GRADE I /4" OOTTOM PLATE FOOTING TUBE SHALc 5E RESTNG ON TOF OF FOOTH'--IG. ATTACHMENT TO C.M.U. 112·• ! -o· J ~ f" ' IA. CUT 2-I/.C J / --01 FS FOR 30L T / INST AL:..A TfON. 1 'rVi B0\CC OR PATQ.---1 STEEL I AFTB< ,\IST ALLA TION. I \,,,_l_ G.F.R.C. V , • V G.!='.R.C. PA."R PER PLAN T . S . PBR PLA."'5 FILLED WITH CONORETE , LEVEL TOP 518" DrA. ST .. /STL, BOl TS f41 TOTAL. INSTALL '.JURING ?A."EL ERECTlCr-1. r HARDS,CAPE OR PAVH.ENT P=-R P.__ANS 1 '-.0TE, / T;.BE SI--IALL BE RcSTl!'-G / ON 70P OF BASE PLATE. 3'•1'-0" -. ---~ TRASH I' -0" ---:= -- . ' ' ·' ~ , "' • I ! Ni f . • ! ~ ' OUTS:DE . A57 NCTE AcL EX'ERIOR METAL TO SE -GALVANtZED A"-0 PA!NTEO I f----t/1-t-------L 2"x-2"x i / 4' 4 5' BRACING- ' I WELDED TO FRAME i" DIA . CANE BOLT AT 90TTOM OF EACH DCOR . MET AL FLAT BAR BACKING AS NECc'SSARY ...,_ _____ S!--ff ; MTL , DECK!NG --30" WIDE PANELS , PANT TO MATCH BLOCK r-1-----SHT . MTL . SCREV'i FASTENERS AROLl'-ID PERIMETER '----------L 3":,::3"-:,;: 1.14' WELDED FRAlv\E GATE SECTION ' J i CONC . BLOCK WALL I 3"x,3~x-3/·! 6" SO-. STL .. Tl_UBE CO_.FL.L'ED Wi:'~ CQl'\IC . -Tl-ESE -r-USES NUST a:- SET IN CONC. FERF=CTL ~ PLL.1,f3 OR GA TES WILL NCT OPEN A"D CLOSE I CORRECTI..Y , ~--STRAP 1---,jjl'-JGE 'i/i~_:JED / t l I ' r-----L 3"x3"x 114· FRAME, T(P. ---L 2"xr:-: l /4" 45· BRACING, EACH DOOR • L I 1-1/2" iB GA. $HT . MTL . DECKING, 30" VV!DE c:iANELS . ATTAO-l CEC<ING TO FRAME '/-,'/ MAChiN:: SCREWS ENCLCSURE GATE PLAN ,. 5'-0" AT U6 . ,. 6'··0" AT 05 . ~ 3' -4" " 1 1 - t: -I- v" ..... ~ -~ i - I/ I\ / \ 1..\ ' ..._, I. 7 . ' / 4 X TUEE CAP SEE "OR A57 • T X 114 $TIE_ ~IM'D t ~ANTED. OP. D A E1 Ar, I BIA5 7 ~ ACl---iViB\JT TO . WALLS C.Vl.U (IJ6 - G.F.R I 9/A5 l FOR .C. WALU PAMC CEVICE SPECS. PER c'.NGES PER hARDWARE DLlE SCH, . , " . ~ ! /4" BOTTOM FCOH-:; i ELE VATION ~ I 2 \TYP. X 4 STEEL TI.BE PRllvED AID PANTED, ;-ENCE TUBE ATTACHMENT TO I1·~·-,·-o· . L . G.F.R.C. PLAN METAL 112"• I '-0' (' p ' 11 11 PAc-lC HA.RDWAP.= PER S~, Ai 7 GATE US CU6 SIM.) . ~ v· I O• I ~ DIA. ACCESSIBLE PARKING SIGN 3/4"• I '-0" b. !--------R!=FLECTORIZED S•GN CONSTR'uCTED OF GA~ VAN!ZES STEEL \tl/Tl--4 P{)RCEL,,::!.JN FiN!Sh AND BEADED T::XT -t " HIG.--i. 1----ELV=:-,CA lv'IEDIUv! \ _ _ETTERS TO READ "'✓-AN ACCESSIBLE" AT VAN SPACE ON.. I (f) 1- z "' b N t---------2" DIA. PANTE:J GAL I/. PIPE SET N CCNC. ~-FINISH GRADE OF PLANTER A~r CJ,!-------CONC. FIOOT!NG C:,,--,;;~ v ACCESSIBLE PARKING STALL SIGN 3/4"• I '-0" 3'-0' _.r----BLUE TRAFFIC PAINT 2 COATS T"fP. b 9 A57 SYMBOL OF ACCESSIBILITY AT PARKING PAVING 10 I -1/2' • !'-0' I /2" DEEP SAW CUT OVER P!PE SLEEVE ~-----'----CONC . WALK ~---WIRE ME9-I EXTEND 2'-0" ON EAC~ SIDE OF SLEEVES A57 ,;--PROVDE MN. 2 I /2" CONCRETE / COVER OVER PIPE SLEEVE ------,',-----L--,,-+-.,.L,------ 6" 4' SLEEVE l-!/2'•1'-0" on 12.AO; • I IN 112' P:ff DIA. ·:.MIN. l '-----------PVC SLEEVE 2x PcFE DIANETER PER LA.'-iDSCAPE DRAWINGS CONC. SLAB A57 ~-~------BOND BREAK,'R ShEET ~-----i l -: /4"):'. I I -I l4"x 2~ ~0<: GRANITE PAVNG W/ 3/4" G<OUT JO~TS OVB? 3 -I / 2" MCRT AQ BED r----------Fl!'-..~SJ--4 p,__AN-EQ S,:;A.:.)i:: W~ERE OCCURS ----6" T~ICK CONC. SLAB AT TRAFFIC AREAS I WI 6x6 , 'r'V7xV',' 7 VVE..DED •NfRE FABRtC AT SLAB CEN-:-ERLl!"\JE O'v'ER CONIPAC:"ED "'LL. CCJ~FRO_ JOINT LOCA T'ONS ARE SHOWN ON SHEETS A2 -A4. ~-------90ND aREAKER ShEET l l -l/4~x t !-:14">: 1 -l/4"' T~ICK GRANITE PAVERS W/ 3-14~ GROUT ....CNTS 0\i-ER 2 -I / 2 ~ MORT AR BED 3/ 4' WiDE EXPANSION JO:NT j FILcED WITH EXPANSION SEALANT. I SEt= SHEET A4 FOR LOCATIO"lS. ; • -1 f-.· Tf~TI l f- -! I _·P"""---=-==========..,.. =I 11~ --"0'-----<,_ __ ..\-<ii 1--- . . 0 ll-. ,· L-..,._;;:O~ ,i-11 11- 1 _,-1" ii= I= ~lil=ll:=11 1- . . "" co~c~~E SLAB AT PEDES;"RIAN AREAS WI 6 X6 , ··/V5'/f..W5 VVELD8.J V~'IRE FABRIC AT SLAB CEN7ERUl'E OVER COt,..'1PACT=::J FH . .l.... CON-,-ROL JOlNTS TO ALIGN ',ti! G<A~-ITE CONTRO~ JONTS $~OWN ON ShEETS A 2 -A4 . TYPICAL GRANITE FLA TWORK 1-1/2"•1'-0" ~-----~ Ftl!.. VOD WITH /8" R TYP. I I . L1 L] WEAKENED SELF LEI/ELl!\.G SEALANT W/ 8ACKEQ ROD ~---2' DEE" BAR CAST 'NEAKENED P_AN'= JOINT (NO SA\AJ' CUTTING} SPACING AT 5' -0" 0 . C. ~---CONCRETE PLANE JOINT ,--3/ 4' EXPA~S!O\i JOlNT wrru I EXPANSON SEALANT FLUSH CONCRETE BANDING 1 -J / 2" = I I -I /4"1:'. t I -! /4~x 2" T~l!CK GRANITE PA\/rNG W/ 3-/4" GROUT JOIN":S 0 1/E;:;? 3 -I/ 2"' MORTAR BED----------- ~--6" T!-ilCK CONG. SLAB WI 6x6 , W7xW7 VVELDEJ-'/v!RE FABRJC AT SLAB CB'•rERUl'E OVER CO"IPACTED FL . CONTROL jQNT LOCATIONS ARE SHOWN ON S-EETS A2 -A4 ~---BCJ'-J 3RFAKER SHEET ~--3/4" EXPANSION JONT wm---i EXPANSIOt-.l SE.ALANT _,_k ___ 1 ·_-~o_· __ .,,_:, ,-112" CHAMFERED 1 ~vi EDGE TYPiCAi_ /> SEALANT AT EXPOSED FACE SELF LEVELING AT SLABS 0 01:;:::=·=11=' ·====+==~ L] I /8' ;;,· / TYP . EXPANSION JOINT EXPANSION JOINTS 6" • l'-0" 1 12" C~lv'FB2ED PREMOLDEO F!LER -FULL ·JE?TH HOLD DO,NN 112" FROM TOP OF CONC . SPACING AT 30'-0" O.C. CONCRETE EDGE' T'rP. ~',-----"I<--, ----\N-"1.- CCN-;kEIE MOW----+-- QRB lil 3 •4 HORIZONTAL----'---+-~-----,,- l 1 ·-0· b ' i-. l 0 0 0-~ "' FLUSH CONCRETE BANDING I -I /2" ,, O" I - ' X -/4 X ' I I I '4" I I I -2" THCK GRANTE PA\-'!NG W/ 3/4" GROUT JONTS 0\/ER 3-I /2" \>'.ORT AR BED BOND EREAKER SHEET ' I -l / 4 ~X I I -I I 4 ~x ! -' _.r~·· T:..J2CK GRANfTE DAVING W/ 3/4" GRO. ... ff .jQ!NTS OVER 2 - ' /2" v10R"AR BED 3/4" EXPA'ISIO" .JOINT WTH EXPANS'ON SEALANT CONC. CURB SEE ~ CiV!L DRA~'~'iNGS ! 12" CCCAMF,'RED I l ~TYP. i M :,, ! . 0 .. . . .. Fl ;~ 0 . . /> . ,· . 0 r ' - C <l 0 J> 0 l'i=i I 0 . ,,-111- <l . , , ,!.. ; lnlli• , ' ' •,;-I ' :---1 ' I a~,"j-o f-11 ·_ ! -i I ;_j, ! . ; ; I -:: 1 :-:-i, 1-., -! , -.-_l t :_. -_! 1 ,-_, ,-' , ,=1 i 1=1 · ,-, , ,-_!I:=,, -. 'i: • i :-, -! I!";'-... .. 11•=-,. co,/:. Su\B •/\I/ 6:..:6 '/1,· 5 :,::'~-\' 5 _!i'-ji,-l, ~ WELDED '•/111:?E FABRIC A' $!_AB -11:-·11- -: i ;-, '' Ct:;•,f7ER'.:...i~E OVER COMPACTED FcLL. CONTROL JONTS ·o AUGN W/ GRA.~!T':: C8"-ITQQ;__ JO!f'.JTS S~O'v\~ a,; ;3!-CETS A2 ·-AL. CONCRETE MOW CURB -i/2" = l'-0" ~<_ ~S:. \ \,~~ '-...= Rc'MOYE EX!Sl 'NG PLANTER AND PA TO-I CO-.:CRETE TO MA iCl--4 EXISTI/\..1G DEMOLITION CURB AT DROP·OFF I -1/2" • i'-0" REMOVE EXISTNG CU<8 RAMF AND -SO\C-.:-CTE PAViNG REVOYE EXISTl'-JG ISLAND TYPICAL OF 3 -----~ {CURB ""."Q RHMtJJ \ I_ REMOVE EX'STING ST AlvPFD CONCRETE , TYP. r N=W CLR8 RAW PER CIVL DRAWINGS / I 1 -; /4">: 7 ; -I /4~x :<----t I 7 -6' t / GRA,-....TE 0 AVERS '/Iii 2" T'-i!CK 3_,4 .. GROUT (SEE SHEET r'-O'i, I ,___'___, I _{)NTS. SE 5/A57 ] A5 7 A I FOR EXTENT>. TYP . NEW R.USH PLANTER -~ 1 ------(=~: .f.c ·~ --------·-----,== ---------= --· ~---f -·=· = LANE b :c. : ! N' ·--. =----__ -; ___ ¾=-+-\----·~-~ ~~----=z=.~~±J=;'=== ... •-=•~-:---=--·~·=· =E \ ;• ~I 91 " 0 ~H 1 ' EQUAL 2 I . • O' fC/UAc 0 2 A57 . 0 i 3 A57 NEW L -R.USl-i P! TER I ,II -¥----'-'-'---,/f-----'-----"----JL_-=-:C....::~i'--N CONG. BAND +--..J NOTE• NEV';' CL.RS RAMP / T'fP' TYP. (lj. C N.) rrp. A.LL GRA•~ITE ~AVlr--.JG PER C '/IL DRAWiNGS ~ TO ; A•/E 2 t =ss 24' -o· ;.;A TO-i EXISTING LENGTI-' (APPROX . 40' -CJ") SLCPE -VAXltvtUM- PARKING LOT ISLAND RECONSTRUCTION Date: 5-!5-97 Job No.: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-8--97 BUILDING PERMIT 7-'15-97 FOR BIDS 10-20-97 FOR REBID Carlsbad City Library Cardwell/McGraw Architects Architecture Planning Interiors SITE DETAILS A57 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA92101 619 231-0751 5/8~ GA PLATE wm--1 (4J 5/8" DlA. ST. /S"n... BOLTS--------< PANa B * PAr-a A r 4" ! 4· r i I l t-OTb F'.A TE SHALL BE EMBEDEO INTO G ._F_ .R. C. SCREEN PM-cLS. " -' - G.F.R.C PANEL CONNECTION 3" = I '-0" 04'..?00A0-4 18" LON8 b N , Pl AN c!rr-----CONQ;ETE BASE W.1 (4l G.F.R.C. SCREEN 'NALL PAhEL b ' .!.l_ ,, :+6 VERT. E t14 :-1ES AT ; 2' 0 C. HORIZ. DO NOT CHAMFER EDGES A57,I ~ 0 . ~ f J.- lf '\DC• SEE $:RlJCTLf.2.Ai. CALCS. PAGE E26 .-1-!/2~ I ~ Lr,l,,_r _ c1 .,-,il\K r ;'\lv!'i 01-K b ·o· . GROJ' i--;---3ASE Pl.ATE N D D ?ER VAr--.tF .. .El.Ab! 8-EVATION FLAGPOLE BASE i/2" = l'-0" 030!0AIZ CQ7.I BOTTOM v=LLS FLUS. WITH GRADE Fi.~. WITH PLA;-..;Tlr--G 1JATER!AL, $....~ LA\S'SCAPE t,F';_;__ '/'.J!Tµ :\Olv11NAL I 2" SQUARE GLASS BLOCK AS "£::CATED 0-... S1--EET A4 DRAV'Jh\!G-S --------, GLASS FISER i<E~QCED 0. o/: ' \ CONCRE:E SCREEN WALL 7 l'-0 l/4'TYP. 15'-8 1/2" I 1-----------------------.ct1: : : : : : : : : : : : : : : : : : ; : I 0. -i TOP~V'EW SCREEN WALL @ CHILDREN'S COURTYARD I /4" = i'-0" (L oi= 6'T':""P. \ I '-0 1 /4"TYP, Q,~ L "Tl'P. GLASS F!B::R RE"l\FORCED CQl-,.bCZ£TE SCRE:3\ WALL 7 I 15'-8 i/2" / I I r-OP.::N TYP . -_.___1_0 □□□ □□□□□ □□□□□□□□□□ □□□□□□□□□□ □□□□□□□□□□ □□□□□□□□□□ N r-1 -1-----1-~XTLRE A.'\ID crn .. OR "ER SF£C . DO t-OT "' C.~lvFER EDGES CF Clf'EM'lGS ~OLNDA_TION PER i 4/52 4 ~::::'....'.::::::..:=~...::::::::__:::::'....'.::::::..:=~~l+-l -: ;_ ---------------_____ iL_ ::i..EVATION SCREEN WALL AT SOUTl--l ELEVATION 1 / 4 • C ! · -o· 03400A03 B0"0M CELLS FLLJS.i WITH Gl::'A0E FILL Wi--;-H P-J;t,r·-1r-..1G ~-•A TER!AL , $::E LANDSCAPE 0RA',"\'iNGS ------, 7 A57,I -·-----------------------I -'!< ?11 ' : : : : : ' : ' : : ' ! : : ' : ' : : I i ' ' ' I ' T(x ·.JIE'v\l - SCREEN WALL AT WEST ELEVATION i/4' , l'-0" OS400A02' b ' C ! ·-3" 2" T'-i!CK GRANTE SEAT ON I" MORTAR BED . c~rr s;:2ANiTE IN'TO EGJAL ARC .SE8VENTS A?PROX . 2' -6 ~ _Q\113 . CAST --IN -PL.ACE CONC. WAU_ W/ MECIUM SANDRA$T F-INISJ-.l ---F,I~ <7' I 1· :---+----•5 AT 24" O.C. o j VERTICAL C b -' I ,-11 !_: 1-! i 1' i l=-11 0 I I I '. 1==1 I ·=-1 ' ,_ 0 0 9', I l f I. I ITT -,.-IIT' ·11 1•" Iii "' '==I i '. o -11 , -".-----H-=i='-r' .:......1 -"-----'- 0 I ---',,.____i.:cc..,···. .. I !~ ' -1 ' lo '---+-+-2 -• 4 REBAR b ' 0 I I f-I--IORIZO'\J'TAL _) '-'-: I ] 1- ,, '+---2 · a:, REBAR <7' 3" SEAT WALL. _---PIPE CAP +-------3° DIA. GALV. PIPE 3/ i 6~ PANTED ~--rr-~ TYP . 3/ I 6" '-- -------~ 0 ,1------3" DIA, RINGS 14) N < aJ • "' B!CYCLE 02842AO I I ' I I I ' I ! I ' ! ! ! L I ' f I I ! F ~ 8' RACK PA!NIED , -; 12" r='LEXfB....E SEALANT EXPANSION JON-:- ,,,--GRAl'i!TE "AVERS CONC;RETE i:::oOTil\.G ;-RECcSSED LA..!GHT I P-cR B/E2 4 ,-----$0_1D GRAMTE BOLLARD 1 './If 1 rr c; .... ;.1~J..t=ERED EDGE -"k----"1.-----+- ' -0 I o l'-0' o b b BOLLARD i ,,. r = , . -o· 0:281CM::!1 '-l: I ,. I / I I ' i I 2" F..EXaE SEALANT EXPANSION JOINT ALL ARO-.NJ ~-GRANITE PA.1/lt..G ,Wffi4W/2M I , , • aEVATIQ,I CLR, TTP, EA. 'l-lAY 2'-0" i '-Cl EG. EO. ---,..-----50LIO GRANITE BO~!...ARD -----314" Ja!A, ST. /$TL., THREADED ROG$ :\tTO 7 le"' [}A. EPOXY F!LLED ,...fOLE:5 (P--P. OF 2) I ' I I ~4~•-·-~a~·~~--=-~_~_._t_g_k_~_~--~~cL~~·-2· j ! ---f-----------,j 1_ .. ~ I' ' ' + ,,.. ARLSBAD CITY UBRARY ' I ' r~---- L ____ ---1 ' ' ! , FN. f----------___ L, j j ' r---7 f----------------_) SCALE• 1/4' • J'-0" .1 I It------EXTRIOR $TUCCC L ____ J I-+------' 2~ Ov!L:" SOLD GRCl._;""T~ W/ u4 1 KEBAR AT 16·' O.C. VERT. E I (3l •4 REBAa;> ,-OR•ZONTAL I CO\JTIVOJS STLCCO SCREED , <t GRADE 4 I ____ ..___ ,-----DO'l,E.S ":0 ii.A TC-! V=R:"iCAL REN'CQCiNG iLAP 40 BAR JiA _ J Al....,.. t:::k:"-JA ":E ;:E\,'DS Z'-a· J 1 MONUMENT SIGN • ' I / 2" = I ' -O" Date: 5· 15·97 Job No.: 960, 3 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7-8-97 BUILDING PERMIT 7.15-97 FOR BIDS 10-20-97 FOR REBID GR.~ "\, 0 A!? C.,,, 'P):~:·--•· ,,.J ,~ .:~ Uiv- l * No.C ~ REN. 6--,,f -..._--, OF O,,l \ Carlsbad City Library Cardwell/McGraw Architects Architecture r'ianning Interiors SITE DETAILS 1221 Second Avenue Seattle WA 98101 206 622-23ff 701 B Street #200 San Diego CA92101 619 231-0751 f.---~-----------7/8" EXTERIOR PLASTB/ I ~--------20 GA. G. I. :='LASI-UNG, t PAIKT TO MATCH ROOF COLOR. f" ·. CLAY ROOFING TILE -ATTACH f . T'+ICUG-l BOARD TO VET AL RAKF DETAIL 4" l <J C> DECK 'Vli/:"l,.il-5"'TED WlRE SYSTEM ~---SELF--A'.JHES!V':: S!-EET WA TERPROOF:l\.'G W/ GRA TED SLPFACE · • !2" GYPSUM CORE ROOFING BOARD . I '---1---+f--STEEL JECK PER STRUCTl.JRAL IX PRESSURE TREATED '<AiLER ,,.------GAL VA."-/!ZED. "AINTED fv1ET AL ~RESSLRE QEUEF VENT r RO~FING, PLIES ~ // ,-ME • AL FLANGE . . RIME , 11 ! E SET !N ~ASTiC r BASE PL:, ; flECLiANICALL Y Ill ~ ROOFING PL y I i .:::ASTf:N .D i C> ~' --il\JS.JL . BOARD CONCRETE MOISTURE RELIEF VENT AT ROOF I 7 3" : '-O" C 6" _J I A58 r, 24 GA. G90 TOP CROSS BRAKE FOR SLOPE BIRD SCRttN • POP i<:VET TO BASE E TOP l-~i----24 GA. G90 BASE ~ I / SEALA'\IT ~ FLANGE ELEV A TOR RELIEF VENT 3" • ! ' -O' CAP PRQFU: I /4" CAULK BEAD. PAINT TQ rv!ATCH STUCCO-----, SLOPE_,. c'-/2"/FT _ 22 GA. PAINTED S-EET _V,ET_f-.L PARAPET CAP OVER SLOP::0-WC-OD SHIM ATTACH \~/HOOK STR1P OVER El.ii.ONG PA"ER ----~:!!ts':'5Rc;:• -""flll--------+----'-T-'--'. O"".'----'---PAR=A,"-PE=-'T-.~1', DRP EDGE SEE 9-<EET A t 4 CASING BEAD __ .,-i! EXTER'OR $Tt;CCO I ' 8VB2 ::'XPANDED ·~ .l'ETAL LATH t '·I PAPE;? BACKING -----1J ' I 2' EXTERIOR GYPSUM I $--EA H~ING OVER f. .! EULDING P t.;:::f:R ----flfi---j < J I ;·; ~ I :( """-----!--WRAP ROOFN:, lP OVER '< . ;., z ~!b ' i .' cr]tN ,OP OF PARAPET -+----,_Ap ROCFING PLES PER SPECFICA TKlNS /"'"--+---CANT STRP NOTE', 8ASE Si-EET TO BE LAID DR..,., O'\ n--lE ::::::AN1 STRIP o EX"'.:-ND 3" ABOVE CA~'T t-i ORDER :"C ALLOW ···/EN T;NG ~--------3 -5/8" I 6 GA STUDS PARAPFT FLAS~ING AT METAL STUD WALL AT 16" O.C, I -! / 2" • i • -O" 076:20A 12 \J.f'.-------EXPANSIO\l ANCl-!O<S AT !2" o.c. J'---J-_.c_ _____ CLOcED C6.L FOAM EXPANSION JONT COVER W!ELA~TOI/ER!C EELLOWS ""I---+--~-----CANT STRP / ~;....::J--t-~-----:~---GALVANIZED ;;>OQFING NAILS AT 8"" 0.C. "-·+-~-----WRAP ROoP'NG UP TO EXPAf<S•ON COVER AND INST ALL BA.SE P;....ASI--JING OVER EXP . COVER FLAt-= 2 X 'r,000 a.CCK!NG _.,,, -,.-·· 1--JEIGl--n AS REQt..JRED i--_'.'.-1,_...J.c___:-...::,t-jfFc±:s;v;._c_ ____ 1\/SLJLATING AGGREGATE CONCRETE ROOF S,S-EcM I =1 I =' ' --++---__,c_ _____ STRUCTLPAL Si..P CCN\E'CTION PER ST.UCTLRAL DRAWINGS ~-----CMU WALL 3· SEISMIC COVER AT COLONNAOt:: ROOF I ' . 2. -! ,I 05eOOA.06 ffi ------~ CLAY QOOFI\JG TILE -A TT AC~ j"-0" THi<OUGH BOARD TO STEEL OECK wrq.1 TV./!S""'.""ED WRE s~-S""'.""EM ---+----SELF -ADI--IESVE S-~EET ',VA TERPROOFING WITI-i GRANLLATED S{....1RFACE ,i-----I /2" GYPSUM CORE ROOFING 80 . .+-----STEEi. DECK PER STRUCTLRAL 1----A'-TI -PQNQ;NG ~LASHING ·-\ I CONT,N.JOUS. TYP . CLAY BIRDSTOP -TYP ::,,,_;,_____ lx2 P. T. D, F. (CONT,) !I~--.:-."-,/O~D r--20 GA .. t.AETAL DRIP FLASl-llN{; PA!N~ED. -yo 1• 4 • CLOSLRE Pl.A TE kR STQ"L JV1/GS . \ . .--.---'·-ll-•---7 /8" EXTERIOR PLA5TEQ 'KKKK"Tr.lG!Gf)~~;;t-1---:C,OQF FRAMING 0 EQ STR'C--J'NGS . EAVE DETAIL 112•=-:•_n~ " ' V RIDGE AT TILE .~------R!DGE TILE ,------MORTAR /"'"-~-2x P. T. D. c'. \iAI_ER ,--CLAY RQO=;r,-..;c; Tli....E -A TT AO-! ROOF· T----iROUGh 80ARD TO STEEL OEO< V\i/TWISTED \NIRE SYSTEM SELF -ADK:.SIVE S...JEET ;/'~A TER~OOFING W/ GRAN.JLATED SURFACE r,,__= I /2" G,P. CORE ROOFiNG BD. ~-"c.....acc:.:5[1'.EEIB.. DECK PER ' STRl.CTiRAL I ' . 4 ' ' ~----------------ROORN3 PLES ~---~----------LIGI-ITWBGeIT INSULA,>,G CONG. : I I I " 4• I, •· j I r. I T 1 -~ t I 0 4 j; ! ! ' TOP 3X P. T ._ WOCD }JAIL.ER 20 OZ. COPPER FLASH!%. SET IN MASTIC e FASTEN 3· 0, C . STAGGERED . $EAL ANT • CF! ROOF -SEE Sl-lT. AJ4 ~ ' ~i EX TB-0 BASE Sl--EET DR'f WN VE.1;,:"";ICAL FACE DO CON TN.JOUS CLEAT ----'..- ~ ' • r I 2' i i I GYPSUM Si-EA 11-.<NG ' i i ' I ' ------. V t>< .j _,.,. ' r----... ' .1 0 / I\. 41\ / I I ! + '1 ' ' EDGE FLAS~ING ' 3 ~ = f ' --O" 016-.!0AI I \ ,, / I/ ........ - 1411 · . ~-- ---· ....... ,n ~ ~ . I . ' ' C> C> I I - ' ! ~ ' • I ' I i • . • . ! t ' . • ' i -~ i I ' I I ' • ' • ' ' ' ' ! I I / 1 . . ' I . ' ' : • ' ' C> I, ~ . -' J " V ROOFING DETA!L 3'' " f'-O" 05--800A07 CONTROL JOINT 3·· • l'-0" cc,.m,a_ .IT . .· . \ \ \ ,-yp' MTL. RAMING oc -PPER O_AOC!NG DETAL 6/A6 I . I SEE 3 X 6 P . T . WOOD NAl.ER sn;u:; STRL.C TtRAL FRAMING PER ~:.PAL DQA~'\;~ 1".ASO!"--RY WALL SPRINGLOO< FLASl-l1NG WITl--l STX STuCCO QEG_ET EXPAr,sON ANCi-CRS AT I 2" 0.C. VI/RAP ROOFING LP UNDER FLASHN; CANT STRIP SHAPED 2X WOOD NAILER -l "ME-o. :,_ ~,,. MEMBRANE !-I.e.. PARAPET CAP -!\.iSDE CORr-.ER OF :3U<LDl!\G STUCCO CO/\iRQ... ...:OIW. LOCAT.ON' r---:=icAL' SEE: SPECS . FOR -yf'E . I TYJ:l. SERV!CE STAIR µATC~ QOOF SCUTTLE. 30" X 9 6 • ~ER 30' OVER ST AiR W;DTI--J 2 2 GA. PA'NTED SI-Ee Ill /v!ETAL FLAS--1!i\GI - : inill lO;:::.==:!::::=:======= WRAP 2CXJF"'3: ~I l:""-;t:================i ·_p !..J\CER i • FLAS~l L ----·--.c/"t--OVERFLOW DRAIN r----------------------DRAIN STRANE.Q BASKET ~-----------------CLMPING RNG AT OVERFLOW ORAN I -~ ~--<'c i I I LEAD FLASHNG ~~----------------Cl....AMP~NG Ri~ AT PRIMARY DRAIN -II N -+-t---i--1 --·H I b l 1 I -I L.,--------1--'-_J ' I' -6' -4"--0' 1/ / I/ ! I rt ~-------~-------ROOFING PLIES SET N MASTlC ,------------2·-o· X 4'--0' LEAD FLASl-ilNG II .----------LiG~-iTWEIG!-ff l'JSULA TfKG CONCRETE • / SLOPE TO DRAIN. 2" COVER MIN. I I ----TOP OF ROOF ELEVATi(),'\j ll\l[;!CATED" ON SHEET Al 4 / / /1 I I 'I I I pr-<ESSURE REA TED 4 X 4 -Iv.ET AL DECK PER S:"RUCTLRAL : I I-c'G~~l\'EIG!-ff 'NSL.LA ,NG CONCRETE I ;' I i 0'/E'I 'NSULA 7 '0N SCAR'.) I I / 1 4 I I -------------------1---------- ROOF DRAIN ANO OVERFLOW ASSEMBLY 3" • I -O" R<'DRNC I -:c-MASONRY WA[J_ / /-1'---,L--SP;;>INGLOCK FLAS~ING WITI-1 STX s-ucco REGLET .,.,,-_.- --:---EXPANSION ANCHORS AT ', 1· I 2" O,C. r----='ai~-'---~ 2 2 GA. PAINTED, GALVANIZED 31--EET tvET AL CAP FLAS~~'\G SET N VAs--:-;c Q',/ER EXP . COVER F~ANGE A\iD CAULK AT_TOP E:JGE fl-.-----f-7"--CLOSED CELL FOAM ExPANS10N -~ --'OIN' COVER W/ELAS-ORMERIC aELOWS. WOOD CANT STRIP GALVA~IZED ROOF!,-,G NAILS AT 8" 0.C. 'o/'RAP ROOFI~ LP TO ~XPANSION COVER ----.c__ SHAPED 2X WOOD NAiLER ~---,-"-TOP TRACK -i.-+-----+---=!>----~ 3 -5/B" c 6 GA STcJDS AT ! 3" 16"0.C. ~~-\---v--~-- '---~---'----------;:::ASTEr-tRS AT B" 0, C . '-----------------112"' GYDSlM SI-EATi-1iNG SEISMIC JOINT AT ROOF s 3" • I'-O" 05800A05 I ' ~--P;;>ESSLQE ~RcA TED '/'y'QQD ~ILER ;11_..,..---CO.Jl'-JTERP_AS~~ING- r=p._5T=NED VV/ .r..EOPREt,.E 'N ASi-ERS AT APPROX . I 8" 0. C. ~AIN. ( 2J ~ER S1DE A58 Tl.RN ROOFING e BASE 51--CET UP U~.....R cour-,JTER PLASHlNG -----DECK CLOSL'RE PLA "TE 1-------STRUC":L-RAL i:::i<AMrN<; PER STRLCT 0RAL DRA-..1\i~'GS -------QOOF ')ECK EQUIPMENT MOUNTING CURB 3" = i '-0" 07610A08 ENLAPGE;D Cw PQQFILE / SLOPE I ;r/F-T ' 2 2 GA . PANTED GALVANIZED 8-E.....9 ~1ETAL ~AR.AP'ET CAP OVER SLOP!::-:> lv'OOJ-SHIM . A TT A~ '/,'/ ,-()OK S--:-R!P OVER 3.JILOil\G PAPER I /4" CALL<'. BEA!J PAJNT 70 MATO-l S<!....C-C-0 v 3 '--0" V RCOF ;..;ATO--l 1/V/ ! • R!GFD 'I ~IBERBOARD INSLL. ALL AROUND CURB 04-:----~23'":lll!DEJ::11I:z::mn::mm:l:lICmm,:m:"'5«9lfv ROOFING UP TO CAP P"ASHING \ 2" CANT STRIP 4-------'•,~a ~ \\ I WALL S'.JPPORT ANGORED ~O 'NALL W/ 3/ 4" D!A . ~XP. BOLTS EMBED. 3 I /2" lf+--n'-c--cc· 3 SlJPPOR:S AT ~Q-jAl',.Jl\£L AROL.ND LA.:?GE DECK OPENING 5/8" GY?SUM E:IOARD 9---iAFT OPENING -~~~',;--~-~ __ OLAL SPACES ',·----,rrc=-=----------3/4" DIA. RCL'ND BAR ----,.-,--;---,-/', r R'JNGS AT 12" 0.C . V-JELDED TO 1 J /2" X 2 : /2' X !/2" PLATE. SJDE RA!L . ,I . :A FLOOR SUPPORT ANGLE 2 ! /2" X 2 ·. 12" X I /2" WELD TO LADDER RAILS AND SECURE TO SLATS VI// ! 12" JIA. X 3 I /2" EXP. BOLT_ ROOF µATCµ AND LADDER 314" • I'-O' " 4" 7 -M1N. i- VENT PIPE 3· • o·· 070 ZOA0-6 PENETRATION LEAD FLASl-!ING . LAP 2" Mb~ . lt\:T C-;:::i IPE ,............. SEA:...._ANT PACK VOID W/ ;::::ll<E SAFING sr-...SULA TQN I ROOFiNG PLIES I i <l ROOF DCvK ;::,ER S1 Kc.JCTUKAL. DVVGS .- 3 A58 ~---lvlET Al FLA"\iGE . PRME, SET . IN MA5T1C ~ FASTEN r--SEALANT I • ST AiRS PER STRUCTL.RAl CQAl--'\Jit"¥;S ~-TYFCAc ~OF J8X ASSEMBL~ T.0. ~ SB:: PARAPET SHEET A 4 ~ 11,:.r-- ~ DRP E.,"'GE CASH"-IG EEAD 4· 4" Ir-~ASK voo _WI ~;RE I I ~A"NG NSUc.A T·ON :...:.1 1-: _ SERVICE ST AIR ROOF SCUTTLE I I ,-'IT• !'-0" 07720A06 A58 . z ::1 ~j~ col~ ;"" ---- l . ---- I ' I ' ~ > C> ,"c ! . -. ' cl I I . y ' • . . . I ,', -. t-+-++ / \ ~---' ' ' ' ' ' ' ' ' ' ' I . C, -r---\: . / "•, ----~ ------7 ! ; ' 1 ' PARAPET FLASHING -1 -i /2" 0_76 20AO I ', O" ' - I 1; J· I I . 1NRAP ROCF-il\JG LP OY'ER TOP OF PA.QA-PET EDcRIOR s~~cco ova, EXPA'\.DED METAL LAT.;..; C-MT S"TRIP 2 X WOOD a.OO:JNG AS ;:;2EQ;;REQ- 1-!El~T JNSULA 'NC AGGREGATE C-..'JNC::RETE ROOF SYSTEM \DTE: BASE 51-iEET TQ BE -e ND DR: CN T~E C..0.J-JT STRIP EXTEt\C 3 ~ VERTlCALL Y ABOVE AN; ;N Oi<DER ~-o-~ow ~ -'ENTNG ', /! I / ;;,cc,;=1NG PLIES . '( 1' ;· ,-ROOF :J:::CK PER / / j . STRLJC,LJaAL . clWGS. f i f <J i i C> PIPE PENETRA TiON 3" • I' -CY Date: 5--!5--97 Job No.: 960, 3 5-15-97 PlAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITT AL 7·8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID ) Carlsbad City Library Cardwell/McGraw Architects Architecture Planning Interiors ROOF DETAILS 1221 Second Avenue Seattle WA 98101 206 622-231! ,,;' 701 B Street #200 San Diego CA92101 619 231-0751 _ j l . --i I 7 /8" CEMENT 318' X 3 . 4 tt METAL STLOS DRAWINGS / l ' STER OVER LATH R..A RIB PER STRUCTLl<AL 5/8' EXTERJOR G YPSLM 51--EA TH1',1'.; @ HERE CCCL.RS) ~ L'GHT NIG-E PER !SHOWN OASI-EIJ) ROOF DRAINS I!/'/ r -, . 0 J 1' ''J ' 1: 1; l f; C, ,, ' '" I ' L_-_-_-__::--_J ---_ ___j --' ~----~--------< ~ --' -- N . --1. ru /, -' C, ' !--/ w ' ,_r,..' ( • ~ I I --tt ' ___ , ___ f--'1 . '_, -·_ ; EQ 30' 4'-0' COLUMN PLAN 24" WIDE ! • = I' -O' 04200A02 ,---------TS COL PER $TRUCfu;>AL -(TIP. OF 2:} ,--------7 /8' CEMENT PLASTER OVER I 3/8' X 3.4• RB LAT~ I ,-------MET AL S1UiJS PER STRLCTL.Jl2M. I DRAWl'<GS -518' EXTERIOR GYPSLM Si-EATHNG ! Oi w1 . i " ' -ol wJ i 4'-0' 30· 1'-4' R.O. l I I ' ' ' ---------j-- ' ' ' STO!'-E SILL ~- ST . STL . BRACKETS -LIG-IT NIQ-IE PER (I)ASBJ Ll"ESJ 112' GLASS-----~ COLUMN PLAN I 6" WIDE 1· = 1·-0~ 04200A0".3 WOOD 3"=1'-0' Cl 20 BASE I r+--+------CONT!i\l/CUS S_CQ::Jt-.G 00---W iOR Q-.!J l'<AW ~----518' Gl'/8 ~.----GWB :1.-ffi. 7lM,I "-~- F7 ,J Ii 3(8' CEEP •' • " !1 11 " ' ' ' ' " ~- ("I): - - ' I, t "-I i N ~ "' ' ' . •" a ,, RAfacl 3/4' l-0\\ID. SOLIJ STOCK I 5/ 8' GYP, T --l BE BL REA:lED SLPPORT HIND, Sc~D TO OCK:NG IN WALL BL OCKlNG INCi 18 A59 I I I I I I I I I I I I □ □ I 0'-0' i-- 1 I I j I 2'-0' ~-------CCFE PAVERS ARClJ',() STCTIE AS DRECTEJ Br i>RT6T --:1 I I 4•-0-I Ak'eA OF 6' ~ SlAl3, T. 0, SU>B AT 6' BEiOl'i ADJ, FNSH GRAlc STO'E AID WATER FEI\TLRE BY ARllST ' cocmNA TE l'/OOK PER SPEC , ERi.(; B£C AID PI..LMlN; RCLGH-N TO ms LOCN I ---~ ---_.2],._,_ ___ LEAVE 5',5' CffNNG I, SI.PB FOR Cl I "" / AJ'1 SLM' ' s.a.£RSaE "l!,IP TO EE I , ' \:::,,1 cw ffilVl:ED ar ARllST. ROlG-l OJT '> 0 P0\'61, WATER SlfFU AID \'/ASTE L / LR'E TO T~ LOCATICl'I PER El£C, -"c--------,;,_--""' 5\/V 'P_, I ,, lc'._ __ _::,j Qt ~ I ! I lt: COURTYARD ARTWORK DETAIL PLAN !/4"= 1·-0· Cl09 6'-0' " l l • I 3•,3• TUBE STEEL FRAME "' 4---ll,t==CASTER LOCATION TYP OF 4 CPER PANELl I a ::o l ' -O'-i ~ .J ri r'i ' -.r~.c---BLOCKING AT CENTER SPAN, TYP, 3'x3" T.;g, ! ! 11-l'=aaise==a-Ti, =i/ ,' """"¥-="=I L 9· L / / 9· ., 1 . t NI ~--; ' (") ; 4 112' ,__ __ I /4' GWB IPAINTl "1---I /2' CDX PL YWD: 4----3·,3• TUBE STEEL ;J,!===:~:a---CCNT, BLOCKING, OMIT AT CASTOR AS REO'D. J----3/.1" e¼RDWD BASE (PA!NTJ SECTION o BLOCKING ROUT HDWD . BASE AS ---+1; REO'D FOR FU..L CLEARA'JCE AT sv-iiwa. 2 I / 2' SWIVEL CASTER E , B , BRA:)LEY ~ 2 6 I 9 !-'ARD RUBBER 9 A59 f 6'~0-F.O.F. Wl-lEEL, I 7 5 • CA?ACITY PLAN SECTION (41 • EA, PANEL---~ n -'!<--~-~----+-----=~ :., I MOVEABLE DISPLAY WALL I /2'= l'-0" Cl 17 ' ' BLOCKING I , ,__ ______ ! 14" G\NB <PAJNT) .-----l/2" CDX PLl'ffil. i j I ! "-::::1:::::!JL.....L/~~ J I>= , __ -1l::==~ ' : I ' ~--------3'x3" TJBE STEEL FRAME (WELDED) MOVEABLE DISPLAY WALL PLAN DETAIL 3'• 1·-0· Cl! 9 J • .---------TS CQ PER STRUCTLl<AL CTYP. OF 2l METAL STLDS PER STRU CTURt.l. I DRAWINGS l 7 /8' CEivENT PLASTER OVER 3/8' X 3. 4:tt RIB LAT~ SECTION o CASTOR MOVEABLE DISPLAY WALL 3'= 1·-0· Cl 18 t • • N i -- .-...' ' ,-. ,-. -- N' ' i N :q. i • ' ' ' Cl'! N, -- ; N, ; ' NS ,. ' N --, o:-·: ' ' ; ~a ' -" ' '°" ' , 3'-IO' ~ J 1,,J • 1· - • • • !0'-8' , 3'-0' , 3-,-,3-,20 ·1 > -H,f--\!' 5 9 1 I ! ; : ;, i i • • • • • • /1\ \t:::!) • • I. ! • • I• ' I ! ! • • l .. :-..i @ BASE 10 A59 , • • • • /20\ ~ SM. • • • • • • /20 \ _! -IB-JTB< GLASS DSF'ALY \t5j' CASE, Stt 7/A59 ,, F ST ;:,JN£SS ST83.. - FASTh.B?S DONOR WALL/DISPLAY @ ROOM I 4 3 /ENTRY 3/8'= l'-0' Ci05 t_' ,_ 1-.Cffil 31 STa.E PAN',LS CASE ~------MONOL'T><C "RECAST CONC. I 3/4' CLR. TYP. SCLLPTLJRE BASE . TOP CF PLNTl--1 9-lAlL BE -t----++r~-/-t---+,,;---794--6x6 A , E. S, S. COL, +t---C, M, U, WALL PER PLANS 4f--r"---ol-----t'----,,L-++--STltXO WEEP SCREED f-'----~~- 0 l--t'---.''----l---l-,L-L-f-+--CONCRETE PAVER$ lt"F'=~ PEDESTAL PER~ ,-1-7"---,,.t+t--SI-EET METAL LEADER -t;:,:'::7 "'flc=l-f7~7ti--LOCAT'= AND SIZE CPFjJR\G TO ACCOVMODATE LEADER V3<Ff 1N FaD DECK DRAINAGE ! -112'• l'-0" o:n20A02 , r 1 ! ;) I ' ' ------+----. 1·-4· R.O. I ; ,-' c•a L~ I i ' -i I I ' ' . ; I o• ; --I Ci; b' - I· [ - N, - ' - '•'-i I _r~7 I I ' I I . IL IL <( b ' . I /4" X i SO.DRIVE ' ST STL 0\'Al CO MA.Qi' SCREW MO L • CCU'fTcRS 1-J( AT GLASS ON EXPANDED LAT1-I 0 NiCht I STUCCO METAL GLASS• ETCH M GLASS STONE SET IN W/ 2 S TO STEE I 'x2 i "x 1 /2" ATTE SA~ETY SU I I /4"x6"W EPOXY GROUT T STL AJ-.JCI-ORS L BELOW L. ST, ST 4·,rx 1 W/ 121 SMS TO BRACKETS /4'"X i·"vv, ATTAC~ • 10 ST STL -STL FRAMING UGl-lT F PER EL iXTLRE - EC i l'-0 3/8 ' '" i i I I L---.J -- ~ ~ ' ,-Lt: v A TION SECTION LIGHTING NICHE AT COURTYARD 1-1/2'= l'-0" CI06 ,,_ ___ B_l_/4_" __ --~ THREACE SECURE-C IN 'i/.1ALL C 5/8' GIP - SUPPORT EiEHINC, TQ BLOCKiNG ,. 6' ·1 --"-r- ' ' " ., i -----------"][.i[" -- : -' ' ' j : ' ' -' ' I j I ' ' ' ' I I -rr. 11 I ·--' 6 A59 I 4 0 i • 11 4 -I o, • 11 ~ i • ,, ' 4 -. -'\." C I '\_·-o. 0 / P~cCAST co NCRETE PA VER TTR8'E AD.VSTA8LE s PAVER C>EIJEST ALS, FU GRCUT AFTER MENT. W/CONCRETE FNAL ADJUST ALIGNv!ENT SUPPORT T AES MEM3RME ROOFING WATERPROOF USE n'PE !3 MEl,1!3.;'ANE PER Al4 CONC. ROCF DECK ( LEVEL) 0 SLOPE) • '\. 0 ROOF DECK SYSTEM I -1/2'• !'-0' 025JQAQ1 / X i " vii ::, b v' ,0 CE lNG JOISTS , RU CONT.l J • ~ 5/8" i STL PL _j 518" SPACER,. lBUTT JOINT GYP}----' SUD!NG DOOR PER ~CTR. a ~ rn 2 A r3 i I ~ ~ w I I ·/ / .,-, 4-I /4" I'-4" FROM GR!DLINE I . 4 _j I • "' 318' DIA. THREADED ROD AT 1 2"o. C. S~AGGERED W/ LNlSTRtJT '?485' STIFFENE'R l,/\// CLIPS AT I 2' o.c, LNSTR'JT 'PIOOO 1-1s· BRACE "ER WIDE FLANGE BEAM ABOVE WI ·pI354· 1--l!NGE COr-,.,tt\ECTION AT EA. END ITYP OF 7, 2 PARALLEL TO DOORS, 5 PERPNDICL.LAR) I ~ 5/8' GW • -i; I CURTAIN TRACK l<cF. 8/A62 '-----'--HANGER BRACKET AND HANGER RODS BY DOOR MANLJF. SLIDING DOOR HEAD 3"· 1 ·-0· Cl02 718' 1 2' MIN, RECESS IN Ov\U ~r--,1"------,i" I / / / STLCCO ----1 DISPLAY CASE L•GHT FIXTLRE PER ELEC . ---+--f--.--1 ___ 7, ,__--INCISED 3/4" STONE PANELS W/ STAl'-LESS STELL SUPPORTS AND FASTEN52S SEALANT E BACKER----;;~:;;;;:;;;;;;y ROD I Li" 11 2' 1-lDWD , TRIM ---I/JI BLOCKING 3 / 4' VENNER PL Y".ND BACK VJ/ 3/ 4" 1-lDWD. E'.J·~PAND W/ PIAl\.0 POSTER CASE---<~[=, ===;J 'ilLJ >--INGE AND LOCK----I ~-H---f-'AFEt..E u 8 2 8 . 5 0 . 2 08 IOR EO. ) FASTB-.ER ~-----e-ARDWOOD ~RM'E, 2>o; ACTUAL CUSTOM ai ROOM 3'= 1·-0· Cl04 CASEWORK DISPLAY I 43/ENTRY CASE ~9 NOTE DO NOT MAKE At·ff PENETRATIONS TO HORiZONT AL ,CE AN) WATER $1---jlELO M5VEPANE SLOP£ ', 1/2 r;n, \f. ' ' ·~ ~ - I ~ ~--L6E SMOO™ FINISei STUCCO MIX Wlll-j I =a!V- PCl YMER MODFiER AN) ACRYLIC ADMIXn.RE AT EXPOSED PARA"l=T TQFS, PREFORM LA 7F-I FOR 'OP OF PAQAPET AN) NAJL AT $!DES cu:r - 00 NOT PcNETRA lE .-DRIZONcAL ICE ANJ WATER SI--UELD. TYPE 'A' 6"= 1·-0· Ci03 POSTER CASE AT CRT-YD. 3 A59 PA SED 3/4' STONE NELS W/ STAll\lESS ELL SUPPORTS AND STENERS ST 518' EXTERIOR G'l'P5LM 51--EATl-11'18 3' -6' ABOVE FINISH GRADE W/4 • 4 VERTICAL c • 3 TIES AT 12' 0.C. HORIZ. FOOTING $HALL EE I 8' DEEP , I 0' WID=R TkAN PLNJH ON ALL 5I:ES W/4 •4 E.W. ,-\,,T.0.P. : J,I ~-Li --I TE CORNER REINFORCING TO M=T AL LAT~ WITl--1 WIRE ' -' ' ,' ' ' ' ' ' - DISPLAY CASE @ • ;, "' ~1 n4= . !) " ! ~ -!' "'I ' ,,_ --. ' N I ~, -, N! ' . ,0 FA 3/ 4" STOI\E BASE VV/ STAINLESS "T "' EEc SLPPORTS AN) STENERS FA T' H REt\8ED SLPPCRT --llNC , SEC.RED TO OCKING IN WALL BE' BL 0 ~ ONTINUOUS SEALANT 8EAD RM. l 4 3/ENTRY TYP. l-1EAD, JAMB AND BASE 3" = i '-0' C 129 -14 UG-IT NICJ..lE PER (3----K)\f\i'N DAS£)) A I. [Q, ' 30' l EQ, I. 1 ' 1 1 ' ' i I • . I □ -'' I ' ,-w ' 'I --~-' i " µ ____ ; I ---+--' --I---17 --'. L ____ -~J -' ' ci -I "' w ' ' • -N . . " L l'-l' L 4' -o· 1 1 20 COLUMN PLAN I 6" CORNER A5 9 I' = I' -o· 04"2(X)A04 TOP o BOTTOM . SCUPTLRE '1D. A 8 I t 3' 7" 2 ! 2' 7" 3 31' I 3' 4 13' I 0' 5 I I' 9· 6 2 2' 7' 1 6 SCULPTURE BASE A59 l/2"ai'-0" '-'C/ 030l0Al0 - TREF. ;' ~ ' POINT --~ . X ",.,, .. i1 X i X \ tr ,. ! ; 1F 1· -----------' I -,I ------------ 4 I µ_- i . I 0 ' ' ---1 ---l ; :-. .·'. ' il ' I t i ! [\ -i L=-,:.,' ~.J'-' ! i '':if~ TL fl!'-L-I -I ' i ' ' ... ! ", ! ~ ' I I ., I - I J i V ~ A59 PARAPET AT COLONNADE 3· " I' -0' 07620A05 EXTERIOR STU:XO OVER EXPANDED METAL LAT~. n'P. WRAP SECOND LA YER OF BJILCING PAPER OVER ?ARAPET SELF -ADe-lESIVE , ICE AW WAr::::R SHIELD MEMBRANE BUILDING PAPER AT VlfALLS 1 /2' EXt!::klOR GYPSL...t-A S-EATHING ViET AL sruos -SEE DETAILS AN) 1,-\/Ai..J.. SEC flONS FOR SIZE A'D GAUGE EDGE BEAD AROt.ND-------1 I 8 I i2Vv x 48 I /2'H AREA GROUT JOINT ALL ARO!.NJ _______,,,/ 3/ 4 ·x I 8 "x40"~ INCISED 5TOl'E DED!CA TION PLAQt..E , SET 1r,.; EPOXY GROUT WI 4 ST $TL ANO-,'ORS------, STO'\JE , "JEV\' ME)(ICO 7<AVERTN° HONED COLOR STERLiNG FLIS...Ri ------1 7E(T: VERIFY WIT't-1 O\/'-..~R ,N r'EILD DEDICATION PLAQUE DETAIL 6'= 1·-0· Cl08 Date: 5-15-97 Job No.= 96013 5-15-97 PLAN CHECK Sl.&,fTT AL 6-20-97 PLAN Cl-ECK RESUEMTTAL 7-8-97 BULDNGPEFMT 7-15-97 FOFIBOS 10-20-97 FOAREBD l Cru-~d City Library Cardwe!VMcGraw Arc!'ti!:ects ArCht;:ecrure PIMr~ Interiors DETAILS A59 1221 Second Avenue Seattle WA 9810! 206 622-2311 701 B street 1200 San Diego CA 92101 619 231--0751 ' ' Lt-E CF Wttl--- lEJ'(N) 7 7/8" [ ~~PER LN' CF CW---''-' -I S, 0, G. PER STI<\J:;T. IEJ'OO O i TU<N DOWN TO FOOThG/ :, ::, i :,, / ~ ~ WMCIN Sil ?d J ~ ~I~() -~ ~ ->i.c' ~,!--!-+------~-'1<-•=-==~ lh~!J.'Ll. '.ijilJL.LiLILJ-'1.L'J.l' J." 'WI.Li;:J.ill. GRACE-~- :--! I ---i TCPCF----- FOOTI\G LI <l <l <l I <I .L\ <l <l Ll ,'.I <J .<J SILL AT EXTERlOR LANDSCAPE . I 7 3•, 1·-0· C077 A60 '-II ./ I / 2' · 7 1 4·, 31e· L ' ~=======;----Ril HT. STL. A.ATE "' I- \ ---r-b'---I • DIA , $TL . BAR AT 2' -8" WHERE SHOWN ~---------HP. STEEL MLLLION '----~------T'rP. STEEL MLLLION BAR. MULLION i-jALF SIZE C075 ~----FACE OF FRAMING BELOW -R~3'-I' -- A60 ------------------- ----SEALANT ---STEEL SASH Wlr-OOW G,. if _wt;,LL _____ __....:...-- ~---TEE I.U.LION SEE A I 3 TO CONFIRM A/\Gi£ '------FACE OF FRAMlt->.G EELOW -R· 3' -9' TEE MULLION AT CUPOLA HALF s,zE C076 0 "' I WM----► =El'(N) =-----+--- SILL @ CUPOLA 0078 VARES 5ll V.U,H VARES WI CLIM ,_ ----a. CF SASH ALIGNS V.TTH ~ Q. CF STUDS AT JAM3 i __________ ./ r--'--Sl!±l WINJOW FRME Wl1H 518' s-JM. PClYFllER /lND SCREW PB< >f'R RECC/,MNJA TKl\15 +---STLl:CO o LAlH FIBERGLASS BA TT INSULA T:ON l, -----..._ "-_-'----4-11-r'l--8' ,ETAL STIDS PER STRUCT. ,--------/ -' ,i --__,/ \ --------"'.... 4"-4--8<TI:OC'R GYP. '-----.------. . ,---_ ' ' --.__,/ Sf{cAll-tt,G A60 ' V " ' rl@. ~ • I l ' Ji..,- i.,.,,.- <> . ~,' . -· ' I; / .· ~}_.,-i . . il / / ' ·' ' __ ., . ~ ~, I V ' . ' V . , • 1/ / .· .. .1, ,.,__,,-,. .;,/-✓ ' . . /. SUSPENDED CELING PcACE CEILING '-lOUS ING ABOVE ACCESS!BUT'r' FOR PUSH-LP F RE s-uTTER LJf.K W/AJSRE G'!P. BOARD CEILlt->.G SOFFIT ABOV E CABM:T 111-------CABH\Ef b l!ccc===!Jl COU'JTER .. L~--L---- COILING DOOR c COUNTER/1-!EAD 3" • I '-0' COl3 ', .. I . . . . ' ' . ' ' / V ' . . ~----~-------' -\ I/--------/ - ' . A rrr c:: b I I I I I I - \ I I . I I \ 1\1 I I i I I I I I I I I ! I COILING Sl-!UTTER @ JAMB 3• a 1•-0• 0014 - 3-5/8" X I" !,,!EfAL STUJ GYP . ED . FER Fl!'.151-1 50-cDUlE METAL CASING BEAD lvETAL DOOR FRAM= PER MAl\llFACTll<ER PIJSI-! -LP COILING ARE $HUTTER A60 ST!±l WNIJOW FRME 'MlH 518' Sl-1\L PCl YFlllER ~------oo saav PER WM.l EEYCW-~ "REFN. o,E')t,!_--h FLASI-I\G TO CVl3<t.AP ROCf'- 2 I fl' - M3va:/Al'-E 4' ' o 3-Cf'E SU 3/4" i: \ ! a i i ; . LAP McMlRA/€ ~ OYER a= smxo c LA n-, ----ji!'- ,·,_ .J _. -- =----..-GYP. 51-EATf.t.lG SILL @ CLERESTOR'Y 3•,1·-0· 0079 -REC™'1NJATKl'£ ---DffiJSER AT v.!'ST SllE r---WcA TfD 2X ElJ)CKI\G ( -518" TYFE Gw.3 r-LIG-ITGA.G: fRAMt,f; ' PER 5FEC 4· • DRA:NABlE ALUMNJM LOUVERS W/ )3lRD SCREENS PER SPEC . ,/ - . / ,/ ' ,----~----EXTENDED SILL Bl i.....OUVER MFR. ' ,-. --... .... -:.i: ,:-:: i--EXTERIOR STUCCO E LATI-I -+'--+--CMU WALL PER STRUCT . 1 ' ' LOUVER SILL DETAIL Y • l'-0" C009 .,,. , I I I I I I I I l I I I \ I l I l I \ 8 I /4" r 6° ~----1-_,__-STEEL SHIM . SCREWS AND I I 'I =XPANSION SO<EW PER MANJ' . 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FRYREGLET DS-875-875 ~-------CONTNJOUS SEALANT Ere.AO "-s,-¼------~-----DRAINABlE ALUMN.JM LOUVERS W/ 3!RD SCREENS PER SPEC. LOUVER HEAD DETAIL 3" a !'•0" 0008 ' ~-=,..__ CMU PER sm..cr . EXTER!OR STLCCO E LATH . r-----=acc:+-'sc------'"s:-------",:----+-+-3 -5/8" WETAL STI.DS '"---------AT I 6. 0 . C , ·------ 7 -7 /8" ' ALLMINJM DRIP Sa;?EED AT i----E.AD TYP. FRYREGLET DS-875-875 ~-------STEEL WrNDCW FRAME V.'ffµ 318" 51-tlM . "'0L YFILLER AND SCREW PER MR RECOII/JvENDATI0NS '---------------5/8. GWB JA,v1B/HEAD @ CMU 3·. i'-0" COOi ~---DELETE GRANITE SILL AND Rtc7URN GWB AT T'f PE 0 ~--I -1/4' THICK GRANTE SILL W/ CORN=RS EASED I Ii 6' ----SET 'NI ST . S>L . ANCKIRS I 2" 0C AND CONSTRt.CTtO.-. ADHESfVE N 114' SHIM SPACE ~---S,EEL SASH WINDOW STEEL SHM, SCREWS AW EXPANSION SCREW FER MANJF. RECOMNENDA TICNS ,-----l 114' $HIM AND EXTENDED LEG AT STEEL SASH 1 . . o: 17,,:71 ----;;i,,;?°e ~77 .. /,:7;;-~FF'.v ,-----SELANT PERllvETER OF WINDOW 2 /// ,Y11 , -::/ //! I // TROWELED STUCCO Ar SILLj I' ; , I: ~----. ,..___ _____ / .___------------· N ~---STEEL :--:---c.=---------7'- 7-7(8" ~----LAP "6'8/A'€ FLASH'G LP I' AT 31. .I---EXTERIOR sn.=o o LATH PER FIN . SPEC . --~---1-c--+--CUT TOP CCLRSE OF \f.ASONR, TO FORM SILL /-~---+-=~-4-./--------,L..----,"'--+-+-5/8" GWB PER -~-F:J"\1S11----l S0--EDLLE ,,------------ SILL @ CMU WALL 3' • I' -o· C:002 LN' CF WALL EEYrnD LN: OF QA.!--I fEY(N) r _1_i _j-' - <I 7 718' I ~----+------EXER;cR PAVNG A5 30-EDLLBJ <J r t·iTI3,0C FL=NG ftP Fll'G-1 SO-E[U£ r RECES93J 9..AB w-m STONc 11£ IS SG-ECUID ~ I 11, i • , ! 1: I': I <) Ll <l INO OFFSET AT INTERIOR "Sif~ILl£\R" CONO:TiONl SlLL AT EXTERIOR PAVING 3'• l'-0" 0003 • r O! ' ail- ' ----.__--------~, ----------/ "---------~ I _. ,,,------_____ .,. l _.------t----H--5/S" GlF'. 3-EA~:..il'-.G Al'>O CGfF£R ClADDNo AScEl.6.Y ~-+-+---'.-GIT GAu:;E lvET AL CRAW,:, VARE~,_,_, ________ _ ~-'t. CF WIDOW /IJJGNS WI (i_ Cf' STL. co_. 1-!EAD AT COPPER CLADDING 3•, 1 ·-0· 0004 Date: 5-15-97 Job No.: 96013 5--15--97 PLAN Cl-ECK SUBlvlTTAL &-20-97 PLAN Cl-ECK AESUBMITT AL 7--8-W 7-15-97 FORBIDS 10--20-97 FOHFEBO \ Carlsbad c· Architecture Planrmg Interiors DETAILS 1221 Second Averue Seattle WA 98101 206 $ 701 B Sireet t200 San Diego CA 92101 6DJ _,-_ :·1 ' ' .. ---~"--- ' ! . _,: - --_,- )- f·· j ! i ,._'-t •.IE OF CMJ --+-- ElE1'CNJ 7 718' 114' (ff;E --+-+---~~ 8<ERfCR PAVI,, --+~-, AS SCI-ID.IBJ llE OF STU:CO EEYCW 1__ '•t-· -/ p----,---,--+- 1 i , I ~.l. ;_ . l <J ,,--SERES 500 SE3_ DCJCQ WI • I I O WEA n-ERSTRP ~-PEM<O 2 70 TWESI-UD WI 282 BEVATCQ <l NTcRIOR FlOORffi FE? Fl'JS-j SCI--EDU..E RECESS SlAB ,1\-cRE STCf'.E PAVER IS 51-1)\\tJ I ,I .! CNO OFFSET AT INT"'RIOR 'S!MiLIAR' CONDITION) EXT. Tf---lRESl---lOLD ctE OF CM.J--+- ElEY(NJ H4' CffSET EXERICl2 PAVN, --+_,_~ AS SI-OWN O'J IA<AWINGS <J AT STEEL DOORt2& 1 61 ~--ITTLIYN Mcl"l. IXlO< FER SO-RUE ~--PEM(O 2 70 JH.l'SHCW W/ 282 BEVATCQ --l't'1EROR FLC"a<No FER F~ 50-EDJ.E <J <1 <J <1 (NO OFFSET AT INTERIOR "S!M!LIAR' CONDITION) EXT. Tf---lRESl---lOLD AT H . M . DOOR~ o.•,, ·-o· v . C08I Ll'EOFSTUXO EEYCW 1 I U>E OF CMJ ---+.-1 EEYCW STUXO -----+-+-~ FlASHi\G TO ---+--+--~ OVER'J.P MEM311>/£ 4' WATER FROCf MEM311>1£ ASSEtla T S-OPE TO ORAN EXTERiCR PAVB/ 7 718' . 0 ::, 61 >-----STIR WNXJW ~-CMJ WAll NTl'RICR FlOCRN;; FER FttS-i SQ.ECUE <1 Cl:M'C6ITE SI.AB DECK FER Sm.JCT. <l WINDOW SILL AT DECK PA VERS 3·., ·-o· C082 ,--------------CARPET <1 4 <1 <l 4 " ,-----GRMITE TeRESelOcD SET ON TI-INSET CERAMC Tl.E SET ON 11-lNSET "I •' A GRANITE CERAMIC Tl---lRESf---lOLD AT TILE TRANSITION 13 i-jALF SiZE C023 A61 ,-----+'--------..,...__....,._ _ _,._,.'"+--5/8' G\fo/8 PER FIN . 5Cl--lEDU..E CALlK STEEL 3': 1·-0· C088 ~7'----+----,,~--,'--7"--+--'-t---flETAL FRAM~ WI BA TT INSLLA Tlal DOOR ' ' ! c, ,I !!t' I, ~ ./\ '. ,, 'I I ·, l.Y ' i r-' ~-+---+--+----I 2' Q,,tJ WAU. 0 4-----ALUMIN...M DRP 2 SCREED AT HoAD EXCEPT lNDER ARCADE FR~REGLET DS-875-875 ,.'----_1_7'__1_7!._118~'--~•-------STEEL DOOR AND FRAME HEAD/JAMB II T'fP . GLAZING GLAZING SEALANT GlAZNG EEAD T,P . STEB. MULLION POL YR.LER SHlMS STEEL eEAO EEAM STEEL DOOR ASSEMBLY aAZING EEAD Gl.AZlt-.G DOOR 1---lEAD AT STEEL WINDOW 15 i-jALF SIZE C024 ~-------STEB.. PLATE PER DOORIWN.lOW M"R . ===ll-------SEALANT +----11-------POLrFILLER S-IM lt-------STEB. FRM'E A6 I ~---STEEL DOOR ASSEMBL T ----------TIP. STEEL MULLO-! DOOR JAMB AT STEEL SASH i-jALF SIZE C025 Lt-E CF SJUXO EEYCt-lJ LR'E CF CM.J-~--~ EEYCND flASl.ll\G TO 0'IEla.AP ISIS<A>E 4' WATS! f'RO:F --ASS0.a. T S-OPE TO C!<AN EXT1l11CR PA VER \ \ l I ) 7 718' l s· SERIES 500 S"!'R DOOR W/ u I f O \"'JEATI--ERSTRIP ~-CM.J WAll NlBIKJR FLODRNG FBI FNSJ SOHi.i£ CCM'0511lc SI.AB DEQ FER Sm.JCT. <1 THRESl---lOLD AT DECK PAVERS 3'•1'-0' C083 ~MO 9'· 4' A.F.F. CALlK--~ 7 718' -u·E CF CMJ ElE1'CNJ 1~--LNE a= l'lt>U. Efl(N) ~-.....,_ ___________ / .;t-t--METAL FRAM!-.G r-...-----· FER R..AN ,._--+------+---"RI.~ FBI DCJCQM'F. f---fA(E CF WAll EEYONJ t--!EAD AT AUTOMATIC DOOR 3'• I '-0" C086 CMJ PB/ ST\.CT. 7 718" JAMB AT AUTOMATIC DOOR 3': 1 ·-0· C087 1 718' _NE OF CM.J ---.J EEY<NJ , FLUSH ..oM ,---+-+---~ ~ CffSET cXi3<'01 °AVN:; A'R-+....-,-, 51-:C CQA,',iNGS ANl SFEC --... I''---... Ll <1 r SILL AT AUTOMATIC DOOR 3'= I '-0' C085 <1 ·.r MO.Dlt-.G t cEALANT • J0NT TTP. ----~, G"lh9 AT P ARTrTI~ AS 5Ci-£DLI.ED ----J;;C,;J. j AUDITORIUM INTERIOR AT FIXED FRAME !/2'• i'-0' Cl 16 'J' MQ...DIN3 -E SE.ALAN1 .. JOINT DP.---~ AUDITORIUM AT SLIDING 1/2"· l"-0' Cl21 INTERIOR FRAME 10 114' 518' Gl'P. 0\/ER 2 · 3 518· S~cOS DP. AT All S[:ES CF REUIE '4----1--t-i.l..MNJ;1 WND(/1'/ 51-iM AS l<EOD , RELITE --ALI.Mi'-U., s..DER WNJOW RELITE CI: SKYLITE wIona R.0. •• 4'· 10' •I· (F!EI..D VERIFn PARAPET------~ COP!NG STUCCO e LATH+-~-t _:., OVER G'fP. · Sf.EAH-ING 'y----SKYUTE MTL STUDS PER STR'.JCT . 0, . iNST ALLA TION TO EE ENGl!'EERED BY IVFR . PER SPEC . -=-:::..__.,,,,_ ,t-. ---3 -5 / 8. lv\ET P-.L STUDS VARiES~ Pc:R P~N 1 SKYLITE HEAD AT ENTRY 1-1/2"•1'-0" C089 SKYLITE R. 0 . ~-----SKYUTE :NST ALLA TION TO EE ENGil\EERED BY MFR . PER SPEC . ~---SKYUTE PER SPEC. MTL STUDS PER STK\.JC.T -~ 3 518' STUDS • ENTRY SKYLITE 6' STLDS • GALLERY SKYLITE SKYUTE AT ENTRY SLOPE • 30 DEGREES SKYLITE • GALLERY SLOPE • I O DEGREES ,,---FlAS~ING BY SKYLITE MFR. ,---ICE e WATER S~IELD MEMB . '---CONT. ROOF lv'EMB . TO TOP OF WALL ---GYP . SI-EA T'-llNG SKYLITE CURB AT ENTRY (5iM• GALLERY) 8 1-1/2'• 1·-0· C090 A6 I 5 7/8' 7 7 /8' I ! / I 6"1 ✓------_____ ,.. ,:,1 15 16' ~------+----~OU.OW NET AL [)()Q;2 AND FRAME PER DOOR SCHEDUE!. ,------+---CAll.K :.. '' i---srucco --'~---+"-t---l 2' CMJ \11,/.AU_ EXTERIOR 1---l . M . JAMB 3'• I '-0' COl6 / 7'----r-++-! 2' Clv1LJ WM..L '------r"-ce~=-:,,cfL---,L---7"---,L...-,L---+++--5/8" GWB PER FiN . SCI-EDU.E / /· ~-+----+--~-,;.....--+--+.-+--MET AL FRA\o\lNG WI BA TT INSULA Tiili --.. 1 5 7/8' 7 718' ,..+~-sruccb -THICKt--ESS MAY VARY TO ACCOMODATE MASONRY OPNG. 7'-4' TYP. !ROCK MODULE) 7'-0' TYP. 4---ALLMN.M DRP SCREED AT HEAD TYP. FRi'REGLET DS-B75-875 ~--+---CAL.LJ( '---+--H. M. DOCR E FRMIE PER OOOR SCHEDIJ.E EXTERIOR 1---l . M . HEAD 3": 1 ·-0· CO I 7 ,-----------e!OLLOW METAL DOOR AND FRAME PER DOOR SCHEDUE!. !~---------518" G,113 ,-------SEISMIC JOJNT COVER SEE i0IA63 '-"--'--''--+-"'-1---l---.....J..---FURRING PER FLOCR A..At-JS ~+--+--tt-----™-1 WM!.. PER STQLCT. SIM . • DOtB..E CMJ WALL J r 5/B" l' l 1 JAMB/f---lEAD AT SEISMIC JOINT I 1/2" = 1·-0· C018 . r FINIS>-< PER FINiS,l SCHEDU..E AI\IJ PART!Toet-i TYPES . ' 1/2' I -~ r ,: ' . C--,'. i L " i i . I ' VARES . -- r;:' ' ' ' ' n I . I ' . . I . . I ; 51 ! 6' l MET AL FRAM!l\G PER PARTITION TYPES THROAT ''l-llDTJ.! VAQIES S,_9= PRTIT!QN T'r'PES o FIN~ SQ.EDLLE HC>..LOW MET AL FRAME HCU.OW MET AL DOOR TYP . DOOR 1-lEAD (JAMB SIM . ) i-jALF SCALE COl9 4 A61 Date: 5-15-97 Job No.: 96013 PLAN Cl-ECK SIBvlTTAL 6-20-97 PLAN Cl-ECK RESUBMITTAL BULDNG PERMIT 7-15-97 FORBIDS 10-20-97 FORREBD Carlsbad City Library Cardwe!VMcGraw Architects Architecture Plaming ln~eriors DETAILS A61 1221 SeCOI id Avewe Seattle WA 98101 206 622-2311 701 B street i200 San Diego CA 92101 619 231-0751 A. GALLERY j r ' OCl ! L-- B. ENTRANCE 8B 61. 6 61. D. CHILDREN'S VIGNETTES EXTERIOR COPPER CLAD .. -=====-==;,==±==~~~f • • • c. CUPOLA E, AUDITORIUM ELEMENTS • • • • • ! ~- ' ' I---SM----------1. _j l i\ 16 -GYP . 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OVER 30• S,S.Tl.RATED i<OOFJ\G FELT OYER 5/8' GYP. 9----IEli.Tl--ll¾G OVER LIG-IT GA . IJET AL FRA\11\G A!-0 4' X 20 GA. S"TRAP5 -"f-?'--, :-_ r-. E_R __ F_A_S.c.,_C_IA_A_T_C'--U-'--P_O_L_A ___ +-LlL\...c.,I ---1~ 6 1 . 1 -;.-f:-1M __ ~--_A_T_A_U_T_O_M_A_T_I_C_D_O_O_R ____ u\--.1___,A 6 1 • 1 f ~i'~~DING C094 ~ C094 ~ CC94 AT AUD. EVE 20 OZ, CCA"ER OVER---------1 4, ROON ~IED PAPE!/ OYER 30• SAlUIATED RC(Ft-K; ffiT OVER 518' GYP. Sl,EAThlr-.G 0113> UGHT GA . M"T Ai. FR ANN; ANJ 4' X 10 GA. STRl'J'S 4" LAF • MMPbN' -----------!- 3/4' U>P SEAM WI ----------fl CONT. Q..EAT I I - co=H:R CRIP EDGE---------j ,d CLADDING/ROOF TRANSITION :, -J ~-7" --j :, 12 WRAP C~ a.ACOM; ---~ WO FACE CF CM.J AN) FASTB, FU. WI SEALANl -~1///1 20 OZ. COPPl'R 0>:cR------/ 4 i:t ROSN S'ZED .PA?f:R OVER -i 30i. SATLRATED ~ FB..T OVER 314• FIRE RETAROENT PLYWD. 01/fR I 1 a l CM.J ' A. COPPER PANEL TOP 3/4' LAP SEAM WJ --~ C0\1. Ct.EAT GRAmE PAYER----~ PB1 FlMS B. COPPER PANEL BOTTOM PANEL TOP/BOTTOM_ c ENTRY 1 3/4' f-6\,1 W/-- Q.EAT 12"0.::.. I I =------11 1,,6v8. 4' LAP II ?ti.RADS CAP 12 I ~~---nlE ~W!Bff TAffi/ED CCNT. WOCO CN' ~---c:cFPER CCPNG CAP 20 oz. COfFBI Sl-iT, ~-'.,/4" LAP SE.AM WI CONT, QEAT ~-4· 20 GA. GALV. STRAP • 16' O.C. HP. '-------COFffR ClAOON:; ASSElvB.. Y :EE 3/A6 i. f ~-----McTAL FRAMU.; A6 I. I 3"• i'-0" A61.I 3"•1'-0' 62; 1 • 1 -'f-.~-,t:-_ ~,--__ D_IN_G __ A_T_G_A_L_L_E_R_Y __ P_A_R_A_P_E_T_-1--4,,_A_, 6 1 , 1 '-.l.../ C094 '-L✓ C094 ~ C094 Date: 5-15-97 Job No_: 96013 5-~ Pl.AN CHECK SUBMITTAL 6-20-97 PLAN Cl-ECK RESIJBl,IITAL 7-8-W 8UILDlNQ PERMIT 7-~ FOR BOS 10-20-97 FOR REBD Carlsbad City Library - Cardwell/McGraw Architects DETAILS 1221 Second Avenue Seattle WA 98!01 206 622-2311 _ 701 B street 11200 San Diego CA 9210! 619 231--075t L _ __J 18 ,-----F~OOR DR ROCF DECK ABOVE ,-----IJECHAN!CAL FAN l.NIT PER ME0-1ANICAL ~-CEILING ASSEM3c Y• I /2' CEMENT BACKER 80ARD 0,ER 8' I SGA , I 518' FLANGE JOISTS • I 6"00 WI 3 i/2" BATT NSU. , AND I 12" RESILB-JT A62 / r,;;;;;;c0-IANN6_S • I 6 "oc AN:l .--+-----,,---,,---,-'-,,' 12l LA'r'ERS 518' GYP, 7-6" ~ --..-.---!~LI.A TED CBLING ACCESS PANa 1------------tt--3 5/8" I 8GA, STIJDS WI I 518' FLANGE • SECTION i/4' • 1·-0· C044 \ ___________ ----------.. j ___ ......., AT MECH. ! 6'oc W/ 3 ! /2' BATT iNSLL' ENCLOSURE ,--------112' CEMENT BACKER BOARD OVER s· I 8 GA. I 518" FLAr-.Q:: JOiSTS " I 5. oc '/VI 3 112" BA TT NSLL , ---1t--. ~----+------------,----______ .,/ .... ~ l 8 GA . 3ENT Pl.A TE ',-!IT W/ 2-• IOSMS PER STLO t (2)-•: OSMS PER JOIST 0 ~--,1 _,,----------1 '-------- ® Ril -HEIGHT BR!DGl',IG AT HALF oPAN SIMPSON 'A34' PER JOIST ,tu (2l • I 051,\S TO BENT BENT A.ATE AND JOlST 3 518' I I BGAJ I 518' FL.Ar-.3E STLDS • I 6' DC END J~ST WI 121-• I OSMS PER STLIJ FRAMING AT MECH . ENCLOSURE 3 • • -_. o· ! - C045 SIBJ:TlRAL IJEQ'. ~ •·=r= I F-ER ME0-1.At>J:Al-,-----------~,1 = TRtP--r~:------,=-=F~=~=i=~ 18'd 8',60' !AC 5LFM ';,,. S°-'Nl ISOLA TCN SL.RRClND ------~ \ / RN~ CELNG R3< / CErn'.; FILAi'i----+--' ~-518' G\\ll ON 4• . '1,,---:;?_:"./:;::.:.~~~~~"t;,(~' I.E,AL STLDS ,. / ·.;,-.... ' ,. 1 /'-,. ( '\, I A62 ~ TO EXmJ) ~ , ,-·•',,) \r\ ( } ',., , HVAC B'UOSLRE ARClN; ::0' f \ 1 •, / DLCTNCQK Ai\[l 12' FAST ;;:,; -,,1 ,/ \,.-;.. --1-3 It?' 8ATT rN5LLATION TH" SCU-OTRM' I , DETAIL, 3·. I' -0' ~:: •.. ===i::'r:' ='\'::'/=,'::=~,';, ,'f-;'~)""~ CI-IAJ',I£_ DUCTWORK ------"\~-2 LAYERS 5/B' GIMl SOUND !SOLA TION SURROUND 19 3/4"• l'-0' Cl 23 1 1·•,_---'i . 1,,.----____ _.,.j l l------------------.1 : l-,,-----~_, . t~--~, . r~, ; "~ "·i r.,..,. --------~-\. __________ I ·-r~~-: ------.) r-----" '-~--~,_, 1 __ ! . L ~: --·1 ,------>ii \..._.-----,. ~-----SUSPE\SKJN 1<00 PER STU::::TLRA.L I 3/S24 A62 ,----CANTlEVER EENT FLATE FROM WALL !£YO!\[) (REF, l8/A62l ,-,--1/2' CEMENT BACKER BOARD OvS< 8' I 8 GA, I 518' ,°lANGE JOISTS • I 6' oc WI 3 I /2' BATT l,J$U_, ,--1-RLL -I-EIGI-H BRIDGING AT HALP SPAN 7'-6" AFF~ BTM. OF.SOFIT t'" I 8 GA. S'ENT PLATE I l/2" I/','/ 2 -,i r OSMS PER STUD AJ"O 2 -• ! OSNIS PER JOIST ------ii2. RES1LIENT Q-jA-N'fiS eJ 6"00 A.ND 12) LAYERS GYP, --------'/VALL BEYOND OORNER SUPPORT ENOLOSURF (RM. MECHANICAL I 5 9) 3n . = . ' o· ! - C098 ~FACE OF FINISI--ED COLUM'-l Ii, 5'-8 314' NERIFYl ' I., 4~.,, 4, 16 • ,; ., EQ, ., EQ, , . A',, A62 ,, . ' I 1 /2'0 BAR r2-IIZ~ RAIL . ?• " -I I ' I . "' '-V r--11 ·x, 112' BAR :== ' N I 2')( ~14' BAR ' I= -3/4 ")( -I 2" BAR "" ' I= "" "' ~ :I---. -. -< -.> "' I= ll)L _J ' <( ::, • I= iD LPcUG w ...... D ;RODS- iYP. ' c--1 I= :,., '/ " I '-11 . : ' 2., 112' 8) ' - • ' -' • ik' ~ ~~--~ ~ 5 -\ GUARDRAIL GRANlcE < -· b1_1-·•1· L,l13'jl' -' 62 ANCHOR -· ,, ' I r .; ~ GUARD nAII~ NOTE, GRIND ALL WELDS . SANDBLAST K -'-:-A'-'N'-'D"-'S"'k-"OP"-. _;,P_;_R;;;_l/v\Ec::__'c;.A_;_N.;:D;__cF_;_IN_;c!S"'H'-'-P"-A'-<NT-"-----'-l'--I,3'-:-,;I I'· I' -0' C040 "' "' I 114' A62 ,,-f~-,-2 -! 12' 0 MAPLE RAL 314·,2 -l /2" S1EEL BALI.JS1ER -t----I /2', 2 -' 12" BAR RAIL GUARDRAIL SECTION FULL SCALE C041 ' i':I -' GUARDRAIL 3'• I '-0' 0042 I -3/8' SFCTI0N GUARDRAIL FLlL SCALE 0043 4 ,--------CAWtl' 6' ~------114' X 2-112' BAR RAL ~-~---314' X 2-112' BALLJSTER ,------1/2' 5.EEL PLATE ,----1-1/4' M:l<TAR E'S) ,----1-114' GRANTE PAVER ,----<ECESS SLAB 2-114' AT ?AI/S? LOCAT100 off Sf-11 , A I J. 2 318' i----G'rl', BOARO PER RN. 5CIR>, I '-t-'--t----83\"" S1l , Fl.A ac ~-++t----McT,\L FR.l\MIN:; NOTB GJ=i\l SI-Wl BE F480CA1El USM; AISC ST MDA'iDS Fa< ARO-HTEC•ll¼l..Y EXFD5ED STRU8TlRAl STIR IA, E. S, S, I ANCHOR DETAIL 3' n 1 I 18" rt----COtN'ERS.,N< INTO V\JCOD FASTS\ERS A62 A62 I J4'K I -I /4" STOCK waD TO BALc'S1ER TO FORM A/'.GLE BRACKET 31: 6 v HEAD ELEVATION 16 A62 <f) w i iJi ,:; ll. CY w <L BOTTOM OF CONCRETE SLAB ABOVE r------------7~~-~i,-FIRE DAMPERS PER MECH, DWGS, LIGkT FIXTURES 'NRAPPED W/ I -HR , ENCLOSURE ,-.-,----PROVIDE COMPRESSION STRUTS AND 4 5' BRACING TO SLAB ABOVE, 2-112', 25 GA, MTL , STUDS . l, C , B , 0. J>22 74. nP, SECURE WI RAMSET PINS, ;,---: -HR, ENQOSU<E ASSEMBL y, 3 5/8', 2 2 GA, MTL STUDS AND RACKS AT 16' 0,C. MAX, W/ 5/8' TTPE ' X ' GYP , BO , EACH SIDE , STUDS TO BE I , C , B, 0 . • 2 2 7 4 RAMSET PINS TO BE OMARK REDHcAD • 2 4 I 5 , LA REPORT •2333 TYP. FOR ALL APPUCA T'ONS ,-r---FLOOR SLAB NOTB FIRE TAPE ALL BUTT JO~TED VERTICA~ AND HORI - Z◊'H AL JLNCTIONS , PROVIDE FIRE STOPPING PER SPECS, I -HR. RATED TUNNEL ASSEMBLY CY 2 ! /2" • I' -0' C037 <fl "' C, :; V A•~--j NOT'2 AT LIGHT TROFFER$ OR Q-1-ER OPENiNGS rHA T INTER- Rt_PT SJSPENDED ASSEMBL y . PROVIDE ADDITIONAL CROSS - RE't-FORCEMENT TO RESTORE LA --:-E:RAL ST ABIUTY ~---8 GA. ~ANGER WIRE AT 4'-0' 0. C. MAX, . SADDLE TIED TO 0-IAI-N=L ANJ SECLRED TO SLAB ABOVE, WiTJ-<N 6' OF EN) CHAN\EL I I /2' CARR,ING G-!A'INEL5 AT 4'-0' 0 ,C, MAX, Ar-D WITHlN 6. OF WALLS . SPUCE C~A~6-S AS REO'D , ~----MET AL RLl<RING CHANNEL CUP , rNST ALL ON AL TERNA TE SIDES. SADDLE -TIE FURRING TO CHANNELS W/ DOLELE -STRAND 18 GA. TIE W1RE AS AN AL-:-ERNATE TO C-UPS -r==±-=i==c,;;;;;'\"=~c:':'=~----PROVIDE MET AL FURRING CHANN::L AT RIGl-ff ANGLES TO CARRIING Cl--lANl'ELS AT 2'-0' 0,C,I V.AX,, START 6' FROM WALL '-----(;J LAYER 5/8" G1'P, BO, SUSPENDED GWB CEILING 3'• 1·-0· C038 ,~----,----STRLICT. STRUT .--~-------I 2 GA, HAr--.GER WIRES AT 48' O.C, ALONG V.AlN -T ' RLI'NERS A62 ~----+-------CONCRETE MASONRY UNIT WALL PeR SRUCTLI<AJ.- r----=---Ix BLCCKNG r------EXTRUDED SECONDARY SEAL s--c--EXPANSION FASTENERS OR SCREWS PER MANJFACTcJRER _,_ ____ 4_'_-,-J\ L 3·x2·x I /2" STL. ANGLE ~ EXTERIOR sru:;co OVER EXPANDED METAL LATH OVER 2' C~ANI\ELS ~--EXTRUDED FLEXIBLE PRiMARY SEAL PER SPEC EXTERIOR STUCCO WALL /OEILING SEISMIO JOINT 6'• 1·-0· C033 1/ERFY W/ ARCHITECT N FRD !----------518' GWB +-----t--tt---------.-ETAL RIAWI\G "ER PWTTTION ITPES DIFFUSER @ S~EL VING ALCOVE I -1/2'· l'-0' C034 PB<IMETER HANGER VVu::?ES AT ALL RIJ'.NERS AND 8' MA , TS ADJACENT TO WALLS----. 6 A62 STUD ORIENTATION TYP·, ¥•-MAIN • T ' RlJt>H3< CROSS • T ' RUNN\ER LA TERAr SLPPQRT OF 9 !$Pe..'G-ED CE1UNG I , SUFPOR, MAIN RU'Jt-ERS AND CROSS ' T ' S ALONG FL.LL I-EIGHT LOAD BEARl'IG PARTITION AT 8' -o· O,C, AND HOLD 518' CLEARANCE AT AD-iACENT WALLS, 2 , WHERE CEILING LOADS ARE LESS T~AN 5 ?SF AND NOT SUPPORTING !NTERf(JR PART1TION, CEILING B<AOI\G $----l.t..LL 3E ;:::,ROViDED Bi FOu:2 NO, ' 2 GAUGE WJRES SECURED TO ,HE MAIN RUNNER NCERSECTION AND SP_A YED 90' FROv! EACH OTl-lER AT A,GLE NOT EXCED!NG ct8~1±8N't'iL T~s~1Wr ki1N~'t s'2/E[~BE ~'5.5c1'ED i 2' -O' 0. C . IN BOT!-J DIREColONS WITH TI-E FRST POINT MAX , FOUR FEET FROM EACH V/ALc , A TTAC~MENT OF TH= RESTRAlNT W•RE COtvlMENSUs'A TE WiT!-J THE LOAD l,VPOSED , (UBC SEC, 4 70 ! (E) AND lEC STD, NO, 4 7 -I 8) SUSPENDED AOT CEILING DETAIL 6'• I '-0" 0035 GALLERY 3"= i'-0' C039 ' I . "' "---'+---518' GWB -~ ~r-~ FURRED BEAM BEYCW ~~---------~-/__,,--1 -------- ~--5/8" Gl-'~B OVER 5/8" PL YWD , OVER MTL S1lDS ,! ___________,,._ .~~-5/8" >DW:J, PAINTED ',: BASE BASE E TOP RECESS 0 3 , , UG!-ITNG FIXTLRES WEIGe!ING LESS Tl4AN 5 6 POLNJS Se!ALL BE SLPPORTED D,RECTL Y Bi' MIN , OF 2 -I 2 GA , ,!ANGER WIRES IMAY BE 5LACKI LOCATED AT OPPOSITE CORNERS OF H-IE FIXTLRE A'D A TT AO-!MENT TO THE STQUCTLRE ABOVE, QJSC S(E)C. 4 70 I IE) AND STD, NO, 4 7-18) 4 , DISCONTINUOUS ENDS OF CROSS i<'J','\IERS ANO MAi's RUNf'.ERS SHALL BE VERT!CALL Y SLPPORTED WITHlN 8' OF SUCH ENDS, 5 . VERTICAL COMPRESSION STRUTS SHALL 9E INST AcLED AT EACH CROSS l<'JNNER INTERSECTION WHERE LATERAL SUPPORT WIRES ARE INST ALL.ED , WHERE TI-E DISTANCE BETWEEN T'-E CEILING GRiD AND TT-IE SLAB ABOVE !S LESS THAN 8' -O' PROVIDE Ot,E 3 · 5/8' ( 2 5GA. l MET AL STUD WIT!-J POWER VQ1VEN PIN •3330 ICBO n I 147 TO SLAB ABOVE, W/ n 6 S'i<'Y'~\IALL SCREW TO CEIL;NG MAIN I Rl.i,"'J\JER AT SP:....A 'r t::U COR:'-ERS . F DiST ANCE BETWEEN CE:LING GRD AND SLAB A..-"OVE rs 8'. o· OR GREATER ' USE TI-E 50--EDULE BELOW FOR STUD SIZE= • i 0'--0" 1 TWO I -5/8" {25GA.) METAL STt.D , I 5'-0' TWO 2-I /2' (25GA. i METAL STUO •20'-0' , TWO 3-5/8' 125GA.l METAL STUD MET AL STUDS MUST BE ORIENTED AS SHOWN AND CONNECTED EVER, I 2' ALONG TI-EIR LENGTH . 7 A62 SLPPORT PR0£CTION S GREENS MENDATIONS E PER MNFCTR, RECOM. FROM STRLJCTLRE AEOV \ REAR ~ROJECTION SCREEN LPER SfEC THEA TrrE UGkTS P!cR ELEC , \ Q;•: Y, SLPPO!T FROM STRUCTLRE ABOVE ---;---5/8' YP, OVER 3 518' MTL, 'I' STUDS! j ~----i--FRONT! PROJECTION SCREcN i • -6~ I; f------·f PER s.'EC l' -~----r--CURT AN TRACK • Mou,ic TO ,r-~----3·_-_o_·_ CONT. DOLJaE 3 518' STUDS ',!, W/ SI-IT MTL, SCREWS 4'-4' ~-q· lc•:l':~==========l==:;'jjp3i~"i:R?2-A'sc:'s. L; -;ARTITION GOORS• REF, ;ro DETAIL 21459 PROJECTION 3/4"• I '-0' C036 SCRt:ENS @ PLATFORM s A62 FASTEN JOINT SEAL TO I , BLOCKING -~ 3· 4 7 /8' 4· EXTERIOR STUCCO JOINT @ VV ALL 6'·i'-0' C029 ._, ' ! '° ' -- I ' ' ' [ ~c _._ ! ~ i • r 7 ' ' L 'I ~ . 11: Jr NOTC!-J CONCRETE MASONRY WAlL AS REOD . EXPANSION FASTENERS OR SCREWS PER MANLFACTLJRER \_---L __ EXTE;;>:OR STUCCO OVER EXPANDED MET k LA TH OVER CONCRETE MASONRY LNIT WALL PER STRUCTcl<AL --EXTRUDED FLEXIBLE PRIMARY SEAL PER SPEC SEISMIO i J i/ ' ' r 2 LAYERS S/8' GYP, BO, 3 5/8' STUDS USE 2 112· sruos o w 1 2 COLIJI\IN PER STRUCTURAL DRAWINGS CORNER BEAD INTERIOR COLUMN CLADDING I-112·•:·-o· C030 , . ' ' ,,. r-, "' . -- - ' r- f' '" . f' -- ' ' INTERIOR DETAIL 3/4'• I '-0' C0'.\2 I 5 718' , . ~ - " 4 0 V v ,, 4 Q ,, 4 " . I ~ ~ I I I I ' j ! "- CONCRETE COL, , UN= PER PLA'I r- I I 12" FURRING CHANNEL COt-C. COL , PER STRUCT , SEISMIC JOINT COVER C CEILll\!G STEEL COL . PER STRUCT , SEISMIC JOINT COVER "ER I 0/ A6 3 . SEE SPEC SEISMIC JOINT COVER . ABOVE - 3 5/8' STUDS 2 :__AYEQS 5/8~ G:"P, BD. W/PLASTER SKIM COAT CORNER BEAO OOLUMN 3 A62 2 LAYERS 5/8' G'iP, BOARD '.\ 5/8' STUDS AT I 6' 0, C, ~--+-BATT SOUND INSULATION AROUND COLUV!N ENCLOSURE Date: 5-15-91 Job No.: 96013 5-15-97 PLAN Cl-ECK SUBMITTAL 6-20-97 PLAN Cl-ECK RESUBMITTAL BUILDNG PERMIT 7-15-97 FORBIDS 10-20-W FOFIFEBO r Carlroad City Library Cardw~cGraw Archi!:ects Architecture Piartning Interiors DETAILS A62 1221 Second Avenue Seattle WA 98101 206 622-23fl 701 8 street !1200 San Diego CA 92101 619 231-0751 • hooooo tTooooo ' 00000 00000 00000 00000 OOQD ,,--+-+-+-VENEER PLYWOOD ,,-----t-t-,::i--STAGGER".D PATTERN b 3;4· DIA. 1· o.c. (51 i OPEN) <O (AT Tel5 PMEL 01-LY) N G---t+-+-Q-ROME FASTENER c GROMMET f---~------'---=}1r-"J 314" SOLID HDWD. EDGEBAND 1----+-5-· --o--------'-'L__..i 1 REFLECTED PLAN I 0 .....__ REF TO 20/A63 FOR PAl'B_ Sl.FPORT 2" a.ACK FACED DUCT IN8JLA TION ,Ccl-P.0/v'E FASTENER PER 1 8tA63 3/4"x5l8" SOLID elDWD. EDGEBAND 5/8" VENEER Pl YWOOD -PERFCRATffi AT , ABSORBER PAl'EL , (SOL[) AT REFLECTORS '--REF. I 4IA63) ' ' . •' . ., - ~ --. , ... - ' ' ' ' . ,_ .. --· - I r, 4 5/8" yp ~ 1·-0· ,, • I < > <O -"' ' ' . \ ., . ' ... .. l ' <O . .; -"' "' ' ' ' /. j , EDGE TRIM, TIP, G"YP, BO. PER FIN. SCl-8), lvE:TAL FRAM!t--G 000\ER IDM, TIP. I .----PROVIDE BLOCKING TO SECURE ~-SlJSPENDED ACOUSTICAL PANB.. LOUDSPEAKER BRACKET, I /4"x6" STL . PtATE W/ I i 12" DIA. PIPE STRUT , ALL CONT , WELDS , GR!ND PRIME E PAINT , LAG TD SOLID BLOCKING (81 SCREWS 6 "o . c EA. SIDE, l/4"xl 3/4" \ 23• ' ' \._ SQf+'iT BEYOND --- l / 2" MTL REVEAL (FRY REGLET DR!v'F -6 2 5 -50) OR EQ . , PAINT TO MATCH COLOR ABOVE ~----LOUDSPEAKER, WT. ••I -I 50 LBS CABN"T• PAINT TO MATQ-l \c✓ALL BEeliND ce ABOVE) -~-----112" x 5/8' MTL REVEAL REVEAL DETAIL 3"c 1 •-0• !FRY REGLET DRM -6 2 5 -5 OJ e (FRY REGLET JR/vF -6 2 5 -5 0 AT BTM OF SOFFITl ~~ GWB SOFFIT ~+------2X CONT, BLOCKING T""'----'-----5/8' GWE IALL SIDES INTERIOR OF RECESS OVER 3 518" MET AL STU) , COORD . DEPTel l..._-'--1------LOUDSPEA.<ER, 36'HX22"\Nx i 6'D, BRACKET BY 50..N.) SYSTEM SUPPLIER PROVIDE BLOCKlNG ~-t------REMDVEABLE ACCUSTCAL "AEJRIC COVER TO VATCH ADJACENT PANELS, VELCRO FASTEN TO BLOCKING ~l\~-----ACOUST'CAL FABRIC PANB..S PER NTERIOR ELEVATION I /A32 SOUND ABSORPTION PANE COVE CEILING LOUDPEAKER MOUNTING OR EQ . , PAINT TO lvA TCH COLOR ABOVE 9 LOUDSPEAKER RECESS (TIP, OF 2) 5 A63 (AT Tel5 PA.'-.EL DNL Yl C069 ~ LJLJLJLJ 3"• l'-0' 0066 3/4'• l'-0" 0063 :.;JJ---,-~--++----------Fcf-CI-R~ FASTEI\ER, TYP ------BEN'T PLATE 6"X3'X I /4' REF. 20/A63 ?JSS Ml0"1=-+-+.--~ b @ ~ -.0 i -0 _, : ~f /: ~-c 5X9 PERI.IE16< FRME THREADED ROD REF, 201A63 3 i /2" I 8GA ( I 5/8" FLANGEl CLRVED JOIST • 24" 0C --, ~:::::::::=\ '-+l---+-CROSS-t.Eta31$-SIM"SQN 'A34' WI 2 - 3 112' X 18 GA. • 10 SMS TO JOIST AN:l o 5,ia· R...AN:;E 2 -. i 45• rnA. I-I.IL.Tl o' / ,-.----EE'JT PLATE 6"x3"x5/8" REF. 20/A63 'f,, ;-- C5x9, PERIMETER e CROSS FRAMING --GRIND WELDS , PRIME E PAINT QIM3.l JOSTS 2 4' \1311K' NALS I IC80 • 2 _3 8=8---\---.?--1, \ OR !::Q . ) TO C~A,"-.,!\JEL -o \I I GROMMETED CWOME FSTW AT I 2"o.c. C:i::f. \0 S."IASl REF, 18/A63 FOR SPONG DRILL PILOT elOLE FOR I FASTENERS • PERIMETER ChANt-.EL ~--1-OPEN TO ABIOVE A63 ~---ie!R. FIRE BARRIER (F9-88l PER U , L. DESIGN NO , U400L • RA TED ASSEMBLIES SEISMIC JOINT · ,,___EXPANSION FASTENERS OR SCREWS PER MAl\l.F . RECOMM5'-IDAT!ONS ~---ALUMINUM SEISMIC COVER PLATE PER SPEC / ' I PANEL JT. LCL.RVED 5/8" GWB -------.---~ ~-t--EDGE OF CEILING ~----------------GYP, WALL/CEILING CONST. ' ' FRAMING ! 9· , I 4' -0" MEMBERS SOFF;T ABIOVE PLATFORM l :D: OF CE~~2 EO PA~ . --ROOM; NOTE, ALL PANELS 5. -I O" WIDE EXCEPT ABSORBTIVE PAt-.EL 15'-0-Wl SEE A51 SOFFIT o AISLE T1P . CEILING I/ 4" • I ' -o· C093 PANELS PLAN DETAIL CONC. DECK ~----t---'s:c-i!-tt----MASQWY WALL ;---20 GA, TOP AND BOTTOM CHAl"-NEL ~-CONC , DECK 5/8" GYP. BD, WALL/FLOOR CONNECTION 3" • I' -o· 0070 Of.lANI\EL ABOVE PER STRLCTURAL---"' 311 6. DIA. AIRCRAFT CARE WI CAELE CLM!PS ~ rr==\___ CHAN-.JEi.. ABOVE JL.1,,--\_ PBR STRUCTURAL EQ•EO· +LOCKING MJTS ~~ 1/2" Ti-i<EADED ROD I 112' T>-READED ROD 6" ;,: 3'x I /4" X Q'-3' BENT fl.ATES 0 \ ~~ \ ~ '', LOCKlNG '-UTS J ~ ...----, C 5x9~ \o ABSORBicRIREP-ECTO< PA4::L----~ PANEL SUPPORT E; BRACING NO SCALE 8071 ' ~ -....___ 518' VENEER PLYWOOD WI 518"X3/4" SPLII\ED SOLiD HDWD . EDGEBAN:l ISEE I 7/A63 FOR ABSORBTJVE PANEL DETAIU T1P. 6'• 1 ·-0· C092 r~ < > i PANEL EDGE DETAIL A63 .. " 203'-9 1/2" ~ __ ,,,_ -" = TOP Of DECK < > ' -"cc, I i·-o· A.F.F CONSTANT b ' " - C---<i.i11 ~ -+ .., 9'-6" A.F.F, ~ i 110' ' ' k t 1 ,._ F;__JQRESCENT LIGHT FJXTU<E PER ELECTRICAL TYPICAL METAL FRAMING SLOPE VARIES GYP. BO, CEILING PER FINISH SCH::D . SEISMIC INTERIOR 6 ·• I' -o· 0064 JOINT @ GWB WALL/CEILING PER Fl.DOR PLANS --- -------PLASTIC LWilNATE COI.NTER SURFACE -----3/4' PLYWOOD COLNTER ~--WOOD STOF --"l'VRAP Pc.ASTIC LAM . AROLW BLLLNOSE : -112' DIA . BLLcNOSE COVE CEILING RESTROOM COUNTER EDGE DETAIL I I !"• 1·-0· 0067 r SKYLIGeff~OPEN-:...::,_!NG-"--"'=:..c..-._.:2.:_::_.c.____ff\, STRUCT!.RE _ 12"·0-SKYLT. R.O. 5/8" D I 0 0 --+-SKYLIGi-lT CURS W/ 6" STLOS D LOUVER AND \ / L ~z~~'ci~:JJ c::::::,;:~::i::====1 v1,ii Ox l 2 PER ----" • STIC:IJCTLPAL -INTERMEDIATE SUPPORT PER STRUCTURAL AT CENTE~_IN= OF OPENNG MOTORIZED LOUVERS @ GALLERY 16 1/2' 1 ·-0· A63 0068 1 " 1 · -o· C046 ~---REn.R, SfLCO NTO SLOT ,-----STLCCO CCR>B! EEAD, TIP. A63 -::><...:"-~~---SM. m. F.l\RAPET TOP 81A59 ASSEM'i.Y 1/2' N 12' STUCCO/CMU SLOT DETAIL @ DECK~ NTS C 128 A63 '-' 3/4"• 1'-0" 0059 ~------fl)W[), FLca:m; ----3/8' RA[)lfl'D FR(:MElJGc N <! BULLNOSE AT 6"• I '-0" Cl07 COVE LIGHT 3"0 1'-0" C061 i . ~ _..---- ~ ~ ~ -- ~ = ~ ~ '--t+-crl-------,-I, ll.OCKNG <! 4 PLATFORM I' -0" 7---LIGelT FIXTLRE fcR 8.ECTRICAL b ~-~ 2 -I /2" ~ AL FRAMING ~----GYP. BO. PER AN, 50-E!). MET AL S--UDS AT CORRECT WIDTH TO ACCOc-i;'AODA TE CABII\ET 2 LAYERS 5/8" rrPE X' GYP. 00. GUE GYP. BD. AT BACK OF CAai'-ET REOESS CABll'ET ENCLOSLRE I -1-lOUR CABINET ENCLOSURE 1-112·-1·-o· C062 ' ' t !', r+',, -REAR PROoEd;TOR• , MOUNT TO BACKER f AS REO"D. I ' \ \ \ \ \ ' ' I I 'I'_ Vl°l,'~L{&l?k~T<JR \ ' ' ·,, ' ' ' ' ' / / i 34' W , 30' H x 36' D (NO TOP) 3/4" VENEER PLYWD OVER 314" PL YWD WI I' HDWD . EDGEBANDS ALL AROLND. PROVIDE PIANO ~INGED , , SIDE PANEL FOR ACCESS \~-PROVIDE 3/4" x 241-l x 30" W MDF BACKER, ATTACH TO STUDS BEHIND ~--PARTITION AS SCelEDLLED WALL MOUNTED VIDEO PROJECTOR (2\ I/2"•1'-0" A63 CI 2 7 '-/ l . ' ·-D • ' . SECOND 1·-1·-o· C056 • • " . FLOOR HANDRAIL SEE {£""j ~ ~--+---GRANITE BASE STOP 4" 4" FROM FACE Cr COLUMN r-+---9' W GRANITE FLOORI\IG • SET IN I 114' MCRTAR 3ED :-': PROJECT EDGE 3/8' PAST I FINISHED WALL 3 • ----WF AND STEEL CLOSLRE PLATE PER STRLICT. ,....__ __ 2 cAYERS 5/8" GWE FINISH PER 50-IEDl.lE BALCONY EDGE ..----1+---------t---5/8. GIP. 00. -++-,>i----~----H---TWO LAYERS 5/8" GW. ED. I /4 . "' W>-ERE 50--EDU.ED r+t--------+---CONTINUCUS SEALANT BEAD ,-------+----718" GRANITE BASE SECIJ<ED TO WET AL STUDS FASTEN a-12" O.C. MN. W FER GRANITE SECTION ,-...--~AL STLOS e BOTTOM TRACK ~-----+----CONTNXJUS SEALANT BEAD W/BACKER ROD AS REQD ~---,1----GRANITE PAVlr-.G WI-ERE OCCLRS GRANITE BASE DETAIL • 6"•1'-0" 0057 " • ' .. • • ' • • ' • ' t------~ACE OF OCLU\'N · BEYOND ~-----c+-----CARPET z------+-----GRCUT I 1/4' GRANITE· PcOORlr-.G PAVER r+----FU.L MO<'TAR BED • OEPRESS oc=TE· ~--5lAB I -112" "' - GRANITE FLOORING @ MAIN 1-lALL 4 FULL SCALE C058 A63 Job No.: 960' 3 5-15-97 PLAN Cl-ECK SUBMITTAL PLAN Cl-ECK FESJBli.lTTAL BULD1NG PERMT 7-15-97 FOFt BIDS 10-20-W Garlsbad City Library Cardwell/McGraw Archil:ecis Architecture Pia.ming Interiors DETAILS A63 1221 Second Avenue Seattle WA 9!!101 206 622-2311 701 B Slree1 i200 San Diego CA 9210! 619 231-o751 CB \ \ --S"fA;~ LES$ •s-n;~L _91..cli 1n "':< t1< _._ i/et LIGHTING FABRICATION -ARCADE \ <::-f-fL.lJ-SH W9. ---'i'<:➔ 3-,,..__~~ -PE:!?. -='-'"1E:DU'...E ACOUSTICAL WALL PANELS ' I +--t-!: ' '-' --,l-----e;;e",., ~-.1 2.,s N , ;,..-r. 1,c:: w ,_, I'' e 11.M l!>O s !E-:-c-NDU7n '-AL N~ f',4.;E'.L.$ li/.z..' ~'o11 h I':'"~ c~ ~-- L _ -l>)<'."~>'i-OF' \ PISl"LA-f</J L n~ iN"T'. !>~~\/. '--CfiAI "-i<AIL MILL F;20N MAPl.E STOGI<.' SfUNE -? 6u..iE-_; ~Alt-J..,.. IO MA"T, ri Wk.L Pi'J--.~L F,'-3121<:. --"'°"-,',.2<'.;-,_ CHA!R / DISPLAY RAIL 'Cl<cl;AD~ D :S"rJDs ..,, -r-iN EPOJ(. "!" 6 u 1n Wt.1<-H 6e:.w-J ;Jc .::1 u.. FAsn;:'< IE 'ti/ ST STL NUf-<., --:-I"""-~-~-~----*--;;~ ~ I 3" , 711 Gr 5fc. S/>-o,i:: f'l.>-TEo 3,16" ., I• I ------vii : I L-,,-- L I"'' ---- C -' --------- A. ED WALL PANEL DETAILS CD STL.. 9.-1;:::t,V"H-J& .l Wi?. !OP, Ncl,C, ' L I I ' ~ I I _j ! :ve'</> eoo ~-r ,; 7 -' 't; ' ' 2 , MAIN HALL PENDANT FABRICATION 0---, -1½,i•= I '...oM - -('I ' L TYPE 'A' -UPPER ;yr oF(:24) TYPE 'B' -LOWER 1\'f'. <>F (io) PLAN VIEW ' 7 J 11----,, lit----:'»1.ZOUD ~ , 1' fl><n.l~E:S ft.Ii: E.L~- i 1' 1 u=e: Plt-1-" TE A l.l. 1:>l"'-S. : I i FrfTIN<>':> , I ' L ~ ~--______ _J l '! fl'-"-Mlf-JG , S,LlP LO<:>,T1oNS ~ =~t.'T!e.WCTION' g~"'-E-47' A~e.MS_-!"' -l/.c;-11 :::,Ii-. PLJ-.-11::: / -coN-!""-WO\oi~ V~!'L..~.,-6RINO s,y.OO"'fH.,, ::;,ANP&,lj67' ~ PAINT (('.OLQII: l>~Je, A~l~7') ' 5Hi<<>Ui:> ,'6.,e.M:!I'\..-~ -;/B ' $TL-. PLA;i:-_, cSIM. To f312,~ET-,, A!!oVE:, i+ __.=-~L-r~~ ' I ! -I II) <(j H L-L:::r-1 Ll D □ I □ FRONT VIEW + .z1 ,2_h ,2..'I l C j. f T r i 1 - "' +-- i I : ' I'+ r ,o ' 1 j 0 £,0012 p.}-J A. """"i O ~ : ~aa:::.i:::.-uP l i) OF l:A."-H ;:';~·n,.12~ W/ £-L..U."!"elGA""" Cc:lM~t-J:E:NTS-f~lo 2.. -ro r;,..e.-e1c>-.-1oj.J ~I?, l::'.,E.'-/lEW OF I LIGHi'SO-L..112-CE 1 ,:.oo~D-'-iA'."i; w/ t,\.L::,. ~lt-1.:CS i N'P~i;.1.£ =D!:-;; - ED MAIN HALL BRACKET FABRICATION .,; I I I I I I I I ! I I ! I I I , I 1 I I I i I ------------------ FURRED HVAC RISER ------ ------ / I 1 I I I J ' _,, ~ / ~, ,o ------' o, 0 -----. ,/ -----------. / ' : !1 --------- ef I 0 1' a ,. f! I 1-1l ,0 " I IL___,.. " ' ' 10 1, ' I I lo / I / ' /' " i / ISOMETRIC DIAGRAM -UPPER :' 3' MAIN HALL BRACKET FABRICATION ' I 1 vzi•.:-l'-o~ ~ , - .. M-;:e -16 { C, 'i. ::. s ',( zow) . -.-L_J·tt---~-Ml:·',;, (&E l,<o~ zow) SIDE VIEW Job No.: Carlsbad City Library Csrdwem/Thomas & Associates McGraw/Baldwin Architects Architecture Planning Interiors DETAILS - MERIOR 1221 Second Averue Seattle WA 701 B S!ree! San Diego CA 11-.:no:cz,o 98101 206 622-2311 92101 Sl9 231-0751 / 3/16 ~----'----'~-wr PER STRLCTLRAl // Lf.---5i8" .. DIA. FEMALE INS8<T ( TYP. OF I 21 \--I / 4' DIA . AIRCRAFT CASLE WI CAEI..E CLAfR AT EA. END, (TYP OF I 6l '-----.,L-5/8' DIA. H-IREADED ROD (TYP . OF i 2 l SEE PLAN FOR LCCATIONS '--~----'I ITTP OF I F I Ol TS 6"~2':ii:l/4' ~-----1 114· DIA. HCt.E FOR THREADED ROD LIGi--JTING FRAME MOUNT DETAIL ill') 3'• 1·-0· CI 35 TS 6'x2"x 114' lT,P OF IF I OJ HP . EA . SiDE>--,-,,----.-J 3/16 INTERSECTION OF FRAME MEMBERS 3· .. 1 ·-0· Cl36 LIGHTING AT GALLERY A63.2 __,. 6D A63.2 __,. aNTBI BRACl<Ef• 112· ST. STL. BRACKEf --- (CENTBI BRACl<Ef A . I CF Dk'\GRAM 4/A6 3 , 2 FlACE AT f.fJ SPAN! 4'X4' CCPPBI Tl.EE BY ARTIST. FELD Cl1I.L 2" DIA, ~ TO TIGt-lTEN 0 N . .H, COCllD. WI ARTIST C N:JTB ----WALL El<ACKET EEYCW I ---EPCM 5EPARA1U; SEE!, HP. 0 \ NOTB 112· Dk'\ ST,STL. M . B , , HA"il TIGIT / WI D0..B£ NJT ---'· "X4" C()FFER T:Jr EEYQ'\O ALL ST. S'c. BRACl<ETS, A.A TES o F ASTB>ERS N GEl'-B<AL -CON1RACT ANJ FER Sll<LClli!AL PROVCE EHJM SEPARt. TION B1WN. ST, SK, ANJ CCffS! AT ALL BAO<lt\G A.ATES ANJ FAS,a-85 FBD CQLL F~ en.ES A'll ?ROVIJE □RAN"-GE l-0£S AT CCf'PER Tl.ff, FELD CQLL, oxro. W/ ARTST ARCADE TRELLIS• DETAIL SECTION AT CENTER BRACKET 3·. 1 ·-0· Cl 25 ~ WINDOW OPENINGS , n"P , ~--PROVIDE ( I OJ WALL BRACKETS TO BE LOCA -ED 3Y A'2TIST WITHIN DASHED AREA LATTICE A TT ACf--lMENT DIAGRAM ELEVATION NTS 0126 I \ --~C=ENTERUI\E OF _!3LACK BOX "--~--_ \ 96' A.F.F REMOVEABLE CAMERA MOUNT , N , I . C . ASSEMELY TO EE FLUSH W/--.../ EXISTING WALL WHEN '-!INGED COVER PLATE IS IN CcOSED POSITION 2'x2'xl 18' STEEL ANGLE SG'EWED ,O S,UDS AND PL YWD . BACKING I- I 0 3/4' PL,WD, BACKING-----++0~- FROM STUD TO STl.D, 112' MIN,) A TT AO-I BACK BOX ASSEtvELY W/ ( i/4"x 114• LAG SCREWS SEE SCHEDIJLE FOR PAR,ITION TYPE CAMERA MOUNT PARTITION AS SCHEDULED•-~ DOU3LE '.f METAL EDGE IALL EDGES OF PA"cLJ PIVOT POINT-----_/" NOTS STEEL ANGLE AT BTM , OF PAI\EL -TIGhT \ TO WALL AT END CONDITIONS ---'----' 2 LAYERS 5/8" GWB----------' \ RADilJSED STEEL ANGLE-4"x4"x i /) (AT TOP AND BTM . OF PA,'\ELJ wf 3 518" STUDS AT MAX. 16' Q,C.'-~------' NOTE, D Ar-EL D!i'v'1 . PT . SEE PLA.'-1, I /A: 6 FOR RADIUS OF PANELS R!=FER TO PLAN i /A I 6 ACOUSTIC WALL PANEL AT END CONDITION 3·. 1 ·-0· Cl 24 A63.2 __,. A63.2 __,. A63.2 __,. 6u A63.2 ...___,, 0 -t,Qre WALL BRACTET, 518' ST. STL. Pt.ATI: WI 4-518' DIA. ST. STL.+----H+-+ TJ.-REACED mo5 WI N ALL ST. STL , BRACKETS, FlATES ( F ASTB>ERS N G8'ERAL CONTRACT AN:J FcR 5Tl?cCTLRAL f>?O\ff EPCM 5EPARATCN B1WN. ST, STL. MD COPFB/ AT ALL BAO::N; PL.A TES AliJ FASIBERS SWSC<"-l 'SET" ADI-ESl'I!:, a'll-5' (ER-5279! (J:! EO'-'-. _.,_ • 1-----'k-'--i---~ • ELEVATION CM.I--------~ 1· •l''O' 2 112·, 2 112' , 114· ST . STL Tl.ff B<AQ:ET 'M<AP WITI< EPDM FCI? SEPARATCN CF D!SMlAR ---1,'£]AL5 ,--111" DA. ST. 511.. M.B.cy-;r--r-r--,1 \\ 518' ST . SR. ?cATE WI 4-5/8' DIA, ST. STL. I Ti-l<EADED ROOS WI \ SM'SON 'SET .'-D-ESM:, EMl•5' (ER-52191 a! EQ. , -----T-- ,:..;..,,,_ --+----7 -- --~ 4_ _______ J_ __ 114 ~-----3· ~ 3' :i:, 187 COPFB/ TU£ FRl<M: Bi' ARTST 1// / LATTICE A TT ACf--lMENT DETAIL AT SOUTf--l ELEV . 3"• 1 ·-0· Cl I 2 A63.2 __,. L__-+-------L-ftS;J--:;7'--GWB SOFFIT W/ REVEAL AT EDGE , <FRY REGLE-T b + '· I , + I _. -1 I I ! + DRMF: 6 25-50) -----~-PART•TION WALL PER SGEDULE ~1+---"---,L..--BRACING TO WALL AS REQ"D , i ~-+k~=-=· f-------7"-RADIUSED STEEL lJ) ~ <J 4'X4'X I /4' ANGLE FRAME, WI 3 518" STU)5 AT :6· O.C. RA:JIUS AND CA1'.'T PER PLANA16 WO, BASE PER SCHEDULE DOUBLE '.! METAL E9GE AT ALL EDGES OF PANEL ___ ,,- QETAL 6"• 1 ·-0· ACOUSTIC WALL PANEL @ BASE G') I -112"· l'-0' 0065 PANEL DIM. PT, ACO~T~N. I/A! 6 I ---PART!TION AS SCHEDULED ·/:p!~, I t--.()TE, STEEL ANGLE~T BTM . OF PANEL -T!GHT TO WALL AT NSIDc' EDGE 2 LAYERS 518' GWB L..__ DOLELE '.I MET AL EDGE (ALL EDGES OF PANB..l ~ '----R ADI USED STEEL ANGLE -4 "x 4 ·x i I 4' (AT 7QP AND BTM, OF PAN8...J W/ 3 5/8" STUDS AT Iv.AX. I 6" 0. C. WALL PANEL AT OVERLAP 3'e 1 •-0• CI 22 A63.2 ...___,, ~ ALL ST. SR , a:IAQ(J::TS, Pt.A:ES f FASIB-ERS N G8'ERAa.. OJ'-ITT?ACT ANJ FER SWJ::lli!AL FROVCE 6'CI.I SEFARA TICN EJ1W;I. ST. STL. Ar-D COPFB/ AT ALL BACK!,.G Pt.ATES AMl' FAS3-ERS 1 • I 5LlP .JJM (GREASE I \, 3..0TTED IUE EffORE / OCl.T NSTMATICNJ ----' 112' ST. STL, A.ATE ----' 6' 14 GA, { t 5/8' Pc..Ad\lGB 8..0CKI~ WI 4-• I 0 SMS = WxTICAL · \j / S7c0 I TiP . AT TCP AN) ITTM.1-------------' ARCADE TRELLIS SLIP-JOINT DETAIL A TT ACf--lMENT 3·. 1·-0· Cl 13 NOTB ALL ST , STI. , BRACKETS , PLATES E cA.STE'cRS N GBB?Al CONTRACT At-0 ,'ER STRlCTJ<AL PR()\ff EPJM S=P.li.~.li. TICN BT'NN. nF WALL El<ACK8" (SEE !]AGRAM Al i/2' ST. STL. FL W/ 4-1/4' DIA ST. STL. SMS TO B...CKIG AT ST£CO. AT CMJ LJ5" 4-518" Dk'.. ST. STI.. =o RO'JS 'Nl SIIYF'SQ\J 'SEf AJf-ESIVE , EMB 0 5' ff-5279) \i / A63.2 __,. / "/ ·_7·--- / / ST. STL. Al-0 CCfFER AT rn EG. \ v / / / Ale SAa::NG A.ATES ANJ / / / FASIB-ERS /' I_,. / / ~l/2' DIA ST.STL. M.B., IWD / TIGHT 'Mll1 DO.RE NJT / / / / / / 4 'X4' OCPPEP TLEE • / / / !_I. 3· ' ' I i 6 ',.. ~ I {AT AN '8'AI\GI.BWI 2' DIA. JRlLED l-0.ES COCRD . ' .. CCA TO, WI 3 I /2' MArnlE BCtTS, k • , , C:f:'Ll) DR1:.L ' ---:- I ~ . I 7 ' N I ~t I • r-<, I . "' I;; I "' ' I ' --1-i-J ~ I ' i : I ' I I 111· I 5· I • ' " ~ ~ 'CEi'HER BRACKET' _J ! 11" ST. STl Fl. 112' ST. STL. Pt.ATE 6" !4 GA. u 518' FLA'K;EJ B.OIXU\G WI 4-tl 10 \ T SMS PER '81.ICAL SlLD I HF, AT TCP // / / / / ' / / / / / / / / /, / / . / v / / / / / / I✓ / / / / / // / 1/ / / / / / / / I / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \ ., / / : ', \ I A'-0 BTM.l------------ ARCADE TRELLIS FIXED A TT ACf--lMENT DETAIL 3"c 1•-0• Cl l4 ! 12' ST . $TL. PL. • EA .. END • CENTER :BRACKET~ c::· I,;.~ < \ CO. \.--V:-:ulfi ~ co "1, -'l.c'-""!i" .. -ti TYP. CENTER BRACKET I /2" ST. STL. PLATE,Ti'P.--~J A. PLAN VIEW '/4 C. II i l SIDE VIEW I L 'W!NG BRACKET' 318' ST. STL. PLATE PLATE ELEVATIONS D. A. I 5· 0 • D. .2 A63.2 ...___,, TYP . BACKING PLATE 3i8" ST. STL. PLATE B. SIDE VIEW 'WA..L BRACKET' 10 l/8" DIA. 1/2" ST . STL . P"cA TE ..._ _____ ST. STL. WALL BRACKET -..___ _____ SU" JOINT ""'t-_::t=:~fr117li~-------_ j 'CENTER BRACKET _, N A. 2' DIA . DRILLED <0 ~OLE 12 EA . S!DEJ TO TIGHTEN NUTS FEILD DRILL • COORD . W/ ARTIST. 4'x4"x. 250 COPP51 EJBE FRAtv!E BY AR-CIST Ti'P . ST . STL . BACK PLATE !-I-➔-_:,...-_..::,.,,._ 'CENTER BRACKET IA . I )!CENTER N LEG F TR<ANGLE , COORD, , ARTIST) ~L <' t~-l=:,::cc.!~c,.____JI L-' l='--'='l="---- J D, PLAN ST. $Tl. Ti'P . ST , Sll., . '/'/ALL B.~ACKET "CENTER BRACKET ~---ST, STL. NOT8 V\IING BRACKET" FQOV1DE DRAINAGE. ~OLES AS REOD , FEILD DRILL • COORD . WI A"!TIST · .. 0 ~ '1_ ~. 1 -~\jv. 1 / 1 c:o \_.---"'" 1 L 4 'x4 • COPPER TUBE '----'CENTER BRACKET' ~------'WING BRACKET' ELEVATION ARCADE TRELLIS CONNECTIONS DIAGRAM 1"•1'-0' Cl I I A63.2 ...___,, Date: 5-15-97 6--20-97 7-8-IJT 7-15-97 10-20-97 5-15-97 Job No.= 960, 3 PLAN CHECK SUBt.lTTAL PLAN CHECK RESUBUTT AL !ML.DING Pl:RUT FOABDS FORREBD ,;,'o> A .!2¢~--- '• r;1 'dt ,r :J.-~\A.IC'!.,_;..,:/ {' ... , <'}. C/.. Cru1ooad City Library Card'Neli/McGraw Arch.lf:ects DETAILS 1221 Secoud AvenJe Seattle WA 98101 206 622-2311 701 B Street #200 San Diego CA 92101 619 231-0751 4. 5 2'-lO' 4'-6' 2'-10' ' -! -~----.--, ------, ' ~· :.0, 1 I ~1 ' . ' .., -+----t EE-j I ' i8 A64 I _, _l_ [ ~ + -1, .+ ~-----+---------~ '°; BENC~ -DETAIL PLAN (OPP . S!M.) 17 I /4' • I' -o· CIOO A64 elJWD 6JGE ~---WT 3X6 C0t-ff.-~ +-----31B'X3' PL. l>-l----3J8"X l -I /2" A._. FA$Ts,.J EBO-I TO W"i WI I· 318-X I 14' LAG EO...T • 16" O.C. ALL C(W,ECTIC/£ PJ..J.Y 'Ml.DED. GRIN) At{) S-KlP PRI.E / ----(413/8")(3' OOLT WI EXPA~ANCl-al ,k,-,,--~~,__---~!!a#,__..,,.....,. " ; ~ ae'; .!J J LJ, SECTION ELEVATION c SUPPORT ------3/8'Xl -U2' FL 3l8'X3" Fl. 0 C (413/8'X3' llCU I 0 !, 3/B'X6"X6' fl. PLAN (BASE PLATE) BENCH AND TYP. SUPPORT (LOCATE SUPPORTS PER C/A56) 18 E I -112'• 1·-0· C099 B. 6i I DIAGRAM NO SCALE B. ' 3/4' PLATE _J , 6'; • D. 12 C. FLEX!BILE CQl',OU\T T.--IRU 2" DIA. PIPE, THREAD NTO I /2' CONDUiT, A64 ---BCTTOM OF STRUCT . FRAME F-5 ---1/2" D. f"-4" \ 1·-4~ f--------',:.,+f.tc..=...c==-'-'-====--+ 112' RIGID CONDUIT BTWN FIX1URES PB< El.EC . 114 3/16 I • .. DRiLED HOLE BTM . OF STRLCT . FRA'.IE F-5 ~-3/4' PLATE +-,t-t--+--2 I /2' DIA. STANDARD PIPE 't!Jl=:=!l='k:,..J--I " DIA . CNTR . PIPE b ~+-~+---RUN POWER T,.pJJ I • ! • /CENTER PIPE 'JR ELEC. $===-$=:, ==/"f. I KI\IFE = -c=t--$--t-"=318' PLATE ~ '° ~cusµ W/ GYP AT END 'NALLS -r I ' DIA PIPE . WELD TO PLATE GRiNO S.'-AOOTJ., LIGHT MOUNTING ASSEMBLY AT CLERESTORY 3/4"• I' -o· A64 c1 ro /' >,ETA!. DECK At,(] RCCF----~ tS,"EMl. Y PER I 5/A58 •,' ,:"\ \ \ \. \ --->i.: / ~-S1l A'<MAfcl<E, REF. 20/A64 '----W8 WI CONT. BULT LP TRIM • PUR. PER I 9/S I 5 ~------STRIJCT. FRA!v'E BEYOND ~----------LINEAR WOOD CEILING _ ON lv'ET AL SUSPEr-,s,oc-. DER SPEC I ' BLACK RIGID INSJ..A TION \ ~------------~WI 2 PER I 9/S I 5 ~---------------518' T'l'PE X. FIRE TAPE, ON 6' PJRRING W/ BATT NSLILATION ~-------------------SPRINKLER LINE f; 1-EAD ~--------------------------Sil. l>WATIJIE, REF. 20/A64 WOOD CEILING AT MAIN ~ALL 314'• i'-0" C072 WELDED 3/8' KNIFE PLATES, TYP.------- 1 " DiA. CENTER PIPE --~ FLEXIB'LE CONDUIT N CENTER PER El.EC .--.v 2 I /2' DIA. PIPE c.,.-,c..u.;~ ABOVE . '--~-:-,1", 1:-.---{_ 6',6"x3/8' PLATE · WI I' DIA . i-,OcE no Tl-,READ CONDUIT THRLJ) SECTION THRU LIG~TING SUPPORT 14 !-112'•!'-0" Cl37 3 A64 A64 ~-------2-i/2' MAPLE RAIL -------NETAL RM. BEYOND _ _....,__ i -1 / 1' MARE e!AND RAIL f"sc-1---l -f /2' STAII\LESS STEEL HANO RAI. TO SLIDE OVER MAPLE RAIL (5EE I 5 · A6 4l MITRE C()l:!t,ER , SMOOTJ., CLRVE z u: 0 t- ELEVATION I ------------MAP.£ TOP RAL . J Nf"- ::: I -t I '-0' 6' I, \ \ ~-----STAN.ESS STEEL \ \ HA'V RIAL TO 3.[)E OVER MAPLE RAL 2' ~------lMAA__E l-¼_"-0-RAL TO NECK DOWN TO RECEIVE STAM.ESS STEEL SLEEVE FtR 31A64 \ '--------GAL.RORA!. BBLOW -----------STAIR ST><il'--GER SELOW PLAN 0 b ' 0 b -a.---- " ' "'' ,i' i 0 -, ! / J _;,.__ >--+-----GRCtf1El JOI{[ .--"-~+-----GRANTE PAVER --+----FACE a= FR/<MG EEi.OW --3/4'X2-!/2' BAR RAL ABOVE 3l4'X1 · 112' BAWSTER 1----£ I 6' I'· 3' ~----------··-. . ---------- ,- ~---STAIR STRNSB< PER SWLT. ~-----4-----314'X3/4' BIWSTER '------+--!+----314'X2 · I /2' BAl< RAI. ABOVE -++----LJ'-E OF F.O.F. EEi.OW !+-----LI\E OF FACE a= Ft.I, WALL EELOW " ! 9' GRt,Nl"' PA\IJ3< TT?. <J <I 314'X314' GJARD STANJARD ---1 10 314' --cm:;_ a.AB PERS =· TCP OF ST AIR ---1 5m--i:;t3< EE,(N) --cl--s.s. --~ ffi:tUR <J LI . " <J ,------~TO-I TYP. R.Al'G= 2· 112'X3/4' Gl.JARD STAt,IJARD ---< I -! l4. ACADEMY El.AO: Tf.ERMl>J.STCI-E I I ' I-DSG TO >-OSG -----+---+---+-+-+---STL. ANGLE PER STRLCT. ' .L . J "°'J-~-7't---W . F , PER STRLCT . ~-STQfN;8? PER SWLCT , S1l . fl.A TE FER STJ;U;T. ____ ..,.._ __ _j__L_ ________ ,___....L. ___ ...L._'-".c--, _(\, ___________ _:,,_o, _________ ./.L_ I' -6' TOP OF ST AIR DETAIL 3·-1·-o· C048 I L f--~ ' 1// ~I STRil'-kER PER STI<IJCT . it----STAIRS BcYOND /I E 3/4'X3/4' ANGLE PEQ SWLCT. It-~ _-_-_-_-~~ Lb= ~ d..==1)/ r MA.TCH TYP. FLA~/ AT II ANCHO< BO-T ~ Si"RUCT. <J LI ---5LA6 ON GRADE STRINGER AT BASE 3·,1·-0· C05 I ---STRt-GER PER STRIJCT. li I "' SET AT EA. TREAD I I . NOSG TO NOSG <I '~ STEEL PAN , RISER 84' LO'JG · (STO'E TREAD IS IN 3 PIECES! 's;:--I 1/4' MORTAR a· BASE <J :a " LI " <J ,. <J '----F. 0. F. QFl"Nt;; =----TYPICAL TREAD SECTION STRNGER PER STQIJCT. "' GUARD STANDARD Ll-c OF FLANGE SE~ON) I • ! I' I : I "' i I ' NOS'&_ NOSG "' 1 • "' I -i 14' ACADE/vff el.ACK '"--..., "'"-c--"'~li.-~ Th£RMAL STO'-E "-._ , 1- I STBEL CLO&.RE I !SLAB °" GRADE TREAD AT BASE 3·. i'-0" C050 Ll I '-0' " ------I -I /2° 0 MAP..E i!II / J.,AND RAIL TO NECK ' DOWN 31 I 6' " -----1 -,/2' 0.D. STARESS STEEL J.,AND RAIL TO SLiDE OVER MAPLE RAIL \ I -~~---,\ / ··------~- '------(2) S.S. :•114· :t:10 WOOD SCREWS COUNTERSIN< i=LUSH WI 80110M FACE OF HAND RAIL ' ST AIR TREAD DETAIL HAND 2' , , , 2' TYP_r r enP_ EO. 314'X2 · 112' BAR RAL ' : L_ - ~-2-ur 0- MAPLE RAL ! /2'0 BAR I',,, i '-0" C054 4' ' ~ '~ --==== .1 ~ ~ '' 'i I ----3/4'X2 -I 12'-1 BAR I I I ' ! <[: f=====LA=Y==OJT===R==A=rn-==,G-===s==i I TO £ TYF. ~ ~ ~ ~ ' --- ~ ~ ---=--=---~ ~ T --. -. TS EEYOl'-O ; -..,, STL · STRN-IGER ~ /~--+--PER STRUCT. ' PER S0Rl.CT. I (" L, Fl.Ga/ SLR"ACE-~-c...-,,·, __ S1l. =· ~=~=~--c£":'~-~ONJ-----~~==--==-r=-===-==--~~==~---~ ELEVATiON ""-- "'"' RAIL DETAIL I 112' ,,.,.1 111' • ' • 0 ~---1!'2" 0 Sil. ROD N: 0 t----~-3/4'X2 · l/2' BAR --~314-X:2 -I /2" BAQ RAL $Tl_". Sl'<lt-.GE:Q-~-11 PEO Sl11lCT \\ --STL. P'.:...ATE p-~ P::R S1Rt..CTLRM.. SECTION ~--MGLE PER 5TR\X:T. ~AND RAIL DETAIL TOP OF ST AIR/RAILING DETAIL 1 2 GAURDRAIL AT ST AIR DETAIL 3·. ; ·-o· C053 -------------------------+----< 3·. i'-0" A64 1·• 1·-0· C052 ..._._~ C047 5-15-97 Job No.: 96013 5-15-97 PLAN ct-ECK SJBMITTAL 6-20-97 PLAN ct-ECK RESUBMITTAL 7-8-W BUILDINOPEFMT FOFIBOS 10-20-97 FOi, IEJO Carlsbad City Library Cardwell/McGraw Architects DETAILS A64 122! Second Aver<Je Seat!le WA 98101 206 622-2311 701 B Slreet +200 San Diego CA 92101 619 231-0751 3 5 6 : -.1.- =-GRCWM:T , CCXID . WI a.EC , , TYP , c_------1 .3 + 2 9· 11 , A66 /_ '----3/4' ClJffi. BACKSA.AS, AT IXllM'£ . TTP . CIRCULATION DESK PLAN SCALE: 3/ff' = 1 '-o" --' ' ' ' ' ' ' i ' i ' i I ' / I J CffN --/ _;.x_____ _./ ' ' ' ' '"' / I I I I ·-......... _,,./ . : . : 3-. ~ 1 A67 I 51M. - ' ' ' / I I I I • ~ I I ~ I I ~ @i~ :l ~-J ! s: J: , ~ -~ l l t l .i@t- "' , I • I ' • ~ I ~- ,/1"·" /_, ~-"---./ "'--. ,/ --.'.,_" • ~I~: :----- ', /-/ r·-J --/ -. _) -, /-/ i ~ :, i i ' I ' ' ' ' • CIRCULATION DESK REAR ELEVATION_ SCALE: 3/ff = 1 '-o" i ' 9 I -, y j 4 E(J CIRCULATION DESK FRONT ELEVATION SCALE: 3/ff' = 1 '-o" 3 ,-_ -LM' OF CAB!£! 88.0W . I I N ' , ; ---------r--o, I a Ni 1---r14 TYP. o N3Vi: FACE RIIDl.6·27'-!" ,N" CF S"Ci'JE F .N£.S EEL.OW 10'-4' FBLD VB!FY I l- INFORMATION DESK PLANS SCALE, 3/8" = \ '-o" cp 8' i l E(J . ' . t:= ==~: ~-,,.J=: /- L I' 6" , \ ' ' UGI-If Flxru;,£: • TYP , - 20 l (25) 4 FQ J I_ l'-6" ! E(J_ I ' : 1-6' ! 0•29"-I 1-6' ! ------t I i • LtES Cf CABll'B EE.OW ,,-..,_ ---, .L....... " .L / 1'\ ~ ' 2 , J 1 A67 I A67 SM. / ~~,, 1) // ~ . c.,-:::,_ . ~ ~-3 -1 ~~ -u I ' I ;:..... • .... i N -..._ /.,,. L 1·-6· ~ 'r 1 0 I s.FPCQT EIIACTET, TTP. CF 4 REµ()\!'Alll WJ . SJRR(X.N), REF [BAL 11 /A66/ -SELF-a-ECK EQUP, N.I.C, / ' --------~ : 3 ' ' ' 0 ' ' ' ' ' ; ' ' I : ' ' ' ' 4 E(J -~. FRCNT PAN3. ·= I I/ 1 ' COLLMl N ffi<=GRCX.NJ-, 14 1 21 - 14 • 21 EJ[J Cl.R,H) STa-E Tcr'_J I ' ' ' ' r b! LJ' ':cj c<",,i o• ' ' -! ; SIDE 25 8 FRONT I r T 1 4 9 EO ;FACES <I 2' MNl . ::! i -! FRONT ....ci .... J,::..i4·-~ 8 0 4 EO PAIRS 4· ' -..;~ -,- ' Ji Li ' ' ! "' © ' . ' ' ® ! N I I ' I ' ; ;- REAR 14 REAR ~------4-'----C.EQ ~~~-----~ INFORMATION DESK ELEVATIONS INFORMATION BACK DESK ELEVATIONS SCALE: 3/ff' = 1 '-o• SCALE: 3/f!' = 1 '-o" I JJ2" 3' -0" " " " , DS'LA Y Ctd cROW ly3,29· L__ 2" GIICM,ET . T1P. OF 2 " ' I I / c_ ____ B.EC' CWS:: ffi.OW " /1 "--+---------ffi\CE Al',[) GATE =-icJR ,o SLAB W/ _..u.-~--c:c·-/--------------~ 4' X4' MQ.i'S N TWO FI.ACcS CHILDREN'S DESK PLAN SCALE: 3/ff' = 1 • -o" 3 ""= == .... / ~ ~ I ! ~----t-c..e.l-'==cl"l.Ll~=l=c!J !~~'c:!.IJ~=,l_j_~--+~~L...c..j l'-L_---+----" FRONT 1 1 4 19 18 6 cti e ~GATE =FEl'U r,o'\ 1 -' ., -' \469. V .-,! v· -I ; t----.. ;:_....,, -·--< -----'> i<EAR A67 19 EQ SPACES ACROSSG)-- FRCNT-MIN-11' 'Wl(l3 " I I @ I ' 1 , @ _J Mel" AL E<1ACKET , T1P. CF 2 Ar\0-CIR TO SLAB W/ 4' X 4' A\GLES AT EA. fill ' I,[) ffi.CE 3 J LJ,FH-ISI-H) fill PMEL ' ' ' ; ' ' ; ' ' ' ' ' ' ' ' ~ E(J "-0 . GATE WALL i'J F:J<EGRClNJ ! PA1£.l a.RIID FRONT F .. l "' ' N i I " ! s 1n-ut: G> Ar£1---0< FENCE ('3 R...ACESI WI 4' X 4' ANGLES ,___ • Date: 5 -; 5 -91 Job No.: 9601 3 5--15-97 PLAN Cl-ECK SUBMITTAL 6-20-97 PLAN CHECK RESIJBMITTAL BULDNG~ 7-15-97 FOR BIDS 10--20-97 FOAREBD 1 , I I !4' GRANTE ca.Jt:ERTOP 1-lARD'NOQO C.!.l.EH:T 2. 3 . PJ\STC LftMNA TE COJ\TERTOP W~~ I ' h/\kuWOCO EDGE 4. CM::ER, 3,14· VEtEEP P':..n'\ID. WI f" ;.-000 EDGEBAJ\05 5 , IE AL E<1ACKET. SPACE EOLALL Y 6. :•~E1AL PACEWAT', COCRONATE WIT!--1 B.ECTRICAL 7. GRANITE BASE FB< RM. R-JS,l SC1-ffUE 8. cARDWOOC 0A'EL W111-a I' "JmWCCO SCil) STOCK E0GE 9 . AD.JJST .6a..= ~RD~-\'OOD S--EL VES i O. ECLIIPM'NT NOT IN CONTRACT , \£RR SIZE 1 I . G= WALlBOMa SCFIT ! 2 . BOD'. RET\.RN SLOT I 3. Q.Sfa,~ HARJ'l\10,_,"'.Q \18'-e:R Ct.BltET I 4 , HAQDWOOD '/BEER PAI£. I 5 , ~WOOD BACKSFLA~ I 6 , 4' RESU't..T Btd 1 7 . CARQWOOC VEl'EER 1'1111-a I I 11' µAR()•~OCC EGG83A'O 18. -18' SA°ill G.ASS N 2' X 3/4' HARDWXO FRME Fl<OVIJE R.~ 8CU At-D LOCK t 9. l/4' AD..JJSTAE!l.E SAFETY GLASS $-ELF 20. GRA"lTE PAN3., FRO\'IJE A'0-0RlsG c ElLQ'.N; AS t-ffrEl 2 l . ~ARO'NOOD FRAM::, C~TIN.O..IS TC.P Al'-0 00-TTQ\.! RM.. 2 2 . KE'fBOARD TRA"Y 23. WOOD V8ff:R 'SL01"1"1'ALL' PAN3_, 1/ERTCAt EL~ JOINTS Af HARDWOOC FRM£ ON.Y. hOR'ZONTAL El.JTT JCl'1TS AT 'SLOTWALL' SLOTS ON., 24. VALB\CE W1TH Lf'.OER CAB.\ET LG-IT FfR° B£C. - 25. 6' K4RDWOOD Btd ' F'N:E, REF. IO/A69. ! ______ ..J 4 9 CHILDREN'S DESK ELEVATIONS SCALE: 3/ff = l '-o" I I "' ' I ' ' ! I ~: ! ' . '" i ; ! ' ' ! 0 ,____, __ -_-_-_--_-_-_-_-_--_---'+--_-_--_-_-_-_-____ , -_-_-_--'-_ 1 :) "--------' 1~ -tr----, 3 ~ -..+-------ae--B..ECWICAL 0-¼SE ' ' EE.01'1 'I ,, ,, ,1 1-& 2'-0' 4'-(J ' 2'-0' ; -=, -;.' .i'--"-'"--------il<---2-' -~, T1P ~ 3. --· o I ' ' I'-7' ! 1=-] ' 0 '<.>: ----------=-===== ===;67== !_ ~.1_; 1-------------------.. 9'-(J "'--JOINT 1-J GRA'ITE, Tl?. ' ' REFERENCE DESK ELEVATIONS SCALE: 3/f!' = 1 '-a• .. ---------® 2' GRQl,,IM'T 4'-8' ,-----0 !i I I h-l-b---1-! ----!-o-.--1 -----e --~---, -----J ~' I w ~ ! ; ! ~ ·; N , r·· ' ' 3 " ==-:::ii " ,: " 1 a--I I I • I : : ; rr==~f==---:::-':-:-r-=====~=!!:-=~=.;;.;;.·..c..-----1'--- !! ! Ll'ES OF CABJ',ETS 313..0W ---_ -----@ Carlsbad City Library Architecn.re Plannir&g interiors.:...;:__ CASEWORK· A65 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Sireet i200 San Diego CA 92101 619 231-0751 l 0 3 14 8 . . i I . ' . . . "' . ' ~ . . .. . j © 3 ~ 14 8 9 ~ --t-~ • < [][] ' '° . . ~ ! "<ti . -· . "" a, . ' . <'< 8 . 9 . i· I i ! . i . 11 i I ' . . 8 . ' ~ -. " A. B. 0 ... I' -o-1 4 EO PM-6.S u·-crl s e ' . I t 1 1 , 1 21 3 -3/4' eDWD. DMCER PM-aS • 13 ECl.W. S'ACES ltN,. I 11 .., ' ' I ii II II ., I ~i . I ;;::;: I -l (5) 6 ' . i(<""J'. ~ ' " REFERENCE DESK ELEVATIONS SCALE: 3/e:' = 1 '-o" A. j,_ 2' -O'_J_ I I 3 21 g i I ! 2 EO. SPACES B. Off' SICE SM. REFERENCE ISLAND ELEVATIONS SCALE: 3/8" = 1 '-o" + l)==::; + + 9" I' -I Cl" ~-----L!G!-rf FiXTURE -SEE ELECTRiCAL N b __,---MI/ROR PB<' ELEVATICNS ~--COLJN".::cQT()P MOL..NTED SOAP DISPENSER R_ASTIC LAflJNATE O\,S/ 518" Pl.YWD. Wlll-J 4" SA.ASH ALONG WALLS. SEE ! ! IA63 FCR EDGE CETAIL STffi. STLD, I 6 GA U'.PU\GED TRA.O<S, BOTH SICES. Fl.LL HT. '---1-~"-1----APE NSLLATIU>l N F\.ASTIC LAM. SVE PAI£. OFPOSITE WALL WI-IEN NOT ENQ.OSED SY WNG WALLS LAVATORY SECTION TYPICAL I" • '. -O" " 2 EO PAN:LS ____,.L:0:~ ----~-----4~EO~S'~A~CES=""-. ___ _ -3/4" • J <MN. ' '° ' "" (5) " D. 21 I A. SFACE "" B. >-OWD. J!V!DER PAl'El5 3.14" ell'MJ. ~v= Ea.JAL SPACES • 4 EOIJt,l PACES I 21 IMN. 111 • ii ~ --".--- 6 " -- a, ' N _2 ju£. 1 D MCRCFCIIM FLE. N. I.C. 43 li8"W x 18" D) 39 _3/4" h -'.\IERFD ' ;,, . . N ----.. ---- 2 4· PM-aS ( e \ (.2)~ 2 8 I----+ ' 0 3 9 9 ! I r • I "' ., ' _, "" -f 0, ' ' ,.. ' i ~4-2 '4• " ~ . ' 2 EQ SPACES ~-- ~ ~ ' I 3/4' a.EAR GLASS 3/4-' ' ST. 57... . .MAO-!e'-E BCLT OJ..NTERSlN< W/ 1/4' Tl-Kl( ST, STL. ,aJil.l'<G I T'!'P. OF 41 A 't!!sJ" E. l er . j ! ! @ F. REFERENCE ISLAND ELEVATIONS 0 GALLERY DESK PLAN 4 >-----=-~----'--==~~ SCALE: 3/e:' = 1 •~o" DIAG , ~ACING--, I SUPPORT \NIRE 71-J1.-ERE 2ND ''LAN3ES OF TWO =1XTLIRES SCREW TOGETI-ER-----,r'--+--..i l'-3/i6" ~-· +!+-3--518" 20 GA. lv1ET AL STUDS AT EACH EW FLANGE 2 · 112" 20 GA ,JET , 0-lAN'JEl. ~-----J-1--LIGHT FlXTU<E FLANGE SCREWED TO ,VET . S-:l.D SCALE: 3/ff' -1 '-o" GWB. SOFF-ff OR AS !NOICA TED ON i l INTERIOR 'cLEV. 'S ----------+f-------..._ TYPE A= HARDWOOD VENEER CT--1 3/4' MD" SUBSTRATE WI ROUTED SLOTWALL PATTERN WI ANODIZED ALL,1!>..,1 • SLCTS o ; 2 EO. SPACES TYPE 8' >-- 3/4" ~ARDWOOD VEJ\.EER PAr--..B I . ,,r', ( fYPE: c, -~I ___ _;__::'.1::=="'=''·"='=:;:::.rt/,~ 3/W CORK ON 3/8" SUBSTRATE : I II ii\ [L 314 • 1-lDWD. TRIM, TYP .-------+--"'-I----~'--, WALL BEYOW (Wl-lERE IWICA TED ON PLAN) ----~-1 .. •. ·~ ,"·, ,) J ,,,., il r- '.______J (1 ' , ! 12" GYPSUM BOARD SUSPENJED CE._N; ___ _,. 0 ' ! ' • a) °' I I I l ' ! I WALL TYPE PER PLANS ------+-+-------..i- NOTE: COORDiNA TE AL.. Dli'I/ENSONS 3/ 4 ~ WITh FIXTLRE MA>\I.FACTLRER ----,,i<J.~~..':6'....·....'!.'...12:_" __ _., LIGHT FIXT. ELECTRiC.l'.!J.... PER ! I:, ' N I 114' HDWD. TRIM i / I' - W/ i /8" QADIUSED EDGES-------+--+---+--' I ' i 314' STONE PAr-ELS IN/ !sT STL. CUPS, OVB< 3/4' SPACE FOR CLIPS AW 3LOCK!NG , SECIJRE TO BLOCKING IN WALL QR, 3;4r I--IARDWD. VENEER PANS... OVER 3/4' BLOCKNG 3/ 4' l-lDWD . BASE ! l '~---" -1-'7 N: .i .,:,,: \l.~ - . i ~ I •' ! . " . "' - W/ 1/4" DEEP RABBET-----------/ 5 -=~.:...:;:~::..;.31-l~;'--. --o'--r,=c.;_1x-'-T-=U::..;.R_:E:;:._..:::cs...=u.;__P.c...P.....:O::...cR_T_;___ ____ -+r];)~8 Ac-106 ~ t~-~ 1. -~'ANELING ~ A66 · Cl31 9 I A. B. C. ---· 14 R I ! 4 EO SPACES L -1 1 4 >----+>-- ~---a.EAR GLASS TOP BE,00 ~; :a __ s __ __,_.,. ~1 ;;,~ 8 19 ©-18 ""----------' t.-'----------.J,,,!--t !/2' DIA CASTORS 4 j I 6• m? a= 6) ' 4 ,1(.2' 2 EQ, 1 1 3 1-L GALLERY DESK ELEVATIONS SCALE: 3/ff' = 1 '-0" 0 !. I GWB. SOFHT --------f---...=..- > I ill I _J w [)'. ' w ' (l_ i DISPLAY CASE PER SPEC 12· OEEP I SECURE TO BLOC<ING 'N Wtc...L PER ' ', ' 1 ' ' N MA\JJFACTURF-R _______ ...:...__+-_ __: __ 7 > w iII 3/4" ~WO. TRlM, n'P.----+--c,:-+--~ w [Le WALL BEYOND-------- I l /4" ~WO. TRIM WI I 18" RADIUSED EDGES ----+--+---~_, b ' ' (I)! 3/4~ HARDWD, VEhlEER PAtEL 1 OVER 3/4' BLOCKING ------+---+-------,--<-IJ, jl • 1 1 -'I.--~' N l' ,', I /i . I ,'.,' . ,, "<!' I ,!/ 3/ 4" I-ID\/.JD. BASE :.0. -..... i,: W/ I 14' DEEP RABBET-----,f-~--~---<-t\ WALL PANELING 1/2"• i'-0" Cl32 W/ DISPLAY CASE 1 . . 14 ~ Cf) 8 ' " I I I i I ::0' • . ' ~i ' ' I ' 3 EO SPACES u·-cr L LATERAi. FLES N ! C .. j 8 8 29 5/8" .'I', X 20'0 X 41 l/8'H M3~FYl 3 ..--3/4' ~' DIVl::ER PA/'El5 10 0 7 E0JAL SPACES <MN, I 21 '··-' . r -u I °'' d ! ..,, I "' "' ~i ® . ' -~ --, ' -"" 6 .., -· ' a , ____ 3 EO SPACES L * 1 • ' ;, ' 14 I -- °' FRONT ~ 0 OCEN 1 REAR ! BACK ISSUES COUNTER SCALE: 3/ff' = 1 '-0" ~ STONE TCP BEYOND 11·' ' ____ _ SELF Cl-ECK EQU!P . N . I . C . ; I 2'-6" 1 I ' ' -'k---~·1; ' I ' ' "' ' ' ' • ' ' I ' . ' ' -' ' ' -' ' i - . ' ~ 3T .... ' , ' I ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' k 1 ; I ' 31 4' l--uWD. \/6\EER WI I • HOWD . EDGBANDS PROVIDE BLOCKING AS RE OD. . I • 2. 3 . 4. 5. 6. J . 8. 9 . :o. 11. I 2 . 13. 14. 15. 16. I J . 18. 19. 20. 21. 22, 23, 24. 25, Date: 5-i5-97 Job No.= 96013 S-15-97 PLAN CHECK &JBI.ITTAL 6-20-97 PLAN CHECK FIESUBMITTAL BUILDING PERMIT FORBDS 10-20-97 FOR REBO 1 i /4' SRA~TE CX:X .. NIE<TOP HAmw= CABl'-ET PLASTC cAIMATE ca.N1000P WIYH HAQD\"IOOD EDGE DMOER. 314' VEl'E'R PLYWD. WI I' eDWD ffiSEBAflJS ~HAL ERACKEi, SFACE a)UAl.l"f r..'ETAl Rl',CEWA.':', CCCQJ!Nb.TE WITH EL....c::cTRCt!L GRANTE BA:c PER RM. "INSH SO-ID..lE WIRDWOOD PA/'El Wlm HARDWOOJ SOLID STOCK EDGE AD.JJST Afil rlARC•WCCO $-ELVES cQIJPl.Et,T NCT IN CCNTRACT , \IERFY SIZE GYPSLM WMEOARD SOF-FIT BOOK 1;£Tm-l SLOT CUSTOM f-<AK'l)WOOD \SffiQ CABtET HARDWOO'l VB'ffR PAtfl HARDWOOD BACKSPLA.31 4' <ESLIENT BASE 1---!AJ?CWOOD VBffR '#fTI...I l 1 /2' ~Q01NCXXJ ErXHJA/'D I 18' SAFETI' G..ASS ~ 2' X 3/4' HARDWOOD FRME FRO\IDE F JJSH Ea_"" AND LOCK I /4' ADJJS"'.:Aa.E SAFE~r GlASS 9-6..F GR.ANrTE PA\El. HAQOWOOO PRM'c , CCNTNJCIUS Ta' Mil BOT'.~ RAL Kc7801wl TRAY WOOD VE'ffR '&0:W/tl' PAt-a. \6mCAL ii..ITT ,OMS AT µ;12()',l'QQD FR/WE CN.Y. HJRIZCM" AL 9JTT -<JNTS AT 'S.OW,M.L' SLOTS CN. Y VAUNCE Wfm L1'CER CABl'ET LG-IT ."13? B£C. 6' HAW,\CW BASE \ LF-Cl-cCK •SURROLNDl---1 I i ;I ' ' (SE ' ' ' ' +----,-. .. ' 10 A66 L__ " . ! ;..i;_ ' ---------- ! ; ' ; i j ' ' "' ' . N ' ' ' ; ; : ~ ! ' ,.___ ! ~ ; . ,0 ><-. • CIRC. DESK i 12'· I '-0" Cl34 ---- \ WD. -----__ _j I 1 '\ ' ' ' •a ""' I \_j\ l 3/4" I \ ). \ ~i -{.. SURROUND i ' ! \ 2 ·. GROMMET ~OLE Cl-lASE CABLE Tf-RU COORD , W/ EL....a=c. __ _,. FEILD LOCATE E DRP .... L J OOX , COORD . WI ELEC , NOTE• SEE I /A67 FOR :JESK NOTES Car'!Sbad City Lb'"a.ry CardwelVMcGra.w Architects Archl!octure P!artoing Interiors . CASEWORK & DETAILS A66 1221 Second Averue Seattle WA 98101 206 622-2311 701 B S1reet 1200 San Diego CA 92101 619 231-0751 --, a <O 9 f 13' \_ i / ~ l I~ >----'lf1~ C t ~ :z: CIRCULATION 4-" ' 2. -,:;,' t}.' Gl"<'i-'1 M~ <¼0 ~ ,.J/ ,; ~- _ ." z '-I~.,." --------< 7'>--"' b>---~ DESK AT CABINET z., >-+--11:111 i! 11-===== 1 '-0'· lfi'-< II CHILDREN'S DESK 4 ' / lf-1(.-----0> REFERENCE DESK AT COUNTER ~ oJ ~ P. Loo/2 i<J/ au. b i . • d : ! I a "'4-ll -,, ' ·r --~_,;.;-ti; ~ / .. 7 : e-J i ,; I' l~O~l-+!1 I I N.1.~. t'L.E. I 431.S1'v,J,,i: ;g··r. ")( 3''P/(l/'H 4 t j 1 I I I I I I I I 0- ~@-· I _, 6 "LI ,_ ' . "1 z_<;, .. ·' ': I I I ' .i ' ' -, z.i I . ' . ' 'I I I I I I ' ' I ' . I qp I ' ! ' ' ' ' I f I.I ' -----• ' REFERENCE DESK AT ISLAND I n '"' i -cJI' 4 i + ~ z "' i= ~ ' ~ @., If\ • ~ 7..<t -Y. 15 r~ !--'-· :'-ri,,,,,..--~,e__'--_t_:1~~66, ~j_l'---i-141.}-:-- CIRCULATION DESK I /z."~ 1·-o;• ~----1-1:::__-1--_ __,.. 3 CHILDREN'S DESK ,, • ... ' ~ 4 17>-~ 1 ... "4".71. ··===========</-~t-.r--=-----------,1<-~j' -ltt- =~ N i2-' ~ I H ¾h'-4--i _ ___:_l_-_-_o ___ 4 ~=" ! =~ I <?';---1,'i'-v ?/4' ,- I ! 1 Jil I/ !½:0 Z/4-,; -! :10 i ¢3)~-1- 1 -~+--J-...j,..Jol1 I ~: J..-. s _ I./ <!3> K-----( 14 li-)----~----7 1 I --"'~"l"'"",I<----~~- "' 10 REFERENCE DESK AT LOW COUNTER CB I ? I I I 1 <I 5E:I ! JI : ii< Al I t i I AN1 > ( PEL-E:S ) I½-''" j 1-o~ . 7>-----4~ ED 1-o --=--st-~ ·-•~~~-/z,,_'-/ 4" i ~ . ' / '-J ' COUP~TER AT . . -~ <I' ' ' i . -.. : ' -•.<f•~ v~~,;.' ' / 1 -' I -·1 . I ill , I " 2¼f "I 12- A6"!. ! ' ~ ' ,, z_i.z__;....-z., b" i ;, ---, -<-lTS 10 i 14 , / " --- ~? <b -R <I\ ' I ot , ~ = ' 2i , <'.I _, t-1 j 2, ~ ' I ' , ' -"' " ,il I 0 C 1" I-~Ii' r :,7 ' (I)= IN FORMAT! ON DESK ~- 4 "' ~.:g_ ' ' ~ 1-1 1h.11 '-· Z/4-'' . ,, ¾-'' ' ·)/+ i .. I I I , I -a-' 'f7' I I 211- I ~---! f'A;.J o-L. 3E.'i'O h.[D ' i ~ SIM. f-¾ I ~ ' ' ' i?di "' * ,) i ; ' ; I z ? i ' ' -:J:. i " .. .. 0 ' ' ·' ' ' I , ! I ,, s;- _,___ ' REFERENCE DESK AT BOOKCASE 4 ~ -,~ oJ _I "l CB-6I IE6I~ IN 68l::JN=fER ""'e1-~ a i y"z_ll .., ~ 1-o" r ,1<--4---- -.i--~;tt-----<_11 COUNTER AT BACK ISSUES I~'': iL..,.b :• j' • • i 4 ' '" z~I ¾u b'' Z}, ' , ! i I ' ' ' i ' i ' 2-~ ! ' ' ,\ I I ' i I z_ l_ 7 1,...,+11 2 r_t'):I - . " ' ,, I -3, ---- , • . , ◊ ~ \ \ ,- --;3 -_,__ .. __,. ' i ';/,i '!! : ~ + t,'' "Ii~, f--. ---® ~~~ -• " . ~ z:~ I ~ ' "' " ~-I-....___ ,. r ' ~ <'.I - ' - "' INFORMATION DESK -BACK COUNTER - -,, I, ~' ' j _,, #i" -'I,-----I ",..,._ ____ _ "! I" , t II\ -' M r I ,I I· I' I I i 7 ii; + I I " REFERENCE DESK AT FILES ~-0 \\ ';011 ,.t>N ~ -.h---,,, ----+---~~-'-c--,f-1 I-yr- TYP ' 1/;l. ., ~ c----- . ,,.------ I \~ L__ Fi.;1.,i,, .,_.-r ~Ya,CA>t? -ri2AY i,-',i·•·•,q;;;i.e., NDCA"':";::, -ON -rNl~iV?-e:.L-~V $ COUN-"""[;J2-/ i-.:.Nce~?AC~ I 1_0 ;, -,.......--- I ' ' i () • Job No.: FOf'-1>:p,;; rc-w-,..., ~ ~v' DETAIL KEY NOTES: CASEWORK & MILLVIORK (FOR SHEETS A67-A69.1 ONLY) 1. t-1/4' THiCK GRANITE. 2 PLA...rc:-rlC LAMlNA7E COUNTER TOP ON A. t" MDFCOU~ BASE a 3/4" MDF COUNTER ~ 3. HARDWOOD VENESi PANEL 4. 1•, 1•1i2"HARDWOODCCUNTEREOOEW1TH6" OIAMETCR RA.Dl!JSED EDGE SPllNED TO COUNTER 5. 1--!AADV'IOOD VENEER DRA.W'ER FRONT 'WITH 1/S' HARDWOOD EDGE 8.4ND -6. HARDWOOD VENEER DOOB FRONTWlTH 1-1fr HARD'wDOD -EDGE BANO·MITERED.A'l" CORNERS. PROVIDE 1J.32·1NJDE REVF_ALAT EDGE BANO/VENEEAINTERSECTIQN.. 7, HARDYWOOO VENEER FOR SEMIEXPOSED CABINET SUflFACES. 8, AP?LE Pl Y DRAW EA BOX WlTH LOCK Sf--iOUlDER JOIITT$.. GLUED.4NO NA.ELED. APPLIEDHARil¥."OOO FFiONT AND POlYE.STEROVERLAY BOTTOM. 9, :PL/I.STEC LAMINATE (BOTH SlDES AND EDGES AT -SHELVES) v.rITH 1" SPLINED HARDW'OOD EDGE BAND AT FRONT. 10. BLOCKING/SUPPORT AS REQUIRED. 1 L HAROWOOD BASE 1.2. METAL BRACKET. PROVIDE LONGEST A.::,t'ROPREA7E l:'cNGTH FROM MI\NUFACTUREAAND MODEL SERlES SPEC!FlED. 13. 3WHAADWOOD BASE. 14. METAL RACEWAY, COORDINATE \l\i1TH ElECTRJCAL 15 3/4' rl.ARDWOOD SPLASH WHH EASED EDGE. 16 SASE B.Ei'OND, 17. FACE OF WAil OR COLUMN BEYOND 18. ACOUSTIC P ,IIJ-4!:L AND FLUSH H/1.RDWOOD SPLASH, VERIFY -SiZE OF tl.:;QUSTlC.I\LPAN(L PROVIDE SHAS~l A.T -F:EAROFCABlNEI ONl Y. '!9-UN0ER GA:IN:E;T LIGHT· COORDeN.IITE WITH ~:....t::C!'R!CAL 20. 1/4" ClEA.q SAFETY GLASS SHELF, ADJUSTABLE. 21 1/8' SAFETY-GU,,$$ LN: i-i/2"x 314' HARJJWOOO FRAME WITH MiT-EREDCORN<:RS. f'ROVIDE ODOR EDGE FLUSFi 80-U /,ND LOCK fONE E.4.Cf-! PERPAlR OF DOORS}. . 22. 2-1,,4• THICK 1-w=1vwooD Vl:NEER P/..NEl WITH _2. 1/,i' x 2·1/4" $0'._ID STOCK KARD\'l/'00D EDGE. PROVIDE i/32' WIDE REVEALAT !NTEr.SECTiON OF VENEER AND SOUD STOCK, 23 1_/32' INl:DE REVEAf.. 24. HARD'WOOD VENEER {BOTH SIDES AT SKELF}\11/'lTH l" SPLINED HARDWOOD EDGE 8ANDAT P-9=l:fMETI:R. _ 25. DASHED LINE INDlCATES EQUIPMENT NOT~ CONTRACT. VERIFY SIZE. 26. 4" RESIUEITT BASE. 27. !"LASTIC LAMINATE OVERlAY OOOPlDAA'WEA FRONT 'i'l!TH PLASTIC 1..AMIN.IIT-E EDGE BAND. 28. PLASTIC LAMINATE OVERLAY BACK, SIDES, mD BOTTOM. PLASTIC lAM!NATE EDGE BANOAT EXPOSED-EDGES. 29, PLASTfC LAMINATE OVERlAY SHElVESWITH P!JISTIC U\MINATE EDGE BAND. 30. DRAWER GLIDES BEYOND· REFER TO SPEC1FICATIONS. 31 SHELF HARDVrl'ARE -REFER TO SPECIRCATIONS. 32 NA 33. 2" :,.3" WELDED $TEEL TUBE FRAME. 3-'I 2-1.12" DIAMHER HARD RUBBER WHEEL SWIVEL CASTE~ TYPlGAL OF SIX. COORDINATE swrvEL RAO!US TO CLEAR DESK HOUS1NG. 35. 7~ GRANITE. PROVIDE SUPPORT l.£0GES, ANCHOHING AND Bt.OGKING Af3 REQUIRED, 36---'A-~lJ::1-JOOD \/5:N!:-U: D!vf:P!:~ N' "l/4, "3/<f ~AeD"""'D ~D& i,.. Carlsbad City Library Cardwel/Thomas & Associates • •__,..,,r~w .l[aa:--.~n Arclhri-ts IYl'-'Yi. ClL ./ ~C\IYnl . ·••"-'- A -"'-~ &a -Planning ! t . r\.r! l!tec1U! e . ~ .n enors CASEWORK& MILLWORK 1221 Second Avenue Seattle WA 701 B street San Diego CA , 1275--010~0 A67 98101 205 622-2311 92101 619 231--0751 -_:..iz '~~ -Y-·---~-- 8 ® ··<3>-- 7 BASE i FA<>ia&F I ·1-Jk'A-"l"- vMJNE:1" I I I j <I: ~-:a, I "I I ~ I Jll I ~------------~ L__ -------"'------' ---+-------tt--------<U "i71NT -z.'-d' ----=----,--,c,--,f-, <I'" iN -r;;f",,,,._ E;.L,.;.,V, '5 CABINET (Di',6,"w=F>-e,,,e,iN~T ~s i'/A'-S-) i ; _____ __J BASE CA 8 IN ET Ra,ZON,Al-0£:CT,ON 4T ,::::,~~ ~ C "' I ~I i I 3/4' • 1 I : i ~r ~ -+' -. -~, 'I -I N- GALLERY ~,-&e/.&,$ ft,, F01-J~ DoE.S. 3->----J '8J zo 0 ! -- ' u DESK f,?,A..,e, l >-t,'' ;;. ',_ t?'' --0 ~ I ~ ~ I ' ! ,, ,- ---\.~ .. 9 <B>-- r------------ ,____ ------·-__J ,--------------~ ~--------- > ill --' Ill. <i ~ K----<s·:n ~ . ----lll--l-1---. ;ti (-------ld-1----<' 8 Cfff.'~! 'Z rt--------~ 11,, -·-~ 10)----lh\l f'AC'E <"f' ·1-1'Al-Y &I'(. ~ / _____ _J > ' ,_ .• __ _______l . ___ ___, BASE/ UPPER CABINET ;,::,i't1zoNTAL-0e:,:noi--1A-r i::i:;,o,._f6r+EL-F ,, It> -f . J, • -r:i~ E:'6,0N Tf'?'INT ' ' I, ~ NO'T'E= 6izli·?isi'. TH'!'c> ~7Y ~ET N - A f. (Ji'J:'F.,, 1t:e, ' ' -c:i -I ,'(\ ' - -;:::\M~c:N -$f'OINT - i I ! I j r t l- I I I ~ ' I ~ UI ~ Ill I -t~·--· -WJNI 4--j_ -.J. -. ,-------- ~-~ t . q l>r' -----------·-------; \\I ~ . ~ ---" ------------------~ ~ ~ ---' -·-r ,-------------------, (ii, ~ -· --~ ' &'i r--------·----------, ~ -' ---Ii Ul t------------------------, ~ . ~ . --·-.- e;, ------.-----------~ -l Ill ---~~ ,' i i ~ i -_/ ! "i ' l 0--~=--R--'--~!"'C"'"-p---=, ~,...:,c,. 1---=_ ~,-::I ~'=1 R:....:....::..O--=-0=--M:__=:..B_;___A--=-S-=E---=-C=--A-=-B---=l N___:E=..T_:,__ ___ _ .. ~'--+-- -UMt~-~-_j_>l<--lf l 11'>---'lll I 0>------1---'i I / ◊ 11}---~ Job No.: DETAIL KEV NOTES: CASEWORK &_MILLWORK. (FOR SHEETS A67-A69.1 ONLY) i. l-1/4'THlCKGAANITE.- 2. PlASTJCUIJl'IINATE COUNTER TOP ON A. i" MDF COUNlER BABE B. 314' MDF COUNTER BASE 3, HAP.DWOOD I.IENEEA PANEL 4, 1"): 1-~,12" HARDVl'OOD COUNTER EDGE WTTH-6" rn~.METEA RAOIUSEO EDGE SPLJNED TO COUNTER. 5. HARD\NOOD VENEEA DRAWER FRONT WHH 1/8" HARDWOOD EDGE BANO, e, -HA.HWJOOD VENEER DOOR FRONTWTH 1-1~ H/1.HDWOOD EGGE SAND-MITERED AT CORNEAS. P-ROV!DE 1/3;>" '.'?.DE Rl?-JF.AL /!o.T EDGE BAND/VENEER rt,.,'TERSECTION. ?, HARDWOOD VENEER FOR SEMIEXPOSED CABrNET SURFACES. 8. P..P-PLE PLY DPAWER SOX 'fl!TK LOCK SHOULDER JO!NTS, GWED AND NAILED, APPLIED HAADYilOOD FRONT AND -POLYESTER OVERt.AY BOTTOM. -9. PLASTIC lAMfNATE {BOTH SIOES AND EOGESAT SHELVES) WITH 1 • SPUN ED HARDW'QOD EOOE BAND AT FRONT. 10. BLOCKING/SUPPORT AS RE0UiRE0. t1. HA.RDWOOO SASE. 12. MET AL BRACKET, PROVIDE LONGEST .APPROPRIATE LENGTH FROM MANUFACTURER AND lt.C':rEL SERIES S?ECFIED. 13. 3/4" f-l}i.FI.D'-NOC)O BASE. 1~. METM. RA.CBNAY. COORDINATE 'NlTH ELECTRICAL 15. 3/4' HARDWOOD SPLASH 'iNITH 8-SED EDGE. 16. BASE BEYOND, 17. FACE OF WALL OR COWMN BEYOND. 18. ACOUSTIC PANEL AND FLUSH HARm'l"OOD SPLASH. VERIFY SIZ!E OF ACOUSTICAL PANEL. PROV1DE SP-LASH AT REAR OF CABINET ONLY, 19-UNDF.R CABJNET IJGHT-COORDINATE WITH ELECTRiCAL 20. ll◄" CLEAA SAFETY GLASS SHELF, ADJUSTABLE. 21 !/8" SAFETY GL.\SS !N 1-1/2" x 3/4" HARDWOOD FRAME 'MTH MITERED CORNERS. PROVIDE OOOA EDGE FLUSH BOLT ANO LOCK {ONE EACH PER PAIR OF DOORS). 22. 2-1/4' THfCK HARD\'IIOOD VENEER PANEL 'MTH.2- 114';,: 2-H4' SOLlD STOCK HARDWOOD !::OGE, P!itOVIOE 1132.' WIDE REVEAL AT INTERSECTION OF VENEER AND SOLID STOCK. :23. 1/32"WttflEVEAL 24. HARDW'O'.JD VENEER (BOTH $!DES AT Sl-iELF) wm-=t 1' SP-LINED HARDWOOD EDGE BANOAT PERIMETER. 25. DASHED UNE !NOICATES EQUIPMENT NOnN CONTRACT. \r'Ei:RIFY SrzE. 26. 4' RESEUENT BASE. 27. P~STIC lAMtNATE OVERlAY [lOQP.,'DAAINER FRONT WITH PLASTIC LJ\.MINATE EDGE BAND, 28.. Plll.ST!C lAMtNATE OVERLAY BACK, SJOES,AND BOT70M. PlASTIG LAMJNATE EDGE BAND AT EXPOSED -EDGES. 29, PU\.STIC LAMINATE OVERLAY SHELVESVvITH PU,,ST!C LAM!NATE EDGE BAND. 30. DRAY,,'ER GLIDES BEYOND-REFER TO SPEC!FlCATlQNS, 3i. SHELF HARDWARE-REFER TO SPECIFlCATIONS. 3:2. N.A. J:l. 2' x S" WELDED STEEL TUBE FRAME. 3-4. 2-"l/2" DIAMETER HARD. RUBBER WHEEL SWNEL- CASTER: TYPICAL OF SIX. COORD!NATE SWIVEL RADIUS TO CLEAR DESK HOUSING.. 35. 7/S-' GRA.NITE. PROVIDE SUPPORT lEDGES, ANCf--K)R!NG AND BLOCKING AS REQUIRED. Carlsbad City Library Cardwel/Thomas & Associates McGraw/Bak:iwin Architects Architecture P!amirg interiors CASEWORK& MILLWORK 122t Second Av~ Sea!Ue WA 70! B street San Diego CA 1111901030 A68 98101 206 622-2311 92101 619 231-0751 . /_7:-t '{i -,~ -·--;"Ut. .·--is-.-j k:~ 11 ,~--, -~·J,,, -;_;;i -': _'.! ~ C 4 CHILDRENS LIBRARY BENCH ~------ I ! SECTION 3 L O P:!-'IE':N01c>l"i , PCiNT ----- I CHILDREN S LIBRARY BENCH SECTION 4 ~ ' 1;:iJ• .::.1--'-oli PANEL JOINT RIDGE CEILING PLAN ~..e !;;j;li "-I '--c?" ';;/8' """" ..,.V"E, >< MCi••..IP -----t-1 ~= V5N€a<-f' ,_.)\'.!XO~ F"ANeL- "N/ CON"T", ++<~- ~£!,ANO. ~ f7AND cw-r ...-::reor--1 1''..(1 11 STcct"-~Ne -ro l?'tNEL- ~----~~F 0f1"JN1<J..ER .,:ciN~- 'f'ANEWNE I Ch c:::N T-l?Af'0l-lS.~CN --¥- JOINT at TRUSS :se'"re: A .... ~ VaiT.--l!'.A,-,., N/~ Lh- A-T 6S<'!T Ai!t)I.E _ 7"(~1,.. - > f . " ' I I <YIA=+_ I l--: NE: I !I , - I I 1 -u I I I/ 'I I I t...-1b+TT G,o;WG,e STEEL- 6--< f"ft'Jt.j ,-?/el" ;;,,-.2, -rypg X ~;.up - vl:!i'I, 10 ff~~-> ----··------ ti\ c_-,_-- -1 _------------- ___ . ., - ELEVATION C Orn. I I I I _, - ELEVATION B ..OJM I I II ---T'"(P:C4L-E,X.;-5"li01"C -*--fl77777'S,/¥-- \\14i.-c-CON&T. jl:eTUf':N GWP:, !S)----tt-, ~~7'(f.' ,, f'1<cC\/1C::S:"'7"'~ ~Aw"5l~ _ ✓-OF B<T: FL.ANGE ''~D 6TAiNl-s;, gTeEJ.-, lla'K ~~ ~~'(--------1--t~ " _ _J -. ~--:-~----- _l-f-~TAP~ = -. I ~--~~'-lb PAN5L.-, !"'!<:0./101; 00-,T. V:CP '5ev!:a4i,.. AT ?At,,!ck '"'QlN.T, SECTION 2 BOOK/ VIDEO RETURN I ~::_::-rt-. t ',\ \ ....... ......__ii:..".' · . .,-•• ',... ·[ ' !Ve" <iN~ l'-J/ ~kl<:1f.JC. ~/«" --n-i,a ,-1/<g_DJ>Jo<'o' ~l~~/1:l:a'' JOll-!T" m 7 / 8" .:, ,._._,., ,-r it :,,.J / I" ~P.ALli-F<>lt. ISLPC.l<C'6 ( C.LIPS .. !~-i _ f' -~ : IWJil , , ·• , ,, ' L ~" l , , @. MIi:?-PANE'L Q_G_E_IL_l~_J_G_P-::-A-~_JE_L_I_N_G_;,e_i._e.-,_:: _______ ~----V ~ '?''=1'-o'I 0--:-,~- 1 ~- 0 ~-, _P_A_N_E_L_IN_G __ D_E_T_A_l_L __ 12_"'"_""5_14_1_, _-.,._2-_____ _ \ A. T""r vu~ 12--r,,,.,""-~ c,,'-?,-e.u.:;;,.,i--; ; - ,. 1 V~".'i, 0'1----_j_ ~p cAl"PNOOP ~TOG.I<: ~-l-1 l"'A~E.L-f~e: ~ 3/'"'i"'~ r ~-V1z1 • 12.~e.,,....t,. e ...i01N1"' '-HAWW~.P ··iEt-..e.£..e.. P-~£.l... • ~ -----7 ,------=~~! "'g_ ;ff HI "6E.., I \ I ', ,r- I \ ! / ·, l~l'-<!s·nc.h::: .. or-- ~. ~~ ,<-z) -~ :A<-H Fl '-I ""'-'-- C. D. E. ,A!N:_E,!16 .::.TI, .. ~,.. L.£'!" --- iH lo i-V--t:.D~oat' ?-tU..- ' l ' i (c\6----:-;C,:-1-;-;-IE..,,.,C,-l(_I_Pq __ C_O_U_P~_T_E_R_P_A_r_~E_L_S __ ti_<>O_M_;4_!_ .. a_1.._eo-r_.a _______________________________________________ _ V 31,;;. I '-OIi •'i ,---------------, ,------ j Tdf-------i ,1 ----~---~· ~------------- ELEVATION ~!<:.IOI'<. VSW ~ 1,2-c, v,J 0 YEN EEt:.. so~, l?A"'l!. '1-JA_~l O'-< Y:?F 'r'/ RollT'o.::> !'A! 'EO<i-1 ~ A.Lui!i,'\. -s,1.,-01" ~-.,,,,-'B'· ~ l r ~ • HN-Oy.;a,c;> Via ?ANE.j,... ;'( FE ',:;. I ; :3/8" "-"'~"'-<>N 3/a" -SJt!.~~ ::s;..q,J; 7'H fJn,p•' 15.ASE- . .ANov. s ~· ',ft J ti _j ~1 -~ 1- (Q '3 ' ,fl ll) !:: : '<SJ i . I ------t---'k -- I -' ' ' --.f+~J.._\ \ l"i?i'-~' D~ 1c-,;2o-41 w~ f!;<~t7 DETAIL KEY NOTES: CASEWORK &. MILL WORK (FOR SHEETS A67-A69.1 ONLY) ·L t-1/4' THICK GRANIT~ 2 PLASTIC LAMtNATE COUNTER TOP ON A.. !" MDFCOUNTE::FI BASE 6, 3/4' MDF COUNTER SASE l. HARDWOOD \/ENEEFI PANEL -4. t'x "l-1/2' H"AAOWOOD COUNTER EDGE WITH 6' DIAMETER RADJUSED EDGE SPUNED TO COUNTffi 5. HARD'NOOD VENEER ORA.WEA ffiONT WITH 1/!:l" HARDWOOD EDGE BAND. S. HARDWOOD VENEER DOOR FRONT WITl-f 1-f/2" HARDWOOD EDGE BAND•l,tiTEREO AT COONERS r'RO'Jl□E 1/32" WlDE REVE.Af... AT EDGE BAND/VENEER INTERSECHON. 7. HARDWOOD VENEER FOR SEMIEXPOSED GABtNET -SURF AC.ES. 8. APPLE PLY DRAWER BOX 1MTH LOCK SHOULDER JOINTS, GLUED AND NA1LED. A?P-:.JED HAFiDYiOOD FRONT ti...••m POL YES"i' ER OVEAlAY BOTTOM. 9. P-U.STIC LAMINATE (BOTH srocs ANO EDGES AT SHELVES) \i\liTi-l 1" SPLINED f-tARDWOOOEOGE BANOATFAONI. 10 BL-OCKINGJSU~POffi AS REOUlRED. 11-HAADWOODBASE 12. METAl 8R!.CKET. PROVIDE LONGEST APPROPRIATE LENGTH FROM W:.ANUrACTURER ANO MODEL SERIES SPECIFlED. 13 3/4" HARDWOOD BASE 14. METALAACEWAY. COORDINATE \i'/lTH ElECTRICAL 15. 3/11" HAADWOOiJ SPlASH \ni!TH EASED EDGE. 16_ BASE BEYOND. 17 FACE Of WALL OR COLUMN BEYOND. 1.13. ACOUSTIC PANELA.ND FLUSH HARDWOOD SPLASH. VERIFY SIZE or ACOUS flCAl P.i..NEL POO\llDE SPLli-SH /\TREAR OF CABIN.ET ONLY, 19. UNDER CABINET LIGHT -COORDu-..rATE WITH ELECTRICAL 20. 1/4" CLEAR ~.FETY -GLASS SHELF, ADJUSTABLE. 21. 1/!3" SAFETY GLASS!N: 1-1/2"" "J/4" HABDWOOO FRAME 'fiiiH MiTEREC CORNERS. PRO\ltDE DOOR EDGE FLUSH SOLT AND LOCK {ONE .EA.CH PERPAJR OF DOORS), 2-l/4"THlCK HARDWOOOVENE=fl PANEL WITH 2· 1/4' x 2-1/~" SOLID STOCK H"ARDWCOD EDGE. PROVIDE f/32' '.VHJE -tEVEALAT !NTl:'.RSECTION OF VENEER AND SOUD STOCK 1/32" WIDE Fe/E,\L 24. KARDW00-D VENEER (00TH SIDES AT ~ELF) WITH 1' .SPUNED HAAmVOOD EDGE BAND AT P.EfllMETER. 25. DASHED LINE fNDICA TES EQUIPMENT NOT IN CONTMCT, VERIFY SIZE:. 26. 4" RESILIENT BASE, 27. PLASTIC L~....,lri/1.TE 01/EFlL:W DOOR!DRAll'/ER FRONT 1/iliH ?LASTIC LAM5NA7E EDGE BAND. 28. PlASTlClJl.MrNATEOVEP.LAY BA.CK, SIDES, ANO BOTTOM. PLASTIC LAMfNAT-EEDGE BAND A.T ~OSED EDGES. 29. P"....ASTIC LAMH,,rATE 0\/cRlAY SHELVES W1iH PLASflC LAMINATE EDGE BA,'•m. 30. DPAWER G UDE-8 BEYOND· REFER TO SPEC!FlCATIONS. 31. SHELF HARDWARE· REFER TO SPECIFICATIONS. 32. N.A 33. 'Z' x ~ WEI.OED STEEL TUSE FRAME. 34. 2-1/Z' O!AMETER f--1..ARO RUBB-ER'WHEEL SWl'V9. CASTER. TYPICAL OF -SK COORDINATE SWIVE-l RADJUS TO Ci.EAR DESK HOUSlNG. :3-5. 7~ GRANITE. PROVIDE SUP90RT LEDGES, ANCr!ORtNG AND BLOCKING AS REOU•REO. Carlsbad City Library Carciwei/Thomas & Associates McGraw/Baldwin Architects Architeci'.re Plannhg Interiors CASEWORK & MILLWORK A69 1221 Second Aven.ie Seatlle WA 98101 206 622-2311 70I B streel Sen :;.C;;,;A~_..;;9=.21:.:.0l:....:619~231:=.:..--07=51 '1"27'l-01030 \ GV-H~ f:-u.c&5 e. 1o'.o" A.1':I'". I"&: oe.s.u:> r-JAeP,.._l"ctP %-fl 'f"",:;.,.1?€.2:E:D ~U..:56 ":>LI ~R~ ff< f;>:$E.D T"ACK W/ ll!PLLE¢5 ~ t.a-K. 1/"'-" ,-e;Mp;,ea,6l.16S -o,Hi;we:s, s:r_. s-ru.1.. 'ifJ1lai;.' ~P!l:)~iS ~ =E. P $i"As.lDAeP5 0 DISPLA'( CASE SECTIOPJ I ~--=--.:......-~--=-=-=-~--- f l;z.1;.: fl-,011 i I .. • . ,_ ' . .-. ' . .,., f:?:; i;\\11 .. ~ . s' . " . .. ' : ' . . . ~ .. \ " ., \0 /., • '. '. - . t::: \-'I, t---a.~ t-..... 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' ~ ____ _,_.~---~,_~ ~!--.,.. <-! <oU~L W -~l=. ~-::;,,---:14 ~rsr. rL.>-14) rre-toP PE-~ f'L,4,J,-.J 1/16 II S<>.UP-"-1!. i',.t:VGA-l- -f"'."11'1'--6,""' cf 1,:14 P P >->-1 I I.!, "ftr 'l/4-•· H,1.11-l>N""t> VE~!lf.lt P;,.,i~I.., vu' eEvSA~ -1a1~ H,i..~e>,Jo<>e> !5,1&1 ~ Fe.AME "l!lt.E'S .-___, I I " l I I I I I I I "-" I/ ~ ~ .~ \I . ' '-~ _,/' "'' ·-1· '7 ? ~' : I ' . ". r ,rrn ~ L ... "' ... i;.s:::;:..1---\_'(. ", ~ ·•· I/ :sj i & I ~ -, ·, C. . , [:: . '/ ' . R' a D. . ,-0~T..:....3,:__;= I~-=--: 0---=11 C:....:O:....=U:...:..N.:....:T-=E:.:...R:...:..T-=-0 P:c....;S:::___ 0.,...·=~,~~,=-~-=-, P..:..;A:.:..::N=E=L_' .....:S=E=C:::..:.T..:.cl O=N..,___ G)1-'=;:.:..:: .. ~=~ 0 ...:..~.:...;:A:.:..::N=EL:=· ----=D::..::E::...:.T-'-'A=IL=S'--------0~~=,S=~!,-.!.~T_,_,E=RT~O~P--=DE=-1i.!!..,A=IL:;:...___ ovE.ie.1-, Ai-16 --·~ ,~ c'.Al-1 .;,.iJ. i/16'~.IAl<i! > i<EVaAI. 'l :":'Ptv-,L.. e.-I.U f",At-.l!L..~ ol. ... ._ i i \ \ Job No.: i::ti µ. oil):, ]C-r,2?>-"'11 .. m<-r2'¢fJ>'it7 DETAIL KEY NOTES: CASEWORK & MILLWORK (FOR SHEETSA67-A69.1 ONLY) I. 1· 1/4-' THICK GRANIT£. 2. PLASTIC 'JI.MINATE COUNTER TOP ON A 1' MD-F COUITTE~ BASE B. 3l4" MDF COUNTER BASE 3. HARDWOOD VENEER PANEL 4. 1~ll 1-1!? '1ARDW'0OD COUNTER EDGE \NlTH6" DIAMETER RADl'JSED EDGE SPUNED TO COUITTEFL 5. HARDWOOD ~NEEF! DRAWER: FAOITT V'/ITH 1/8" 1-lARDWOOD EDGE BAND, 6. H4RDWOOD VENEER OOOR FRONT \IVITH 1-112" YflRD'-NOOD EDGE BAr-,,'.0-MITER'ED AT CORNERS. PRDVIOE H3Z' WIDE REliEALAT EDGE !3AND!VEN E~R INTERSECTION. 7. HARDWOOD 1/ENEER FOR SEMlEXPOSED CABINET SURFACES. !l. APPLE :PLY DFlA'NE;:l; BOX WITH -~OCK SHOULDER JO~NTS. GLUEOP..NO-NA.a.ED; APPLIED H/1.RDWOOO f"RONT Af../0 POL YESTE:Ft OVE:At....A.Y BOTTOM. 9. PLASTIC LAMINATE (BOfH SIDESA."10 EDGES AT SH:ELV£S) V'/IT'!-11" S?UNED HARDWOOD EIJGE BAND AT FRONT. W. BLOCKING/SUPPORT AS :REQU~ED. 11, HARDWOOD BASE. 12. METAL 9RACKET. :PRO'.mE LONGEST APPROPRIATE LENGTH FROM MANUFACTURER AND MODEL S!::REES SPECIRED. 13, 3/4" HARDWOOD BASE. 14. METAL RACEWAY'. COORDINATE WrTH ELECTRJCAL. 15. 314" HMDW'OOD SPLASH WITH EASED EDGE. 15. BASE BEYOND. 17, FACI: OF WALL OR COLUMN BEYOND . 18 ACOUSTIC PANEl AND FLUSH HARDWOOD SPl.AS}-1 .. VERlFY S1ZE -:Jf AGO'JST!Ci\l PANEL PROVIDE SPLASH AT REAR Of C:ABINET OOlY. 19 lFN)f:R CAS:NET iJGHi-COORDltfflfEWITH ElECTRlC.-i\L 20. 1{4~ CLEAR $AFET'{ GLAf:iS SHELF, ADJUST ABLE". 21 1/8" SAFETY GLA.SS !N '1·~t2" x 3/'1-" Hl\.l'!;Dl,'KJOD FR.A....tE WITH MITERED CORNERS. PROVIDE DOOR EDGE FLUSH BOLT AND LOCK jDNE EACH PEA PArR OF DOORS). 22. 2-1/4' THICK HARDWOOD VE~~EER PAN'El WITH 2- 114' >< 2-1/4' SOLID :STOCK HAAD'WOOD .EDGE. PROV~DE 11-32" V'/bDE REVEAf... AT INTERSECTOO OF VENEER AND SOLID STOCK. 23. l/3Z'WID:E RE'F.__Al 24. t-'AR[)l,,-VOODVE.NEER (BOTHSfDESA.T SHELF) W'ITH 7" SP-LINED f IAADWODO EDGE SAND AT PE-RCMETER. 25 OAS:HED UNE INDICATES EOUlPMENT NOT IN CONTRAC1. VERWi S1ZE. 26. 4" RESIUENT BASE 27. PLASnc "t..AMtNATE OVERLAY DOOWDRAViiER FRONT WITH PLASHC lAMiNATE EDGE BAND. 28. PLASTIC LAMINA.TE OVERt.AYBACK, SIO'ES, AND BOTTOM. P-1.ASTIC -LAMINATE EDGE a.ANO AT E.XF'OSEO-EDGES. 29. PlASTIC LAMINATE OVERLAY SHELVES ¥r1TH PLAST!C UI.MINATE EDGE SAN□. 30. DFVa;WER GUrn:S BEYOND· REFER TO SPECIFLCATioNS. 31. SHELF HARO\iVARE-REFER TO SPEClflCATtONS. 32. NA 33, 2"" x '3" Vi/ELOEO STEEL TUBE FRAME 34. 2-112" DIAMETER HARO RUBBER ViHEEL S'i,,';'N'0. CASTER. TYPICAL OFSlX COORDlNATE SV'/IVEL RADIUS TO CLEAR DESK HOUSING. 3'5. 7,'8° GPANITE. PROV1DE SUPPORT LEDGES, ANGH.OR:NG AND-BLOCK LNG AS REQUIRED-. 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' I I I Cl I I I OJ• I A1Pi f-~1 nd 11$ L--7 ~ J !Jlfil_ c"i ""' - , ----,? - 1' ,_ ' ' I ' ' --,- / __ ,,J / 20) 202 204 206 207 208 209 2i0 2 I I 212 213 214 215 216 2 I 7 218 219 220 221 222 223 224 225 227 228 229 230 231 232 232_ 233 234 235 236 237 238 DECK STAFF ROOM STORAGE WOMEN MEN STORAGE JANITOR CORRIDOR STAFF TO<-ET 0-I _ C, l STAFF TOILET STAFF SHOWER ELEVATOR LOBB, ASSISTANT DL'?ECTOR COP'f ALCOVE ACCOLNTS CLERK BOA"ID ROOM ADMINISTRATIVE SECRETl'R, RECEPT!Ct,J DIRECTGR COMMLNIIT RELA TQINS READING READING READING COMPUTER ROOM INTER -0lBRARY LOAN REFERENCE SLPERVISOR BACK ISSLE/REFERENCE STAFF WORK ROOM READiNG READiNG READING WORD PRQCESSN; ROOM STUDY ROOM STcJD, ROOM CQP!ER COMl'JLNICATIONS ROOM I 01 ARCADE -, 02 RECEIVING i 04 MECHANJCAL ROOM I 05 8-EC1RlCAL ROOM 106 STORAGE I O 7 COMMLNICA TIONS ROOM I 08 -\¼INTENANCE OFFICE I 09 COWUTER SERVER I IO OF"!CE I I I COPY ROOM J I 2 ELEVA TOR EOIJIPM&IT I I 3 CCQRIDOR I 3. 2 14 15 16 18 120 I 2 I 122 123 124 125 128 129 I 29 _ I 130 130, 130-2 130, 3 13Q_4 131 132 133 _ I 133_2 134 •36 137 138_ !38 !38_2 !39 I <lO 141 f42 143 144 145 145_ 146 147 i48 149 150 152 153 154 155 156 157 158 159 i60 I 6 I CORRIDOR STAFF TOILET (H _ C _) STAFF TOH-ET STAFF TOH-ET STAFF COPY CENTER STORAGE WORK ROOM OFFICE OFFICE MEDIA EQUIPMENT ROOM WORK ROOM TBv'PORART PLA ,FORM AREA SfCi<AGE STORAGE AUDITORIUM VEST!8ULE VESTIBLLE FOYER FGYER VOEO PRODUCTION ROOM SOLND ROOM JANITOR FOYER WORK ROOM CHECK -OUT COUl'e.'TER \'\'ORK ROQM WOMEN VEN BOOK DROP READING ROOM READNG ROOM VAIN >-lAil BOOK SECURITY Cf-lECK ENTRY WOMEN MEN STORAGE BOOK SALES FRIENDS WORK ROOM ELEVATOR EOUIPIJENT VESTIBULE MEE'ING ROOM STORAGE STORAGE GALLERY WORK ROOM GALLER, JANJTOR 0-liLD'S TOI-ET 0-l _ C , l C~ILD'S TO!LET Re:ADING RE.ADING COMPcJTER ROOM I 63 CHILDREN'S DESK 164 165 166 167 SI S2 S3 S4 S5 56 S7 58 El E2 WORK ROOM Oi=!CE READING READING STAIR n I STAIR ~ 2 CROOF ACCESS) STAIR o3 STAiR 1:t4 STAIR 05 STAIR >6 STAIR '1:17 STAIR 1:t-8 STAFF ELaVATOR PLBLIC aEVATOR Date: 5-15-91 Job No.: ,6013 5-15-97 PLAN CHECK SUEMTTAL 6-20.JJl PLAN ct-ECK FIESUBMIITAL 7-H7 BUILDING PERMIT 7-15-97 FOR BOS 10-20-97 FOR REBD lFURNTI'fURE fllLAN NOTE§ I _ ITENS 51-K)\t,N DAS/CED ARE TO BE FURNISHED Al'O INSTALLED LNDER SEPARATE CONTRACT' an ARE SHO\\'N FOR INFORMATION AND FtJRPOSES OF COORDINATION_ 2 _ VERIFY PO'NERIDA TA CQNI\ECTION REOUREMENTS W! Tl-i FLRNISl-llNGS AND EQUIPMENT VENDORS _ lFURNJI1f'URE PLAN JK.!EY ,TEM CODE C-04 C-09 C-fO C-I I c-14 c-16 F-01 F-02 LIM-01 1-M-02 LIM-03 LIM-04 1-lM-05 HM-06 LIM -7 M-04 M-05 M-08 T-O I T-0313 T-05B T-O6 T-O7A T-O8 T-10 W-01 w-oi W-O2A W-03 W-04 W-05 W-06 W-06A W-07 W-08 W-09 w-10 w-12 w-13 'M-I 4 W-14A W-I 5 ITEM LOUNGE CHAR ST ACK CHAIR UPHOLSTERED STOOL FIXED THEATRE SEATING OUTDOOR CHAIRS SETTEE LATERAL FILE STEEL SHEL YING 'WORK CHAR SIDE 0-lALQ WORK CHAIR STOOL STOOL ROUND TABLE i-j -FRCt-.'T PEDESTAL , MOBILE DESK BOOKCASE MCROFILM C~~BINET CONFB<ENCE TABLE FOLDING TAaE QOIJND T AELE OVAL WORK TABLE WORK TABLE OUTDOOR TAELE WORK TABLE ROU'-0 READING T A&E ROUr-D RF_ADING TABLE -- ROUND READING TABLE WITH POWER AND DATA TIP -UP READ!NG TAB£ READING TABLE READING TABLE , LIBRARY CHAIR ;_ IBRARY CHAIR CHH.-D'S LIBRARY CHAIR CHILD'S LIBRARY CHAIR DISPLAY TABLE ATLAS ST Ai"-0 ACADEMY BENCI-+ ~AC CARREL OPAC ADULT CARREL ACA:JEM, POWERED SLRROLND ACADEM, SIDE T AELE R-I R-I 58 METAL LIBRAR, SecLVING WI =NDPANELS ANO TOPS 0:,o;f>) AA !:'~~ \'i -84~ C> / ._J 'Ii _I • ~~: .- ! J .-/_,,_.,.-,t-----J----~--/ ~..___ : ,' .. -,-..,._ . L-----~ * * _,.,_.,.,, ,-.- OF CA\.-\ Cardwell/McGraw Architects FURNITURE PLANS A70 1221 Second Aven..ie Seal!le WA 98101 206 622-2311 701 8 street t200 San Diego CA 92101 619 231--0751 :.:- "-' ' L/ 1 I ! ' ' ' n -" l.fs75,G1 ♦ J, DOWN -j \ I I 0lc --' ':'.".1 TI 0 ( ♦011,874 ' f ~ ' ~ • -• " I ' 870♦ ♦ 871 ~ ' 0 :J-' ♦010,873 ' !i ' ~-!' • •s12+ - ' -, ' -D D D D ---' n ♦869 u -/ / ~-~ r,-' -"~1 ff • • ,_ ' ,, -~ "'§5 J 854♦ ♦855 ♦ 876♦ ♦857 '>°12,851~52 Dl ~ ♦ 853,014 • 864 ♦1 " ,. \_ __,, ../.-' ' ]~~ (\ -"~o R X ~ ~ ---B68 ,-U -= = = = = = = -= - ='= B59 ♦ ♦ I B58 -' ir.aro \ o _______ o_ r, r, _r, --°-------□--0 ,. --• = I ti -' ; ' ~ I • I -!t • ~ C5~: i I J' ' ''>-l D • AB ♦ El ' I LI I -' • I ' ~ I 1 ' ♦ B61 I ' ~ 862 ,• B63 I ; l ------□-------rr L LJ -----TI-------□-------□ • \~ L,/ - 11 I ' 1 l 11 ' i' SECOND FLOOR E3 ♦ '--, ♦ E4 ;I • -----------~-=~~~~~~~~~- ' 'I 'I I I 0 ----------------D D D D D □ I I I I I I I I n ,r -✓ ,_ E1 ♦ I; / ( '' □ • D ♦815 --- ♦ CJ • r L B1 ♦ B3 ♦ B2 ♦ ' ' D • D 816♦ • D ---,- -\ ♦ B7 ------ ♦84 ♦ ,I. B D2 ' ,/ ~ 811 , - 81 813 ♦ (- ♦ B14 t1a !~ -- ----- --< B6 - = = = = = ), J __o~ D ---- :i!lllilli!_LI_llll I !l!illi If:; I lll ! 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REMARKS i ------- TYPE A Al CARLSBAD CITY LIBRARY 1-s· H --LETTERS REF, AIB A2 AUDITORIUM 8" H LETTERS, RccF. A!9 A3 CAU£RY 8" 1--i LE"TERS-, -REF, A19 - A4 --I CA-:LSBAD Cl:Y LIBRART IT H LET1,-RS REF_ SITE DVVGS. A5 !GRCL1-AT!ON I 6" 1--i LET~ERS, REF, I /A36 .A6 'INFORMA TiON 6" H LETT"'RS REF. I /A35 A7 CHIL:JRENS LIBRARY 6" H LET1ERS, REF. 2IA34 ~ . ~ --, , ,R,cE_,F ___ .R .• E.,N ,,_C,.E_ _ 6 H , ETT cRS , REF 1 IA34 M~UNTED ON ------S!G"JBOARD SUSPENDED FROM CLG. A9 RUBY <;-_--SCHULMAN ALID!TORILIM :4 i 12" H LFTTERS ~ 6" 1--1 LETTERS ' ----- TYPE B --Bl A I RECEIVING ' 82 A :TECHNICAL SERVICES :33 A -CUSTODIAL 184 A CCMPUTFR SERVICES :85 A FQUIPMENT - '86 ,A STArF 87 ;8 ,Of=F-iCE - 88-A STAFF ' 89 A STAFF ,8 I 0 A STAFF ------------------'-----------------Bl i A Bl2 A A I ---!__ :B16 'B IB' 5 IB ,Bl 7 A COPY STORAGE TEO-IN:c"'ACCL~S="=R=v-,=c~E~S~-----~-------------- Ci'2CULA TION SERVICES r --·oF-ICE OFFICE EQI.JIPMENT --- :Bl8 A MEDIA SERVICES ---- 'Bl 9 A CJSIODiAL !a20 A STAFF 1B2 I A 1MEN :B2 2 A WQI\AEN 823 A AIV -•824 :A BOOK DROP 825 rs~·---Oc-FiCE --------- - 826 A STAFF -------· ----- 827 --A I STAFF ------828 A __ ; V✓OMB'J ---------- 829 A MEN 830 A STORAGE -:831 A STORAGE -1832 :A A/V '833 8 COMPUTERS -----834 A STAFF -----835 a OFFICE ---- 836 A :C.-ILDREN -- 837 A i CrliLDREN 838 A EQUIPMENT -839 A CUSTODIAL --840 A iMEETli'--G ROOM - TYPE B (SECOND FLOOR) 850 A ADVINIS:RA TiON -- 851 A STAFr---852 A STAFF 853 A STAFF 854 A STAFF -..•... ' ' B5 5 , A COVMUNICA T,ONS :856 A CUSTODIAL ------ B5 7 A SCAFF 858 B ,OFFICE B5 9 8 'OFFICE REF, Al - ' i ' - -- ' - 1860 A ,BOARD ROOM ---------------------- iB6 I A 1BOARD ROOM 864 8 '3ACK ISSLES 86 5 -B i JOB CE"'N~'T~t=""R,,___ ___________________ ~_-_-_-_-_-_-_-_-_-_-_-_-_-_-__________ -1 866 8 'STUDY 867 8 -STUDY 868 A COMMLNICATIONS 86 9 : A REFERENCE SERVICES i87 I 8 OFFICE ------. -'870 B OF"ICE -- 187 2 a COMPUTERS --- 873 A MEN 874 A -WOMEN -- 875 A :SECOND LEVEL PER TITLE 24 SECTION 3 106 AND 3306 F!RE EXiT STAIRWAY TO GROUND - LEVEL NO ROOF ACCE3_$ 876 A ::::----·-i_,._ ~ PER TITLE 24 SECT!ON 3106 _ AND 3306 - I F'.RE EX!T STAIRWAY TO GROUND r----~EVEL AND ROOF i - ' ' ! -- -TYPE C Cl LIBRARY HOURS• (L :VERIFY LA YQLJT /TEXT WiTH AQCH _ IN FIELD C2 GAL ERY HOURS1 aa -VERIFY LA Y()iJT /TEXT WffH ARCH. IN "'l=LD 'C3 MED!A SERVICES HOURS• c:,_ VERIFY LA YOLJT /TEXT 1N!TH ARCi-j. IN "'l<=LD C4 F~-ENDS o,-~~-k::: LIBRARY VERIFY LAYOUTITE-XT WITH ARCH. IN HELD BCOKSTCRE '05 L!BC?ARY ADMINISTE,'A T!QN VERIFY LAYOUT /TEXT \,i"~'ITi-j ARCH. IN FIELD C6 MEE:ING ROOM 07 .ALCITORIU/v1 CB I AUDITORIUM TYPE D DI SYIJ,BQL, M/W 1NOTE• ALL SYMaO, $ PER :ITLE 24 SEC. I ' I ------' D2 SYV:BOL, M/W ! D3 SYVBOL1 M/W ' -- ~ D4 SYV,BOU M :05 S-,'M80l, w ----- ----- D6 •s-MBOL, w -- D7 ·SYMBOL• M DB SYMBOL, ~NW - D9 SYMBOL• WW - D10 SYMBOL• M -; --:01 I SYMBOL• w -:01 2 SYMBOL• M/W ,DI 3 '.SYMBOL= M./1/v ---- D14 -SYNIBOV M/W --------- TYPE E El SERVICE c'NTRANCE' ----"'~ BELL FOR ASS!ST ANCE __ . ,-2 ::XI I ONLY -. --- iE3 "'i=CHANiCAL --- •t4 . ELECTRICAL -. ' -' - ·TYPE F ' • ' -FI cc'XT PER .ITLE 24 SEC-I i29B PROVDE :01\E AT EACH ACCESSIBi E SPACE F2 VAN ACCESSBLE PRQVIDcc ON= AT VAN ACCESSIBLE SPACE ----- TYPE G ,-:,G~I ____ ,-tA,_ ____ _.Ece'_VE:;--"s::-;;R-'iG"'=~N's:CY EXIT CNL"-"'--'Y-'□'------1----------------------- G 2 A,_ ____ _cE="V"-",Ei='R"'GE""=='-'N'=C'-!Yc-oc-'Ee<X:>41'"T~O'h"M__• '--'Y-'o'-~----1---G 3 8 MAXIMUM OCCUPANCY• I 26 G4 B MAXiMUM OCCUPANCY• 67----+------------------ G5 C EV ACLA T!QN MAP c>QOVIDE 5 TC BE LOCATED IN FIELD ----1 ------------~----~ a Date: s-i5-97 Job No.= 960 1 3 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN Cl-ECK RESUBMITTAL 7-8-97 BULDING PERMIT 7-15-97 FOFIBClS 10-21H17 FOR REBO Cau~d City Library Cw-dwel/McGra.w Architects Architecture Planning lrtteriors SIGNAGE PLANS A71 1221 Second Averue Seatlle WA 98101 206 622-2311 701 B street i-200 San Diego CA 92101 619 231--0751 l'."-0, \ 'fype B Sr.gnmge Details: ,.,,. ______ SLBSTl<ATE (PROV[)E VIN'l'L BACK OOVER , WI-ERE APPLIED TO GI.ASS SL.IBSTRA TE i .. i •------. 080 ACR'l'LIC ' " ,;1-. 060 ACl2YLIC Win-I -TACTILE LETTERNG AA0 CLEAR DOT FUSE EMBEDDED l3RAIU.E PER . ·------SLOT FOR PRINTED CARD WI-ERE SCI-EDLILED ']['ype D Sigimsge Det!llils: I 14" r~CK CI/IIOlvENl ']['ype G (Coims1tructfton pelt' ']['ype lBl) t7" +/- I Elv'ERGENCY EXIT ON.. Y ALAl<M WILL SCllNJ I I I I u= I RED LETTERS I" elGI-I -- FORMAT Q --. WHITE Cl ... ' . --. ... r,, -i ,= f-o a, ,, "' 6" - STAFF ~ Cl l3RAU.E .,....,. _____ I 2" DIM'ElB< 60" AFF TYP. i. 8 112· , 1 1 -... r~=========~-Cl ¾-~ MAXIM..M oca.PAICY• ,. ---"" +---C2 _______ _.J FORMAT ... - st ,_ ! -; --... . -~ .-. "' 6" -Sll.DY ROOM - C1 !3RALLE C2 i SLOT FOR PRH'JTB) CAl<D FOlcMAT 114· THCK 114" Tl-IQ( BLL.E BACKGROI.ND !M:NIWOMENl 8 112· < 1 • ... -~ ' Evacuation M<i> "' Cl N' ~ • -~ C2 . N ' - "'" - t= Cl "' SLOT FOR PRINTS) CAl<D FORMAT 0 • ... _. -.. , . ' . ..,.._ §igimage Notes: I . ALL SiGNAGE SH/ILL t.'EET REO.JIREMENTS OF TITLE 24. CHAPTER I I SECTION I I I 58 SECTION I I 2 98 cECTION I I I 78 . 5 SANITARY FACIJTIES ACCESSB.E PARKING SIGNS AND IOENTIACA TION 2 • Pl20VIJE SHOP DRAWINGS FOR ALL SIGNS SHOWING LETTER SPAaNG AIIO LAYCUT Signage 'fypes: TYPE A• aJT ALUMN..M LETTB1S. CLEAR AIIKJOIZED , MOUNT ON Sn.DS TO SOLID BLOCKNG IN FRAMED WALLS, SET IN EPOXY AT CMJ WALLS TYPE 8' TYPE 0 TYPE D TYPE 8 TYPE F' Cl.EAR DOT RJSE EM3EDED AC12YLIC T ACTLE SIGNS SIGN FO!<MAT AND SIZE AS SO-EDU .. ED, SURFACE MOL.NT, PER SECTION I I I 78. 5 TRANSFER s-EET VINYL LETTERS • ON BACK SIDI= OF GLASS WI-ERE N)ICA TED ACR'l'LIC S!GNAGE FOR SANT ARY FACILITIES SLl<'f'ACE MOLNT, PER SECTION I I I 58 SIMILAR TO TYPE B FOlcMAT "A" GRAPHICS AUTOMOTIVE PAINT ON ANODIZED ALUMlr,,u,,t •• • ACCESSIEl E PA.KING SIGNAGE PER SECTION I I 2 9B , REF . SITE PLAN AUTOMOTIVE PAM ON ANOOZED ALUv'N..M, M0LNT BOTTOM EDGE OF PARKNG SIGNS 3 6" ABOVE GRADE ON GIILV, I I /2" D. PIPE. ADDITIO,IAL rvESSAGE "VAN ACCESSB.E" AT ONE LOCA na-1 . • ' , ., l Date: 5-is-97 Job No.: 96013 Pt.AN ct-ECK SUBMITTAL 6-20-97 PLAN CHECK FESUBIITTAL BULDl«lPEFNT FORBDS 10-20-W ~fEl:ID •• --: .- Carlsbad City Library Cardwell/McOraw Architects -, --. - Architecture Plami'lg Interiors SIGNAGE DETAILS 12.21 Second Aven.ie Seattle WA 98101 206 622-zm 701 B S1ree1 t2')0 San DiagD CA 92101 619 231-0751 ' - ; ' ' ' ,, - NOTE, -db D•6dbFOR •3 THRU •8 " D=84,FOR •':l THRU •11 ,i'.~ 1l D = 10% FOR •14 AND •18 t! '30° E3ENP D db ~ 4d bOR 2 1/2" MIN. 180° BEND 45° BEND TYPICAL REINFORCING BENDS NO $CALE TOP 6ARS·----- Wf-4ERE OCCURS 30BARDIA TYP DIA ~ = _J "'0 ------FOOTING STEP AS REQ'D REINF SAME SIZE AND 5f'ACINGs A5 FOOTINC:, REINFORCING NOTE, SLOPE TO BE I VERT TO 2 HORIZ EXCEPT Wf-4ERE S!-!011.N OTHERWISE TYPICAL STEP IN FOOTING NO $CALE OJTS!DE REINF , • ,,.---OPEN END BLOCK SOLID GROUT---.... CUT FACE 0F--- 6LOCK FOR PJLL HEIGHT OF WALL \_VERT REINF 4"'DIA. 2'-0" MIN. VERT REINF 2-IIE> MIN AT 12" CMU 2-115 MIN AT 8" CMU 2-,t,6 MIN. AT 12" WALL 2-,t,S, MIN AT 8" WALL PLAN AT CORNER NOTE, PLAN AT INTERSECTION I. OUTSIDE REINF. TO EXTEND AROJND CORNER, INSIDE REINF TO EXTEND A& FAR A5 POSSIBLE AND BEND INTO CORNER CELL 2. Wf-4ERE SINGLE LAYER OF REINF. OCCURS, 6END REINF. A5 SHou.N FOR OUTEIIDE REINF TYPICAL RE !NFORCING AT INTERSECTION OF MASONRY WALLS 11 NO SCALE REINF f'ER PLAN 3/4 TOP SEAM WEL D -1 Ii.I" ,-,~___, 51 'A' _,,,----cONc TOPPING CLOSURE PLATE 6db(3" ~ 6db(3" MINJ , ---+-/ '"--p ~D db ':l1Zl 0 BEND 135° BEND BAR ,t,3 ,t,4 ,t,5 -6 #7 SIZE D I 1/2" 2" 2 1/2" 4 1/2" 5 1/4" TYPICAL STIRRUP AND BENDS NO SCALE REINF FER PLAN (LAP=2 '-0") -I 11rnfil, , ,Jljnlll-. I - CON5TF;UCTICN JOINT (CJ) TOOLED JOINT-..._ W/ 1/8" RADIUS NOTE, l/8" • I- I- db #8 6" I. SLAEl JOINTS S!-IALL OCCUR IN SQUARE OR RECTANGULAR PATTERN W/ 212)'-0" MAX. BETWEEN JOINT& EA. WAY UNLESS NOTED OTHERIJJl&E ON PLANS. 2. ADJACENT POURS MUST BE MADE AT LEAST 8 !-!OURS APART WEAKENED PLATE JOINT (l!JFJ) SLAB-ON-GRADE JOINTS NO 5CALE HORIZ REINF TO ----- 6E CONT THR!.1 JOINT SEE~ ---DUR-0-WALL R1.166ER CONTROL JOINT MATERIAL ---JOINT SEALANT CAULKING AND ----- EIACKING 60TH SIDE& OF WALL NOTE, • • PROVIDE JOINT WHERE INDICATED 6l" "CJ" ON PLANS AND WALL ELEVATIONS TYPICAL VERTICAL CONTROL JOINT 3/4 'A' 'C' 12 51 3" TYF. _5E_C_T_IO~N--@ LLII-IERE 2 '-12)· CANNOT BE OBTAINED, E.XTEND BARS AS FAR AS FOSSIBLE AND HO/ --✓ 2 -,t,5 HORIZ. __,----2-,t,5 VERT. TO EXTEND FROM FLOOR TO TOF OF WALL REINFORCING AROUND OPENINGS IN MASONRY WALLS --WALL 15,t, 6LDG. f'AFER SLA6 NOTE, TYF 15OLATION JOINT 5LAB ON GRADE I. ADJACENT POURS MUST 6E MADE AT LEAST 8 HOJRS APART. 11 I . A'r~~~=l ISll;;:;I ,t,3 CONT-_,,. TYP \__ 4t t FOR SLA6 REINF. SEE PLAN--~ TYF DEFRE:55ED SLAB-ON-GRADE SLAB-ON-GRADE JOINTS 3/4" MIN. DIA .. -" ANC!-IOR 60L TS . (i UN.O. z Ill r: [Q ' r: <:ll Ill CONC.--.,,, 6LK. WALL • 6" MIN. • EM6ED. .. - rt. _J u 3/4" MIN. DIA. ANCHOR 60LT &TD HEX NUT 4d ANCl-40R BOLT INTO MASONRY TYPICAL ANCI-IOR BOLT EMBEDMENT INTO MASONRY WALL WELP TYPE 'El' ,-.,~~ I 112" LONG 3/4 'A' 'C' 2" MIN BEARING UN.O. p LON6 '6' 2" MIN ~EARING ,-.,.-.,.+-,~ U;N.O. ANGLE OR6EAM LONGITUDINAL SECTION DEPTH MIN SECT PROP GAUGE 'D' 'T' I( IN4:J .s(IN3.J -S<IN3) 2 1/2" 3". 20 '2'.8% 0.534 0.564 2 r 112" 16 '2'.319 '2'.401 0.415 SPACING 'A' '6' 12 II 12 II i'2n 12" TRAN5\/ER5E SECTION CLOSURE le END CONDITION MAY VAFrr-&EE DETAILS NUM6ER OF \l.ELDS PER SHEET REMAl-!KS 'C' 4 WELD MA l" 6E OMITTED WHERE SHEAR STUDS OCCUR 1 NOTE, DECK &HALL HAVE A MINIMUM OF 2 eFAN5 PER SHEET. TYPICAL COMPOSITE DECK WELDING 11 51 t- ~-ANGLE OR ElEAM CLOSURE PLATE LONGITUD INA·L 5ECT!ON DEPTH MIN EIECT PROP GAI..IGE 'T' I( IN4:J <6(IN 3) -5(IN3J \ Ii.I" 20 0.22 0.234 0.24E, I 1/2" 18 0.302 12).321 sZl.33E, I 1/2" 16 0.319 0.407 0.415 ANGLE _.,,, CLOSURE le OR BEAM END CONDITION MAY VARY-SEE DETAILS TRANSVERSE SECTION SPACING NUM6ER OF lLELD5 WELD TYPE '6' FER SHEET 'A' '6' 'C' 2411 :2-4 II TOF SEAM 1 12" 12 II SIDE SEAM 1 1211 12" TOF' SEAM 1 NOTE, DECK &HALL HAVE A MINIMUM OF 2 SPANS PER SHEET. TYPICAL NON-COMPOSITE ROOF DECK WELDING 18 51 -SLEEVE D'A. NOTE, WI-IERE FIFES ARE TO BE MORE THAN 2'-12)" BELOW BOTTOM OF FOOTING, STEF FOOTINC:, FER~ OF Plf'E +2" .---:;,-PROVIDE COLLAR W/TIG!-IT FIT CL05URE-T:rF. '"]¥ FTG FARALLEL TO FIFE NO D le.GING FOR FIFE TRENCH FARALLEL TO FOOTING WITHIN T!-IIS AREA X NO PIFE TO 6E PLACED WIT!-IIN THIS !-IEIGf-4T Of'TION~•L CONST J·?INT WIDT!-1 OF TRENCH OR 9" MIN ----0 FTG PERPENDICULAR TO PIFE PIPING AT FOOTINGS NO 5CALE FLAN OF CORNER NOTE, 312) DIA 2'-0" MIN FLAN OF WALL INTERSECTION FLAN OF T1F. CORl'IER llJHERE SINGLE LAYER OF REINFORCING OCCURS, 6END REINFORCEMENT AS 5l-iOI.I.N FOR OJTSIDE ElARS. TYP RE!NF AT INTERSECTIONS OF FOOTINGS, BEAMS, WALLS L3x3xl/4-- METAL DECK SUPPORT -TYP W6EAM COLUMN-- FER PLAN z r: - '° TYP. METAL DECK SUPPORT AT COL. 14 EXTEND 6AR& 412) DIA (2' -12)" MIN i,!"------~-,r'/ 2-#E> IN HORIZ. BOND 6M UN.O. FTC:,.---.~ DOWELS 1n11 CLR. -ri. --l ~u 51 __,---WHERE 412) DIA CANNOT ElE 06TAINED EXTEND 6AR AS FAR AS POSSIBLE A.ND PROVIDE STD ':l0" HOOK UNLESS NOTED OTHERWISE, 2-#E> CONT IN !-IORIZ 60ND BEAM-DO NOT 5f'LICE 6AR5 OVER OPENING 114 VERT IN FIRST CELL EA END OF LINTEL AND AT 16" OC-HOOK END& --2-#6 AT 12" CMU, 2-•s-AT 8" CMU VERT EA SIDE OF Of'N'G AND END& OF WALL, UNLESS NOTED OTHE~IEIE 9--f:I . rt. '" . _J So LINTEL 6LOCK SECTION @ $ECTION @) TYPICAL LINTEL AND END WALL REINFORCEMENT 51 GENl:RAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE S; ARTING WORK AND NOTIFY THE ENGINEER uF ANY DISCREPANCIES FOUND. 2. IN CASE OF CONFLICT. NOTES AND DITAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE NOTES AND JYPICAJ. DITAILS. [)ate: 5-15-97 5/15/97 Job No., 9 60 1 3 P! 1tJ O£CK 9.Jt , m AL ----~----- 3. CHARACTER OF FOUNDA1i')N SOIL: SEE SOIL REPORT BY NINYO & MOORE 6-2(r;7 p A I Q£CK HEi J&\fTTAl. DATED JANUARY 4, 1991 (UPDATED FEBRUARY 11, 1997), ALLOWABLE SOil BEARING --=-~---· PRESSURE = 2000 PSF. FORMATIONAL ~ATERIAL -CLAYEY SANDSTONE, FILL - CLAYEY SIL lY FINE SAND. EXPANSION INDEX=28. 4. WHERE NO CONSTRUCTION DITAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS OTHER SIMILAR WORK. 5. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WALLS, FLOOR AND ROOF OPENINGS BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND. l0-20-97 f'Cd Rl::£C) ~~---DESIGN CRITERIA 1. 1994 UNIFORM BUILDING CODE A. ~OOF LIVE LDAD = 20 PSF (FLAT) \ 6 PSF (SLOPED) B. FLOOR LIVE LOAD: 125 PSF LIBRARY LIVE LOAD C. ROOF DEAD LOAD = 25 "SF (FlAT) 29 PSF (SLOPED) D. FLOOR DEAD LOAD = ' :, PSF E. V = ..I&._ WHERE Z " 0.4, I = 1.0, C = 2.75, Rw = 6 (C.!.I.U. 'NALLS) Rw = 2 (0.1.1.R.F.) NOTE: USE THE LOWEST RW IN CALCULATIONS = 8 BRACE FRAI.IE IF THERE IS A MIX OF 6 AND 8 IN ANY GIVEN = COLUMWS FLAGPOLE DIRECTION. = 3 (FLACPOLE) F. WINDLOAD METHOD II, EXPOSURE B, 70 MPH. SPECIAL INSPECTION REQUIREMENTS 1. SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF USC SECTION 1701. 2. ALL CONCRETE WITH ULTIMATE COMPRESSIVE STRENGTH GREATER THAN 2500 PSI. 3. ALL SHOP AND FIELD WELDING, INCLUDING STUDS ON STEEL BEAMS AND STEEL REINFORCING SHALL BE INSPECTED BY AWS, QC-\ CERTIFIED INSPECTORS EMPLOYED BY THE OWNER. 4. ALL HIGH STRENGTH BOl TING. 5. CONCRITE BLOCK MASONRY. 6. ALL EXCAVATION AND BACKFILL PER SOILS REPORT. GENERAL NOTE 3, ABOVE. 7. ALL EXPANSION AND EPOXY ANCHORS. REINFORCED CONCRETE 1. CONCRETE SHAU. HAVE A MlNIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI IN 26 DAYS, FDR BEAMS, COLUMNS. MITAL DECK TOPING, FOOTING AND GRADE BEAMS AND 2500 PSI FDR SLAB ON GRADE. 2. NO PIPES, DUCTS OR SLEEVES SHALL BE PLACED IN SLABS OR BEAf1S UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 3. TYPICAL SPLICE IN CONTINUOUS SLAB REIN FORCING: LAP BARS 30 DIAMETERS OR 2 '-0" MINIMUM. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 FOR #3 AND ASTi,i A615 GRADE 60 FDR All OTHERS UNLESS NOTED OTHERWISE.. 5. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN PLACE PRIOR TO PLACING CONCRITE OR GROUT. 6. DRY-PACK SHALL CONSIST OF ONE PART PORTLAND CEMENT, TWO PARTS SAND, PROPORTIONED BY VOLUME. MIXTUR 8 SHALL BE WETTED ONLY SUFFICIENTLY TO MOISTEN THE MATERIALS TO A POINT WHERE A BALL WILL FORM WHEN SQUEE7,~ BY HAND. MINIMUM COMPRESSIVE STRENGTH = 3000 PSI. 7. MINIMUM COVER OVER REINFORCING SHALL BE AS FOLLOWS: , CONCRITE CAST AGAINST EARTH-3" CONCRETE CAST-IN FORMS BUT EXPOSED TO EARTH OR WEATHER: #6 AND LARGER : 2" #5 AND SMALLER: 1 1 /2" CONCRETE NOT EXPOSED TO GROUND OR WEATHER: SLABS, WALLS. JOISTS: 3/ 4" BEAMS, COLUMNS: 1 1 /2" STRUCTURAL STEEL 1 . STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 2. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. HIGH STRENGTH BOLTS SHALL BE FRICTION lYPE A. AND CONFORM TO ASTM A325SC (SUP CRITICAL). 3. STRUCTURAL TU Bl NG SHALL CONFORM TO ASTM A500 GRADE B, Fy= 46 KSI, 4. PIPE COLUMNS SHALL CONFORM TO ASTM A53 GRADE 8. 5. NUTS FOR HIGH STRENGTH BOLTS SHALL BE HEAVY HEX, GRADE C, CONFORf.llNG TO ASTl.4 A563. 6. HEADED STUDS EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A 1 08. 7. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING APPROVED ELECTRODES PER AWS SPECS. E70XX (LOW HYDROGEN ELECTRODES) UNLESS NOTED OTHERWISE. B. NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS PER ASTM 1 09. NON-SHRINK GROUT SHALL BE JNSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON-SHRINK GROUT WITHOUT TAKING MEASURES TO PREVENT BUCKLING OF ANCHOR BOLTS UNDER CONSTRUCTION LOADS. ' 9. METAL DECKING SHALL BE FABRICATED OF SHEIT METAL CONFORMING TO ASTM A653 GRADE G90. 10. STEEL CONSTRUCTION INDICATED AS AESS SHAU. CONFORl,I TO SECTION I 0 "ARCHITECTURALLY EXPOSED STRUCTURAL STEEL" OF T.HE NINTH EDITION OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES • MOMENT FRAME CONNECTION WELDING NOTES: I. WELDING PROCEDURES SHALL CONFORM TO AWS D1.1-94. 2. BACKING BARS SHALL BE REMOVED. 3. NO WELD DAMS SHAU. BE USED. 4. FULL PENETRATION WELDS SHALL START AND FINISH ON RUN-DFF TABS. 5. WELD MITAL SHALL HAVE A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT D DEGREES F. 6. THE FABRICATOR SHALL SUBMIT THE PROJECT WELDING PRECEDURE SPEC'S (WPS) TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND APPROVAL. 7. THE WELDING PROCEDURES SPEC: AS A MINIMUM SHALL STATE THE WELD POSITION. ELECTRODE lYPE AND SIZE, TRAVEL SPEED, ELECTRODE STICK-OUT, VOLTAGE AND AMPERAGE WITH ACCEPTABLE LIMITS, BEAD SIZE, WELD SEQUENCE, STRESS RELIEVING AND OTHER RELEVANT DATA , I ' I 8. WELDING INSPECTIONS SHALL COMPLY WITH AWS S1 .1-94, SECTION 6 & 6 PART D. 9. ALL THE WELDS SHALL BE PREQUALIFIED AND ALL THE WELDERS AND INSPECTORS SHALL RETAIN A COPY AND BE INSTRUCTED IN THE WELDING PROCEDURE SPEC: - 10. WELDERS SHALL BE QUALIFIED WITH A CURRENT CERTIFICATION ACCORDING TO AWS 01.1-94 CHAPTER 5, PART C. 11. MOMENT FRAl,IE WELDING SEQUENCE SHALL BE AS FOLLOWS: ONE END OF EACH BEAM SHALL BE ALLOWED TO COOL BEFORE WELDING THE OTHER ENO. BOLTS SHALL BE TIGHTENED 24 HOURS AFTER WELDING OF FLANGES, SHEAR TABS SHALL BE WELDED AFTER BOLTS ARE TENSIONED AND FLANGES AND COVER PLATES ARE WELDED (IF APPLICABLE). 12. ALL FULL PENETRATION GROOVE WELDS FOR MOMENT FRAijE MEMEBERS SHALL BE ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND BY AN ASNT TECHNICIAN AND SHALL CONFORM TO LATEST EDITION OF AWS D1 .1, SECTION 5 AND 6. CONCRETE BLOCK MASONRY 1. BLOCK: ASTM C90, lYPE I, OPEN END UNITS, MEDIUM WEIGHT, f'm=1500 PSI SOLID GROUTED, UNLESS NOTED OTHERWISE. 2. GROUT: ASTM C476 GROUT SHALL HAVE MINIMUM ULTIMATE CO!,jPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. 3. MORTAR: ASTM 270, TYPE S. MORTAR SHALL HAVE WITH t.llNIMUM ULTIMATE COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. 4. REINFORCING STEEL lYPES SHALL BE THE SAME AS FOR REINFORCED CONCRITE. SPLICE 40 DIAMITERS OR 24" MINIMUM, UNLESS NOTED OTHERWISE. 5. EXPANSION ANCHORS FOR USE IN CONC. BLOCK MASONRY SffALL BE ITW/RAMSIT REDHEAD OYNABOLT SLEEVE ANCHORS INSTALLED IN ACCORDANCE WITH ICBO REPORT NO. 1372, JULY 1996. Blaylock ({) Engineering Group •Strudural Engineers 1775 Haricocic St. Suilfll 250 Son o;ego, Ollifomfe, 921 "IO Phon-11 {6Hl) 5,._J--4719 FM (619) 5-43-0661 ----------- Carlsbad City Lbw y Cardwel/McGraw Archik~ets Architectl.re Planning Interiors TYPICAL DETAILS AND GENERAL NOTES 1221 Seca1d Ava-ue Sede WA 98101 206 622-2311 701 B Street t200 San Diego CA 9210\ 619 231-0751 I ' ( :2.1 2.4 4 4.5 7 13/11!," '-8 13M," 16'-tZI'' 14'-13" 14' -8" 14'-8H 14' -13" I I UJALL 'CJ' i ( (f"--------------------------------------- 11 I I ~: 1 I I I I 11 I I I I C :::t I/HI---__ __. J..--;:....+--,;J--1',,f---r-> I I\ r.L--~-=l::f4,lj....~ I I -=--=---,ILl'+-,:,<- 1 I I 11--r- l I I I &' ·"" I I ~ h I -"2) II r I I I I I I I I I I I I I I I I I -r I I I I I MATCl-l I L ,I) ' "' -CiNe---t __ -=- L I L 7 I I ' . I I I I I I I I L __ J 7 _J ------- r---- 1 I ' 1 I ) ~ \ ' I L STAJf.?----._ FER ~....-1 52 L _J I ~-- 1 512 FOUNDATION l/8"=1'-!ZI" r= 711 I L 01-1 r- I I 1 ~ II< - Cl LINE 'F' FLAN _J r I I I J I -.J (J <)) Q ' in 6 SITYF --------- L _J ------------------ L .J NORTH WFJ FER>---a.---l TYF-__,,,,_......, -, 1 _.J (J a <I) <I) - Q Q ' I in in 14'-8" 'CJ' ------- I L _J L _J 'O() (/ ::J _ _r--- I I =r I ~lw <CIZ r _J I I ' \ ' A in I ti) "' - Q y I I" RADIUS NOTE: PLACE ST AIRe IN MONOLITI-IIC POU\.:: --1t4 6AR FULL IJJ!DTI-I OF eTAIR, DOUJEL INTO SIDE UJALL UJI-IERE OCCUR€> --"-'"'" ,--._----MATCl-i TYPICAL, 5LA6 REINF T'YF CONC STAIR ON GRADEC};) 5:2 < ~ate= 5115191 •. ,)_ob No.: 96013 P1..AH ;;.:: AE9JBMITT AL 7,_-_,,8c..:-'d7C!..-__ _,BULL,= ~"'°,,,._r'E,,,,FMT=,__ ___ _ 7-15-97 ·FOR BIDS FORREBD ( ., , ' < ◄ I ~' ~ ·, I I !ZI'-!:> 13/16'"'~ --...I i. \ 6ECTOR 'C' _j _j <{ 3 Q I - "t ' 11) "' -- ,I) ' "' ,I) ' "' "' I C E F.I Q --=-¥---1 F.2 NOTES: L SEE 51-!EET SI FOR TYPICAL DETAILS AND uENERAL NOTES. 2. COORDINATE EXACT LOCATION OF OPENINGS IN MASONRY WALLS AND SLOPED OR DEPRESSED SLA6S UJITt-1 ARCt-!lTECTURAL AND CON5UL TANT DRAWI~5. . 3. EXCAVATION, FILL PLACEMENT, 6ACKFILL, COMPACTION AND 5LA6~0N-GRADE PLACEMENT 51-IALL 6E PREPARED IN ACCORDANCE WITI-I &O!L REPORT REFERENCED ON &I-IEET 51, uENERAL NOTE 3. 4. FRIO!'il: TO CONTRACTOR REQUE&TING A 6UILDING DEPARTMENT FOUNDATION INSPECTION, Tt-!E GEOTECI-INICAL ENulNEER 51-IALL ADVISE Tl-IE 6UILDING OFFICIAL IN WRITING Tl-lAT THE FOLLOWING ITEMS l-lAVE 6EEN PREPARED IN ACCORDANCE WITI-I Tt-!E SOILS RE.FORT: I A. 6UILDING FAD PREPARATION 6. UTILITY TRENCI-I 6ACKFILL AND COMFA<...: rlf"ll'l C. FOUNDATION EXCAVATIONS. LEGEND: ,_ Ci::-... l. 'C-1' INDICATES COLUMN FER~ ~ 2. II) II) INDICATES STEPPED FOOTING FER ,& . ' ~ 3. 'CJ' INDICATE& VE!-eTICAC' CONTROL JOINT IN MASONF-!Y UJALL FER~2 5\ ~--4. ~,~·.: .: J INDICATES AN AREA WI-IE~ TOP OF SLA6-0N-uRADE ELEV. 15 OTI-IER THAN TYPICAL. REFER TO ARCI-IITECTURAL DRAUJINu5 FOR DEFTI-I, SIZE AND LOCATION. &. ( AES5J INDICATE& ARCI-IITECTURALL Y EXPOSED STRUCTURAL STEEL MEM6ER5 (5EE 5FEC&J. ~---..-----&ECTOR '6' SECTOR 'D' '---------' I ! I '-----' •. '. KEY PLAN . Blayk,tck $ Engineering Group 1JV1Cu1. •Structural Engineers 1775 1-iaricoc~ Sl Suite 250 Sor. [)111g0, Coliforrno 92110 Phone (619) 543-47HI / .. FAX (619} 54j-0667 -----·-,~~==-- Cardwell/McGraw Arc ects . . ' Archifteclure 1Planf!in9 _Interiors FOUNDATION PLAN SECTOO A ~ ... 1221 Secald Averue Seattle WA 98101 206 622-2311 701 B-Slreet t200 San Diego CA 92101 619 231--07~ 1 ~ 14'-8" 14'-8" I , ' -... -' -~ -. ·-·-~ - 14'-8" 3 e12 ·-, . 14'-8" 14'-8" 'C.J.' ------------,,-------------------------------------~f-------------- . r r- I I L_ r L MA TCt-1 ~ I I ------------+-~ -r- I I I --' L_ r _J L v'' -r-- I I I _ _J L_ _J ----__.._..,_ ~ v - I --' I t -. I I I I I :, I I OFEN r L _j L 3 51251M - , ---+ I I r- I I L_ -------,.,:,c------ . \ 1l 11.4 12 16 '-Iii?)" 11 ' -)Iii?) " \Iii?)' -2" 13' -3" { I • -------7---~----~----~---------------------*~ I - --'" s• -bu I I I I I I r I I I I I I I I I I 18 512 SIM ----- 7 r I I __ _j ~OF COL v:> / / / / / / / / 6 ,, C (ii --,Jf----j D {0 I 0 j 51M. {0 ,, I 0 E = ~ "' ..Q ' "' -F LINE ~ I r--------------7 ---------____________ _J \ 11) ~ (/ ----~ (/ FOUNDATION PLAN \ NOTES: NORTH I. SEE NOTES AND LEuEND ON SHEET 52. I 1 I I 11 516 \ Iii?)'-!:, \3/16' f=.I "' ' 11'-S 3/8" ~ F.2 \ SECTOR 'A' ---------SECTOR 'C' SECTOR 'D' KEY PLAN I • -< Date: 511 5/9 1 Job No.: 6-20-97 ,,-PLAN CHECK RESUBMTTAL 7-8-97 BULDNO PERMIT 7-15--97 FORBDS 10-20-97 FORAEIE , I ,- Blaylock $ Engineerin . Croup ,.vvt.1,1, ~ •Struclurul Engineers 1775 Hcncock St Su1t,e 250 San 91aigo, Cahrom1a '92110 Phone (619) 54J-47HI FA:< {619) ~4.!-0667 I I • -- ~ • l . I ' - ,- ' \ I ' ' ~ ,I "- '' ' ' ' '. 'i 'r \ / i- , I , , , . --l I . Carlsbad City Library __ _!. / ~ Cardwell/McGraw Arc.1-iltects I __ ..__-'-------' ·-----,, ,,. .,,,, . r Architecture Pia.ming Interior,!( . ' FOUNDATION PLAN ,· SECTOR B ,_ 1221 Second Av81ll8 Seattte WA 98101 206 622--2311, . _- 701 B street 1200 San Diego CA 112101 619 231-0751 ·· -. • I I I I I I I 10'-8" ,' L J r2.4 7 13/16" lei·& l V6" .!...J 3 I _.J I 14'-8" f 0.1-L ~-t-j ,-..,.._, ,-...,...--, ,~ I~ ,-I I I VJ,-;,L7_-rr_r:_,77-;,l-r_TT;_1'77_'7_"71_ -----11..111 ....... I TYP L...---7 .3 Sl E,'-8" I I r---- -,!) SLOPE I PER ARCH ------, I), (/ _J I I I I I I I I I' I I L ___ _ .;i~-.-";._~~-;•~,:-,.,. ·, [--~ -,1"!-"''t-,! -~--,.--,.-•- '.,7!½.~~~*~~1~: ~. .~~ - ~"'T'~l:1 ~~~~~1.~~9---~-:; -.!Ac :·11.~ ;,-,;,. __ a_-_ -0:: ..... ;,'!<~~~:"""~ ,~~~,; ,~l;4ii~tr;= J~;:~~ -_ ..,.._,._,-,._ ,~-::is -·"""L~ s-., cbl-{¢,.eLAS-Wt -4' At ?f~~~ '~i!7,'\' ,Cci;~~:~:f;, ~ E-;~fr ~A.;,:'.'A..T St.AS-~\ ,~, <,•c~>lffi·., · c,'C»~' -· O'""r:,s-.. ;, dA ... ,,..,_,_,_,,,,.,._.., ~--·I~ .. ~~"---,;: ...-,::~r::-~; o;__:,'"-yi;_~,:1~: ~•••U!'li&,,;;-lii;,,,i' Y~ fGt.:.c,-: •0 --"•u -· -. ,··.ifi',~"'""'-".,,.t"'~". AFQFl' &~IER -OV!:R"~ "" _ .... ~ ~~---~~~-d'-l"--~~-~-11 --__ ,_ -----_ · "==- -,,-:-~:,'5-,:"'?'-.-"o0 -i .v-"\l.~,-4 ._ .cisRAVeL,-ttF .c•f-~:,fl--- 14'-8" --~:.~*~:.{'!(:; :~~~i;~: -__ ..,._ ~•-""---~ "'}._ .:: -:_2:':-~T --~,,,_~\?; ' ~~~:~i~~ -:;-";-•--;:,-T"~ rr. ___ - -~ ::~ -.€~~-:-~-~·~-,-------= : ~i~i~~ ~-~-~ -------- / ---~ I 2 TSl0xl0x&/lb I 518 TYP. ! TYP 14'-8" 14'-8" PLANTER.._ _ _,. PER ARCI-I 11'-4" FOUNDATION FLAN NOTES: L SEE NOTES AND LEGEND ON 61-1EET 62. / □ J _.J 6Gl. 612 < LINE 'F' ~ -__ -,·,.:,: __ 3'-0" TYP -- --□ " / -~ ; + 14' -8" NORTI-I r I ; " I -r-J h I 4h \ I -' i \ 5.5 0 1 , !4'-8" 14'-8" 14'-8" 14'-8" ) L 8'-0" 6Gl. 4 612 r--, I I v' I), 14'-8" I _J _ _r---- a1-ei11 SGl. 1'-0" 1r I I I I I I I I I I I I I I I f I I I I I ____ J -----------WATER FEATURE PER ARCI-I 4" CONC SLAB LU/ ~x,&IIJ.E,xl.lJS LUUF AT SLAB~ TYPICAL AT EXTERIOR ' / / ~ T5I0xl0xS/lE> TYP I I ~ I I ~ SI\_ L ____ _/_2-;y~---I ----------- 12 512 ' TYP 14'-8" 14'-8" SECTOR 'A' SECTOR 'C' I I 14'-8" I :rl olw t-z -<[I_ I::J I ' . -.I_ , • " ~ ~ I ~ ' -:I WFJ PER rrP (MATCI-I J S TO PATTE~ FER ARCI-I) i ---------- PLANTER PErii!: ARC!-l'L -- 14'-8" KEY PLAN 'I - ll) ' 't '<t I !9 .n N "I" I .n '<t Q I -N SECTOR '6' SECTOF<: 'D' • I - F.2 • J J r ' 5/ I 5/9 7 Job No.: 96013 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMTTAL 7--&-97 BULDNJ PERMIT 7-15-97 FORBCJS 10-20-97 FORREBO ( Blaylock , Engineering Group lM •Structure! E~gineers 1775 Hanooc-k Sl S.uate 250 San Diego. Co~rf orn 10 9211 0 Phone (6,9} 543-4719: FAX (619) 5'J-0667 • --------------' Carlsbad City Librar 1 '- Cardwell/McGraw Architects j • I,. • / , -----.,., Architecture P~~nning Interiors ~ . , f FOUNDATION PL..AN SECTORC 1221 Second Avenue Seattle WA 98101 701 B S1reet +200 San Diego CA 92101 I 622- 619 231 J ' ' \ [ T , I ( J J I MATCl-1 LINE - - ; J .. (./ 14'-8" ; .__ ---' .__ __, 1 SI • J 1.5 14'-8" • 8 e.s 14'-8" 14'-8" L _J .__ ---' I 14'-8", 15 518 L __ J " L __ J I ) ' ' L ' j ' _J l l "'----"' / X r -I , I ~-;:~~~~-~~~:::-~ -~~~~=1::--~-~-:7::-~-::-~-~~~-~-~--=2=~=-2-E:1::.2::::~~~~_J -!=~~~~=~--~ r-----_r-----7 1 -::---:-----~ ------_,J v I --I '1 • L __ __J I (./i,,. : I ~ I --5" CONC SLAB W/ ,..4 ®18" I 1,1-t---f---.---EACl-l UJAY AT SLAB ct. ---i--'! t I . L--- OVEFi? 2" SAND OVEFi? 6 MIL 3'-6" VAF'Ofii? BAFi?Fi?IEFi? OVEFi? 2" SAND OVEFi! 4" C:RAVEL, TYF' ---7 L.~-~-~-~~=-=-~;i_ __ SIM 17 I , I -:~~-~-=-~-"'.:__,:;'-':...]tbL~-=-~-~-~iJ:t_c_~-=_~_::li-!,!!!-,~~;..· __ /Jl~~Lzz:;~r---rz:tz:2'.:;;tt:z-z_zz:;_~t,z--v~:._~zz_::22r-7iz I .--1-wPJ FER(,kip I I ;, I 4" CONC SL W&xUJ5 lW.F F'LANTEFii. FER ARCl-l::'L ___ _.,- 'i?t-"iFfr--- 14'-8" , (MA TCI-I JOINTS I I I TO PATTEF<N FER ARCl-l' LJ -I I ---14'-8" --- 3 518 TYP T51r2lxlr2lx5/16 'TYF I FOUNDATION FLAN 1/8" • l'-r2l" NOTES: 14'.-8" 8.4 NORTI-I I. 6EE NOTES AND LEC:END ON 51-!EET 52. • / I " Q I "' 512 5" COLORED CONC SLAS (GALLE~ BLDG ON!.. Y J LU/ 4 .-T 18" OC EA WAY AT SLAS ct. OVEFi! 2" SAND OVER 6 Ml[ VAF'Ofoi! BARR!ER OVER 2" SAND OVER 4" GRAVEL (COLOR FER ARCl-l'LJ -------- ---------- TYP ~ Q I "' 18 2 T'T'F' ,r ..::r~ ---□ ~---- 512 TYF' 14'-8" 14'-8" 14' -0" -' .. \ ' I ~ ~ □ □ le>.I I YF'. -- ' . - 11 SECTOR 'A' SECTOR 'C' I L KEY PLAN --J j ' i l \ \ l ' ' l ' I i ' ! ' ' ' \ I I I ' ' = "' Q Q I .r, N ' Q I Q .... I in-.... Q ' SECTOR 'B' SECTOR 'D' ' I • F.1 F.2 G J ' J K -· .J' --Date: _e,;.,5191 '-Job No.: \ 8-20-97 ' PLAN CHECK ftESUEMTTAL 7-8-97 BIJLDINQ PERt.fr --~ 7-15-97 FOR BOS 10--20-97 FOi.REW .- ' fi f f I • ' I ' ' ( ) l , ~ -' ,. -'i I t., ! ( • f ' j_ ,.., \ Blaylock (}) Engineerin Croup •Structural Erigineers 1 775 H-ancock St Suite 250 San 01-e:90, Cajlfom1{1 91'110 Phone (619) 5--t-3-41 \l,. FAX (6113-) 5~ J "'...67 f \ J-- ' I ~ ) I ' / >\ ~ ,J , ' , (\ I _, I I ---~--: I , , Carlsbad City ~ilu c (.. I ~ -"'----,;,- / Cardwell/McGraw'Archite11ts • '---••T•----,-\ . , ' ,.. ;, Architecture Pit.''.: , • ~ \ ,teriors ' ---~ ' FOJNDA Tl';N P?...AN I SECTORD f -1221 Second Averue Seattle WA 98101 206 622-2311 701 8 street t200 San Diego CA 92101/ 619 231-07-51-, - ---~ -. ----~---- \ \ •-, .-I , '· '" ..... • i ~•---"'--<' '---r· --: ---· -:-----I_, ----------·'·-----~ --_, -,_ -----~-(-. ..... -~ -, ~ I r -/ -..... ---. ~ . i -' -'--I - ~ 2 2.1 2.4 .3 -5 > ' I I f i / ' ' '-I r , 7 I • ~ I TYF 8 CONC TOPP-ING 513 513 UJ/#3 Ai 18" OC EUJ OVER \ ---CJ 3" 2""==A METAL DECK FE~ ( 51 I I I ~ "' "' X (fl X (fl ,II N ,II N ~ 3 -3 ,II TYF N I Wl2x14 X (fl ,II I W12x14 3 N I l b ,II Q UNIT C) ~ ,II C) C) C) C) C) C) C) C) DECK ';i N FER Q I~ Q Q Q Q Q Q Q Q (fl cit, ~ (fl TYF TYF DRAINAGE\ X ,II N (fl Q MEC!-1 I l N TYF 3 l) Q 3 FER ARCI-I Q &G ~!ii) I 4 UNIT 513 "' W12x26 -16 FER TYF OF-S W2x4 MEC!-1 YFE 8 ----~ -I DO Wl8 x3S 2<:i W21 x84 7 UJ27 x84 7 □ ) UJ18 3& □ □ .I I 11 OPEN 46 46 ./ I 11 I Lfii:1e-• I ...,_~ 12 DO OPEN I 524 ,Q ';i 01 ,II ---.,g N ';i C) C) C) C) () C) () C) 3 X 01 >ll 14 Q D. Q D. Q D. Q Q N 3 56 51':J 1 N UJ12x14 §] ~ ~ b :/P • ~ 3 !O • ~r<J~~ ~ •' & SIM 6 UJ2I 44 W21x 44 --W16 x26 -·Wlb x26 W16 x26 □ ----?! □ □ 16 22 -------14 14 14 ► ► () 0.' 0.' ~ N Ii"\ x Ii"\ ,1) Q C) C) Q C) C) Q () C) C) Q -l Q Q Q Q Q Q Q Q Q N :'!:. Q 3 N 3 X -----£:I () ----- Wl6 x26 3 Q UJl6 6 Wl6x26 1bx26 Wl6 x26 W24 16 112' I 42 I 14 I 14 14 14 }O 4A V. I 513 .; I \ OFEN I "' ,. MATC!-1 _______ 1 ___ LINE ' ' ~ • N .g N .g -'° '° C) "' Q () 0 0 Q N N ,,,\) ~ X ~ X N ' >ll ,II Q Q Q Q Q Q X ~ ~~ .,g 3 3 3 (J1 (P 01 (P (P N N N N~ N 4A 3 - UJlb x26 ,,. " W24x62 W\6 ,□) I W24x16 I ~ X N 3 lel 2'3 42 14 N N / 1 ~ 1 ;!: X .... ~ / X a Q 0 0 C) 0, Ii"\ ~ ti'\_.;£! f('\ Ii"\ N ti'\ 3 Q Q Q D, /0 , Q --3 --, ✓ , WI4 x22 UJlb II I I I I I I I I I I I ~ I I I I 51 SECOND FLOOR FRAMING FLAN -NORTH 1/8" = 1'-0" NOTES: L 5EE 51-!EET 51 FOR TYPICAL DETAIL5 AND GENERAL NOTES. 2. FOR TYFICAL 6EAM CONNECTION& 5EE ~ ~ 3. LIGl-lTWEIGl-!T INSULATING CONC AT ROOFS FER ARCl-!ITECTURAL DRAWINGS. LEGEND: L [ji] INDICATES NUM6ER OF HEADED WELDED 5TUD5 PER(&'\ ~ 2. 'AE5S' INDICATES 5TRUCTURAL STEEL MEM6ER MU5T CONFORM TO Tl-IE NINTl-l EDITION OF THE Al5C CODE OF 5T AND ARD PRACTICE FOR STEEL 6UILDING AND 6RID'=iE5, SECTION 1'2', 'ARCl-!ITECTURALL Y EXPOSED STRUCTURAL STEEL'. r----7 3, I ICZ,,:;!)CZ,11 l L ____ ....J INDICATES APPROXIMATE SIZE, LOCATION AND A55UMED MAXIMUM WEIGHT OF MECl-lANICAL EQUIPMENT 6ELOW. COORDINATE EXACT LOCATION OF EQUIPMENT WITH MECl-!ANICAL DRAWINGS. I -l -----------------\I) ';i (P ,Q N 3 x26 ,, , .,,. / f 'C) 0 Q C () 0 C) Q Q 0 Q Q Q x2b UJ1bx26 W14 :.!2 l T • I I I II ~lw <llZ r: _J I SECTOR "A' SECTOR 'C' ; '--,;,-> -l . --. c ' -. / '< --.... ' ' ,.... ,i: -"-, , . r ,.._. ---.. .. " ,-\ ~ ~J ,II ';i §] ,Q 3 □ ,.g §] ';i ~ □ ~ §] x N 3 -· §l ~ X N 3 CJ j. T ~---~---'- i I'---' 4 ... KEY PLAN INDICATES AN AREA Wl-lERE TOP OF CONCRETE TOPPING ELEV. 15 OTl-!ER Tl-lAN TYPICAL. REFER TO ARCl-llTECTURAL DRAWINGS FOR DEFT!-!, SIZE AND LOCATION. INDICATES A MOMENT RESIST!NG CONNECTION. --, . "' . \: • --i -~ ~ -"- ~ J , \,---') ·-.,,,-' ) ---• -. ~ -\ --d _,._ ' ~ , ' 0 - , , 6.<3 @ @ © • _J 1 _J ~ ------@ ~---iF.2 I SECTOR '6' ------ SECTOR 'D' " , ,-::., ' ' Oat! Job No.: ,• . 96013 '_ ,, 5/ I 5/9 7 . . ~--\ ---.., -...... 'fill'-r f-...!-1'! ~ SUIMTTAL '---,, ..,.-l ,. 6--20-97 PLAN Cl-ECK RESUBMITTAL 7--fH17 BULDINO PER~ 7-15--97 FOR BIDS 10-20-97 FOR RFI() '( . ) . _/ I ,,. J • ~ ' • /\ - \ \ ( l • ' !, - l / l ; I • . ,-, ' , .,,. \." I* .,,. ' ., ( [~ ,, ,. ·.5 ..'."<" .. ' ' t . ' ' , , , ~ . , " -., ri1- - ✓ t " i -., . \ , J. I ~EBffila~yililo0◄cckk~-7, -=~~::--::.,.,,--t $ Engineering f Group 1 •structure! F'ngine~rs~ 1775 Hancock s':. Surtia-250 Son Diego, Cclif~nn:i 92i 1p Paoc• (619) 54J-47)9 FAX (619) MJ-0667 Carlsbad c;(y,~~ary · ~ CardwelVMcGra<1>1 ArcNtects ' '---~--· -----~-~ ~ , Architecture PlanniilQ: 1n~eriors , . • . , , ' 2ND A_OOA/LOW ROOF , , , FRAMING_ PLAN· -• ,i-s·©. . SECTOR A ~, /. Q . :_ . ?221 Second Avt.. ,ue Seattle WA 98101 206 622-23fF. :-· OI B 81real t200 San Diego CA 9210! 619 231-0751-, . ~ ', ' I i " ' ., .1, I " ',11 '' I' " - ' ' ' , ' ,I I ' " ' '" .TYP sd I () 0 0 Q I C) Q ~','►,", '' ,,,;,,_~ ·-'_,,. _.,_, 1 .' ' '" 8 YF. 1--,,.."'"·,·· &13' • ,, •• (i) (l () Q () Q , ' 8 l I 8 -'hT-~~"'~:,,> I ,,, ·t., ''1• ' ,l;' i ' • ,.......~ CONC. tOI r='ll-lG i.l}J 1 1 CJ. Wl•lla'.~ At l!:1 1 ' O.C. l:LUJ. OvEiF!:' ~l ?>" 2~A. MET Al. DECK PER · · . , e1 ' ' ' ___ _,11 I l .__ - 'I Ji I I ®] 13 COORDINATE:. Cf\ X (fl .l)c-,, 3 ' "', 11 , I -~-::J,➔,-_..,._1,:-:..:iil'YF 513 I ""-i'c+-OVERI-IEAD l MECl-l'l. ~M. LAYOUT FER ARCl-1 _.,,.· -□ \ UJIE>x 1 \ !11~1-W21x. Ul21x 4 CL-------=1;:.::4..::E>.:...;:;..I ------0-1----,=.4=-~=.=c.:.----1---- 524 WI ARCH'L UJ24x e I I . UJl8x3S 2~ ., . Cl..,,._---~17.,;..;;..-vi C) Cl () 0 Q Q ·TYF 8 () Cl 8 8 8 Wl21\l4 14 ~~OPN ~ UJl,.-x i& w·I1&x e, Wl"-x ,,:: IJJ1'1:>x 6 3 · 3 --□-,-,."'-....----□---...----□ --"'--"'---□ ....,....,..,....,,-.---□ -I 14 I 14 I 14 I 14 I WIE>x!it& ] 14 ! 8 8 R' ... ; - llJIGx ~ . 14 14 () Cl Wlbx " ' g 8 '' e 11 SIE> I ·I SIM I I· SIM ~ 1,,0D ~~ 11~-!l () Cl 11 ~ i1'l I •1• ,!) N ' ' 3 I. t: I I' " ' 8 : ,8 0 Ci '',1 O WIE>x 2<& lb 8 01 N OREN 8 (fl N 01 N 2 8 8 8 -·--- ' ,' T,F ,,. ,, ,,, UJIE>x 6 UJ24x16 UJ24x6~ ~ _,.1~14.,....,.I---I-,---r-:4~2"T"i3H-...-:--;-:,~.---I---..,..,,.5~4-------o~-,..-:-- -, I' f ,', I CJ: MATCM ·~ ---------1., )NE . , ' ' T " g ' I : I' ' ' 1; 1 • I I ' •. ,It ' ' I ' j ' ' " T. ' ' SECOND NOTES: I 1---,-.....,n 11 11 JI FLOOR/ LOW I. SEE: NOTES AND LEG!:ND ON 5HEET Se. ,, . ' ' ' ',I ,-::i ,,:S' ', I J ~ I " s ru X N 3 ' i ROOF 'f X"1 N 3 CJ t : ' ,, FRAMING ' ' rn' " ' 12 ' ' FLAN 'I / 'i t L 'CJ ' " , r, <' 0 n ,, t 2A C) n NO~Tf-1 .. , 513 () ' ,, ''' /' Q ,. ., 11.4 , ' ', I /, ,, ' 1 '-c' ,, 12 I ! ,' _..,.' ,, c12 201 ' ',, I J ,"''•~-.C c~ ', 0 ' ' -~-.... , -',~·~,,,_•~ !., ,,-;: '1 ,, P/2 "xle GA VENTEDC}?e, , ME:T AL DE:CK l°E:R SI . . ' ' ,• ' ' ALL eEAMS w1ix1~ "."'(f'. UN.O. 0 c,., '. ,'- ;.;-,:,e, ' ' . · 'r .~ fi:,,ll;".' ''' , ,·. ~~ ' ... ~'"' ;!:.-' r , ·=-i--' ,, ,,J ',;·: «,,i: ~ ~ f .: ,; '✓> '. ' ', ' 't..i·-....·_.,,~ , ', 'I ' ' " " " ' Cl2x2e>.1 CT'Yf' QF !4) ' J • I C'2x2(2),1 __ __.. (TYF OF 4) <AESSJ ,I ., ) '$ECTO~ 'A' ----'--,-;'I'"" 51:CTOFic 'C' ( AE&Sh 'v".....__TYP. KEY PLAN I ' " '' ',' 0 .[' ' ;,:{ J" ' " ' ''1 61::C:TO~ 'e' --_, -......_., -eecro~. 'ti' ' ., ' ,.,_, <;--~~ ........ , '' ·-,-~ e • : I r ' r, " I I I . ' ''1,. ' . -.t ,v,,.:i-:1,1::'i:',o_ ·"a .r, 1,:~ <[_ ),'\ ,,.~,,,.r !'•~; -~ ~ .<•;;. ,, ,,. Datei 511 5/9 1 Job No/ 9 60 1 3 . ----------------" . _,_,, __ ...,........__.,........,.._ : T-15--97 '10-20-97 .,-, PLAN Ct-ECK FESlffl!TAL EllLDNO PEIMT -Bl'~ '<, ---......... -..1 -FOARell:> ·, . . ,, , ,,,, :1 C ', ' ' . ,•, '' ',/ ,' 71 ,, ' ' I I•' ,. ,, • er ' » : ' : ., 1,' ,, Blaylock· Englne~rlng" Croup •Slrucl~rol EnginM';'! 1775 Hoicc.~ck s\ Swt-!li 5o San Otego, :::.::Momi:i ~~· 1 a Phor>< (a19} ;..\3-4719 1;,\X , ('>19) 543-06~7" ' '' CardWeD/McGraw Architec1s '' '. • ' . · .. '1 -:;., ~ " .;' ,•:.-:~:' <. ,-, .. Arclitecture Pl~ning Interiors I, 2ND FLOOR / LOW . ·· ROOF FRAMING PLAN, SECTOR B , . I · 1221 Second Averue 5ea1t1e WA 98101 206 622-23111 70I B street 1200 San Diego CA 9,?101 619 231~ ~ ' -' ,Ji." : ' ' ' l'' -_ -. '"" '.(._ -· - ~ ,-I :r ~ -<{ ,-.. ,3 ·' 0 w • 0 w ' a w ' - ' .. .. ~ ,-I / ' H \. 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SEE NOTE5 AND LEGsEND ON 51-!EET 56. / - Wlbx26 DO , ' I ' 4.6 0 Q DO DO T ' ' F , ~ W1!Zlx12 g C) Q C) a C) Q • • \ C) Q ,, . .,,. .,, .,,. _,, C) Q ~cJ ' 0 Q WI6x26 □ IDl6x16 C) Q /4A\ . _j§13 a Q C) Cl a---- g \· -~•,..,---TS6x6xl/4 FLAT / \\ ~~a.: AND LOW C) Cl )' .. / 1 \ __[§18 TYF' C) Q - ' / 18 '\ J§11 - - - C) Cl 0 Cl (126"\ I, I _j§l8 TYF' SECTOR 'A' SECTOR 'C' J_ C) Q 0 Cl KEY PLAN I . -- C) Q a Cl 1 f ? z z 7 !6 '\ ~16 TYF' I, ( ( F ------; F.2 SECTOR '6' SECTOR 'D' • _,r,r H j K • -~~•'--97~-~--pt ~Ill Cf,ECK SUBMITTAJ.- 8-20-97 PLAN CHECK RESUBM'TTAL 7-8-97 BUI.DINO PERMIT FOFIBOS 10-20-97 FOFIREBD Blaylock $ Engineering Group , •Structural Engineers 1775 HoncGC:k St Suite 250 Son Oiego, Coi,fom10 92710 Phcr.e (619} 5-4J~47'!9..,.- • ' ' ,_. ,( I ' --' \ . ' ' I -- • t ---,. ', j f FAX (6-19) 543-0667 , ,_ ; ____ , ______ :-=::::::::_:_, I' 1 Carlsbad Crty Libr~a_-______ . Cardweff/McGF8.w Arch~ectsi- I 7 II ~,UJ -::[ 1z; r:I_J 0 0 0 I~ I 0 0 19 0 MATCl-1 CJ l 0 523° -0 CJ 0 513 0 0 0 Q 0 0 0 0 61E> 0 0 0 0 -------LINE OPEN 1 tn"xl8':IA ---i--~ VENTED MT~L DECK PEFI: 18 £,! SI ~ i--,,---, 3 OPEN 0-0 0 Q TYP • Wl4 x22 Wl4x31Z> TYP OPEN W1E>x2E> 1-11 WIE> 2E, 1 N ~ N SIM 3 4 3 20 · 8 TYP 8 8 0 0 12A 518 TYP 0 0 ' ' TYF 518 l½"x20 GA VENT¥, M:TL DECK PEFI: !8 ' TI!"' 61 TYP y TSbxi&xl/4 1-!IGI-! AND LOUJ-TYP 0 0 0 Q 0 0 0-0 0-0 I IE> ! 518 rrp TYP 11 11 N N X 11 st 3 11 - ~ II 0 0 II II ~ I II 11 eis LI 8 0 11 Wl'2!1xl2 514 ' :::J / DO 0 o~~ 0-0 518 DO 0 0 1'2!1 51S :::J 3 51S DO 0-0 8.4 4A 513 ~ N N £,I ~ 3 £,I X Q 3 / \. £,I X ~ N X Q 3 X TYP st 3 0 0 0 Q Wl8x3S 12 O 511 0 N 0 N 0 X 't 3 T-1 MC1'2!1x21.9 . TYP I& SIS T-1 N 0 N 0 't 3 614 0-0 --Tehx':lxl/4 FLAT 1-!IGJ..I AND LOW-TYP LOW ROOF FRAMING PLAN NOTES: I. 5EE NOTES AND LEGEND ON 51-!EET !'IE>. 0 Q N x Q i 0-0 ' CJ 0 0 3 61!; 0 0 y ( ~ Q 0 Q . 3. W14x22 n! ~ 3 0 0 I 0 0 l~"xla GA VENTED MTL DECK PEFI:~ TYP 7¥ 1-1 ·- il/2 ''x2rZ> GA VENTED MTL DECK PERW 7¥ J 0-0 ' lel.1 NORTI-I 1 0 Q 8.4 11 st xr "' 3 11.4 " WIIZ>xl2 1rZ>x12 TYP OF (4) \ . - 12 f 515 I ' ~ J .J .J ~ -.Ii·•= ~ ., ' ' • ~..,...~::,w, s • -' J ' ' F -----<@ -----F.2 --0 IV2 "x212' GA' VENTED MTL DECK PEFI:~ TYP ~ NOTE, ALL &TEEL ON Tl-IE 1-!IGI-! 'Fi!:OOF \ FFl:AMING PLAN 15 AE55 ---0 10.1 ~IG~ ROOF FRAMING PLAN 5ECTOF1: 'A' 5ECTOF1: 'C' 1 I I I I -~----J KEY PLAN SECTOR '6' &ECTOR 'D' ' 1 " -• .i ·--.,,,,., Date: 511 519 1 '"J-cc No.= 9 60 1 3 =--------• ' ' 5-i5-I.-t'~"""i -~~-v,,;:_;...!..~Al 6-20-97 PLAN CHECK RESUBMITTAL I 7-f!JJT BUl..DINQ PERI.IT 7-15-97 FOR BIDS 10-20-97 FOR REBD \ \ \ i r ' \ . 1 • [ / ' ' ) I Carlsbad Cit) • v '--,,~ -;----"-.,_.-~_' 1 ... i ' I ) • r n -,r,.--,,r,, - / • . - I 1 l I 4) G) ~15 / ; ; / ; ~ Wl4 x22 0 Cl □ 0 Cl g ..... 0 Cl - I I ! 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"' t , _______ _.,,,.\ _____ ...__:,.. _______ ,.. ______ ~-------"'"·· ------- r --r I ' --0 -----------<@ NOTE5: L &EE NOTE& AND LE"iEND ON 51-lEET 56. ---------8 --------1 C --® \ .J ~ _, _,_1i,J.:...----<0 __ ___, F.1 -----1 F.2 I I-IIG:1-1 ROOF MET AL DECK ZONE DIAGRAM NORTH NO &CALE 510510 NORTl-l SECTOR 'A' SECTOR '6' KEY PLAN f j," I ,---...__ Da.~._. oi"'r:>,9 , JoSNo.: 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CHECK RESUBMITTAL 7.C-S-97 BULDINQ PERMIT 7-15-97 FOR BIDS 10-20-97 FONREBD Blaylock (:Jf Engineering Group •StructurgJ Engineers 1775 Hancock St S1,1te 250 -San D•agc, Cal1fo-rn1c 92110 Phon11 (619} 543-4n9 rn. (619) 54J-0667 ' . Carlsbad City Library (if' Cardwell/McGraw Arcj;!iiects ' \ , / ' Archfiecture Plarnnirja Interiors . ' ~,: ,I. " ' • 1- I ( HIGH ROOF/CLERESTORY . ~· FRAMING ~LAN-' , I 8"11 /R\.. .::.: SECTOR A U'Y~. -1221 Second Averue SeaHle WA .98101, 206 622-23il% 701 B street t200 San Diego-CA 92101 619 23!-07~';' ,T • ,}'l ' .:; " , 1 ' _f ', ,,, ',' -.,, ,1 'l ' " ' ' . ' . ' ,, '' ' ,, ,,. i " "' 1 3 f I. i () a () Q' () Cl () Q () Cl 8 -' ..... , 8 8 _,,,.,. // () Cl 8 .... r ' ' i () Cl TYF': ~ ' '' () a 8 •' ., I ' I \ 8 i ' ',,' i, ,. CJ I ,"' I I ' I I I I ' ' I I I I 8 ,,, ' I , I I I () a g ' . ' ' 8 I V 0 _ __,UJ,:.cl4;;,:..,;x:.e.2;,._ __ n V ~ I, I, v I, v () a ' " v ~ v ' l, " It " ',.' '. '• ·,, ' Wl4 x22 . ' W14 x22 Wl4 x22 UJ14 x22 \IJ!b ~31 UJ:2: x44 -'--□---'--------o,-, _....:;..;..;,.,.:.;,_ __ □--------p--;;;:.;..'--;.;....-""' o-. -_;c.. ..... -. --.. -. --o--""--------, ...... ___ _ -' d UJ:21 x44 ,, ,,. / ,, ✓ _,. ✓ .,. ✓ -, ,, ✓ ✓ / ✓ () Cl '. ,, '' () Cl 8 (j Cl ,' () a () Cl I () Cl 8 ',, ' I .. -. ' W12 xl4 ,. ' Wl2 xr4 I,.,.. 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' ' ;, Blaylock , · $ Enginee~lng •, · Croup · •Structur-o1 Engineers 1776 Hcncook st Sui~• .250 St:ln OJ-ego, Coilfornlo 9211 Ci Phi;:ne {619) 54J,.4719' rib: (Q1'!i)' ~~-066? ' ' Carlsbad City Lb"ary: S J045 O!l/30 l'Ji>(JCTll Cl>I-' CaidWel/McGraw Architects ' ' Architechre !Plann" Interior,· · I h'IGH ROOF/CLERESTORY.•• FRAMING PLAN.· ... SECTORS,. 1221 Seconci Averoe Seattle WA 98101 701 B street +200 San DieQo .OA 92101 . .. " I I I 1i" CONC SLK WALL SOL IP GROl,J7EP UJ/ :t•t6 AT 24" OC (V) AND 2-.i& AT 3~" OC (1-1) 8" CONC SLK WALL ·· SOLID GROUTED W/ #SAT 24" OC (V) AT -.¢.OF WAi..L AND t& AT .?>2" OC (1-1) AT ¢.Of' WALL A-~ -~A -PER FLAN I-IIL Tl Ke,11 55 EXFAN5ION ANCHORS < ICElO ,14627) eMeED 4" (SIZE: AND NUMeER OF eoL re F,eR ' , UN!l MANl.aF> 112" JOINT--._ , !=ILLED WI . COMFf<:E551BLe !Is A'r 12'' · OC EA WAY l )\ '' ' : AROUND .. ECH .UNIT (VERIFY SIZE Of' UNIT W/ MECH'I,.) MATERIAL --,--+--r-Mr--t -1-~-i,---1--,1r (TYF ALL ' _, ,. . I -+->re"'c3'=-' 'AROUND) I CL!-< ' -1' ,, ·1 ' ' t,, L O r ' ' ... 'l/;I'''• . , CI-IAMFE~ ,-:'iYF . 3/8" t='EA 4R.AVEL •' t ' ,, ' I, ' . -.: 1 • I I I I I TYF' ISOLATION F.AD FTG DETAIL " ' ' . ' . ',I ' '' -, ' ' ") '( '.,', l, _<' '" ' ' coNc 5LAe . FE!-< FLAN , ', I 3 511.A '' '' '' ' ,, 'I'' . :,_; ,,:,~;'. ' ' 7"' . _,,.,. '~ ,, ,. "TT • '~ . .,.. ·:,,,.,.,'.,,; __ · ,,.'.' · 1/:2'' JOINT ~ED IJJI • ''' COM~e>Sl~LE 'l ' ' 1' ' 'jf' I, . , MATE~I.AL (TYF j ALL At-<O;,IND> 41-~--;r-,- i rla'· CHAMFER, TYF · ·· _I' ' · .F' N 160LA"'ION ·FAD Flu - ' ' 'I ', ' 3/8" , :: a.RAVpL 1 I 7r FOR I NOT~. l;ll-10.i,t,.;, SEE S1IA r '.," i ' 'I , ' '' ' ,: I, I I' . ' ' ," ,I I -, ' \, , .. i ) '' ' • :,' ' . 1' I' I'•' ,',, •• '' ' ' " ' ",._ ' .. ,,_ ,_ -'--~. ' /'c-C:.MU WALL f¢'!ER PLAN ' ; <,. ' ' ,,I • • I ', ',J 511A ' ' ·, ' ' ' '' ' ' ,, ' ' MEC+-IANICAL 6UILOING FOUNDATION FLAN . J I• -' I, ', 1 t ~"'f-0"1, ' ' ' I I I I I ·1 ' ,, ..__....,_..._-i:-.....i----~---1' :>1ECH'L ' r----..... ---7 I _ . , I I I I . . I L,____,_.__,.,....,.._ _ _J r _ ___,_, ___ .,., I I I I I I I I I I L---~--.J '', ,' --UNIT F'ER MECH'L M Cl-lANICAL BUILDINC:i: ROOF FRAMING: FLAN ' ,, ' 6>11A $IS t,Yf' ,, 't ·1 ' ' I I ,· ,' $1M ' ' ' ' ' 4 e11A 515 ' •-,' EQ '' ' ,, ' ' ' ' ' . " ' r,, 511~ NOTE: ' ' ' ' ' '' ' ' ' ' ' ' ' ' ' ' 7 ·: / ' -' '_I ,·,,, . SHA 51lA L 5EE NOTEe ANO LEC:;END CN . J ,'' ,SHEET 5&. . 2.r6P OF UJALL izL~vAr10Ne FER 4RCf.4. . ''',, ' £::---1'"'!:R MECH'L ' ' '''. ,. '' I I , 6 S11A $11A · Date: 5, 1519 7 5"15-97 PLAN Cl-ECK §UEl,ffiAl. 6--20--97 .. f'LN,I Cl-ECK RESOBMrrTAL . ,· BtJLDNQ PEf-M1' ' ' ·: . ,,,10--'15-91"--"'---'I-OA->:!.!-"'BIDS"". "'---,----,--'--' _,. ,.....' '- ' -',FOAPEBD ' ' c'' ' ' ' ' ' ' '' '' J' ' ' , Blaylock . . ~! Engineering ·, . Croup · , ~71-1~~~~~~ ;tngd~?e8i~o , ' , -$-::·n Cle~o, Ci:;hfor,1ic 9211-:i ,., , P~cn-ei (61'3) 5~~ .... ~7l9 Ft,.i.. {Ei-l';lj 543-~6Q7 .. ' ' ' 'II, '' : . Car!sbad -City Library. ' ·, - ·,-,_ ', : "1 ,, 'l ',, ,-::·,, ' ' '-' . , ·car~II/McGraw Architects '., ' '' ' ' Arclliecture Planning Interiors -' ' ·,4221 Second Aven.ie Sea\tllt WA 9810i ~ 622-2311 ', ' 701 B s~ eel t200 San Diego CA 82IOI 619 231-0751 ' ' -------------------------.--------.---------.r--------------T'-·-1 > ~ -,--...,__ --4------------------------i-----------_._ _________ ..;....;,..-....-------.:.c::· ._. _"-,;;_ _____ ..1... _________________________ . '-.; ~ f & (l ' . ~ oc ...J u - "' -~ n. >-t- ' 0 z s r: [l ii) lH r: w . ' , ~ COL ,,,-' -'----.._j AND FTG I I :1 I I I I ~I rl . -I I I \ I 11 I I I . w I • • • • REINF FER / 5Ci-lEDULE ,, 3" MIN CONCRETE . PROTECTION ALL SIDES 5#6LDG PAPE \5LA6 FER FLA -. I <sj" n. I >--f- w '. -w 1l w • • <I)-<( I . FTG. SIZE FER SCI-IED. 3" SEPARATIO 8" CONG BLK -- WALL, SOLID uROUTED W/ # S AT 24" OC VERT AND #5 C-1 T58x8x3/8 IYl4x1'-2" ':l'-6"x':l'-6" l'-6" 1-#7 C-2 T57x1x3/8 3/4xl2x1'-IZ>" 1'-IZ>"x1'-IZ)" l'-2" 1-#!:, C-3 T53x3xl/4 S/Ewl.zix.zi'-10" 3'-6"x3'-6" l'-IZ>" 4-#4 UNO_ I Ii.I" r + C-4 T54::4xl/4 S/Sxl,zix,zi'-10" 4' -IZ> "x4' -IZ>' I' -IZ>" C-6A W12xS8 1 l/4xl8xl'-6" 8'-IZ>"x8'-IZ>" l'-4" C-66 W12xS8 3/4xl6xl'-4" 6'-6"x6'-6' 1'-2" C-6C W12xS8 3/4xl6xl'-4" S'-IZ>"x!:,'-IZ>" 1'-IZ>" C-6D W12xS8 3/4xl6xl'-4" 4'-IZ>"x4'-IZ>" l'-0" 1/4 1 \t:I " r + + 0-;-;-1/4.,...,,,-( T,F + JT PER @iAND~ + + + + ~ ~ FLAN re FLATE PLAN COL. PLAN 'W'6ASE PLATE ISOLATION JOINT~ 12 --COLFTG FERWUNO ~ AT 32" OC HOFi?IZ DOWEL5 TO MATCH VERT WALL RE INF LAP 41Z> BAR DIA (3 " MIN) ,,,--WALL FER~ STD HOOi< (TUFi:N UFJ LAF' 40 6AR DIA EM6E (3'-6" MIN) #h I MATCH SPACING OF CONC BLK HORIZ REINF • • 1 • t 1 , 1 1-·1 I " I --11 I I I 1· • • • • l - 1 • • Trr: :111~m·: :m. rn- SEE PLAN ,, l TS COL 1ND FTG /t. .1---T& COL leGA BLK'G -~--iir----n--t--ir:r-rir-FER PLAN W/ 2-# IIZ> &MS EA END AT 36« oc I I I I FINISH PER~ ARCH'L I I --METAL STUD& ElOTTRACK SLAB FER PLAN =.-'!<--lp;~-,1--1-_.if-C,,o,_;;;;qJ.---c-'I. "" ' - 1----...::ls:=::r I <sj" FAD GRADE . l)j7500 I J 3" CLR TYP OF CONC EDuE METAL TRACK ~- 5LA6 FLANS STUDS ~ ..,, «\ d I ,---~ ,. • • • ·-=I I 1=1 I 1:..:.:1 I I~ -. , ,-m w! Tf......:j 3" " -rr~ CLR: · -!A • ' - / 11 \ _lgl2 ' I' - "' il ...J 0 I l .. 41_!2;)11 • . I I I I I I I I I I I I 1--I I I I I I I I I I I I I j I I I ' " . ' I I I I I I 6-illlZ> VERT · CONC cpL ' i13rnFER~51M ~ -----8" 6LOCK WALL Wi-lERE OCCURS FLAN §ECTION ' ;1 ! I-/ I I I I L,-- I J.----I I I I J I I : : J_.fff-1---'li TS COL I I J 1 AND FTG I I I u -1' -~ I -:c"k I I 'St I 1.,__->i<-------i I I I I I I I I i ',Jl=l_ I - I 'I I I o" ' I l ' . ' ' I I l n EDGE OF C TS COL'S FER FLAN I I l ,, ONC "' -I u FOR INFO NOT SHOU.NSEElJu ~ ~FINISH FER ARCl-l'L 1----1 I ' : " FAD GRADE I I 't I I -• ' I I I I ::=/II /ll~II=-' :::,[ 11 I 11-11 ' I la L# I& II I . · TYF. µ,-,--- ' ~ I I I in I I I ,, l '-.L ·~ ·-_ I ------- _ .. ....-__;,"'.:; oL.r, LUALL - •~'-,i) GRO'J-F'" l!J/ #/ ,t T 24" VERT CENT!=:R ,D AND #b ,1 T 32" HOF<:IZ UNLJ ---J DOWELS TO MATCH-----.. VERT WALL REINF, LAF 41Z> 6AR DIA (36" MIN) FIN15H GRADE -8" CONC ·c:>1..1< ,UA1..L SOLID GROUTEJ:, ill/ #S AT 24" VERT CENTERED AND #5 AT 32" i-lORIZ. AT @ ~ TYF. ------ 3/4" •I' -IZ>" SLAB FER FLAN l SEE PLAN . -#S AT 12" AT FTG5 3'-IZl" AND WIDER I AT I,,_,. oc 2 '-IZ>" "' , .. ~ ,.__ I .. ... .. 1. • I-TTT=TTT:=ITT=ffi= I , ' l.'l f--u. [l ~ ...J 0 0 <I) f-- ill ' -=111 I ·11 t 8" 3-# 4 --------I . " • I -I, 2' 6" -. I ,?"#6 VERT (ltZ> TOTAL) I #4 TIES AT 12') f I j , I I , , I I I VERT REINF FER (11\TYF p -, • . -+---------r---"J ' I i - -II!'. Q -I ' Q_ -u )--N -~ --.L-. -"' f-----~ "-/ ' L ( TS COL'S I 3" CLR ~ . T,F CONC FTG ~ 512 .. ----01 ,--CONC COL ,AND FTG FER~ • ~12 ff:!3/4" Ill - -~==:t.+ ______ --'k- ~ PLAN SECTION COL IE! FE!'<? --- FLAN ANDu"'i ~- I I ~ TS COL FER FLAN AND SCi-lED #30AT ':l'-' ----,lf----'-1'~-h~" - 6-#b' VERT --t-----,.---1.,..-l,t--r-,,---,-----, • 11'1 -1- • I I I I J ==1• •- -, u-11 I I I I ~F""'Lc..Ac..N-'-----0 ------LINE OF ELEVA TOI'-! PIT 6EYOND FT6 FERW ~ ~ Q ' "' TYF = II!'. _{:' -1 -u I EGll FIN uRA 15~1 DE 8-" TYP Ea • =c·-~-''111.L.!.1_:111' '~1 I 1'' '1 -l: 1 r • ~ - I • ' 11--' ' II! ' ...J ~ n. >-"' f- SEE ARCl-l'L #4-CONT--- .,,,.--SEE ARCH'L . • -114 DOWEL& L AT 12" TYP ' 2 1-!Z)n 5EE ELEV MFR'5 &FEC'S FOR EGlUIF'T REGlUIREMENT5 lie!:, AT I~" TYF--- ALL SIDRS AND SOT EW !ri I I I I I I -I I I 1---.i'c...-f.-...:,,,..J, i'1n: • t-=-· ~· __,;i• I~ Q WATEFi?~ ..'.. PFi?OOFING FER ARCl-l'L 12 4 WALL I . ' • • I F ' ' "" , ' ' I ' I• • ♦ • • ' . -~ • l'-l 11 -111 -I 11 -I • J r • • .-1 t1-411 • • \ FOOTING, FER PLANS I HORIZ-.._ fi!EINF CONT DOWEL VERT -- BARS TO FOUNDATION FLAN SECTION w i= = -----i~ I ---• DOWELS TO MA TC!-1 VERT WALL REINF LAF 4/Z> BAR DIA (36" MIN) - , .,, '\ ' . -~ .:-J" .. ,. • --11 -, I ,~ . n --\ - Tl -. • ·, . :114 AT 12"":,...., . ,-r,------.. . ,_ L. -CENTER RE INF UNDERNEATi-1 TRUSS OR BEAM AESOVE . ' #3!"1 I JAT 8" -------- 6-116 VERT (b-#7 AT@) ~ CLR I Ii.I" 1'-,1£ #3 TIES TYF -@ -" ~ ~ 11'1 ' ..., I 4-#9 L/ PLAN SLAB -0 BLOCKOUT '- . - , - 5-#S-FT G 6'-IZ>" SGl Gs 8' -IZ>" 5Gl 1-#6-FT - .r . ' ""'-"" ... '' • • I ... ' • - ~ I ' • : z 't- :'.. l: (J'I ' '1-111-1 "" l 5EE FLAN l ,, FOR INFO NOT Sl-l0111N SEE@ WATEFi? ~ PROOFING, =i_ X PER ARCH'L -~ ~ -<( : II!'. ' ~ "" ,, ·~ d -f• ,. .. ,d. ~1 .. 't• -_, WAL~ FER 3 , 512 ,-------L<:...+.£.L_ __ t- =I TOF OF HARD5CAFE -- OR CONC PAVING FER ARCi-l'L 3-#S CONT _J EXTEND OUT~ BARS THRU ' . R .. COL FTGo ___ _./ #4 AT~" OC / - I " -,· - / 1' -llZ) I t:I " ,. 512 <sj" z :'.. r: ,I) I 1,ib ~10.: 1),,60 I 3 ,.; . -' . ' 5-1!Hl7 PLAN -.=-v ?JBMITTAL -----~ ~ ......... -=='-"-'=---- 6-20-97 PLAN CHECK RESUBMITTAL 7-8-97 BlJLDINQ PERt.lT 7-15-97 FORBIDS 10-20-97 FOAREBD ,, ' ' ' I ' I\ Blaylock. $ Engineering Group •Structural Engineers 1775 H.:mi:::ock Sl SL.J,te 250 Sari 01ego, Co!1for,.,10 9-2110 Ph-or.e {6111) 54J-471-g FAX (6Hl) 5-4J-,,,el".' ' ArchHecture } ✓,,, nirlij interiors FOUNDATION· DETAILS. , \ ( J,- 1221 Second Aven.ie Seattle WA 98101 206 622-23tt·. :, 701 B Street t200 Sen Diego CA 92101 "619 231-otSi, . ., -------------------✓....,.--,,.------, -:::-.~~""."_.-----.,...--l-'l"----------------"""" ......... ~,... .. , --....., - ~ .J. I l (l).l/,-,4B---< ~ FULL HT le: EA SIDE AT@ ~ 2 1/2" 1 3/4" TYF ft 1/2" 3/16 TYF' 6EAM TO BEAM / l W BEAM BOL T6 ---t1- 12 1/2" T46 3" 3" 1/4 6EAM-TO COLUMN FLANGsE /-;,.,..,-if+--< TO COL 1/4 FLANGE 6EAM TO COLUMN LUE6 TYPICAL BEAM CONNECTION 3/4"=1'-0" _J I REINFFERW AND PLAN p 6EI6MIC SEPARATION FER PLANS . --fl t ' J ~-~ <( w METAL DECK 1!l TO L WELDING PER~ '7¥ 2-117 J- CONT WALL REINF AND ELEV FE~~-- ' " 11s[JAr 24" + I I + + I I + + I I + + I I+ l I BM CONN FERW p I .;_ PECK i WELDING PER~ 61 / FO!'ii! INFO NOT 6HOIIN6EE~ 613 ,' $ j $13 _J J: 1i <( w w <I) I ' . ---- ~')-OF-BOL. T5 REMA~ -' 6M 5IZE wa • . . Wl0, MCl0 2 Cl2, Wl:2 3 W14 I ~ Wlh 4 , ! --( Wl8 ! :, - W2I 6 W24 , W21 I e . NOTE& I. 60L T5,! 1/8" DIA A32!:> UN.O. 2. HOLES,·STANDARD (UNO oN FLAN&) 3. CONN. fl'LA TE THICKNESS = 3/8" 4. MIN. EDGE DISTANCES SHALL BE PER AISC · 5FECIF!CATION, TABLE \.16~.l W s,_ FOR 6';1 TO TS COL. CONNECTION iEE ~ 2A __.-,-WAl-L REINF FER LU UN.O.~ ' • .. FOR MET AL DECK 2-•f>J- CONT UNO 1-•4---'i CONT 1 1/2" ~ON-6HRINK G~U11" METAl DECK ORIENTATION PEIi<: !?LAN ' ' } .; -.... AT 12'' ~ i ! ' -ORIENTAT!ON SEE PLAN '---L3 1/2x3 l/2xS,/lb WI 3/4" DIA Ae AT 16" FER~ 13 TYP 6 , &13 DECK WELD~ FER. 61 e PE"~~ 2-•7 UNO ~ 11 l )..,,__ /4. -r --. ' -~ ' ' ; ~. PROVIDE 1/4" COL 2 I/A' I ?>/4" C" AF' le: AT ROOF ' lYF' AT~ I,; l/4 613 -I &1 + 7 • II+ + 114 " I 8" EXTEND 12 CLR I \ \ AT@ I 1/2" I CLfl;t '-)< ~ SEE~ \__SLOT COL__/ ~ FOR£ 6EAM ON I 51DE ~3/lht> 6EA!"t ON 2 51DE5 ~3/16t> TYF @ ~ ' I WT FER SCH, TYF - I ~ WT 6CH!:.DULE COL. SIZE reex0 T56x6 TSS,xS, T64i<4 ✓ f53x', wf WT4xl4 - WT4xS WT4x6.S WT4x6.!:> WT4x6.!:> 4TH BM WHERE OCCURS I - LAF<GER BM TYF.-_.,, AT SLOTTED le: SMALLER BM TYF' AT WT WHERE '---tt----< OCCURS 6EAM ON 3 Ofi! 4 51DE5 -- 1 }. ·-_J. . ,_' ·- ~ -- \ TYF!CAL BEAM TO TS COLUMN CONNECTION AT FLOOR A'r..JP ROOF te:1/4" EA. SIDE 123/8" AT W24, W21 I 1/2" NON--- SHRINK G~T t i CONG WALL FER ~N~AT~~~~ 3 621 613 1i1.1i.e,11 TYPICAL 6 ARING PLATE SCHEDULE USE UNO BM SIZE PLATE 5IZE Wl0, WI2, Cl2 l/2x4x0'-10" W14 3/4x4xl'-IZ>" Wl6 1 l/Axbxl'-4" .__ LUia I l/4xbxl'-4" W21 I l/2xaxl'-6" ':I W24 I 3/4x8xl'-6" "-I" W21 2xll S,/6x2'-6" ., :, .__ ____ ,__ ____ _, 3/16 _.--£ PER 5CI-IED W/ 2-3/4" DIA A6 CENTER le ON WALL 'A'=l/4 AT Wl4 AND 6MALLER '-c,A-,-,-1-' -+---< 'A'•S./16 AT Wlb AND LAF<GER FOR INFO NOT 6HOu.N5EE~ 613 2-1116 STAGGER A6 513~3 6LOCKOUT-FILL WI ?>'1l'1JIZ> F'6I CONG -AFTER BEAM 16 IN PLACE -TYF J BEAM CONN PERW p + , 6" MIN. HORIZ CONC 6LOCK WALL I " ~INF FER~ 621 5TOF &ROUT FOUR 2" 6ELOW TOP OF CONC BLOCK 111:1•-~11 + II + II II + II • BLOCKOUT-FILL WI 3(t)00 F'6I CONC AFTER 6M 16 IN PLACE' --sEeW ~ 513 ---_.,__ -~~-----, , ll s,;e," CONC WALL 114 AT 16" (EXTEND MIN 1'-0-" INTO BLOCK WALL) CONG BLK WALL 513 { "+-• =r -~ ' ,_ ' ADDITIONAL-- 4x5>'-0" AT 18" CENTERED OV!:R BEAM WBEAM-__.,, , < .t\ esite-, ':,/ I 3 IQ 1 Job No.: 960 1 ~ ;;-:;.-:__ }! ' - .L.6-20-97 7-8-W 3/4" DIAx4 1/2" SHEAR 5TUD5 FER FLAN NOTE, PO NOT PLACE C,-'C 61..K UNTIL CONC 6M H~ ACHIEVED 26 DAY 6TRE.NGTl-l, AND CONC FLOOR TOPPING l-lA6 ACHIEVED A MIN. rc':]S,00 F'6I, L/NLE56 SHORING 15 F'f<tOVIDED 12" CONC BLK WALL SOLID GROUTED W/#6 AT 24" VERT AND #6 AT 32" HOR!Z UNO -oc D. "'d t: ""\1--LPERW 5~ a 6EEW ~ 7-15-97 10-20-97 .____w -tt6 W/ 5TD HOOK-MATCH .,tiEv,. SUBMITTAL PLAN a-ECK AESUBMITTAL BULDINO PERMIT ~BIDS ~REBD ' ' -,, ,, \ \ '-'-\ \ I ,. ~!-lo_,__.,,_,__ 6FACINC:s OF VERT WALL --· SEEfii"-i p --1I w J: 1ll ~ <( REINF &13 FOR INFO NOT 5HOIJ.N 5EElD --:]i3 &13 Blaylock ,$ Engineering Croup (M •Structural G_!gineers 1775 tsoneoc~ St Su,te 25D Son 01<190, CaMorn10 921 , 0 Phone (6-19) 54-3-47H FM (619) 54-3-0667 I ' ( .. Carlsbad (;It) "--_;_1_or_a_ry_...'---'--/ __ _ Cardwell/McGraw Architects Architecturf' ?Janning ln~eridrs .J, k.. ) I ""ii<' • ; < FLQOR FRAM~'\!O ,-·: ,·s1 ?-· '>· . DETAILS, , ~~ ,,' ---t (~ 1221 Second Aveme Seattle WA 98101 206 e22-2:m-·-· ~ ~ ~~ ~ 1111. 11-cz:,11 Jn=l•--i:2'-n 513 513 ,e • 701-B S1reel +200 San Diego CA 92101 619 231-o?SI. -.,. ____ ...::,. _____________________ --JL-------"----------------------'-------------------------------------------------------------'----------...-----------------------';._-------=-':~ . ,-;, ' - ' 1 r ,I< VERIFY W/ ARCl-l'L TRU66 T-1 NOTE, 6YMM~TRICAL ABOUT i • I JL 3x3xl/4 TYP.~-- ,---TOP OF FLAN6E 13 614 614 112) TYP 614 5\4 3/4" CI-IAMBER=:_j NOTE, INTER&ECTING MEMElER NOT 5Hou.N FOR CLARITY CONN PER~ ~ BOTTOM QF FLANGE SEE ''MOMENT FRAME CONNECTION WELDING NOTES" ON SHEET 51 fl: SAME TH!CKNE65 A6 WT STEM 3/lh 6TIFF fl:3/8" EACl-l SIDE _ _,,, I 1/2" NON• -- 51-!RINK GROUT I I WALL AND TRUSS 12 514 Cll 3/lh Lhxhx3/8x0'-7" W/ 2-1" DIA BOLTS IN 1!:>/lh"xl 3/4" 5LOTTl:D I-IOLEe, HAND TIGHT BOL re AND U5E DOUBLE NUTe ~ . 614 cp ------ ~We1M l514 TRUSS BOT CHORD c~-.i___;---::::,,..-fl:3/8 EA. SIDE 975001 r TYF 14 ' _e14 514 i I JL 2x2x3/lh TYP ct T-1 -I -TOP OF FLANGE -r -~--+-.<"'---+ r.~="7r.r--'t-7 --'------,f- / i \ , ) \ , 1-✓ ,,--y ;. S IIZ)A ' • I e14 e14 e14 e14 TYP TYF 13 514 514 TYF -BOTTOM OF FLAN6E * * ,!< VERIFY W/ ARCl-l'L TRU56 T-2 E 1/2" CI-IAMBER NOTE, FOR MEMBER 61ZE6 6EE TRUSe DIAGRAMS. ,.....,_ a.) I" TYP WEB MEMBER SIZE .JL 2x2x 1/t& .JL 3x3xY4 .JL ~x4xY4 111=)•-iiz:,n fl:,] Y4 x 8 x l'-4" W/ 2-1/4" DIA. x 12'' EMBED AB ON \ h " DRYFACK 'a' ¾•'' ¾o II ¼" " "Ll"M!N 2 ½" 3" 4" 2" INTER&ECTING BEAM (WHERE OCCUR:5) OMITTED FOfi;: CLARITY "L2"MIN. 2" 2½" 3" .-----wr ~ a te-MATCl-l THICKNEee OF WT 6TEM.. '----.JL BLOCKOUT -TYP, FILL WI 312)12)12) Fol CONC AFTER TRUSS 15 IN PLACE WT, 6TIFF 3/16 fl: TO fl: Y4 ~ 'Cr='=F'=E=R====,~1=/=7=~3=~=•=•e=T=l=FF~fl:EA :LAN5 ~ I ,-6IDE OF 'C'-TYP rRUee Bor--- c1-10RD 3/4" DIA I 1/8" MB It STIFF fl: t 4" t BOTTOM CI-IORD (WT) ----0 514 I T-4 AF,OUT -- 51 lMETRIC:t-.Lr • ·,-yp l 7 SA TOF OF FLANC:IE 5\4 514 1··-e 112"± * * VERIFY W/ ARCl-l 'L >c-----6-JL 3x3x1/4 WT!:>xl! l,Z,A 514 5!4 7'-8 1/2"± TYF. Q I 'f r- 60TTOM OF FLANGE 13 514 614 TYP NOTE, NO CAMBER REQUIRED TRU56 T-3 3/lh" •I' -0" WHERE 5FLICE 16 REQ'D WHERe SFLICE 16 fii:EQ'D z r: !!:-MATCH WT ,.....,_ h" MIN. 6TEM TI-IICKNE66 I" TYF STITCl-l fl: OCCUR:5 AT MIDSPAN OF .JL UNO 3/lh JL 6M, 1El/4H BENT-, PER~ ~ JE:!:>/8" 5T!FF ---.... EA SIDE fl:3/8" TF<U55 7 9 ' INTERSECTING Bl:AM (WHERE OCCUR&) OM!TTED FOR CLAFi!ITY J OMIT fl: , EXTEND .JL TOWT-@ ~ 514 ,,..., NOTE, FAElRICA:rE IN ACCQRDANCE WITI-I 'AE65' A5 INDICATED ON PLAN6 AND/OR DETAILS fl: TI-IICKNE66 • - MATCH 6TEM TI-IICKNE5S OF TOP t,ND BOTTOM CI-IORD MEMBER:5, TYP 1/4 3-7/&H DIA A325o BOLT6 6TIFF ff: TO ...._---'--'~-<, COL TYF ~~-~ 3-51DE5 1/4 ' 2 -7 /6" D1 A----------i A325o MB NOTE, SEE "MOMENT FRAME CONNECTION WELDING NOTES" ON SHEET 51 CONN.PERW ~ 18 614 t (. • ,...-~-.::~--"'-· . ,. __ ,..,,_' --t • ..,, • ..__ i· • I _/ L ,, " , ,,. -5YMME. :_0 1CAL Ae.01 •·•:_1 ; COL. $ ~ -~--' I f , -J ' TYF , I TYi"' TYF ! { ' ' I -8 /~ TOF~ ' 514 514 , "' i FLANGE (+ WT8x2!:> - ~ I I ~ WT8x2!:> £i;.( 13 514 514 TYF. TYP. 7 1-411 :I: 71_411::: 1 1-411 :t * * * ,I: VERIFY W/ ARCl-l 'L TRUSS T-4 3/lh" = l'-12)" FOR INFO NOT 61-!0ll.N,SEE('u ~ ·F~COL CONN SEE~ ~_[s!S T-1 PER I I, I JL 4x4xl/"'-"' TYF. ll'I ' ,I) BOTTOM OF FLANGsE ,,_411t * ~--~--3/4" CI-IAMBER BOLTS ..-----fl:3/8x4xl2)'-112)" ,,,---.. .....__ fl:l/4x1xl2)' -112)" fl:3/8" --I ·7 I ~4 3/16 TO TRUee ' fl:3/Sxhx!Z)'-7 "·-- WI 2-1!:>/1h"x1 3/4" HORIZONTAL SLOTTED HOLE6 HAND TIC.I-IT 60L re AND U6E DOUBLE NUTS 2-7/8" DIA. BOLTS~ JE:3/8'" TYF' TYF' 3/lh e--d' ff:1/4 .. ------~ n4 BENT I• +I I• +I \ 3/lh -, ~ , ..,::;:; ....... ~ ..... ' '~--"' .: - • -~-} ----De.te: ~;; :,, ~ 1 Job No.: 960 13 --------:.;c_....c..c..c.,;;.-,--' l ,..-\ !2 '-'Is ' I ...I I m :r hr I I I I <{ ) ~ ~ l[ 4 II:'. ~ ...I (} IJ ( ) ( ELEVATION -FRAME F-& 3/Ji&,11=1'-e>lf fl: F'ER ~-@ QT ~ 614 5FL1CE F'ER cy~ WI-IERE Rl:(.lUIRED T-3, fl: 1/e.. TO T-1 3/lh fl:¾ EACH SIDE ~61M 3/th 2" TYP r+ I • • • ' 5-15-47 -8-20-97 7--8-97 . --~-7-15-97 - ) 10-20-97 l ~ l[ II:'. w 0.. cl IJ TYF. • 514 .,....._=112" W/ 4-5/8" DIA TI-IREADED RODS W/ 51MFSON '5ET' ADI-IE61VE, EM6=!:>" (ER-527'3) PLAN a IECK SUBMrTTA' PLAN CHECK RESUBMITTAL BULDNJ PERMIT FOR BIDS • FOR REBD '---"" \ \ ' ' ,, / /, \ . t ' ' I t'. I ' NO KNOll.N EQUAL , . Blaylock cMU~, WALL (SOLID GROUTED) ---0 'C' FER FLAN $ Engineering Croup 1M •Structural Engineers 1775 -Hone-eel( St Swte 250 Se;m D1eg~. C,al1fo-rnlo 92110 Ph0ne (619) 54-3--4-7)9 •' 51-!EAR fl: AND BOL re FERCi"',, p !="AX {6! 9) 54J-06ll1 Carlsbad Crty L!brar, -,--~---~- Cardwell/McGraw Architects Arcntecture Planning Interiors t ROOF · , .• --,. -1,,-. l-'-12)-"-------------1-~-'-2-,;;.~-2~ 6~~:~~ u , '' -.SJ]"~:.'. 1 ( 1221 Second Averue Seattle WA 98101 ~~ 701 B Stoel 1200 Sen Diego CA 92101 619 ~ ... TT I I SEE~ ARCH'L. I I I I ct COL BELOW PLAN SECTION . ' ; l ' ~ DECK I.IJELDINCEi PERrn 7¥ DECK ORIENTATION FER FL.AN 1" =:;=HII T'r'F. 11 61& II II 11 11 11 11 12 61S :.JL.SEE LU . ~ PLAN SECTION ' ! I -- p, r COL FER FLAN / 5 SEE FLAN t t -,> \3 514 EIM CONN. FER['u ~ J L 2 l/2x2 l/2xll4 'AESS' TOFOF~ FL.ANGE j COL PER FLAN 6~CE FRAME ELEVATION 1 3I16"=1'-rZI" 6EEr:u (USE FULL 61M~HT STIFF) - 515 / ------·£3/8x&xe>' -IIZI" W/2-1I8" DIA 60L.T6 ------SEEG'::'-i I_,-~ 51& ' ' . / £&I8xh,.:ix CONT WI --.._ 3/4" DIA. x6" WELDED STUDS AT 16"-£&I8"x6 AT~Tu~ 61& 2-1'' DIA~ BOLTS :t I "' -EXTEND le 1/4" BEYOND COL FOFi:: WELD lL ,., • -..L ·• _J C I :r I ~·. / ! w -· I !ti FOR INFO. NOT SHQILNSF.:E~ " ~ r----<. DECK WELDED FER~!~ --1 112" NON-SHRINK G:sROUT -::::::::::::::==--.BEND L. lNE :t "' -""--'--4-1/8" DIA FOFi:: INFO NOT 6HOILNSEEW ._F_..LA=T.,__.E~--ly't, BOL. TE'> ELEVATION 'v ~ PLAN SECTION w WT!!>xll 11211 BENT £318" FER0 FLAN SECTION \ I 1/2" .... .n SL.OT TUBE COL FOFi:: BENT IE AND 'IUT' INST.ALLATION 15 -----BASE £xbrxd+3 Ii.!" WI 2 -1/8" DIA A32& BOLTS ., I - ~,, 1-.,,---::1i,---,7'T' I/ -lA:;;~~~~~~~ 4-1/8" DIA BOLTS 3116 W12 E1M .,.---CONN PER W S!M ~ WI FULL HT STIFF lE (SKEW AS Fi!EQ'DJ 3/16 -~ 11 \ ~ ~-118" DIA BOL. TS (2 FER CONN) /BENT 1£114" CONT 3-12 -------11::114" CONT METAL DECK FER FLAN <AE6SJ BMTOBM~ CONN FER 2 TY-F &13 2-11'1J- CONT,/5A\ FER~ ' FULL !-IT 6TIIFF~ IE CONN FER 2 -613 - ...l :t -~ ~ ~ ·-' lU lU "' L3 1/2x3 1/2xll4 1 CONT WI 3.14" DIA~•. AB AT 16" -SEE 13 · SI -----11'4 CONT 3/16 .J L. Bf.?ACE :.JLBRACE 4" MIN. 515 DBL L. FERLU Job No.: 9601 :a !5-15-97 PLAN CHECV -...,.J':TAL =-,.,"-=---'-'='-== --- 6-.20-97 PLAN CHECK AESUBMITTAL BU1...01N0 PERMT ~ 7-15-97 FOR BOS 10-20-97 FOR F,£00 \ j f .-· .x:· J ', TOF OF BEAM I ·I ~ ~ I I IH---,.# ,.; ' FLAN SECTION 515 . Blaylock $ Engineering Group lM •Structurer En-gineere 1775 Ha,ncock St. Suite 250 San Die.go, Ccllfomia 92110 Pho.r,ec (619) 54J-4719 FAX (619) 543-o-557 Car!sba.q City Liv _:: 'fr ' ( .. ' 't ;, CardwelVMcGraw Arc-"'""ecJs -' ArchltecturEtPla.QnfFtQ lflt ... -riOrs • -;;,9"'7500=:-;-1--'."."'""---------------......... ---~-L---......... -----~------------------'------------------------_.;;.--1.. _____________ -___ ..;.._ _______ .,l_ ___ ...,_ __ t<, ·-· .. ·;~ ... - 1'-2" MAX SENT !e---- 12C:iA CONT .1/6 3-12 I:' 1 -' 1 :J '' ~ • ,., , ' ·'·' ',' . ,'--'"c, . ': ~-,,, . ' . ,' ' -. ', ~ ,. ,,,,, ,, •\ ,· " ' . ' -,;\,'. "' I•:.. I' :{1,,;::, 7; 1: ,' ·;, t ,,,_, . ', . ', ,,, >1:j i ' ' " '•' ',,,' ' -, • • I' I_'; s ADD'L END UJALL F<EINF. =!:flii: MA5._ WALL 1:LEVATION5 ( OM I TTl:D FOJ.i! -CLAflii:IT"r) • I '" ' PLAN SECTION_ DE::CK CONC;~--.. STUDS OMITTl=D FO~ CLA;.;;,ITY , - I 3•1" DIA A325--- eoL TS TYF );3cc1l'-bT-r-e <" I ' )• • .J-1'",'-'t,~ ,, . .,-_' ' ~I, ' • } : ' . ';.,. •~,-.,, -, -' ' re(,: < -• -,- 3;4•1:11-011 "' 975001 , ,, 1.' I 11 11 11 ' ' ' I 61:N l!.1/4'-' ....._._ CON """2: .... ' I , I I, I I ' I + ' +I ' ' ' , ' ' \ ',l V4 I ' j I ' ' I' ' '' 1/4 i' ,, '__:!=IE:1'.D LOCATE , I 112" D!A !-!OLES , , IN BEAM UJS6 -, • • , , __ , _ FOR A7i2)b Rl:SAR, · '' ' -1 I L3x3xl/4xi2)'-li2)" FIELO :..OCATEi 'L4x4xl/4xl'-b" 'AT(~' 5:b ' ' ' ' ' ' . , .. • -•' '' ' -, , r -' -I --3/4" UJ!::LD=D eruc,~. LEVELINC:i NUTe,1 T'.l'P _ • ' ,.,., 4-' " .. ~' ,,,, 1(4 ' -,, ' 4-l" DIA A.3~!:,, eoL TS:_.,_ ; ' ' • : t 'I' !' •I, I , ! ' ' ' " ' f ' - 4'•!&" LAF MIN. , ' I : ' \ '- ', I STIFF 112 FULL I-IT, I-A~-_, SIDI: INTERaf:CTI~ , , - BM CONN PE;f,Q,~A UN.q, NOTC.4 FOflii: , 516 , 'F:Z' WHl:Rl: ' , REQ'D , -re ,•p2, we~o , A' 01:!CK OMITTED~ LAP END F<EINF. 4<1' DIA MIN, FOR CLARITY a========"t'=rr7'9 FILL VOit:> UJ/ , , 312'12'<Z> FSI CONC, ,AFTER SM re IN _FLACEf, eM FER FLAN,, re.3/4xll !:,/Sxl'-4".._ _ __,- W/ 4-3/4" DsA. STUDS ON I 112" DRYPAC<'. , 2•,._eil I 2-#3 -~-' -- I ' -I . ,, ,_ 'O' !3Af;W ( Ae'""M A 712)!&) -, -, "'' SC!-il!!OUI..E · ',: ' ' ' '. ' 'D' SAl-i: 'E' 1111. 11!! 'P:I': lLELD '.A'' TYFI: "' 4 ... b 4S $/SxE> xi' •IZ'' ' $1'6 TYFI: 1 4-# 1 , !;,6 l/2x6xl'•<2)" 1/4'' TYPE: e 4-lle E,, 12) !:> /6x6x I' • iZ>" !;,/16 , TYPE Ii;!) 4-It 1:::, e4 3/4xl<Z)xl '•r?l 1' !:>/lb i ' ' , /r----APD'L !:ND WAL.L Re:INI'., 'D_' BAF<e _ re 'F2. .. , -, -,:,-., FER MA5. UJALL EL.EV'!;,, i ( OMITTgD FOr:. CLAflii:l"l'Y:> ,, '' FAR SID\: , "' , TOF Of" WALL UJj.;ERS: occµRe RE::BAR, , , TO re I',', ;,--r-r-"- TYF • • II II ill • , 4-ll6x21Zl'•IZl" (Wi:IE~ -, ' REINF. 15 INTl:Rf-ilJFTED SY INTE~6ECTINC:i SEAMS ' I N I!. I " uer: 4e, DIA. LAF) ' :3"' 61l l '! ~1:· ,::,_?l'-+--e..-;l''-?'-'-"~., i_...-----MIN. END REINF. ~ r FER MAS, lLALL 11 ELEV'E, AND/OR e,1 Er--:seo LENC:!Tt-l e" AT CONN FEF< 4 ,, ~ TYF5 7' Sib CONC 6M FERW, ~ CONC CCL !PE~-112) '-~ I I I _, I , I I I I I I , I ,I 9 ' ,, I ' I UN,C. I i/2'' NON•SHRINJc:1. Ci!ROUT , 'E' MIN. ' ' ' ' ' ' ~ ' I ,' ' ' ' ' ' ' ' ' ' 1" I!. I" + + + 'k---~r-----,GALV -' - 0 e TIES AT !;," ' $(16 IE PER TIES AT 'IZ''' · ~~ 61.0CK OUT TYP, FILL W/ 2,e,_,z)i:i, F51 CONC. AFTER SEAM IS IN ' FL.ACS , '_, ~ -----------r-- ' DEPRESS SLAe WHEFi!E OCCUR€> SEI= ARCl-l'L • ' 7 , ' I ' CoN T ""-',_,, SENT !2, 1/4" T't'P 3/16 3•12' 1 - . I ' M X ~=,'.'>F=w==~==¥j . ' / ,. I , 1,/ 0 ' ' ' ' : , Ne:L50N PE:FdRMet;;, -8AR ANCI-IOR l/2xZ4'' MIN AT 16" 00 ' _,' ' I 3/li& 3-12 -' - r~•4,; -/~/-/-/ ,, 'ti'~·-.,·'' , - • J' 1 CONN, _, ---- ' FER6:J ' ']§ii PLAN SECilON , l"=J'..,~11, !E!:>/Sx'bt'Xi!'>:-11" W/ 4-3/4" DIA SOL,e MTL DECK,, FE!R FLAN' I I; 1, 1, -tr- 11 11 'Q',, ' -- ' ' I .... '..,... ---- " J, 1 '' 1· '':' ! '', " ,1 ' IC , j ',, -' - ~ ,_ .. , Date: 5/ 1 ?,191· -.---Job No.:, 96013 5-1H1 PLAN CHECK SUEMTTAL BIJLONG F'El'MT _, ' ' '...' ." _ , Blaylock $ Engineering ·, " Croup, ' - , ' •structu!al Engiriee~ 177/:i Hon.c-::-c\,: SI $i:1k50 SQ~ 01eg,:,-, Cr,1tlt&n!r,1 91: 10 Pht~ (61"9} 543-471'9 FAX·', (619) 543'._.(]~1 " ' ,-.' Carlsbad City Lb"ary Cardwel/McGraw ArcNtects Arctvi~t\.r~ P~ng Interiors ," C '·', .,,,, _ _( ,, -' ,, ROOF FRAMINQ .AND: Si /) MISC DETAILS , ., , . -, ~ __ 1221 Second Aven.ie Seattle WA 98101 206 6~ : 701 8 Street t29() Seri Diego CA Q2101 ,e19 23:1 , ,1 i -'' " ' ,,If a ' ( ,, ,, , ,;,, -l , ~• ' ,,', ' " "t 'i' _;,,,:,/,' ., . , 1 •'; iF'.!_::: • '~ r, , ' ' ' ' ~-. '' ,-·i !' ,, ', ,,., \'I\ ! !·' ., ,1 I' 'I'.. L " ,, ' ,•,, ' . ' 2-,jobx21Zl'-'2'" <WERE REIN~ 15 INTE~l"Tl!D BY INl'ER&ECTI~ :l/15 U5E 40 DIA ;..AP ' '' ' ' ',< I s I '' ! ' ' ., . ,. I", 4'-8" LAP ' MIN, . ' " " ,--,,,..2-# o Ae,n•-t A,J2)b BA~8 ',',' '" INTEReECTINC. WALL OMITTECI FO~ .CLARIT'T'. 511 ., J ' ' FLAN 5EC1'10N • ' ' 97600 t .. , " ,. + ,( ;,-1 -•:':;'',',1,,'"' I I \--F=="" I I I I I I I ! I :1 I ', I' ' '· '' ,. i' , .. , '' ''' r ·J 1r-~-..--'---~--,..., ' FLA~ SECTION 111¢ii .. iZ)~j ',, L:i WI AT ' " I, ' I ,., ' i I· I I ! i 111=11,-~~,f ·, i ~ <· -~•. >':?.t "' ,'~F-'~ ; I 'r • • • '• . --ce>Nc et-t FER~ll'Z) .·•','.·· &13 ' " ' 1 !7:\,::-:, \:)'':· '' i ' i-,· I, I' " ' 511' ' . ,, , , '";,_ ,, . ~ r,; ,_ . , :. -., , • ,:_, . ,,,· '•t•"',;:),,-,,.,, , -f~ · r ~ -•· •,'i -.· ''',, I I L PLAN 5ECTION ' ,' '' ' . ' ~ / FOR INFO . . ., ,., '' ' Si-lcu.N 5 ' / ' "· ' ' I ' " .. ' / '' ' '', / . ,, ,, ' ·, ' ' ,· ~' / ' . ,,. ' ' '' -I+! ' <',! . ' " -" ' l ' ->-+. -I~ ,1: -~ ., +I -'' ' -1+ " ' ' +I --II ~ >---I -' +1 ' -' ' ' ' ' ' -~ .. . \ -' -. ' \, -··' CONN·· ci:-N re-le FE:R 18 ' ' ,·· ' '1, NOT!!, SL.OT TU6E Bi-<ACING! Ae Rl::QU,RED FOR PL.ATE INSTAI.-L.ATION ;l/1"' ' l/4 I 1/2" '9" I 112" TUB~-4-,.,. 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(I &/8" FLANGE) MJ::TAL STUD& (TYF OF 12) W/ 2-#llZ> eM6 TOF AND EIOT ------:7 • • I _ _,,, • I I I • I a w a w re COL FER FLAN '---it re COL'e--'"' it T& COL'S --FIN16H FER ARCH'L VERIFY W/ ARCI-I FLAN SECTION L FER FLAN El,.AN NOTE,EIM.NOT,6:H:OWN~~--: FOR CLARITY - 3/16 , t WT 6~HORD FER 4 614 COPE LEC:i OF L A6 REQD W 611 Fla'R FLAN 111:i1-irZ'n 0 ~8 NOTE, 5EE MFR. RECOMMENDATION& FOR 51ZE AND LOCATIONS OF EMBEDDED ITEMS--.... Ii.I" JOINT F!LLED W/ COMFRE561BLE MATERIAL (TYF ALL AROUND) • ) s II'> -'T] ' ,_. _:';. '-' "-l, AT ... EA II'> -1 I i1 m-1 111 l_ffiillffi= WAY TOF AND SLAe-- FER FLAN 5IZE OF FAD 5HALL CONFOl'<M TO EQU!F Mi=R'S fi1EQUl!i1EMENT5 EIOT TYPICAL EQUIPMENT FAD DETAIL 12" CMU WALL FARTIALL Y GROUTED AT 24" OC W/111 AT 24" OC (V) 115 AT 32" OC (1-1) .=Ec::Q+-,H.;.,c...,FE=Q DOWEL& TO MATCI-I-.__ VERT REINF LAF 41Z> BAR DIA ALTERNATE EIEND l I I" "J 11 · . , 111 · . · 11 I':'-'' 1 I' _,,, . 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Q ' 3" CLR TYF SEE FLANS --+---1 Ii.I" NON-SHRINK GROUT le3/4" STIFF----...1 (TYP OF 4) I Ii.I" NON-SHRINK--.__ GROUT FAD GRADE ' #& AT 12" OC<::""' EA WAY TOF 518 SLAB 6LOCKOUT FER(l"\ ~ . (11 111 .. l I .. IZ)" CMU WALL-, FER~ ~ CONT FTG FER PLAN 3/411 = I' -cZ>" J..--<J; OF COL AND FTG L---EIUIL T-UF STEEL COL FERW J§23 - l T COL. FEfi< FLAN PECK WELD FE~ ~ <b-c-;--;-,.-,--( T& TO COL FOR!NFO.N~ Sl-lOlU',I SEE 16 513 ! 518 J . , COLFER~ FLAN AND 612 3" COVEFil: MIN .. I 3/4" le LU;...----.... 4-1" DIA AB · COL TO 'f EIA&E le ~ 5!8 • ----1@ AND eor -1 I l]'r,----,.,c,-----,~-,-,..,--"'"'~-,..,,..,......,...,.,,--,----""'"'",--.,..,.,,.-'-G'---"l<----'la -ljli, , ' 1 1--:-1U-;-:-;-ill11 1ill, , ,ill=-' ·1 1 1-=I I I L SEE FLAN ,. t f Date= 0 1 15191 Job No.= 96013 ----------- PLAN CHECK SUBMIF.l\L ~B-~»~97~-~PLAN~ .. CHECK AESUBMITTAL 7-8-97 BULOING PERMIT 7-15-97 FOR BOS 10-20-97 FOA REBD " Blaylock ,$ Engineering , Group •Structurof Engmeer:.s~. 1775 H-criccd: SI Su,h1 2::.0 Son D,e-go, Col,lo, ,o 92110 Phone (619) 543-4719 , FAX (619) 5~J-0-6fi1 I ' Car~d C11; ~. t:11,:.... )t I ' Cardwell/McGr&\ Ar,;l'li!octs ---~---I / ------ Arch~ecture_ ?ranning lni~iors ' ,,. ..,.. .... ' ,, \ I I ! ' . J ' -.. ., ,,, . , ,, I J ' ~-"I ' i ' ,' ' '' ,: J 1 . ' ' '-,, ' ½ ''•11-01' -~' ' 2 ' ' •'I, f G~IND SOTH $1DE:&· TYF' )< 51M. " ' ' " ' ' , r. , . ' " ' '' ,, I I I, ' '' ,, I , ' ' I ' '' i r, ,) . ~ECOND FLOOR FRAMiNC; 16l.AN , I I '.,1 . ' ' ' 21Z> I I I I I I I I I I I, ,I I I I !!!'--'1---1 '° <I} ", -(J1 ,i) I I I , l I I I I I 1-<fJ---&---H'r: 1+'°tt-1t:;)+--H,~ n..=-=:...:::::i,S ,-_J I I FOUNDATION FLAN $TAIR No. ' ' 1 I I I I I ' 1, . I I I ,I . I . " ,. ' 1 ·, ! ' I '' ' ' '' I ' ' I , I • ' i'" I ,•1 · ' ' ' . ,, '. ' [, ' I, " " ' A '' ' ,. ' ''' ' ' : I • .-,r ; ,_:' ' a -~ I,\ ' "' "'' , r \' I • ·. ' ' I ,' ' ,. ,. ! i '. i I 1 'J,_ • ,I ' -------------,------. --, -, -------. ~-+---'I e I ~ ' J ! I l· ' i ' " •'. ' '' ' ', .. 14't 52; -,,. ' ' ' ' ., 1 I ' . , , - . - ' ' ROOF FRAMING FLAN ' -/ , ' , , / , ' , , / , ,· ' , , '· ' .. " / ' ' '. --OFEN ' ~ ::12x: "'· 1 ' ;t'\ ~ ,I r: F f.?o<\. I Q ' ' - /';_J'? I l " N X " .... f· . ' !::! ;-x· ..._'.( ' . ~1' r1.). ll I -.; " I f~,' ' ' I c;;l2> 2, .1 fi\" " :; " ' 7 "' . : 3 ' .. J,5i1LZ> i Cjl:2, 2, ,7 .,22(Z) " . ' ' ' : ' ' ' ' ' , " " ' . ' .·.'•~ ' , ' '. ' • , _,__..,..._,.., . ' " ' •. ', ' ' , '. ' '• ,, . " ,. ' ' " ' ' ' • __ ...,;. ,·, .· . .,, , ' . ", ' ' ., .. , ' ' ·, ,, ,.,, ' '' , " '' .. ·,,,, ·., 51::COND ~LOOR ,FR,AMING PLAN:' '' ! I x201 t: Cl2x2r1.J.1 I I :C, ' e ' 1 ' ' ' '' u .._e2r1.) / "g12x2'2>.l(' Cl ,. / . ' 2x20.1, 11 -'. . , , , '' ' " . ' ' ,, I ' ,, , ,. " /, f ' ! ',.: '' 1 ' I :z '• I ' ,, " ' ,r ' ' ,, . '. ' 'I ' ' 'J. J ' ' . ' " . ' ,, ' FIRST AND SECOND LANDING FRAMING FLAN -----C12x2r1.J:t -T 1 ~ _JI I I -".':' ' ' u I I Cl2x2r1.J.1 FOUNDATION FLAN ' . ' " ~ - ' ' ' . '. ,, ' ' ' ,, ·, ' " STAIR 2 ' I ' , ,, l ,, ' ,, '' ' ' ··', " ' .. '. ' '_ .. ' ,..,. J ' 1 , I ' ' ' ~-' , ' '' -' / "'I 4.5 ' '-, ' ---- ' ' ' ' ' I, ,, +---< I -- ' I. , , ,' , I L_l_.J ' ·r '' -.,, :-1 ; '" , ~· '. ~ _' F ;,,-., .. (' ., ' . s,, ~\1', ',' ·, < .), < . . '' ," --I I I I SECOND FLOOR FRAMING FLAN, ' ' r--:-7 : I I L--.J r---7 --·-,,,,' I ,, ,t ',• I j " &.5 ,, 'l' '' ..___,,.,, ', \ ; I f I , ,-:-'7 I I -I~----< 1 4 ,.IZ)" I -(- '!> I, , I ""-..;. ~ ---~ ~ ---,,-, __ >I) ·, ;:::.19:::::-'--:~ + )-;-1 ~ --! I STAIR 'c' I I 518 'j, ' ---~--:L'_ I I -" r ,. cj; FTC:., COL.-,--~- A'lD ,,T5 E;IM J I ~ FT1:1, C;L~ ;--.-/ p,ND TS SM f> ·, · er~ 3 FOUNDATION FLAJ\i (STAlR No, 4 ' OPP. . ' " ' NOTES: I ' ' ' I. &ee &J.l!EET SI FOR SYMeOL IDENilF:c.ATION $CHi=DUl.5, TYPICAL ,DIET AILS, AND e:.ENERAL. NOTIES. , ., ' , . . . 2. &EE A~H FOR DIMl=N510NS, LOCATION OP ' , EMeeDMENTS, RAILINC,S AND TREAD/LANDING FIN'&!-!::$. , ' . , Wl:ixl4 ' ,, SECOND FLOOR FRAMINCI FLAN·, . . ' ' ' ' '' --, ~~-------_....__, __ ~~~~~~~: , I ' ,t'\ '' ,-,>. I I I ,I I I I I I I I I I I I , I , ' ' ' Cl2x2r1.J.1 -,'. ' LOU/ 1---~..i . ' ' . ' . ,, , I,, ' ' ' 'J '' ' ' • "j ' • I > . ,, ' .. ' ' i . , ' , bate: 'f>; 1s191; Job No.= 96013 5-15--97 PLAN d CCI< SVSMTTAL 8--20-97 PLAN ct CCI< AE§U8UTTAL etl..DNa f='EfMT 7-15-97 10-20-97, ' " FOOBOs, R»lREBO Blaylock , Engineering Group, •Structural E"nginaere 1775 Hcnco.;lt S! Su,::e 250• Son tl~o, C!lllfomfo' 92110 , ~t'-orl"" (619) 54J-4719, CM ($1~) ~:1-0007' . { Carlsbad City Library , , • , I ' ' Cardwel/McGraw Architects, ' Arcliiecture Pkiming· fnteiiors· ·:~ ' ' ' ~ '' ; ' ,' ' .,, ST AIR PLANS , AND, DETAILS 1221 Second Aveooe Sealt!e WA 98101 206 5"'c; 701 B street t200 San Diego CA 92101 6l9 231-<: \ L3'x3xl/4~'-8" W/ 2-3/4"D!A. A.6. 3/16 CLOSURE te (1'I ->t<---------'------_/ • 52.z> TYF -I J FOR INFO. NOT &HOUN 5EEW ~ te3/4x6xl'-.z>':...' __., / ----_.\ ___ -=C'-"12:,:X:...._ _____ _ \ TYF' FIN. FL"'.-- ,--t-_\_ _ \ I '--- IEl/4" CLOSURE -------W BM F'ER F'LAN 520 • SENT te TO Cl2x .>.:3,.-,,/lc:-E,TT--..., i \ _ _J • _J ,Ala~-.:---, 1/4 Cl2x TO T&-T'!'P r----------ll-l FLAN AND 2 I iiI-----COL PER ~ i__:... _____ -_--_ ----""'-,~==11'=+===;-i 512 -I I ll'I _,.....--&EE W ~ 11'3 AT 1'-~ ,~ ..,_/ ~ 8" " ~ 11i411 , . , ' I, . I - ' I I ' . . I I, --. &EE FLAN AND 2 512 1/4" tel/4" TOP OF CONC. FLOOR--...._ - • I -=11 · I ~ 0.!-1. f--,--< 520 \ _\ __,--&LOT T&-TYF ----~I~~ 520 5" CONC. &LAB W/ ii' 4 '/il ':I'" EA. WAY . ~~ &EE ARC!-l'L ~---#3TYP &EE FLAN • ,_- 520 ¼ ' -----------------------,----<-------------------...,__ __________ ----------------..,.,,~--------,.;"------.. ---------1--L 2" MIN CONC WI 6x6xWU4xWl.4 WLI.F OVER Jv, "xl6 GA GALV COMFO&ITE ~&IM MET AL DECK FER 1 51 . SENT TO Cl2x >.;--31•16:.r:,..--c- TYF 1- .--_J &EE c;---.., p0 tel/4" BENT I I+ 3/16 I ,--Ncl+-1-l--- &LOT T&-TYF fEl/4x8x.z>' -1.z>" Cl2x CONN~ FER 9 52.Z, CONN=- FERW Tze J , __ , L2 l/2x2 1/2x3/8 WI 5/8" DIA AB AT 24" OC L_, .:. /-- L_-7 3/16 TOP OF CONC. LANDING "' 4 4 PLACE& __ 1/_. SEE ARCH'L LANDINe:..G ~e CONN PER W .-t---Tz/Z) H---+-+-7 _,._ L_7 L LPER~ Tze FOR INFO NOT 5HOWN&EECi"'-,., ~e L PER ARCH'L 3/ 2 -6 SENT te 3/1 -6 TOT& -1-"=-l'--IZ)-,-, -----------------lr]i)0 t TYP TOP. /--/- 13 520 TYF FIN.FL~_"':\, 2 1/2 " 13 511 , I 3/4" FOR 1/8" DIA BOLTS \ IS 520 TYF 520 AND BOT)-"71~-t--+-I--I-. FLC. 3/16 Sf-lEAR te AND SOLTS PERW ~ ' ·- --~ ----. -. -· ______ _,e _____ not .... -_c__:-_• ::.-. ---,, ....... ~, . --.... ----·1' \ /--/--✓- FOR INFO. NO~T &!-!OWN eEE 4 -513 I I I I l,fa -7 L_, ( ----@ SLOT TUBE A& REQ'D \ ~Bi'~-~~ -MET AL DECK AND CONC. OMITTED FOR CLARITY PROVIDE '-I. -CAF'te~- FLAN SECTION TOP OF CONC. FLOOR--- /--/ I I+ I I I+ I 1+ : FULL !-IT &TIFF te TO MATCH SHEAR te WHEN SEAM FRAMES ON ONE SIDE ONLY ~ ~-te3/4xbrxl'-IZ)" W/ 4-1/8" DIA. SOLT& TYF \ --FULL !-IT. te EA. &IDE-TYF. FOR INFOR NOT S!-IOWN &EEffi ~ I ---- 5-15-97 PL~ ctiECK SUBMITTAL 6-20-97 PLAN Cl-ECK ,'lESUBMITTAL 7-8-'JT BULDNG PERMIT 7-15-97 ~BIDS ' ,i ' • _, I r31:-:iylock <j~; 1::ngineering, Group 1M, •Structural En~ineers Hi'5 Hanc{lck SI Su,re 250 Son D,eigo C'ol,r-o,1 q;:i,·r Phone (6'1'9) 54.3 , ' FAX (6Hl-) 543 1 1fi6 Xl' 06/J ~ Srli'vcTU f' '_,.. ' I ) -----' ----------- CarlS!uau , I ;' CardwelVM<,-0 · ~ ,,. Arctwtects 1 -~ --- Archltectur 1:- I . ' ST AIR FRAMIN~ DETAILS · , ' I __...-i. { •:·•-~" ~" ~~:o GIRDER MOMENT CONN r]J., ~~:o GIRDER CONNECTION ~" '9~7:;;S00:;;:;-;1-----------------------..__ _____ ___.'----------------------'---"-------------------------'----------------------------L--------.::....------------1221 Second AV«nJe Seattle WA 98101 206 ~22-~'-' ,. 701 B Street t200 Ssn Diego CA 92101 619 231-0151:f,-:' :. - :;;--. '• ~ .,., ... :z~ :;i=,~ ._,' ,. . ----.. ,,.,,,,.,.,;,,,: • '. •-,... ., -• -< --~... -----· ~i,.j'!.·\j/ ~ ; -;:...-i.:... --< •.,:,::t'll;~~ ... ;;;.,/ ,•_ ---,', , -. ,-: ;...:..,. ·" ~ :;!,,r =--.~--~., --)( < ; r· , --r-·::1~ ---·--•~ .... '--~ -· .. ---21~Jf~O,.:. 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( ~Al'\: • ij·. ,_-:.,_ 2. CONTRACT~ &!-!ALL COO~INATE ALL O~NING,6 IV IV • ' · MECI-I, l"'l.l.JM6ING AND EL.EC D~WING&. ~ I 1/\ VEFfr. ----_ ' -_ · ':! .:-418 ,--411!:itjAT 16" _ 1/\ II ' f··· 3. RE1NFOFi<CINas A~LlND Ol"'ENINGS SJ.IAL.L. eE FER ,-. I.NO. , -~ -\ 4. ~!NFOFi<C~ AROUND DOO!oie AND WINDOW& &I ·--=~--~---L --~2~ND~R.=R~ &1-lALL. ~,E l"'ERLJDUN.O .. ~~~-~!, ~ ' I "-.\ / l'!l \ .--, I I · .---,,-.___ -i;.::==:;;Hi'="'ll I r S. ~FER TO CJi? ~ TYP Fi!EINFO!o?CING .AT WALL. INTE~EC'TIONS )/ I TO 6E Ll&ED I.NO. UJf.lEFE J.l~IZ REINFORCING AT WALL. \ --IL.==:l! '--.--1==4---~=,.;q_---~=:::a!J-, 1 1 f----1 1 INT5:R&ECTION& DII-FE~ IN SIZE, THE L.AFi!Gi!:R DIAMETER ""' ,-aAR& &1-!AL.L 6E el:NT AND L.Al"'FED. ' 1----------------· I 1ST FL.RI 6. CENTER ALL VEFfr. eA~ IN CEL.L.5 UNO. I I 1. ALL. CELL.& &J.IALL. BE GROUTED SOL.ID. 2-41'6_,/ / '-2-41'6 _ \~ .. "'tlATI"'-" ,_ !!~ ~r::---"'---sc ~ /-1-! ! 8.FOOT!NGrSANDFOOTINGDOWEL.STOMASONRYWAL.L. ,.., "" J;;?EINFOFi<CINGi ARE OMITTED FOR CLARITY. ~ ~2-116 MECJ.I FWOM iii. STEEL 6EAMS F~MING FERF'ENDICUL.AR TO WAL.LS _ FLOOR OMITTED FOR CLARITY, SEE FL.ANS FOR CONN DETAILS WALL ELEVATION -LINE@ , 6TEF FTG FER PLAN ANDG:::--i ~ FOR 6EAM6, LEDGERS AND ADD'L. FIL.ASTER J;;?EIIIFOR:ING 1/8":l'-0" IZJ I !i'-0" LAP I 2-41'9 I L ________________________________ _ I I -_-~..j! 1£; Ii== =~=,~ii-"'ii~ -4-,--'-DUCT WALL ELEVATION -LINE ---- A 2-•1 2ND l"L.fll! BAL.CONY . I 4 . . , ---------------------------------------------. - STD J.IOOK ~CENTEFi! LAI"'----.. 3-419 AT MIDSl"'AI'! CONC COL.. -, !"'ER~ ~ ,_. '!) ~,..~ TYi"' --------------------------. ..--~-2-~1 2-4116 <:.,,,r;~=?it--~====::;w--"tR"==::;r CONT T'T"F J ' , 12 &I I-41'9x4&' -0" CENTER ABOUT@ I -----STD J.IOOK '!) ------------------------------------------- ; . -2 41'8 D - ~ ~- '"FTYP ; I I , I I I 621 --- ~ ' E: -~ -~~ ,2-•1 /'16\ ~16 TYi"' y / /~/ \ / I/ / _, IL--3'-6" ---I '<, r2-11 V I l -- 2'-10" I • -V-.--~..J.- I I Wf-lEFi!E OCCUR&. 10. -INDICATES CA&T-IN FL.ACE CONCRETE. r FWOF l&T F!,R ) ~ 621 ,,.. • .. ,-. -BQOE I I " 2-#8 .... -1---1 I I I 7-8-91' BULDl«lPEIUT · .· .. · "--"'-=----=:....-===--=:-=:.'------: ,,, . -. 1 --.,. 7-16-97 FOR BIDS '---"''-=--....:..~=..._ ______ , "! 10-3Hl7 • FORILW •h ',, :'l ._ ·. ·:.•. ! I I , ( , ' - i' -:..__,- ·t. :tv ' . /.;:·· , .. . .. ---'.; -;':_-7'1 1-- --I : -------· l • -._ ... : ;-, .. _.r ,, _-...,.,,., . . .. l: .. \ -. ' 2-WT 2ND IX [X J~ ~JIii -/ --2ND . l ri·-I' -----------~ ~~:=2=_= 411 =e====~~e0 :--1:ttFi!Fl _·,-: \ WALL ELEVATION-LINE@ 1n,.1•■1'-r2)II 6 ----------------= [8J [8J ~ TYF 2-•s CONT I I I I -----------------------------------~ WALL ELEVATION-LINE lie>.& 975001 l I I 521 A BQOE 16 2ND FLR 1ST Fl.JIii! 521 #6 A I ." 41'6 AT '8" J..JL~..LJ...L.1~--__:--::--::;:...._&TEI"' FTG l"'Efll! : PLAN ANDffi ' ~ WALL ELEVATION-LINE@ I ! lni 1-------- 1 I I I I I I I I ~ ::I¥ '-..:::,,_~ TYi"' ------------, I I I I 3-41'1 CONT I 3 -4119 CONT I I CONC COLFER~ ~ WALL ELEVATION-LINE@ I FL~ 12 621 ROOF 2ND FLR 1ST FLR 62f ' WALL ELEVAT!ON-LINE@ . WALL ELEVATlON-LINE@ FL.~ 2-4114 AT 8" 2-... __....---r:-:-1 MECJ.l'L. FL.R 13 521 #"6 .O.T 1'-" ,._.11 w . 4116 AT e" lX ~ 1X 4116 AT IE." • ~ -,-,.., - ~-' 2-oJIB 2 118 WALL-ELEVATION-LINE CD EL.EV FIT r-- 1 3'-411 LAI"' ~ ~,,,, 2-11& i, ,.;?2-•1· 1x· 4116 AT 8" -· -_, V _/ , ~ I-·-... -~~ .L , , :-.. 2-41'8 . _ _J /.-~~ -----------&TEI"' FTG FER F"LAN ANDffi WALL ELEVATION-LINE@ ~ FL.R _ ;;;,,--4-411~ .. . . 2ND FLR ;, I6T l"L.R 14 521 ,-. - --2-•e --------- &TEI"' FTG !"'ER F'I..ANAND~ ~ WALL ELEVATION-LINE'" , '- . Blaylor,k $ Engineering Croup ,,/ •structural E ginaar1 t77~ J.lal'ICOC • Suite 2~0 Sun Oiago, Call cmicl 92110 PhGl'I& (819) 543-,719 FAlC (819) 543--'frl!i67 15 I§.T FL~ " EL.EV , (,: Fl-r -.:: , . ' . ' ~' ,~-· ;- .-'t'-·· .. , . ' ' ) . I ,, 11.4 I I ·- L __ _ I I l'a 51 • WALL ELEVATION-LINE @ SEELU '"]¥2 1-1 UJALL ELEVATION-LINE 975001 • 3 51 2-116 2ND FLR 1ST FLR f 5:22 ,i. . (. J I I _I (. -------~- 2-111 ,i -1<---11----. ----·----11--IH WALL ELEVATION -LINE 4h 1/e-" • I' -it," ' - ' I --.------- UJALL E VATION -LINES r I .,,. LNE AUD 2-111 2-111 15T f- \ / • \ ' F.2 :2 , WALL ELEVATION-LINE @ 5:2:2 1/8" • l'-12'" INE 1---------- 1 1-+-1 ,----------~, -- I I I I I I I . , • j J; j ... COUlii!TY ARO ROOF j ., ' 622 Sle- l&T FLR .3 5:2:2 ) J ! ,--i&tj AT 16'1-~ ( \ UJALL ELEVATION-LINE 1.& l/8''=l1-tD'1 , ' / , .. - l&T FLR 4 5:22 I I\_ l . Qate: ~s11 ~19J... , lob Nn·_ !?fO;.a :_'· f; ... -----·$·--:'.: ,. ~ NOTES: ~EFERENCE NOTE5 ON 5~EET 5:21 \ ' \ . . '- , ., I ~~7 Pl.AN CI-IECK SUBMITTAL _ __:_-t_ -.._, '- PL.AN CHECK RESJBUTTAL •-- . !:7-8-97::!t!~ __ JBl~L~Cli~DQJ:i ~Ei!!MflTL~---____ ... _ ;,1 10-2CH7 -j .... -- I ( ·, "- ( ' i , ' l -' i : ., .\,' ('t-i . f ' ,~ '(· . .:I(.: ( ,., ~ ·' ---· -- . ' -~Bliii'ayvilinocrlk~,.:-------:~~=---!! $ Engineerio __ Croup/ ,, - •structur'al sn9ineera l17~ Hancock Sl Su~ 250 Sein 'blega, Callfcr,nia lil211 O Phone (Bli) 54J-4719 FAX (619) 54J-0667 ~ I . I Carlsbad City 1..ibrary _,.. ___ , ... y :i~"1""'1"1l"'c"'."', '""'--_,,_ -.:-, -...,,., --------------------------...,.------------------------------------------------------------_________ .,... _____________________ _ ·J, -,-_. -l· -\'"'' ---_a "'·"':·-..;. -'~-,'•r ~:~::;/,~ _'-,_ .. ~' -~•-.' 1--ti•• i ' . • r:·"°1'). _,,,!.-~ 'f:•"" -• ,-"+· l•i .. ,~, .. ~' ,1-~:r-.. ~~~-~/,.... --_ .. r "",::-, ,_ :t"<I~ •. -----; "; •fl', ,. .. ~ ·•~•c"·, ,-. •' ~•/ • •-ss ,-, ~-c·:~--~1.._.-.-~':/;, •. _,'-'·-.·· ~,!'.~~ ::· -' --01 litil-dEP. ~:ii:,i r·~ : iTO w l!!IM ,'I, " l• ;.;;-i ~' , . T--'f'P~ (; ~,-fl'.".' . . ' . . , .. ·' ' . . ' ~:~'--~: .... ~·;-:_ :: ~--_. .-•,.,-$_, • .-:-• --... ......-----------. J·(,•, . ..... • ' '.,t;••~-" . ~ -' ~<.,.$1--~c ~, ~ _:,_.:, ·,c, ;::' •.,_ ~ I ~.;!'.'~ 7 --t•·' r,J',,r-r~•-, -, r·~-·. --. -- fE: TO JJ BM '-,,,r,--<:_ V4 A.ANGE l 2'-h" MAX --------- • IJJl2 FER FLAN TOF AND 60T " L----, I I t_ ___ --, MC STRINGER FEl'I? FLAN .,,---MTL DECK FER FLAN I I L~ E,' CONT eENT IEl/4" n b './4" 3/8" STIFF e AT 48"' oc ,. I . I -. ' .----LI l/-4xl 1/-4x3/\6 CONT ST AIR LANDING: SECTION -----------------1 TS ElM FER FLAN COL TO ElM 114 , "--1--5 T 1FF IE ' COL 11 11 ---0 BUILT-F STEEL COLUMN I l/:l"•l'-0" I -CONC eL.Ae, F'ERa---..., --:]¥"' l 1/4" CONC TC-PPI~ ON TREADS 12 523 T5et-< TO '/4 ~STRIN&ER-TT'P ' '-----166A MET AL PAN "'0 COYER PECK <AE55) fE: TO Li.EB rrP) l/4 V \ li&GA METAL__.) FAN <AE55> TYP r:'.TRl~R \ FER FL~ f /~~RAIL Pl"R _ V ,,,,--2-3/4" DIA 55 AB • ea---.:---< rrp STIFF le I" I I I / CAESS> ,_L----jl-..... ..i...."',------, ' I I I I FLAN A ----j0:; 5 523 II:: TO FLANGE>--'~---, TYP PAP=-.::, GRADE/ ' -, 5,t,ND GRAVEL 3-'' CLR rrp i r"71E5/8" (MATC+--1 I STRINGER FLANGE ! WIDTH) ( AES5> FER PLAN CONC SLAB ~R FLANS TOP OF SLAB . N ',,.,. ... _~----------------------------+-----+----------------------~~-------~-2j -, : ---------------------~ ,.,."'j_:,.:,· ( < .... , t\1··~,, .. ' -· .-. _; '", "• ~,. , _, j,._ . '.~~ .: ~·-.' NOTE: l ~OT TS eRACI: FOR PLATES A5 REQUIRED l, &El!! eRACED FRAME ELEVATla-J FOR MEMSER SIZE!& 1/4 3/8" C.Use.ET IE \ VERIFY UJ/ ARCJ-l'L AUDITORIUM ROOF FRAMING TOF-'I OF 6M I e 523 :-!ET AL STUD BLOCK.INC:. AT 16" O.C. WI 3 -;;10 SMS EA END I==-======! r-• • • l:. •• 7 • --MET AL 5TuD TYF lE,G,A TRACK wn -.. lel 5M5 TO 5TUP AND If _li:Z> 5M5 AT 8" OC TO MTL DECK METAL DECK ----3/8" 5Tl"F ,e•e, AT 4'-0" OC r,, 3 !:>/8" IE>GA ( I !:>18" l:A• ___ _J ___ _.. FLANGE) PER STUD W 6M--.Y-W/ 3-lf:0 5MS TO PTUD .AND 2-.145" DIA !-Ill Tl DOME HEAD NAfLS (ICBO ;,2.':188) OR EQUAL TO STEEL FLANGE '---BRACING, j_§,23 .,, ------------------t-----------------+----'----------------=--____j TYP eon. -SlOES r.-,-7r7--Q OF TS 1/-4 COL II/BEAM FER PI..AN I 3/4" 2'-6" MAX vt:RIPr Ill/ ARCl-l'L 2 1/:l" bxl13 WT FER PLAN "--TS COL FER FLAN NOTE: I. SLOT TS BRACE FOR PLATE AS REGlU:RED 2. SEE 6RACEP FRAME ELEYAT:as FOR MEM6ER SIZES T5 COL I ! TYf')-;--,1/:--;4-r,-' • .-:I/ 4:-;r,,--<6! te3-/8" Gl55ET £3/8" STIFF EA SIPE SASE 123/4" WI 4-1/8" DIA A325.' TS BRACE ~ .J "' u TS COL FER-- FLAN I II II II W BEAM PER FLAN 13 523 TOP CI-IORD FER FLAN /716GA TOFj -, SK.ii~ I/ TRACK W/ -- i b" 1,&uA-t-+-+-~ (I 5/8" ~ FLAN6E) , ', BLOCKING AT 16" OC UJ/ 3-*l'2' I I --.. ' 8M&EA51DE 3 !!,/8" l6GA !1 !:>/8" FLANaE) &TUDS AT lb" 0C ------METAL STUD$ ,p BLOCKI\ICi JJ/ ~-lflO 5M1:l EA SIDE I I I 1/2":i:1'-0" -----6" 166A (1 ::,/8" , FLANC:.E> 5~P5 ' _ AT lb" OC CMU u;ALL METAL DECK 3-IIIIZl 51-'S-- ST, D TO JCIST TYP 523 '1ETAL PECK r--------------------------------------------------------. -~.:::_.y'.J,L'.J--,.i:.,.,,.---::::::::~166A TOF TRACK 6" lbGA----,. WI 2-ll:0 5MS PER ./'-(I ::,/8" FLAillC:.E , , STUD ______.,/ 5 TUD S AT , , ____ 3 5/8" 'ii:>GA (I ,.,/8" ~SKYLIGHT-,,..,," --.. 3 !:>/8 -' '66A r: 5/8"---,,. , FLANGE) STUDS AT ', ib" O.C. FLANGE) 5T..JD5 AT ,,..,. ,------'bGA TOP TRACK I'·' or-' Ii:>" lii:>GA .__, / Wi'.2 _ 11, !Z) SMS PER "' "-· 3 !:>/8" lii:>GA ~ Cl 5/8' FL ANGE'.__ ST_,.D ,(I :,/8"i"LA1'.GE),', STuDSAT ,_ ---------------------------'BLOCKlNGU.:/ ''\ '6" OCi ~ ~ 3-#105115 EA E:,/8 " ~ ~5 METAL DECK1 SIDE ,!17' s-1F AT ,~ ~oc I -1 1 \ 48 ' oc ,'.. ~« ~ ' 'b6A 7RACK.__,_..,- W/2-lflO SMS FER STUD W 611-TYF AND .145'" DIA HILTI DOME HEAD NAILS AT 6" OC CICBO lf2388) OR EQUAL , 3 !:>/8'' 16GA (I S/8" FLAN:::IE) SLK'C. W/ 3-II i;Zl SMS EA 5!PE AT lb" OC, rrp I~ I 6" 16GA (I 5/8"-_,. FLANGE) STUDS A: 16 1 OS b" ,bGA (I 5/8 FLANGE! BRACING AT 32 ' OC WI 3-If :o SM5 TO JOIST AND 3-.14S" DIA HI:.. Tl DCME HEAD NA,LS (ICBO 2388) OR EQUAL TO WBM \ / \Lbxlb FER A'-<CH 3'-0" ~AX l (FINIS\.! PER ARC!-1 ~=--"7---< BENT 'i:: TO WT ' / ('METAL DECK t!ETAL.--~-J.L./--Y DECK C."rU WALL-----. ; '66A TRACK WI 2-11112) SMSFER JOIST ~~~=<(L TO / 3/lbV2-t0 ~TRINGER 523 -------____ .;.. J___ ---~ r ! , I ..;. 5TRIN::.ER FER PLAN ,//~~xi l/4<3/16 CONT l2C.A BENT ie L "'" :;4 !/4 80UBLE -,_•-- ! Jiil.JS5 MEMBER W6M ....----:7l,&GA CLIP AN6i.: PER 5TUP W/3--II 10 &15 TO 5TL-D Al-0 2-.145-" DIA HILTI DCME HEAD NAILS ( ICBO 112388) OR EQUAL TO S7L IE 2"L ..---::t---fl: 1/ 4" CONT 2'1 • F===~~~~-~-S,&z::t,J~,e==I-~ I "' ,,.~~c-1-+c-c-c< le TO W !3M 3/16 3,ll FLANGE:5 BLOCKING 166A CLIP --c:-------\ ANGLE FER sn;o w1 3-;;10 TO 57UP AND 2-3/8" DIA RED \.IEAD EMBED 2" (IC!BO(l,1312) OR EQUAL TO CHU wALL 2" CCNC 5L~ PER-FLAN :-1E-A:.. DECK .IJELD 'NG TO L PER~ 16GA l"'.=l'A-PAN "'F TO COYER DECK (AE55! '-c-~~-s: NET AL FAN :l/4 4 ID L LTO '=3'";-,-,11:,"'"'2---,-,10;,< 5rR INGER ~ 523 .,--MET AL S TUPS 16GAT~W/ 2-lfl'2' 5M5 FER 5TUP5 AND $,ti' DIA T\.IREADE'D RODS AT 24" CC UJ/ SIMPSON 'B'.::T' AD\.IESIVE EMeED '!:>" (ER-S-21':l) ' NO KNOUN EQJAL --------CMU WALL .~ ,d,._J...,._-~.,...,.. ____ .,....,..,, ... -,_ Date: 511 519 7 Job No.= 96013 5-&-97' PLAN a ECK SlHATT.AL -~20---W PLAN a ECK FESUEMTTAL - 7--6-97 7-15-97 FCflBOS I0-20-W FCJfiUL l Blaylock ~ Engineering Group !_5.tr JcbJ rcr -EJN.in-te 1 ns hl.;..•~i,::~ ::,., 7' ,CUI 2 Sen oi.;o, Ca,rr01 ·.•'!)" ~2110 Pr~ (619) S4J-♦ng FAX :-61W) ~J-0567 Carlsba ____ d_gty_· ..._·_i.._ibr..:..ary.:.-,__..,..1 _r' __ ...,, ., Csrdwel/McGraw Arditecis Arclitecilre ~ fnt'1c:i. a --'---,--'--"---;.;..;...:....'-""t..;;.'-'-'.:..C..::.a.,.;:.____,_ -,, ~ ' ... ~ " ;-, • ~ I ! 12" CMU----.. WALL >,, UNIT5TRUT .. -,,F'21Z'12' W/ 2-5/8" DIA 55 THRO ROD Wt 51MF'50N '&ET' APHE51VE EMBED&" (ER-5279) N6 l<NOlLN EQUAL / UN15TRUT 'Pl000'-___., 6RACE WI UNl5TRUT 'Fl843' HINGE CONN EA END -TYF OF 4 OR EQUAL ' ' ,.,.----112" PIA 'U' 6OLT (TYF'E OF 2) ,,,---UNl5TRUT 'Fl0001-l5' (TYF'-2) OR EQUAL -1--+--UNl5TRUT 'F2452' BRACE W/ 5/8'' DtA 55 THRD ROD W/ 51MF50N '&ET' APHE5!VE, EMBED !:>" (ER-527':l) NO KNOUN EQUAL UNIT5TRUT--... 'F!:>01Z'IZ'' BM ·. Af.TYF OF 2) ·,;,,,i~ OR. EQUAL ----------- 8" UNIT5TRUT 'F245':l-3&' W/ 112" DIA MB EA END 8" 'C' F'ER FLAN (T"rF OF 3) ,,,--, __ 5/8" DIA THREADED ROD WI UNl5TRUT 'F2485' ROD &TIFF W/ .CLIF'5 AT I&" OC OR EQUAL -"' _,,--,-_ VIBRATION 150LATOR FER MECH'L (TYF OF 4) ---=--..:... --=---=- 'W' F'ER ..,,---___ ~ FLAN 4 524 'C' FER FLAN· y UNl5TRUT 'Fl~ei•-- BRACE W/ UN15TRUT 'Fl843' HINGE CONN EA ENP~,YF' OF 4 OR SQUAL 5,'.;;," DIA THREADED----- ROD W/ UNl5TRUT 'F248&' ROD 5T!R= W/ CLIF5 AT 16" OC OR EQUAL 'C' BM----... F'ER FLAN UN15TRUT 'Fl001Z'' BM (TYF OF 4) BRACE '.'.J2(MAXJ I .,.,,--.._VIBRATION l&OLATOR F'ER ARCH '---JNl5TRUT !3M 'U' eoL T 1/2" DIA (TYF OF 2) ' ' L ,, 1.,5" L ,, . . ' L2x2xl/4xlZ''-3"-~---4,~,;.:.'c---.._~-~==!.,-- W/ 3/8" DIA MB TO 'C'AND 3/8" DIA HILTI KB-11 55 (ICBO 114b27) TO CONC (TYi~ OF 4) OR EQUAL 12" + ---0 CONf".: FAD UNl5TRUT 6RACE ( \ NIT5TRUT 'F2345' WI 2-5/8" DIA THRO ROD W/ SIMPSON '&ET' ADHESIVE, EM6ED 5" (ER-521':l) NO l<NOU,N EQUAL 'C' FER-_,,, FLANS 5/8" DIA,-----~ THREAPF.P ROD W, UNiSTRUT 'F2485' ROD &TIFF W/ CLIF5 AT I&" OC OR EQUAL f f ' -- " \ J / -------- UNl5TRUT 'Fl000' VIBRATION 15OLATO!o! l .. FER MECt-l'L (irP OF &) L 86" ,,,-----~~------# .. ' • t,•. __ r"_.1_•-_0_" _________ ~-----· ----.-----------------~-4_5_2_4 __ _,__l"-•l_'-_IZ'_" ___ ~----------~-5-6_2_4_-t-_l"_•l_'-_IZ'_" _________________ ~_I0_6_2_4_--l::-_112_'_'•_l'-_IZ'_"_---'-___________ ~_7_5_2_4 __ UNl5TRUT 'P9@1Z'0'-' __,,. BR.AC ING WI UNI 5TRUT 'F1843' HINGE CONN EA Et-JD (TYF OF 4) OR EQUAL 1/2" PIA BOLT TYF' 1 524 FAN--1--- NOTE: THREADED ---- "'1:0D WI 5 TIA= 'W'BM---.. FER FLAN ,· . ~ .-~ . -· _., . ·, ------ 'C' FER FLAN 5TEEb DECK Pl:"'1:~LAN W !3M,-, -- FEl'c PLAN 'C' F'ER.:--- F'LAN 3/l&;' DIA AIRCRAFT....__,.. CABLE WI CABLE CLAMP EA END (TYF OF 4) F'LAN 0 ---x EXPANSION ANCHOR &HALL BE fN5TALL AT THE CENTER OF Tl-IE BOTTOM FLUTE Cl ' w -IO ~r: w 3/16" DIA AIRCRAFT"--,- CABLE W/ CABLE CLAMP EA SIDE (TYF OF 4) 4' -r 112" 1 1 (:! "" ' I 6,,,,_ ___ __,,_ ___ -_,,. '--F"-L_A_;N ___ ___.0 975001 ---3/6" DIA THREADED ROD (TYF' OF 4) UNISTRUT 'F'l!Z'SIZ'' WI 2-3/8" DIA HIL Tl KB-11 (ICBO 4627) (TYF OF 4) OR EQUAL x )-::,.,,,--_ 1· _,,,,,..---vleRATION ISOLATOR ~~V FER MECH'L (TYF' OF 4) 4"-1 1/2" - <ll .,.-..__3/8" DIA THREADED ROD 'W' FER. FLAN X t' -r ' ~-_---;-fe3/8" W/ UNl5TRUT 'F'248&' WI CLIP& AT 12" OC (TYF OF 4) OR EQUAL VIE!RATION ISOLATOR PER MECH'L (TYF OF 4) -,r, --------,..--B::3/8" -N 314" DIA THREADED-----'- ROD W/ UN15TRUT 'F'2465' WI CLIF'S AT 21Z'" OC OR EQUAL BENT le 16GA ...____, FER ARCH'L S (TYF' OF 4) -~ ' ' r" 1" I" 'C' F'ER FLAN JOIST FER ARCH'L TOFOF MECH'L ROOM PER. ARCf-l'L ~ (TYF OF 4) 4 112" ,:::::::,,,..IE lbGA &TIFF BENT le 16GA PER A"'1:CH'L 1/2" DIA HOLE 524 END JOl5T ,,------...t::i-,fff::-t:,....-j FER ARCH'L 3" ---"118;.r;.--<TYF' ----1@ --<D !il I-·' z r 1r 1 L3x3xl/4x!Z''-4" W/ 5/8") DIA M 6OL T5 AND 5/6" f 1 DIA f-llL Tl KB-11 (ICBO ,-----, f------, 114b27J EMBED 3" (TYF OF 4) OR EQUAL EQUIPMENT FAD --0 NOTE: 12 ,, NO PANEL OPENING ,r---~---;-,r- &HALL BE BELOW GRADE 5/6" M!N c.FRC ----H=:::--- WALL THICKNE55 TYF GFRC 5CREENr-- WALL -SEE ARCH I 1/2" CONT 1" ., ~· ... BA&E le ... ·: I GALV 3/4" DIA - A6AT 24" OC ---GALV .S/8" 3" CLR TYP ··>·>; --- 1 l/6" 3 I ■-,E;, II ,,.---PANEL JOINT PER MFR -:;?--GAVL .. 114·" ' BENT IE':5/6~ CONT 4" ..--;7 314" DIA BOLTS AT 24" OC GALV FINISH GR.ADE 24 -I 1/2" NON-5!-IRINK GR.OUT 3/8" DIA HIL Tl KB-II---... 55 ANCHOR$, EMBED 3 1/2" <ICBO 114627) OR EQUAL r---- 1 r UNITFER MECH'L -----7 I ' I I I I I ISOLATION FAD I I FER PLAN& I I NOTE,,, QUANTITY AND LOCATION OF ANCHOR BOL T5 F'ER MFR (MIN 4 ANCHORS PEii<: UNIT, 2 EA 51DEJ \ \ . {)ate: 5/ I 5/9 7 Job No.: 96013 5-15-97 6-~ PLAN CHECK RESUBMITTAL 7-11-97 BULDING PERMT 7-15-97 FORBIDS 10-~ FOR RE80 , \ . Blaylock <)) Engineering Group •Structural Engine_fil§_ 1775 H..:iricock St. SuJ!a 25□ S-c:m Di■go, Caiifomio 92110 Prlone {619} 54J.-.\7'(l FM (619} 5-4J ~t. Ca ""lsbad City ~_:1'"" ,;. t ,. I y .. Cardweli/f.~cGraw Architects ; ' Architecture P!arnins.Jn!eriors ( • ./.- ;:; ~---, a ,_ ~ ~ "" N / w ' :5 0 • CHILLER SCHEDULE ' CHILLED WATER CONDEN$ER WATER COMPRE$$0R EFF. IPLV OFER MARK MANUFACTURER TYPE MODEL CAP FLA KUJ RATED. WEl<:;,HT REMARKS, TON$ ENT LV<:;, MAX ENT LVG MAX MAX KUJ C •F •F GF'M HEAD FT. .F •F GPM HEAD FT. INPUT V PH CY TON . . I r: \ SCREW 30HX /2! COMF'RS 0 CARRIER 84 55 4!:> 200 15 ·"' 8!:> ':IS 241 10.0 62 .2 480 3 60 \;,1 / LIQUID 016 53. 6 EA .# C \ SCREW 30HX 45 200 15 .0 8!:> ~ 241 10_0 480 3 60 /2! COMF'RS 0 ;·' 2 / CARRIER LIQUID 016 84 ;;5 62. 2 53. b EA !1 i' :1 ADDITIONAL MANUFACTURERS, TRANE SERIES R, OR APPROVED EQUAL. 01Z>.72':I KWIT~ AT 100% LOAD, 0.5-71 KUJ/TON AT 54% FULL LOAD. BOILER SCHEDULE GF'M <:;,R066 FIRING OFER ELECT. DATA OFER THERMAL PO. MARK MANUFACTURER LOCATION MODEL " RATING RATE TEMP. WEl<:;,HT EFF.% R:EMARK.6 FT 30".:'...T M6H M6H 'F V FH CY L65. ffi RAYPAK OUTDOOR H•\158 w I!:> . 2 \158 1441 1@0 I2Zi l "'" 1500 82 ADDITIONAL MANUFACTURERS, TELEDYNE-LAARS MODEL 1610. PUMP SCHEDULE ' • • FUMFMOTOR ' OFER MARK MANUFACTURER TYPE $IZE SERVICE WEIGHT -REMARK$ GFM I-ID. FT. 1-LF_ V Fl-I CY RPM Le& -1-lzO ffi PEERLESS PUMP 6A5E Fl\02!:> CHILLED 200 100 10 480 3 b0 1150 420 PARALLE'.\. OPERATION MOUNTED 2½x3 WATER PREMIUM EFFICIENT MOTOR ffi PEERLESS PUMP BASE Fll02!:> CHILLED 200 100 10 480 3 60 1750 420 PARALLEL OPERATIQN MOUNTED 2112x3 WATER PREMIUM EFFICIENT MOTOR I "" PEERLESS PUMP 6A5E Fl830 CONDENSEFi1 241 50 5 480 3 60 1150 310 PARALLEL OPERATION \3 MOUNTED 3x4 WATER FREMII.IM EFFICIENT MOTOR /p, FEERLE55 FUMP 6A5E F1830 CCNDEN5ER 241 ¾:I 5 480 3 60 1750 310 PARALLEL OPERATION \4 MOUNTED 3x4 WATER l'REMIUM EFFICIENT MOTOR / p \ PEERLESS PUMP CLOS-E Fll020 I-IOT ~ w s 480 3 60 liS0 230 PREMIUM EFFICIENT MOTOR \5/ COUPLED 2X21,; WATER ffi/p\ LITTLE GIANT " -2EC-SPT CONDENSATE I , 75 ~. 0 1/412> 1212> I 6-0 1750 6 \ 7 / REMOVAL ADDITIONAL MANUFACTURERS, BELL 4 GOSSETT, ll.ElNMAN, OR APPROVED EQUAL. REHEAT COIL SCHEDULE 6.P. MAX_ MAFi:K MANUFACTURER. TYPE 6IZE CFM HIN.." VEL. LOAD 6TU!l-iR 1-1 20 FFM (~c) CARRIER 28 66 !4(1xt2u 820 0 .13 800 13--6 (ff) CARRIER 28 66 20"xl2" 12':10 0. 14 800 20. 9 (~) NOT USED " ----. . " ---- (~) CARRIER 28 66 12 11 x6'' 220 0 _ IS 800 4.8 IRC\ CARRIER 28 66 121•x_&n, 230 0. 15 800 4.8 \SJ ADDITIONAL MANUFACTURERS, TRANE, MCQUAY OR APPROVED EQUAL. j CERTJFICA TE OF COMPLIANCE Part 1 o1 3 MECH-1 II PRO..{CT N/,,l,IE '"' CARLSBAD CITY LIBRARY 5-12-97 :FRru:-Cl M.:Of\,'SS 6925 EL CAMINO REAL -CARLSBAD CALIF. 92008 PRl~OP"L OCSFQ,£11 -MEC~IIMICAL mB'""" &ldln~ l'-11 I SEVIER SISK01MC ENGINEERS INC. 619-581-2161 rx:aJMO<ifATIOO MJThlC:f! lW:P""' Oied<.ed ~r/lxllt SEVIER SISKO\MC ENGINEERS INC. 619 58\ 2\ 61 Ulf(lrOO'll""'t •· ,~ QENERAL INFORMATION llJ.1[ Cf Pi.MS I 81Jl.VijG rot)ITIOH{(I, Ft.OCdl AAE,,, 67907 SQ. FT. BI.W.£lN[,i n'?E 181 !ilOO~'flaJll. □ 1i1G1i w.:£ F:ESOOl11Al. □ t-tOln/MOlt~ (USl l'tOOM f'HiSE Of O)N5'mlJC 00N l8l NEW WlSlRIJ~ □ AOOll'IC:tl D AllER/1.T'tOO 0 -LINCONOmONCII (Fils /1.floo<wl'L) laE™C:O Cf IIIECH,.NICAt ,XJMPLl»lCE C8l l'RE5CRIF111'E D P[Hfa;!U~C( PROO'" ~ EN~ ~f'll.lJKE □ ~El!IC\IS E!lltl.OPC ffl'!Mll [81 O,i,t).\I?[ COIIPI.INlct ;.IT.I.CHEO- I ST ATEMEliT OF COMPLIANCE ! Th~ Cerlifi::~t~ of ~foo.;e 1!'.its Ille ooid~ f,et,;1t~•es ood ~fcJITT1C11ct speciflO'Jtims ~ lo cctnjlly with 11~~ 24,, f!(lfl-s I ~ 5 of lil~ Cdifocnie ::«:Ii:: ef Reg,ilotiCfls This ce,\,firo\f ,wries ooly to oo/.:iir,q m~ re,;;.i~ements- Tht W-1/rn~ tatilll'I prEpiYl!I lle:'ebr C¥1ff~ l~ot 11\t -dvctJma'iimion Is CJtt:ll-oi& «'Id G«l!flleta DOWMDm.no.'.: ~:UTl--lOO I S!Q-IA IU,,: , . ~-.1. I CERT. 00. ~i OAT£ JEANNE FRICOT. C.E.A. . NR92 95 613 7 2 97 . Th-a Pri1cipd liem1J1'1ioal Desigw heretiy certmes t™ll lhe ~q,osed bui-df\9 desilJl l,eilfts(51l00 ~ llii ~ ~t -c:,:mlrudioo ffl1111111!s is coosialeflt with Irle e-lhEf' ~ior,c.e frtms Md .-oi',:sr.ee,1:5, lnlh lh.e :Sp«-bfir..ali:w'ts, ,ond dh i:.iy 0ines-~ru~tions si;bmi.tle,d--.it~ tl-.:s permit @icll"licn. l1ui ~ bi.Jildrtg ~ Dffll de!ig!!ed lrJ FAeei. -I.hi:: medl<J1!00 rerJJtemenl~ coot.rined in seclnl& im lhrc-.is,i 115, !20 ll"foo,tr 124. H{l \floog'l 142, m <i1d 145. Pl= -... 181 I her/!br ajfrm th-a.I 1 M1 i!lii31:Mt Lt'ldr!r I.he p-oli-soo!i d -m'dsioo 3 01" U!~ !IIJY'"l8&S Clld Pr,r,,ffflicm C!:dll to :!kJ', lh~ dotlneol m I.lit p,mM re,;poost::.e b ds ~llticn: ood lho! l (ff) ~ cMI ertg'flee-, .rnedroo'«I ertiJl"ll!lef, I)( achil.9tl □ I 11ffrm tllol 1-M! ~1:,1,; 1J11der i.h~ emn~lkti lo DMwn :J. of th~ fltsin~ [11(1 l'r,r,,f™ll'.lrls Q:,de .brSecl1orr 5M1.2 ~ tM-8.lmess m~ Pr~tessioos O;;dr:, fo ~ IJris OOClJmool g5 tile pg$(([ resi;iaisib\& for 1ls p,--eporoli&r, oo<i \hat t 001 q li::fflsed coolroct,or P"~Q OOC1J11'1Ef1Ls for wc:ri: 1.lral I l\ow coolrocled lo perkmi. □ I oif-rm tlr~t l (Wl'r e1iiJi,1e 11!1der ~ \!ffl'll!l-001 fo Oi'llsicfl 3 ol the arJsili,ffi ~d Pro!essi:im Code ll-r $ect(l('I ., .. Cooe to si,;17 111is-dr.icummt oo the pti$M r-asp(l(lsl,le fur its prep.-alii:ci, ood fur Ille funow'lig ffflOl"I: ffcWCjf>AI. jj[a-JN-llCAi. OCSIGNEll NAJ.IE 1~,l~rJ 'Y!,i;f_ I uci,.t;3244 I l)A1( DAN SISK01MC, P-E. 7-2-97 MECHANICAL MANDATORY MEASURES ln,d1c<Jle lsX'olioo M plons of Note Block for Mr;mdo!Of~ MeoS>Jre$ I Ml I INSTRUCTIONS TO APPIJCAliT I'-, fOf detmled 1r.strucl~s on the use of U1is ond all &wgy Effk:1er1cy St-ondords--c:omplionce forms, ple<Jse refer to the ~~resider,Uo( ~a.-.uol puDlisr.ed bl' tl'le Cc;lifornia Energ1, Commission. """"'i Required ori. pl<:1E1~ fo, ~11 submiUals. Ports 2 & J may be incorp«-oled in !<:h"®ll!ls M plans.. 1,\£-CH-:!"-~d im ,al! submillols; crloos,e, l:lM}f"opri-ole v,ersion oep1mdin1J o,n metrio<l ,Df maE1cl10nicol compliorice. l,ff.CH-Y ll' re,; tof_,all_ ~ubmillo1s, but form dc-E-5 _~ot no-re lo be C01TI,p[eted rf ~coliwl of mectior.1col -equipmen-t ~l'I l~s ,ridtcale-d on Ure. forrn per Sec.t100 4.33 MECH· 4. f<equirell for"~ submittols-ll-!lless requ-ire-d ootdoor ~entnotico ;otes coo airflows ore shown oo ~ans per Sedioo 4.J.4, 111-o,nresideflal i.-.i omrilio,-,..:.,i .j;j:,-1-w:; ,, ENT AIR •F 612> 6-0 -. 60 6-0 LY<;, WATER AIR ENT LVG. HEAD "F GFM "F "F FT. 7!:> lW 150 I. 10 0 . 20 1!:> 180 l!:>0 I, 40 0. 50 ----. ----- 75 180 l!:>0 0.50 0. 20 75 180 150 0.50 0. 20 I CERTIFICATE OF COMPLIANCE R.EMARKe- (I) RCW COIL IV RCW COIL -- /\)~COIL /1) l'W\ll COIL Part 2 of 3 MECH-1 Ii ' Dl'Fr I 5-12-97 SVS[§!t!LFU™1Y8U==================:i I MECHAlilCAl SYSTEMS I ·:~-,-,.-.-~---.-----~, r--C-1_&_2--,.,.~--~B~l-~,,.,~A--H-1~I-A-H2---77 ~Jo' :========: 11!11E CONTROL S s s s SETi3.lO: C:Cf,ITR(;l. NA NA NA NA ISOlAflOH ZCffES. 0 0 0 0 e!EAT '°UMP TH(Rt.AO-STAT ? NA NA NA NA El..£CTRIC HEAT ~ NA NA NA NA fAN COIHRct. NA t----------------1 -·-~---NA V NA VAV i,tlNIMUI.I POS/JlOO. CCtHROL 1 NA NA y N SM.fUTAAE-OUS ME/1,TJ,::o,:).. 1 NA NA NA y HEA1°'. AND wet.. SIJFi'L Y RE:SET ~ NA NA y y 1£N~LJ. ltON NA NA 8 B cxrmoct! DAM~fs co1,n.1,ic)l r NA NA A A ECONOMIZ-ER TYPE NA NA w w DC"SIGN ~ Cf!il [lfEOi-·I. C-OllJhlN H) HEA1liiG [QUIP, TYPE I HIGH EfTlC.? MAKE MfO MOOU NUMetR NA NA ._ "' NA IN BOILER N coir COili N <--~==-= NA • • • CHILLER IN NA N COILI COid N f------'--< MAKE AND ~OOE-L N1.Jlt6ER • * l NA • • SEE MECHANICAL EQUIPMENT SCHEDULEe,--~--~ • I COD£ TABLES: £nte-r code from lob1-e below inlo coPumrrs obove. : tlLJif -PIJMF' JH(RMO~T,1,"M [(.ECTIUC +!EAr? )/AV Mll,IINUW POSITlO~ COlllflOL? -S11,M.TAHE005 flUiT/-COOl.? NOTES TO FIELD • For Y:YES N:NO TIWE CONlROI.. St1'8AO: COITTililO-L ISOU.TtOH ZONES S:: :l'rol; "$wild! H: Ht11til11;i Enler rnm,bu gj 0 Ckcup,,n<:-:,-Se11~cr C· Co-::olln-\1 130111~1<><, Z-on-es .t t.tcwwat tmer Bi &t~ V~HTU'l'K!N OIJTOO~ 0.t.WPEII ECOMOMIZ.U j,: Iii" 1ft: 11/Qler N: 1-!llt ~td I: Inlet~ P: Vorl<J!ll~ Plt,:t, ' W1l 0: Cl"l.hsr C; Cur-.. O.A.. CF'M EnNr C,.,ld,x,r .IJr en,_ t,rot.e: Thk aho1 C4 II<) Tm "ttlill, Ccl1.1m~ G-l>l'I "IIECl,l-,i EFF. 1~4 19.4 I. 2. 3. 4, 5. L6$i UNl1W11i-lOF1 A 1·1 ,I 5700 ATTENUAT~ ACOUSTICAf;:L Y LINED COMK;ARiMENT Cf 16 GA TAL I INCH lv,"-POUND DEN ITY FISER. HFC-134A '.i~'t~UAT~1 AC~STl~L Y ~ ~ARTMENT - 5100 HFC-I34A Cf lb GA M T AL l INCH 1 ti" -FOUND DEN tTY FISER. - GENERAL NOTES ALL BRANCH DUCTS TO HAVE BALANCE DAMPER& WITH QUADRANT LOCKS. ALL DUCT SIZES $HOlLN ARE NET INSIDE DIMENSICNS. FLEXIBLE DUCT SHALL BE A MAXIMUM Cf 1 FT. IN LENGTH. MINIM.JM SEND RADIUS SHALL 6E TWICE DUCT DIAMETER. DUCTWORK &HALL BE SHEETMET AL CONSTisl.JCTED IN COMPLETE CONFO!s:MANCE WITH UM,C., LATE&T EDITION, SECTIONS 601 TI-IRO\.K;,H 604 AND THE LATEST SMACNA I-IVAC DUCT CONSTRUCTION STANDARDS. DUCT AND FLEN\JM INSULATION 51-iALL BE IN ACCORDANCE WITH Tf-lE CALIFORNIA ENEl'<l'.i,'r COMMISSICt-1 /CECJ LATEST EDITION SECTION 124, Tl-IE STATE MECHANICAL CODE PART 4, TITLE 24, CALIFORNIA CODE OF REuULATIONS (CCR!, AND Tl-lE LATEST EDITION OF Tl-IE UNIFO!s:M MECHANICAL CODE (UMC! SECTION 604. SEE &PECIFICATICNe FOR MINIMUl"fTHICKNESS Ai'O TYPE. THE!s:MO&TATS Sf-lALL 6E LOCATED AT S'-6" A60YE FINl&I-IED FLOOR IJNLE55 NOTED OTHERWl&E. 1. DELETED 8. PROVIDE FLEXISLE CONNECTICt-lS AT Tl-IE INLET AND CUTLET Cf ALL FAN&. ':I. GENERAL CONTRACTOR 51-!ALL UNDERCUT DOORS &1-/0U.N 3/4" TO PROVIDE TRANSFER AIR FLOJJ. 10. DELETED 11. NO RAN::,EI-IOOD VENT&, DRYER VENTS, COMSU&TION VENTS, OR HEATING VENTS ARE PERMITTED IN AREA 5EPARATION WALLS. 12. SMOKE/FIRE DAMPER$, REVIEW 60TH Tl-IE MECHANICAL AND ARCI-IITECTUFi1AL PLANS FOR 5MOKE1Flfi1E Dtil1PER REaJIFi1EMENT5. SMOKE/FIRE DAMPER& 51-!ALL SE INST Al.LED AND BE READILY ACCE55I6LE FOR SERVICING IN Tl-IE LOCATIONS LISTED IN Tl-IE U,6.C., LATEST EDITl°'1 CHAPTER l, ''FIRE•RE&IST ANT MATERIALS AND CON&TRuCTION". AND 51-!ALL SE IN ACCORDANCE WITH UM.C., SECTION 60!:> "DAMPERS IN DUCT SYSTEMS". BLDG. SOUND LEVEL DESIGN CRITERIA AREA AUDITORIUM MAX NC LEvEL NC-:IS MEETING ROOMS NC-30 PRIVATE OFFICES GALLERY _ ..... _ , ......•.. _ ............... . READING AREA& NC-35 NC-3S NC-35 OTHER PUBLIC AREA5 NC-40 RESTROOMS NC-45 II CERTIFICATE OF COMPLIANCE Part 3 GI S I ~(l..£(.T NM.IE CARLSBAD CITY LIBRARY OIJC'!T INS• II .I. TION DU-CT TAf'E S.1'.STI:N N.liME !)UCT TI'F't: O~CT LOC/1.7!0,._ ALL-0W£0? ~Sl.>f>/II~, "R-<,t,,m, El-c:-) (Roof Pl,en-urn, Ct~.) I y I N I AH!-7 SUPPLY IN COND. SPACE l81D AHl-7 RETURN IN CONO. SPACE l81D DD DD DD DD DD ~· DD DD DD DD DD DD DD PPI! INSULATION l~SUU.TION)! SYSTClil NAME Pll"C TYPE RECUl"R[.D'l' (Sup.pl~. :R:at~m. rte.) I Y 1 NI AH1-7 HTC. SUPP~Y [810 AHl-7 HTG. RETURN ' [810 AH1-7 CLG. SUPPLY 00 AH1-7 CLG . RETURN t81D DO DO DD DD DD NOTES TO FIELD -For Bulldlna ■J-An-artmer,• Use On~v folonres,den!ia( Co-mrilia11-i'.-t form MECH-1 i ),,~ I 5-12-9~ OOCl nlSIA"LUTIO~ ~OTC 10- A-VALUE flEUl NR NR ! 1-101'[ TO fl['-0 .I.Jlt 1W5 SYMBOL A66R i i i 11[ CT% ;;]] CD ER FC TG 5FD VD 06D jA';>"::..~e---l-·-----r- ~/'-t----1- DESCRIPTION CEILING DIFFUSER RETUt-!N AIR REGISTER EXHAUST AIR REGISTER LINEAR SLOT $UPPL Y DIFFUSER LINEAR SLOT RETURN AIR 6AR FLEXISLE CONNECTION TRANSFER AIR GRILLE ASSEM6L Y 5MOKE FIRE DAMPER VOLUME DAMPER OFF05ED BLADE DAMPER SUPPLY DUCT GOING UF RETURN DUCT GOING UP EXHAUST DUCT GOING UP ROUND DUCT GOING UP DIFFU&ER CALLOUT CFM LEGEND / -Cl-,\IJ& -CI-IUJ5 -C!-IWR -CHWR -1-!W& -HW5 -I-IUJR -HWR -CUJ5 -CW5 -CWR -CWR ► ---1fi-- -----c+:l-- [><] c::;J ~ RECTANGULAR DUCTWO!-l< (DOUBLE LINE! FIRST NO_ INDICATES SIDE $1-10.l.N --!><I-- ROUND DUCTWORK /DC\J6LE LINE) ROUND OR RECT Al'-1(:,ULAR DUCTUX?RK (5INGL; LINE) RECT,.:),NGULAR W' ELBOW WITH TURNING VANES ---Jif-- LD) ) LD LC\JVERED DOOR ~ POC. UC UC T UNDERCUT DOOR @ ® @ CD ROOM THERMOSTAT RECTANGULAR EL6CIJJ WITH TURNING VANE5 (SINGLE LINE) ROuND EL601!J (DOUSLE LINE) k ROUND EL60U/ (SINGLE LINE) LINED DUCTUJORK /DOUSLE LINE) rv--,J" --+> I-- CD CD FLEXIBLE DUCTWORK (DOUBLE LINE) FLEXIBLE DUCTWORK (5INGLE LINE) SUPPLY DIFFU&ER /DOUBLE LINE) SUPPLY D!FFU5ER (!:>!Ne.LE LINE) SIDEWALL REGISTER I MANDATORY MEASURES CHECKLIST E,JIJPMUU ~N(I 5YST015 URCIDiCY 0 AHY Al'PUMICf >{)fl ¥1t11CH r,,EI![ 19 A CMJFORl«,l, ·s:w..cAAO (ST/i£11.JSKf1l !JIM Aff'LJ/IHOC EFFlODICY SJA.NllAAOS ltA'I' E1E NSTAUEO OOL Y IF M: ~MIJf...CIIJl<CF,' HAS CEli'TREll JO THE CCMMIS90t+. 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VtCH ZOIE ~A!..L AN{) e:lOSID ~ f>lt S<'-1100\lti :5,i.,l,Ll et F'R!)',lt([) -ON MOT f:f(fiO 25,-000 SOOW rEET: Slifil B[ PIWWJro lt-,E 001SWE ~ 1Hf.lJ((S. mil ~WOl!GE.S I"£ M.L SP-'iCE "illl!i ISOJ,,ll{l,I CIE'dCtS. SUrJ-C AS-V/ll>,ES OR DAMPERS, COO[)l!'(HIK: M-1:J OHAU-Sf SYSlElrS oor AU.OW Tl-IE Sllf'PL 'I' or tJi:A-n,f{, (lR COOi.Jr«. ro flE SCT1ll.cr.: 00 SWT ID ~COl1lr rY OTIOI: IS:U.TION-0 /I.Lt ORA.\!llY IDITUWW m1Et.tS SHM.L BL Al10:S; HID SH.ij,L EiC -CONlROIJ.[[I ll~ 11 111,€_ OOl,IJ"R«. PRO.-,DEll IM.TH /,JJI-CMATIC ~ R[Al:U ...octs:SlBL[ J,lr'IH,,JAU.~ CFERATHl ~ Iii /Ill. OPENJ~ 10 11iE OOtsOE, E:(((?T FOO-OOMBU"SilOO AIR: OPENIOO:S. CCfflliCUJ;D BY m INOOOOAL lHOIWOSTATlC CDHlROI. lttAT :,( lr,IR BAI.Id.ONG: ill SPlCE OONOITll'.W',l!'IG RfSllOl:l TI'.l TIMl'EllllM!E 1,1m.i Tl-£. ZONf, 'li'r!ERE NII) \oENlUllOO mIDtS 'SHH.J. Et[ BALl,l,tCOl-ro lliE Lf.iE:D TO COHffi(IL 1jEAIII«,, M -COOlRIX. ~MJ. st: OO,llfl1"'11ES SPfaFIED ~ "Tl£S[ Pl/lHS,. 1H ...cccEllWlc::f AOJJSIAl!L:[ OON-1 JO S!i'f OR Lo,,tlt roo ,cor:uic., mE ¥!!TH M ~mlOML EN'llilOHlo'EN-Tlil 81,LJ,N(:ING EIUll[AIJ l))flR(IL SHAU. DE ADJJS,T~ IJP "RI ~1' Oi't HIQ-1] ("6111) PROCE'.DOfild. ST/iilDAAOO (19a3), (lli /ISS00"'1EO "lltO[ USEfl 10 -c:ooTROC BOTH l{[All"6 ~D co::.tlr«:;, P1R BALAHCE COUNCIL (.AAB.C) ~"'lKIN"-. Sl-',l,IOAAOS ~ {'.(IM'ffiOl SHm & eAPA.IILE. Gf 1'11{1~~ II ~ (1916). IJ»lll OF" 1..1 WISl 5'f 'MlHJN \lt'ttCH °™C '9.A'PL Y Gf KCAllHG 00 OOGUKG tS-SHUT Off -cR lifillJCEll ro II "''""""' 0 CRJlSICE Al~ csmncJ.Til)l!I: M SYSTE.i SH-111.t PR-civlDE lllE MINJI.IUU CllJTSIOC ~ ,l,S SliO'llrt,I CWi 1HE MEOiARiCld. ORA~ 00 Sl-l,11..L 8{ l.lA51.1!ED pJ-10 ca;:mrn BY lllE NSJ1,um~ ~ c-20 M((:J.I.MIICAI. (X'ltflll,.,ClOR. .JJlYlm DESCRIPTION CHILLED WATER SUPPL 'r CHfLLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN CONDEN&ER WATER 5UPPL Y CONDENSER WATER RETURN DIRECTION Cf FLOW 6UTTERFL 'r VAL VE SALANCING VALVE 6ALL VALVE REDUCER TEMPERATURE CONTROL VAL VE FIFING ANCHOR CHECK VAL VE CHECK VALVE (SILENT) BACKFLOW PREVENTOR STRAINER w/ 6LOUJDOWN UNION AUTOMATIC VALVE MANUAL AIR VENT AUTOMATIC AIR VENT RELIEF VAL VE MAKE-UP WATER VALVE GATE VALVE FLEXIBLE PIPE CONNECTOR DRAIN VALVE WITH HOSE 6166 FRE&SURE GAUGE WITH GAUGE COCK THERMOMETER MECHANICAL COUPLING POINT OF CONNECTION PROVIDED SY MECHANICAL PROVIDED SY ELECTRICAL FURNl&HED S'r ELECTRICAL INSTALLED SY MECHANICAL 1-I-IOUR RATED TUNNEL CONSTRUCTION Date: 5115197 Job No: 5 • I 5 -·9 7 PLAN a.ECK SU3MITT AL 6-20-97 PLAN GECK RESLEMTTAL 7 -8 -9 7 BULDING PERM'! 7-15-97 FOR BIDS 10-20-97 FCR RE!J[) ENGINEERS CONSULTING MECHANICAL ENCINEERS 4375 JUTLAND DR!VE, SUIT( ! 00 SAN DIECO, CA. 92117 (619) 581-2161 FAX (619) 581-2026 Carlsbad City Library Cardwell/McGraw Architects 2958 Architecture Plamif'9 Interiors MECHANICAL LEGEND, NOlES, SCHEDULES AND TITLE-24 ENERGY COMPLIANQE M1 1221 Se cad Aver'IJII Sealllll WA 98IOt 206 622-2311 t 701 B SIi eet San Diego CA 92101 619 Zl-075('. R PS OH092 Lt(lf .-,.J .hi-'; . AIR HANDLING UNIT SCHEDULE CD 5UFPLY FAN I-IEA Tl~ COIL MARK O.A E.S.P. T.S.F ov FAN FAN FILTER ELECT. DATA CAP AIR MAX MAX WATER ROWS MAX CAP ENT. AIR MANUFACTURER SIZE ARRANG. CFM ll'N" lljN" $IZE CFM AIR VEL. 1-1 g CFM FT.2 ENT.= L~G FD. ENT t.,.vc. DB l!tf' CFM 1-1 l 0 I-! 20 FFM JIIN.H RFM 1-!P y Pl-I 1-!Z Mef-1 (FTJ fF'M GrFM 1' DEEP Fr. i M6H ·r ® CARRIER 39n4 DRAW THR.J 42,300 8,100 2 . 50 Sh 49 1"81 e,33 e,0 4W 3 &0 42,300 913.7 e,5 85 0.36 100 60.9 180 1512' I llh 42,3fZ)0 1,204.4 13.8 61.1 UP•6LAST -. ® CARRIER 3':lTl3 DRAW THRU e,,5,0s 3,460 ! . 35> HORIZONTAL 4.4 2348 20 225>2 lb£> 'I0 480 3 60 6,5,05 226.0 5>2 85 0b2 915> IS.I 180 150 I 2.1 b,5,05 213.e> 11.4 e,4_7 ~~1-1) CARRIER 3':ln DRAW THRU 3,110 810 1.00 HORIZONTAL 4.1 2060 13.25 3355 8fi) 1.5 480 3 60 3,110 882 63 es 0h6 1"'0Z 5.9 100 15>0 I 13 3,710 116.7 762 b2h (~H) CARRIER 39T':l DRAW THR.J 4,bbO 900 1.10 HOR!ZONTAL 4.5> 22I':l 14.56 2'351 8fi) 1.5 4W 3 60 4,660 100.1 65> 85> <Z>b8 951 6.1 IW 150 I LO 4,660 138.0 14b 6\.9 I AH\ CARRIER 3':lT1 DRAW THRU 2,910 180 I. 55 3,8 1650 1325 28&5 />ti) 5, 480 3 60 2,':!10 10h 63 es 0.5>1 003 4.7 180 150 I 2,':!10 ':!1.5 75.4 62.4 \S/ HORIZONTAL (Z),1 (~H) DRAW THR.J CARRIER 3':ln 3,050 1.830 I. SS HORIZONTAL 3.9 1694 1325> 2909 8.0 s 480 .3 60 3,050 1153 50 !>S 0.4':l 824 1.7 180 150 2 2.3 3,050 1342 71.9 652 IAH\ CARRIER 39L3 DRAW THR.J 1.00 \ 1 / 1-!0RIZONT AL 1,20121 60 2.7 \350 9.5 1822 4.4 I 41>121 3 bO 1,21210 20.1 69 65 0.16 442 1.4 180 150 I 121.1 1,21210 3121.b 142 blJ f!OTES, CD ADDITIONAL MANUFACTURER$, TRANE, McQUAY, OR APPROVED EQUAL 0i AH-2 $1-iALL HAvE 2-SFEED BLOWER MOTOR. © COOLING COIL MINIMUM SENSI6LE COOLINC:, CAPACITY ' 181 M6H. 0 CLAS$ II FAN SECTION 0 FILTER$, 2" THICK 30% ER'. Ffiii!E-FILTERS, ~!:>% EFF.' BAG FIL TER$.(24x24xl2) 0 FILTERS, 2" THICK 30% EFF. G) COIL TYPE 'FL". EXHAUST FAN SCHEDULE ELECTRICAL DATA -&.P. FAN FAN HF OFER. REQUIRED MARK MANUFACTURER MODEL T'Y'FE CFM n!Nn ov SIZE WEIGHT ROOF REMARKS FPM RPM -1-120 u1N11 WATTS VOLT PHASE CYCLE L65. OFENI~ ' .. ~ GREENI-IECK 66100-4 ROOF 680 0. 315 MOUNTED --.. 126121 ~ 120 I 60 50 14v, H SQ SECOND FLOOR TOILETS w ROOF ' ~ GREENHECK G6 130-4 935 121. soo ! 102!:> 120 I 6121 60 \4v," SQ FIRST AND SECOND FLOOR TOILET$ MOUNTED .. -- i . IEF\ GREENHECK GB-80-4 ROOF 54121 0 . 5,00 I 1440 ~ 120 I 60 30 I2v," SQ FIRST FLOOR TOILETS-CHILDREN& LI6RARY \ 3 / MOUNTED .. -- ' ffi ROOF z ! ~ GREENHECK GB-I80-S 121 . 62!', . --. ' 1005 48121 3 60 IOI 20½" $Q AUDITORIUM RELIEF· (2) $FEED MOTOR MOUNTED 540 ® ' ~ GREENHECK G6 100-4 ROOF 69121 0 . 315 . 1260 120 1 60 50 141/zll ea FIRST FLOOR TO!LETS MOUNTED --.. . . (~) ROOF GREENHECK Ge 100-4 MOUNTED ':!IS 0. 500 --. -. ' 1425, ~ 120 I 6121 so I4v," SQ FIRST FLOOR TOILETS IEF GREENI-IECK 66 90-4 ROOF 615 0 . 315 \ 7 MOUNTED .. . -. 1\6121 ~ 120 I 60 3121 12½" $Q GALLERY EXI-IAUST (~) GREENHECK 66-140-3 ROOF 141>121 0 . 62!:> . 1125 ~ 12121 I e,121 9121 181;, SQ MEETINC:, ROOM 150 MOUNTED ----. ® -~ GREENHECK &F \2!', CEILING 200 121 . 250 --1030 120 I 60 25> SECOND FLOOR STAFF fiii!OOH MOUNTED . ---MODEL RJ&P PITCHED ROOF CAP. b IEF GREENHECK 6CF 110 SUSPENDED 148& 0.60 ~ 41>121 3 60 115 CHILLER EQUIPMENT ROOM. \10 VERT. MTG. ---. .. .. ® GREENHECK CSP 264 IN-LINE 1440 --0 . 37!:> ----1450 ~ 120 1 60 60 --ELECTRICAL fiii!OOM 105 ~ or SOUND TRAP SCHEDULE SOUND TRAP SCHEDULE - ( HARK MANUFACTURER MODEL SIZE CFM MAX. PD. •DB • DB REMARKS (IN. OF 1-120 ! MARK MANUFACTURER MODEL SIZE CFM MAX. FD. • DB • D6 ' REHAFi:KS (IN. OF H70) si\ I. A. C LFM 48xl2 3110 (l) . 20 24 113 PROVIDE FIELD FABRICATED SHEET 12 / S'-0" LG MET AL ENCLOSURE FOR $OUND TRAPS lsT\ I .A .C LFM 4i>xl2 4bb(l) 0. 26 24 113 • -MINIMUM DYNAMIC INSERTION LO$$ \ 12> / S'-0" LG D6 IN T!-IIRD OCTAVE 6AND. !ST\ I .A .C LFM 36xl2' 2~10 0. 20 24 91 \ 14/ 5'-0" LG $T\ I .A.C LFM 12x3121 11 , 5S5, 0. 21 27 351 I/ 1'-0" LG. FROVIOE FIELD FABRICATED SHEET 3bxl8 MET AL ENCLO$URE FOR SOUND TRA~ ST I. A. C LFM 4,240 (l) .19 27 144 • • MINIMUM DYNAMIC INSERTION LO$S 2 5'-0" LG. D6 IN THIRD OCTAVE BAND. /ST\ I.A.C M$ 45xl8 1,290 121 . 21 18 240 \3/ !:>' -121" LG. isT\ I .A .C LFM 36xl2 219121 0. IS 21 9! \ 15/ S'·O" LG 'ST\ I .A.C LFM 3bx12 286121 0. 21 27 91 16/ S'-0" LG 'sf\ I. A. C LFL 36x24 3160 0 . 1214 13 15 17 / 3'-0" LG (~T) -48xl8 I .A.C LFM S'-0" LG. 4,115 121 . 14 23 174 (~T) I .A.C LFM 12xf8 ll , ':!15 0. 38 23 261 S'-0" LG. O,T\ I .A.C HS 45xl8 a , e-1121 0.30 18 240 6/ S'-0" LG. /si\ I .A.C LFL 3bxl6 2900 121 . 1214 13 83 \ 18/ 3'-<Z>" LG /sr\ I. A. C HS :'10x24 11 , 1>00 0. \6 16 483 \7/ !:>' -121" LG /si\ I .A .C LFM 36xl2 3(?)50 121 . 20 lb 55 \ 19 / 3'-121" LG /sT\ I.A.C MS Wxl8 14 , 63121 0, 26 18 41215 \8/ S'·O" LG /si\ I .A.C LFM 24xl2 1220 0 .10 16 42 \20/ 3'-0" LG /ST\ I .A.C LFM 3(?x24 b , 04c, 121 . 21 24 144 \9/ S'-0" LG /sr\ I. A .C LFM I8xI2 1140 0. 14 16 34 \ 21 / 3'-0" LG /ST\ I, A. C LFM l!>xl2 I, 200 0 .14 16 34 \ 10/ 3'-0" LG /ST\ I .A.C 5 I2xl2 4b0 0. 07 lb 33 \ 11 / 3'-121" LG NOTES, 0 ADDITIONAL MANUFACTURERS TITUS OR AFFROvED EQUAL. RETURN FAN SCHEDULE &P. 'ov FAN FAN ELECTRICAL DATA OFER. MARK MANUFACTURER MODEL TYFE CFM u1N•1 SIZE 1-!F WEIGHT REMARKS H20 'FFM .. !N .. RPM LBS. VOLT PHASE CYCLE IRF\ BARRY BLOWER 490 TIJ6ULAR 41,300 2.25 112S 49 161> 30 460 3 60 300(?) CLASS II CONSTRUCTION \ 1 / 1>000 ' COOLI~ COIL 1) TOTAL LV6.AIR MAX MIN. FIN. WATER MAX OFER. REMARKS Alfi<! VEL. 1-1,0 WEIG!-!T D6 U/6 FJli ROW$ FER ENT·~ L.'f' fi=f5 'F 'F FFM 12.W:. I"'. GPM L65. 520 51.5 1.00 513 6 II 45 55, 241.e> 11.9 120012' ALL PANELS Wn" THICK, 3L6. DENSITY 00 INSULATION. 50.20 5>02 125 481 b 14 45, 55, 56b 5.5 2100 ALL PANELS WIDOU6LE WALL PERfORATED 00© CON$ Tfiii!UCTION. 520 513 0.SS-553 8 11 45 !:,5, 23b I2h 15>00 ALL PANELS W/DOU6LE WALL FE~ORATED 0 CONSTRUCTION. 52.0 51.4 0.91 523 6 14 45, S!;i-21h 16.4 1700 ALL PANELS WIDOU6LE WALL FEF<RJRATED 0 CONSTRUCTION. 520 5121.8 (Z),16 443 6 14 45 55\ 1':l.5 10.4 130(2) ALL PANELS WIDOU6LS WALL PE~ORATED 0 CONSTRUCTION. ·. ALL PANEL$ W/DOU6LE WALL FE~Ofiii!ATED 52.0 49b 0.19 4SS 6 ·, 0 \4 45 ss 26.e 10,8 13121121 CONSTia!CTION. 52.0 !:>1.9 0.10 442 6 ALL PANELS WIDOU6LE WALL FE~ORATED 0 14 45 55 6.1 3.1 400 CONSTRUCTION. SUPPLY DIFFUSER RETURN AND· EXHAUST MARK SIZE RANGE (CFM) MARK SIZE RANGE (CFM) , A\ 2-&LOT, 1" W. l':l(Z) • 320 ' ) 4'-0" LINEAR ADJU&TA6LE PATTERN CONTROL ' e3 2-SLOT, '11" W. 14121 • 28121 4'·0" LINEAR ADJUSTA6LE PATTERN CONTROL 8 e,-&LOT, v2" W. 10 • 220 . 4'-0" LINEAR ADJUSTABLE PATTERN CONTROL § 2 ½ "x6 '·0"LG. 390 • 51121 6'-0" LINEAR vi" $PACING" Is• DEFLECTION - E9 4"x4' -0" LG 31210 • 600 WAl.L L INEAI< BAR 1,2" $PACI~" Is• DEFLECTION E9 !:>"x4'-0n LG 210 -54121 LJALL LINEAi< BAR 1,," SPACI~" IS' DEFLECTION ~ 8-SLOT, I" W. 105121 • 1960 8'-121" LINEAR LE&$ PATTERN CONTROLLER ~ 5-$LOT, I" W. 250 • 660 4' -121" LINEAR LE$& PATTERN CONTROLLER .rCC\ 6-SLOT, I" W. CEILING PLENUM AIR TRANSFER '-/ 4' -121" LINEAR 18121 • 480 LESS PATTERN CONTROLLER .rDD\ b-SLOT, I" W. CEILING PLENUM AIR TRANSFER ) 8' -121" LINEAR 350 -960 ' LE&$ PATTERN CONTROLLER ~ 6-SLOT, I" W. 66121 • 1200 4'-0" LINEAR LESS PATTERN CONTROLLER (FF\ l011x1"11 Sil!. 3!',(l) \ .J - E9 3-SLOT, I" W. 281 -435 4'-121" LINEAR ADJUSTABLE PATTERN CONTROL ~ 12 11xl2 11 351 · S(l)0 6 2 -SLOT, 1" W. 210 • 31!:> b '-0" LINEAR ADJUSTABLE PATTERN CONTROL § 16 11xlE,11 soo • 71"' E9 I0 11xi,.U !:>O -135> . 8 8 11x8" 135 • 22121 E9 I0"xl121" 22(?) • 350 ~ 22"x22" 111 -115121 § 6 11xbt' so -11210 WALL MOUNTED ® 46 1'xl6 11 18&0 • 2SS0 WALL MOUNTED IL\ 12 11x!2f' 350 -41121 \. .J ~ 14"xl4" 470 -67121 e? Ii& 11xll& 11 &10 -1050 E9 3011x3011 31121121 -blOO CEIL!~ OR SIDEWALL MOUNTED ~ 24-11x!2 11 ' 85>0 • 1100 CEILING MOUNTED (NN\ 2-SLOT, vi" W. 1121121 • 34121 \ ) 4'-121" LINEAR ~ 3-5LOT, I" W. 260 • 600 b'-0" LINEAR E9 l6 11x4 11 160 -31!', j § 6-51.0T, I" W. 38121 • 160 4'-0" LINEAR ADJU$TA6LE PATTERN CONTROL ~ 4-SLOT, I" W. 300 · 600 6'-0H LINEAR ADJUSTABLE PATTERN CONTROL E9 3" NOH.lUDTH. 90 -18121 3'-0" LONG SIDEWALL W/0.6D e 2-&LOT, I" W. 1100 · l':lc:?)(l) 8' ·0" LINEAR ~ 2 -SLOT, I" W. 340 • !:>00 4'-121" LINEAR WALL MOUNTED eJ 2G?Y'x411 23121 • !:>l2IO SILL MOUNTED ® l8uxlcZ1 11 51210 -85121 WALL MOUNTED ~ b-$LOT, I" W. CEILING PLENUM AIR TRANSFER 865 • 12121 b'-121" LINEAR LE&$ PATTERN CONTROLLER ~ 2-SLOT, 1" W. 21121 • 315 e,'-0" LINEAR ADJUST ABLE PATTERN CONTROLLER ~ 12 11xl2u SIDEWALL ® INACTIVE SIZE TO HATCH ADJACENT SECTION ACTIVE SECTION ® INACTIVE SIZE TO MATCH ADJACENT SECTION ACTIVE SECTION COOLING TOWER SCHEDULE WATER AIR FAN OPEF< MARK MANUFACTURER MODEL CAP ENT LVG we ELEC. DATA WEIGi-iT REMARKS TONS 6PM ·F ·F .F I-IP Les. VOLT PH CY w RECOLD JT37l3121 li!>1 482 95 65 12 15> 48121 3 60 6,010 (2) &PEED MOTOR ' ADDITIONAL MANUFACTURER, eAL TIMORE AIR COIL MODEL VTLllf>-L. bate: 5/1 5/97 Job No: 5 • I 5 • 9 7 PLAN Cf.ECK SU3MTT AL 6 • 20 • 9 7 PLAN Cf.ECK RESU3MTT AL 7 -8 -9 7 13Ul.Df\lG PERMT 7-15-97 Fa< SIDS 10-20-97 FCTI REBO ' CONSULTING MECHANICAL ENGINEERS 4375 JIJfl.AND DRIVE. SUITE 100 SAN DIEGO, CA. 92117_ (619) 581-2161 FAX (619) ~81-2026 >~ r . C /?)(fr. ~ ~~ . ' '.I ....... ('_f r't-1"t HA~ I"@' or, ·c~1., 1 ' Carlsbad.City Library Cardwelt/McGra.w Architects _,i . ! ,f Arc;httecture Planning Interiors MECHANICAL SCHEDULES· 2958 1221 Seca Id Aveiu Seatlle WA 98IOI 206 622-23JI 701 B Si'eel Sen Diego C,A 92101 819 231-0751 \ l ! MARK jMANUFACTURER MODEL I 12 = lw'/. TITUS ESV-300€J \ij 12 MAX CFM M!N CFM VARIABLE AIR VOLUME TERMINAL SCHEDULE REC!'D 1-lEATING INLET l===;:::::=::::;:==;===;::==I WATER Sp CAP ENT. LVG. ENT. LVG. PD. 'IN; AIR AIR WATER WATER FT. M6J.l.F "F "F "F GFM LOCATION (FLOOR! OFER WEIGol-lT <L65J 1520 / FIRST FLOOR /,\ /" 460 e, . !:>!'J 10.0 !:>2 12 180 l!',e, 020 _ Ob 7 SECTOR A 110 \.!.) 1520 _/ FIRST FLOOR /,\ / 460 0. 5!:> 10.0 !:>2. 12 100 150 0.20 0b1 SECTOR 6 110 \..!.J /w\ 1200 / FIRST FLOOR /,\ \ 3 / TITUS ESV-3000 12 /"400 0 . 55 8b !:>2 72 100 1!:>0 020 0.57 SECTOR 6 100 \..!.J (w 4 ) l&U' / FIRST FLOOR 0 TITUS ESV-3000 14 / 120 0. 35 --------------SECTOR A 8"' 2 (0 ~00/ Fl~R~ 0 " TITUS ESV-3000 12 /" 360 0. 3!:> -----· --------SECTOR 6 00 2 (w_,_) 3200 /" FIRST FLOOR 0 .., TITUS ESV-3000 16 /leeo 0. 5!:> --------------SECTOR A '.:l0 2 REMARKS \ (v:!) TITUS ESV-3000 14 2080_ / 0. 6!:> 21. 3 !:>2 72 100 150 ei.20 l. 40 FIRST FLOOR 110 fl' ~ /600 SECTOR A v ·t-:=~+-------+---+<==--=-=-..i--+--,----1--+-+--+--+----lf-----+----+--+--------------l ' Ei0,. 325 _/ FIRST FLOOR /,\ / '\Jij TITUS ESV-300€J & / IOO 0 . 2S 2.2 !:>2 12 100 150 020 05 SECTOR c !:>!:> \.!.,J. I fill 300 _/ , FIRST ROOR . lo\ I 'C[7 TITUS ESV-300€) 6 /300 0. 30 --------------SECTOR 6 65 0_ I [m · 10Iei / · FIRST FLOOR lo\ . I \J[;7 TITUS ESV-301Z'ei 14 / 900 0. 30 ------'. --I ------SECTOR A 75 0 £il'-.. l!:>00 / :_, 1,,_,,, FIRST FLOOR r,'\ , \JD TITUS ESV-3000 12 / 465 0. !i!i lei.0 !'>2 12 180 ""' 020 0.61 SECTOR A 100 0_; ' 6 • fm 600 / ' FIRST FLOOR r,'\ '\.:87 TITUS ESV-3000 8 /" 340 e, . 40 7.4 !i2 12 180 . l!:>0 020 05ei SECTOR A 8!:> . \..!.J ;'vy\ 820 / ! FIRST FLOOR fi\ ~ TITµ& ESV-3000 10 / 2s,e, 0 . !:>!:> !:>.4 !:>2 72 180 i 150 020 !Zl.!:>0 SECTOR c 110 \.!_,I /m 1220 / SECCND FLOOFi? /,\ ~ TITUS ESV-3000 12 /" 490 0 . 55 10 . 6 !i2 12 100 15>0 0 . 3,:?1 0 . 10 SECTOR A l!Z/0 \..!.J ('j';') TITUS ESV-300€J \2 l¾ 0. 5!i 10. & !:>2 12 IUI : l!i0 0. 31 0. 10 SE~~~ 100 0 ~ 2140 / , &ECOND FLOOFi? fi\ \J§l TITUS ESv-3ooei 14 /" 640 0 . 6!:> . 13 . 8 !:>2 12 100 , 1!:>0 0 . 25 0 . '.:l2 SECTOR 6 110 \.!_,I (ii) TITUS ESV-3eiOO '.:l ½ 0 . !:>!:> II . 2 !',2 12 100 • 150 0 . 3!i 0. 1!i SE~~~ ':l0 0 ('g') TITUS E&V-3000 24xl6 ¾ 0. 6!:> 33 . !:> !i2 12 180 150 0 . 85 2 . 2!:> SE~~~ 1.W 0 ( w23 ) l'.:l'.:l0 ~ ,., . c.c. 21 . 3 SECOND FLOOR 0 TITUS-ESV-3~ 16 / 680 .., "'"' !:>2 12 1$0 l!i0 0 . 50 I . 40 SECTOR 6 110 1 (~) T1TU& ESV-3000 8 ¾ 0. 5!:> 6 . !:> 52 12 180 150 020 0. 50 SE~tr~~ 60 CD y TITUS E&V-3000 14 TITUS E&V-30$0 12 TITUS E&V-'.:>0$0 1 TITU& E5V-3000 14 TITUS ESV-3000 1 TITUS ESV-3000 TITU& E&V-3000 10 TITUS E5V-300€J TITU5 E&V-3000 10 (~) TITUS E&V-3000 1 (rt,) TITUS E&V-3000 10 /v0., TITUS ESV-300€J VY 8 (~) TITUS E&V-3000 8 Gj) TITUS ESV-3000 1525 / ~ECOND FLOOR r,'\ / 680 0 . !i!i 14 . 1 52 12 180 1&0 0 . 26 1 . 00 SECTOR 6 110 \..0 114!:> /" 12 6ECOND FLOOFi? /,\ / 625 ,Z, . !:>!:> I'.:> . !:> S2 _ 180 150 0 . 30 0 . ':l0 &ECTOR 6 100 \..!.J 315> /" 5 2 12 1,.,,, I SECOND FLOOR / 300 0 . S 6 . !:> & """ SO 0 • 20 0 . S0 &ECTOR 6 410 / SECOND FLOOFi? /" 300 0 . 4!:> 6 . !:> &2 12 180 l!:>0 0 . 30 0 . !:>0 €>ECTOR 6 1530 / ~ECOND FLOOR /" !:>41Zl 0 . io5 11 • 1 &2 12 180 15>0 0 . 30 0 . 00 SECTOR A 12 180 ¾ 0.45 4.3 !:>2 12 % 0.6& 1.8 12 ¾ 0.15 28.8 !:>2 12 180 !:>2 72 180 150 ISO 150 Ob!:> 1&0 02.0 &ECOND FLOOR &ECTOR A ~ECOND FLOOR SECTOR A SECOND FLOOR ,z, · !i!:> SECTOR A 5ECOND FLOOFi? I.$ &ECTOR A 5ECOND FLOOR O · !:>0 &ECTOR A es, 100 8!:> 8!:> '.:l0 110 !i2 12 160 l!:>(Z) 020 &ECOND FLOOR O · 50 &ECTOR A es, ¾ 0.30 !i2 12 150 % 0.25 (!)J.,Z, FIR&T FLOOR ElECTOR C FIRST FLOOR SECTOR C FIRST FLOOR SECTOR A FIRST FLOOR SECTOR A 10 0 CD CD 0 0 0 0 (i) 0 0 0 0 0 ADDITIONAL MAUFACTURERS, CARRIER, TRANE, McC!UAY, OR APPROVED EGlUAL. NOTES: 0 UNIT WITl-l &OUND TRAP MODULE AND (l! ROW 1-lEATING COIL. 0 UNIT WITH &oUND TRAP MODULE. \ \ ; . GRAVITY RELIEF VENTILATOR SCHEDULE REO'D THROAT THROAT HOOD S.P. ROOF MARK MANUFACTURER AREA SIZE SIZE CFM H20 REMARKS OPENING SQ. FT. "IN" "! N" "IN" 36"x5811 /v\ GREENHECK 9.8 28x50 42x64x 3,750 0.02 RELIEF FOR AH-3, AH-4 \ 1 / 20 HIGH. (5)TJERS HlGH. ; ffi SOx62x RELIEF FOR AH-5,AH-6 44"x56" GREENHECK 12,0 36x48 22 HIGH. 4,500 o.o:; {6)TIERS HIGH. /y\ . 38x38x INTAKE FOR AH-6 3211x32" GREEN HECK 4.0 24x24 1830 0.04 \ :; I ' · 16 HIGH. {4)TIERS HIGH. 40"x4011 /y\ GREENHECK 7.1 32x32 46x46x 2970 0.06 INTAKE FOR AH-5 \4/ 20 HIGH. (5)TIERS HIGH. 32"x56" ffi GREEN HECK 8,0 24x48 38x62x 6,840 . 0.16 INTAKE FOR AH-2 J I 20 HIGH. (5)TIERS HlGH. :;611xs8" ffi GREENHECK 9.8 28x50 42x64x 3,750 0.02 RELIEF FOR AH-3, AH-4 20 HIGH. (5)TIERS HIGH. 1411 x2 6 11 ffi GREENHECK 2.0 12x24 36x26x COMBUSTION AIR FOR WH-4 14 HIGH. ----SEE PLUMBING OWGS. ffi , 1911 DIA'.x 60 0.02 OUTSIDE AtR INT AKE FOR AH-7. 8 11x8" GREENHECK .. 0.35 8.2511 DIA. 12 11 HIGH. ' ADDITIONAL MAUFACTUl'l.ER: LOREN COOK, JENNAIR OR APPROVED EQUAL. VIBRATION ISOLATOR SCHEDULE FLEXIBLE DUCT SIZES BRANCH PIPE SIZES TYFE OF EQUIFMENT TYFE OF ISOLATOR MINIMUM DEFLECTION SIZE RANGE(CFM) f'IFE SIZE GFM RANGE COOLING TOWER &PRINC:, -&EI5MIC SERVICE 2 . {!;)" 6114' 50 TO 90 Yi II 0 TO 2 . FUMF& P-l THRJ P-!:> &FRINC:, -SEISMIC SERVICE 2 . 0 11 71f 4' '.:ll TO l!:>0 3/4.11 2. I TO 4 60ILER 4 Cl-ULLER NEOPRENE PAD& 0 . I!:>" e,11 "' l!:il TO 200 I" 4 . I TO 1 . !i . AIR 14.ANDLER Al-1-I SFRINGo -&EI5MIC &ERV-ICE I . 5u ~u 1 201 TO 280 1'/• 11 1 . 6 TO I!:> . . AIR 1-lANDLERS 5PRINC:. 1-lANG.ER& I. 5n Al-l-2 TI-IRU Al-l-1 10"♦ 281 TO 360 l½" I&. I TO 23 RETURN FAN RF-I 6PRINGo HANC.ER5 I . 5" 12" ♦ 361 TO 600 2" 23 . \ TO 4!:i . ' FAN& EF-I THRU EF-8 NEOPRENE PADEl 0 . I!:>" 14" t 601 TO '.:lOO 2 Y:, 11 4!i . 1 TO 8!:> FANS EF-I0 4 EF-11 &PRING, HANGoER& 1 • ,z,r• 16"♦ '.:lOI TO 1150 3" 8!:> . I TO 130 COMPUTER ROOM AC UNIT SCHEDULE ELECTRICAL FAN RE!-IEAT UNIT COOLINC:. OFER. MARK MANUFACTURER MODEL CFM HP MAX. WEIC.HT REMARKS VOLT& Pl-lA5E CYCLE MBH KllJ FLA M61-l AMB ENT ENT L6&. 06 u,e - ;i:r\ LIEBERT MME0I8E 615 208 I 60 115 15> .e, 4b 23b 16.6 --1S 61 l!',8 &ERVINC. PROCEe& LOAD ONL ,., \l/ ;;;;:;,-.. LlE6ERT DMC020A --208 I {,,0 1/S 92> \6h $ lS0 5ERVIN6 PROCESS LOAD ONLY. \1/ -------- \ Date: 511 5191 Job No: 2958 5 -I 5 -9 7 PLAN Cl-ECK SLBMTT AL 6-20-97 PLAN Q4ECK RESl.8MITTAL 7·8-97 BULDN:; PERM'T 7-15-97 FCT< 131DS 10-20-97 FOR RE8D r CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SWTE \00 SAN DIEGO, CA. 921 17 (619) 581-2\61 FAX (619) 581-2026 a [~p. 9-30-00 ,.J1~( °"t'.___, J:,,,,., CH A~\ \!I%:..,_. Dr C~\.\\ Carlsbad City Library Csrdwell/McGraw Architects Architecture Planning Interiors ' { MECHANICAL SCHEDULES .M3 1221 Sectind Averu Se ei!IJ: WA 701 B street San Diego CA 98101 206. 622-2311~ 92101 619 ;n-o?:51 ·. PS .. ·012092111~--;· ,, \ ' MATO-I LN= --- • : I / \ ' •@0::~.-1: . _;_ 6EE 6f-lEET Mlb FOR CONTINUATION-~ ; ;c b~=~.-~/ ----• I -- .. i ( _____ ;.. -- . i. FIRST FLOOR Sl;:CTOR A REFLECTED CEILING PLAN -MECHANICAL &CAl,.E, \/6" • l'-12>" ' ,. /" 2" ·,..-r ·1 C ® !:> 0 @) 1: j a ~I I_ 0 j ·-- I ---•-{' l 1/2 II 4 1 l (fjJ : i-----6$.E-&IJ13T-M~--F-OR. ~ COl'f11RCTATION , : H·"2" : . l 1 ' ~_, __ ...._ ___ ~~~ ·~-~~----~ f __ ,,. _;-:-.::_--~:': ·' ' ' -.-' ,:._:·! ! . -'---·•--7··~--"-l 0 0 0 0 0 © G) © © @ ® ® SHEET NOTES SEE &..EET MS FOR V.AV. eox LOCATION. SEISMIC FLEXIBLE JOINTS, SEE DETAIL 10A111. LAY-IN TYFE DIFFLISER, SEE DETAlL 81Ml8. LINEAR DIFFU8ER, SEE DETA!L 1o>IMl8. SURFACE MCIJNT DIFFU5ER SEE DETAIL SIMia. NOT USED RE!-IEAT COIL FIFING, TYPICAL, 5EE DIA6RAM 2A'1l1. vA.v. eox CONT!<OL, SEE DIAC:,RAM 21M24. FIFE PENETRATION Tl-ll'<U UJ.ALL, SEE DETAIL 121Ml8. CEILING, FIRE DAMPER, SEE DETAIL 2,1'116. FIFE ANCI-IOR, SEE DETAIL ~.1'111. FOR AIR DISTRl61JTION IN ROCM 10e> 5EE DRAWING Mli,,. FOR CEILING DIFRJSER& IIIITI-I 5FD SEE DETAIL 21Ml8. 8 C D D KEY PLAN I i Date: 5/1 5/97 Job No: 5-15-97 PLAN CHECK SU3MITrAL 6-20-97 PL.AN CHECK RESl..BMTT AL 7-8-97 13ULDNG PERMT 7-15-97 FCi< BIDS 10-20-97 Fa;> REBID CONSUL TING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO, CA. 92117 (619) 581-2161 FM. (619) 581-2026 Carlsbad City Library ; %1 Cardwell/McGraw Architects Arch~ecture Planning Interiors- FIRST FLOOR 2958 SECTOR A ' , . 1 REFLECTED CEILING PLAN M. £11 MECHANICAL .· · · ~ 1221 Second Averu S1 I 'lie WA 98101 206 ~2311 . 701 B Slreel San Diego CA 92101 619 231-0751 iF'5 0720921 I I;_, \ .. ., ~ ~ ! , • ' '' I' I '' I. t t. I-~; I. ... :If-"f" w 14 . -"'~ .=.-,,.= ' , ,_"?''? , ,I' , _.- 24><10 20xl2 18xl2 14xl2 --14xl0 12xl2 --i UF TO SECOND FLOOR 114" ~ -----oo UP TO SECOND FLOOR 1 I.~" I-IIJ5 YV 12 · l0x8 T~ "t w 1 ~-t--12"♦ ,____10"• : ,. 'J 0,d4 ~ ,··--,---. ___ ----. ---[-:- 126><8 :: '. '. •. •,. r~•~:-~=. -. ~ 'Y'"li'"--l..lo--~----~--"'!"'"'I', II !1 ·, .... -.,,. ~\ 10"- ·10"+ / FIRST FLOOR SECTOR A PLAN -MECHANICAL SCALE, 1/8" • 1'-~" ... --., .:: ~ 42xl4 --,, =---' ~ t-~l~i-__ _ ~ i---,-....,.' 26xl2 ' .. ::.r __ ·.:..;:-_ --- ;:.. I 24xll ----· 24><12 . ~ . . ' ~I ~I I I t 44x12 --28><12 , ,---J.,..----.=:.w:=•:;:;1©l:i::T:.---1"'.:::"------+-+-&EE 5141:ET M1 FOR ~ CONTINUATION (TYPICAL) 1E>xl2 l4xl2 12xl2 8'~1E>xl2 40xl4 "-® 1E>xl2 12xl2 _ 14><12 =!:= 20x12 -, -~-J __ - .; -I ---------- ! : ··~·-·-··--;----.. -•- ~ . I -;.-.,!_ -· ---➔---1·-,.__...,. __ ,~r,, 1211♦ ~ __ , ~- 20x12 32x\2 12xl2 14xl2 <~) 24x'a 1"t,TYF'. 10" 14"♦ 1"t,TYF'. l211• --;--10"t 3&12 ---·---1--= 21---i.... JSx.lf?..r~--,~ . . . 20><14 --. ' . . . ,oc·7 1> =:-r-· J ' .f J <H-------r-"I 1 I I I I I ~-L:. --➔·-~ I 22xl4 16xl4 -I : --------. -;-1-• _ _, I ;;_] I :;;;;;r,~::, : •,-i[ ~-'-2=-=':.'f! ___ -111,"!!f.!2! " ' :- 0 0 0 0 © © G) 0 ® SHEET NOTES Ol l JET UF IN eEAM u.e6 SPACE. 8"t UF TO SECOND FI.OO!C! /TYFlCAJ..J 10"xl0" UF TI-li;iiJ SEcoi,o FI.OOR. DOOR LOUYE~ FER A,-Cl-l'L DUGS. (MNn-LM 2~ 5Q. FT. Fl<EE A~AJ FLEXlSLE DUCT CONNECTION TYACA!. • &EISMIC SEFARATla-1. e~ DUCT, SEE DETAIL 41Ml8. L !NEAR DIFRJ&ER. SEE DETAIL 6/Ml8. eu&f'ENDED EQLlif'MENT 6i.JF'FOl<T, SEE DETAIL 1111'118. FOR EXACT LOCATION OF CEILINl:s DIFRJSE~ SEE MEC!-IANICAL ~FLECTED CEILING FLANS. • B < ' Date: 5115191 Job No: 5-15-97 Pl.Ml a..ECK s.BNITAL 6 -20-9 7 PLAN GECK RE:aSIIIITT AL 7 -8 -9 7 EULONG PEi™T 7-15-97 FOR 81D5 10-20-97 FOR 11EB1D -- CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO. CA. 92117 {619) 581-2161 FAX (619) 581-2026 Car1sbad Ci1y Library Cardwel/McGraw Architects . . 2958 ~ D 5 C ~ FIRST FLOOR D Architecture PlanrynQ ll)teriors ' : EYPLAN ~~A ~ K DUCTWORK PLAN- I- ,, i l I , ' ! MEa-lANICAL ~ 1221 Second Averu, S Ilk+ WA 98fOI 2011822-2311 , ----------------------------------------------------------------------------------------------------:-;:----------------------------•------.....:'----..------:-::_. ______ j7'~01!!.!!B_!Sll~e!•ll,!Sal~n~Dlego:!!!§e.!C~AL_..;921»!!!_~-~ ... ~ll~~~'~:t~~}~~ ~~~i·- -_/ --L· ' g ci ' i I --·--l _________ .J -i I 1 i f-:-=::,-1 f-,__,_-+ _-->..._P_.'""-=J_·1--',-f'- k I i I ~--~r .:-----~-:--~~:~_-:·-=-=---=:~.:::-~-.----==.=..:.-·.;::.=-.~:-_::..-=_:_~-: __ ~ ~-~ =r =-------------1=-=------------s::: ------ -' @@IJ@G~ I @@ Ii c-l--t ---_ ;.,;;;;;.---+:---J:-7 : ! ' ·~~~~⇒;;---, '6• ' ' _J:l ~ ~0 cc __j ' -• f :=]~I:@_.,____.___ I-"1 .• ~f✓-·-/:• ~/-,/-_-;L.,...-• ~---.... --· T •.• ·-• . .. -~-~ ')·~.(<./ ,,-:;(/:: ' -~ ~-:~·'.=~c-~~:p-:~~:~ -~~~@ t --~~~]~!)-t--- 1 : ,~ T 1: T :.,~•· L •••• !.,@ L ~~~\~ ~•}~ ~" ,'@~ I @&~. ;:' ' : ' ' ' ' '~ -,,_ ' :_,_,_·;;, ' ' i ' ' ; ' 1 · 1· i __,-j I , • I ! , ! , ---~------y~-~ .. Li~ ,.;,,.Lkf·Y ~--""!' : ; L . r-120 FIRST FLOOR SECTOR B PLAN -MECHANICAL SC.ALE, 1/8" = l'-0" I =it~ ~ I 0 :~~± ... ~ I ! ' I i <-- X X ' i-·c r ~ r .,_,, I i ' L C 180 I ,_ --L ---- [ ---__ , - I :" --.. --------! 0 0 0 0 ® 0 0 0 ® @ ® ® ® @ ® ® @ ® SHEET NOTES _ &EE &HEET MS FOR V.Av. ElOX LOCATION. &EE 61-!EET Ml FOR V A.V. ElOX LOCA TfON. NOT U5ED. 31-4" 1-iWS I I-UR PIPING UP TO &ECOND FLOOR PIPE PENETRATION TI-IRU WALL, SEE DETAIL 12.t116. LINEAR SUPPLY DIFfU6EF<S MOUNTING IN SCFFIT WALL !'ACE. LINEAR DIFR.leER, &EE DETAIL E,,t1l0-. NOT USED. UNDERCUT DOOR.5 TYPICAL GYPSL.11 ElOAl'<D LINED AIR TRANSFER WALL OPENING AElOYE CEL ING. SIZE AS SI-IOUN ON PLAN. CELINC. RETUFa-1 AIR ~ER GRILLE WITl-l L !NED DUCT 60CT ABOVE CEILINC,. PIPE ANCI-IOR, SEE DETAIL '3,t117, '«" COPPER OYEl<fLOW LINES FRCM AIR HANDLER COOLING COILS. TEF<MINATE I" ElELOW CEILING. f'f<OVIDE CEILING E5CUTCI-IEON&, CCNOEN5ATE REMOVAL A.IMPS PIOIP1 AT AIR HANDLER ENCLOSURE. SEE PARTIAL PLAN 3.t120. '11" COPPER Pl.IMP Dl5Cl-lARC.E. lv," COPPER CCNDENSATE DRAIN LINE AElOYE CEILINC:s. TEF<MINATE 1111" CONDENSATE DRAIN OYER &ERVICE SINK Rfl-lEAT COIL FIFING TYPICAL, SEE DIAGRA'"l 21Ml1. VAY. eox CONTROL, &EE DIAGIRAM ,-t12-4. A '---C-□ D KEY PLAN Date: 511 5197 ' Job No: 2958 5-15-97 PLAN CI-EO< SLBMITTAL 6-20-97 PLAN CI-EO< RES.BlvVTTAL 7-8-97 BULDNG PB'MT 7-15-97 Fa< BOS 10-20-97 FOR REBID ENGINEERS CONSULnNG MECHANICAL ENGINEERS 4375 JUTlAND DRIVE, SUITE 100 SAN DIEGO, CA. 92117 (619) sa1-21s1 rAJ< (619) sa1-202s ' --0 -HA\\\,:_,"<- OF c~1_\\ Carlsbad Cify Library ,- Cardwell/McGraw Architects Architecture Plai)ning lpteriors FIRST FLOOR _ SECTOR B -_--._ · REFLECTED CELING PLAN MECHANICAL - 98101 206'622-~ \ \ ' \ 1221 Ss:o,1d AV81'1J8 S1 iUe WA 701 D Slreet San Diego CA 92101 619 231--0751 _ /,1. PSI 01209-z 1 1 tea = _,c-~·· • ~I ~s ii l 7 ' I I ' 11 Mle 'fPICAL I t --," ' ---------·-----·---------~----------------~ ___ :_ -___ j:;:. ____ . --?-_:.::~:.:·=-~'.' --+""-=~="'---t-- I I I I ,28xl2 10"• 12xl2 14xl2 ~ 14xl2 ·-' 0.....,,. TYP. !14x8"{=:;== :22xl4 '16xl4 \ , • .; T •• , 14xl2 ,: ·! : I, "-' I6xl2 711 t TYP. -+--- I4xl2 \_ I2xl2 --r 18xl4-. lt>xl2-,'?~~ 2 M20 ' 10"♦!TrP. 18xl2 1 l2x12 8"t TrP. vv-3 -,-ctr ---B"• rrp_ 14xl2 r12"• TrP. _,.,.,-., I4xl 1211 t i .·:,, I ' -, '' -~ =-.:c..::_ _ _.., I0"♦--l FIRST FLOOR SECTOR B PLAN MECHANICAL SCALE, 1/8" • l'-0" ~--i --! if--~ ~ C 3 M20 , _ •• --,/ -f ' ~-:..--1 /" ·,~,-44.•--1-·t -1,'-y·-+-· -------, ~ :14.;;,,l,. __ ;..,._ / 314" 1-1W5 I O{l I 3/4" 1-1UJR _; l ____ 4s~-_ ~13_:_ I I l+-1---( 4 --+>J I I2x8 - 30xl,____-I -0-"t 28xl0· 314" i-1\1..f< \ .lQO 24xl<Z> 12xl<Zl 8" 314" ..WS 8" I I I I I _J .. : : : i _).j 38xl3 20xl0+"-V l8xl0~~..,. 14x10-+-f----l 24xl0 +--I 12 1141 -~-I---< 10xl0 20xl0 I6xl0 8"t TYP.\ 12xl0 r :.+ i _,_ i i•1,f" I 8"~ j: TYF. ,- 1· I .©AH-4 40x20 UP TO ROOF "-·-·; ·-· . ~;- "" "~ 18x4, rrp. l!:>x4, n-F. '"--, •;. ---~! __ ----·~·•-~--,-•-· __ ------------8"t I'• r' ----·-. ---i --,_ -_J~-: -. ---~~cc' ---~'l----:·-----·~~:S.:· --------.. --.-·-::__·_-_----{' --I -·-··------~- 8"♦ UP TYP.x3 --:··L ______ .. __ --~cc·----_·-··-.. _~ __ ..:_ ---·. ··7·•--.,.·::·.-: ' I ·.-1 - MATO-l LN: --- 0 0 0 0 0 0 G) 0 ® @ SHEET NOTES CEILlt-1:!i RETUl'oN AIR PLENUM RELIEF. 40"x20" RELll:f DUCT WI 6ARCMETRIC DAMPER <!$"xii" PLENUM RETURN DUCT 600T. 98"xll" PLENUM RETUF<N DUCT 60DY. 8"• EXl-lAI.IST UP. 5EE &1-lEET M10. RETUl<N AIR PLENUM ENCLO5Ui'<E WALL A60YE CEILINC; PEF-1 ARCl-t Dui:.5. 6RANCl-l DUCT, SEE DETAIL 41M18. DUCT MOUNTED REl-lEAT CCIL, &EE DETAIL 2A117. NOT USED. CEILlt-1:!i SPACE (NORTl-l OF Tl-llS LINE) IS USED A5 A RETURN AIR PLENUM. SEE NOTE 0 ABOVE. ' TYPICAL AIR TR,/,NS!'ER WALL OPENING A60VE CEILlt-lG. &IZE A& &I-ICllN CN &f.!EET M6 PLAN. FOR EXACT LOCATION OF CEILING Dl!'FUSERS SEE MECl-lANICAL REFLECTED CEILING PLAN&. A ~C-□D KEY PLAN Date: 5/15197 Job No: 2958 5-15-97 P..AN a-ea< 51.BMTTA!. 6-20-97 PLAN Cl--lECK RESU31v'lTT Al. 7-8-97 BIJLDl'.G P!'RMT 7-15-97 FOR BIDS 10-20-97 FOR REBID SEVIER ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTlAND DRIVE, SUITE 100 SAN DIEGO, CA. 92117 (619) 581-2161 FAX (619) 581-2026 Carlsbad City Library Cardwell/McGraw Architects Architecture Planning l~teriors j FIRST FLOOR SECTOR B DUClWOAK PLAN MECHANICAL .1221 Sacoud A\lenllt Saatlle WA ?QI B Sir eel Sen Diego CA f 98101 206 622-2311 _, __ 9210! 619 231-0751 FS ono9z n , 5 _, ' ' \ \ \ ( ..,_; • ... . I I ' ,, rl I !i..·.·--..:; -• -- ' ,.a· .. ,.-.· :;·;:··~-·I .. : ,-/'_-·: . -_---____ ::. __ :._-·:.1:--,-,f. __ : ·;.' .. --·· . ,____, L i~f--::; '". , ·: -.. -. ·l· ,, 1, ~1 · i -.,_• 2½n ~ , I½:' ' : '!1/_, i •'-i're--f I • ,! •1 . ------·--·---·---··--.... -·----------< _-------_-.,,------- .' ' .. -~.......... -.. I '. 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I I 1- r .._,J ~--·~--i • = • ---~r. __ F ___ <:-:-; .. tgr'. j ·r --":--,: -----.::~-;j:-----··---· ---·-·~·--~··-.::· '-'. ,., .-, 1 _, ·-' < • : ' -+ -~ ' -. --~='::a:1 ., '' • • ....__.,, t ~ -. --· ' .• ., ' ; 0 ----____ • ...,J I ------• --" ._.::-,_;:.;-_L,. •! ----------·~-~---'---··-------·-------------..... ----·------------- ' ' ' - ' ,,_ _____ ---- ', T-~+..,._.,..-_. ,._..,, ----2. • : t"F-""-:' , I !·I ! ; ' I· ----•r --------·-• --- !;;-~ •• -:,:-.... :-·,------.-: - I I I I ·-----..... ··-· --·--··-·--· ·----· -··-•-J ._ --j-_. -·r· I ' ,------------r __ ,..,_ ·---• ----------·T I -I .. ---· ----··--· >: ., --··. ··-------··--L'·--:~------· --·----·., _· -,. -----·-·----.. -· ·' , , ·-·---·-------·· ------. -·· -. -... ·-· ,·-·- ' .---· , __ , ~ f ·~ ,,· C ~' ,._ '-• -· I ' . --·' ' .,....-----., I .! " ; I -i I~ gl -.-----· i1 FIRST FLOOR SECTOR p PLAN -MECHANICAL &CALE: 1/8" ■ 1'-0" 0 0 0 0 © 0 G) 0 SHEET NOTES SEE 51£ET M~ FOR VAY. eox LOCATION. eeE 51£ET M'll FOR VAY. eox LOCATION . LAY-IN Tl'PE DIFRJ!IER, 51:1: DETAIL 8/Ml&. LIIE~ DIFl'\l!EFI, SEE! DETAIL 511'11&. WALL MOIJ'ITED LIIE~ DffiJS!:R SEE PARTIAL FLAN OF EQUil"MENT SPACE ON SHEET M'3. NOT USED. NOT USED. REHEAT COIL PIPING, SEE DIAGiAAM 2A111. VAY eox CONTROL, SEE DIAGiF!AM 2/11l4. SUSPENDED EQlllFMENT $.Ji'PORT, eee DETAIL 1111'118. CEILING FIRE D;IIM?ER, !iEE DETAIL 2,MIS. eEISMIC FLEXIBLE JOINT, &EE DETAIL 1ei1Ml1. A B D KEY PLAN . Date: 5/15/97 Job No: 5 -I 5 • 9 7 PLAN CHECK SLE!MTT AL 6 • 20 • 9 7 PLAN CHECK i.e9 0MTT AL 7 • 8 • 9 7 BLLDNG PERMT 7-15-97 FOlc BIDS 10-20-97 FO< l<EEIO CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE. SUITE 1 00 SAN DIEGO, CA 92117 (619) 581-2161 FAX (619) 581-2026 Carlsbad City Library Cardwell/McGraw Arcoitects > Architecture P181'11'li"Q Interiors r ' , FfiSTFLOOR 2958 SECTOR C · '.: ·-' ~..fc!Lf.JG PLAN' MIS ~ Sa=cnd Awn» Ss re WA 70! B BIi Nt Sen Diego CA , 98IOI 206 822-2311 92101 819 23HJ761 M 0120t'I t 1·t5 \ \ I "' "' ~ "' .'.:> le C, / ~ "" N / .;; • ~ 6 • ,._ "' "' ' "" ' 0 - ,/ I I , I I I I fv'A TCI-I LN: -- - &EE &I-IEET M5 FOR-- ~Tlr-lJATI~ (TYl'"ICAL.i\ I ! 26xl2---t ~ ----------. -.. ----= -----·· ~,.. . ------ ' I 24xl&~ ·24xlf> --+-----1 ' ' ' . ?" - 36Kl2.-r,"c. '~. 1----,,--,it,- ' ' ' ,J ...... i ' '. ! --+----- ' ' ' ' . -24xlb 24xl2 T "I . I FIRST FLOOR SECTOR C PLAN -MECHANICAL 8CALE, 1/8" • 1'-0" } -, __ , r - : I I . ' '._,.i_- ' . i ., L 22xl2 l6xl2 . -------: -_-:-,-_ \:· ,,4•• ,. ' Ai-i-1 r i·•··• --' ( SEE 11 Ml& TYPICAL --. 14"~ j: 1211• w-»&J-""T'""....e..---, ---,,...__ "" -~ ~ .. I ' ·r ......_ 1 ...,_ " j I l 1 I ' ' ; l ' ,--.. , 14>t14 .. -"J-, -- ' .... J ; ~ 14xl4 ' ' I I I J 1211 • ' ' ' r_-1 • i i 1-,1-,-.,._12xi2 ,. l 26x16t-i f ' . ' IA_,..•~" l i I, ' l-++tt,-,811♦ j' ,, ' ---------__ ,L. ~---- ) . . ' ,·) I I I I I I. I I ·r I 0 0 0 0 0 0 SHEET NOTES EXHAUST DUCT UP TO EF-4 FLEXIBLE CONNECTION • SEISMIC SEPARATION JOINT (TYPICAL). &EE DETAIL 13A'111. NOT USED. DUCT MOUNTED ~HE:AT COIL, &EE DETAIL 211'111, VAY. eox. SEE DETAIL 1411'1n. WALL MOUNTED LNEAR SUPPLY DlffU&ER BOTTOM GF DIFFtJeER 10'-0' N'F. A D B D ( \ KEY PLAN ·oate: 5115/97 Job No: 5 -I 5 -9 7 R-.6N 0--ECK SU3MITT AL 6-20-9 7 R-.oN CI-IECK i<ESI..SMITTAL 7 -S -9 7 l3ULDIIIG 1'8<"111' 7-15-97 FOR EIIDS 10-20-97 FOR 11830 SEVIER ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO, CA. 92117 (619) 581-2161 FAX (619) 581-2026 Carlsbad City Library. __ CardwelVMcGraw Architects ' 2958 Architecture Planning Heriors FIRST FLOOR SECTORC DUCTWORK PLAN ' · ~ /410. MECHANICAL , U~ll~ 1221 Second Aw Seldlle WA .118101 208 622-,2311 \ 70I a Stt I al Sin Dlago CA 92101 , '819 231-0751 PSI 012092 I f Uli • ., ---: ( ' I 0 "' ill "' ;::i- jil _9. ill "' N / w • ~ • " "' "' ' .. ' 0 . l I . I r· ' ' . ! ,,.\ -····· -·-1-,. . I: I \ C ', 1-,..;c.,,4---1'---iJ .. -~- ' , , I I I I 1 ,1 I I \ ' 'j '-·-,---- ' , -· .t : I -.,_ -'' ---~ .. xx l -... _: _________ L __ t ... ·-_:_ .. ~~~.~ .. -·'-·=-'r.',i-:=~ "' ' . . I ... ,., ·c_d ~~: ------_=:-~ t _:-.. . . ' ' I _ __,. ---_, ---------------~--,-- ' ' _, ; ..L,. I ' - FIRST FLOOR SECTOR D PLAN -MECHANICAL &CALE, I/&" = 1'-0" ) T _, ' -·--J' -------. ' I ' \ --------·----- , ,• . --.. -. ··------·--...... :, --------------... ----- ' ' ' . ' l . . ' ' ·, -- ·-- ! ' . ' . ' i ' I : I I ' ' I ' ---------- -------. -. ---=------ --------------------------------------------·--- '· ._ -l\ ,. ',} '· ' ' I • (i) 0 0 0 © SHEET NOTES REFER TO IIEIE!MIC FLEXleLE JOINTS, SEE DETAjL lr.?"1'111. LINEAR DIFFUeE~ 59: DETAIL 611'118. 5URFACE MOUNTED CEILING DIR'LISER, SEE DETAIL &11'118. l'<EI.IEF AIR GRILLE ACTIVE FORTla. OF LINEAR RETIJF<N l'°P,OVIDE6 AIR TRAN!lGER TO Fa'1 1&4 FOR RELIEFIEX14.WST MAKE-LP. FPIOYIDE 1!11.AN<:-OFF • DUCT PLENUM 5EFARATION TO l&OLATE FROM DUCTED RETURN !ECTION. FLEXIBLE DUCT CONNECTION AT &EleMIC SEPARATION JOINT. AIR TRANeFER DUCT. RE~AT COIL, SEE DETAIi.. 81M11. REMEAT COIi.. FIFING!, SEE DIAGRAM 21M11. VAY. CONTll!OL DIAGRAM, SEE DETAIL I.M24. A B KEV FLAN Date: 5/15197 Job No: 5-15-97 A.AN a-ECK SJ:IMT'fAL 6·20-97 A.AN 0-ECK RESl..8l,/jTT AL 7·8-97 8..!LDNG PEl<MT 7-15-97 FOR BIDS 10-20-97 FOR li!EBIJ CONSULTING MECHANICAL ENGINEERS 4J75 JUTLAND DRIVE, sum: 100 SAN DIEGO, CA. 92117 (619) 581-21B1 FAX (619) 581-2026 C8rJsbad City Library Cardwel/McG.-aw Arohitee18 / Architect1.re Pfamir'Q 1nteriors ✓ F1RSI R.OOR , 2958 SECTOR D .• · . REFLEClED CEILt.JG Pt:ANlli. /41"'!1'/AD MECHANCAL ' U'WU,U.U 1221 S1ccnd AW; S111t1a WA 98101 208122-2311 701 B SI: wt Sin r»Jgo CA . 92101 t!19 231-0751 PSI 0120912 I t ! !5~ \ . ' ' I ', • i'-'. '.,,l "l.-~ 1--------------------------~---___ ...,:_ ________________________________ -____________ ;__ ___________________________ ~_ Date= 5/1 5197 Job No: 2958 ' • N SEE ENI.AA6ED FLAN 2 : ON 61-lEET M20, DETAIL M2 --------,_ -----4 --=--... ---.-., ,- 1 1,, , ' I V. 12 , i! -~ --3'fd2 I l6x1 ; 1 '!l'!t r" , I I : . 2-!1><14' --aft• i ' 36xl -_ I 1 ·-_ --i----ii-+ .... Ml-c-1-1 --14 -,-: ;_; :'/~ :· :_~_: :;~~,:~: :~=,i:c-~;~_:_::-,_, :--0 . r-·-~·-: --- 1-~ ·© . --. ' IE>xl6 LIP TOHF++-:::~=-------,~ ' ---' ----, ' 1--. ' . ' ' ...... _,' --,. :.-..i ; ' -_,, I -,, ----,1 ~---J ,, ' ,- --: --.. '' . 'I ·t ~- i----'-14"• ._,_ ----------J • - :_-t:J~,t:;~~_::.__22xl6 ~lt--f-12"• 1&<10 'ii"♦ rrp. I-.IH---,..' -IE>xl0 lrlf-....,...14><6 ·---------,--~------------------·---------·, 1) 0 :.:--· --• ·--·--·e,''tfi'P.x6 ---------··r I I " " , I "-,,~ ,. ' .... ,.. ___ -·--------------~- ✓ -_-, ' l :--. , . ' " ' FIRST FLOOR SECTOf! D PLAN -MECHANICAL SCALE: 1/8" • l'-cZ)" ' 'a"• TYP. x 6 ----········------------------. ---. -------- ' -~ -~-~ ~=~ ~~-: :--------1 ,-,-. .-... • I ---t: __ ..,. ----------------------- ---------' ,' C . ' ,--' " ,· j -- 0 0 0 0 SHEET NOTES EoAR)METRIC F<ELIEF DAl"FEF<:. LNEAA Dll'l'IJeER, SEE DETAIL 6A"ll8, FLE.X16LE. DUCT c:oNNECTICtl TYPICAL AT SEl5HIC $PARA Tletl JOINT. EIRANCI-I DUCT, eee PET AIL 411118. A B C KEY PLAN 5 -I 5 -9 7 PLl'N Cl-ECK SU31,/1TT AL 6-20-97 PLAN 0-<ECK l<ESUlMITTAL 7 -8 -9 7 EIUILONG ~MIT 10-20-97 FOR >EBO ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN D!EGO, CA. 92117 (619) 581-2161 FAX (619) 581-2026 Carlscad City Library Cardwell/McGraw Architects Architecture Plami,Q lnteriqrs FIRST FLOOR_ •' SECTOR D DUCTWORK PLAN MECHANICAL , ' I 1221 Second A-91altle WA 70I B SIi 611 San Diego CA ~ 208 822-2311 92101 SKI 23J::0,51 PSI 0120'2'111& \ ,-, .,_,. -.., I I • "-' ;:: • .,. - -----.- -- ' '' ------·-= - -::1 FF 485 1----.. --■ ---1--· ··r···· 17 ' J t-' I I : ,. -'-j'--'----1..- 1...----,---- I"- _, --- ~" I -' ,, ' ------ -(is) I --\ I I.ii \ I ' -=---= ~~-? ------c:®). (~ I r 4312) m;i,+ ~~ _, ~, --\ --lill -111 _. I • f , ., •· .._ ' ' . ' I ' I , ............. _.1 • f -- ' • I ' ' . I I , t 1.ir"-'.Y~- .L'LJ ~ l e © ANCI-IOR\ ~ \ (~) .. \ lhi!E, I : \. I ' I " ' I I I =· = I I I -·; J i::::::::a r ==::a i::::=::11 ==-f I ' . I' ' ' ' ' . ' : ', ' ' ' f -1 ' -"1 ---1 1 ---T --,J. , I l ---l---.---T· ------ ', ~ T'l'P >< 13 LOCATED ?'-"' • CLEFi!&To,;rr ~ WINOOUJa!LL. -- ' ,, I' -• ' .L ------r--- •1' '.I, IL-' -..... - ' ' I ' ,, ' ' ' I •' I ' . ' ' ' '· ., (4i@T'l'P." ii!> LOCATED Ah,( IE,12) • TOP a-aooKCASE ENCL06URE ' ' ' -I ---• . ' . I • -• ---------I jT " ' SECOND FLOOR SECTOR A PLAN -MECHANICAL SCALE: l/6" = 1'-0" r;- '--" I" 1•t i ; ' ' ,, I ' -, ' I I .I , " 6 1612) -~ I I I -' . ' I I I I I I I l --' r &EE $1-!EET M 4 : FOR c,:i-iTINUATION ' ' t • --··t-. -· -- r----L-__ ... ------- -' ,. .J::.. __ - ·' . ' :, ---I . ' ' ' ,, --I -- I 0 0 0 0 © © G) SHEET NOTES I V4" 1-1115 I 1-iJ.!<i DOIU>I TO Fll<ST FLOOR F!EFEFii TO SI-EET Ml3 F()f'!: DUCT FiileEFii LOCATla-lS CEILIG. eMOKE.f'IF!E DAMFEF!. SEE PET AIL 2.MI& SEE SMEET Ml3 FOR VAY eo>< LOCATla-1 DOOR LOJYEFii 6-'l' a.EN CGNTR. !MINIMI.M I S SQ. FT Fl'<EE AREA) FIFE ANCHOF!, see DETAIL '311'111 F!EH!:AT COIL PIPING TYPICAL SEE DIMRAM 2.Mn VAY e,o,< CONTROL, $EE DIA6~ 2"124 . /'. . , , , ,. ,, ,, '/,-' / • ,,, ·.", ✓/••,1 . , ,. , , , .:A / B , ,, ~ T""/,;✓ // . '/ ,11,, ~ ,,; ,.1,,, / I'/'' , , . I . , r- . D ~ -. t" 1_ • V:EY' PLAN Date: s,15191 Job No: 5 • I 5 91 PLAN Cl-ECK SLBIJffT AL 6-20· 9 7 PLAN O.£CK l<ES.Bi~AI. - 7·8-97 BIJLONG. ~ 1-15-97 FO< ~cs 10-20-97 FO< REl31D SEVIER ENGINEERS CC•N5ULTING MEC'H~NIC~L ENGINEERS 4375 JLJTLANO ORfVE SUITE 100 SJIN DIEGO r,-9~ 11"' \6191 5B1-~16f F"-' 1819/ 581-20c6 Csrlabad City Library Cardwell/McGraw Arclit:ects 2958 Architectl.re Plamii],1 Interiors SECOND FLOOR , ·. , SECTORA · ·,' REFLECTED CEILING PLAN M"il if] ~HANICAL U~ 1221 S1c0nd AYell.ll 911 ■1 ~A 11111)1 206 8.22-2311 701 B Sbwl Sin Diegl) t:A a2IDI 819 231-cmll P9 012092111& .,, "' ~ "' i, C· _... ~ "' N _... "' • "' N -• ,._ g: ' ,. ' 0 - , --· ... .. ' . -, ,- I ,.__ - --- . ' . ' , I I i" .. _,, l ' I --~-. -----.~ ·---.. 11-------. _J!"j . -~ i~ I,, 1 · '' ' 26xi4. ,· I -:.: -i=--=----4· --=--= -------i -----~------ I I I I SECOND FLOOR SECTOR A PLAN -MECHANICAL &CALE, 1/8" • I' -IZI" 8"t <T'Y'P.x3J ' 28o<l2 22xl4 > 18o<l4 > ~ s-10"tl---l ~ru t 18o<4 6H• .. ll•-'911. ="'== ="'== 24,d2 ' S2xl7 64xl8 I '· I ~ I I I I I I I --r--Ht-ll"t 11"• 16xll • I I --· -- 45-16 \_ SEE 51-EET Ml& FOR CONTIUATION 11'l'PICAI.J --r·,_ ------ + 46x1! = ----. -....... -------------. . ---' -· ---------------------------------··t . -----------. . ---. =---., -,----------- T 18x4 UP (TYPICAL x 13J ' . ' 1 I I I -. ~ --. ----------·-'----'"" -,-=--_-• .ee-.::-=._ ·---'--' • ,..c.-,-------------· ------------------_ _. __ -_._ .. J -- 0 0 0 0 © © G) © 0 ® © SHEET NOTES OUCTIUO!<K DCIIN IN 81::iAl'T WITI-1 nJRNING VANES. /TYPICAL/ NOTLISEP. 36 ''x11" D0U.N l6'1.xle11 OOII.N -, ' -,I ll!)"x3 11-4" UP TO EXHAlleT FaOOf' CAP. PROVIDE 10"x!"COMBU8TION AIR DUCTS /l/tll2" BELOW CEILING AND (1Jel2" ABOVE R..OOFi?. SEE PLUMSINC. Pl.ANS. EXTE:ND C<:ll'e.J5TION AIR DUCTS UP TO CO!"MON Roa= VENTILATOR@ REFER TO DETAIL 211124 CONTl'<OL DIAGRAM. REFER TO DETAILS 14A'111 4 IIIMIB. NOT 1.15ED. REFRIGERANT LINES UP THfil.l ROOF TO~ AND DOWN TO ~ IN COl"f'UTER ~E DETAIL IIMI~ B ~c~ D '-------'D KEY PLAN Date: 5115191 Job No: 5 -I ~ -9 7 PLAN 0-IECK SU3r.lTT Ai. 6 -20-9 7 FLAN CIECI< RE9 EMTT AL 7-8-97 8ULDH\G PERMIT 1-15-97 FOR aos 10-20-97 FOR l<EBID CONSULTING MECHANICAL ENGINEERS 4375 JIIT!AND DRIVE, SUITE 100 SAN DIEGO, CA. 92117 (619) 51!1-2161 FAX (619) 581-2026 E SS1 .,.;~. <'.: ~-- ~ --.. /j A~ I "oe"" CAl. \< Carlsbad City Library • "' "" Cardwel/McGraw Architects 2958 Architecture PlannirQ Interiors .-.• SECotO FLOOR , SECTOR A DUCTWORK PLAN MECHANCAL 1221 SI COILd Avena SerHle WA 70I B 911 oet Dan Olllgc, CA • 9l!10I 208 ~2311 92IOI 81lt 231-0751 PS 0720'2'1 I ~S , } ;.. 5EE SHEET Ml2 F~ Ca-lTINLIATION-· · ··· -... ......... \ -------------J ---------, C: •. -~------··---------' ~---r-· I ' -·------ -· --., -----.• -____ I -~-----------------., ---------------.,J .j ...... '' ·.-.·-• -·-· ------•• •,c ____ _ ii I I I __ , I ! , II :, -~= . I ' . --T-.... -f----·-· -+-- . ' ----· ! I !: ~~9 i SECOND FLOOR SECTOR B PLAN -MECHANICAL SCALE, lie" = l'-0" (TYP. x 4) . - 1 ----I ---• .I C / -. , ' le I J ,_,- -, 1 ---I ee e , 205 ---... / ---------,,1 / • I :. -----L .· , -----'I. ---· 1 0 0 0 SHEET NOTES SEE SHEET MlS FOR YAV, eox LOCATION. l'<El-lEAT COIL PIPING. TYPICAL. 51:E DI~ 21Mll. VAY, eox CONTil!OL, eEE Dlc.RAM 21M24. 3/4' -.nll&li;! DOUN. A C □~D KEY PLAN Date: 5, 1 5/9 7 Job No: 5 • 15 • 97 PLAN Cl-ECK SLeMTrAL 6-20·97 PLAN Qa)K i<ES.BMTTAL 7 -8 -9 7 BULDNG PE1<MT 7-15-97 FOR BOS 10-20-97 FOR ~D CONSULTING MECHANICAL ENGINEERS 4375 JUT~O DRIVE. SUITE 100 SAN DIEGO, CA. 92117 2958 (619) 581-2161 • FAX (619) 561-2026 ESS,. ... ,, ... ~ k A II I"~ C~\. I I Carlsbad City Llbr"aa Cardwel/McGraw Architects Architecture Planni!J3 Interiors ; .F ! SECOND FLOOR. SECTORS, FER.ECTED CEILJiG PLAN ~ h11 /41 MECHANICAL u~u. u ~ 122\SeccmAwS, INaWA 701 B Sil NI Sin [!IQO CA 98101 206 62M3l1 92101 619 .231-ofisl Pel 07209111 ti • • • I I I f • I SEE 51-lEET Ml3 l . . ~ FOR CONTINUATION &2x11 -\ [ (TYPICAL.)-----------~ •...+......;:::W;:;·:::1'~1ffl~------=:---l..---~----------, --------· Im. , r20xl4 © TYP 7 ~ &"• (TYP. x 6) . "' .. 10"• --, ' J _....,\. L,ex14 Lnx12 l4xl2-! . -24x14 . 11211 10"t : ' i. .I-: , ----,_ {D W-23 I I -7"•- . • ---j : .... ·..,_ .. _____ ,.. 4hxl& . 22xl2 .J '-42xl& 4,4,c14 3&xl& 36xl4 34,cl:,• ' 37)(14 ---' --'-: 1-l-...... - 32x\◄\ 2&xl4 28"14 21xl2 _., -, ~=--i-·=:j-=-1 -t-..:, ·1·-~·::-·.i: _c·, c-·-.· . __ -_-c·· -,4-c __ :,-·=·--.~ ··.c_·;::+·· .--:::-··.-.. ·:-•:--.7~·~-·· , l&x6 (TYP. x 1) 20x4 UP (TYP. x 13): -:::;;,_ "r ~ I I I I . :. cC.t·•-~--~ _, I ' -------=-.! ~.----__ , -::--;.-. I -.!=-- ' ~ i : • I ' •-. i.t,--t- ' ' ' ~:a: 1 ·---• -,.,r-I ---~~t-- 1-, 21xl2 '22xl0 I ---:= -~-__ __,.___ '. t ' ' I . --. r~ - .. ' 16x1 C J vv-22 cr,, -------_J-__:_ .. . . -. i:p 'i:;:i 0- . ' . . • I ' ~, r-: I ' -~t' I --' ',~-- ' "'' I I , , I ': 12"♦ -,.=.I ' I ' -. I ' J fW\ 22x12 \ 26 I 14xl0 22><10 1,, ' 1-.. ,--'1--re,t~♦ ,-,'-'---++ ...... -r.'~' ~-; M rl~-:;',i :+- w-2& 11xl2 --!f----+---t 12"♦\ 10''•+---I a.u, ii......r l&xl0 '-<1--i---"--. l ' 16xl0 _,___ __ ., ' -. -. 12"• rJ."♦J , .. $1 911. , .... 13x1 "", .. _ -j ... ,_-:.:!= 111ti l21J• w-,& T I ' 91•· ' q:::~--~. ~--- -,t---i I ,.':.~ ~ 8llf I --' ' ' ' . , , . t : . -_. . L .· ~1·-.--·~·-··-'-·-·-·-!'"···--·--· ..... · ...... ···-------··---- m;.t' .. 1 _ _;: ____ --"-. '.. -.: ___ · ---: . -~ . I ·---·----------~----- ' I SECOND FLOOR SECTOR B PLAN -MECHANICAL L ------ • 0 0 0 0 ® © SHEET NOTES 40"x20" i;!ELIEF DUCT DOIJ.N TO FIRST FLOOR F<:ETU~ AIR PLENUM 5PACE. ~"x2&" UP TO Y-1 0. ROCf. 50"x28" UP TO Y-6 ROOF. 14"x':l" EXI-IAU5T 0011.N. 6ELLMOUTl-l ENTRY FITTNG Rl:FEF<: TO DETAILS • A C KEY P~N Date: 5/1 5197 Job No: 5· 15-97 A.AN CI--EO:: SLB\llTT AL 6-20-97 A.AN CI--EO:: ~TTAL 7-8-97 aJLDN, R:l<MT 7-15-97 FOR EADS 10-20-97 FOR l<EBID 2958 I l \ I \ \ CONSULTING I.IECKANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE ! 00 SAJ\I DIEGO. CA 92117 (61g) 5B1-2161 FAX (619) 58!-2026 I Carlsbad City Lb-ary Cardwell/McGraw Arcntects Architecture Planni'q Interiors SECOND FLOOR SECTORS DUCTWORK PLAN MECHANICAL 122t S11ccr.d A\WUI SI 11111 WA 98101 206 822-23t1 7CJI B Sb ..et San DlegG CA 921>1 819 231-0751 RI 07t0921Jll5 ' • ELECTRICAL PANEL 4" L__ +----AIR SEPARATOR SERVICE I / -,- ! : ' ' ' IIZI PARTIAL RETURN DUCT PLAN AT BASE OF RISERS '-SCALE. 1/4" • l'-0" / \ / \ ~ POURED CCNCRETE SHEET NOTES 11--:." HllJS 4 !-IUJR UP TO &ECOND FLOOR CEILING. SPACE. 3/4" REFRIGERANT RELIEF PIPING. l!--2" REFRIGERA.NT RELIEF UP THRU ROOF. 4" HIGH CONCRETE PAD PER STRUCTURAL DRAWINGS. Yl6RATION ISOLATOR BASE SEE DETAIL ll!MI7. NEOPRENE PAD SEE DETAIL I2!Ml7. EXPANSION TANK SEE DETAIL l&!Ml1 t l!MlS. COOLING TOWER &uPPOFi:T FER AF<:C!-IITECTURAL DRAWINGS. VIBRAT!ON ISOLATOF<: &EE DETAIL 311'1\1 PF<:OVIDE LOW POINT DRAIN VALVES (TYPICAL). SMOKE DETECTOR. $EE PET AIL 81M2&. DOOR LOUVER (MIN 2 . 2& SQ FT. FREE AREA! $EE ARCHITECTURAL DRAWINGS REFER TO DETAIL 2!M2& CONTROL DIAGRAM REFER TO DETAIL l!M24 CONTROL DIAGRAM. REFER TO DETAIL 111'124 CONTROL DIAGRAM REFER TO DETAIL ~,t1l1 SIMILAR WALL LOUVER (MIN. 2 . 0 €,Q FT. FREE AREA). ,,.....-Hll~=-;:~~===~~::~;;;;;;;~~;;===±~UJR~(i;~-- --------;;;t':;;;;;;3;;;" ;;;;;;;;;;;!:~1/ Hll.l5 m'~-101 I l-lUJ5 --~-s:: __ :::_;:;o __ -----+;:Ot, ===="---,-,-,----------------FO_O_T_lr-.::; ___ _.,_,,, \ ' / ) THli<U5T ElLOCK 'TYPICAL! / FACE OF ElLCCK !:>'·O"x2'·'3" 2!;00 P51 CCNCRETE EXTEND 24"xl2" INTAKE DUCT Dou.N. TERMINATE 18" A60VE FINl&!-1 FLOOR LINE. PROVIDE ANGLE FRAMING WIT!-1 GALY. WIRE ME51-! SCREEN WITH INTERMIDIATE SUPPORT FRAMING. DDC CONTROL PANELS. i-lOT WATER HEATING EXP/INSION TANK ,,--1 :-...,_ WALL MOUNTED SEE f-..sz=--4-,-+--~ CHILLER ROOM VENTILATION Q • 100x c;,@5 Q • AIRFI..OIU(CFMJ G • MASS a= REFRIG<LBSJ Q • 100 X 220°5 Q • 100 X 14.83 Q • 1463CFM \ ' \-@ ',, BREATHING___/' I ·r, AFPARATl.15 12 1 )J REFRIGERANT CHILLED WATER I I I I LEAK ALAl<t1 EXP/INSION TANK CHILLERIRJMP L _J 8'-0" AFF CEILING MOUNTED EMER6ENCY 51-IUT • -.J.,. 7 -SEE DETAIL 2/524. DOIJ.N SWITCH --' "-TUBE 4'-i&" AFF. AJLL j SPACE UNDERG.ROUND GA5 PIPING. SEE FLUM6INC:i DRAWING P10. ~-~ I ANCHOR ~t-•l>---lt>----PRE-INSULATED UNDEl'<GROIJD FIFING 4'---t------1---1----3" Hll.l5 4R PLUMEllNG DRAIN RISERS -ADJUSTABLE FREQUENCY MOTOR CONTROLLER :2"-+--➔ -, ' ! I I 2" _,_I ------ \_ SEE SHEET M-4 FOR CONTINUATION r I I 1/ / 1/ L __ M23 GAS RISER • SEE PLUMBING DRAWINGe ., ~. DOOR LOUVER (2 0 5a. FT. FREE SUPPLY PLENUM -SEE PET AIL l!M23. OUTLINE OF UNIT FAN SECTION BELOW. 3,f' COPPER CONDENSATE LINE CONNECTED TO UNIT CONDENSATE REMOVAL FUMF. @ ROUTE 3,f' CONDENSATE LINE TO TERMINATE OVER FLOOR SINK @ 3,'4'' CONDENSATE DRAfN OVERFLCilJ. TERMINATE I" BELOW CEILING. PROVIDE CEILING ESCUTCHEON. F'l<OYIDE 2" PVC CCNDUIT IN TRENCH FOR DOC 8Y5TEM WIRING- ElETWEEN MAIN ElUILDING AND CHILLER ROOM AREA) SEE ARCHITECTURAL DRAWING ~~----- ARCl-!!TECTURAL WALL LOUVER (I . 45 SQ. FT. FREE AREA! SEE ARCHITECTURAi.. DRAIIJINOO ~ I I --t 1 -----. ----____J-+----- f I , ,., ' : ¾½II ' I ' I ' I I ' t',f' •J ' r ' ' ' ' \ i . 'l>--'l't-+-2" 1 , I i i i l: SEE SHEET M4 , FOR CONTINUATION SEE SHEET MS FOR CONTINUATION~ A ' • &xi& CD S0CFM~ SlillxlS -v1' ' --l : i § -_---fi;E} '-::::.I 44xle' v \.t)-f Slillxle 42xl8 3i&x11 14xl1 ®1 SEE PARTIAL ___l, "' RETURN DUCT ~ \-,..,,...:.lr:::c::--=:--:;_;:+-:_:-::::; FLAN -Tl-!IS SHEET ---/ %x48_,,/ t i ~"24 I ElOTTCH '-' CONNECTION 3 4 , S . . . 56E SHEET Ml> FOR CONTINUATION ' . . '' -. ' -. -- I - '',,@-..... ' : ' ' '\ - i i ' ' I ' I I UNIT ACCESS-- -AC-1 CONTROL· MODULE , SlillxlS □ PARTIAL FIRST FLOOR -MECHANICAL SCALE, 1/4" • 1'-e" Date: 5115191 Job No: 2958 5 • 15· 9 7 Plt>N a.ECK SU3MITTAL 6 -20 -9 7 PLAN 0-ECK RESLBMITT AL 7-8-97 BULDNG PERMT 7·15-97 FOR ~DS I 0-20-9 7 FOR REBID SEE SHEET MS FOR CCNTINUA TICN \ ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE. SUITE 1 00 SAN DIEGO, CA. 92117 (6 19) 581-2161 FAX (6l9J S.81-2026 Carlsbad City LibriM:}, Cardwell/McGraw Architects Architecture Planning Interiors ' PARTIAL 1ST FLOOR EQUIPMENT ROOM & YARD BUILDING MECHANICAL 1221 Saccnd Aver,.ia Se 11b WA 98101 206 622--2311 701 8 Street San Diego CA 92101 619 231-0751 PS 0720921 j t~ I / i D I I > V / \_ FLEXIBLE CONNECTION SEISMIC SEPARATION DUG TU.ORK \ FLEXIBLE CONNECTOR AT SEISMIC JOIN NO SCALE HANGERS, SEE DETAIL 1/Ml1 ACCESS SECTION / \_ SOUNDTRAF (REQUIRED FOR BOXES WITl-l / REHEAT COIL ONLY! V.A.V. BOX DETAIL NO SCALE Tl-lREADED 5TEEL ROD BOLTED TO SUPPORT FRAME. /0 / / EXPAN510N TANK -~ / / 0 ANGLE IRON FRAME ( ALL WELDED! 13 M17 14 Ml1 ,,,,,..; (fmo.,_~ 5TEEL PLATE BOLTED TO WALL WITH EXPANSION BOLTS. FOR 5IZE AND EMBEDHENT SEE STRUTURAL DlllcsS. TO ANCHOR PLATE. EXPANSION TANK SUPPORT DEAIL 15 NO SCALE SCREEN CONTROL VAL VE. ADJUST TO PREVENT EXCESSIVE CIRCULATION Tl-!ROUGH FEEDER CHECK VALYE PUMP Dl5CHARGE PUMP SUCTION CHEMICAL POT FEEDER NO SCALE t ; BALL VALVE (TYP) . 10 Ml1 TURAL STRUC STEEL BEAM . 3" MIN FIELD . OR TO FIT CONDITION . J ~ 3 ----- I 4' <J • ,~--I t_ I __..J \ I \._ FLOOR OR CONSTRUCTIO ROOF N I CONTINUOUS EEL PLATE. t------1 IJJELD _ I_ 1 la'' 1"1CK ST I FILLET 60Tl-I SIPES~ I ' ' ------I MATCH \\ FLANGJ '-PIPE WIDTH PIPE ANCHOR DETAIL NO SCALE Ml1 (!)FIFE 0 ELBOW 0 BUILDING 5EISMIC SEPERATION JOINT (3" SEISMIC MOVEMENT! 0 t 0 FIFING ANCl-!ORED ON EACH SIDE OF BUILDING 5EFERATION TO TRANSMIT MOYEMENT TO FLEXI6LE ASSEMBLY. ® FIFE 1-!ANuERS 0 FLEXIBLE METAL HOSE ASSEMBLY. .,. / I r f----j I I I I Ld SCHEDULE l-!05E 3/4" I" 1'/4.ll n/2 fl 2" 21;2 11 SIZE (IPJ LIVE 1~11 2-0jl 2l3,f1 2311 251/2 lj 271✓:/' LENGTl-l SEISMIC FLEXIBLE JOINTS NO SCALE ( 4) SPRING ISOLATORS MASON' SSLFI-! ----. ANCl-!OR BOLTS. FOR 5IZE AND EMBEDMENT SEE 11 STRUCTURAL DUJGS. r.sa-2,,4,-""'- ':l" MIN. 3" 4" 2~Y2 II 33-" !;" "" 481/2 II 5'2" -1/8"t BOLT I NUT \. \_ CONC. PAD SEE 5TRUCTURAL Dut.. 10 Ml1 VIBRATION ISOLATION SUPPORT DETAIL 11 NO SCALE FLOOR 5LA6 \ I ~ ' L . ~ ':l' MIN / _./" \ 0 ---" • Ml1 ✓~-EQUIA1ENT 6ASE I' NEOPRENE PAD -CONCRETE FAD. SEE STRUCTURAL Dtlr:,S. EXPAN5I0N BOLT. FOR SIZE AND EMBEDMENT i"JLl SEE 5TRUCTURAL DWGS. ~ VIBRATION ISOLATION SUPPORT DETAIL 12 NO SCALE: Ml1 ei" BETIJJEEN HOT 4 COLD LINES HANGER RODS 5EE DETAIL BELOW FOR ATTACHMENT TO STRUCTURE --SPRING VIBRATION ISOLATOR WHEN USED FIFE 4 INSULATION WITH FULL CIRCLE SLEEYE AND FIFE PROTECTION SADDLES -PIPE AND INSULATION WITH FULL CIRCLE SLEEVE AND PROTECTION SADDLE CONCRETE FLOOR 1 ':lx':l IIZ> GA PLATE. SECURE / PLATE WITH ( 4) • 10 / SHEET MET AL SCREWS, (I) SCREW AT EACH CORNER ADJU5TABLE FIFE CLEVI5 TrFE ROLL TYPE SINGLE FIFE ROLL TYPE PIPE CLAMP TYPE ~ METAL / DECK ..J' PIPE HANGERS DETAIL NO SCALE PIPE OR ROD . -FOR STIFFENINC:, l FIFE OR L. 's , I JAM NUT Ml1 + ATTACHMENT TO FLOOR, ROOF OR STRUCTURAL STEEL 4!:>' { + TYPICAL PIPE SUPPORT DETAIL NO SCALE NOTE: UNLESS OTHERWISE INDICATED, DIMENSIONS SHOUN ARE MAXIMUM REQUIRED. HANGER STRAP I.AND OF 5AME SIZE AS HANGER STRAP LOAD RATED FA5TENERS SLING AVOID DISRUPTION OF INSULATION HANGER 5TRAP <TYF.J SCREW (TYF.J 2f 17., I "' f-t-MIN. ROUND DUCT RECTANGULAR DUCT DUCT SUPPORT DETAIL NO SCALE 30' MAX 1-llNGED ACCESS DOOR FLOW ) 1-!EATING COIL FLOW ) NOTE, PROVIDE ADDITIONAL vERTICAL AND DIAGONAL SUPPORT EACI-! 5IDE OF DUCT ., REl-lEAT COIL FERSMACNA. REHEAT COIL DETAIL 0 Ml1 l Ml1 8 Ml1 2-WAY CONTROL VALVE (3-WAY VALVE AT END OF MAIN, UNIT5 AH-4, Al-!-5' 4 AH-1) ------, THERMOMETER WELL (TYF.! ----~ RETURN MAIN SUPPLY MAIN ---t------;,-$1-,iJT -OFF VALVE . AIR vENT----i 1.,-----t---BALANCING VAL VE COOL ING COIL T UNION (TYF.J $----+----BYPASS -tlH:t+-~---.J+------..:r ~-1!, J:. . -~PRESSURE VALvE GAUGE COCK (TYP.! ~ CONDENSATE PAN ~-DRAIN VALVE --CONDENSATE DRAIN. ~ SEE PLUMBING Dur:.5. _j ~ ~ 3/4" COFFER OVERFLOW LINE "G -------·CEILING ESCUTCHEON NOTE, HOT WATER HEATING COIL SIMILAR EXCEPT DELETE CONDEN5ATE DRAIN. TYP. AIR HANDLER COOLING COIL PIPIN NO SCALE AIR VENT-~~ PETE'S ,------2-WAY AUTOMATIC CONTROL VALVE I (CIRCUIT SETTER) PLUG (TYF.J -~\ Zl. 6ALANCING VALYE f--ii I I" c:~l ~H IT ~ \__ ,. 1-!EATING COIL .l \ ·. RETURN MAIN T. "--PROVIDE 3-WAY CONTROL ~ VALVE AT EvEF<r 3RD COIL , 'r AND AT END OF MAIN. H 1i---~~----ltt 4 ,. ~-----J 1 · ~ SUPPLY MAIN UNION (TYP) j Sl-!UT-OFF' VALVE (TYFJ (BALL VALVE! DRAIN VALvE --~ --BYPASS LINE TYPICAL REHEAT COIL PIPING NO SCALE COOLING TOWER ~~7"""'""',:~~~;::t::=::::=-= 3/4" STUD5 4 NUT5 ..---VIBRATION ISOLATOR WI ALL DIRECTIONAL RE5TRAINT. 'MASON' 11 <l, SSLR _____ BOLTS AND NUT5 FER ISOLATOR MANUFACTURER I I .::J ~ ~~ d d ~ ~ CONCRETE FAD. SEE 5TRUCTURAL DWGS. L ANCHOR BOLT5. :R d SIZE AND EMBEDMENT (JL\ SEE STRUCTURAL DWGS. ~ COOLING TOWER SUPPORT DETAIL NO SCALE SUPPLY·-- TRIFLE DUTY VAL VE---..._ Cl-lECK VAL VE -~ FRE5SURE GAUGE-~ COUPLING GUARD----~ ----------SUCTION -----------6UTTERFLY VALVE ---------- -------· STRAINER --3/4' BLOW OFF / VALVE J-7----+----COMPOUND PRESSURE GAUGE 2 Ml1 3 Ml1 PUMP MOTOR'-- FLOOR SLAB-- -------FLEXIBLE CONNECTORS ..-----SUCTION DIFFUSER SPRING TYPE .----'...._ _____ .,___......,,...,~ ~ VIBRATION ISOLATORS "il (TYP) \ 4•~~M~ f-C-L..__\_ VIBRATION ISOLATOR SEE 5TRUCTURAL Dut.S. SEE DETAIL 11/Ml1 TYPICAL PUMP PIPING 4 NO SCALE Ml1 Date: 511 5191 Job No: 5 -I 5 -9 7 Pl.AN Cl-ECK Sl..8MITT AL 6 -20 -9 7 Pl.AN CH:CK R!:SI.EMTT"'1.. 7 -8 -9 7 EULDNG PERMIT 7· 15-97 FOR BIDS 10-20-97 Fal REBID SEVIER ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO, CA 92117 (619) 581-2161 FAX (619) 581-2026 Car!sbad City Libr~ Cardwell/McGraw ArchHects 2958 Architecture P~ lnteriOrs MECHANICAL DETAILS 1221 Seccncl Averua S• lfle WA 98101 206 622---2311 701 B street San Diego CA 92101 619 231 . ' • 0 WA!iiNING TAPE TYF. GRADE i i'=I LIJ.f\i~--6ACKFILL r: PLUMBINu HWStR FIFES --+-.-~ 1211 ;;, " 12' f i& II' TYF. UNDERGROUND PIPE DETAIL NO SCALE I I ' ; I FLEXI LE DUCT SHEETMETAL NOTT EXCEED 1'-0' DUCT VOLUME DAMPER I I i ----CEILING SUPPORTS \ \ -+---SAND " TYF. I ! I CEILING DIFfUSER SHEETMETAL DUCT--~ l I CEILIN DIFFUSER TAKE-OFF DETAIL NO $CALE ' I ! I r I ' l I I ,,-----ROUND DUCT CONNECTICN 't>--PLENUM ACOU5TICAL LINER ~-OPPOSED BLADE DAMPER WA : L REGISTER DETAIL • I ' i i I i FLOW I i SAMFLE r iNjECTOR ' : .. :,I I ' .... ·-: . BLEED-OFF rl VALVE A55Y. I I LJ,_ CHEM. I FUMF5 I ., -,'/7 j DRAIN 1212>~11<> I I L --CONDUI.!_ -----J LJ FLOW CI-IEM. TANK& CONTROL FANEL .,. 1..f7..r7_f'7.. COOLING TOWER I i's ) , WATER FUMF COOLING TOWER CHEMICAL FLOW NO SCALE 13 M18 14 Ml8 1!;; Ml8 lb Hie COMPRESSION NUT TOP AND BOTTOM~ ,----'a!±!!=L..-___J -INTEi-t'lEDIATE SUPPORT STEEL SEE S TF<UCTUF<AL DRAWINGS b" MINIMUM LENGTH HANGER ROD---~, SEE D~TAILS Gt0Tl-l~G~0 SPRING HAN6ER A5SEMBL Y 'MASON' NOTE, 30N SEE STRUCTURAL DRAWINGS FOR SIZE OF HANC.ER RODS: HANGER rl.OD ~ COMPRESSION NUT SPRING VIBRATION HANGER DETAIL NO SCALE STF<UCTUF<E WIF<E F<CFE THIM6LE _ __.- \CA6LE ATTACI-IMENT CLIP, \ \_ u-eoL TS/CF<OSl:lY CLIF&, TYP. ~-All'<Cl<J>Ft CA6LES, TYF. EQUIPMENT TYPICAL x 4. &EE ,----_~c----. 12 STF<UCTRAL DRAWING& 624 524 ANCHOF< 60L T <RED~EAD llJEDGE! Hl8 NOTE:. TOP ----; &EE STRUCTURAL DRAWING& FOR -CA6LE ATT ACI-IMENT CLIP, TYF x 4. SIZE OF HANc.ER CABLES AND ATTACHMENT&. ATTACHMENT CLIPS DETAIL 10 NO SCALE .,,----SEE STRUCTURAL DRAIJJINGS ~ &TRUCTURE MECI-IANICAL UNIT NOTE, L CABLE& TO BE SLACK AS REQUIRED FOrl. PROPER FERFOi-t1ANCE OF ISOLATORS 2. SEE STRUCTURAL Dr<AW!NGS FOF< SIZE OF CABLE AND ATTACHMENTS. ATTACHMENT SEE DETAIL IOIM18 SEISMIC CABLES (4! EQUIFMENT ATTACHMENT SEE PET AIL l,:ZIIMl8 SUSPENDED EQUIP. SEISMIC BRACING 11 NO SCALE MI8 DETAIL \2 NO !:>CALE Ml8 PROVIDE A MINIMUM Of FOUR ( 4) CONTINUOU5, TAUT No. 12 GA WIRE ATTACHED TO DIFFU5ER ASSEMBLY AND STF<UCTURE ABOVE WITH Tl-IE CAF ACITY OF 5LIPFORTING FOUR ( 4) TIMES Tl-IE WEIGHT OF THE DIFR.lSER ASSEMBLY. OPPOSED 6LADE DAMPER--------. FLEXIBLE DUCT SQUARE TO l'ii<OUND AD AFT OR + rCEILING ---=Y"_////I_I\\\_\\_~ I + ADJUSTABLE CORE -CONCEALED HINGED FERFOF<ATED FACE PLATE SURF ACE MOUNTED DIFFUSER DETAIL NO SCALE DUCT CONNECTION FLENUM IN5ULATION ------IXXJ FLENUM------1/iAf---- ADJU5TABLE 6LADEo~----._ ~-MOUNTING CLIP ,r-CEILING -j:ZZZZ;;~!h=~~~~ LINEAR DIFFUSER DETAIL NO SCALE HANc.EF< F<ODS WITH VIBRATION HANGERS CONNECT TO 1NTEi-t1EDIATE _ SUFPOF<T (TYP. x4) bS% EFF. BAG FILTERS PRE-FILTERS PROVIDE INTERMEDIATE UNISTRUT SUPPORTS AS F<EQUIRED--~ SECOND FLOOR &:: I: ,---HEATING COIL COOLING COIL Ml8 M\e OUTSIDE PLENUM AIR DUCT ,!) SUPPORT DUCT r r 7 r r I I I I I I I I I I I I r 11 I I 11 I I 11 I I I I I I 1 I I RETURN I I I I I 11 I AIR DUCT I I I I I I I I LJ L-..J L....J L....J / , UNISTRUT SUPPORTS SECURE UNIT 6A&E TO / UNISTF<UT &UFPORT& ___/ '---SUPPLY FAN SECTION NOTE, SEE STRUCTURAL DRAIJJINC.& FOR SIZE OF SUPPORTS. AIR HANDLER SUPPORT DET.AIL NO SCALE FF<OVIDE A MINIMUM OF FOUR ( 4) CONTINUOU&, TAUT No. 12 GA. WIRE ATTACHED TO DIFFUSER ASSEMBLY AND STRUCTURE ABOVE ILJIT!-1 THE CAPACITY OF SUPFOF<TING-FOJR ( 4) TIME& THE WEIGHT OF THE DIFFUSER ASSEM6L ,. .,---FLEXIBLE DUCT .-OPPOSED BLADE DAMPER -SQUARE TO ROJND ADAPTER ---CONCEALED 1-llNc.ED PERFORATED PLATE LAY-IN TYPE DIFFUSER DETAIL NO 5CALE 1 M18 8 Mle FLAIN '5' SLIP HOT ROLLED .,..--------l'IRI: RATED DRAFT 5TCF ~---~-10 GA. STEEL ANCsLE 60LT DUCT CONNECTOR J SLEEvE, '-tll!l''7-"°""'"-T-"lllt--'~,-------1 TO SLEEvE • MAX6" OC. GAUGE FER UMC ---+---1 ,-----.&>:,~----1--:;; eMa<l; DUCT ..._ DETECTOR ACCESS 10 GA. HOT ROLLED SiEEL Rl:TAINING ~-~-,~--'---'l-1 ANCsLE ON ALL l I l'OJR !'>IDES OF 3" IIJALL ---.J~~ l'LEX CONDUli ~-DilMFER ACTUATOR --J-60X/6Y ELECT. CONTRJ 61 ELECT. CONTR 12J~A• CSR1 NO. 322:,-0368: 008 4 3230-036!1, 10:, SMOKE/FIRE DAMPER DETAIL NO SCALE ACCE&e DOOR eMOKEDUCT n DETECTO!<: 5D LL_] !'<ES.ET LINK -----1-1 SMOKE,flRE D,t,MFER + 11111111111 SCfl=ITY / GiRILLE DAMPER ACTUATOR l20V/I~® '1' 1 FLEX. CONDlllT I ~ l , - ,_.....-,~ JUNCTION 60X ® II!> GA HOT ROLLED STEEL RET AININ:":1 ANGLE ON ALL l'OLIR 51DE Cr WALL CSfM NO. 3225-036&. I~ • 3230-0368: 108 CEILING SMOKE/FIRE DAMPER NO &CALE BEAM BRACKET -~ ,----SUPPORT& AS F<EQUIRED ,.---t-FLEXIBLE CONNECTION 1 ------~~;..____,,...c=--=r-BACKDRAFT DAMPER -ADJUSTABLE· MOUNTING 6RACKET PROVIDED WITH FAN ~-+---DUCT ------CEILING '--------FAN CEILNG MOUNTED EXHAUST FAN NO SCALE MAIN DUCT~ '\ / . I TF<ANSIT!ON DUCT •► AIR ) FLOW > Ql ~ • <[ "' '-, / I VOLUME I DAMPER ' • DUCT y BRANCH DUCT DETAIL NO SCALE Ml8 2 Ml8 3 Ml8 4 Date: 011 5191 Job No: 5 -I 5 -9 7 PLAN Cl-ECK SLSlviTT AL 6 -20-9 7 PLAN CI-IECK RESLBMTT AL 7 -8 -9 7 ElULONG PERMT 7-15-97 FOR 6DS 10-20-97 FOR <EBO CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 1 00 SAN DIEGO, CA. 92117 (619) 581-2161 FAX (61S) 581-2026 ~ . . Carlsbad City Library Cardwell/McGraw Architects ' 2958 Archit~ture Plannirq lnteribrs . MECHANICAL DETAILS 1221 Seco.--.cl AveruJ Su!"> WA 98\0I 206 622'-2311 M\B~ 70\ B 8'"eet San CA 92!01 619 231--0751 .__ __________________________ ...;:.,....,.;:;,..L. ___________________________ .::,,_-""--L---------------------------_.;:;.-~-----------------------,------"'-...:;.-'--,;,.;_:_=;;.;;.;;,~~ PS 012092-ltl& I f / • TOP OF WALL EQUIFMENT '!" ARD FLOQF.1 ' hu -1- E," NOTE, FOF< 5.!EET NOTES SEE Ml&. SECTION DETAIL 5CALE, 114" = 1'-0" -· • IN1l!RLOCKINGr 5'!NTHETIC "1.leBEF< LINKS -~ FR!=&SURE PLATE ElOLT --..:._ ) ----------,---- ' ------------------ BELOW GRADE -CONCF<E1l! WALL -~ STEEL FIFE SLEEVE WIT.I SQUARE WATEF<STOF' ~--FIFE NUT DIAMETEF< A5 F<ECOMMENDED 6Y LINK SEAL OR ME~ 5EAI- MANUFACTUREF< PIPING EXT WALL PENETRATION VIElF<ATIONl50LATION HANGEF< !TYPICAL! -- NO SCALE PROVIDE &UF'PLE:MENT SUPPORT STEEL M Fl;EQUIRED T 0 SUPPORT FAN .... ]!I~.--7 \ I 1--FAN 5EF<VICE X I CLEARANCE: I \ I '-c::::, .... -~ 12x24 .,_..-I PROVIDE 5M. ANGLE: SUPFOF<T /ST AND -Cf!' FQF.1 DUCT. 5M. SCF<EW TO DUCT AND ANCHOF< ElOLT TO WALL--~ 524 Lou.EST POINT OF ROOF 8TEE:L EXPANSION TANK ROOF~ : ' 11 4>-4>--+L __ E>" C!-IW8, C.!WR -· .• /MAIN ElUILDll'-l::i, . ' · j r FIRST FLOOR ' EQUIPMENT YARD BUILDING AND OUTDOOR ENCLOSURE 0 Dlec..!AR6E TO FLUMEllNu DRAINAG!E 5YSTEM T T / 5UFFORT FROM V S~TU~ AeOVE CONDENSA 11'! DRAIN LINE AH CONDENSATE DRAIN FAN 20 GA GAL V. SHT. MET AL I-IOU5ING CONTINUOUS WELD OR CLAMP WITH SEALANT ··---- COUNTEl<ifLASHINC:, 4' MIN. --,-i --COYER WITH lie' MESH <:,AL V. HARDWARE CLOTH SCREEN --~=-.=;Ir-~] \ L REFRIGE~T FIFES IN5ULATION A5 REQUlf<ED VFLA8HING @ ~-5EAL Of'ENINC:.5 PIPING -ROOF PENETRATION NO SCALE ··----··--·-£ROOF_. ! :-----·-···. ---·-·-·· .. _, -,,_,_ ·--·---· -·----------~ I'1~-~---~=·-=-•······-··· .. ., .. ---• -~----:·_---~ --~~---:·r·_:· __ ---_; " 24 12 l:lx28 ELEVATION ROOF /,_ . ' ·I . I >4 14"t 3ex\4 l" HEATING. PIPING. ==· =--=----:~-L~~; I -·--·----·---.... -· --.. ---· -.·. ---... -__ -_-_-__ -___ -.. --.-___ -... -.. FIXTURE --~ ---~--- ····--·-"•-··-··--·-··----•• ---------------·-·-···-·--------·---J,. UN!Sn;aJT 5UFFOF<T8 CONDENSATE REMOVAL PUMP DETAIL 1 SHEET MET AL 5CF<EW5. - DRAFT5TOF _ _,, DUCT INSULATION -------t F<ECT .ANC,ULAF< &TEEL HVAC DUCT. NOTE: ~IZONTAL DUCTS THRU FIRE RATED l!IALL& SIMILAR. / <.-->c...--I 1/2" T'!"F. M19 _,,..,-81l!EL 5UFF'OF1.T CLIP€> 1 FLOOR &I.AB I DUCT PENETRATION THRU FLOOR SLAB 8 NO SCALE, M19 ELEVATION PARTITION uJALL OFFSET -SEE ARCHITECTURAL DRAWING$~ ~ ·"-:·· T . I -f l~l~l 11 i : . ..,.. .1 14 T 1t . ' --------i --· -----· --------~·---::-··:·----··_-__ -----·_::·--:-:~·-:: __ -_-::~:~~-:~ __ · j i ! ' ELEVATION SCALE: 3/8" = 1'-0" ---1 OUTLINE ---·------.,._~ -------·---· I 74xl7 ' --.l.= ___ j ___ ""' ..,;-t----- 22x1 ------------- ' \ I I Ml'3 Date: 511 s191 Job No: 5 -I 5 · 9 7 PLAN Cf.ECK aeMITT AL 6 · 2 0 • 9 7 PLAN Cf.ECK RESlBMTTf',L 7 -8 • 9 7 8l.lLOI\G PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID r- ; ,. f I ENGINEERS CQNSIJLTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO, CA. 9211 7 2958 (619) 581-2161 FAX (619) 581-2026 Carlsbad City Library Cardwell/McGraw Architects .< _j-" ' Architecture PlaminS: Interiors ' MECHANICAL DETAILS 1221 Secaid Aven.ie Se111b WA -911101 206 622--23H 701 B Sreel 5an Diego CA 92101 619 231-0751 FS 0720921 ~ 1.5 • ,{D -, -- --I 1 --,..---. , ,.----. l I .,._ -,- . FOR CONTINUATION OF FIPIN<'.:i &EE SHEET Mb------·;,. .'-_r,===-=t,::-~;:_:::_:;_-_--1__:',.,JI • 1 11 2" CHUJ5, CHWRJ 14' ® ' 00 11,; '· f4UJ5, I-IWR--/ ,4_ J -- / I\ I ------i--0 -- 0_).J 8"♦ _/ '-'-'"!_-.,..,. 4Sxl2 . . 3160 CFM - .,, ; 4 ',-_ M2.3r , V FOR CONTINUATION OF DUC~ SEE Sf.lEET M1 PARTIAL FIRST FLOOR PLAN -SECTOR B 5CALE. 1/4" = 1'-0" 00 --- 50xl3 . CI•:,, ,.__--; FOR CONTINUATION / OF 1"~, SEE SI-IT M~ - 36xl4 ~ ------- -----. ----. ------ - -----. -- - :¾txl4 -----TTFrCAL FLEX. ---. DUCT SEl&MIC SEPARATION JOINT 8x4 . - " . - -- ' ' ' ' I r I I I I I I I I L I - 46xl4 ------- 36xl6 --------- -- 36xl6 / FOR CONTINUATION OF PIPING SEE SHEET M6 ~ .. ;.:,.. ,.,.. ,-,-. -I"'"" r, 111 .. r--"'1 ... ~ -H--2\.>2" CI-IW&, CI-IWR -H--1" Cl-lW5, CI-IUJFi/: ,_ 44--11<1" I-IW&, HWR 3,f' I-IW5, Hu.R I ~ ,I )I I I -- --_, --- ' . ' • J FOR CONTINUATION OF DUCTUORK SEE &I-IEET M~ ~ - ' . - >--- -@ Im ...-\2!_J '. -, I4xl4 ---14x14 ----- 0 0 0 0 ® 0 G) SHEET NOTES ACCE55 TO FAN, COILS, FILTERS, CCNTROLS ETC 24"x45" CEILIN<'.it ACCEIIB DOOR FER ARCHITECTURAi.. DRAWltsl'.:IS . 18"x30" CEILlts.'.:s ACCE&S DQO!,;, FER ARCI-IITECTURAL DRAWIN:.S. 46"x24" UP TO CUTDOOR AIR INTAKE ffi AIR TRANSFER FROM CEILING PLENUM SPACE. SE!:@ DETAIL M23 MOTOR OPERATED CONTRCL DAMF'!:1'< !TYPICAL) NOT USED 0 12"xI2" llF TI-IRU ROOF TO(~) 0 @ ® ® ® @ ® ® ® @ ® @) ACOU$TICALL Y TR!:ATED DUCT!J.ORK ENCLOSURE (PfR ARCHITECTURAL DRAIIIING.e) NOT US!:D. NOT USED PROVIDE v," THICK GYPSUM 60ARD LAMINATE TO THE CUTER SUF<f'ACE OF THE 51-!EET MET AL DUCT UP TO AND INCLUDING Tl-IE WJND TRAP . Rl&E ANO ROUTE DUCT IN B!:AM SPACE ABOVE 5o...ND TRAP SMOKI: DETECTOR, SE!: D!:T AIL½~~ _ FOR $1.Jf'FOIRT AND SEISMIC 6RACIN:i ~ &EE DETAIL& Ml6 M18 REFER TO DETAIL ~~~ CCNTROL DIAGRAM. REFER TO DETAIL ~~~ CONTROL DIAGRAM . REFEI'< TO DET AIL@CONTROL DIAGRAM. REFER TO DET AIL@CCNTROL DIAGRAM. PROVIDE RETU!'sN AIR 6ALANCIN<'.it DAMPER AT TRANSFER AIR DUCT. PARTIAL FIRST FLOOR PLAN -SECTOR C ® l'<EFEI'< TO DET AIL@CONTROL DIAGRAM. $CALE, 114" = 1'-0" 38xl8 3 M20 M20 M23 ; 2 f, b ,@ r© ' --,- ' ----- ! ' -24xl0 l!c> --.-----I4x1 -----t-----I4x1 ' I ' -I -' -• ' -' I ' ----"' l ------~-~-=:_,_ -=--' --------------------' -----' --=! ! 0 1 ' - ATION 2" CI-IWS, 01-llJJR FOR CONTINU OF PIPINC:, SE 51-!EET Mb~ E . '(-:- • • { 23x9 fj ' . -. '. - : . (iJ) .~ :A ' I - --.. C . ·-----r:-r+----: r.: -' ~+-;,;,------t------~-i ,.. I,.< .I • t-I , I ' ' L_ --1-----~~ ... ~-----§i;ral . -1-3 X , .. I '-/__ I I I ,<--71 I ~ ' / Al-I\ I I , / I • / I I "\. b I L_V_ ..J l -,, _J .r--1h~· ' ' --, I I ' • I I ' ~14 ' ' 1¢, ., J,J, J,J; ~ 'I ! \. )< . I" I I • -----~-I I I~ ----I -ib_ri---~ -6x9 tl2'X9 / I , IO ---, • -.... ' .,/ • --- -. ---' I ' . -----~1~,-~ ! r ... )--: -~., ~ I I '" I '° I I --' ' -.--CZ ' ' X ' 2 -'<t ' -I / Al-I ' N ,IYz~ ' ....... \ 5 ' Cl,IIJA'! I ~ -V X 111_ I : I ; --t ' I.ft I r--I4x9 I ' I I -' X. TYPICAL PLE DUCT E'>EISMIC SEPARATION -~~ d i.,..c LS'♦ !2 V t'. d~ ' - Ls·• 3bxl2 JO INT ~ -- ' ,, .. 00 I' lbxllZI 711,4:i -9 31Zlxl2 . . ~ lbxl12' I I • 1,-<., 13"';;~1 FOR CONTINUATION OF DUCTUJORK SEE 51-!EET MU . . 36xl4 " . - ' ·1 -, __ ,!_ ___ J 7 ~3&x# I . I . I '" I ... ----- ' 00 I ' '0 I I I fis' -I '-- ' [xJ , : I - 13 3bx12 8"♦ UP TO 2ND FLOOR (TYP) WITH VD. ' PARTIAL FIRST FLOOR PLAN -SECTOR B / 2 '\ ~ :;:oc"""'AL=E==.=1 =14""" =.=1'=, -==0=,, :::::::::::::::::::::::::::::=,:=:,,,,,,,.=::e=~~:::::::::::==~~""""~""""~========""t"-;:M~2 e>:;::l)----i;----,/2 --- __ /I4x8 [x] > ~ DR ' OP Date: 511 s19 7 Job No: 5 -I 5 -9 7 PLAN Cl-ECK SLBMITT AL 6-20-97 PLAN 0-ECK RESU3MITTAL 7 -8 -9 7 BIJLDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID ' ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE. SUfTE 100 SAN DIEGO, Cl', 92: 17 (6~9) 581-2161 FAX ~619) 581-2026 Ca.rlwad City Library Cardwell/McGraw Architects 2958 Architecture Pia.ming Interiors ENLARGED . FIRST FLOOR PLANS MECHANICAL , 1221 Second Averu Su""' WA 98101 206 622-2311 701 B Sireet San Diego CA 92101 619 231-()751 PSI 01209:U I 15 ' ,- ' COOLING TOWER ® 3" OVERFLOUI LINE TERMINATE OVER FLOOR RECEPTOR · -- \ ~ SEE 31Ml1 FOR TOWER SUPPORT 1" -, /--I" MAKE-UP @ I,,.._ __ -;/ WATER &EE DETAIL MZI FOR CONTINUATION ~~ T--4" 6" . \_ 2" °""" VAL;;; 4" WITi-! i-!O&E 6166 NOTE: PROVIDE &LICTION DIFFUSER5 AT Ci-!ILLED WATER PUMF5, CHILLED WATER FLOW DIAGRAM NO SCALE, I ffi ffi TWO POSITION 6UTTE!<:l'L Y j REFRIGERATION RELIEF ----- JL VALVE -----i---- ---4-' 411 -- Ci-!ILLER (~i-!) 3" __--REFRIGERATICN RELIEF TO ATI10SPI-IERE r REFRIGERATION I RELIEF 1 1 Tl!JO PO&ITION 6UTE!<:l'L Y VAL VE t 4"-' ' -n 4" ·._ 4 · CROSSOVER 4 FUMF ffi I" MAKE-UP 1 RELIEF LINE RUN FULL SIZE OF RELIEF VALVE DRAIN VALVE-, FULL 51ZE BYPA&S-. ', ~~ uALIGE uLASS WITi-! COCKS . ..,-------7"~ \.J..-c------c-M=':_::! ___ EXPANSION TANK MODEL 60, A&ME RATED CON5TUCTION 60 uALLON CAPACITY 6ELL t GOSSETT OR APPROVED EQUAL OPERATING WEIGi-!T • b2!:> LBS GALAVANIZEP FOR --~ OUTDOOR 5ERVICE. ~ AIRTROL TANK FITTING ----t---i----PRE&5URE RELIEF VALVE I" RUN DISCi-!ARGE FULL SIZE ro RECEPTOR AIR i-!ANPLER r------------------------,--~ i-!EATINu COILS• l AIR SEPARATOR VAV TERMINAL .r----;i---t' REI-IEAT COILS 3" TO RECEPTOR --st BOILER ffi K CI-IEMICAL POT FEEDER &LICTION J DIFFUSER PUMP ffi HEATING HOT WATER FLOW DIAGRAM NO SCALE, 1" MAKE-UP WATER _ ,011 1~, ~~~! ~ PUMP ffi 4" DRAIN VALVE~ FULL &IZE I 6YPA&& -, \ \ .----,11~-1><1'-- M21 EXPANSION TANK MODEL 00, A5ME RATED CONSTRUCTION. Ul uALLCN CAPACITY. BELL GOSSETT OR APPROVED EQUAL OPERATING WEUGI-IT • U/5 LBS. MANUFACTURER5 PAINTED FINl&I-I. ~ GAU(aE GLA&& WITi-! COCKS. .r----CJ-----AIRTROL TANK FITTING ~-t--t----------PRE&SURE RELIEF VALVE 1" ~bit ' } -6-" , -I" 1 RUN DISCHARGE FULL SIZE TO RECEPTOR > 6" Ci-!IIJ5 4 CI-IUJR TO AIR I-IANDLER P-----< COOLING COIL&. ~ AIR &EPERATOR K '+--f"-Hl~I \\_ I' DRAIN VALVE K ~ CHEMICAL FOT I" DRAIN ,/ FEEDER VALVE_/ Date: 51I s191 Joo No: 5 -I 5 -9 7 PLAN CHECK SlBMTT AL 6 -20 -9 7 PLAN a-ECK RE9..BMTT AL 7 -8 -9 7 EULOl'JG PBIMrf 7-15-97 FCR BOS I 0-20-9 7 FCR REBD CONSULTING MECflANICAL ENGINEERS 4375 ,JIITLAND DRIVE SU'T( 100 SAN DIEGO Ca 92 11' (619) 581-2161 FI\X (619) 581--2026 CarB'oad City Library Cardwell/McGraw Architects Architecture Planning Interiors FLOW DIAGRAMS MECHANICAL 2958 1221 Second Averm Sas& WA 98101 206 622-23H 701 B Shel San Diego CA 92101 619 23HJ751 Fl5I 0720'9"2J 115 , r· h •. !{_: i"f - -. ~.::: i"':--~?>-~_,;: I,; ,._ ,,. ~~<- ---~----- ' r ' i ! --·;st-. ·; ' .. ;,: iii" i~- t: ij: ----_.-_::..,___ --------- ti u ·-*-· u C i _- -J ! j_ . _,__~- I l ; r . -__.,___ ' - .,----. __ _ . n t.i '----,-- ROOF PLAN SCALE, !/lh" • 1'-IZI" ' c!.--------________ ____J _____ _ ----f~------ 1: , __ -_ -·--------·-· _...,,.--..,._ --'- -- ....; -,-~ :, '1:. ;-,:-"' ----r· ---------- -, ;:: ·1 ; __ , ; ·r· i . --- -~--------. ----·-i-·-'-------------'--±c------'--·-==---=--- . -----"--"" • -i-·' MECHANICAL ' ! ..... "'is:._-- l ----,------ i .... -{_ ,-✓ ·-......._ ,,✓-:- ",_ •-,./ // / ----·-------~---·:::· --·---------- ' . ,.J.., . --,_ ;,_ 7.5 ~- -f ! ' -:'--,- -r _,.,.i...c _ --. - \~:/ -------·-,7: ;'-··--: ~ . ; ' 1 ; r- ' --..J.---· _!. ~ ' " -j ! \.._,.... ! _ _,___, . ·--- ___ ____( ' -_J -------1; . ' \:~~-/ . --, ' -~ ~ ,_.,, } .,. -------. ~-,' -,~ ----.......... ,.. __ ',J . - NOTE, -J;£FfR TO Ali<CI-IITECT\IRAL ROOF PLAN, A-1-4 FOR F'EfiiCreE ~ aEYATICNS AND 5LOl"E&. DO NOr uee THI& l"I.AN TO DETEl'<MINE i;!OOF 51.0F'E OIi! ELl:YATla-15. KEY PLAN Date: 5115197 Job No: 5-15-97 Pl.AN a-ECK $.flMTT AL 6-20-97 Pl.AN o-EO< RES..B\IITTAL 7-6-97 7-15-97 FOR BiDS 10-20-97 FOR REBID J • SEVIER - SISKOWIC ENGINEERS CONSULTING MECH.ANICA!. ENGINEERS 4375 JUTUNO ORl'IE, SUIT£ 100 SAN DIEGO. CA. 92117 (619) 581-2161 FAX (619) 581-2026 --Car1sbad City Lb"ary • Cardwel/McGraw Afctitects 2'156 Architecb.re • ,,,---' .. Plarijig Interiors ROOF PLAN MECHANICAL ' 1221 5ecancl AYf/lllO 5ellle WA 701 B Sire et San Dlago CA 9'191.206~ 92101 619 23Hmil - P!;I_. ' -·, __ . • ·_. __ ~ - • Ci-ULLED WATER tHOTWATER ~ PIPING.. 5EE DET AIL.5 M11M17 PIPE PENETRATION ...... [. !LINKSEAL T'fPE) ANNULAR SEAL (TYPICAL/ ii c::i SEE DETAJL Mia +--NOTE, ROa-1 106 CEILING, 1-EIGI-IT • 1'-0" WAL.Jc:U/AY \ .. -- r - ----··· :_ : __ --. -~ EXHAUST OISCMAR6E J PL&ILIMSEE ) 0 CEILING 211'-6" 16x':10 0 CEILl!lk,, I-IWS4R r->---~-=--" ! A~TEClURAI. Du.t:.6. DOOR ---i , .. ---' : I / I , __ -.. - CI-IUJ!HR r-' ' -~:\_ i_ ----------. ----------·------·-------···· ··---______ ; __ -___ -____ -___ ---' __ --_--_-------- . -SEE DETAIL(;~~ - 0 EQUIFMl:Nr FiOOt1 AH-1 ELEV A TION SCALE, 1/4" • 1'-0" CEILING 191'-6" NOTE, Al-l-6 SIMILAR , --..... ' . ' • .. I I I i I : -· :.--:: ---I ' SEISMIC , SEPARATION@ . l4x9 I ... ll_:. --------. 1-.... ----------------------------~ --- AH-5 ELEV A TION DETAIL SCALE, 1/4" = 1'-0" I __ , M23 IIZ!xl0 PLENJM ' ,, 2 M23 • NOTE: AH-3 SIMILAR. OJTSIDE AIR INTAKE PLENIJ1 SEE AACI-IITE~ DRAWINGS, AH-4 ELEV A TION DETAIL 5CALE, 1/4" = 1'-0" & e.o. CE ILIN<lo. "" FIN. FLR QI' " 2"2'M, _.,, I & FIN.FLR ' .. ' >, -, -' ' ' ' ' ,, ' ' . ' " ' l ~- ----· -------......... -------------·---•• •••• H•••• ••• 16~ CHILLED 4 HOT WATER~ 1 4" SOIL, SEE PIPING. SEE DETAIL Ml1M11 PLUM6IN:::i t)IJ.GS_ ------------... 0000 19 14 I~ --@ -l;i! 10 ~ ~ 34 G:@ D 0 11x36 --® D 1 1,-------+~---+,;<-------'.,----/--.----V . -.. f . i---11x3'> AH-1 ELEV A TION SCALE, 114" • 1'-0" ' SOFFIT CEILING 191'-6" Fl~TFLOOR ;~ i Y.0. i I . --------~--------·------, ------------------- SOl,ND TRAP 4 RETURN AIR PLENUM TRANSFER DUCT DETAIL 3 FIRE RATED CEILl"ki M23 SCALE, 114" ~ 1'-IZ'" ffi ,...;>----- 4--___ .,. ....... AH-2 ELEV A TION DETAIL SCALE, 1/4" = l'-0" 8x4@ • M23 ------_,,........... __ -lil,,t-CEIL.l"ki 191 1-611 FIRST FL.OOR ~ M2ZI 0 0 0 0 ® © 0 0 ® @ @ ® ® @ ® @ @ @ @ @ ® ® @ @ ® @ @ ® ® @ ® @ ® @ SHEET NOTES 4" HIGi!-1 EQUIFMENT PAD FROJECTION AaOYE FLOOR DEPTl-l OF CONCRETE EGUIFMENT PAD BY STRUCT'L et!iRS, ISOLATION INSERT. SEE STRUCTURAL DUG&. FAN SECTION. CLA&S 11 CONSTRUCTION-INTERNAL Yl6RATION ISOLATION. COOLING COIL SECTION FILTER 6ANK SECTION. 31?)% A&HRAE RATED TI-IROW-AWAY TYPE PRE-FILTER&, 65% A&I-IRAE 6AG: TYPE FINAL FILTERS. MIXING R.ENUM AND DAMPER SECTION, DOU6LE WALL CONSTRUCTION. CONDENSATE DRAIN CONNECTION. SEE PLUM6ING DUJ'.:iS. SUPPLY R.ENUM. CCN!iTl-aJCTED AND FRAMED FOR 3½" WATER GAIJGE PRESSURE. ENTIRE FLOOM SECTION LINED WITH 3", 6 L65. ROCKIOC)OL AND I", 1112 L65. INSULATION 60ARD (FACING AIR STRE,ll,M/ FORMING ACOUSTICAL CI-IAM6ER SEE NOTE 34. DUCT ENCLO&lf<E. SEE ARCHITECTURAL DUX.S. NOT LISED. HEATING COIL SECTIC'N. All'<FOIL TURNING YANES, TYPICAL. ACCE&& SECTION. FLEXI6LE CONNECTION, TYPICAL. FIELD FAEIRICATED OUTSlDE AIR INTAKE PLENLM. PROVIDE I"♦ WELDED I-IALF COUPLING DRAIN CONNECTION IN CENTER OF PLENUM BASE <SLOPE TO DRAIN>. SEE PLUM61NG, D~-FOR CONNECTION TO DRAIN. WALL LOJYER SEE ARCHITECTURAL DUX.S. NOTE USED. SIDE MOUNT MOTOR AND BELT GUARD POSITION. 5UPR.EMENTAL SUPPORT STEEL, TYF1CAL. SEE STRUCTURAL DU.GS. FOR SUSFENDED EGlUIFMENT SUPPORT, SEE DETAIL 1111118 AND DETAIL 1A'1I8, HEATINcli COIL SECTION. COOILING COIL SECTION. NOT USED. &FACE FOR RETURN AIR PLENUM. ACOUSTICALLY TREATED EGlUIFMENT ENCLOSURE. SEE ARCI-IITECTURAL D~- EXHAU!T GRILLE. SEE PLANS. EXHAUST DUCTIJJOJ.:K FAN AND MOTOR 5ECTION. FILTER SECTION FIELD FABRICATED MIXING eox. DOU6LE WALL THICK INSULATED P..wELS. PROVIDE INTEF<NAL LINER OF 24 GAOC.E PERFORATED SHEET METAL TO SECURE THE INTERNAL INeuLATION. (TYPICAL ALL SIDES) EXTEND PLENLM TOP TO UNDERSIDE OF STRUCTURAL STEEL. PROVIDE STEEL ANGLE BRACING OF THE TOP PANEL OF PLENUM TO ELIMINATE P055IBLE Yl6RATION. Date= 511 5191 Job No: 2958 5 -I 5 -9 7 R.AN C1-1ECK SL8Mlrr AL 6 -20-9 7 R.AN GECK i<ESU3MITT AL 7 -8 -9 7 BUILONG PB<MT 7-15-97 FOO BIDS 10-20-97 F~ 111331D ' I I I ' -------/ SEVIER SISICOWIC ENGINEERS CONSULTING MECHANIC,',L ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO, CA, 92117 (619) 561-2161 FAX (619) 581-2026 Carlsbad City Library ,_ •' CardlNel_lfMcGraw Archit~ts l Architecil.re Plar-ri"g Wericrs ' I I '• ' MEbHAN!CAL E_.EVATIONS S1 ccnc:I Aveni1, 811!"J WA B Slreel San Dlago CA f ' ' •. ··M23 98101 2(18 622-2311 92101 619231-0751 PS 072092111!11 ,,. I ' ' ' j I ! • -------~--------------------------------------------------------------------------------------,.--------------------------------------------- SYSTEM APPAR.ATUS OR AREA POINT DESCRIPTION SYSTEM POINT(S) UNIT (STATUS) Su,..,r.lv Fan S.oace Temperoture Sunnlv Air Temperature Return Air Temoerature Outsfde Air Temoeroture Mixed Ak TemDerature Supply Statk Pressure BuHdinci Static Pressure Ret. Air Retatlve Humidltv OuL Air Relative Humiditv Freez~Stat O.A. Enth-alnv Switch Heot1n a Coil Coolinr"l CoTI Inlet Guide Vanes Mlxed A1r Dom:oers Humidifier Fire S\.l'<l tern Shut-Down Electric Heat Stac1na Ox Coil Stoc ina Extra Anoloa Outo-ut Point Extro 0escrete Out. Point Return Air Fon INPUTS A/f w "' ~ w .. ?: "' "' ~ w a n. ,,-" I±! ::, "' :c .. • • • • • • • D/1 :c ~ !i: "' 5 I= 0 I±! [ "' I<! .. ~ !'; i:l < ' ,-. ll: 5 "' • • • • • • • • • OUTPUTS D/0 A/0 !'.I ~ i}i ~ ~ !'.I !1i1 ~ ~ ~ • • • • '-'-- I-::, ~ 5 " z ~ "' i • I ! ' SYSTEM FEATURES • • • • • • • • • • • •• • POINTS LISTED .. .. * VIA COMMUNICATIONS FROM MAIN DDC SYSTEM CONTROLLER POINTS LIST -AIR HANDLERS NO e,(:ALE EXHAUST AIR BAROMETRIC RELIEF DAMPER ; RETURN AIR 480 V, 30 STARTER 120V/10 FILTER HEAT'G COIL COOL'G COIL ' SMOKE DECTECiOR IN SUPPLY DUCT .------, SHUT DOWN AH/3, AH-4, AH-5 & AH-7 OUTSIDE AIR AIR COMMUNICATION BUS 120V, 1 ¢ AO MIN/MAX OA DAMPER Al 01 CONSTANT VOLUME CHILDREN LIBRARY GALLERY Al AO AO SUPPLY FAN 1-'"'-ir---;--,r--;----,, HIGH DI DO Al Al ROOM SENSOR ,--~ AIR HANDLER PIC CONTROL PANEL 2-WAY VALVE AH/3 3-WAY VALVE AH/4 3-WAY VALVE AH/5 & AH/7 VlDEO PRODUCTION ~-3-WAY VALVE AH/4 & AH/5 & AH/7 AH-3 AH-4 AH-5 AND AH-7 SYSTEM CONTROL DIAGRAM NO SCALE EXHft.UST AiR OUTSIDE AIR AIR EXHAUST F.AN EF /8 COMMUNICATION BUS 120V, 1 ¢ AO CURRENT SENSING RELAY FILTER T N.C. HEAT'G COIL Al DI Al AO COOL'G COIL SUPPLY RETURN AIR 480 V 3¢ FAN -'"'7.----t-----,--SHUT DO\\N AH/6 &£F /3 AO CHWS CHWR LOW HIGH DI DOAI Al ROOM SENSOR AIR HANDLER PIC CONTROL PANEL CONST ANT AIR VOLUME MEETING ROOM AH-6 SYSTEM CONTROL DIAGRAM NO SCALE 4 M24 M24 CARRIER COMFORT WORKS ~~g~ 11m 1mrn 1111111111mrnrnnmrnn ......,,..,.,,__, "''- ® 120V/ 10 § liiiil [iii D 0 80 NAM TYP EF [l:'. w 120V /llli ® ---I REFRIGERANT ,-""11 ::i 0 [l:'. ,_ ALARM Al DO-START /STOP 1-------------tii-' DI-STATUS z 0 u HOT WATER LOOP CONTROL § liiiilliiiil D ·o 80 AUTODlAL GATEWAY cw LOOP CONTROL 120V/1¢ ® 0 0 -st-ID SYSTEM ARCHITECTURE NO SCALE EXHAUST AIR N.C. VARIABLE SPEED DRIVE I A/H 1 TERMINAL SYSTEM MANAGER TYP. OF 2 c::[J CH-1 A/H 2 T j RETURN AIR T A/H 3 T c::[J CH-2 A/H 4 TYPICAL AV WITH EHEAT T DIGITAL AIR VOLUME BOX PRESSURE INDEPENDANT 1:ICl/24-11" 40\1_., TR-SFORM.bt i---120V/10 ® TYPICAL REHEAT COIL 3 WIRE COMMUNICATION SUS A/H 5 A/H 6 A/H 7 TYPICAL AV WlTHOUT EHEA T T T T T ~ADJUSTABLE ROOM THERMOSTAT WI TH OVERRIDE T RETURN FAN-1 480V 3¢ 120V /1 ¢ OUTSIDE AIR AIR N.C. COMMUNICATION BUS 120V, 1 lli AO AO Fil TER Al Al DI HEAT'G COIL Al AO COOL'G COIL AO SUPPLY VARIABLE SPEED DRIVE FAN ,,_._,..._,l----+----l---,!,---------1 \ DI DO AIAI Al ROOM SENSOR AIR HANDLER PIC CONTROL PANEL V A V CONTROL MAIN HALL.READING ROOMS.ETC. AH-1 SYSTEM CONTROL DIAGRAM NO SCALE EXHAUST AIR MINIMUM OUTSIDE 480V, 3¢ HIGH 2 SPEED MOTOR STARTER EF-4 RETURN AIR 480V, 3lli L-<>"".o:-17 2 SPEED MOTOR SMOKE DECTECTOR IN SUPPLY DUCT SHUT DOWN AH/1 & RF /1 2 M24 OUTSIDE AIR AIR FILTER HEAT'G COOL'G COIL COIL C SUPPLY STARTER ~-'--'->120V, 1¢ L:::::::;;~~--j SMOKE DECTECTOR IN SUPPLY DUCT DAMPER CLOSED ON LOW SPEED DO DO DI T Al LOW 01 Al AO AO FAN CHWS CHWR LOW HIGH DI SHUT DOWN AH/2 &EF /4 I-+--+---ROOM SENSOR DOAI '120V, 1 ¢ =:::L_--.--_________________________ J AIR HANDLER PIC CONTROL PANEL COMMUNICATION BUS CONSTANT AIR VOLUME AUDITORIUM BUILDING AH-2 SYSTEM CONTROL DIAGRAM NO 5CALE 3 M24 Date: 5115,97 Job No: -~ 5 -I 5 -9 7 A...AN OEO< SLBMTT AL 6 -20-9 7 A...AN CHEO< RESLBMTT AL 7 -8 -9 7 BLILDt-lG PERMIT 7-15-97 Fa< BOS 10-20-97 FCR REBID 120V/1¢ © CONSULTING MECHANICAL ENGINEERS 4375 JUT LANO ORIVE, SUITE 100 s,i; DIEGO, CA. 92117 (6jg) 581-2161 FAX (619) 581-2026 Car!sba.d Ciiy, Library Cardwell/McGraw Architects 2958 Architecture Plani'li~ Interior~ MECHANICAL CONTROL DIAGRAMS \ M24 1221 Seem:! AvenJe Seatllr WA 98101 206 622-2311 \ \ .,._,_, .,c (_/ 701 B Slreel San Diego CA 92101 619 231-<l75t ·-. PSI 01'209'2 I I 1-!!t w ' 0 "' • SUPPLY DUCT ~ ,... •• • " . > > ffi IONIZATION TYPE • • SMOKE OEJECTOR RELAY \ 9 * , ' I ' i.,,, / 120V/11 © \ L M ® SEQUENCE OF OPERATION ® ' , ' , TO AC UNIT FAN STARJER @ @ BY ~ECHANIC/\1. © BY ELECTRICAL 1) IN CASE OF FlRE COND1110N AS SENSED BY THE SMOKE DEJECTOR, THE AC UNIT SH ALL BE AU TOMA TIC ALLY SHUT 00\IN, SMOKE DETECTOR CONTROL DIAGRAM NO Sc;ALE SYSTEM APPARATUS INPUTS DUCT MOUNTED ffiE IONIZATION r--:==::-----7"',PO\IER OPEN/ FAIL CLOSE SMOKE DETIECTOR 120V/1!i) © FlRESTAT JUNCTION BOX © RELAY M >-+-1• :;I!' 4-.=::t--7 12ov;1~1f"\ POWER 'LJ SEQUENCE OF OPERATION FIRE CONDITIONS -\\HEN TEMPERATURES IN EXCESS OF 165T ARE DETECTED, THE DAMPER v.lLL CLOSE AND LOCK. SMOKE CONDITIONS -\\HEN A SMOKE SIGNAL IS DETECTED, THE DAMPER WILL CLOSE AND REMAIN CLOSED UNTIL THE SMOKE SIGNAL CEASES. TIHE SYSTEM WILL TIHEN RESET AND THE DAMPER WILL OPEN. DAMPER WILL BE CLOSED \\HEN SUPPLY FAN IS NOT OPERATING. SMOKE/FIRE DAMPER CONTROL DIAGRAM NO SCALE OUTPUTS SYSTEM FEATURES DAMPER ACTIUATOR SMOKE/FIRE DAMPER @ SUPPLY FAN ® INTERLOCK OR AREA POINT A/I D/1 0/0 A/0 DESCRIPTION " _.J "l z 0 [; i" /:: § :, ~ l\' w e 5 ~ /:: ;) 0: § I-1/1 " m ~ i? !i: r ::, 0 5 :,: z u :::J -< w w -< Ill hl "' z 0 0 i 0 ~ .... /:: "' -< I-z w z "' 0 -< ,. 0: [5 (,'. w ::I ::, "' ,. § w ::, 0 I!; "l z i? i? z e w Q i'i "' "' w "' 0. 0 u :::J .. 0 ~ ::, "' w ;!: I" " 0 F ~ :, i'i m "' "' F I z "' z I-:, ~ "' z ::, 0 Ill 0 a; $ 0 "' [5 I!! 0 ':'l ..J F II! 6 F 8 ~ 0 z "' -< ~ w w "' ::, 0 w 0. w 5 m w w F ll. ll. ll. ti! I-::, 0 "' '!I "' "' :;: -"' .. '-' r i'i ~ ~ "' ::, ~ "' vi § " z =' 0 -' 0 0 " <I> 0 ;,: .. '!I 5 I ~ ~ ~ i 0 I!! ;? < It: ~ w "' ::, < F ::: <.> -' w Ill :::J ti! i -< 0 -< 0. t" 0 "-"-~ < F a z I-::, F "' Ii ,. '-' ,. z "' ::, w "' l f~ ;;; z °' ~ °' o ii "' :g z < I-<( (L " >-a ;;; ~ ~ ::: ~ w 0 w ~ ::, -"' ~ -' ,.. 0 <( 0 z I " a' " i ~ ~ ! ii ::, 0 I F I'! C<'. 0 <( ie ~ -(L "' (L I'! ~ "' (L w i .. ti ~ !/' ~ ~ ~ ~ 8 e, > ~ z < " a "' w '.':i SYSTEM POINT(S) ::, ii! 3: 5 ~ i'i /j ; < bl ~ ~ :, ~ ~ !!l w "' "' 0 ;;; "' (I) (L r F 0 "' "' J: "' " a. -< UNIT (ST A TUS) • • • • 2 • • • • • 4 • • • • •• • • Leaving Water • • • • • Entering Water • • • • Run /Stand-By Switch • • • • Compressor A • • -· Compressor B • • Compressor C • • Compressor D • • ' Unloader #1 I ' Unloader #2 ! ' Liquid Line Solenoid #1 • i Liquid Line Solenold #2 • Soturated Suctlon Cir" #1 • Saturated Suction Cir. #2 • Saturated Cond. Cir. #1 • Saturated Cond. Cir. #2 • Oil Presser Cir. #1 • Oil Pressure Cir. #2 • • Refriger-ant Press. Cir. #1 • ' Refrigerant Press. Cir. #2 • ' Exp'~ Valve Position Cir. #1 • Exp. Valve Po-sition Ck. #2 • Reset Temperature • • Ch Wed Water Pump • • : Candensor Water Pump • • : POINTS LISTED ..... VI A COMMUNICATIONS FROM MAIN DOC SYiTEM CONTROLLER .. OPTIONAL INPUTS CONDENSATE OVERFLOW SWITCH, CHECK f"IL TER SWITCK AND FAf.l STATUS SWITCH, REFRIGERATION MONITOR SPACE SENSOR 10k THERMISTOR ELEMENT WITIH SHORTING ,TYPE OVERRIDE BUTTON AND LOCAL RJ45 COMMUNICATIONS JACK. POINTS LIST -CHILLERS NO SCALE DIV 16 ® 120 VAC POWER E ~. 16~6 ®,~ROOM STAT 0._M -SET AT 85'F \::::'.I DIV 15 WIRE TO LOCAL DDC@ PANEL DIV 15 .1,-....iCURRENT RELAY@ EF MOTOR (~i) CONTROL CONTROL DIAGRAM NO &CALE 460V/3¢ © ...,_~~ 01sc.(D i~ MOTOR @ CONTROL INTERLOCK W/ REFRIG LEAK DETECTION SYSTEM ROOM STAT SET AT 85'F @ TO DDC@ PANEL CURRENT SENSING RELY® CONTROL DIAGRAM NO $CALE I I 480V, 3\11 . 480V, 3¢ 480V, 3• 2 SPEED Ill STARTER fflSTARTER MOTOR • • I I / ~ ~ • ../1 [I] "I . I I 480V, 3¢ COOLING Ill STARTER TOWER , CT-1 I -.'t PUMP I'-. P-3 v \ CH-1 CH-2 -r--... I, V rn I 480V, 3¢ Ill STARTER A --. y" PUMP Ill P-4 1 III480V. 3\11 l'jr A STARTER J:. 111 PUMP ' P-1 • [I] 480V, 31!1 Ill STARTER ~ ' ~ • I II PUMP [I] I P-2 ~ ' ' -~ ' ~ ' CHWR CHWS Al DI WIRING LEGEND LOW VOLTAGE CONTROL l'.1RI LINE VOLTAGE CONTROL WIRI NG NG 6 6 30 POWER WIRING, BY DIV. 1 1 \11 PO'M:R WIRING, BY DIV. 1 1 20/:24V 40V.-. TRANSF'OR~E:A 120V, 1\:l '-'- ~ g I/ 11,, □ ,, 0 □ g / 0 st ~-~ I/ <O . . g / Q:'. : w mi / ..J ...J tiill 0 1'.11111 Q:'. >---11 1 ~ ~ z . , . CHILLED WATER SYSTEM CONTROL DIAGRAM NO SCALE ,------------------<] HWR 120V, 10 BOILER B-1 480V, 30 STARTER HWS D.S.A. SENSOR ON NORTH WALL Al DI DO SPACE HOT HEATING SYSTEM CONTROL DIAGRAM NO $CALE 208V/1¢ ® I !DiSc.(D i If It 208V/1¢ ® I ID ISC,® DIV 16 ® 120 VAC POWER E DIV 16 T.O.L. ,WALL SWlTCH @ □ □ . • . . . . ; • I • • • . . • . ! ; • • • --24V DIV 15 WIRE TO LOCAL DDC ® PANEL --~24v ' 12 CONDUCTOR ® ® CONTROL PANEL PROVIDED BY UNIT MANUFACTURER COMPUTER ROOM AC SYSTEM CONTROL NO SCALE NOTE, 24 I-IOUR OPERATION M25 DIV 15 J-----lCURRENT RELAY @ EF MOTOR ® CONTROL CONTROL DIAGRAM NO SCALE I no/24Y 4-0VA TRANSF"OFl!Me'.R fiill ■ -tiiii!I 1'.1111 IZ] IE IE IZI IE IE IZ] IE 0 0 v "' Q:'. w ...J ...J 0 Q:'. >---z 0 u f-- Q:'. 0 le. ::; 0 u . ' - 0 IE u IE >---= IZI Q:'. ,; II 0 . le. • ::; . . IZI 0 ,: i IZI I u DO IZI EMERGENCY SHUT-DOWN SWITCH FOR REFRIGERATION MACHINERY ROOM EQUIPMENT. WIRING LEGEND l~ I LOW VOLTAGE CONTROL l'.1RING ~ I LINE VOLTAGE CONTROL WIRING 120V, 1111 .30 POWER WIRING, BY DIV. 16 1\li POWER WIRING, BY DIV. 16 DIV 16 ® 120 VAC POWER DIV 16 T.O.L. DIV 15 WIRE TO LOCAL DOC@ PANEL DIV 15 .1,---.1 CURRENT RELAY ® EF MOTOR <D®®® AND /rn CONTROL I 2 3 5 '\_fJ CONTROL DIAGRAM NO SCALE Date: 51 1 5191 Job No: 5 • I 5 • 9 7 A..t>N Ci--ECK SLBMTT Al 6 · 20-9 7 PLAN Ci--ECK RESLBMTT Al 7 -8 -9 7 BULDl'JG PERMT 7-15-97 FOR BIOS 10-20-97 FOR REBID ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUTE 100 SAN DIEGO, CA 921-17 (819) 581-2161 fAX (619) 581-2026 Car~d City Library Cardwell/McGraw Architects Architecture Pia.ming Interiors 2958 MECHANICAL CONTROL DIAGRAMS M25 1221 Second Avenlll Seallla WA 98101 208 &22-2311 701 B st eel San Diego CA 92101 619 231-0751 PSI 012092 l I I !5 I I ' I --WATER HEATER SCHEDULE . GALLON Ji<ECOVER'Y 1'EMP. 7-WEIGi-iT M~ !"ff< c MODEL TYPE CAP. AT RISE VOLTAGE LeEI F<EMARIC:5 1&0' Rl&E 'F IIWJA TER LIi-i /11~\ AO. SMIT!-1 ELECTRIC 20 20 1&0 212le/3/~Z ~ 21!1 OR EQUAL eY RI-IEEM, ' I / D&E-20 LOCI-IINVAR, OR &TATE. ' 11:i:i\ AO. SMIT!-! ELECTRIC 30 41 1&0 2061!/60!-IZ hOOV OR EQUAL eY RHEEM, ' 2 .I D&E-30 /--320 LOCI-IINYAR, OR STATE. , 11~\ Cl-li;tONOMITE INSTANT-LCIJ/ 40 Deg. F. 40 20811/60MZ 3001v OR EQUAL er EEMAX \3/ S-30LP AN~& U~ • 0.SGPM /1 .. --OR HOT AGlUA . /111\.1 \ CI-IRONOMITE INSTANT-LCIJ/ IF!d 40 Deg. F. 3 --OR EQUAL er EEMAX \4/ S-30LP ANEOUS U • 0.S GPM 40 20ell/601-!Z /2---OR HOT AQUA w AO. SMIT!-! GA& 1!1 114 60 --/4 920 OR EQUAL eY RI-IEEM, eT-60 FIR!:D LOCI-IINVAR, OR STATE. M WATTS EXPANSION 3.0 ";/ 32 MODEL DET-I2 TANK ------11 318" DIA. x 14 1/4" I-IEIGI-IT - /s::T\ WATT& EXPANSION 1.25 --MODEL DET-S \2/ TANK ------11& e 318" DIA x 12 112" I-IEIGHT -- ~ FIXTURE UNIT SUMMARY QTY FIXilR: RJe PVT FIXTURE UNITS FIXTURE UNIT& -WATER SEWER 2b WATER CLOSET <FY) X X 10 • 260 )( f, = l!:>6 4 ~INAL X X !; • 20 X 2 • e 24 LAVATORY X X 2 • 4e )( I • 24 E, SINK ' X X 4 = 24 )( 3 • le 3 MOFSIN< X X 2 • E, X II, • 18 I 51-lO'J!:lt X X 4 • 4 X 2 • 2 3 DRINKING, FOUNTAIN X X 2 • 6 X 2 • 6 & HO&E etee /OUTSIDE) X X 3 • 24 ----I-IOSE elee (INTERIOR) X ------1-10&E aIee <ROOFJ X ---- 14 FLOOR DRAIN ------X 2 • 2& 4 FLOOR SINK ------X f, • 24 1 EMER:iENCY 51-iCIJ/ER ----c EYEWA&M TOTAL 392 2e4 WATER GiFM /392 •> 126 GFM COOLNG TOWER WATER MAICE-\.IP 6 GFt1 FOUNTAIN WATER M.«E-UP lGFM TOTAL · I33GFM , ' , FIXTURE CONNECTION SCHEDULE :!:-_ ·_ .~M l'"IFE &IZE &YM OESC~IFTION w V cw I-IW @ WATffi!: CLOSET 4 2 1112 --. <§ WATeFi: CLOSET 4 :I 1 1/2 . -- @ WATER CLOSET 4 2 1112 -- @ WATeR CLOSET 4 2 I 1/2 1/2 @ URINAL 2 2 11/4 -- @ LAVATORY 2 2 --0 @ LAVATORY 2 2 --0 @ LAVATORY 2 2 --0 ® &INK 2 2 1/2 112 ® SINK 2 2 1/2 112 @ MOP RECEPTOR 3 2 112 112 -@ -SI-ICIJ/ER 2 2 1/2 1/2 © ELECTRIC 2 2 1/2 --WATER COOLER @ FLOOR DRAIN 2 2 1/2 -- @ FLOOR &INK 2 2 --·--. ® FLOOR &INK 2 2 ---- @ DECKDFi!AIN 3 ------ @ I-I05E Blee ----3/4 -- @ I-I05E Blee ----3/4 -- @ I-IOSE eIee ----3/4 -- @ ROOF DRAIN CD ------ ® ROOF DRAIN 0 ------ © OYEF<FLOW 0 ROOF DRAIN ------ @ OYEF<FL.OW 0 ROOF DRAIN ------ @ EME~ENCY ----I 1/2 --EYEWAe!-1 c S+-IOWER NOTES, 0 SIZE A5 NOTED ON ROOF PLAN 51-!EET P-5. 0 !ENSOR OPERATED FLU51-1 VALVE OR FAUCET. 0 SEE DETAIL 3/P-6 AND 2/P-1. 0 1/2" TEMPERED tUATER SUPPLY. t ~MA~ - - WALL 1-lUNG, FLlJ&t.t VAL YE 0 . WALL !-II.NG, FI-U51-1 YAL YE 0 ADA ACCE5&I61-E FLOOR MOLMED, FI-US!-1 VALVE 0 FLOOR MOLMED, FLUS!-1 YALYE 0 ADAACCE&SleLE WAL.I-I-IUNG, FLU51-1 VAL YE 0 ADA ACCESSl6LE COUNTERTOF MOUNTED GXD ADA ACCES5I6LE WALL I-IUNG ©:v WALL I-II.ING ~ ADA ACCESSIBLE COUNTERTOP MOI.NTED SINGLE COMPARTMENT 18.SJ COMP~~r"fuit~1~TANT I-IOT "I FLOOR COl-lNER MOUNTED FAUCET WITH VACUUM ~AKER Fle~A&S &TALL WITH OltAN ANO eALANCING MIXINCs VAL.111: AOA ACCEe&leLE DUAL HEIGHT ADA Accee&IBLE - !;" DIAMETER Nla<EL elilONZE -~ 12 "xl2" WIT!-1 1/2 GF!A TE - &" DIAMETER WITH 1/2 GRATE 6" DIAMETER WlT!-1 VACUUM eREAiC:ER (CI-IROMEJ INTERIOR ·, WIT!-1 VACUUM er.:EAKER (BRAS&) EXTERIOR - RECEe&ED I-IO!E Blee IN BOX ~TH COYER AND VACUUM BFi!EAKER 12" DIAMETER a 1/2" DIAMETER 12" DIAMETER WrTH WATER DAM e 112" DIAMETER WITH WAT~ D.<IM FREE STANDING J GENERAL NO •:s§.~=====1 YTILIIX NOTES, I. PROVIDE GAS !"ETER t SERVICE. PAT ALL CI-IAlll:iE& AND ~YIPE EXCAVATION AND BACKFILL AS f<EQUIJl<ED. et/SIEP PIPING I. CAUTION, CO,ITFi!ACTOR &HALL EXERCISE EXTF!EME CARE TO AVOID DAM.<16E IN EXPO&ING 11-!DE~ SERVICES. Tl-IE CONTRACTOR &i-lOULD REQUEST TI-IAT UTILITY AGENCIES LOCATE AND MAI-K ANY UNDER- GROUND PIPING OR CABLES THAT MAY BE IN Tl-IE AREA OF u.t:l~. 2. ~IOR TO l'eTALLATION OF ANT BURIED PIPING,, Tl-IE CONTRACTOR &HALL PI-IYSICALL Y VERIFY Tl-IE EL.EYATION, SIZE AND MATERIAL AT THE POINT OF CONNECTION. l!IAGJ(FLQW FSQTECTIQN L FEl'<MANENT VACUUM BREAKERS SI-IALL 5E INCLUDED WITH ALL I-IO&E 6166$ t MOP !<ECEPTOR SINK FAUCETS. ENER©: CQN&EBYATIGI NOTES, t MAXIMUM WATER FLOW IAT FIXTU~S, LAVATORY -2.!> GFM SIN!<. -2.S GFM SI-IOWER -2.!> C.R"I URINAL -1.0 C.AL I FLU&M WATER CLOSET -1.6 GAL I FLU&!-! 2. WATER I-IEATERI'!) &I-IALL. eE LISTED ON CALIFORNIA ENElll:iY COM1IS&ION DIF<ECTORY" OF CER!'IFIED WATER I-IEATER:e. 3. CONTRACTOR &MALL. ADJU&T WATER HEATER Tl-l!:R'1o&TAT SO TI-IAT Tl-IE MAXlM\.IM TEMPERATURE OF I-IOT WATER euFR..IED rs 121!) DE~E& F.· 4. FUBLIC LAYATO!,!IE& SHALL. eE &ELF-CLo&INCi FAUCETS, IIATH 10 SECOND MINll'U"I RUN Tt1E. CQNPHAIE PBA!NAG:!', -!. COORDINATE ELEVATION OF AIR CONDITIONING! UNIT5 ~QUIRING Cot-N:CTIONS UJITI-I I-IYAC &ECTION OF THE UJOJl<K SO TI-IAT F'ROF!:R SLOFE OF CONPENSATE LINES CAN BE MET. NOTIFY Tl-IE I-IYAC INSTALLERS WELL IN ADVANCE OF TtlE IN&TALLATION OF Tl-IE I.NITS OF Tl-IE MINIMlr-1 leGU!RED ELEVATION. AREA SEPAAAIIA)I WAI LS, \. WI-I~ FLUM61NG PENETRATE& Tl-IE AJl<EA &EFAAATION 1tJAI ! SU~ACE, THE SECTIC!II FAS&INCis Tl-I~ Tl-IE WALL SUll!FACE AND TME FIXTIJJl<E CONNECTIONS ATTACI-IED TI-IEll!ETO, SI-IAU. BE ONLY a= MET AL. !ILQFE Of eu.tielNG EiXEiIEMEi I. &o!LIUIA&TE FIF'ING 2. ROOf D!UINAGE FIFING 3, VENT PIPING 4. CONDENSAl'E D~IN FIF'INGI FISE F'SQTECTIQN NQTES, 2"-MIN. 2"-MIN. 2"-MIN.· 1"-MIN. I. ~YIDE COMPLETE AUTOMATIC WET FIFiE SFRINl<.LER SYSTEM FOR AL.L NEW STRUCTURES. 2. F'ROY1DE INERGEN FIF<E &1.1Pf'11<ESSANT SYSTEM FOR COMFUTEFi! ~OM I~ 3. Tl-IE INSTALLATION OF AUTOMATIC WET Fl~ &FRINKLER SYSTEM SI-IAL.L COMFJ.. Y WITI-I Tl-IE uec &T.ANDAF<D NO. 3&-Mfl"A 13. 4. PL.AN& FOR ALL FIRE PROTECTION, INCLUDING I-IYDRALII..IC CALCULATIONS, SHALL 6E &ueMITTED TO Tl£ Fl~ MAll<S+-IAL FOR AF!"ROYAL FRIOR TO INSTAL.LATION. S, FIRE S!'"RINKLER STSTEM FIF!E ALAR'! &MALL eE ALSO CONNECTED TO CENTRAL ALAR1 SYSTEM. COORDINATE WITI-I ELEC1'<.!CAL -LEGEND , SYMBOL ABBR DE0CRIFTION w. 01' &. WMTE Olli! 601L f'IPNG AB0"1: Gl'IADE ---w ..... 6, WAITE OR &OIL l"ll"NG BELOW GIUOE -----V &ANIT Allt'T" "1:NT f'!l"lNCi ---CUl COLD WATER l"ll"il'ri ----!-IIU HOT WATER l"ll"N:i ' -TW-TW TEl•lf"EIIIE~ WATM C>ll'll!CTIGIN q,' l'LOW -G-6 GA& f'lr"ING '< e,n IUC. TO 14'" UJ.C.J -I-PG.-MFG I-IIGl-l l"R!eel.lRE GA& l"lf'ING txcl a..v, GATE VAi.VE ---6---av, BAL.I. VAL.YI! -1"5!-GG. GA&COOK llJ' PCO FLOOR CLEANOUT (l/ a.co ~ECLEANOUT' I wco WAL.I. CI.EANOIIT Ill-IA< ) WATER I-IAMMER Allile&TER (!".DJ. SIZE> J:L \ITl'I: VENT~ROOF -i;ii:>-RC> !IWGII' C,R,IJN FIFING .MD ORO OVEfill"LOW ROOF DRAIN PIPING -,.,. Tl" TIUPPRIMeFl -F-F Fll'II! llif'!l!INl<LEI'<: 61:l'!.VICE 1YF' TYr"ICAI. 6C>G41! &AN DIEGO GA& AND EI.EC1'RIC 6f'M GALI.ON& P"Ellt MINIJTE l'JJ. FIXTI.IRE I.NIT -l'l!l!T f'l!llt eecoo F.V, FLueM VAi. YE F.T. FLUl!il-l TANI<. &.6 . &TAlloLE&& &TEEL WI WITM PVT Flii!IV A TE AiC AeoYECEILING ll/G U1'C>l!M~ 6.6. &TAI"'-!:&& &TEEL WATER CALCULATIONS METER LOCATla-1: SEE CIYIL PL~ ~~~~~----------- TOT AL DEMAND FLOW ____________ __,I3:c:3:....:G:::.FM-'-'- FLUSI-IOMETEFi! [Z] T llNI< m-E O Fl~& f'!liEDOMINANTL Y USED, !OFT WAlai! CONl'ECT!ON WILL□ ~ WILL NOT BE USED. ~ OF BUILDING STORIES, 2 ~GlJlfED METEFi! SIZE 2 1~1-1 INCi-i GFM AT 80% CAPACITY EACI-I. RcQUIFi!ED STREET SERVICE 51ZE NOMINAL. PRESSURE AT MAIN 3 INCi-i DEVELOPED PRE&eURE L~ TH!iiOUGI-I METffi!: 60 PSI 1 PSI eAa<R.au Fl<Ev1:NT~ FiEGl'D7 re& IRl NO □ Meeu.E Loee 1 P&I l'ETEFi! TO MIGi-EST OUTLET, n K .-43 PSti!'T. 1.3 PSI PRESSURE REGULATOR REQU~Dl YE& 0 NO [2g __ Pol P&I li£GUJ.ATED Fl<Ee&Jli£ __ PSI K 0B -- RESIDUAL PRES~ REQUIRED 20 Pol FREeet.lFi!E AVAILABLE FOR Di.oF /DESIGN f'!liE55UREJ MAXIMll1 LEIC.Ttl Cf WATEFi! SY&TEM &FT. /L&IGTM x 12) 23J PSI 484! FT. 4.IS PSI ALLOWABLE MAXMUM FRICTION LOSS PER 100 A!ET Cf Fff'E, PIPE SIZING SIZE <INCI-IJ GFM MAX11'1.1'1 FIXTUlli!E UNITS FIXTURE UNrT& VELOCITY /FF& FLUSI-I TANK FLU51-1 VAL YE 1/2 2 2,9 2 -- 3/4 !;.S 3!:l 6.S -- I 12 4,1 lb -- 1114 w S.3 30 s 11/2 33 6.0 6121 • 1& 2 10 12 22!; 110 . 2 \/2 12!1 &.0 S0S 39,f) :; n0 8.0 15121 100 GAS CALCULATIONS DESGRIPTIQN cm:: STIJ INPUT EA 6TU INF'UT TOTAL HVAC, 60ILER I l,1!5e,OOO 1,1se-,ooo f,'11.A. TER HEATER I (r,H-5) 15,000 15,000 BTU INRIT TOT AL I ,e-aa,ooo BTU CF1-1 INRJT TOT AL /BlU 11000) 1833 CFI-I TOTAL DEYELOPED LENGT!-1 OF FIFE /&Y&TEM A) 3!10 FT. TOTAL DEYELOPED LENGTI-I OF FIFE /SYSTEM BJ 50FT. AU. GAS PIPING SIZED PER B94 lFC, TABLE 12-3 @ FOR GAS PIPINC. DIAGFi!AM !EE Fl0 GAS PIPE SIZING (SYSTEM A> 13!10 FT.> /DOMESTIC WATER I-IEATERJ FIFE SIZE MAXCR1 I" 100 4" 3401 (SX$TEM 6) (SIZI FT.) (tlEATING SYSTEM 60ILERJ PIEi; SIZE MAXCR1 2 It.!" 2103 Oatec 5115191 Job No: 5 • I 5 • 9 7 PLAN Cl-ECK SLSl,IITT Al. 6 • 20-97 PLAN Cl-ECK l<ESI.BMITTAL 7 · 8 -9 7 BULONS PERII//T 7-15·97 FOl2 BIDS 10-20·97 F012 =ID • SEVIER SISKOWIC ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO, CA. 92117 (619) 581-2161 FAX (619) 58l-2026 C811sbad City Library ' Card'l.lel/McGraw Arctitects ,, 2958 . Architecture Plannir:Ji-~S • PLUMBNG SCHEDULES. LEGEND.NOTES , 1221 Se :,:11d A.,.... S111'h, WA 98101 208 822-2311 70I B Sheet Sin Dllgo CA , -921>1 619 23HJ151 ;, PB 07'209'21115 ' I ,--. .,,,.---..) r .,_ ------- ---- ..... ----~---~ ~---... -........... r··, -· -': --?;: ,.'......,_._,,_,._ .... --.... ":::.; I I:• ,· ' ' ' . -~ 7. --.,_;:::;:7 (,)c~!:>40 S.F.) ~ ~ -,• ~·· '(----nt-1 ~ __. -. --,-,--l"' r,, :r-0 • -, . r--ug,; . , '' I ~ ,e;c~,-··· ; 1, i,i ,.'-1•;:__.,,~:.~:i.,", {. I" y<S400 Sf.> · ' -Cf!-<&400 5.F) -'-'--;;, ,, ~--·..,_:_,. · 11 G . -, ··;----,--,.~ ,.~,,.. : -yll<" :fi~~~~__f '8 ' ' ' -_ -.-:. I -• -~ ----._ .. _ -~ = - =:---...l) ... ~_...,._.......i 2 ~ • • I ,L HM zb • .L :nlft II If-----------~t.~ 51 I O -~ .. -::.• j -r ----i ----' ' ------,,--.! ' ' --·--i ' '&.,. .......... .&.",......,.. I • -· • ' i --.. - ' • ----_ .... "''.: . • ~ .. ___________ - ' -' . ' - ----------1--------- Gallery .,..._-__ .-..!.. .... ---• / . / .- _, / , _, , SITE PLAN -PLUMBING SCALE, l" = 30'-0" -------------- ·-_____ . ..,.. __ _ /' / , , (2240 S.F.) T .< ' -,, ' -.. , ....: • I ··--r. .. . -. ·- I .- / C ------------------. -- ' ,. , --- , , . -· , ,, A -· ~ ,.- 0 ' ., _,. -· , 0 # , / 0 ,, ,· © 0 © G) © ® @ © ® ® @ ® SHEET NOTES Ffi!OYIDE NEW I-IFG SERVICE F~1 EXISTINC:s I-IFG MAIN TO NEW GIAS METER PER NOTE I UTILITY NOTES Of GENERAL NOTES SI-IEET P· l. TRENCI-I AND 6ACt<FILL Sl-lALL 6E PEF<: S.06. • E. STANDARDS. Ff<OVIDE N~ GAS METER EXISTING I-IFG MAIN. SIZE PND LOCATla.l PEF<: SDGtE ENGINEEF<:ING DEFAF<:TMENT MAP. CO'INl:CT TO EXISTINGI I-IF<:!. MAIN WITI-I SI-IUT-OFF VALVE PND VALVE eox FO-NT AIN, SEE SI-IEET F3. !ii" RD F.0.C. TO CIVIL DF<:AWINGS (SIM. TO 41P4). &" RD P.O.C. TO CIVIL DRAWINGIS (SIM. TO 4,P4). 3" CW P.O.C. TO CIVIL DF<:AWINGS (133 GF'M) &" S. P.O.C. TO CIVIL DRAWING!e (2a4 F.U.J < 1.e., 1a2.11 '>. &" F. F.0.C. TO CIVIL DRAWINGS 4" RD FO.C. TO CIVIL DF<:AWING:5 (I.E.,lal.00') &" RD F.O.C. TO CIVIL DF<:AWINGS (I.E.•la&.OO'J 3" RD F.O.C. TO CIVIL DAAWINGS (I.E.=181-'!'0') 3" S. P.O.C. TO CIVIL DRAWINGS (I.E.•1842!:i') 4" S. F.O.C. TO C!V!L DFi:AWlt,k:;,S (I.E.•la&.00') I Date: 511 5191 JobNo: 5 -I 5 • 9 7 R.AN a-ECK SUlMTT AL 6-20-97 PLAN a.ECK l<ESU!""1TAL 7 • 8 -9 7 EULDl>G PERMIT 7·15·97 FOR l3DS 10-20-97 FOR i<EEID I SEVIER 'S 1 Si KO WI C ENGINEERS CONSULnNG MECHANICAL ENGINEERS 4~75 JUTLAND DRIVE, SUITE 100 S~ DIEGO, CA. 92117 (619) 581-2161 fAX (619) 581-2026 _, Cartsba.d City Library 3958 Csrdwell/McGraw Architecla -- Arclitecture Plaming Interiors . ' ...t. \ ,-. ( ' r , ~~!!.as t•WA ~, 206E'1. 701 B Bk sat Gan DlagoCA 92101 819 231~; :: PIii 07209211 I !!I="!( ··--· 3" (U I I I t· I T I I I I I l I I I 4" r·_ ~. fO, -·-,------- ;I ~ -' " .,_ -- , ' I • q > ,_ '• ,• I C ! I ·'1 .. ·'· <' ~/ --, FIRST FLOOR PLAN : -PLUMBING 3"RD•ORD< Q 3" OFD 1"7- \'.V I" THFU WALL . I 2" OR A6 CLO&E \1 TO &LAB A& .---,-'if. f'O&ejfSLE --et===-'-_-</~1 ·----·,,,/. -/ / // // // v"' &CALE, 1/16" ~ I ' -e" . .,,.,,,---coL\.NN CHlll+IEL FIFE lillf'PORT 4 FIFE CLAMP. ATTACH TO COLUMN STUD& /1 :=~~~ Ae~ TIE BEAM. WRAF' / PER SPECIFICATION I... r FINI.SH:~ elJRFACE I 311 RD -···--· .. -. ' "'-nEBER'I SECTION SCALE, 1/2" • 1'-0" 3" RD 4 ORD DOUN IN COLUMN RlRRING 4 3" (U/6.l --~~~.:;...ft 3" oi;;o THFilJ WALL @ J .... -· \ 13" (A/CJ ___ ,..,., '-SEE PLAN FOR DIRECTION OF , . . --. t . LliG RD. (6/\ ('a\ : ... ----_/ 3" RD-I J ~3" ORD-I ON l<Oa' AeOve ON FiOCf' AeOV!: PARTIAL PLAN 1ST FLOOR 3 SCALE: 1/2" • 1'-0" 1·£ I-_, -- -· I• I•• • 3" ... . ,--'T 2" w.c.o. ; .. " ·- 1 .·:·. @ 2" W. f ½"-CW (AK;! / -.-:r. --_\_i--3/_4_"_!:I .+' ---3/4" ' ' . . . ' ' . ..; ... -·· J i. .. I 4" (UKirJ . . ----------------- ·-' +---t---CONTINUED ON PARTIAL PLAN G~~ -~ BAJ.L VAlvE I I ABOVE CEILING ---J.--14" (AIC! '?--2" UL fU/G) ,. i BELOW"". ____ -;at~:_:::.[t.~ SINK -0 ___ ., @ 4" OFD . _ · . ' I'~ S-1 I L ~~ BELOW SIN<: (b\ ',1 \ij IN CAeNET, SIM. TO~ --2" V. (Ale) I : . 2nv.UP _.:/ TO 2ND FLOOR ' TI-IRLIWALLL.: ~----J ,.c --·--"··· -···'·-·i ::_ I --"" • ---•••• -/ ------------ 4" RD COIN TOU/G 4" ORD :ii" RD-I I ORD-I ON ROOF ABOVE 3" RD c ORD DOUN N &TUD WALL \ , .. &LOPE• 2% r; ,., ---·-F .. 3" 3" 01'0 TI-RJ IIIAI.L @ [ " RD II.LG! RD 14 . 7=4e1M. PARTIAL PLAN 1ST FLOOR 2 PARTIAL PLAN 1ST FLOOR 1 5CALE, 1/2" • 1'-0" 5CALE, 1/2" • l'-0" p::, CD CD 0 0 ® © G) ® ® @ 0 © SHEET NOTES WALL CLEANOUT .-ND ACCE56 COYER ll>ERG8II FIFE Oui 'l'REa&.INT 6Y6TEM CONTl<OL F',lll,EL OFFSET 3" RD TI-RJ TOI" Cl!' FOOTING ·ro ~- 2" W. , ½" CW UF' TO &IN( AeOV!:. RD , 01i!C> PIPING &IMILAR TO &ECTION 41P4. 11,'' CW 6TUBeED UP , CAF'FED , 3" DRAIN &n.eeED UP C CAPPED FOFi! WATER FEATURE f'lR\llet-lED , IN&TALLED e-r OTMSI&. 3" RD • ORD OOLN IN COLUMN FUl<!i!ING. 3" RD ' OFID DOWN IN WALL &TUC SPACE. 4" RD , ORD DOUN IN WALL &TUC &PACE. PAINT INTERIOR OF 0"1:l<FLOW DRAN OUTLET TO MATCH BUILDlr.::i COLOR, TYPICAL FOR ALL OYEFl'LOU/ DRAINe THR.1 WALL. ¾" CW UF' TO HO&E 6166 ON ROOF SEE ~HITECTU~ WALL &ECTION W& 1/A2!!-. 3" UP TO RD-2 4 ORD-2 ON ROOF. F<OUTE DRAIN PIPING NEXT TO BEAM AND OFF&ET DOII.N TO CEILING &PACE CG'NIIECT TO ROOF DRAIN &Y&TEM. 14" UP TO HO&E 61ee ON ROOF &EE Ai.c:MITECTURAL W.Al.L &ECTION Ill& 4/A24. 3" SD c 05D UP TO RD-I c ORD-I ON ROOF. !!-" 5D • 06D UP TO RD-I f ORD-I ON ROOF. 3" &D DOWN TO BELOW GRADE. 4" eD OOLN TO BELOIJ ~E- !," &D DOUN TO BELOW GRADE . AIR ~I IUOOFI FOR PREACTION FIi;£ &FRIN<:LER &YSTEM. !!-" RD c ORD !'lilCt1 2ND FLOOR &" RD C ORD FROM 2ND FLOOR DAYLIGl-lT ORD ™RI.I UMLL Aeove GRADE &EE @ @ AT 24" ABOVE FINISH elJFl'ACE. FOR CONTINUATION &EE CIVIL DRAWING&. @ ~ AT 24" .ABOVE FINISH &uFl'ACE. @ 4" RD c ORD UF' TO 2ND FLOOR ® F!C!OVIDE INERGEN FIIIII; &.JI•, RE"'6ANT &YSTEM FOR COMPUTER l<OCIM IID'a. ® EXPAN&ICN LOOP, SIMILAR TO LOOI" ON, I/P6. NOTE: • SEE A~ITECTLf<.AL DRAWINGS FOR RJRRING AROUND l'OOF DRAIN (f'D c Ol'P> DOIINSFOUTS. KEY PLAN NO &CALE I I Date: 511 5191 Job No: 5 -I 5 -9 7 PLAN ChEOC: s..EMTT AL 6· 20-97 PLAN ChEOC: RES..SMTTAL 7 • 8-9 7 81.LDN:. F'B<MIT 7-15-97 FOR BIDS 10-20·97 Fa:1 ~D l CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO, CA. 92117 (619) 581-2161 FAX (619) 581-2026 Carlsbad City Lb-ary _ • Csrdwell/McGraw Arctitect& . Architecture Planning Interiors • ' ·, • , , . ' ., \ 2958 FIRST A..OOR PJ. PLAN PLUMBNG ,.. 1221 81 C o,,d AYll'III Se 111• W,\ 98101 2011 822-2311 701 B Sb 881 San ?9> CA 92101 8111 23Hl75I PS 0720921115 I· ( FOR EN..ARGEID ffi SCALE PLAN, SEE ~ .J+--&LOPE • 2% -qt. : J -·l • ' ' ~ _,_ __ . G)6" &LOPE• 2%- fil ~ " ft ' 2 F'-4 &LOPE 111 2% ' i r ,_ T I r---.-.-----"-, ;•. 161 ., P4 I .. ·: 1. ~ t. _ l. . _ -: 1----..:~ :!•.-~ -?. ::'":_---;: -~: r..::--;:.~-:;·..:.·:,,..: 0kr.J." ~~ \:-_ -15-::::::-:;. ....... · __________ J . ... -------,-- FOR l;Nl.AF<C':IED I 5CALE R.AN. &EE ~Pa--1-__.,--' ' .:.8. \ , :;. ' ' .. ., I • . t--~--1 '. -----. _._ ---• I -I----,-• --I • • • • -·•----!-, ________ -------- I . ' i .. i I •• - __ ] _______ _ I I I • ' I , i . ' I --.. -· . . . -+-·---.... -· ·-! ' ! : I ..... -· ... ·-·····-'-_·--···-------.·.----·.r~.- 1 I ' I I l ••• •• ••. • "" ••••••••• ••••••-• •• ••• "t•; I••••""'" 4·----· ----------------•~----·----T---------·--------------,,------------·--r--------· --· -· -· --- j ' ! ' ' . . ' SECOND FLOOR PLAN -PLUMBING ecALE, l/16" ■ I' -,Z," , , , -, ✓ •• T ' • ----., __ -r-• .....,. ---1 ! , I -:.:. : ·: ..:;-; ~ . i -4" UP TO F!:D-1 IORD-ICNROOF SEE ARC!-1. PLANS FOF!; EXACT LOCATION 4" (AIC) ----+-➔ '. ' r • PARTIAL PLAN 2ND FLOOR 6CALE, 1/2" = l'-0" I ! .; 5" F!:D I OJ.I? DOUN IN lliALL@ 5 F'-4 '· eLIILDING FLOOFi! 8LAe \_ ... i..-. I~_ - 16" VERIFY DEF'TI-1 WITI-I & TIIIJCTllFi!AL Dl'AWIN::iS--✓ 8" PIPE &LEE'A: 8EAL,!NT I" DEEP SECTION 6CALE, 112" = \' -0" ,~ -------. .,_ ------- ,, ' '· 4" · 3-!i" CW DOUN ,; •. To ~IRST., . • .,.JFLOOFi!: IN, WALL FU~NG I .: -I ' ;, .:.."'!j ~ 5· -__ "1 ... :t-..._~ .. %"'"-<:~---.;:-::;, ,-. - ""'T·-: _, -::,.~/ .. -i ·-=---.:: .• ~ .... ..Do!;:;)'--- ,/.- y ... : ... 2;.i7,g;--p~-fit<~a: -_f; ~·--~-:-~~i~ ... ~=~-,-~~,.,,--~~--'--: _______________ , -----CMU WALL /4, .. CHANNEL PIFE 811Ff>ORT , f'IPE CLAMP WATE~ SEALANT I" DEEP OYE.a=LOW PIPE Tl-lf<IJ WALL PAINT INTE:RIOFi! TO MATCH 6UILDING CO!..OFi! 2" OR AS CLO&e TO ~i-a.,.. SLAe AS POSSIBLE -....,...,.-f_ SIDEWALK ~ ·. l ·, . -. . --... C T_-·:'"'. --'k-~ilE.=;~~~~f1lf "'-FOOTING ' •. ' . ' J I i L ------RJl<RING b" Fi!D I OFi!D ~ CHANNEL WITI-I AF'E CLAMP, ...------:::-,~ CHANNEL YEFi!T, 8Lif'f'OFi!T8 I ¾¼J-·__.,....-----BASE f'LA TE ANCI-IOFi!ED TO -~1 ■r FLOOR 2ND FLOOFi!\ ~; _,....,..--SLEEYE THl<LI FLOOFi! &ET IQ I ON ANGLE TO CL.EAR BEAM WITH LIL LISTED FIFi!E RATED !EALANT O1./TSIDE WALL FLOOR --__,;...,,. Oi.lFF~ .4l'otiLf IF<ON _____.,,-- CHANNEL &IFPORT WITI-I PIPE CLAMP6-ATT ACH TO eEAM ____ _,..-- CM./INNEL • PIPE CLAMP ATTACM TO 8TLD8 __ _.., SECTION ecALE:, 112" • 1'-12'" • BEAM ~-R.!Fi!Fi!ING CF!'eET PIFE& I ALIGN WITI-I OUTSIDE WALL \_ CEILlt«io 0 0 0 0 © . © 0 0 ® @ ® ® SHEET NOTES 2" Ill OOlN • 2" v. UP TO 2" VIR 5" F!:D • OF!:D UP TO Fi!D•I I OFi!D-1. '1" CIIJ UP FRC!1 FIRE>T FLOOR TO &•I c Ul-l--4. F'F<OYiDE INST,/INTANEOU& WATER I-EATER 111.•4 AT &lt,K 8-1, &EE DETAIL 6Jf'lfi. 6" F!:D f OFi!D DOWN TO Flr.&T FLOOR ¾" CW UP TO 1-!0eE 616e ON ROOF SEE APIICI-IITECTUFi!AL WALL $1:CTION W&l&/A2&. PAINT INTEFi!IOR OF 0"1:IIIFLOW DRAIN TO MATO-! l!IUILDING COLOR Pliol!Na IN 8TIJD WAU. • \IERIFY WITI-1 ¾" cw DOII.N ro@ INSTALL AT . b" AeOVE TOfl OF LOW FiOOI' WALL. ARCHITECTURAL. DRAU.ING6. 4" F!:D • OFi!D I.I" TO F!:D-1 c OF!:D-1 ON P<IXI!'. COAA.DINATE Fi!OLITING WITI-I DUCTll.01"!< • eEE i-lYAC DFi!AWING&. 5" F!:D c OFi!D OOlN TO FIRST FLOOR 6" F!:D I OFi!O DOUN TO FIFIST R.OOR CFF6ET IN CEILING &PACE TO AVOID 6EAM. l<NOTCI-I ANGLE BF<ACE MET AL DECK 8UF'F'OFi!T FOR PIPE DFi!OP, !EE 8TFiLIC1\lRAL DRAWINGS. 4" Fi!D I OFi!O OOIJ.N TO RFi!&T FLOOR I-IC6E e1ee ~ MIN. •12" AeO\IE Fi!OOF. \_SIDEWALK\ :V e," F!:D (1.1,GJ CMU WALLl .,,. _/_,_ .-_.,/,,. . I I ,";\ l y-6" ORD Ti,RJ WALL~ I I I • j .,·.• • • I'• ,, •·,., r • , • l I · ,-. ' , . , J • -,, , .I. ' _, ,(. , . -, 6" Fi!D. OOIN / TO Uitii ~ ' RJFi!Fi!ING _____/ . _4.._ F4 PARTIAL PLAN FIRST FLOOR ecALE, 112" = 1•-011 , ----------------------• -·----------------- ? 4" UP TO Fi!D-1 c ORD-I ON Fi!OOF SEE AAC!-1. DILG'& ~ EXACT LOCATION --A/C-w --6"·-- PARTIAL PLAN SECOND FLOOR SCALE, 112" • l'-0" KEY PLAN F'4 2 F-4 Date: 511 5,91 Job No: 2958 5 • I 5 • 9 7 PLAN 0E0< Sl.,Bl,ITT AL 6-20-9 7 PLAN Cl-£CK l<ESl.eMTTAL 7 -8 -9 7 BULONG PERMIT 7· 15-97 FOR BIDS 10·20-97 FClc i;f331D SEVIER C0NSL/LTINC MECHANICAL ENGINEERS 4375 JLJfl.AND DRIVE, SUffE 100 SAN DIEGO, CA. 92117 (619) 581-2161 FAX (619) 581-2025 Carlsbad City Library Cardwell/McGraw Arctitects , Architec1ure Plartjng Interiors ' , SECOND FLOOR PLAN PLUMBING . I I ' , I r 1221 Se00rld Avena 91111119 WA 701 B st a al San Ollgo CA 88JII 208 822-2311 92IOI hi 231-0751 · PS 01209211 le-··, &EE ENLA~ED DECK FLAN SI-IEET F· 1 --"i"'-. I I -· ' ; '• \ :· / . ' 4" B12.:.! AND <r'BP·I (13"" Sf.> / 4" B12.:! ~ ORD-I (19itJ0 SFJ. · 4" .Blc!:AND QBR~l <1300 Sf.J---... ---------_ :--_-_ ------------------~9~ :,:---____ --~-----:------------~ --------:-_:-~_-C _-,-__ ----------;;: i~7~ -:-: ij 11 ',, ·,1-: •. ~ ---: .. . . . . ·-.. . ----. .. . . / / ' ·-, •.' 4-C-~ , .. _,-~] -------1-- l,;:P~litl;;;-ll---'------;1;-;.i•.;J: ~,-'I 1 ,_ -----,. / ,-•, ,• \ -.- ' · 1 . r------ 1 I . ,o D I \__2" YTR I . I L'"~g: 3" YTR r D ' ' ' --.,.,, •• _ ' • • • ~ •• I -------- ,-- ---- D -0 ' - . • ---.. ,. -- ~-4" B!2::! AND OfsP•I (22-40 5.F.J ~-3" RD-2 AND QBP-2 (150 S.F) ---- ' I i 4" 8t2.:.! AND ORD-I---......_ ' _ n,oo SF.J "':~ F -------=---~-- ,!~.'-,~ I &t0- I &EE CLEAASTORY Roa: FLAN BELOW I g --. -:· .,_ ~ -,~ D\_ I t·, -' 4" .ESC2=! AND ORP-1 (121!0 Sf.J I /' ~ --~~3" RD-2 AND QBP-2 (9:10 S.F.) -----t;-tr~~:~,~~~ ~~l-~k:=-~·:_-,..,.~-----: -~•-~~~~~-,.~~~-:~~~---=~!~--4 -·~-~:~ ~-~-~-~<-~:~-6 :_~,--·-~=--· -•--=----_-.,.~~-~--~~-~--c~c-~----=---_-----~-) /---,~,~· _ _ ~-. ,, ·/ __ _ _ .. -- 1. ·2"vr~--~-----~-"!-~---------------.:.~--------.. r-t-t-F"ii, ..... I I ~--' I -: --I J_ ..... -I ~-~ I' 0 . ..... .... t! --.... _,-1" I .... _ •' " -~ I -._ .,.-~ -. -------., ; ; ' ' -:, -/ '-. ----;------7 ·-. ' ~ -~--~-2 -· ,---j!-----_, • r 0 I '\_;__ 2 " YTR ,- IL _ _! I /F 3" RD-2 AND Ofs0-2 <350 &.FJ 2" \/TR \ ·-< -:-~ 3" YT~-'\~ ---I 1-I , : I ',._ 00·1, ?... I'" [06 :,___ - ' - _.· : D ----·--i -- _....... ,.l • . ' ROOF PLAN -PLUMBING &CALE, l/16" ,. l'-6" ----, --=-·=""""'----=...._,..,,,.2.1,el!, -==---.._ •;:,_ ---I ···' • • • • I oo--' --------------------: _----,J.~-. -' : --...__3" RD-2 AND OBP·'.l. (900 SFJ _____/ · ' ' ' >--3" RD-2 AND ORD-2 (3S0 5.F.J ---';,- ' , , ' - ' ' .. I C --:; J: ~-:_-~~l -- ' , -----• r .,_. --,. . /-,_ ,, "--~-----.!..--./ ------,.-----··-. . -------------------------------•, ----- NOTE: ALL ROOF DRAIN& AND OYE~LCW ROOF DRAIN& &HALL SE INSTALLED FER ARCI-IITECTURAL ROOF FLAN ti.ND DET AlLS. SEE SI-IEET A14. r ,r-k __ 4_4_0_5F_._--,,r-k ______ 9_S_0_5_.F_. _____ -----;,fk-______ 9S_0_5F _______ ----; 7 ,¥r:___..:..440_,:__5F_._------,1l,-1; _-----------1__ ------1 ----------------------------1 ,. ,, ,; --~-------------- ' '' I' k -1 I,, 71 110 Sf_ 71(!) 5F. ·---+k ________ --,lt,, 71 t>80 5f 71 NOTE, CLEARSTORY ROCf' DRAINS ONTO ROCf' SELOW. CLERESTORY ROOF PLAN SCALE, I/IE>" • 1'-121" -________ .., , ,. 0 0 SHEET NOTES. SEE ARCI-I. 5ECTICN S/A2I AND E/A22. l-lOSE 6166 €}) ON WALL • +12" A6OYi: Roet= WATE~OF SEAL PIPE PENETRATION Tl-l!iilU ROOF ( ASOYE ROOF FLASH ING LINE J. KEY PLAN • Date: 5/1 5/9 7 Job No: 5 -I 5 -9 7 PLAN Cl-ECK SLBMTT AL 6-20-97 PLAN CHECK l<ESU3MTTAL 7 -8 -9 7 BUR.DIIIG PEIIIIIIT 7-15-97 FO< BOS 10-20-97 FOR llEBO ENGINEERS CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIYE. SUITE 100 SAN DIEGO, CA. 92117 (619) 581-2161 FAX {619) 581-2026 Carlsbad City Library Cardwell/McGraw Architects • Architecture P"8nnlr:Ja Interiors . -• ) 2958 I ROOF PLAN PLUMBNG P5 1221 Sacond ANNI SN.1118 WA 701 B Slriael Sin Diego CA 9810f 206 822-2311 92101 619 231-0751 PIii 0720911 I II •• ( ' • • .,. ' ... ---,.- I" CW 4 1-llJ ( AIC! ' ' • 1 ; J ' ' • I I ~ -1 . , 1 .. I ' j: .. • -: .. ~-: • I • I •l ' .:..J ©- 211 YTR---.... , \ 5-1 2" V. ( A!C) ·--t--t-.,., 11.2" I-! 4 CW DOl!.N TOMOF SINK- MR-I1--<u ' : i I ! ·• I " ,· I ,. .. ' ' ' 2" OU MEADER 3"@ -·~·Jc . -, ------·-------_::_ ::·-·_ T .. 1~-- ----------·-J "®--- , ' ... J -----------------------+ ---------------' ' ' I 'I'--2" CW ( A/CY -----,~--@ ©size '6' I J ' - I 1/2" au !-!EADE'.~, ' ' I SIZE 'C' ---. --- i -~ ,-- . I ' r ' . ,_ . -. -· " " 2' --' r I f UC- ,. I :--'-® : I . 2" VTR ,: 2" W. ( UA:ii>•-+.t. '4" ( AJC) I" 2" V. (AIC) 5-1 I.E. (181.08' > 13 14" TO MOSE 6166 ON ROOF 2" V. lP 2" W. UP ' - 2"~ '--'\.. --------;t ' . -(; ' .. -------------~----------... : • ; ..... ___ ,,,--✓: 2" 1 I ' tL I• I I • ' ' ' ' i ---t----------- ½;, C.W.UP ANO DOUN TO EWC.$ '' ---------- : i ' ' =· , ••••-• • •• •{. _I• '- . ' . ' . . ------... --- I -1 'P-t--3/4" CW <4,IC) 2" W. < A1ct I ' L ___ _ r-----, ----'lyl--~ ~---~+' 2"7----------1---_ ~--1 I I I I" CW 2"v.u~: ~-_,;:_,._4_"______ / I I "" 2" cw ~ r -IIA}--r l- 1 l --'-+--y --~ ·--' . ; --·-- -, ' l"J 1•~·l --- eIze '6' c.w. SIZE 'A' f-1.W. ......._ ,----I FD-I SHEET NOTES eALL VAL YE ABOVE HARD CEILING WITH MINIMUM OF I2"xl2" ACCEBS PANEi... WJ-lA. AND 8"x&" WALL ACCESS PANEL. W.C.O. AND ACCESS COi/ER CtiJ, I-IW, w AND V. wrn-llN UJAI..L. WJ-lA '6 AND I2"x12" WALL ACCE&S PANEL. UJAeTE T~ STEM WALL ASOYE FOOTNGi. WATEF! MEATER ON FLOOR SEE DETAIL IJP10. SMUT-OFF VALVE IN l"ECMANICAL FAN ENCLOSURE LOCATE IN ACCEe616LE POSITION. 2" v. BELOW FL.OO!II! TO ~SER IN WALL . 24" LONai FLEXleLE CONNECTICN. BALI.. VALY!: ABOY!: LIFT-OUT CEILING. PROVIDE (6) SIX NO 1-1.JB COUFLNC:iS FOR EXf'ANSION. eL.EEVE BELOW FOOTING FER STF<UCTI.RAL. DETAIL 415-L SOIL OR WA6TE OOIIN TO BELOW aL.AB, l<OI..L PIPE OUT AeOYE TOP OF FOOTING. TOP OF FOOTING PER STl"1JCTURAL DRAWINGe 16 16" BELOW FINIS.! FLOOR @ AT 18" ASO'vl: FNI61-15D FLOOR. VENT I.P TO AeOYE CEILINc.. PAOVIDE (2) TWO NO 1-1.JB CG\R.NG5 FOR EXf'a<ISION. PROVIDE '4" CONDENSATE ORAi,~ FF<OM AC. tHT TO R.OOR SINK IN JANITOR ROOM. (I" FOR Al-l-2> AC. UNIT ABOVE CEILIN6 SEE MECHANICAL DRAWING M20. © AT 24" ABOVE FINISI-IED elJl;FACE. VENT UP TO AeOYE CEILING. SOIL / WASTE DOUN TO LINDE~ OOLD WATER OR MOT t OOLD WATEF<; DruN TO FIXTURES. ROUTE PIPING, IN MECMANICAL FAN ENCL~RE SEE SHE!:T M20 t Af;!CHITECTURAL REFLECTED CE/LINC. PLANS. A!i-0 , A&I. FAIN:r INTERIOR OF OVEl<FLOW DRAIN TO MATCl--1 eLIII..DING COLOR © AT 2<1" ABOVE FINISHl:D 5UFFACE. WATTS '80fflC-QT PRE6SURE TYPE eACl<FLOW FREYENTOR WITH SlfJT-Cf'F VALVES (C1 IFIQMt PLATED FINISM!. E:ie=GSEO ON WALL IN BOOK Al<OP Fi!OOM. DROP FIFE TO IIIATER FEATURE IN lllALL TO U/6. ALL EXPOSED PIPES SMALL 6E CH!oil:IME FLATED AN:! a.oME ESCIJTCl-!EON& SMALL eE FROVIOED AT WALL PENETRATIONS. SLOAN 'EL248 12IIZIVACl.l4VAC TRANeF~ FOR TWO (2) SENeoR OPERATED LAVATORY FAUCETS, AND 8''x8" W,AlL ACCE&S PANEL ea.au COUNTER TOP. SLOAN 'EL.We 120VACl.l4VAC TRANSFORMER LOCATED IN EQUIPMENT WSI..L A60YE TOILET ROOM FOR TM!i!EE (3/, FOUR (4) OR SIX (6) SENSOF< 01 ERATED LAVATORY' FAUCETS. 6l.o.<lN 'El..I54 I20VAC/24VAC Tlli!:ANSFOi.MER l-OCATED IN EQUIPMENT UELI.. AeOYE TOILET ROOM ~ ONE <I) OR TWO (2! SENSOR OPERATED Ulll:NAL FLUSM VALVES. S11•ff IONS '5-20<Zl•3/4" Tl-lERM06TATIC MIXING VALVE WITl-l STOP CHECKS AND Mot.NTINC. FLANGE. F,ibOVIDE OOFFORT TO STRUCTURE ;lND 61M!TAL. DIAL THEIIIMOMETER. SET OUTLET TeI·11•eic.ATUl'IE AT ~'F. PROVIDE .NIONS ON N..ET AND OUTLET ca.NECTION&. ---r------,-,-----r----1 ---,-,---/ 120VAC/ I I 24VAC i7 tJ QJANTITY VARIES @~Elli: LJ SENSOR CONTROL. J-eox @ (D RJF<NISHED AND INSTALLED ey ElECTRICAl CONT!ii!ACTOIII:. J;;'\ R.R,!ISHED AND INSTALL.ED BY FU.MBING, CONTRACTOIII: IN ACOO~ANCE \.=J WITH THE MATERIAL AND INSTALLATJON eFECIFICATla-J OF SPECIFICATION DlvlelON lo. @ R.RIISHED AND INSTALLED eY PUMelNG CONTRACTOIII:. TRANFORMER WIRING DIAGRAM ® NO 5CAL.E F6 Datec 5,15191 Job No: 5 • I 5 -9 7 PLAN CHECK SlSMTT AL 6-20-9 7 PLAN CHECK llESI BWITTAL 7 -8 • 9 7 BULONG PEAMT 7-15-97 FOi< BVS I 0-20-97 FOi< l<EBID SEVIER i , r i :' • : , 1 1: : SlS:KOWIC : ' ' ,' . ' '· : 0 E NGIN EE RS CONSULTING MECHANICAL ENGINEERS 4375 JUTL»!0 DRIVE. SUITE 100 SAN DIEGO. C~. 92117 (619) 581-2161 Fl>,)( (619) 581-2026 Carlsbad City Library t CsrdNell/McGraw Architects Architecture Planning Interiors , , 2958 r PARTIAL FIRST FLOOR PLAN ·, / 2 '\ PARTIAL FIRST FLOOR PLAN 3 D ENLARGED · ,;e===cA=;,,L=::E:=, =;=11#.4,=:==, =. ~r-:::;10~ .. ,;;,,;====~~==================~-;F~E>;:-;hlh ecAL.E, 114" • 1'-0" Ph '------' FIRST FLOOR PLAN~ , ~ :P'5 ~ PLlM3NG , , . 'Y ~ KEY PLAN 1221 Seco.ld Averg S.111111 WA 98101 206 822-2311 ' ~----------------------------------------------------------------------::----------------------------------------:-----------=-701=B..:;;Sli;;.;w:;;;;t;.;;San;;;;,;.;Clejp;.;,;;z;;..C;;.;A,;...___,;92101=';:;-"619-m231;;;-0;trl!i'ft51 Pa O7209211 l0 I I . ' /'SEE SI-IEET F-2 / FOR CONTll>UAT!ON rear ~IFIIZI I I FR CONTINUAT;ION : • I ' . !:>" (U/G)-...,. Rle.E TO 6ETI.UEEN 6EAMS 1 --1 -... •I i ·, ' 'i ' ' ' ---------------------------•-+-----+--' ----------,-1---' ---+------------------------------------------------------------------------.... ---________ , __________ ---_,.. ____ - ;;_ GA& RISER WITl-l GA& COCK AND UNION ' ' --~:-·····-1" --------+--------1-----~--------------- I 1-·- ◄" (UIGJ- . - I • i ' (U/G) __ , ½" ' . -, ' t -• -> ' ' ' ' '-' ' . ' ' ---f•. f ---.. ! ,. ,. ' . ,. ' _j: --------- ' . ' ' ---IL ' : ' 4''8. ( A/CJ- ◄" e,_ (A!C)--+ ~ 2" ~------~- I" 4" s. 2" 3" FCO @--/ 2" V. (U/GJ 2" V. UF EXPOSED ' ' ' ON WALL +-.--I" G. ( A!C) FS-1 6 OFFe.ET TO CLEAR SOIL FIFE A60YE 2"0 l! -- --,4" EXPO&ED AT CEILING, ----,._ ___ ---.r------·---------_ -_-_--_-------------__ -·-·-·----1 ___ ·-----__ -----;:©-.--_-____ -------•-- . ' !, ,3"S. < AIC)- 0 2" 2" . ' . ' .. ' • l 1 • I" G. UP (X)OOOO •·-: -' -~..,.~--: --r--r-------------~-----f ---------r------' : I I ' I ' ' : I I : ' ! I + ,,_ -I ....J-•-·•·· c ·•• 1-•• -----• ! : I . ..... . ·-------. . --- . ----· --· ' J. ) i I ' ' L •• ______ _ ------------ -.,.: .-.---_:r-_-r_-_-------:,_ -- --' ------------·--------------------- . -\ / I ¼" TW (AIC! ' 3" (U/GJ 7 ~ ~ "' ! 4"5. (U!G)] : 3" V. UP 3 --. ----- -......__·---·---------,.: ___________ \ --------------------------------1-------------------------------~ i l ,! CUR6~ ( I.E.• 182.11') ◄" Gt:.O 7 ~" W. Dou.N IN WALL l=IJRRING f' IIJ. (U/GJ l ! L~----:-,--_.!_-~--~::;~:..1T0~5'.!'Y'~ST~E~M~------.1...!-~~;!__./--t---......:~---~~~~'....r--!-. -.µ:j;:::~~ 3" I . 1◄ , @ ·, t?2i-2" V. UP TO ( A/C) i: ~ ?,"(AIC) 4"FCO--~ Ur ·,-;:;-·; -----. 1!'--1--½"0.U i ! 1-16-2 •24' ◄"S. Dou.N TO 6ELOW 3" (AIC) 2 ½" @"-1' .:= Le-!, 12 SIZE 'C' (OJJJ 3(4" ( A/CJ n., i \!V [ : SLA6 AND OFFSET '@ @e, : l½" cw ' I A60VE COLUI-N 3,ZI .. /7.\ i I FOOTING---~ ' ~ I -j_"._ ---,." .-:· ' -. . . I ◄" S. DOIIN H4-2" CW I-EADER : : . ' ' ' !---•----1-1 --;---; • i i. ' . -• ..i _ _l __ _L ' .: . ,_ ¼" (AIC! 6" (UIG) <t--2 "W. (UIG) +-4,...__ CONTINLIED t ~ARTfAL PLAN (f ~ . I \ ®___.__,. 2" 4" WCO 6" 4" (UIGJ 4" ,;;,,~CA~A~L~~, T~1!~~~~~._0==~~IR~S=T~F,,,,;;L=O=O~R~P~L~A=N~=================================z@-:::~=--i, ED J ----•---< ., ' . 0 0 0 '0 0 0 G) 0 ® @ ® @ ® @ @ @ ® ® ® @) ® @ ® @ @) @ @ @) SHEET NOTES 2" W IP TO SINK/ LAVATORY AeO\IE. 2" "TRAP AND 2" W. Ill" TO FLOOR D~IN 1811« A60VE. 4" 5. LIP TO WA'!ER CLOSETS AeOVE. 3" TRAP A1<0 3" W. UP TO MOP 511« AeOvE. l<OUTe PIPING! BETU.EEN BEIIM& AeO'll'E M:.. DUCTS. 5" ~ FFICIM AeO\IE TO TH'<U WALL I" AT 6" A60\IE EXTERIOfii! FNISMEP SUFof'ACE. SIMILAR TO SECTION 41P4. !," RD FRa1 ABOVE TO eaow GRAD!:. SIMILAR TO 4,P4. 3" W. DOUN AND 2" v. IJP. 2" CP. 3" DEEP T~P. COIINECT TO M:.. UNIT .:oND Dl60-IA~E INTO FLOOR SINK WITI-I El.aow TI.R<IED DOUl'I. WATER, WASTE AND VENT PIPING WITI-IIN PLUMBING WALL. WJ-1.A. ,dH? &"x8" UJALL ACCE56 PANEL. SMUT-OFF VAi.Vi: Aeove LIFT OUT CEILING,. @ SET 1-11:IC.~ • 16" AeOVE Fll'IIS!-ED FLOOR 4" UCO AeOVE FUSI VALvE. RruTE l"IPINCi AeOYE DUCTS, 8EE MECI-IANICAL llaOOl"1 f'LAN eHEET M-16 AND SECTIONS eHEET M-23. 3" IJP' TO DECK DRAIN Aeove. 3" RD DOIU'l N COLUMN FLR'i!ING! TO I.NDe;r;.F!JOl.ND. OFFSET Pll"E Tl-RI STEM WALL ON 4o• ~E TO CLEAR FOOTING, 11.Fi!AP PIPE f'ER ef'ECFICATION SIMILAR TO SECTION • COURTYARD COLUMN <111"'3. POC.. TO CIVIL. FIRE SF'Ril't:IJ:R ALAJ.M AT 10'-~"- FIRE &FRIN<Ll!R DOUeL.E CI-IECI< A5SEl1aL Y WITI-I F'Jl"PER CCNNECTION&. &EE CIVIL DIOOIS. P,;ICIVIDE "fAMF'ER 5WITCI-I AT ARE F'F<OTECTICIN VALvE FIRE 5F'Rltf<I.ER SYSTEM RISER MSEMeL Y. RISE TO ABOYE FNISl-ll:D R.OOR AND ENTER SUII.DINGi AND RISE IN WALL SPACE TO ABOVE CEILING. WATERF'Fi!OOF SEAL Pll"E l"ENETRATION Tl-l!lll WALL INEFii6EN FIRE &uPl"RESSANT CONTROL. PANEL INERGEN FIRE &uFI RE~T STORtl6E CYLINDER /6! FIRE ~TECT!ON VALVES SMALL eE CI-IANGED AND LOOl<ED. . ® SLOAN "El.2"8 T~ER FOR TI-IREE 1.,; OPERATED LAVATORY' FAUCETS, AND &""8" WALL ACCES& PANEL BELOW CCUITERTOP. SYMMONS '5·2i2'0·314" Tl-le.MOSTATIC MIXING vALvE WITf-1 STOP CI-IECl<E> AND MCUITING Fl.ANGIE. PFaOYIDE SUPl"ORT TO 8T,U:TURE AND 6IMETAL DIAL TI-IE~CM!:TER. 8ET OUTLET TI:MPERATUl<E AT 9tl"F. ~VIOE INION8 ON INLET AND OUTLET CONr-ECTIONS. ~-s~ OPERATI:D FAUCl:T ~-LAVATORY ~-FLEXIBLE Rl&ER =~==~i==~~;c--2◄ VAC WIRING0 '------ ( \ -- FAUCET NOTES, S!NSO!II: CON~L 0 JUNCTION eox 601.EN~O YALvE 0 TEMPE~ WATER I 5UPPL y , -;rL008E KEY / ANG!..E STOP 0 FIJJ;Nl&i-ED A1'C INSTALLED eY PLUMelNG CONTRACTOR IN ACCO!i<DANCE WITI-I Sl"ECIFICATICN DIVISION 16. 0 FUFiNleMED WITf-1 Se.&OR OPERATED FAJCET SENSOR OPERATED FAUCET@ NO SCALE P1 8 ~c___..D o KEY PLAN \ Date: 5115/97 Job No: 5·1~·97 PLAN a.ECK SU3MTT AL 6·20-97 PLAN a.ECK i<ESLEMTT AL 7-8-97 8JLIJING PB2MT 7-15-97 FCR BOS 10·20·97 FCR ~ID SEVIER CONSULTING MECHANICAL ENGINEERS 4-375 JUTI.>,ND DRIVE. sum: 100 SAN DIEGO, CA 92117 (619) 5B1-2161 FAX (819) 58!-2028 C8rlsbad City L,ibrary Cardwell/McGraw Architects 2958 ' Arctitecture Plarl)ilg In~ ; ENLARGED ·. FIRST R.OOA PLAN PLUMBING, ,/ 122191ccad A-Sn,111 WA 9111)1 208 822-2311 701 B 911 al San Diego CA 92101 619 231·071t PSI O72092:lllb·, - \ \ --. I (])oD-1 ns0 e.FJ ~---+-i--•• ' 4" UF TO ORO 4 ~ ABOVE -• 1 ' ' ' ' ' ' '--+---Ol'ID•----,·1 '--+--RD•-------' 4" (AIC) 4" ( A/CJ SLOFE • 2%·-+·-+ I" 1-l.W. ( A/C)'-+-t""" 1" 2" W. DO\I.N •@:, 2" V. UF 1,f' TIU 4 34" CUJ -__ 1 _ _ -~ r®&IZE_ 'A' (TIU) 2" V. FROM BELOW---t-.. 2" CW !-!EADER--~ I I I "'-2" (AIC) 3,f' · -" .. ,·· ·-:_ 4" i:;·w. DN. , I 2" V. UF _:__,j 2" V. FROM BELOW ',r{16) ~--. L-1 (2) ' -- ' ' ' 2" V. < A/C) @DD-I (150 eFJ ---• ea ' ,.... .. .• ---~-.... --r ' ------______ J ------------ ' ' i i -1----------- 2" W. DN. AND 2" V. Uf' TO 2" Y.T.R "i I ' ' 2" V.T.R: .. ---t---t--o- l. 2" C.W. ( A/C) ' I I ' ' I 3" V.F~ BELOW FLOOR ----1---+--' ' ' ' I ' I ••------•-•. _._ l ----· --• I l I , __ V2•• I I I j -' --- i-3,:." CW ( AIC) TO l 1-!OSE 6166 ON~ PARTIAL SECOND FLOOR PLAN SCALE, 1/4" • 1'-12>" . ,. . ' ' , . . ' - . ' . ' F&-2 Ml-!-1 ---....... ½" OFF&ET PIFING AF!OUND COLUMN 3 &IZE 'A' <I-IW> _, --------____ ...,_ I" 1-1.W. < A/CJ FD-I ~----+S~OWER ! FLOOR DRAIN =:--.--.-~--i ' ' ' ; • .,.-! I >1 :1 I l L ~1...;_ . ..._: _ .• ·:·~IJ 1 __ ···•-____ ____ __ _ _____ _ ---------------J ' ---..... -,_ ... \ -... _;: -...!. f . . ' -· 14" 1-lW DOII.N TO 1ST FLOOR ,, / ll4" CW <AIC) TO 1-IOeE 6166 ON ~OF ----...----------T 2 Pe j ' ElOC:- ' ' 0 0 0 0 ® 0 G) ® ® @ @ @ ® . SHEET NOTES ◄" Ill DOUN AND 3" V. UP TO V.T.R 3/4" TW f CW DOILN TO LAVATORIE&. WJ.I.A ANP 8"~" ACCES& PANEL W.C.O. ANP ACCee& COVER 51-WT OFF VALVE AND 12"xl2" ACCE&& PANEL (@) SET I-IEJGHT • 18" ABOVE FINISHED FLOOR VENT AND WATER PIPING WITMIN PLUMBING WALL OR STUD SPACE. WASTE, \11:NT AND WATER WITMIN PLUMBING WALL OR STUD SPACE. 2" V. FROM BELOW FL~ TO ABOVE CEILING OR CON'ECT TO VENT HEADER WATER MEATER-FLUE UF' Tl-lfal Fi:OOF OFFSET TO CLEAR DUCT • &EE MECMANICAL DRAWINGS. OITSET SMALL NOT EXCEED 46' FROM Tl-IE VERTICAL. e!:E ARCI-IITECTURAL SECTION ws,. ntA26 AND &IA&':!. Sl-!UT•OFf VALVE ABOVE LIFT OUT CEILING. l<NUTCH ANGLE BRACE MET AL DECK SUPPORT FOR PIPE DROP. SEE STFi<UCTIJRAL DW::.S. CONCEALED TRAP PRIMER IN WALL. SEE DETAIL 41Pl0. SLOAN 'EL2◄8 TRANSFOR'!ER FOR TWO (2) SENSOR OPERATED LAVATORY' FAUCET&, AND 8"x8" WALL ACCESS PANEL BELOW COUNTE!UOP. SLOAN 'ELl54 Tlli:ANSl'ORMl:R FOR ONE (I) 8EN60R OPERATED IJIIIRAL Fl.USM VALVE, AND &"x&" WALL ACCESS PANEL. SYMMONS t&-21210-3/4" TMERM05TATJC MIXING VALVE WITf.l STOP CMECKS AND MOUNTING FLANGE. PROVIDE SUPPORT TO STFaJCTURE AND Bl1ETAL DIAL TMEFiiMOMETER. SET OUTLET TEM"ERATIJR! TO 90'F. PROVIDE UNIONS ON INLET AND OUTl.ET COl'INECTIONS. -F'fi!OVtDE PISI-IWASMER ROIJGl,I-IN f CONNECTION INCLUDING, CMROME PLATED AIR GAF FITTING, MOLE IN SIN!<. LEDGE, TWO WAY ANGLE STOP, DISI-UASMER DRAIN HOSES, &TAINLESS &TEEL I-IOS-E CLAMPS f·SINK T AILPfECE INLET FITTING. £ 2" V. Fi-!OM SELOW 2"~ UF TO 2" V.T.R 2" W. DOLIN ---------------. -~ ---··--. -. . .. --··· - ~..... ---------. ...... !:,;"_,,. ...... ---.... PARTIAL SECOND FLOOR PLAN I SCALE, 114" = l'-!Z>" B ~ C DD KEY PLAN Date: 511 5/9, Job No: 5 -I 5 -9 7 F\.toN CHECK SLBMITT AL 6 -20 -9 7 F\.toN CH':CK 1<ESL.BMTT AL 7-8-97 EIJLDN:; F'6!'MIT 7-15-97 FOR ~OS 10-20·97 FOR ~ID CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRI\IE, SUITE 100 SAN DIEGO, CA. 92117 (61!1) 581-2161 FAX (619) 581-2026 Carlsbad City Library. CardwelVMcOra,w Architects ' 2958 Arcl'itecture Plami~ Interiors 'f 1221 Su:o,ld A-.. Saalh WA 98101 206 622-23'1 ' ' ,. . I I 701 D Snet San Cllgo CA &2fOl !! 231$61; : PS 0720921 I I~ · · -..~r a". ' ' 2"vTR~,';, -)I I I I ,,.. / / I I I _) I 2" ~/.,,- I I I ~, I I ', I I > I I ,,,.,.. / I _, _, I _, _, I l-/ 3" '\,, MR-I u ZS 2" 4" G;CO 2" vTR --:i:1,, I I I 2r• ---<f l I I ' ' / 2 " I ' I I"' I ' .1..:.1&1 I I' ' / "1 I .I I<'/'--! .i...:..l I ', I 3" YIR ~ td >1 .1..:.1 / / "t--2 " / I" '-4 n_r·• -2" :Jil / r~/ l..:J I I", 2" r--.::-..r I -' I 4" WCO I I !',( 1--,,, 5\__ 2" I I I ..... , 211 /~ II - I I / I' /1 -' -J I 1~1-~,J-~ i ' ~ ~~ -:. I WC If' fl2.:J ~ I ·-· I v'--1 ':,,i,,,_ ~ ~3" I UJC-1 f-2" 4u__/ "-..~,. FCO , "'l..._"( i ' '),/"" lUC-IA I , I 2" 41f UJCO 1...,--_., 4"J I ____ ~ I ~--fl2.:J '--"-._ 2 " ~ TRAF FRIMER@ 2" 01sµwASl-!ER AIR GAP FITTING; 4" 2" 2" WASTE AND VENT PIPING DIAGRAM NO SCALE 2" vTR El2c19,/\ V "-2" 4" 2" vTR ~ Jil-( , ' I I ' , I I ', I I ' , I I '1 I 1--> I I I S-2 I ' I I Date: 511 519 7 Job No: 5 -I 5 -9 7 PLAN Cl-ECK SLBVITT AL 6 -20 -9 7 PLAN a.ECK RESLBVITT AL 7 • 8 -9 7 BULD!'\G PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID SEVIER CONSULTING MECHANICAL ENGINEERS 4375 JUTLAND DRIVE, SUITE 100 SAN DIEGO, CA. 92117 (619) 581-2161 FAX (619) 581-2026 Carlsbad City Library, Cardwell/McGraw Architects 2958 ArchHecture fl~ Interiors WASIE AND VENT DIAGRAMS PLUMBING 1221 Seca id AvenJB Sealllll WA 98101 206 622-2311 ) 701 B street Sen CA 92101 619 23KJ7$ . ti PS 012092:, l~t1·'-/_i~}: --------,---------- ,_ - ,' -, ---,-,----------------------.-----:,. ·--, -----. -.. ·--, . -. ---,; -,,. -,~'//, -'/ -.,, .,, ,,,. / .,, _, / , ,· , ,. , -/--,, ___ -____ ----___ .,_ ·--.-___ .. ___ ,·_ ---------·-------<----•--------. ----'-----·"---. ----___ ,-___ -,_ i --·--·- •' r --, ----, ---------------··-----------------------RJMP(TYPJ COOLING TQUER -· . ' 2" Y. (U!G,J-----, I" CW DN. ' , / 02"VTR~ 2" Y. UP ON WALL 1-·-------1 --------TO U/G-----.. _ L.,;, I" CW • ,CJ: 1 ILING_ ~ +24'~ 'H::;t..---~ . . -------'----"--.;..-.... --- F&-1-10 / l" CW (U':'_J __ ,_~---✓ ~---2"YTR ! r-f-lR:S 0 0 0 0 GA& METER--- 0 X-TANK ' /, .+----<I--. l" CW. . ' UP ______ J ~ ~ °' ', r TI-IRJJ WALL ABOVE 3-" (U"'-) , -'I).. GRADE ' DROP TO U/G ~-'"' X --"' I" (UIG! ;4.;,_ -----------1..-dl_,.,,- ~ Fco ~-~G ,, &EE F·2 FOR \ CONTINUATION 6 \_OFFSET OUT / BEYOND FOOTrNCs -· • --· __ -4_ ------- .. - :-~ '4"1 I½" CW (U/GJ \ <I.E.•leh.0f:P') -· --------- r - -----·------------------------------•• I " . . ' . : . , , . , \_CURB I 1 SEE F2 FOR _/ CONTINUATION PLAN NOTES I" REDUCED FRE&SURE 6ACl<FLOW PREVENTER MOUNTED AT •3-6" AF.F. &LIFFORTED TO WALL. EME~ENCY SI-IOWER AND EYEWASl-l @. ANCHOR BASE PLATE TO FLOOR .6ND PROVIDE 5T ANDOFF SUPPORT TO WALL NEXT TO SHOWER I-IEAD. I" CW STUB UP WITH 6.Y. •24" A.FF. FOR CONNECTION TO HEATING SYSTEM MAKE-UP WATER ® I" cw STUB UP WITH $.v. •24" AFF. FOR CONNECTION TO COOLING-SY&TE11 MAKE-UP WATER ' WATERPROOF SEAL ,cl.Ro.ND FIFE PENETRAT!ON TH~ WALL. ' MOLNT G:AS PIPING ON WALL. COORDINATE ROOTING- WITI-1 MECI-I. Olin. M1E>: TERMINATE 6" A60VE TOP OF WALL ' . ! __ ,,. .... ✓--------------:,. ,,/ .... __ ,. ....__ •• ---------__ ·,1 ', ,,-, .,. 7 -------------1--------· ---•---I • • -------------------------· . ·----------· -·---·------~ ---. .. . --------- f CONCRETE WALK _/ ' ----I I" CUI &T"5 UP WlTI-1 B.v. CONNECT TO COOLINCi TOWER MAKE-UP WATER 5YSTEM AND PROVIDE DRAIN& TO FLOOR &INK EXPOSED TRAP PRIMER 4 FIFE ON WALL. SEE 411'"10. -. . FLOOR SINK SHALL 6E SET ON A MINIMUM l&"xle"l<2" HIGH CONCRETE FAD. MECHANICAL E UIPMENT YARD ENCLOSURE PLAN &CALE, l/4" • 1'-0" .---------Gs--<f __ l_" __ <SYSTEM Ai---- • .-----(SYSTEM BJ---es---,------, FLEXIBLE CONNECTION, L \ -G:.C. .---1!6i1:1--+--1-----' G.C, 4" lrFLANG:E YiillF--1 G:.C. "1~METE8 SYSTEM A -BASl:D ON 350 FT. F!UN. SYSTEM 6 -6A5ED ON 50 FT. RUN. HEATING SYSTEM BOILER (115&,CFI-I) WATES w HEATE8 (15 CFI-IJ 5 DETAIL NO SCALE SlNK, s-I rN Fa'"! "121 AND i:;;s-t "231- FINISI-IED FLOOR FLOW CONTROL FITTl!lti <112 G:ALJ ----J COLD WATER STOP HOT WATER STOP COUNTER CA6'T, ELECTR!C J-eox FLEXCO,U,UIT • WIRING INSTANTANEOUS WATER HEATER NO SCALE 2'-0" MIN. ABOV!: I-IIG:HES T POINT WHERE FLUE: FA55E5 THROIJGsl.l---- U.L.~YED VENT CAP STORM COLLAR FLASHING ROOFING, 6EE ARCH. Dl:T AIL 51-11:ET A-23 SPACER COLLAR J I ATTACHED TO Ml:TAL PAN -I i--+-+-1" MIN. CLEARANCE ......,.f-J-----UL APFROYED B-1 TYPE: DC\JBLE WALL ROUNDVENTFIF'E FLUE THAU ROOF DETAIL NO SCALE VENT FOR PIPE MS GREATER THAN 15 FT.---.. 2" MIN. ------ I½" MIN. SLOPE AT -= ·,c.-'----1/&"IFT MN. 2" FITTINGS OR "U" 6END TRAP MINIMUM TRAP DEF'TM DRAW THFal UNIT x•/FAN 5.f'. 2/ I" + + BLO.U TM~ UNIT x•FIW S.f'. I" + I-IEAT FIJMf' OR AC. lJll!T Fl0 , 7 Pl0 ANCMO'-£ TO WALL &MILA!< TO 2.1"'10. NOTES: I. &ET WATEI< 1-EATEI< T!MI". AT l2Cl'F ~---P. I T.RY. IIITH 1-W TH. -r-----· I I cw e.v. RILL &IZE Pl<AN TO EXTEl<IOR ,,,-,---PIELECTl<IC LNICN (TYP J I" X 18 GA. GALY. 6Ell!MIC &TF!A!" AT 213 FOll'IT CIFHEATER l<ELIEF VAL \IE Pl<AIN --¾" TO FLOOI< &INK----+-....., ,---+---IIIATE!t HEATEI< ®~ -El<PAN&ICN TANK ® FLOOR" ~ ¾" f'L TIIJOOP • ANCllO!i; TO Fl<AME IIITJ.! l<o" MACHINE BOLT& AT b" O.C. SECTION AT WATER HEATER SUPPORT I NO SCALE FLUE THRU ROCF SEE DETAIL P. • T.RV. WITI-1 FULL SIZE DRAIN TO FLOOR SINK 4" 16 G:A BLOCKING: 7 P-3 3 "10 SM.S. EACH r END (T'r'F. OF 4) ---L l"---d, 1---4" e.v. ~--:,,.....r-DIELEC~IC UNION <TYFJ 3/4" 2½"xl4" GA. C.ALV. STEEL STRAP AROUND TANK Fl0 2" MIN. (TYPICAL! --+-I FLEX CON-,t -~~I,.~t=~F=jttl WITH 3 "10 SMS TO BLOCKING AT EACH !:ND (T'r'P, OF 2) NQTE, SET WATER i-lEATER TEMP. AT 1201F 1 WATER PIPING DIAGRAM NO SC.ALE 0 FLUSH VAL YE 0 TRAP PRIMER. MOUNTED BELOW YACLll16REAl<ER 0 ½" SOFT COPl"E:R i'l.l6E BELOW FLOOR SLAB 0 FINISI-IED FLOOR ® FLOOR DRAIN WITH TRAP FRIMl:R INLET TRAP PRIMER CONNECTION NO SCALE ~---TIIICE-OIT FIIIGM TOP OF l"IPE ~-0\'EIIIMEAP COLO IIIA'l!!llt PIPING L AllO\o1! CEILINCi e,11.L l--~-...L,-,,7,:-,<-~,• YAL>'E- INION-----'----¼ I P.P.P, IC. -'DJU6TAB.E Tl<AP Fl<M:I< YAI. VE ------,1 = -I ACCEe& / .... -j----f'F'E OOFFORT TYPICAL f'AN!L ------112" Ea»uEO ON WALL l'tlllll-ED !'I.OOlt 2 Fl~ FllD R.OOl<DRAIN OR R.OQtlt &IIK ~---T~-Cl'F l'liOl1 TOP CIF F'l"E ~-0\,£-,'D CGII.D WATER FIFING L Al!lO';ECEILINCi l BALL ----iii VAi.;'!;-1----f'.P.P. IC-~TM!LE 1'll!M" FRI IEfic: VAL \t'E •----fDFE !!.:Ji I ORI I MECH r<:IUIP. f-1 __ _ _ YIR:> I ENCL.. TTPICAI. t-----112" CW ElCPO&EP ON IIW.L FIN181-1EP FLOOR Dat81 5115197 Job No: 5 -I 5 · 9 7 PLAN Cl-ECK Si..l3WITT AL 6 -20 -9 7 PLAN CIEO< l<ESI.EMTT AL 7-8-97 EULOIIIG P8<M1' 7·15-97 F0"1 6DS 10-20-97 FOi< l<EEIID ) SEVIER ENGINEERS CONSULTING lirECHANICAI. ENGINEERS 4375 JUTUN!l DRIVE, SUITE 1 00 SAN DIEGO, CA. 92117 (619) 581-2161 FAX (619) 581-2026 2958 --------------- CardwelVMcGraw Arc · 'ts ' Architecture Planrirc, Interiors ,,. PLUMBING DETALS& GAS PIPING DIAGRAM . 1e TYPICAL A.C. CONDENSATE TRAP e TRAP PRIMER DETAIL ~~ ... ..,.::..., f'll...Q -~NO~s~c::'.AL~E=--------------------------------------------------------~::::F_:l"'.:LL~N'.:o~s~c:A~L:E:._ ______________________ ~~l"':1:"LJ~N:o:..:SC.A~::L::e:..... _______________ ,;., _______ ~~'.LL_I!101!,!!B!S11!:!cat!!!!JS1n!!!!l,E CA . 92101 811231--orsi / PSI 0720HIIII- I- ' 1 ' I ' J ' I I I j ' -i I ~ '/ -✓ X ------~----------. -----------------------I ...._____ -------.. ------- I -------r-----;;:--ccc,=---------------------1t:':"-23 ----=-:-:. -=::::. ==!::. ===-====--=== -==-:::::::---====..:.. --,--I lr-r-rl I ...,......,..I I ..,...~ I I • I ' I I . I;@· i ._ 13 • ; i I ' r . 6a -- ---I-----j ___._,I.---- -----< I -----< I a,a ' ' I ( \ SEE SHEET E2I FOR ADDITIONAL CONDUIT AND Y'llRE REQUIREMENTS. \ \ . --------------- TSI "HAl"-6,8 ® (TYPJ "LA"-25 ® I. ==CJc:;lc:::;] 4G ) "HAl"f """------J1~ = = ~"' (TYPJ~ I "-1,--,:;62□ ~ 0 v~UH~\ 1 ,ftr,('i~ 0 0 D "HAl"-I 0 ---,----, 3 ,5,1_---+--t ® ---- 0 01 @"HAl"-1 I I I I I ! 1 □ Cl CJ □na □□ a 0 c a a 2 SITE ELEGTRIGAL PLAN SCALE,-I"=40'-0" I I Ll0HT FIXTURE TYPE "A2" SHALL HAVE TYPE TII DISTRIBUTION Y'llTH MAXIMUM LIGHT DISTRIBUTION TOWARD PARKING LOT. MINIMUM CONDUIT SIZE FOR SITE LIGHTING CIRCUITS SHALL BE I "C. AND RUN AT 24" BELOV'l FINISHED GRADE. ALL CONDUIT UNDER TRAFFIC AREAS SHALL BE MINIMUM 24" BELOW FINISHED GRADE. COORDINATE ALL LIGHT FIXTURE LOCATIONS WITH ARCHITECTURAL DRAHINGS PRIOR TO ROUSH-IN. I ------------ / I I EXISTIN0 TURNAROUND. NOTES <D @ ® © ® G) ® @ @ ® @ @ @ PUTILITY (SDG4 E) COMPANY PADMOUNT TRANSFORMER LOCATION. EMERGENCY GENERATOR "E0I", 230KV'-l-4B0/211Y-3PH-4H, NEMA 3R. TRANSFER SrllTCH "TSI", 400A-4B0/211V-3PH-4W. UTILITY COMPANY METERING PULLSECTION AND LOCATION IN ELECTRICAL ROOM. PARKIN& LOT Ll0HTIN6 FIXTURE (METAL HALIDE) ON 40'-0" POLES, (TYPICAL TYPE "Al" AND "A2" FIXTURES) PROVIDE CONCRETE POLE BASE PER DETAIL (A'\ E![Be, PARKIN& LOT Ll6HTING FIXTURE (METAL HALIDE) ON 20'-0" POLES, (TYPICAL TYPE "A" FIXTURES) PROVIDE CONCRETE POLE BASE PER DETAIL {E"j 818 MAIN TELEPHONE BACKBOARD "MTB", SEE ENLARGED PLAN ON SHEET E-3. EXISTING SD64E HANDHOLE #HI094I6 TO REMAIN . PROVIDE CONCRETE POLE BASE FLUSH 1-'llTH GRADE, SEE @ Eil}7e, POINT-OF-CONNECTION FOR ELECTRICAL SERVICE TO BUILDIN6. EXISTIN0 ELECTRICAL AND TELEPHONE UTILITY COMPANY DUCTBANK TO REMAIN . EXISTIN6 SDG4E HANDHOLE TO REMAIN. EXISTING PARKING LOT LIGHTING FIXTURE TO REMAIN. (TYPICAL) PROVIDE 18"(1-'l) X 24"(L) CONCRETE HANDHOLE 1-'l/ TRAFFIC GOVER FOR CATV POINT-OF-CONNECTION FOR SERVICE TO BUILDINS. ,- EXISTING TELEPHONE COMPANY MANHOLE TO REMAIN POINT-OF-CONNECTION FOR TELEPHONE SERVICE TO BUILDING. SATELLITE DISH LOCATION, SEE SHEET El6. EXISTINS 250 Y'IATT METAL HALIDE PARKING LOT LISHTIN0 FIXTURE AND 20' POLE TO BE RELOCATED, SEE NOTE #18. DEMOLISH EXISTING 30"DIA. X 36" CONCRETE POLE BASE. PAINT EXISTING POLE AND LUMINAIRE (1-'llTH TWO (2) GOATS OF PAINT) TO MATCH NEl-'l LISHT FIXTURE TYPE "A". PROVIDE NEW LAMP (MA TGH EXISTING) AND NEl-'l 211V BALLAST. NEW LOCATION FOR EXISTING PARKINS LOT LIGHT FIXTURE AND POLE, SEE NOTE 1111. PROVIDE CONCRETE MOUNTING BASE PER DETAIL@ E![El8 NOT USED. JUNCTION BOX, 120V FOR 1-'lATER FEATURE, COORDINATE EXACT LOCATION WITH OHNER'S REP PRIOR TO ROUSH-IN. BOLLARD LIGHT FIXTURE (TYPE "JJ") SEE MOUNTING BASE DETAILffi Efil2s PROVIDE (I) 4" TELEPHONE CONDUIT AT 24" BELOW GRADE PER TELEPHONE COMPANY REQUIREMENTS. PROVIDE (I) 4" ELECTRICAL CONDUIT AT 36" BELOl-'l GRADE PER SD041;: COMPANY REQUIREMENTS. NOT USED. MECHANICAL EQUIPMENT YARD, SEE SHEET E-20. NOT USED. (I) 2"C. (CATV). GA TV BACKBOARD FOR CA TV. ROUTE CONDUITS IN JOINT TRENCH PER SDG4E STANDARDS. (4) 5" CONDUITS PER SD0$E STANDARDS. (I) 4"G.-3#500MCM + 2#500MGM (NEUTRAL) + 1#4/0 (GND). JUNCTION BOX (NEMA 3R) FOR I20V TO IRRIGATION CONTROL, VERIFY LOCATION WITH LANDSCAPE DRAWINSS PRIOR TO ROUGH-IN. 2" CA TV CONDUIT AT 24" BELOV'l GRADE PER UTILITY COMPANY REQUIREMENTS. UTILITY GA TV SERVICE. DISCONNECT SHITGH FOR SIGN LIGHT, 20A-IP, NEMA 3R. TO LIGHTING PANEL VIA Ll6HTINS CONTROL PANEL "LCP", ROOM 105, SEE C£'j E}jp3 LANDSCAPE Ll0HTING, VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. IN-GROUND LIGHT FIXTURE, SEE C£'j '@4 TYPE "YI" LISHT FIXTURE FLUSH MOUNTED, IN-GROUND TYPE, SEE(B'\ @4 @ GRANITE BOLLARD, SEE ARCHITECTURAL. FIRE ALARM SYSTEM TAMPER SrllTGHES. NOT USED. PROVIDE FLUSH MOUNTED "IN-GROUND" LISHT FIXTURE FOR FLAG POLE (LOCATE FIXTURES 24" FROM POLE), LIGHT FIXTURE TYPE "Y" SEE~ , A El E24 -· DISCONNECT AND REMOVE EXISTINS 30' CONCRETE POLE AND LUMINAIRE. DEMOLISH EXISTING CONCRETE POLE BASE. LOCATE FIXTURE 24" FROM SIGN. Date= 5-15-97 Job No.: 96013 5 -I 5 -9 7 PLAN Ci--aECK SUBMITTAL 6 -2 0 -9 7 PLAN Ci--aECK RESU8MITT AL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID 61JSO C■mlna ca la Sl-h. Sutt• 301 San Ol•go. CA U210B a1e.2.e1.1a,c1-.e.0 ta,,; 2,;,1.e-:sa-e V.B.K.E. JOB NO. MS96044 . . .. /j .. i Paul It Ericton 111 -No. 11219 c:. . I " , I • l ·' ' --.,._..., Carlsbad City Library , Arc:hitecb.!lre Plai'.li11ing ~n~eriors ELECTRICAL S!lE PLAN 1221 Second Avenue Seattle WA 98101 206 622"2311 701 B street 1200 San Diego CA9210! 619 231-0751,, 2 l.(A) I a @I ~ $~'1, ~,b $Q,P ~ - @ ~ D(8} l2l---l2l 0 00- IFAGPI [El- ~ c®-- F► @ ® 0 (§) .. "A" 2 -'\ Ill ((( -E-- ~ 45 RY {8J!,I" -- SYMBOLS FLUORESCENT Ll6HT FIXTlJRE, LETT1:R-INDIGATES lYPE "A", SYMBOL INDICATES (2) lYPE "A" FIXTlJRES, "2'" l~IGATES CIRCUIT NUMBER, "a" INDICATES SHITGH DESl6NATION GfaNTROLLIN6 FIXTlJRES DOT INDIG$,TES FIXTlJRE CONNECTED TO EMERGENCY POV'IER FLUORESCENT STRIP Ll6HT FIXTlJRE, LETTER INDICATES lYPE "A", "2" INDICATES CIRCUIT NUMBER, "a" INDICATES SWITCH DESl6NATION CONTROLLIN6 FIXTlJRES Ll6HT FIXTlJRE, LETTER INDICATES lYPE "B", "2" INDICATES CIRCUIT NUMBER, "a" INDICATES SWITCH DESIGNATION CONTROLLING FIXTlJRES. EXIT Ll6HT FIXTlJRE, SHADIN6 INDICATES FAGE WITH DIRECTIONAL ARROH (IF REQUIRED). EMERGENCY BATTERY PACK LIGHT FIXTlJRE. Ll6HT SWITCH, "a", AND "b" INDICATE NI.IMBER OF SHITCHES AND FIX- TlJRES CONTROLLED BY SHITGHES, "LY" INDICATES LOH VOLTA6E Ll6HT Sv-llTGH, THREE-HAY, "a" AND "b" INDICATE NUMBER OF SHITCHES AND Ll6HT FIXTlJRES CONTROLLED BY SHITGHES Ll&HT SHITGH, 4-HAY "a" AND "b" INDICATE NUMBER OF SWITCHES AND FIXTURES CONTROLLED BY SHITGHES KEY-OPERATED SHITGH, MAINTAINED CONTACT, "a" AND "b" INDICATE NUMBER OF SWITCHES AND FIXTURES CONTROLLED BY Sv-llTCHES DIMMER SWITCH, "a" AND "b" INDICATE NUMBER OF SHITGHES AND FIXTlJRES CONTROLLED BY SHITGHES. JLINGTION BOX WITH GOVER JUNCTION BOX PROVIDED BY OTHERS POHER PANEL, 2OB/l2OV-3PH-4H DUPLEX REGEPTAGLE DUPLEX RECEPT AGLE ON EMER6ENGY CIRCUIT FOURPLEX REGEPT AGLE. FOURPLEX RECEPTACLE ON EMER6ENCY POHER. SPECIAL PURPOSE REGEPTAGLE, "A" INDICATES SIZE AND lYPE GLOCK OUTLET TELEPHONE OUTLET. TELEPHONE OUTLET, HALL lYPE. PAY TELEPHONE OUTLET l TELEPHONE/DATA OUTLET HITH 11 CONDUIT TO CLOS!cST "MDF" OR "IDF" BACKBOARD (RM t11oq' OR RM #251') DATA OUTLET IN FLUSH FLOOR/BOX WITH (I) 5/4" CONDUIT TO CLOSEST "MDF" OR "IDF" BAGKBOARD /RM #IO<\ OR RM #231') , TELEPHONE OUTLET IN FLUSH' FLOOR BOX HITH (I) 3/4" CONDUIT TO CLOSEST "MDF" OR "ID/" BACKBOARD (RM #10<\ OR RM #251') HALL MOUNTED SPEAKEtl , PA SYSTEM SPEAKER,/ HALL MOUNTED PAGW!G HORN HALL MOUNTED SP~ER HITH INTEGRAL VOLUME CONTROL SHITGH FLUSH HALL MOU~TED VOLUME CONTROL SHITCH AT +48" AFF MICROPHONE C!lJh£T , ' FIRE ALARM 9'DNTROL PANEL. FIRE ALARM MANUAL PULL STATION. FIRE ALARM HORN AUDIO VISUAL DEVICE FIRE ALA"RM VISUAL DEVICE. FIREMANS PHONE JACK, SMOKE DETECTOR. . HEAT DETECTOR. DUCT DETECTOR FURNISHED, CONNECTED AND TESTEt;> BY 1'IVISION 16 (ELECTRICAL). PRESSURE ACTUATED ALARM SHITCH INSTALLED BY DIVISION 15 /MECHANICAL) MA6NETIC DOOR HOLDER FLOH SHITGH POST INDICATING VALVE TAMPER Sv-llTCH. CONDUIT AND VilRE RUN UNDERFLOOR OR UNDERGROUND CONDUIT AND HIRE RUN EXPOSED CONDUIT AND HIRE RUN CONGEALED IN HALL, FLOOR OR GEILIN6 HOMERUN TO PANELBOARD "A", "2" INDICATES GIRGUIT NUMBER. SLASH MARKS INDICATE NUMBER OF 1112 AHG HIRES, NO SLASH MARKS INDICATE 2 Dl2 AHG HIRES, U.ON CHEVRON MARKS INDICATE NUMBER OF #10 AHG HIRES, U O.N EMERGENCY BRANCH CONDUIT AND Y'IIRE. FLEXIBLE CONDUIT CONDUIT STUB-OUT f"\l'GAP DISCONNECT (SAFElY) SHITGH, "F" INDICATES FUSED, "BLANK" INDI- GA TES NON-FUSED COMBINATION CIRCUIT CONTROLLER/MAGNETIC MOTOR STARTER "I" INDICATES NEMA STARTER SIZE, "RV" INDICATES REDUCED VOLTAGE STARTER ENCLOSED CIRCUIT BREAKER FRACTIONAL HORSEPOY'IER MANUAL MOTOR STARTER COMPUTER SYSTEM CONDUIT COMPUTER REGEPTAGLE, EMERGENCY CIRCUIT SROUND FAULT INTERRUPTER RECEPT AGLE FIRE ALARM SYSTEM SMOKE/FIRE DAMPER v.lTH DUGT DETECTOR AND DAMPER STATlJS LIGHT FOR MOUNTINS HEIGHTS OF ALL DEVICES SEE SPEGIFIGATION SECTION lb050, "BASIC ELEGTRIGAL MATERIALS AND METHODS" _........_ -<~>- □ ___,H-- M/1. vyv ® ---, f-- ----,H'---- 0--1,, @2 @ [gJ ffi 8 cp< IM!CI = ® @ 0 AFF AFG ATS AV AWG BFG BS BKR GB G co. GU CLF DEF DP EF EG EGAP ELEG FA FAAP FACP G, GFI GFP GND HP KAIG KVA KY'l LTG LY MCG N NC NO NL OFCI OFVJ PNL PNLBD R6S SHT ST SHBD SYM TYP VG UON VA HP XFMR MOTOR CONNECTION, NUMBER INDICATES HORSEPOHER FIRE DAMPER MOTOR BY MEGHANIGAL CLOSED GIRGUIT TV CAMERA. CLOSED GIRGUIT TV MONITOR TELEVISION OUTLET. SY'IITGH, SIZE, FUSE SIZE, AND lYPE AS INDICATED CIRCUIT BREAKER, MOLDED GASE, TRIP 5IZE AND# POLES AS INDICATED. FUSE, DRAVi-OUT. FUSE, lYPE AND STYLE AS INDICATED. BATTERY TRANSFORMER, SIZE, VOLTA6E, PHASE AS INDICATED SHUNT TRIP NORMALLY OPEN CONT AG TS NORMALLY CLOSED CONT AC TS GROUND GROUND ROD REFERENCE SYMBOL, A= DETAIL LETTER, E-1 = SHEET FROM HHIGH DETAIL IS TAKEN, E-2 = SHEET ON Y'IHIGH DETAIL IS DRAHN PHOTOCELL KEY INTERLOCK ENGINE GENERATOR EMER6ENG'( PUSHBUTTON SHITGH UNDER COUNTER (PART OF SEGURllY SYSTEM INTRUSION DETECTOR (PART OF SEGIJRllY SYSTEM) PA SYSTEM MICROPHONE OUTLET FLUSH FLOOR BOX, (2) 2-GANG BOXES, SEE SPECIFICATIONS SECURITY SYSTEM KEYPAD SEGURllY ALARM HORN FLUSH MOUNTED AT +B'-0" AFF OGGUPANGY SENSOR (PART OF LOH-VOLTAGE Sv.lTGHIN6 SYSTEM) ABBREVIATIONS ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AUTOMATIC TRANSFER SY'IITGH AUDIO VISUAL AMERICAN HIRE &AUGE BELOY'l FINISHED 6RADE BARE STRANDED BREAKER CIRCUIT BREAKER CONDUIT CONDUIT ONLY COPPER CURRENT LIMITING FUSE DUAL ELEMENT /Tl ME DELAY FUSE DISTRIBUTION PANEL EXHAUST FAN ENGINE GENERATOR ENGINE GENERATOR ANNUNCIATOR PANEL ELECTRIC, ELEGTRIGAL FIRE ALARM FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL 6ROUND FAULT INTERRUPTER GROUND FAULT PROTECTION GROUND HORSEPOHER THOUSANO AMPS INTERRUPTIN6 GAPACllY KILO-VOL TAMP KILOHATT LIGHTING LOY'! VOLTA6E MOTOR CONTROL GENTER NEUTRAL NORMALLY CLOSED NORMALLY OPEN NIGHT LIGHT OV.NER FURNISHED CONTRACTOR INSTALLED Of',NER FURNISHED VENDOR INSTALLED PANEL PANELBOARD Rl6ID 6ALVANIZED STEEL SHEET SHUNT TRIP SHITCHBOARD SYMMETRICAL lYPIGAL UNDERGROUND UNLESS OTHERWISE NOTED VOL TAMP HEATHERPROOF TRANSFORMER PANEL 'DP1' LOC DIMMER PNL, ITEM/LOCATION LTG/RM 130 SPARE SPARE SPARE SPACE w {L)Or-iG-CDNTINLFOUS VA ~ 1;; (N)ON-CONTINUOUS VA ~ DEMAr-lDAELE (R)ECEPTAClE * (K)ITCHrn (/EQUIP 0 ) NOTES VOLTAGE 120/208 V, 3<P 4W FED FROM "LC" RM 130 MIN A I C 10,000 * BKR/P # q, A q, 8 L 3/, 1 600 / 1200 L 3 600 / 1200 L ;,, L 7 / 600 L g 1200 / L / 13 / 15 / 17 / 6750 cp CDNr1 VA LCl I/A 0 A 2400 3000 - 0 B 3000 3750 a C 1350 1688 DISTRIBUTION PANEL: VOLTAGE· 480V-3PH BUS SIZE 400A-3PH-3W "DPH2" FED FROM· "MSB" MAIN 400A-3P LOCATION, RM 105c MIN. A IC. 30,000 NEMA 12 CIRC EQUIP EQUIPMENT LOAD LOAD AMPS O\IERCU RR ENT \\IRE & GND COND. REMARKS NO DESIG DESCRIPTION HP KVA L 1 L2 Ll DE\llCE OOANT DIA 1 AH-1 AIR HANDLER 60 77 00A-3P CB 3{/J/0 /j6 2· 2 AH-2 lO 14 30A-3P CB 3#10 #10 3/4" 3 AH-3 75 11 30A-3P CB 3#10 #10 3/4" 4 AH-4 75 11 JOA-JP CB 3#10 #10 3/4" 5 AH-5 5 76 20A-3P CB 3#12 #12 3/4" 6 AH-6 5 76 20A-3P CB 3#12 #12 3/4" 7 AH-7 1 1 B 15A-3P CB 3#72 #12 3/4" -----,........-~---·--c------------------· ·--·-------------------~-i--~--~-------------~------·-----· --- B RF-1 RElURN AIR FAN 30 40 OOA-3P CB 3#2 #B 1/4 9 ff-4 EXHAUST FAN 1 1/2 26 I 15A-3P CB 3#12 #12 3/4' ' -----a-' lO SPARE --i 20A-3P CB --- 11 12 SPACE SCHEDULE N OTES LINE TOTALS LO A D S U M M A R Y Lt A CONNECTED LOAD 170 KVA L2 A 25:1 OF LARGEST DE\llCE 19 3 KVA ' FEEDER DEMAND LOAD 189 3 KVA L3. A FEEDER DEMAND LOAD 228 A (I) PROYIDE FULL HEIGHT BIJSSID SPACE: FOR PANEL BUS SIZE 1 OOA-3P I PANEL VOLTAGE 120/208 V, 34> 4W BUS SIZE 100A-3P I MAIN MLO MTG FLUSH 'EDP1' FED FROM "ELA" MAIN MLO MTG FLUSH NEUTRAL FULL NEMA 1 LOC EMER. DIM PNL, RM 130 MIN A I.C 10,000 NEUTRAL FULL NEMA 1 <PC II BKR/P * ITEM/LOCATION ITEM /LOCA Tl ON * BKR/P # <PA q, 8 <PC # BKR/P * ITEM/LOCATION v; 3/, L LTG/RM 130 ~ L 600 / L SPARE 6 ~ l LTG /RM 130 / l SPARE 10 / LTG /RM 130 750 12 l / SPARE 14 / 16 / SPACE 18 CONN AMP'S PANEL CONNECTED KVA 6 8 f'clA 200 PANfl DEIAAND M-CPS 23 4 - 250 PANR CONNE.CTE.D NAPS 18 7 11.3 HIGH cp AMPS W/lCl 31,3 DA1E 10/14/97 LTG/RM 130 L 3/, 1 600 ✓; 3/, L LTG/RM 130 / 600 L 3 900 ·~ L LTG/RM 130.3, 130A / 600 LTG/RM 729 L ;, 300 L LTG/RM 730 1 450 6 LTG/RM 130 2 L 7 450 ~ SPARE / SPACE g / SPACE / 10 / / 12 13 / / 14 15 ~ / 17 / / 18 w (L)ONG-CONTINLFOUS V/J 3900 cp CONN' VA tCL VA OONN -WPS PI\NEL CONNECTED 't0/A 3,9 10/A ~ 1;; ~ * (N)ON-COITTIN"OUS VA 0 A 1650 2063 13 8 PANEL DrnANO AM?S 135 A -- OEMANDABLE (R)ECEPTAClE 0 8 7500 1875 12.5 PANEL CONNECTEV MIPS 708 A (K)~CHrn (/E□UI P O ) 0 C 750 938 63 HIGH <p AMPS W/LCl 17 2A NOTES [I] DATE 06/ 16/9' GENERAL NOTES THE TELEPHONE/DATA SYSTEM COMPONENTS AND V'llRIN6 SHALL BE AN OV'lNER FURNISHED -VENDOR INSTALLED SYSTEM, THE CONTRACTOR SHALL PROVIDE AN OUTLET BOX AND A I" CONDUIT TO THE BACKBOARD IN COMPUTER ROOM IIIOC! FOR EACH COMBINATION TELEPHONE/DATA OUTLET INDICATED TELEPHONE AND DATA OUTLETS IN FLUSH FLOOR BOXES SHALL HAVE (I) 3/4"C. TO THE BACKBOARD IN COMPUTER ROOM ttlOCl FOR EACH OUTLET INDICATED. THE CONTRACTOR SHALL COORDINATE ALL HORK HITH THE VENDOR PRIOR TO ROUGH-IN. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ALL TELEPHONE AND DATA SYSTEM HIRING RUN IN UNDERGROUND CONDUITS SHALL BE UL LISTED FOR HET LOCATIONS. THE SECURITY ACCESS SYSTEM COMPONENTS AND HIRING SHALL BE AN OV'lNER FURNISHED -VENDOR INSTALLED SYSTEM. THE SECURITY SYSTEM MANUFACTURER SHALL BE RADIONICS, INC (MODEL #8112-62) AND THE SYSTEM VENDOR SHALL BE RANCHO SANTA FE SECURITY SYSTEMS (C!42-0688) - THE CONTRACTOR SHALL PROVIDE AN OUTLET BOX AND CONDUIT SYSTEM (3/4"C MINIMUM) BETHEEN THE SECURITY SYSTEM PANEL IN ELECTRICAL ROOM 1110'1, AND EACH INTRUSION DETECTOR, SECURITY SYSTEM KEY PAD, AND MA6NETIC DOOR SV'llTCH ALL CONDUIT SHALL BE RUN CONCEALED. THE CONTRACTOR SHALL COORDINATE ALL V'lORK HITH THE VENDOR PRIOR TO ROIJ6H-IN. SEE SPECIFICATIONS FOR ADDITIONAL REQIJ I REMENTS. D~te: 5 -1 5 -9 1 Job No.= 96013 5-15-97 PLAN CHECK SUBMITTAL 6-20-97 PLAN CI-IECK RE$UBM ITT AL 7 -8 -9 7 BUILDING PERMIT 7 -I 5 -9 7 FOR 81D5 i0-20-97 <=OR REBID VAN BUUREN KIMPER:ENGINEER!NG ~rof•-lona:I l!!!ngln••• 6030 Camino d• I• ai..t■ 811,111:• 3Q1 aan Dl■go, CA lil2108 !11liil 21ii1181H!-C-f•x 25111.1!13&8 V.B. K.E, JOB NO. MS96044 ' SYMBOLS, ' '· ABBREVIATIOOS ANO SCHEDULES E2 1221 Second Avenue Seattle WA 98101 206 622-2i 701 B Street +200 San Diego CA92101 619 231-075 AUDIO/VISUAL JUNCTION BOX/CONDUIT SCHEDU)_E JUNCTION BOX JUNCTION BOX JUNCTION ROOi,, MOUNTING 1-----'B~O"-X~-+-----"D=ES~C"-R-"'IPT--=IO,.,_N,__ ___ +-'-'-NU=l,1! lic='R'------l---'-'H='El,,,G,,_HT'------11-,-,--S<Ds,,ESe,C,cRc,:IPT:..u,,IOe,Nc._ __ +----'F'--'R'-'O'-"M'-----i------'T;,O.....,_-l LV100 MAIN AUDIO/VISUAL JUNCTION BOX 13 ~ +36"AFF (1) 1/2"C. LV100 BOARDRM A/V 2a"(H) X 24''(W) X 6''(D) FLUSH } I (1) 3/4"C. J-li!OX, RM 218 MOUNTED W /SCREW COVER, 18 ' f l / ..... GUAGE· GALV. STEEL PAINT TO 1 1 " C. LV100 MULTI-PURPOSE RM MATCH/•SURROUNDING FINISH. 1 3/4"C. A/VJ-BOX, RM 153 i LV101 MAIN AUDIO/VISUAL JUNCTION BOX 20"(H) X 2a"(W) X 6"(D) FLUSH MOUNTED W/SCREW COVER, 18 GUAGE GALV. STEEL PAINT TD MATCH SURROUflDING FINISH. LV102 TWO (2) GANG "DEEP" SOX 131 131 LV103 6"(W) X 6"{H) X 6"(D) FLUSH MOUNTED 132 JUNCTION BOX W/SCREW COVER LV104 TWO (2) GANG 'DEEP" BOX 132 LV105 TWO (2) GANG •oEEP-BOX 132 LV105 TWO (2) GANG "DEEF'' BOX 132 LV107 JUNCTION BOX 20"(W) X 20"(L) X 130 6" (DJ FLUSH MOUNTED W/SCREW (STAGE) COVER, 18 GUAGE GALV. STEEL PAINT TO MATCH SURROUNDING LV1 08 FLUSH MOUNTED FLOOR BOX 130 COLE TLS-354-8 SERIES (STAGE) LV109 LV110 LVl 11 LV112 LVl 13 LV114 LVl 15 LV116 LV117 FLUSH MOUNTED FLOOR BOX COLE TLS-354-8 SERIES FLUSH MOUNTED FLOOR BOX COLE TLS-354-8 SERIES TWO (2) GANG "DEEP'' BOX TWO (2) GANG "DEEP" BOX CAMERA MOUNT J-BOX CAMERA MOUNT J-BOX CAMERA MOUNT J-aox CAMERA MOUNT J-BOX LV118 TWO (2) GANG 'DEEP" BOX LVl 19 TWO (2) GANG "DEEP-BOX 130 (STAGE) 130 (STAGE) 1J3 130.3. 130 130 130 130 130 130 (1l 1/2"C. LV100 GALLERY A/V (1 3/4''C. J-BOX, RM 154 (1) 3/4"C. LV100 SATELLITE A/V J-BOX, RM 109 LV100 +36" AFF (2) 1 -1 /2" C. LV101 +76''AFF (2) 1/2"C. LV102 CATV A/V J-BDX, RM 109 LV100 LV100 +36"AFf 13) 1"C. LV103 LV101 ~,-"-n!--'-1=-'" c"'.-------1--'L"'v-'1 ""03"---t----'L"'-v-"10""'0'-------l +54"AFF 1 1/2"C. LV104 LV101 1 1 /2"C. LVl04 LV103 +36''AFF 1 1/2"C. LV105 LV103 1) 1 /'LC. LV105 LV103 +54''AFF (1) 1/2"C. LV106 LV101 1 1/2''C. LV106 LV103 +36"A~F 2 1-112"C. LV107 LV100 1 3/4''C. LV107 LV100 1) 1"C. LV107 LV100 2) 1" C. LV107 TELE BD. RM 109 ---(3) 1 /2" C. LV108 LV107 ---(1) 1 /2''c. (2) 3/4"C. 1 1) ,·c. ---(3) 1/2"C. 3 1-1/4"C. 1 3/4"C. +15"AFr 2 1/2"C. 111 1/2''C. +108"AFF (2) 1/2"C. '1) 1-1 /4"c. 1l 3/4"C. +96"AFF (1) 1-1/4''c. (1) 1/t"C. +96"AFF (1i 1-1(.4"C, (1 1/2' c. +96"AFF (1) 1-1/4"C. (1) 1/t'C. i +12''AFF (1) 1-1/2"C'. 11) 1/2"C. ' +12'AFF (1) 1-1/Z"d,. 1) 1 /2'C. ' LV109 LV110 LV110 LV111 LV11 I LV112 LVl 12 LV113 LV114 LVl 15 LV116 LV107 LV107 TELE BD RM 109 LV100 LV103 LV101 LV100 LV101 LV101 LV101 LV101 LV118 LV101 LV119 LV101 LV120 TWO (2) GANG "DEEP-BOX W/SECURING COVER EXTERIOR + 12" AFF '2) 1 /2" C. L\1120 LV1 OD i-='--'-'-"-,-=--i------+--==-+----'==-----1 LV121 TWO (2) GANG "DEEi'" BOX LV122 TWO (2) GANG "DEEP" BOX LV127 ONE ( 1) GANG "DEEP" SOX LV1 28 ONE ( 1) GANG "DEEP" BOX LV129 TWO (2) GANG "DEEP" BOX LVl 30 LV131 LV132 LV133 LV134 LV1 .3:, LV136 LV137 TWO (2) GANG "DEEP" BOX TWO (2) GANG "DEEP" BOX FLUSH MOUNTED FLOOR BOX COLE TLS-354-8 SERIES FLUSH MOUNTED FLOOR BOX COLE TLS-354-8 SERIES FLUSH MOUNTED FLOOR BOX COLE TLS-3:,4-8 SERIES SAME "5 "LV133" FLUSH MOUNTED BOX WITH HINGED COVER STEEL CITY 665 SERIES SAME AS "LV133" LV138 FLlJSH MOUNTED ELECTRICAL BOX WITH HINGED COVER 1'£" X 12' X 4"(D) LV139 STANDARD VOICE/DATA RECEPTACLE L\1140 SAME AS "LV139" l\1141 SAME AS "LV139" L\1142 FOUR (4) GANG "DEEP" BOX LV143 FOUR (4) GANG "DEE~' BOX LV145 FOUR (4) GANG "DEE~' BOX ARCAOE AREA 131 (1) 1/Z"C. LV120 LV103 +15"AFF (1) 3/4"C. LV121 CATV BOARD, RM 218 130 +15"AFF (1) 3/4''C. • (STAGE) LV122 CATV 130 130 131 129 130 (STAGE) 130 (STAGE) 130 (STAGE) 130 (STAGE) 131 (FLOOR) 131 (FLOOR) 130.1 132 130 130 130 (STAGE) 131 +96"AFF (1) 1/2"C. +96"AFF (1) 1/2"c. ' +96"AFF (1) 1/2"C. +96"AFr (1) 1/2"C. I +84"AFF (2) 1"C. (1) 3/4"C. i1l 1/4"C. 1 1/2"C. 1 1 c. (1) 3/4"C. i1; 1-l/4"C. 1 1/t"C .. 1 1 C. , (1) 3/4"C. +36"AFF (1) \"C. +15''AFF (1) 1"C. +15"AFF (1) 1"C. +15" AFF (1) 1"C. BOARD, RM 218 . lV127 LV100 L\1128 LV100 LV129 LV101 LV130 LV101 LV131 LV107 LV132 LV107 LV133 LV107 LV134 COMP RM 109 LV135 COMP RM 109 LV136 LV107 LV137 COMP RM 109 LV138 LV107 LVl 39 COMP RM 109 LV140 COMP RM 109 LV141 COMP RM 109 + 15" AFF (I f'C. LV142 LV103 P.-'cc-'---=-ccc--------1c-'==-+~="-------, fl 1 j \,;-c1/4"c. LV142 Lv100 t 3/4"C. +15"AFF 1 1) 1"C. LV143 LV103 l-'c'--c--'~'-c-c,--------+--==--+~=~----1 fl1l J;-c1_/4"C. LV143 LV100 ( 3/4''c AUDIO/VISUAL SCHEDULE -POWER MOUNTING CIRCUIT ROOM ITEM DESCRIPTION HEIGHT NUMBER NUMBER REMARKS P100 DUPLEX RECEPTACLE W/ISOlATED +15"AFF "LG"-1 131 MAIN A/V SYSTEM POWER GROUND P101 DUPLEX RECEPTACLE W/ISOlATED +15"AFF "LrJ'-7 131 CIRCUIT ON SAME PHASE AS "P100" GROUND P102 DUPLEX RECEPTACLE +78"AFF "LG" -3 131 FILM PROJECTOR P103 DUPLEX RECEPTACLE W/ISOlATED +36" AFF "LrJ'-13 132 AUDIO MIXING SYSTEM GROUND CIRCUIT ON SAME PHASE AS "P 1 00" P104 DUPLEX RECEPTACLE W/ISOlATED +54"AFF "LG"-13 132 VIDEO MONITOR GROUND CIRCUIT ON SAME PHASE AS "P100" P105 DUPLEX RECEPTACLE W/ISOlATED +36"AFF 'LG"-19 132 CONVENIENCE OUTLET GROUND P106 DUPLEX RECEPTACLE W/ISOLATED +54"AFF "LG"-19 132 VIDEO MONITOR GROUND CIRCUIT ON SAME PHASE AS "P 100" P107 DUPLEX RECEPTACLE W/ISDLATED +15"AFF "LG" -25 130.1 STAGE A/V EQUIPMENT GROUND CIRCUIT ON SAME PHASE AS "P100" P108 DUPLEX RECEPTACLE IN FLUSH FLOOR "LG" -5 128 LECTERN LIGHT FLOOR BOX P109 DUPLEX RECEPTACLE IN FLUSH FLOOR "LG" -9 128 LECTERN LIGHT FLOOR BOX P110 DUPLEX RECEPTACLE W/ISOLATED FLOOR "LG"-31 128 PERSONAL COMPUTER GROUND IN FLUSH FLOOR BOX CIRCUIT ON SAME PHASE AS "Pl 00" P 1 11 DUPLEX RECEPTACLE W/ISOLATED +15"AFF "LG"-31 COURli'ARD FOYER MONITOR GROUND CIRCUIT ON SAME PHASE AS "P100" Pl 12 DUPLEX RECEPTACLE W/ISOLATED +15"AFF "LG" -37 COURTYARD COURTYARD MONITOR GROUND CIRCUIT ON SAME PHASE AS "P1 oo· P113 DUPLEX RECEPTACLE W/ISOLATED +36"AFF "LG"-11 131 MIXING CONSOLE GROUND LIGHTING CONSOLE Pl 14 DUPLEX RECEPTACLE W/ISOLATED +36"AFF "LG" -37 131 PERSONAL COMPUTER AND VIDEO GRAPHICS GROUND UNIT CIRCUIT ON SAME PHASE AS "P100" P115 DUPLEX RECEPTACLE +96"AFF "LG"-15 130 INFARED RADIATOR P116 DUPLEX RECEPTACLE +96"AFF "LG"-15 130 INFARED RADIATOR Pl 17 DUPLEX RECEPTACLE W/ISOLATED +84"AFF "LG"-2 129 VIDEO PROJECTOR GROUND CIRCUIT ON SAME PHASE AS "P100" P118 PROJECTOR SCREEN MOTOR CEILING "LG"-17 129 PROJECTOR SCREEN P119 PROJECTOR SCREEN MOTOR CEILING "LG"-4 129 . PROJECTOR SCREEN ' P120 DUPLEX RECEPTACLE W/ISOLATED GROUND IN FLlJSH FLOOR BOX STAGE "LG" -8 COURTYARD CIRCUIT ON SAME PH"5E f,S "P10a" P121 DUPLEX RECEPTACLE W/ISOLATED STAGE "LG"-14 128 PERSONAL COMPUTER GROUND IN FLUSH FLOOR BOX CIRCUIT ON SAME PHASE AS "P100" P122 DUPLEX RECEPTACLE W/ISOLATED FLOOR "LG"-20 TJO PREVIEW MONITOR GROUND 1N FLUSH FLOOR BOX CIRCUIT ON SAME PHASE-AS "P100" P123 4-PLEX RECEPTACLE W/ISOLATED +15"AFF "LG" -26 130 PRESS FEEDS GROUND CIRCUIT ON SAME PKASE AS "P1 00" P124 4-PLEX RECEPTACLE W/ISO!ATED +15"AFF "LG" -32 130 PRESS FEEDS GROUND CIRCUIT ON SAME PHASE "5 "P1 Oa" P125 4-PLEX RECEPTACLE W/ISOLATED +15"Aff "LG"-38 126 PRESS FEEDS GROUND CIRCUIT ON SAME PHASE AS" "P 1 O()" P126 4-PLEX RECEPTACLE W/ISOLATED -~-"LG"-10 EXTERIOR BROADCAST A/V EQUIPMENT GROUND IN WEATHERPROOF TV BOX (NEMA 3R) BOX GENERAL NOTES (AUDIONISUAL SYSTEMS 010RK) I. MUL Tl-GANG JUNCTION BOXES ASSOCIATED 011TH AUDIONISUAL SYSTEMS IAlORK SHALL COMPLY 011TH THE FOLLOl'llN6, A) I GANG BOX, STEEL CITY #Grl-I25-C B) 2 GANG BOX, STEEL CITY #Gl'l-225-C C) 3 GAN6 BOX, STEEL CITY #Gf'l-325-C D) 4 GANG BOX, STEEL CITY #GJ.'l-425-C E) 5 6ANG BOX, STEEL CITY #G01-525-C F) 6 GAN6 BOX, STEEL CITY #GJ.'l-625-C 2. rlHERE JUNCTION BOXES ARE SPECIFIED AS "DEEP", DEPTH OF BOX SHALL BE 3-1/2" MINIMUM. 3. 4. 6. ALL WALL JUNCTION BOXES SHALL BE MOUNTED FLUSH rllTH FINISHED FACE OF WALL. PROVIDE EXTENSION BOXES AT JAIALLS l'llTH APPLIED ACOUSTIC PANELS. ALL r!ALL JUNCTION BOXES SHALL BE INSTALLED 011TH MOUNTIN6 HOLES AT TOP AND BOTTOM, UNLESS OTHER01ISE NOTED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PULL CORDS IN ALL CONDUIT. r!HERE MORE THAN ONE CONDUIT TERMINATES IN A JUNCTION BOX, THE ELECTRICAL CONTRACTOR SHALL IDENTIFY EACH CONDUIT IN A MANNER ALLOV'-llNG INDENTIFIGATION OF CONDUITS AFTER ALL WALL FINISHES HAVE BEEN APPLIED. ALL CONDUITS SPECIFIED IN "AUDIONISIJAL J-BOX/CONDUIT SCHEDULE" SHALL BE RIGID OR EMT TYPE CONDUITS. FLEXIBLE CONDUITS MAY BE USED IN RUNS OF 12" OR LESS Y'!HERE BIJILDIN6 CODES ALLOY'! AND ACCESS IS PROVIDED TO FULL LENGTH OF RUN. NO BEND SMALLER THAN "101-b PERMITTED IN ANY CONDUIT, NOR MORE THAN THREE "101-b BENDS PERMITTED BETV'-lEEN ACCESSIBLE PULL BOXES. LIGHTING CONTROL SYSTEM ELECTRONICS MUST BE LOCATED IN AN ELECTRICAL OR OTHER AREA ISOLA TED FROM AUDIONISUAL EQUIPMENT TO PREVENT AUDIO AND CONTROL SYSTEM INTERFERENCE. DO NOT RUN LIGHTING SYSTEM POJAIER OR CONTROL CIRCUIT CONDUITS PARALLEL TO ANY AUDIONISUAL SYSTEM CONDUITS. 01HERE LIGHTING SYSTEM POJAIER OR CONTROL CIRCUIT MUST GROSS AUDIONISUAL SYSTEM CONDUITS, THEY SHALL GROSS AT CfO!-b TO EACH OTHER AND ON DIFFERENT PLANES. PANEL: VOLTAGE: 120/208 V, 3<4> 4W BUS SIZE: 1 OOA-3PH -'f __ ::::·-: __ ,_··-/: 'WH• FED FROM: "M DPL" MAIN: 100A-3PH MTG SURFACE LOC.: ELECTRICAL ROOM 105 I MIN. A.1.C.: 10,000 NEUTRAL: FULL NEMA: 1 ITEM/LOCATION • BKR/P # q, A q, B <4> C # BKR/P • ITEM/LOCATION WATER HEATER "WH-1" 20 / 1 1000 V 30 / WATER HEATER '"M-1-2" / 2000 . ,', 2 I . . -_ .-. / I . 3 '· 1000 /.I. 2000 : : 4 I 5 . . · . .·· 1000 ;, I 3 6 3 / . : . 2000 WATER HEATER "Wri:..3" 1500 .. . '"s SPARE l 20/ 7 I / -.... 20 / .. /2 . -·· 1500 ./ I 9 ' . / -. 10 WATER HEATER "WH-4" 20/ ? ... 1500 / I 12 3 . ... - /2 13 1500 ·. . :.-· ._. 7 SPACE I/ . _--_-. _·· :,·_· . 14 SPACE 15 . . ·. , . .. .... ✓ 7 --_ ·,. : '_ .-. 16 17 ... , .. , ."j / r.·.·: .. 18 •--·•·· 19 _. .. _.. . .I/ / . . :-: : -: :_: ·.· : ·::. 20 21 .. ' .. v L . / . ,,:_.::_: 22 23 ... ::-.", . j /. : :_ . .-: : :··:' :_: ._ _. ·.·.-:· :.· . 24 25 .--__ '. / . /. ·-·· · ... 26 27 .. ·,·. -: -... , ·: ::---:·, / /· . · . .-.-. 28 .. 29 .... . . v /. .. -:--_._.--:. 30 w {L)ONG-COITTINUOUS VA 0 ¢ CONN. VA LCL VA. CONN. MIPS PANEL CONNECTtO KVA. 15.0 KVA t: (N)ON·CONTINLJOUS VA 15000 A 6000 6000 50.0 PANEL DEMAND AMPS 41.6 A ~ DDN,J,,i£MSLE (R}ECEPTACL[ 0 B 4500 4500 37.5 PAN-EL CONNECTED AMPS 41.6 A * (K)ITCHEN (REQUIP. 0 ) o C 4500 4500 37.5 i-,r-cp., q, AMPS W/LCL 50.0 A NOTES: DAJEo 06/06/97 PANEL: VOLT AGE: 277 / 480 V, 3q, 4W BUS SIZE: 600A 3PH t·-:-.-_ -·.;--.,:. •EHB' FED FROM: EG1 MAIN: 300A-3P MTG: SURFACE LOC.: ROOM 105 MIN. A.I.C.: 14,000 NEUTRAL: 200% NEMA: 1 ITEM/LOCATION • BKR/P # <4> A <4> B <4> C # BKR/P • ITEM/LOCATION ELEVATOR 90 j 1 10613 i/ 250/ UPS .. .. 2 / 47000 . . .. ... I , ....... 10613 :V' I 3 I ... .. /. 43300 I :-. . 4 I 5 . 10613 / I 3 /. .... : .. :: :::--40100 6 3 SPARE 3/, 7 ... ,' ,'"'. -:· V: 30 j XfMR "ETB" / 2000 ·,_-:-:_.·_: : .. _. .. _._. . ' .. 8 9 .. V I / . . ._.. _-:. _._. 1000 10 1..,\- . . .. ·. / I ... 3 · __ ._._ .. ., . 1000 12 SPACE 13 1.-:-:. / 2y SPARE / ·: ... ··_-._. .... 14 15 · . .-. ' l{a / .. _._. .. I: :_· 17 · : .. I I/ • / .. 18 i .. .. 19, V SPACE . / 20 21 -: i/ I/ ... _-. · . 22 •23 . · . v, / :-. . . . . . . _-.-.. 241 25 .. V / -. : -_. . .. 26 . . 27 .. V / ' . .. .·. 28 29 ·.·:.: / . . .. 30 31 ·.. · .. V / . _--. 32 33 · .. ....... ...... -V / ... ,. . . . . -_ 34 .. 3; / ···.-· .. .. ·-36 37 .. ,'. -: -:.:·. V / ···-· -_ .. · 38 39 .--.-.-.. ·. _-V / :-, . ........ ,. 40 -. ,-' . .---.-. 41 . -· . I/ . .. -·-/. .. 42 _ .. _._., . . w (L)ONG-COrnlNUOUS <A o ¢ CONN. VA. LCL VA. CONN. AMPS PANEL CONNECTED f-NA 166.2 10/A ~ . (N)ON-CONTISUOUS VA 166239 A 59613 59613 215.2 PANEL DEl,,l,d,ND AMPS 200.0 A ~· OEM<NOABLE (~)ECEPTACLE 0 8 54913 54913 198.2 PANEL CONNECTED AMPS 200.0 A * (K)ffCHEN (IEQUIP. 0 ) o C 51713 51713 186.7 HIG!i q, AMPS W/lCl 215.2 A NOTES, 1. PROVIDE 200% RATED NEUTRAL BUS. DATE, 06/17/97 PANEL VOLTAGE: 120/208 V, 3<4> 4W BUS SIZE: 1 DOA 3PH ,. ,' ,_-._::·. WELB' FED FROM: "EHB" MAIN: . 50A-3P MTG: SURFACE LOC.: ROOM 105 MIN. A.I.C.: 10,000 NEUTRAL: FULL NEMA: 1 ITEM /LOCA Tl ON * 8KR/P # <4> A q, B <4> C # BKR/P * ITEM/LOCATION MDF (TELE)/RM 109 . 3/, 1 500 ··: .. ·:. :, >•:•-: ··::.-:·. -__ / 3/, PA SYS_TEM/RM_ 105. /., 1000 :·::-.:-)-:-: -:::-:::--:-_-_._ .. -·: 2 . ~ . '.... _._. -. 500 -. .-. . . -/ BOOK SECURITY SYSTEM/ .,, ... -·: ·.-. :. .·: :. r::.-,:.::.: __ .-.:. 500 :. .-, . ·.-_: .. 4 RM 143 ;-. . , .. -...... -_. _. 500 / CLOCK _SYSTEM/RM 105 ··•-.. ···-. ·: -:: _ _.._.:-.-:: .. 500 6 "• 7 500 ' ... . ·'.: _._. -.-. -:---/ SPARE . . . 8 / . , .... -.. SPARE 9 i:::: .· . : · .. "io / .. ·.,·.--:-:--_-_ .. 11 : -_-_ -::. : . ' .. / ,' .... /. ·::•:---:_:-:: __ .:· :.· :: _-·. 12 SPACE 1 ' . --., >;'4 SPACE .... /. ' .. 15 ...... . . v / i.: .. -: ... I· . ._.._. 16 17 ·:.' : .. .. ----..,. / ...... . 18 w (L)ONG-CONllNUOUS VA 0 ~ ¢ CONN, VA LCL VA COi-iN, AMPS PANH CONNECTED KVli. 4.01 KVA i= (N)ON-CONl"INUOUS VA 4000 A 2000 2000 16.7 PANEL DEMAND AMPS 11.1 A ~ DEMANDABLE (R)ECEPTACLE 0 B 1000 1000 8.3 PANEt C<lNNECTEO AMPS 11.1 A * (K)ITCHEN (#EQUIP. 0 ) 0 C 1000 1000 8.3 HIGH q, AMF'S W/LCL 16.7 A NOTIS: DATE 06/17/97 PANEL: VOLTAGE: 120/208 V, 3<4> 4 W BUS SIZE: 225A 3PH ,:• ... .,, ··.- 'LG' FED FROM, "MDPL" MAIN: 225A-3PH MTG: SURFACE LDC.: ROOM 130.1 MIN. A.LC.: 10,000 NEUTRAL: FULL r-lEM A: 1 ITEM/LOCATION • BKR/P # <4> A <4> B <4> C # BKR/P • ITEM/LOCATION Pl_OO/RM 131 3/, 1 1920 .. , .. v 3/, P1.17 /RM 129 ... ···-. .... ,. . . - / 960 . _._::. -.-. :: .-. . ----·-2 .··,·--•· . PJ.02/R.M 131 ~ . ':::::: ::··::: 1200 ... '4 P1_19/RM 128 '. :. <: : : 480 PW8/RM 128 5 960 / REC/RM 130 / ··: 1080 6 P1,01/t<M 131 7 1920 ·_ :. -... . / P1_20/COURTYARO. -· -· / 960 _. __ :_:_._. . ,·. -:-: :-.:,: :_:_:_ ,· :_:_:·.: 8 P1_09/RM 128 9 : .. :-.--:::-_: 960 ....... V P1_26/BLDG EXTERIOR ::,::_:. :: ... 10 ' . . -/ 500 P1_13/RM 131 1;_ I ·: • ." •• •.: :· ._ • 1200 / '.. . .. . --. : . -12 Pl 03,P1_04/R_M 132 13 1080 / P1_21/RM 128 / 960 . . 14 . P1_15,PH6/RM 130 !5 480 . -_· . V LTG/RM 130.1 AND 130.2 / ' .. 276 ··-.. :_ -_ ·-: 16 : :.- P1_18/RM128. 17 ' . ·. .. .. 480 / AISLE LTS/RM 130 / ·.-.-:-_·.,::: ·,·_ :_ :::. :-:::--:--200 18 P105,P1_06/RMl32 19 1080 ;/ P122/R_M 130 / 600 . 20 .. TRACK _L TG/RM 131 21 1200 : v OVERHE_AD_ PROJECTOR/ / 200 .. .,. 22 RM 130 . . .. , .. , .. , 23 . .. . --·.-: -·.: _. 1200 / SPARE / : ... :. -24 P,07/RM 130.1 25 1920 : :· . . . 7 P1_23/RM 130 ,",,. :-: : / 1920 . :. . . ,-_. .-26 SPARE 27 [· :,·_-: : . -:-: .. ·-V SPARE / ·.-: --· -·-·•· ", 28 29 -,y' . -·· ---·· ., .. -30 ... •···-. P1_10,P111/RM 128 31 1560 I . ::.·:. :. ·. .-.: ·.-::.·. I/ P1_24/RM 130 /. 1920 1:-:-:·:·:-:::,:::::: -:.-,:---/::: 32 SPARE 33 · -· . .-_:j.? SPARE .. /. :·:. -' . ... 34 35, . . .. ... / -,-_---.. ·: --....... .. -:-·. ,:-_·: -·_-_ -36 P1_12,P1_14(RM 131 37 1320 . . ·::: __ V P1_25/R_M 128 /. 1920 . ,. -•·-• .. : :: . 36 SPARE 39 .. ·,_-__ .. , -.. V SPARE : _._. .. _._ I/ "_. -.. ·_ . -. .. _-_-40 41 ,' : .. -: .-: : :-: . ····--/ -: .. · I/ . . :-. ·: . -: ·. --·_-_··· -42 w (L)ONG-C-ONTINUOUS VA 0 ¢ CO-NN. VA.. LCL VA. CONN. M!PS. PANEL CONNECTID KVA. 30.5 10/A t: (N)ON·CONTINUOUS VA 30456 A 20040 20040 167.0 PANEL DE~D .AMPS 84.6 A ~ DEMANDA8LE (R)ECEPTACLE 0 8 5296 5296 44.1 PANEL CONNECTED AMPS 84.6 A ~ * (K)rrcsrn [IEOrnP o ) 0 C 5120 5120 42.7 HIGH q, AMPS W/lCl 167.0 A NOTES: Q) PROVIDE ISOLA TED GROUND BUS IN PANEL @ PROVIDE 200% RATED NEUTRAL IN PANEL. OAIT, 07 /07 /91 J Date: s -1 s -9 7 Job No.: 96011 5· 15-97 PLAN CeECK SLIBMITT AL 6-20-97 PLAN C!-IECK RE5UBMITT Al 7·8·97 BUILDING PERMIT 7·15-97 FOR BIDS 10·20-97 FOR REBID / VAN BUUREN KIMPER!ENGINEERING l"'.-o-r•••lonal l!r111o1rr1■•r• 115030 O■mitno d■ I• 819atll 81.Jlt• 301 8•n Ol4igo, CA li'.2"108 -&1'Ul·OU0•11,180 r-.:o: 29Ull388- V.B.K.E. JOB NO. MS96044 . . k ., - i1 _Peu K. Enos~ ~ ~---)No. 1;1219 • ~ ., ' . Architecture Planf)ing ~nier~r~ ' .. SCHEDULES ' t 1221 Second Avenue Seattle WA 98101 206 622~2311 701 B Street 1200 San Diego CA9210l 619 2~"!1751 30KAIC AVAILABLE ~~-=1~-~~~~~~~-•~M~"~®--."--~ I r-. I -,--------, I600A -480/211V -3PH -4H BUS -30KAIC (MIN) I lbOOA --w 2 (3) w PT'S IOOA BP 50A (3}CLF KT5-R 400A BP BOOA (3}C,LF KT5-R 25KAIC LET-THRIJ 2OOA 2OOA 3P BP 200A 20OA /:l)C.LF (B/C,LF KT5--R KT5-R IOKAIC S~IC LET-l11RIJ LEt -T\ll<JJ 4 5 IOOA 400A BP BP bOA 400A /3)C.LF (3)C.[F LP5--RK KT5-R 5 KAIC 25KAIC LET-Tlll<JJ LET-TI!RU TO 5TAFF ELEVATOR 30HP bOOA bOOA 3P BP bOOA 500A /§k;LF (3/C.LF KT5-R KT5-R IOKAIC 15 KAIC LET-TI!RU LET-1HRJJ "DPHl 11 18 ~G> I200A ) IOOA ) IOOA ) IOOA ) 225A ) ~ 3P ""SP 3P 3P 3P -G 8 -IG-- -~ ISKAIC LET-THRIJ 20/!>KAIG -= JO GOPPER AVAILABLE @ 10 II 12 13 .'.1h.'.'. ~ ~ ~ -/ "CDP"~ 20 = -@ #8 COPPER I ~---'6 __ 0~0c....A_-....;2 __ o __ b'-'-l-,l 2_0_V_-__ 3_P--H_-4,...H'---'B-'U-"S_-_I o,_KA_I--C_--,-_-~: 1 ~ 1121: @ .'.lafil'. "EDP!" •410 COPPER LOAD SCHEDULE ITEM KVA PANEL "HA" 62.4 * PANEL "HB" 340 * STAFF ELEVATOR 318 0 DPHl 11 235.B "DPH211 110.0 PANEL "EHA" IB.B * PANEL "EHB" 1662 SHITCHBOARD "MSB" 1190 PANEL "LA" 20.0 PANEL "LB" 19.1 PANEL "LC" 16.1 PANEL "LD" 390 PANEL "LE" 22.b PANEL "LF" 20.3 PANEL "LG" 305 PANEL "M2" 19.0 PANEL "Ml" 8.9 PANEL "HH" 15.0 PANEL "DP2" 41 SHITCHBOARD "MDPL" 215.B TOTAL CONNECTED KVA 934.8 * KVA TOTAL INCLUDES AN ADDITIONAL 25-PERCENT OF LIGHTING LOAD FOR CONTINUOUS LOAD 2 ~ F PUBL.IC. ELEVATOR BOHP 15 FEEDER SCHEDULE (NORMAL) NO. CONDUIT AND HIRE FROM I (4)5"C -CONDUIT AND HIRE PER SDG4E REQlJIREMENTS PADMT 2 (6)4"C,-4#500MCM + 1114/0 GND (EACH CONDUIT) MAIN/METER ~ 4"C -3#500MCM + 1111/0 GND MSB @] 3"C.-4#250MCM + 1116 GND 5 3"C -4#250MCM + 1#6 GND 6 l"C,-3#6 + 1#10 GND CTI 4"C.-3#500MCM + 1112 GND B (2) 3"C.-3#250MCM + 1112 GND (EACH CONDUIT) Cf (4)3"C.-4#350MCM + 1#4/0 GND (EACH CONDUIT) Tl I IC I l/2"C.-4#2 + IIIB GND MOPL' 11 I 1/2"C.-4112 + IIIB GNO ! 12 I l/2"C.-4112 + IIIB GND ' .::f.Ila:@ -= 4 TO MAIN/METER MSB TSI HA HB STAFF ELEY DPH2 Tl MDPL LA LB LC 600A )® 1;5:) IOOA ) 3P ---sP ~ ~ ~ L 08 COPPER@ = 0410 c.oF'Pffi @ ") 10 "GPA" "GPB" SINGLE LINE DIAGRAM NO SCALE 1.---ul 10A ) 10A ) 10A 3P --w -w ) ----~ II 12 "GPA!" "C..PBI" "LA"@ "HH"@ "DPH2«@ 13 "GPG'" L= 14 "GPD" GJ--- V '-Q" ½--'-T ~"-'...Jf--'-..,.---..,.-- UTILITY CLEAR (MIN) COMPANY PULL SECT .. 10.:._N/_:.....---f]L ®@ "LCP" METERING -,,---, @"MSB"-~ MAIN PAGING SYSTEM, ---n1----1 @,,___,' DIST DIST 11051 @"EHB" @"ETB" 1=:-- "ELA"@ "MDPL"@ IIHA1•® tt---"HAI"@ IOOA ) 3P 15 IOOA "'1W" 15 125A ) 3P Ii> ) IOOA ) I25A ) 30A ) IOOA ) 225A ) BP BP ---sP BP 3P -G -IG ~GAL Ii> 18 21 .1E'. ~ =-7 l~A) J TYPICAL n "GPFJ" UPS LOAD SCHEDULE PANEL CPA CPAI CPB CPBI CPC CPD CPE CPF CPFI CONN LOAD, FUTURE LOADS. (15%) TOTAL 160 KVA AVAILABLE CONN KVA 25h Cf .5 21.B B.o 11. Cf 12 14.4 240 15.2 131.6 KVA 21.0 KVA 158.6 KVA 200A ) 3P "DF:2" J 13 3"C.-4114/0 + 1#2 GND LD 14 I 1/2 "C .-4111 + I lib GND "TSI"@ "TS2"@ ~========-=---= ... =--=======~ r LO LDI 15 I 1/2"C.-4112 + 1#8 GND MDPL LE 16 I l/2"C.-4il2 + 1118 GND ! LF 1B] I l/4"C,-4#4 + 1#10 GND HA HAI 18 I I/2"C.-4ill + 1116 6ND MDPL M2 ICf I I/4"C.-4il4 + I 118 GND LC DPI f-&,! (2)4"C.-311500MCM + 1114/0 GND (EACH CONDUIT) MSB DPHI l"C.-4#I0 + 11112 GND MDPL Ml ; I l/2"C -4112 + 1#8 6ND MDPL HH 3'C-311300MCM + 2#:lOOMCM (NBJTRALJ + 1*2 (GND) + 1#2 (ISOLATED 0i-lD) MDPL LG l"C.-4116 + 1#10 6ND MSB TS2 ~ 3"C -4114/0 + 1112 GND MDPL DP2 FEEDER SCHEDULE (EMERGENCY) NO CONDUIT AND HIRE FROM TO (J) 4"C -3#500MCM + 2il500MCM (NEUTRAL) + 1114/0 GND EGI TSI ~ 4"C.-311500MCM + 2il500MCM (NEUTRAL)+ 1114/0 GND TSI EHA (3) l"C -3#6 + 1#10 GND EHA PUBLIC ELEV @) 4"C -3#500MCM + 211500MCM (NEUTRAL) + 1112 GND EHA UPS rsi 3/4"C -3#10 + 1#10 GND EHA ETA D @ l"C.-4#6 + 1#10 GND ETA ELA (2)4"C-3ll500MCM + 211500MCM (NB/TRALJ + 112 0ND (IEAGH WNDUITJ UPS CDP B 2"C.-3#2/0 + 2112/0 /NEUTRAU + 1#6 6ND CDP CPA ® l"C -4#6 + 1#10 GNO ELA EDPI 0 2"C.-3#1 + 2#1 (NEUTRAL) + l#B GND CDP CPB @ I l/2"C.-3ll3 + 2#3 (NEUTRAL) + 1#8 GND CDP CPAI @ I l/2"C.-3#3 + 2#3 (NEUTRAL) + l#B 6ND CDP CPBI I~ I I/2"C -3#3 + 2#3 (NEUTRAL) + l#B GND CDP CPC IL I l/2"C.-3#3 + 2#3 (NEUTRAL) + 1#8 GND CDP CPD 5 2"C.-3#1 + 2111 (NEUTRAU + l#B GND CDP CPE @ 2"C.-3112/0 + 2#2/0 (NEUTRAL) + 1#8 6ND CDP CPF ~1) 2"C -3111 + 2#1 (NEUTRAU + 1118 GND CDP CPFI lei I "C -4!16 + 1#10 GND TS2 EHA (<]) 3/4"C -3#10 + 1#10 GND EHA ETA ® l"C.-4#6 + 1#8 6ND ETA ELA (20 l"C -4#8 + 1#10 GND ELA EDPI 0::1 l"C,-4itb + l#B GND E61 TS2 o MAXIMUM 25'-0" PER NEC 240-21, EX B. @"TCC" ~ I ~ ; \ ! B \ ' ' ....__ ___ ___... @"CPAI" @"CPA" ~-,I F-, ~"CDP" I 1oci I "LVSPI" 3 "LVSPIA"@ ~-"LVSTC"@ "M2"-l,3 @ n-,1 ,-;-rr 1 I "LVSPIB"@ ' THE SPACE ABOVE THE CEILING IN ROOM #109 IS VERY CONGESTED v--!ITH HVAC DUCTV'lORK AND PIPING -THE CONTRACTOR SHALL COORDINATE THE HORK IN THIS AREA v--!ITH MECHANICAL AND PLUMBING. -~ ; I ~ ~· -TELEPHONE/ I ' ' ~ 4T -, i=r -rr 1 CATY SPACE@ . ·._____,.- LL _J L_ __l_J_ LL --t"N FLOOR PLAN CABLE TRAY@ 236 FLA -208V-IPH "MDF"E} (TYPICAL) "UPS"@ ' I : I ' I' ' @ j 1oci I UNDERFLOOR PLAN MAIN ELECTRICAL AND TELE/CATV ROOM PLAN SCALE. 1/4"=1'-0" ' i ! I I ' . ' I ' ; j ' , I ~I: I , ' I I I ,, IQQt ) :lP o J 4 NOTES 0) @ © ® UTILITY (SD64E) SERVICE ENiRANCE, SEE SHEET E-I. UTILITY (SDG4E) PADMOUNT TRANSFORMER, SEE SHEET E-1. UTILITY (SDG4 E) METERING AND PULLSEG TION, 1600 AMP, 480/211 VOLT, 3 PHASE, 4 f'IIRE PER UTILITY COMPANY REQUIREMENTS. MAIN CIRC-IJIT BREAKER SECTION, 1600 AMP, 480/211 VOLT, 3 PHASE, 4 1-ilRE HITH MAIN C,IRC-IJIT BREAKER AND "DIP" MAIN Sl-ilT.CHBOARD "MSB", I600A, 480/211 VOLT, 3 PHASE, 4 HIRE, 30KAIG (MIN) 1-ilTH COPPER GROUND BJS. MAIN DISTRIBUTION PANEL "MDPL", 800A, 208/120 VOLT, 3 PHASE, 4 HIRE, 30KAIC, HITH COPPER GROUND BJS. TRANSFORMER, 300KVA, 480-208/120 VOLT, 3 PHASE, 4 f'IIRE, 4% IMPEDANCE EMERGENGY GENERATOR, 2:30Kl'I, 480/211 VOLT, 3 PHASE, 4 HIRE AUTOMATIC TRANSFER SHITCH, 400 AMP, 480/211 VOLT, 3 PHASE, 4 POLE, 30KAIC, HITH OVERLAPPING NEUTRAL . TRANSFORMER, I5KVA, 480-208/120 VOLT, 3 PHASE, 4 HIRE. UNINTERRUPTABLE POHER SUPPLY, 160KVA, 208/120V-3PH-4H (OUTPUT). SEE DETAILW ~5 #2 GROUND HI RE FROM SDG 4 E TRANSFORMER #4/0 WPPER GROUND V'!IRE TO BUILDING STRUC,WRAL STEEL. #4/0 WPPER GROUND V'!IRE TO BUILDING "UFER" GROUND IOOAMP, 3 POLE DISCONNECT SHITCH HITH (3) 60AMP CURRENT LIMITING FUSES. DIGITAL INSTRUMENT PACKAGE "DIP". TYPICAL FOR (3) CIRCUIT BREAKERS #2 COPPER GROUND HIRE TO NEAREST METAL COLD HATER PIPE IN CONTACT HITH EARTH. @ PROGRAMMABLE TIMECLOCK, 120V (IN "LCP") @ GROUND BUS IN PANELBOARD. @ #4/0 COPPER 6ROUND WIRE TO NEAREST METAL GOLD HATER PIPE IN CONTACT HITH EARTH TO BUILDING STRUGWRAL STEEL 10' X 3/4" DIA. GROUND ROD AT PANELBOARD COMAJTER DISTRIBUTION PANEL "CDP", 600A, 208/I20V-3PH-4H-IOKAIC. PROVIDE LUGS ADEQUATE FOR 200% NEUTRAL HIRE. TIME CONTROL GENTER FOR BUILDING CLOCK SYSTEM, SEE (B\ ~5 @ #4/0 COPPER GROUND HIRE TO NEAREST BUILDING INTERIOR METAL COLD HATER PIPING SYSTEM. @ NOTUSED. ~ NOTUSED @ PANELBOARD, 480/211V-3PH-4H, SEE PANEL SCHEDULES SHEETS Ell AND El8 PANELBOARD, 208/120V-3PH-4H, SEE PANEL SCHEDULES SHEETS El1 AND El8. LIGHTING CONTROL PANEL "LGP", CONTAINS ELECTRONIC, TIMECLOC,K AND Ll6HTING CONTAGTORS, SEE C£j ~3 LOH-VOLTAGE SHITGRING PANEL (FOR LIGHTING), SEE LIGHTING RELAY SCHEDULES, SHEET E22. MAIN DISTRIBUTION FRAME BACKBOARD "MDF", B' (HIGH) X 3/4" /THICK) PL Yf'IOOD BACKBOARD ON HALLS OF COMPUTER ROOM, PAINT PL YHOOD HITH GRAY FIRE RETARDANT PAINT, SEE W ~5 TELEPHONE AND GAN DEDICATED SPACE. AIR CONDITIONING EQUIPMENT IN CEILING TEST BLOCK 12" HIDE GABLE TRAY AT 8'-6" (TOP OF TRAY) ABOVE RAISED FLOOR, LOCATE ED6E OF TRAY 6" FROM HALL SECURITY Ac.GESS PANEL "SAP". DISTRIBUTION PANEL "DPHI", 400V-3PH, SEE SCHEDULE SHEET E2. l"C,-2#B + 1#10 GND FUSED DISCONNECT SHITGH, 60A-2P-600V, NEMA I, HITH FUSES PER MANUFACTURER'S' RECOMMENDATIONS. SEE FEEDER SCHEDULE (THIS SHEET) FOR CONDUIT AND HIRE SIZES. 12" HIDE CABLE TRAY UNDER RAISED FLOOR, LOCATE EDGE OF TRAY 6" FROM HALL PROVIDE UNDERFLOOR MOUNTED FIRE ALARM SMOKE DETECTORS FOR ROOM IO'l SMOKE DETECTORS SHALL BE INSTALLED AND LOCATED If.! ACCORDANCE HITH NFPA 12, MANUFAGTURER'S RECOMMENDATIONS, AND UL LISTING/FM APPROVAL LOf'I VOLTAGE SHITC,HING SYSTEM NETHORK TIMECLOCK "LVSTC". PROVIDE ISOLATED GROUND BUS IN PANEL PUBLIC, ADDRESS SYSTEM EQUIPMENT RACK, SEE ~ AND SPECIFIC.A TIONS. ~5 AUTOMATIC TRANSFER SHITCH, 100 AMP, 480/211 VOL TS, 3 PHASE, 4 POLE, 30 KAIC HITH OVERLAPPING NEUTRAL. 3/4'C,.-3#I0 TO PANEL "Ml" FOR "EGI" JACKET HATER HEATER (CIRCUIT "Ml"-6,BJ. 3/4"C.-2#I2 TO PANEL "Ml" FOR "EGI" BATTERY CHARGER (CIRCUIT "Ml"-I0). 3/4"C. TO REMOTE ALARM, ROOM 13B, PROVIDE HIRE PER MANUFACTURER'S REQUIREMENTS. @ H/2"G. TO "TSI" AND "TS2" CONTROL CONDUIT, PROVIDE HIRE PER MANUFACnJRER'S REQUIREMENTS GROUND ROD (10' X 3/4" DIAJ, PROVIDE NEUTRAL BOND HITH #4/0 GOPPER HIRE. PROVIDE A NAMEPLATE (SIGN) ON EQUIPMENT INDICATING THE FOLLOHING. "EMERGENCY GENERATOR LOCATED IN EQUIPMENT YARD". THE SIGN SHALL BE BLACK HITH HHITE LETTERS, AND SHALL COMPLY HITH SPECIFICATION SECTION 16050, EXCEPT LETTERS SHALL BE 1/2" HIGH PROVIDE SHUNT TRIP DEVICE FOR GIRC-IJIT BREAKER, SEE D E¥25 D©1ie= s -1 5 -9 7 Job No.= 96013 5·1:>·97 PL AN CHECK SUBMITTAL 6·20-97 PLAN CHECK RESUBMITTAL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20·97 FOR REBID NOTES (CONTINUED) ® #2 COPPER GROUND HIRE TO GROUND ROD. @ #8 COPPER GROUND HIRE TO GROUND ROD. (§ #B COPPER GROUND HIRE TO NEAREST METAL COLD HATER PIPE IN CONTACT HITH EARTH. @ DIMMING PANEL "DP2" (PERFORMANCE LIGHTING), ROOM 130.2 ® PROVIDE BLISSED SPACE IN "MSB" FOR (I) 400A-3P, (R) 200A-3P, AND /2) IOOA-3P Fl/SED SHITCHES. VAN BUUREN KIMPER'ENGINEERING Pro1-■!afflll l!rc;irn■•r■ 803-0 C•ffllrio de I■ 81-e■t• ... ,t. 301 e■n Dt.,go, OA ,a210a 81'1 291 lilCI-BO fax 291 D8Blit V.B.K.E. JOB NO. MS96O44 Archi~ecfture Platnriing ln.ierjor~ Slt~GLE LINE DIAGRAM AND DETAILS E3 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B street t200 San Diego CA92101 619 231-0751 ,.,-~ l A ~---------· -~ ~ ~ \ I r I I , I i I I . I (TYPICAL) ao~~ ,~, / ( F,2 \--------/ "-J MATCH LINE "A" -__ __, SEE SHEET E-6 C 6e,,d 3 I "EHA"-, E~0) SI 2Qt1 0 C 6e,,d c; 6e,,d c; 6c.,d IE 1.rt t,d@ 121 c; 6c.,d C 6e,,d c; 6c.,d - C 6e,,d 11021@ c; 4ap C 4ap C 4a.b L (1,,11~ I 11 r 1,,__, "HA"-200) a "EHA"-1 @"HA"-2,4,6 c; 4ap 1104\@ a,b 108 E 113 f--fl-" ff-'L-'134 B IBe, ~ FOR AJDITIONAL HORK IN THIS AREA, SEE ENLAR(t,ED PLAN ON ;,1-!EET E-3 ' MAINE ECTRICAL ROOM J 1051 t.::\..-tt-Hi✓.-E~Bap1,~ "EHA" 2,4,6~~· • 5 "LA"-l<f,2I @ 1 I "HA"-1,t,5@ I cp I -@(IPIGAL) ' f 20b <@(TYP) N -- 1 ~,~ z 1--llJ _j lllJ :t :t 0 \JI I-llJ -< llJ :,:: \JI ~:::::::::;---E-;::::;~~1>--- !=I \c=\ I E- [ J 513.:; Bl& "HA"-13,15@ Ix 5 2E B 2E B, • 1rn1 '--r---e=r===,,-,:: __ l rn I B l3e, I I I I I (TYP) B 13.:; G TYP) ~(TYP) 2C\G E I I I 142 I 15.:; B @ 1----<B 1----<B 1----<B 1----c IOa IOa IOa IOa I -- r r----7 I 1: ' ' FOR EXACT LIGHT FIXTURE LOCATION, SEE ARCHITECTURAL REFLECTED CEILING PLANS. --- / FIRST FLOOR LIGHTING PLAN -SECTION 11 A 11 SCALE, 1/8"=1'-0" (i) @ <@ @ @ ® @ @ NOTES LOW VOLTAGE GONDUIT AND HIRE TO "LVSPI", "LVSPIA" OR "LVSPIB" (ROOM 10"1) AS INDICATED, SEE LIGHTING RELAY SCHEDULES, SHEET E22. - LIGHTING CIRCUITS INDICATED IN THIS AREA ARE CONTROLLED FROM LOH-VOLTAGE SHITCHING PANELS. THE GONTRAGTOR SHALL SUBMIT SHOP DRAV'llNGS SHOHING THE COMPLETE LOW-VOLTAGE SY'llTGHING SYSTEM, INGLUDING POINT-TO-POINT Y'llRING, SEE SPECIFICATIONS. HIRE LIGHT FIXTURE(S) AS REQUIRED FOR TANDEM IN-LINE SHITCHING OF INBOARD AND OUTBOARD ROY'lS OF LAMPS, (SWITCH "a" INBOARD, SY'llTGH "b" OUTBOARD). EXTEND LIGHT FIXTURE HOUSING (UNLIT PORTION) TO HALL AND ANCHOR PER MANUFACTURER'S RECOMMENDATIONS (TYPICAL BOTH ENDS). TO Ll0HTING PANEL VIA LOY'! VOL TA0E SHITGHIN0 PANEL "LVSPI", "LVSPIA" OR "LVSPIB", ROOM 10"1. LIGHTING PANEL, 4o0/2T7V-3PH-4H. TO LIGHTING PANEL VIA LIGHTING CONTROL PANEL"LCP", ROOM IO<f. l"C.-(4) 4/C#200A HIRE TO LOH VOLTAGE SV'llTCHING PANEL "LVSPI", ROOM IOC\. 3/4"C.-(2) 4/G#20GA V'llRE. LOY'I-VOLTASE MASTER SY'llTCHES "a", "b'", "c" AND "d" FOR LISHT FIXTURE IN OPEN AREAS (1ST FLOOR) CONTROLLED FROM LOW VOLTAGE SHITCHING PANELS, ROOM 109. 3/4"C.-(I) 4/C#206A WIRE. FOR EXACT LIGHT FIXTURE TYPE "DD" MOUNTING HEISHT, SEE ARCHITEGTLJRAL SHEETS A35 AND A36. UNDERGABINET LIGHT FIXTURE - LIGHT FIXTURE CONTROLLED BY LIGHTING GONTAGTOR "LGa" LOCATED IN LIGHTING CONTROL PANEL: 20 = CIRCUIT NUMBER SEE@ "a" = LIGHTING GONTAGTOR Efil23 _=PART OF SYMBOL 3/4"G.-15#12 l"C.,-(4) 4/G#20GA WIRE I "G.,-(3) 4/G#20GA HIRE CONDUIT AND WIRE UP TO LIGHT FIXTURE TYPE " II " ABOVE, SEE SHEET El2. SEE ARGHITECTURAL SHEET Al8 FOR FIXTURE MOUNTING HEIGHTS. SEE SEISMIC RESTRAINT DETAILS (Ll E-fil24 SEE SEISMIC RESTRAINT DETAILS {b E-fil24 FIRST LEVEL ROOM SCHEDULE IOI DELIVERY AREA 123 102 STORASE 124 103 RECEIVING 125 104 MECHANICAL ROOM 126 OFFICE MEDIA EQUIPMENT ROOM HORK ROOM OFFSET PRESS D©tlte: s -1 s -9 7 Job No.: 960 1 3 5 -I 5 -9 7 PLAN CHECK SUBMITTAL 6 -2 0 -9 7 PLAN CHECK RESUBMITT AL 7-8-97 BUILDING PERMIT 7-15-97 FOR cllDS 10-20-97 FOR REBID ' 105 ELECTRICAL ROOM 128 TEMPORA Y PLATFORM AREA 106 YARD ROOM 12'1 10, GOMMUNICA TIONS ROOM 130 108 MAINTENANCE OFFICE 131 10'1 COMPUTER SERVER 132 110 OFFICE 134 111 STAFF COPY GENTER 135 112 ELEVATOR EQUIPMENT 136 113 CORRIDOR 13'1 114 STAFF TOILET 140 115 STAFF TOILET 141 116 STAFF TOILET (H.C.) 142 111 INFORMATION STAFF SI 118 COPY ROOM S2 119 BUILDING MANASER 53 120 STORASE 56 121 rlORK ROOM El 122 OFFICE KEY PLAN STORASE AUDITORIUM VIDEO PRODUCTION ROOM POST PRODUCTION ROOM GIRGULA TION SUPERVISOR INTERVIEW ROOM GHEGK-OUt COUNTER READING READIN6 MAIN HALL BOOK SECURITY CHECK STAIR #I STAIR #2 STAIR #3 STAIR #b ELEVATOR 8 VAN BUUREN KIMPER1ENGINEERING Pro-f•-lon■I l!!ngl'1•.,.,. G030 O■mlno d• l• e•-t• Bulh 301 B•n OJ•,ga, CA a~ca 81Q.2-Qo1.-Kl80 P•oc :IMIIU!ll811D V.8.K.E. JOB NO. MS96O44 Carlooadl Ci~y Library CardlweH/McGraw Architects Archi~ec~ure P~atnn~ng . ~nteriors I FIRST FLOOR LIGHTING PLAN -SECTION 'A' 1221 Second Avenue Seattle WA 98l01 206 62.Z.::23' 701 B Street 1200 San Diego CA 92101 _619, 231-<rn [c__:::LL..Jj @"HA"-15_.,__~ la K "lb K B 15c. 11401@ 15G 2E 8.5 I I ! 20b <8) (TYPICAL~ __IP&,2Z . -------- Br-1 .. _-_ttKB1-1 .. ~ _1++-1B ' ..,..., ..,._, l:pG _____ lfI76=-~~ITJJ _: _:=-_-_J_57" r;=1 I=I J~='1===~r,::;.;:;r-"'-"'+-E E ------ 12 (TYP) [ill]@ I (TYP) 12 [El B•-6n AFF 3lu PICAL) PICAL) 5 1'1 2 145.1 5 " 2 2 I " 9 4 ~ bE 11-lef, -'4. lld IGfe lld K lld K K lld K K 11 i I ___h,\ (TYPICAL! 20b~ , Ni i ~- B I'll n--_;7 i I ' lld -....,-;:::-.,[!!:L.Dll~d~K~~;:::;::;~:;--;::;~K{ll~d~l"IIB d E "HA"-21.23@ CPB 6 ~@ti I MATCH LINE "C" SEE SHEET E-i B I'll 23e B I 2 [g] 23~ B B 2fe -~ ~t--~ ,..,,..... Id 1· -.L.Ll(TYPICAL) B I 6E 23e I FIRST FLOOR LIGHTING PLAN -SECTION 11 B 11 SCALE, 1/8"=1'-0" 12 "HA"-25,21 F FOR EXACT LIGHT FIXTURE LOCATION, SEE ARCHITECTURAL REFLECTED CEILIN0 PLANS. ~ FOW~"v CL~-<3:) I c~ CJ .. S. 0 (D @ @ G) @ NOTES LOY'! VOLTAGE CONDUIT AND ¥'!IRE TO "LVSPI", "LVSPIA" OR "LVSPIB" (RM 109) AS INDICATED. SEE LIGHTING RELAY SCHEDULES, SHEET E22. LIGHTING CIRCUITS INDICATED IN THIS AREA ARE CONTROLLED FROM LOH-VOLTAGE SWITCHING PANELS. THE CONTRACTOR SHALL SUBMIT SHOP DRAV'-IINGS SHOV'-IING THE COMPLETE LOH-VOLTAGE SV'-IITCHIN0 SYSTEM, INCLUDING POINT-TO-POINT r!IRING, SEE SPECIFICATIONS. ¥'!IRE LIGHT FIXTURE(S) AS REQUIRED FOR TANDEM IN-LINE SV'-IITCHING OF INBOARD AND OUTBOARD ROWS OF LAMPS, (SJAIITCH "a" INBOARD, SV'-IITCH "b" OUTBOARD). EXTEND LIGHT FIXTURE HOUSING (UNLIT PORTION) TO V'-IALL, AND ANCHOR PER MANUFACTURER'S RECOMMENDATIONS (TYPICAL BOTH ENDS). TO LIGHTING PANEL VIA LOV'-1-VOL TAGE Sl',ITCHING PANEL "LVSPI ", "LVSPIA" OR "LVSPIB" (RM 109). SEE LIGHTING RELAY SCHEDULES, SHEET E22. POY'<ER PANEL, 208/120V-3PH-4J,-, PHOTOCELL FOR LOV'l VOLTAGE SV'-IITCHING SYSTEM. I "C.-(6)4/Cll20GA ¥'!IRE TO LOW VOLTAGE SWITCHING PANEL "LVSPIA", ROOM 10"1. @) 3/4"C-(1)4/Cll20GA r!IRE. @ LOH-VOLTAGE MASTER SY'<ITCHES "d", "e", "f", "g", "h", "I" FOR LIGHT FIXTURE (1ST FLOOR) CONTROLLED FROM "LVSPIA". ® 3/4"C-(1)4/Cll20GA r!IRE. @ @ @ FOR EXACT LIGHT FIXTURE TYPE "DD" MOUNTING HEIGHT, SEE ARCHITECTURAL SHEETS A35 AND A36. TO Ll6HTING PANEL VIA LIGHTING CONTACTOR "LCI". LIGHT FIXTURE CONTROLLED BY LIGHTING CONTACTOR "LCa" IN LIGHTING CONTROL PANEL, 20 = CIRCUIT NUMBER SEE~ "a" = Ll6HTING CONTACTOR ey:23 = PART OF SYMBOL PROVIDE "UNSJAIITCHED" HOT V'-IIRE FROM PANEL FOR Ll6HT FIXTURE. LIGHTING CONTACTOR "LCI", 30A-600V-NEMA I ELECTRICALLY HELD 120V COIL WITH (5) 20A (SPST) NORMALLY OPEN CONTACTS AND HAND-OFF-AUTO SELECTOR SV'-IITCH. TAP CIRCUIT "LB"-I9 IN CONTACTOR FOR I20V CONTROL POHER. LOI', VOLTAGE SV'-IITCH TO CONTROL LIGHTING TRACK LIGHTING VIA LIGHTING CONTACTOR ''LCI". PROVIDE (SILK-SCREEN) NAMEPLATE TO READ "TRACK LIGHTS". @ TYPICAL FOR TEN (IO) TYPE "SI" TRACK LIGHT FIXTURES. @ TYPICAL FOR FIVE (5) TYPE "SI" TRACK LIGHT FIXTURES. ® 3/4"C.-211I2 @ SEE ARCHITECTURAL SHEET Al8 FOR MOUNTIN6 HEl6HTS. @ SEE SEISMIC RESTRAINT DETAIL W ~4 SEE SEISMIC RESTRAINT DETAIL ~ !':~24 3/4"C. TO LOI', VOL TA6E SY'llTCHING PANEL, RM 109. SEE RELAY SCHEDULES, SHEET E22. l',IRING PER MANUFACTURER'S REQUIREMENTS. LIGHT FIXTURE IN CHILDREN'S DESK SEE DETAIL 5, SHEET A61. @ CONDUIT AND r!IRE DOV'-IN IN r!ALL AND UNDER FLOOR TO CHILDREN'S DESK. @ MOIJNT TYPE "AA" Ll0HT FIXTURE ON CEILING, AND AGAINST v,ALL. FIRST LEVEL ROOM SCHEDULE 139 READING 140 READING 141 MAIN HALL 142 BOOK SECIJRITY CHECK 144 WOMEN 145 MEN 145.1 STORAGE 148 ELEVATOR EQUIPMENT 149 VESTIBULE 152 ACTIVITY ROOM STORAGE 156 JANITOR 151 CHILD'S TOILET 158 CHILD'S TOILET 159 READING 160 READING 161 COMPUTER ROOM 163 CHILDREN'S DESK 164 CHILDREN'S STAFF V'lORK ROOM 165 CHILDREN'S STAFF SUPERVISOR 166 READING 161 READING 54 STAIR 114 55 STAIR 115 E2 ELEVATOR A KE;Y PLAN D<lie= 5-!5-97 Job No.: 96013 5 -I 5 -9 7 Pi.AN Cl-ECK SLBMITT Al 6-20-97 R AN CHECK k'ESUBMITT Al 7-8-97 E'-IILDiNG PEPMIT 7-15-97 FOR GIDS i0-20-97 FOR REBID VAN BUUREN OMP,,IENGIIEEIING Prof-•lo'1•1 l!:ngln•.,.• 6C.So Ci.mine d• •• B!,9■ta Sult• 3-0~ e•n Diego, OA IH!l08 e·Hll.2-91.liil980 fax 29'1,.1!1889 V.B.K.E. JOB NO. MS96044 ~ I<. Erlc:110n 7#i . 1121e J cn11c F Ql\\..\1' . Carlsbad City Libracry Cardwell/McGril!.w Archru~cts , / ; Archiiec~u~e · Plal'll'lir!Q ll'l~eriors FIRST FLOOR LIGHTING PLAN, -SECTION 'B' 1221 SeCOI ld Avenue Seattle WA 98101 206 622..:231 701Bstreett2005en Diego CA92101 619 231:.07~ 0 NOTES TO LON VOLTA6E SWITCHING PANEL "LVSPI" OR "LVSPIA" (RM IOC\) AS INDICATED, SEE LIGHTING RELAY SCHEDULES, SHEET E22. /~ !, F.1J-f----.__..,, / Ll6HTING CIRCUITS INDICATED IN THIS AREA ARE CONTROLLED FROM LOH-VOLTAGE SHITGHING PANELS. THE CONTRAG TOR SHALL SUBMIT SHOP DRAHINGS SHOHING THE COMPLETE LON-VOLTAGE SHITGHING SYSTEM, INGLUDIN6 POINT-TO-POINT WIRIN6, SEE SPECIFICATIONS. /,,-:--\ MATCH LINE "A" SEE SHEET E4 (TYPICAL)~ 20b N 14a,b G 12 t 1---':,~ 12 ! ..___ -+:::..i..=4-i---1-----\--E V B B IE 15d Q 15d Q I 15d I I 1/, 22c. 24c. DIMMER PANEL "DPI" DIMMER (PRESET) CONTROL STATION. @ TO Ll6HTING PANEL VIA LOH VOLTAGE SNITGHIN6 PANEL (RM 1oq)_ @ G) POHER PANEL, 20B/120V-3PH-4H. PROVIDE UNSNITGHED "HOT" HIRE FROM PANEL FOR Ll6HT FIXTURES. ' ---------·~· ,' ·--~_,.,/ 7, 2 (TYP 22c. Bl---(ff----{B, 1------1 ® "HA"-22,24 @"HA"-20 B-l---- DIMMER SYSTEM, SEE DIMMIN6 CONTROL SCHEMATIC SHEET E6. @ 3/4"G.-(2)4/G,;206A HIRE. 22g T 1/M~J,--~--i" -=-=-=-~--~=--=n =~(~TYi==P-:l~=A~L~) ~I 40~i=~~f=-------,,ciri=Jf-Fi=JC @ EMER6ENGY DIMMER PANEL "EDP!". @ 3/4"G.-(U4/C#206A HIRE. 5E 128 t--1-tt----+-!.,. 12q ,-----, "EDPl"-5E 0 EDPIH-_,-- I 12 H j 12 "DPl"-1,2 I H 'LG"@iVl-:-'s D 12r-,'-'J H COMPUTER INlERFAGE "LG"-38,40,42 L • 22 T 1--------1 H B K 22c. I (TYPICAL) I I I ' r I \ I I Ll~ I I b-= -~-- ---l~:JJ -- @ PHOTOCELL FOR LOW VOLTA6E SHITGHING SYSTEM. @) TYPICAL FOR (15) TYPE "SI" TRACK Ll6HT FIXTURES. (§ Ll6HT FIXTURE CONTROLLED BY Ll6HTIN6 GONTAGTOR <@ <@ @ <@ ® @ "LCc." IN Ll6HTING CONTROL PANEL, SEE@ 24 = CIRCUIT NUMBER ~3 "c" = LIGHTING CONTRACTOR _=PART OF SYMBOL TYPICAL FOR TEN (10) TYPE "SI" TRACK Ll6HT FIXTURES. -TYPICAL FOR FIVE (5) TYPE "SI" TRAGK LIGHT FIXTURES. TO LIGHTIN6 PANEL VIA LIGHTING CONTROL PANEL "LGP", ROOM 105. J-BOX FOR FUTURE 120V TO NEON Ll6HTIN6 AROUND ROOM 132. MOUNT TYPE "M" Ll6HT FIXTURES PER ARGHITEGTURAL SHEET A "ELA"-25,21,2"1 3/4"C.-41110 4 1111• l"G.-4116 4 11110 (6ND) 24b (TYPICAL) PROVIDE SHIVEL MOUNTIN6 BOX ABOVE CEILIN6 AND #q SEISMIC RESTRAINT HIRE (2 PER FIXTURE) FOR EAGH TYPE "M" FIXTURE. CONGEAL SEISMIC HIRES ABOVE CEILING, AND ATTACH TO PENDANT STEM AND GEILIN6 SUPPORT STRUCTURE, SEE DETAIL Q,, 22a T -, ( 3: ~ s'-V) vi V) V) ~ 0 0 01 __j -' -' ~ 0 LL L LL I u u CD LL 1.4 cb 1 3.5 4.6 -- -- V) V) U) -" -' -' u u u \2,) 5.5 6 l~I µ ill z __j I \) f- <( :I: (/) __j 0 r-UJ f--UJ ~ <.f) UJ ill <.f) 7 @ © ® ~ ~4 NOT USED. I "G.-(3)4/Gll206A HIRE. NOT USED. SEE ARGHITEGTURAL SHEET A18 FOR FIXTURE MOUNTIN6 HEl6HTS. TYPE "T" LIGHT FIXTURE MOUNTED IN BOTTOM OF NITGH SPACE HITH F:A.GE OF FIXTURE POINTED UP, SEE ARCHITECTURAL DETAIL 111, SHEET A63.I SEE SEISMIC DETAIL W ~4 SEE SEISMIC DETAIL ~ FIRST FLQOR LIGHTING PLAN -SECTION 11 G 11 FOR EXACT Ll6HT FIXTURE LOCATION, SEE ARGHITEGTURAL REFLECTED GEILIN6 PLANS. ~4 "GLEANING" KEY SHITCH, SEE DIMMER CONTROL SCHEMATIC, THIS SHEET. SCALE, I/B"=l'-0" PANEL "EDP!" 20B/120V, IOOA LUTRON RS232 INTERFACE HITH ASTRONOMIC.AL TIMEC.LOCK 0RX-PR0. , ------- I 4 EMER6ENc. Y FEED TYPE TO LOH VOLTAGE SHITGHIN0 PANEL, LUTRON 6RAFIK EYE DIMMIN0 PANEL 6P8-120ML-20 (TYP OF 8 C,KTS) PANEL "DPI~ 20B/120V, IOOA NORMAL FEED TYPE (TYP OF 16 C.KTS) ~i-sALL MOIJNTED CIRCUIT "LC-"-.317,40,42 □== (2081120V, 3-PH, 4KI -~\-h \ COMPUTER INTERFACE 6 I (I) ROOM 13-0.1 ROOM 1oq, SEE SHEET E22. MOIJNT ADJACENT v---1 I TO MAIN CONTROL _J_ -UNIT 7 (I) ROOM 13-0 .I SCENE SELECTION C.ONTROL, SELECT SCENES 5-B AND OFF LUTRON NTGRX--45-i"IH r-2-rSAN0 PLATE -~ ROOM 131 ROOM 131 (I) ROOM 13-0.4 (I) ROOM 130.3 -~ □ >----____,_.___-----< □ 1---&------+-t-----l □ ,_______, SC.ENE SELECTION CONTROL,SELECT SC.Ef!ES l-4AND OFF LUTRON NT0RX-4S-i"IH SCENE SELECTION CONTROL, SELECT SC.ENES 5-B AND OFF LUTRON NT0RX-4S-HH CLEANINrS KEY SNITCH CONTROL (I) SELEG TED SCENE CIRCUIT "ELA"-8,I0,12 (208/120V, 3-PH, 4KI LUTRON GRAFIK EYE DIMMIN0 PANEL GP8-120ML-20 - I6-ZONE CONTROL UNIT, SELECT SCENES 1-4 AND OFF LUTRON 0RAFIK EYE L 0RX 4516-A-WH DIMMER PRESET J CON1ROL STATION INFRARED RECEIVER/SC,ENE SELECTOR, SELECT SCENES 1-4 AND OFF LUTRON NTGRX-45-IR _JL _J L _J NOTES (DIMMING GONTROL SGHEMATIGJ B CD @ ® PROVIDE 3-/4"C. HITH WIRING PER MANUFACTURER'S REQUIREMENTS. "C.LEANIN0" KEY SHITCH, LUTRON 0NT0RX-KS (HHITE C.OLOR). 2-eiJTTON Ot-1/0FF PU5HBI.ITTON CONTROL HITH LED (HHITE C.OLOR) DEDICATED TO (I) TYPE "H" LlrSHT FIXTIJRE, ROOM 130.3. LOH VOLTAGE ?HITCHING-CONTROLS SHALL TURN Ll6HTS OWOFF VIA TIMECLOC.K rLVSTC.) ROOM Ioq_ TO AV EQUIPMENT, ROOM 13-1. PROVIDE "HINDONS" C.OMPATIBLE SOFTHARE FOR PC SYSTEM SET IJP. PROVIDE LUTRON FACTORY COMMISSIONING FOR GOMFLETE SYSTEM. PROVIDE THO (2/ HAND HELD INFRARED HIRELE55 REMOTE CONTROL TRANSMITTERS, WTRON rSRX-IT. HOUSE LIGHTING DIMMING CONTROL SCHEMATIC ~ SCHEDULE NO SCALE ROOM/ CIRCUIT NO. AREA NORM. EMER6. RM DPl-1 fl:1:30 EDPH DPl-2 EOPl-2 i DPl-:3 I EDPl-3 ! DPl-4 EDPl-4 DPl-5 EDPl-5 ,_ __ - DPl-6 EDPl-6 DPl-1 EDPl-1 DPI-B DPl-q ~ DPHO DPHI DP!-12 EDPl-8 DPH3 DP!-14 DPH5 DPH6 2-Bl.!TTON ON/OFF CONTROL SY'IITCH HITH LED, SEE DIMMER CONTROL SCHEMATIC, THIS SHEET. DIMMER CONTROL STATION, SEE DIMMER CONTROL SGHEMATIG, THIS SHEET. HOUSE DIMMING LOAD SCHEDULE ZONE ZONE NAME/ LAHF TYPE TOTAL TOTAL /OR ANSI ~E o OF CONNEC-TEO LOAD NO. DESCRIPTION DE51G-NA.T LAMPS /YW OF;_KVA-1 NOTE5/C.OMMENTS I D/L INCAD. 2 600V'I I OIL INCAD. 2 600V'i --. 2 D/L INCAD. 4 1200V'I 2 D/L INCAD. 2 600V'I -~·-----· 2 D/L INCAD. 2 600V'I 2 D/L INCAD. 4 ~oow 4 D/L INCAD. 4 1200V'I 4 D/L INCAD. 4 600"1 -·---5 D/L INCAD. I 2 bOOV'i 5 D/L FLUORESCENT I 5 600"1 OCTRON/HILUME 6 SPARE INCAD. i -600"1 6 D/L INCAD. B 450W 1 SPARE INCAD. -600"1 1 D/L INCAD. I 200H -· B TRACK INCAD. 2 600"1 q D/L 6 qooH 10 SPARE INCAD. -f>OOV'I II SPARE INGAD. -f>OOH 12 STA0E LTS. INC.AD. 5 150"1 8 SPARE INCAD. -1200W 13 SPARE INCAD. -1200W 14 SPARE INC.AD. f>OOH 15 SPARE INCAD. 1200V1 16 SPARE INCAD. 1200W NOTES IT] LIMIT DIMMING TO 20% OF FIXTURE OUTPVT. ~ @] PROVIDE IJNSHITCHED "HOT" HIRE FOR EXIT Ll0HTS. SPARE ZOflES HITH DIMMERS, SIZE AS INDICATED UNDER LOAD COLUMN. GJ DEDICATED TO (I) Ll0HT FIXTURE "H", ROOM 130.3-. IT! 3 I 3 4 ~ 'B '9 ~ 3 ~ 3 ~ - 3/4"G. TO LOH VOLTAGE SHITGHING PANEL, RM. 1oq_ SEE RELAY SCHEDlJLES, SHEET E22. HIRING PER MANUFACTURER'S REQUIREMENTS. LIGHT FIXTURE MOUNTED IN DISPLAY GASE, SEE DETAIL 1, SHEET A5C\. CONDUIT AND HIRE DOHN IN Y'IALL TO LIGHT FIXTURE. EXTEND LIGHT FIXTURE HOUSING (UNLIT PORTION) TO HALL, AND ANCHOR PER MANUFACTURER'S REGOMMENDA TIONS. MOUNT TYPE "AA" FIXTURES ON CEILING AND AGAINST Y'IALL. 120V POHER AND XONNECTION FOR AISLE LIGHTS, VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUSH-IN. AISLE Ll6HTS ARE AN INTEGRAL PART OF SEATS. INFRARED REGEIVER/SGENE SELECTOR (HOUSE Ll6HTIN6 SYSTEM). FIRST LEVEL ROOM SCHEDULE 122 123 124 125 !26 121 128 129 130 130.I 131 132 133 133.1 133.2 131 13B 143 168 10q 110 A TECHNICAL SERVICES SUPERVISOR COLLECTIONS COORDINATOR MEDIA EQUIPMENT ROOM MEDINGRAPHIGS HORK AREAS OFFSET PRESS STORAGE TEMPORAY PLATFORM AREA STORA6E AUDITORIUM VESTIBULE VIDEO PRODUG TION ROOM POST PRODUCTION ROOM FOYER JANITOR OPEN AIR FOYER CIRCULATION HORK ROOM GHECK-IN COUNTER ENTRY HOMEN MEN BOOK DROP B D KEY PLAN Date: 5 -1 s -9 1 Job No.= 96013 5-15-97 PLAN CeECK SUElMITT AL 6-20-97 PLAN CHECK RESUBMITT Al 7-8-97 BUILDING PERMIT 7-1:,-97 FOR BIDS I 0-20 -9 7 FOR REEllD VAN BUUREN KIMPERiENGINEERING Pf"ol•••lon■I l!!n;ilne■r. 111030 Camino d9 I■ Bl■■t• Bult■ 301 a■n D1900. OA -~08 1!11111ii11.2lil"!,:IHl-80 l■K ffl.f!ISll'li' V.B.K.E. JOB NO. MS96O44 I '-I Archruec~ure Plannirog lnterk::ir~ FIRST FLOOR LIGHTING PL'AN -SECTION 'C' -- .,, fl f .-/ 1221 Second Aveooe Seattle WA 98101 206 622-~ 701 8 street 1200 San Diego CA92101 619 231°075 I I I I ) IU lH (/) (/) _; I _j cij u 0 7.5 9 II ENLARGED PLAN SCALE, 1/4"= l'-0" \ 'I? _, u "LDI "-16,1 II® I I I I 3:: 0 ...: vi _j u 16aE 16d 16d I6d 16d I 11501 1111/712 (/) (/) _j _j u u 0 _J • (T(PICALJ Ob FOR ADDITIONAL V'IORK IN THIS AREA, SEE ENLAR6>ED PLAN ON THIS SHEET. H I8e (/) _j u 10 "LDl"-11,23@ "LDl"-15,21@ "LDl"-5,11@ 3: 01 @ MATCH LINE "C," - , ----------- FOR CONTROL OF TYPE "L" Ll6>HT FIXTURE SEE@. E1.)p4 FOR EXAG T Ll6>HT FIXTURE LOCATION, SEE ARGHITEGTIJRAL REFLECTED GEILIN6> PLANS. -~ FO.W --0 ' (D ® @ G) @ ® @ @ ® NOTES LOW VOL TA6>E CONDUIT AND WIRE TO "LVSPI', "LVSPIA" OR "LVSPIB" (RM 10<!) AS INDICATED. SEE Ll6>HTIN6> RELAY SCHEDULES, SHEET E22. LIGHTIN& GIROJITS INDIGA TED IN THIS AREA ARE CONTROLLED FROM LOH-VOLTAGE SWITGHIN6> PANELS. THE CONTRACTOR SHALL SUBMIT SHOP DRAHIN6>5 SHOl"IIN6> THE COMPLETE LOH-VOL TA6>E 51"11TGHIN6> SYSTEM, INGLUDIN6> POINT-TO-POINT HIRIN6>, SEE SPEGIFIGA TIONS. TO EMER6>ENGY PANEL "EHA" VIA REMOTE BALLASTS LOGA TED IN ROOM 153, 3/4"G.-8#12 NOT lJSED. TO L16>HTIN6> PANEL VIA LOH-VOLTAGE SHITGHIN6> PANEL "LVSPI", "LVSPIA" OR 'LVSPIB' (RM 10<1). SEE Ll6>HTIN6> RELAY SCHEDULES, SHEET E22. TYPICAL FOR THEL VE (12) TYPE "SI" TRACK LIGHT FIXTIJRES. FLUSH MPUNTED STEP Ll6>HT FIXTURE MOUNTED IN BOTTOM OF RECESSED SPACE, SEE DETAIL I, SHEET A63.I . TO Ll6>HTIN6> PANEL VIA Ll6>HTIN6> CONTROL PANEL 'LGP" (RM 10'1). . 3/4"G.-(2)4/G#206A HIRE. TYPICAL FOR TWENTY ONE (21) TYPE "SI" TRACK LIGHT FIXTURES. 3/4"G.-{1)4/C,#206>A HIRE. PHOTOCELL FOR LOH VOLT A6>E SWITGHIN6> SYSTEM. TO Ll6>HT FIXTURE TYPE "U" IN ROOM 153, SEE FIRST FLOOR Ll6>HTIN6> PLAN -SECTOR "D" THIS SHEET. TO Ll6>HT FIXTURE TYPE "H" IN ROOM 155, SEE FIRST FLOOR Ll6>HTING PLAN -SECTOR "D" THIS SHEET. TO EXIT L16>HT FIXTURE IN ROOM 155, SEE FIRST FLOOR Ll6>HTING PLAN -SECTOR "D" THIS SHEET. Ll6>HT TRACK CIRCUIT CONTROL SHITGHES, SEE 6>ALLERY TRACK Ll6>HTIN6> CONTROL SCHEMA TIC, THIS SHEET. NOT USED. Ll6>HTIN6> GONTAGTOR FOR 6>ALLERY Ll6>HT TRACK CONTROL, SEE 6ALLERY TRACK Ll6>HTIN6> CONTROL SCHEMA TIC, THIS SHEET. FOR CONTINUATION SEE ENLAR6>ED Ll6>HTIN6> PLAN -ROOM 154 THIS SHEET. LIGHTIN6> PANEL, 20B/120V-3PH-4W COMPUTER PANEL, 208/120V.-3PH--41"-l Ll6>HT FIXTIJRE CONTROLLED BY LIGHTIN6> GONTAGTOR "LGa" IN Ll6>HTIN6> CONTROL PANEL, 22 = CIRCUIT NUMBER SEEffi "a' = Ll6>HTIN6> GONTACTOR E1_]p3 --= PART OF SYMBOL LOCATE PANEL "LDI" 36 INCHES FROM PANEL EDGE TO 6>ALLERY DOOR. NOT USED. NOT USED. FIRST FLOOR LIGHTING PLAN -SECTION 11D 11 l"G.-I4#12 TO REMOTE BALLAST PANEL, ROOM 153 (NORMAL POWER). SCALE, 1/8'= 1'-0" 16a,f 'LG3"@: 'Le,2"@1 "LDI'@® ; TO LT TRACK RMl55 12}.. 2 ~ 2 TRAGK TR.AGK GKT •A11 G-l<T IIBII -r-- 0 ' 'i ' I/4"G. 9#12 GIRC.. 'LDl"-22{ t- . ' -Ll6HTIN6 CONTAGTOR (@RM 154 ~ 0 El H_ "I_A -~ ( I V I L© I I N J I Jr I ,, GIRG. 11LDI 11-I :i :: G-IRC-. 11LDl11-.... GIRG. 11LDl'1-: :: :: GIRG. "LDl'-I -1RG. 11LDI ·-15 :: PANEL C-IRG. "LDl"-11 @i) I -1RC. 11LDt11-2 : C.IRG. 1LD1 11 ;, GIRG. "LDl"-6 :' IRC,. 11LDl11-I . ,, / 'L V::if:11;!' ~ + @:I <$) ..L I I I -I -- -Ll6HTIN6 GONTAGTOR (LG2) RM 154 1 ' El m---0 A' -~ H I J I V -©-- I Jr I " GIRC,, ''LDl"-1 '.: C.RC.. ''LDl"-q : GIRG. "LDl"-11 ,: GIRG. "LDl"-I'1 :: GIRG. "LDl'-2I " -1RC-~ 11LDf 11---: C,IRG,, lfLD[ll--e C.IRG. •LDI 11-I _ ,: :: GIRG. "LDI "-12 GIRG-. "LDl 11-2_ :: " -~ 6 ' - >TO RM NOTES (GALLERY JBAGK Ll6HJIN6 C.QNTRQL SCHB1ATic.J [I) LOI/II VOLTA5E Ll6HT TRACK GIRC-UIT CONTROL SHITGH. ~ PI-ENOLIC-NAMEPLATE MOUNTED ABOVE SJ/IIITGH, 6LAGK 6AGK5ROUND J/IIITH J/IIHITE I/f>' HIGH GHARAGTER5. @) 6' X 6" X 4'(DEEP) 5ALVANIZED STEEL JUNG TION 60X J/IIITH SGREJ/11 GOVER. 13) 9/4"G.-9#12 + 1#12 (5ND). @:) 9/4"G.-(2)4/C#206A J/IIIRE. ~ ::1/4''C,.-411I:2 + 1#12 (5ND) . [2j L16HTIN5 GONTAGTOR, 90AMP/600 VOLT, NEMA I, ELECTRICALLY HELD 120 VOLT COIL HITH (10) 20AMP (SPSTJ NORMALLY OPEN GONTAGT5, AND (I) 20AMP (SP5T) NORMALLY CLOSED CONTACT, AND HAND-OFF-AUTO SELECTOR SIAIITGH. ~ Ll5HTIN6 PANEL, 20b/120V. BJ LOIAI-VOLTA6E SJ/IIITGHIN6 PANEL "L V5PIB', ROOM 105. I "G.-(4)4/C,#206>A HIRE. TO LIGHTIN6> PANEL VIA Ll6>HTIN6> GONTAGTORS, SEE 6>ALLERY TRACK Ll6>HTING CONTROL SCHEMATIC,, THIS SHEET. ON/OFF GONTROL FOR TYPE "H' LIGHT FIXTIJRES IN 6>ALLERY. DIMMER SHITGHE5 FOR TYPE 'H" Ll6>HT FIXTURES IN GALLERY. MOUNT DIMMER SHITGHE5 ADJACENT TO LOW-VOLTAGE SHITC-HES. 3/4"G.-13#12 + 6>ND. SEE ARCHITECTURAL SHEET Al8 FOR FIXTURE M::JL"1TIN6> HEl6>HTS. TYPE "T" LIGHT FIXTIJRE MOUNTED IN BOTTOM OF NITGH SPACE HITH FACE OF FIXTIJRE POINTED UP, SEE ARGHITEGTIJRAL DETAIL #1, SHEET A63.I. SEE SEISMIC DETAIL ffi E1.]p4 SEE SEISMIC, DETAIL ffi E1_]p4 M::JIJNT TYPE "L" LIGHT FIXTIJRES ON TOP OF BEAM TO UPLl6>HT GEILIN6> AND HALLS. SEE Ll6>HTING GONTRJ?L DIA6>RAM @ ~4 3/4"C,. TO LOH VOL TA6>E SWITGHIN6> PANEL, ROOM 10'!. SEE RELAY SCHEDULES, SHEET E22. HIRING PER MANUFAGTIJRER'S REQUIREMENTS. LTTRAGK 155 FIRST LEVEL ROOM sa-lEDULE • 143 ENTRY " 146 BOOK SALES A B • 14, FRIENDS HORK ROOM • 150 MEETIN6> ROOM • 151 ACTIVITY ROOM • 153 MEETIN6> ROOM STORA6>E • 154 6>ALLERY HORK ROOM • 155 GALLERY GALLERY TRACK LIGHTING GONTROL SCHEMATIC • INDIGA TES PUBLIC, AREA SCALE, NO SCALE KEY PLAN • Date: 5 -1 5 -9 1 Job INo.= 9 60, 3 5 -I 5 -9 7 PLAN CHECK SLEMJTT AL 6 -2 0 -9 7 PLAN CHECK RESUE¥JTT AL 7 -8 -9 7 BUILDING Pa:?MIT 7-15-97 FORBDS I 0-20-9 7 FOR REBID VAN BUUREN KIMPER ENGINEERING Pro~••--•"-• eoao O■nalno d• 1111 .,. • ._ •••• ao, ■•n 'Ci•,. ... :11. IIRtDII a.n, fax H1.•N V.B.K.E. JOB NO. MS96044 Carlsbad City library Cardwell/McGraw Architects ' Archi1leclture Pia.ming Interiors ' / FIRSl FLOOR. , , L~HTMNG PLAN , E7; -SECTION •o• -. ,,- 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Sb eel 4200 S., Diego CA92101 619 231'·0761 ------- 0--- @--~ 0-----\ _-_, 0------- 0----- 20~~H !-'-::-t--.. ~ 0- cp ~--.. "''--~~ ~-7 @---- MATCH LINE "A" __ ..., -SEE SHEET E-I0 @IILAl1 [Jg] C "GPA"-l"l,21 ~ 'GPA"-23,25 @IILAII ~A"-21,2<'1 "LA"-l'f,2I "LA"-23,25 ,J ... 480Y-3PH 30 HP 480V-3PH 4 MAIN ELEGTRIGAL ROOM 105 ®IILA.11- ® I -0. "SAP"@ /'-"CPAl"-10 (D"MDF" FOR AD ITIONAL WORK IN THIS Af<.EA, SEE ENLARGEb PLAN, SHEET E3 "DPH2"@ /-t-+=,.,~ 822W I20V G ~"GPAl'-2,4,6 ."M2'~n:11 "LA"-3I,33 G (TYPICAL) (TYPICAL)®7 DE] 151 I IILAll@ "Df'lt21~"-~8~__,.,?-:::---z ,. ® r@§l ® G r __ _J [g] 151 D \ "LA "-12,14 'CPA"-6 2 n I r-03) I 122 \ ~ _---,,:.:: ---~122 ~. ---®-8--~ ......_,~ "CPAI' :½~µ,, ~--'x I "GPAI "-1,3;;, --'='-'-·@ -6,8,10 "LA"-28 'GPA"-28,30_.)>l-.C:,...:~l!..l..: ~~ l5l 151 II( 151 G ~~ 28 3 8 8 G =~ ___ ~12I;!J111"-=--~~~~'"=":"" __ _Jll_,__ __ ;.[_Ji~"'= "GPAI "-12,14 "GP A-,"-8,10,12 I "LA "122,24 I ~~~~~!'!!!!!!!!!!!~ 11 ._,_....,, ... l(TYPIGAL) ~-u......------1..ml<TYPrcAW I 1134! ® G "GPA"-14,16,18 (TYPICAL)@----;...____ -G "CPA"-26~C SEE ARGHITEGTURAL FLOOR PLANS FOR DIMENSIONED FLUSH FLOOR BOX LOGA TIONS. @ v"GPA"-20,22,24 G - "ELB"-4 I 26 om -,---7 I I I I THE TELEPHONE AND DAT A SYSTEMS, AND THE SECURITY ACCESS SYSTEM ARE OY'INER FURNISHED-VENDOR INSTALLED. THE CONTRAGTOR SHALL PROVIDE A COMPLETE CONDUIT AND OUTLET SYSTEM PER THE GENERAL NOTES (SHEET E2) AND THE SPEGIFICATIONS. FIRST FLOOR POWER AND SIGNAL PLAN -SECTION 11 A 11 SCALE: I/8"=I'-0" = ID ~ = I w w z 1--w _j w G CT\ 1-lw < w I: l.f) ( ' NOTES (D MAIN ·DISTRIBUTION FRAME BACKBOARD "MDF". @ COMPUTER POWER REGEPTAGLE (TYPICAL). @ COMPUTER DISTRIBUTION PANEL "GDP", 600A-208/I20V-3PH-4W LIGHT SWITCH AT 36" ABOVE ELEVATOR PIT FLOOR. LOCATE SHITCH ADJACENT TO LADDER, VERIFY LOGA TION PRIOR TO ROUGH-IN. LIGHT FIXTURE "EE', REGEPTACLE AND TELEPHONE OUTLET AT 18" ABOVE ELEVATOR PIT FLOOR. \ PUBLIC ADDRESS SYSTEM EQUIPMENT RACK. J-BOX FOR I20V POWER TO BOOK SECURITY SYSTEM, VERIFY LOGATION HITH EQUIPMENT MANUFACTIJRER, PRIOR TO ROUGH-IN. PROVIDE CEILING MOUNTED FIRE ALARM SMOKE DETECTORS IN THIS AREA. SMOKE DETECTORS SHALL BE INSTALLED AND LOGATED IN ACCORDANCE HITH NFPA 12, MANUFACTIJRER'S REGOMMENDATIONS, AND UL LISTING/FM APPROVAL. INTRUSION DETECTOR (PART OF SECURITY SYSTEM). PA SYSTEM MICROPHONE OUTLET. JUNG TION BOX FOR SECURITY SYSTEM DOOR SWITCH. PROVIDE J-BOX AND CONDUIT CONGEALED ABOVE CEILING (iA!HERE POSSIBLE) AND ON HALL NEXT TO DOOR FOR EXPOSED GONSTRJJGTION. HIRING DOOR SWITCH AND DOOR SWITCH CONNECTION SHALL BE PROVIDED BY SECURITY SYSTEM VENDOR. DOOR SWITCH CONNECTION, TYPICAL. LININTERRJJPTIBLE POHER SUPPLY "UPS' LOGA TION, I60KVA, 208/120V-3PH-4W HITH 10 MINUTE BATTERY BACK-UP, SEE SHEET EB. ELEVATOR EQUIPMENT FUSED DISCONNECT SWITCH, SEE SINGLE LINE DIAGRAM, SHEET EB. GOMPUTER POHER PANEL 208/I20V-3PH-4W. Date= 5-15-97 Job No.: 95013 5 -I 5 -9 7 PLAN CHECK SLBMITT AL 6 -2 0 -9 7 PLAN CHECK RESUEl\'11TT AL 7-8-97 BUILDING PERMIT 7-15-97 FOR SIDS 10-20-97 FOR RESI0 FLUSH FLOOR BOX, (2) 2-GANG BOXES, SEE SPEGIFIGATIONS, AND DETAIL LP\ ® ® ® ® ® ® SEGURITY SYSTEM KEYPAD. E®4 J-BOX FOR HATER HEATER "HH-5", 3KH-208V-IPH. PA SYSTEM SPEAKER. EMERGENCY AJSHBUTTON 51'-llTCH LINDER COUNTER (PART OF SEaJRITY SYSTEM) . SECURITY ALARM HORN FLUSH MOUNTED AT +8'-0" AFF SEaJRITY SYSTEM KEY PAD (TYPICAL). PROVIDE J-BOX HITH (EMPTY) 3/4"G. TO PANEL INDICATED. PROVIDE J-BOX AND I" CONDUIT FOR FUTURE TELEPHONE/DATA OUTLET TO CLOSEST "MDF" OR "IDF" BACKBOARD (RM IIIQGI OR RM #238). TELEPHONE/DATA OUTLET WITH I" CONDUIT TO CLOSEST "MDF" OR "IDF" BACKBOARD (RM 1110"1 OR RM #238). DATA OUTLET IN\FLUSH FLOOR BOX WITH (I) 3/4" GONDUIT TO CLOSEST "MDF" OR "IDF" BACKBOARD (RM 1110"! OR RM 11238). TELEPHONE OUTLET IN FLUSH FLOOR BOX WITH (I) 3/4" CONDUIT TO GLOSEST "MDF" OR "IDF' BACKBOARD (RM 1110"1 OR RM #238). SECURITY ACCESS PANEL. POl"IER PANEL, 208/120V-3PH-41-'1. DISTRIBUTION PANEL ''DPH2", 400A-480Y-3PH-3H, SEE SGHEDULE ON SHEET E2. FUSED DISGONNEGT SWITCH, 200A-3P-600V, NEMA I, FUSE SIZE PER MANUFACTURER'S RECOMMENDATIONS. FUSED DISCONNECT 51'-llTCH, IOOA-3P-600V, NEMA I, FUSE SIZE PER MANJFACTURER'S RECOMMENDATIONS. FUSED DISGONNECT Si"IITCH, BOA-600V-3P, NEMAI, FUSE SIZE PER MAN.JFAGTURER'S RECOMMENDATIONS. PROVIDE 120V TO TRANSFORMER FOR SENSOR OPERATED LAVATORY. . . FIRE ALARM SYSTEM BELL. FIRE ALARM SYSTEM FLOl"l SHITCH AND TAMPER SWITCH. I20V CIRCUIT FOR TEMPERA TIJRE CONTROL PANEL, VERIFY EXACT LOGA TION PRIOR TO ROUGH-IN. EMERGENCY POHER OFF "EPO" AJSHBUTTON, SEE~ E8 E25 FIRST LEVEL ROOM SCHEDULE i IOI DELIVERY AREA 123 OFFICE 102 STORAGE 124 MEDIA EQUIPMENT ROOM 103 RECEIVING 125 V'IORK ROOM 104 MEGHANICAL ROOM 126 OFFSET PRESS 105 ELEC TRI GAL ROOM 128 TEMPORA Y PLATFORM AREA 106 YARD ROOM 12'1 STORAGE 101 COMMUNIGATIONS ROOM 130 AUDITORIUM 108 MAINTENANCE OFFICE 131 VIDEO PRODUCTION ROOM 10"1 COMPUTER SERVER 132 POST PRODI.JGTIOi:;i ROOM 110 OFFICE 134 CIRGULA TION SUPERVISOR 111 STAFF COPY GENTER 135 INTERVIEW ROOM 112 ELEVATOR EQUIPMENT 136 CHECK-OUT COUNTER 113 CORRIDOR 13"1 READING 114 STAFF TOILET 140 READING 115 STAFF TOILET 141 MAIN HALL 116 STAFF TOILET (H.GJ 142 BOOK SECURITY CHECK 111 INFORMATION STAFF 51 STAIR Ill 118 COPY ROOM 52 STAIR 112 11'1 BUILDING MANAGER S3 STAIR 113 120 STORAGE S6 STAIR 116 121 J,IIORK ROOM El ELEVATOR 122 OFFICE B ~c~ D .____.o KEY PLAN VAN BUUREN KIMPERIENGINEERING Pro.,.•elon•I l!nglrl-• ai:,ao oam1no • Ill ... _.. 8ul1• 801 •-Dl•ao. 0A ea,aa e1•.ze, •••o 1-. ae,.eaae V.B.K.E. JOB NO. MS96044 Carlsbad aty Lb-ary CardwelVMcGra.w Architects • Arcl"liteciure Plam~ng ·Interiors , ·, FIRST FLOOR POWER. AND SJGNAL .PLAN~ · -SECTION "A' ~ -, 1221 Sec:011d AWIIUI Seattle WA 98101 206 622-23.tf· 701 8 a, eel +200 San Diego CA92101 619 231--0751 cp I [g] @"CPBI" (Em C I 0 I <l:l w ~ LJ.LJ! ~ ~~ ' ' ~ ~~ ' I 1--------h QE] @ G-; C 'LB"@ ® "CPBl"A ~ @ 11DPH2··-o =-='==lra: _"71!--,-r--,-fm' 'I , ii --c.,--..6 ;=J-1 -~-----·,r---- Jl 7J ,, ' 11 " I I 1 1 5 HP tPJ-'1-1---)e l480V-3P ,:: ,-, -- -----~ ·-' 'I' I I ------1 l 11' t .. / I I \ I i l 11DPH211-5 @ 0 I j I 'CPBl"-1,3,5 ~ ~ - -19,21,2 ' 45.1 ,, 6 KY! l'f-+ 208V-3P 2 l"CPB"-25~ "CPB"-29,31 @ !IELA11_q "CPB"-6 B ~RC ' I •~PB"-24 V , l!:il C ~ .@ I 1 LB I , . I T 10,5 I II l~f;l----, ' I I I ' B --+-+I~ ' I ' 0j) I 1 1/2 HR 480V-3PH J 1/2 HR I i C 1.' !.rr-:F--/ ~@ :-'1t-------4-tt--11DPH2 11-4 " "DPH2"-3 6FI I fifr\ 1-~ ) \__r"LB"~IB ® "CPBl'y' T I ~ @"cPBI" 152 MATCH LINE "C" SEE SHEET El I SEE ARCHITECTURAL FLOOR PLANS FOR DIMENSIONED FLUSH FLOOR BOX LOCATIONS. FIRST FLOOR LIGHTING PLAN -SECTION "B" SCALE, 1/B"•l'-O" ~ CARLSBAD CITY LIBRARY '925 EL CAMINO REAL First Floor Power & Signal E9 Plan -Section "B" 4) I I i F_O.W ___i~ -----0_) ('I<,~ v.L.-v'_J i'.° '\ -----· . t. I ~/ F.O.W. ~fl J THE TELEPHONE AND DATA SYSTEMS, AND THE SECURITY ACCESS SYSTEM ARE OWNER FURNISHED-VENDOR INSTALLED. THE CONTRACTOR SHALL PROVIDE A COMPLETE CONDUIT AND OUTLET SYSTEM PER THE SENERAL NOTES (SHEET E2) AND THE SPECIFICATIONS. G) @ NOTES COMPUTER POWER RECEPTACLE (TYPICAL). COMPUTER POWER PANEL, 20B/120V-3PH-4W Ll6HT SWITCH AT 36" ABOVE ELEVATOR PIT FLOOR. LOCATE SWITCH ADJACENT TO LADDER, VERIFY LOCATION PRIOR TO ROU0H-IN. Ll6HT FIXTURE "EE", RECEPTACLE AND TELEPHONE OUTLET AT 18" ABOVE ELEVATOR PIT FLOOR. PROVIDE 120V TO TRANSFORMER FOR SENSOR OPERATED LAVATORY. COMPUTER POWER RECEPTACLE (TYPICAL) MOUNTED IN FLUSH FLOOR BOX. POWER PANEL, 208/120V-3PH-4W PROVIDE CEILING MOUNTED FIRE ALARM SMOKE DETECTORS IN THIS AREA. SMOKE DETECTORS SHALL BE INSTALLED AND LOCATED IN AGGORDANGE WITH NFPA 12, MANUFACTURER'S RECOMMENDATIONS, AND UL LISTING/FM APPROVAL. INTRUSION DETECTOR (PART OF SECURITY SYSTEM). ..UNCTION BOX FOR SECURITY SYSTEM DOOR SWITCH. PROVIDE J-BOX AND CONDUIT CONGEALED ABOVE GEILINS (WHERE POSSIBLE) AND ON WALL NEXT TO DOOR FOR EXPOSED CONSTRUCTION. WIRIN6, DOOR SWITCH, AND DOOR SWITCH CONNECTION SHALL BE PROVIDED BY THE SECURITY SYSTEM VENDOR. DOOR SWITCH CONNECTION, TYPICAL. ELEVATOR EQUIPMENT DISCONNECT SWITCH, SEE SIN6LE LINE DIA6RAM, SHEET E3 FLUSH FLOOR BOX (2) 2-GANG BOXES, SEE SPECIFICATIONS, AND DETAIL@ ~4 PA SYSTEM MICROPHONE OUTLET. EMERGENCY PUSHBUTTON SWITCH (PART OF SECURITY SYSTEM) .. PA SYSTEM SPEAKER SECURITY ALARM BELL FLUSH MOUNTED AT +B'-0" AFF SECURITY KEY PAD PROVIDE .J-BOX WITH (EMPTY) 3/4"G. TO PANEL INDIGATED. PROVIDE J-BOX AND I" CONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM #10'1 OR RM #238) FOR FUTURE TELEPHONE/DATA OUTLETS. TELEPHONE/DATA OUTLET WITH I" CONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM 11109 OR RM 1123B), TYPICAL. DATA OUTLET IN FLUSH FLOOR BOX WITH 3/4" CONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM #109 OR RM 11238), TYPIGAL. TELEPHONE OUTLET IN FLUSH FLOOR BOX HITH 3/4" CONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM #10'! OR RM 11238), TYPICAL_ FUSED DISCONNECT SWITCH, 30A-600V-3P, NEMA I, FUSES PER MANUFACTURER'S RECOMMENDATIONS. DUCT DETECTOR, FURNISHED, CONNECTED AND TESTED BY DIVISION 16, INSTALLED BY DIVISION 15. PROVIDE 120V TO TRANSFORMER (ABOVE CEILIN6J FOR SENSOR OPERATED LAVATORYS OR FLUSH VALVES. 120V POWER FOR ELECTRIC WATER COOLER, VERIFY EXACT LOGATION PRIOR TO ROU6H-IN. 120V CIRCUIT FOR TEMPERATURE CONTROL PANELS, VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. ARST LEVEL ROOM SCHEDULE 139 READING 140 READING 141 MAIN HALL 142 BOOK SECURITY CHECK 144 HOMEN 145 MEN 145.1 STORAGE 148 ELEVATOR EQUIPMENT 149 VESTIBULE 152 ACTIVITY ROOM STORAGE 156 JANITOR 151 CHILD'S TOILET 15B CHILD'S TOILET 159 READING 160 READING 161 GOMPlJTER ROOM 163 CHILDREN'S DESK 164 CHILDREN'S STAFF WORK ROOM 165 CHILDREN'S STAFF SIJPERVISOR 166 READING !61 READING S4 STAIR #4 S5 STAIR #5 E2 ELEVATOR A '--c---' D ,___,o KEY PLAN Dale: s -, s -9 1 Job No.: 9 60 , 3 5 -I 5 -9 7 PLAN Ce-ECK 5LEMITT AL 6 -20-97 A...AN a-ECK RESLBMITTAL 7 -8 -9 7 EUILDING PERMT 7-1-5-97 FOR BIOS ID-20-9 7 FOR REBID I YAN BUUIEN KIMPER!ENGINEER1NG Prafccclerd r-.inenr• V.B.K.E. JOB NO. MS96044 '\;ii,-,.-;"', __ ; -Fent\Gll- Op 01.Vf Carooad City Library Cardwell/McGraw Archillecl:s Archltec~1.1re Plannirg Interiors FIRST FLOOR PO\IVER AND SIGNAL PLAN -SECT~ 'B' E9 1221 Second Avenue Seattle WA 98101 206 622-2311 701 B Slreel t200 San Diego CA92101 619 231-0751 0-- 0- ~-·--· MATCH LIN);, "A" ~-SEE SHEEi;ke, @-- 0---- LVIOl 130.1 PI01 G) "LG" @ "LG"-15,25 @ "LG" -5,<l ---1--11----,;::t--: :--.... @ "LG"-4,I1 @"LG"-38rtf--:::-.~ L Vl43 '1----t"lf' Pl25 Pll8 )--H\t::==~~ ' PIIO LVl43 }-~~===~~-=~~ Pl25 }--\--\-Ii---_. r::::--.... o~-t-tt-'~ 0-"L6" G) LV128 @[] IILC,11- "LG"-I5 ' 0-----r2L = = -.FIi FILJFi111--__ - i :l: ~ ~ 0 0 ~ u.: ..... 1.4 CTI "CPC"-2,4,6 11241 C " ---..... - (/) _J u 3 ------ (/) vi _J _J u u - C"-5,1 IOI-IP eov-3P - "LG"-4 FACP@ IHP I - "fFC''=G,tt;tB--7 I I 143j , I I "LC"-2 I 4eOV-3P "L6"-31@ ~l~O ~-= J\1~1~1:[U= -_ -_ =]:\t::!l~l:[1\= _--_=~~=I Olk~-~o.3-;; .. I I" <KA---;; I ---1PIOI LVl:30 I LVl:l'l ----t LVl2I PIOO "LG"-3I '-111"''--:::::::~G( Pl 11 ) LVIII ---1 Pll3 ----tLVI03 ---.PI03 PI05 I I I \ I ITT 11 = = ~1c=-=7~1--__ --~,r::==,~, --_ -_ -~1-=::=i=--- 130.4 11 □ Ii U) ~ vi ~ 0 _J u.: u 5 SEE ARCHITECTURAL FLOOR PLANS FOR DIMENSIONED FLUSH FLOOR BOX LOCATIONS. (/) _j u 5.5 II □ 11 I= vi U) _j _J u u THE TELEPHONE AND DATA SYSTEMS, AND THE SECURITY ACCESS SYSTEM ARE OV'lNER FURNISHED-VENDOR INSTALLED. THE CONTRACTOR SHALL PROVIDE A COMPLETE CONDUIT AND OITTLET SYSTEM PER THE GENERAL NOTES (SHEET E2) AND THE SPECIFICATIONS. FIRST FLOOR POHER AND SIGNAL PLAN -SECTION 11 G 11 SCALE, 1/8"= 1 '-0" @ G) @ NOTES COMPUTER POV'lER RECEPTACLE (TYPICAL). COMPUTER POV'lER PANEL, 208/I20V-3PH-4H PROVIDE I20V TO TRANSFORMER (ABOVE CEILING) FOR SENSOR OPERATED LAUDATORIES AND FLUSH VALVES. ELECTRIC Y'IIATER COOLERS. GFI RECEPTACLES MOUNTED AT +48" (ABOVE COUNTER) VERIFY LOCATION PRIOR TO ROUGH-IN. COMPUTER POHER RECEPTACLE (TYPICAL) MOUNTED IN FLUSH FLOOR BOX. POV'lER PANEL, 208/I20V-3PH-4H PROVIDE CEILING MOUNTED FIRE ALARM SMOKE DETECTORS IN THIS AREA. SMOKE DETECTORS 51-fALL BE INSTALLED AND LOCATED IN ACCORDANCE HITH NFPA 12, MANUFACTURER'S RECOMMENDATIONS, AND UL LISTING/FM APPROVAL. FLUSH MOUNTED FIRE ALARM CONTROL PANEL "FACP". FLUSH MOUNTED BATTERY CABINET LOCATED BELOH "FACP", SEE~ E~4 JUNCTION BOX FOR SECURITY SYSTEM DOOR SV'llTGH. PROVIDE J-BOX AND CONDUIT CONGEALED ABOVE CEILING (V'lHERE POSSIBLE) AND ON V'lALL NEXT TO DOOR FOR EXPOSED CONSTRUCTION. HIRING, DOOR SWITCH, AND DOOR SHITGH CONNECTION SHALL BE PROVIDED BY THE SECURITY SYSTEM VENDOR. DOOR SV'llTCH CONNECTION, TYPICAL. NOT USED. FLUSH FLOOR BOX (2) 2-GANG BOXES, SEE SPECIFIC.ATloNS, AND DETAIL@ El@4 I20V CIRCUIT FOR TEMPERATURE CONTROL PANEL, VERIFY EXACT LOCATION PRIOR TO ROlJGH-IN. UPS REMOTE ALARM PANEL, SEE SPECIFICATIONS. PA SYSTEM SPEAKER l"C. TO CONTROL PANEL ON UPS, PROVIDE HIRING PER MANUFACTURER'S REQUIREMENTS. SECURITY KEY PAD PROVIDE J-BOX l",IITH (EMPTY) 3/4"G. TO PANEL INDICATED. PROVIDE J-BOX AND I" CONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM #IO<l OR RM #2) FOR FUTURE TELEPHONE/DATA OUTLETS. TELEPHONE/DATA OUTLET HITH I" GONDlJIT TO CLOSEST "MDF" AND "IDf" BACKBOARD, (RM #IO<l OR RM #2), TYPICAL. DATA OITTLET IN FLUSH FLOOR BOX V'llTH 3/4" CONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM #109 OR RM #2), TYPICAL. TELEPHONE OITTLET IN FLUSH FLOOR BOX HITH 3/4" CONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM #IQ<l OR RM #2), TYPICAL. FUSED DISCONNECT SHITGH, 30A-600V-3P, NEMA I, FUSES PER MANUFACTURER'S RECOMMENDATIONS. DUCT DETECTOR, FURNISHED, CONNECTED AND TESTED BY DIVISION 16, INSTALLED BY DIVISION 15. EMERGENCY GENERATOR REMOTE ALARM PANEL, SEE SPECIFICATIONS. l"C. TO CONTROL PANEL ON EMERGENCY i;,ENERATOR, PROVIDE HIRING PER MANUFACTURER'S RECOMMENDATIONS. @ PROVIDE ISOLATED &ROUND HIRE FOR RECEPTACLES INDICATED IN AUDIONISUAL SCHEDULE -POHER, SHEET E2.I . ® I20V CIRCUIT FOR OVERHEAD PROJECTOR. FIRST LEVEL ROOM SCHEDULE 122 123 124 125 126 121 128 129 130 I30.I 131 132 133 133.1 133.2 131 138 143 168 I6<l 110 TECHNICAL SERVICES SUPERVISOR COLLECTIONS COORDINATOR MEDIA EQUIPMENT ROOM MEDINGRAPHIGS HORK AREAS OFFSET PRESS STORAGE TEMPORAY PLATFORM AREA STORAGE AUDITORIUM VESTIBULE VIDEO PRODLIGTION ROOM POST PRODUCTION ROOM FOYER JANITOR OPEN AIR FOYER CIRCULATION HORK ROOM CHECK-IN C.OlJNTER ENTRY HOMEN MEN BOOK DROP A B KEYPlAN • Date: 5-15-91 Job No.: 96013 5 -I 5 -9 7 PLAN CI-IECK SUBMITTAL 6 -20 -9 7 PLAN CHECK RESUBMITT AL 7-8-97 BUILDING PERMIT 7-15-97 FO< BIDS 10-20-97 FOR REBD I VAN BUUREN KMPER!El+31NEERING ~a-.,....on■I l!Ngln..,.■ eoso O.rnll'la d■ •• ar.■• Sutt■ •01 .... Dl■gg,, CA N10-8 a1aae1.8■ao •-n1.aaa■ V.B.K.E. JOB NO. MS06044 Carlsb§d City Library Cardwell/MGGraw ArchitectS' , ~ Architeci1U1re ,Planrning ~rrteriors , ', FIRST FLOOR POWEA AND SONAL PLAN-E~-o -SECTION •c• ,.-UY 1221 Seconcl Avenue $eatae WA 98101 206 622:.2311 701 B street 1200 San'Olago CA92101 619 231-0751 , ------~rn=----~rn_i 7=====D vi vi _, _, u u I ,-- 1 I L_ 6 I I I I I - --, I (TYP) 6 J-ifl---- 1143 I I (TYP )'t21>----lr---- _ _J r I 146 I "LD"-2,4,6 i I I I I I I I I l r I -11 ! I I I ~' ~ -_--" --=d ' "CPD"-11 r;=jl ""□a=.i-11 --_ -_ -.,11=i=□=,=;,-u-_--_ -,,11=i=w=i=uu--_ -_ ! vi _, u i 3: ui ' ui ...J ' ....i 0 u I (.) u.: ' [I] I I j1CQ1 vi ....i (.) I :--i'i"-"CPD" -2 ,4 ,6 11,.__.----itt "LD"-10 "LD"-l'l ~~2 "LD"-12 c:-=-,1 f\ __ :....-__,I I ~ I \ ~o I\ LJ 17 @ I¼-~ I I /'1:2 (TYP) II = = -r.u=i=□=i=uu-_--_ -,,11=i=□=i=.11--__ ---11M□-i1 (/J (/J ....i _ _j u (.) 0 SEE ARCHITECTURAL FLOOR PLANS FOR DIMENSIONED FLUSH FLOOR BOX LOCATIONS. (/J ....i (.) □ D 11.4 cs: i THE TELEPHONE AND DATA SYSTEMS, AND THE SECURITY AGGESS SYSTEM ARE OWNER FURNISHED-VENDOR INSTALLED. THE CONTRACTOR SHALL PROVIDE A COMPLETE CONDUIT AND OUTLET SYSTEM PER THE 6ENERAL NOTES (SHEET E2) AND THE SPECIFICATIONS. FIRST FLOOR POWER AND SIGNAL PLAN -SEGTION 11D 11 SCALE, 1/8"=1'-0" ' ,. MATC.H LINE "6" -EEf. Slla:T © @ @ © ® @ G) @ @ @) @ @ @ ® @ Date: 5-15-97 Job No.: 9601s NOTES COMPUTER POHER RECEPTACLE (TYPICAL). COMPUTER POYER PANEL, 208/120V-3¾-4W. 5 -I 5 -9 7 PLAN CHECK aJBMITT AL 6 -20 -9 7 PLAN CHECK REalBMITT AL 7-8-97 BULDING PERMIT 7-15-97 FOR BIDS 6FI RECEPTACLES MOUNTED AT +44' AFF (ABOVE COUNTER), 10-20-97 FOR REBID VERIPr" LOCATION PRIOR TO ROU6H-IN. .:...:::....-=-=---'--'---'c.=:-==------ J-BOXES FOR PAY PHONES, +44" AFF. J-BOX AND 3/4"C. TO MICROPHONE OUTLET, AND TO MUL Tl-PURPOSE ROOM AN J-BOX. COMPUTER POWER RECEPTACLE (TYPICAL) MOUNTED IN FLUSH FLOOR BOX. POWER PANEL, 20B/120V-3¾-4W. PROVIDE CEILIN6 MOUNTED FIRE ALARM SMOKE DETECTORS IN THIS AREA. SMOKE DETECTORS SHALL BE INSTALLED AND LOCATED IN ACCORDANCE WITH NFPA 12, MANUFACTURER'S RECOMMENDATIONS, AND UL LISTIN6/FM APPROVAL. INTRUSION DETECTOR (PART OF SECURITY SYSTEM). J-BOX FOR SECURITY SYSTEM DOOR SVIIITCH. PROVIDE J-BOX AND CONDUIT CONCEALED ABOVE CEILIN6 (V'IHERE POSSIBLE) AND ON WALL NEXT TO DOOR FOR EXPOSED CONSTRUCTION. HIRING, DOOR SHITCH, AND DOOR Sl'>UTCH CONNECTION SHALL BE PROVIDED BY THE SECURITY SYSTEM VENDOR. DOOR Sl"IITCH CONNECTION, TYPICAL. MlJL Tl-PURPOSE ROOM AN J-BOX, SEE AN J-BOX/CONDUIT SCHEDULE, SHEET E2.I . FLUSH FLOOR BOX, (2) 2-6AN6 BOXES, SEE SPECIFIC.A TIONS, AND DETAIL~ §Jlµ4 PA SYSTEM MICROPHONE OUTLET IN FLUSH FLOOR BOX, (I) l-6AN6 BOX, SEE SPECIFIC.A TIONS. AUDIONISUAL OUTLET IN FLUSH FLOOR BOX WITH (I) 3/4"C. TO MUL Tl-PURPOSE ROOM AN J-BOX, ROOM ISB. PA SYSTEM SPEAKER. SECURITY ALARM BELL FLUSH MOUNTED AT +8'-0" AFF. SECURITY KEY PAD. PROVIDE J-BOX V'IITH (EMPTY) 3/4"C. TO PANEL INDICATED. PROVIDE J-BOX AND I" CONDUIT TO CLOSEST "MDF" OR "IDF" BACKBOARD, (RM IIIO'l OR RM 11238) FOR FUTURE TELEPHONE/DATA OUTLET. TELEPHONE/DATA OUTLET V'IITH I' CONDUIT TO CLOSEST "MDF" OR "IDF" BACKBOARD, (RM 1110'1 OR RM 11236), TYPICAL. DATA OUTLET IN FLUSH FLOOR BOX V'IITH (I) 3/4" C. TO CLOSEST "MDF" OR "IDF" BACKBOARD, (RM #10'1 OR RM #23B), TYPk:-AL. ' - TELEPHONE OlJTLET IN FLUSH FLOOR BOX WITH (I) 3/4" C. TO CLOSEST "MDF" OR "IDF" BACKBOARD, (RM llfO'l OR RM 11238), TYPICAL. AUDIONISlJAL OUTLET V'IITH I" CONDUIT TO MUL Tl-PURPOSE ROOM AN J-BOX, ROOM 159. RECEPTACLE IN FLUSH FLOOR BOX, (I) l-6AN6 BOX, SEE SPECIFIC.A TIONS. DISCOI/INECT SV'IITCH, 30A-600V-3P, NEMA I. 6ALLERY AN JUNCTION BOX, SEE AN JUNCTION BOX/CONDUIT SCHEDULE, SHEET E2.I . 120V CIRCUIT FOR PROJECTION SCREEN. 120V CIRCUIT FOR MOTORIZED LOUVER. SHITCH FOR MOTORIZED LOUVER, PROVIDE LABEL "6ALLERY SKYLl6HT LOWER" FOR SPECIFIC.A TIONS. Sl'IITCH FOR PROJECTION SCREEN CONTROL, PROVIDE LABEL ''PROJECTION SC.REEN", PER SPECIFICATIONS. 120V FOR INSTANT HOT HATER HEATER, VERIFY LOCATION AND CONNECTION REQUIREMENTS PRIOR TO ROU6H-IN. 120V FOR MICROHAVE, VERIFY LOCATION AND CONNECTION REQUIREMENTS PRIOR TO ROU6H-IN. FIRST. LEVEL ROOM SCHEDULE * 143 ENTRY * 146 BOOK SALES * 141 FRIENDS WORK ROOM * 150 MEETIN6 ROOM * 151 ACTIVITY ROOM * 153 MEETIN6 ROOM STORA6E * 154 6ALLERY l'IORK ROOM * 155 6ALLERY • INDICATES PUBLIC AREA •· r I VAN BUUREN KIMPER ENIINEERING ~NIN-lo.nal l!lnlllfn••• ea•a C.-nlf,o dll I■ ··••1• eun. aa, B■n Dla,aa, OA 81110■ ., .... ., ... &O tax ........ V.B.K.E. JOB NO. MS96044 I -, .. ' . I. - A B Carlsbad Qfy Library Architecture Planni,i Jnteriorp ;I r KEY PLAN FIRST FLOOR POWER , · .. AND SIGNAL PLAN,., e·ii 11 -SECTION 'D' _ U U 1221 Second Avenue Seatlle WA 98101 206 6.22-2311 701 6 8'-eet t200 San Diego CA92101 619 231-0751 3: 0 ,.._: 0------ CD 0-----~== 0---- 0---- 0---- @---- MATCH LINE "A" --- 3 0 en "- 0 __j (.) I I I I I I( Z' 0 4 "EHA"-5 12011 a 2 14 □ 5 3 vi 0 _j (.) 15 vi 0 _j 0 "LV5P2"@ 'LVSP2A"@ en 0 ..J (.) la 3b vi ci ..J u la en P. _J (.) K la vi en vi ci 0 ci _J _j _j 0 0 u la E [g] 5a -"'""."'"---~~JJ::-=---E---{JJ K la la 5a I I cj 6c. l-tttt-{El~-HfiHB---~s--~s1-~~B1-1-1-1+-~B--~s----s-++++-~Bi-im-~•B1i----, ~ 6G 6c, ~ k 6G ~ k 12241@ , ~--HH-l,_;.:.L.-" rr'\'----1-1+1---,'-i, 11 30c, "LE"-30,32@ "EHA:13 ~E~E 14 ,,.----E---------. ~13E d 16 "EHA"-16 !232!@ (TYP) "LE"-2'1,BI@ II 29G GIG. @"HB"-10,12 2'1G. II - FOR EXACT LIGHT FIXTURE LOCATION, SEE ARCHITECTURAL REFLECTED CEILING PLANS. SECOND FLOOR LIGHTING PLAN -SECTION 11 A 11 SCALE: 1/8"=1'-0" • f ,, ~ vi 0 _ _, (.) I / I I [g C @ ® @ G) @ ® @ ® @ @ @ @ @ ® @ @ @ @ @ ® NOTES LOW VOLTAGE Sl"IITCH CONDUIT AND WIRE TO "LVSP2" OR "LVSP2A", ROOM 204.1, SEE LIGHTING RELAY SCHEDULES, SHEET E22. LIGHTING C.IRC.UITS INDICATED IN THIS AREA ARE CONTROLLED FROM LOW-VOLTAGE SWITCHING PANELS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE COMPLETE LOW-VOL TA6E SWITCHIN6 SYSTEM, INCLUDIN6 POINT-TO-POINT WIRING, SEE SPECIFICATIONS. WIRE LIGHT FIXTIJRE(S) AS REQUIRED FOR TANDEM IN-LINE SWITCHING OF INBOARD AND OUTBOARD ROWS OF LAMPS, (SWITCH "a" INBOARD, ·SWITCH "b" OUTBOARD). EXTEND Ll6HT FIXTIJRE HOUSIN6 (UNLIT PORTION) TO WALL AND ANCHOR PER MANUFACTURER'S RECOMMENDATIONS (TYPICAL BOTH ENDS). TO LIGHTING PANEL VIA LOW VOLTAGE SWITCHIN6 PANEL "LVSP2" OR "LVSP2A", ROOM 204.1. LIGHTIN6 PANEL, 480/211V-3PH-4W. NOT USED. NOT USED. 3/4"C-(2)4/Cll20GA WIRE. LIGHTIN6 PANEL, 480/211V 3/4"C-(1)4/C#206A WIRE. FOR EXACT Ll6HT FIXTURE TYPE" II" MOUNTING HEIGHT, SEE ARCHITECTURAL SHEETS A35 AND A:36. TO LIGHTING PANEL VIA LIGHTING CONTROL PANEL "LC.P", RM 105. Ll6HT FIXTURE CONTROLLED BY Ll6HTING C.ONTACTOR "LC.a" IN Ll6HTING CONTROL PANEL, 20 = CIRCUIT l',UMBER SEE@ "a" = LIGHTING CONTACTOR ~ = PART OF SYMBOL PROVIDE "UNSl"IITCHED HOT l"!IRE FROM PANEL FOR Ll6HT FIXTURE. CONDUIT AND V'llRE DOWN TO LIGHT FIXTURE AT FIRST FLOOR, SEE SHEET E4. CONDUIT AND l"!IRE DOWN TO Ll6HT FIXTURE "DD" BELOI"!, SEE SHEET E4. LOW-VOLTAGE SWITCHING PANEL. l"C.-(4)4/Cll20GA WIRE. I "C.-(3)4/Clt20GA V'IIRE. l"C.-11lt12 + GND. LOW VOLTAGE SWITCH "c," AND "d" IS OWOFF CONTROL FOR LIGHTS CONTROLLED BY DIMMER SHITC.H. 1 "C.-(5)4/Clt20GA HIRE. B/4"C.-B#IO. TYPE "BB" LIGHT FIXTURE, SHALL NOT BE INCLUDED IN LOH VOLTAGE "FLICK WARN" SYSTEM, SEE ARCHITECTURAL DETAIL 2, SHEET A6B.I AND @j_ ~4 SEE SEISMIC DETAIL~ E']]p4 SEE SEISMIC. DETAIL LLl ~4 B/4"C.-6#12 SECOND LEVEL ROOM SCHEDULE 201 202 204 206 201 204.1 209 210 211 212 213 214 215 216 211 218 219 220 221 222 223 224 225 232 DECK STAFF ROOM STORAGE l"!OMEN MEN ELECTRICAL CLOSET JANITOR CORRIDOR STAFF TOILET (H.C) STAFF TOILET STAFF SHOWER ELEVATOR LOBBY ASSISTANT DIRECTOR COPY ALCOVE ACCOUNTS CLERK BOARD ROOM ADMINISTRATIVE SECRETARY RECEPTION DIRECTOR COMMUNITY RELATIONS READING READING READING READING SI STAIR Ill 52 STAIR lt2 El STAFF ELEVATOR B .___c___, D ~D KEY PLAN .I Date~ 5-1 5-97 Job No.= 9601 s 5 -I 5 -9 7 PLAN CHECK SI.B,11TT AL 6 -20 -9 7 PLAN CHECK RESUElMITT AL 7-8-97 13UILDING PERMIT 7-15-97 FOR SIDS 10-20-97 FOR REBID I VAN BUUREN KIMPER!ENGINEERING _,.,..a-,...io-1 .,..,. •• ,. •o■o O.mlna-d■ la 81■■1• 81111■ 80'I 8■n Dr..-•. 0A e:a1oe 9111.8'■1 .... 0 f■K -,,e■a■ V.B.K.E. JOB NO. MS96044 Carlsbad City Library' ' CardwelVMcGra,w Architects . ,,. / Architecture Plapnirtg ~hteriors J ' ( , SECOND FLOOR LIGHTNG PLAN -SECTION •A" 1221 Seccud Averue Seattle WA 11111)1 206 622-2311 701 B Sb eet t200 San Diego CA92101 619 231~51 • vi 0 _j "-' [g] rn NI= -<( I = ~~ LU -lU I_J J: J: ,n I.) lU f-lll <( ,n !: u, 0 -' 0 75 VJ vi u, ci ci ci _j _j _j 0 0 0 3a 2 ~ ~ u, 3 vi 0 0 ci 0 _J _j I.,_ _j -' (.) 0 0 u 55 228 -------1-- 1----<B\----====-~-1B}----==~--{B\---=:.......;=1 I "HB"-i,<I @ @ I a I ia II g ,. 5a 5a 5a ia !223!@ E K ia a ia ia u g Ii & B B B 8c. 8c. j224j@ ~32c. @"HB"-18,20 • C. 12251@ B Bl 12c. [!I q - ia E B 12c. I K -+l+----J 230 I <I i---t---1.Br---llBi~-...,c 8c. Be. @"GPF" 13a.b 14E K E C. B 12c. B 12c. Bl B 12c. B 236 SECOND FLOOR LIGHTING PLAN -SECTION 11B 11 SCALE, 1/8"=1'-0" c::: 3 u, 0 0 .....: -' (.) 233~ -- I ---------- - I C.L-O.S.0 ~ ~ ---@) C.L.O.S. F.O.W.@ ~ -··---~ FOR EXACT LIGHT FIXTURE LOCATION, SEE ARCHITECTURAL REFLECTED CEILIN6 PLANS. ([) @ @ G) @ ® @ @ <@) <@ @ @ @ ® ® @ NOTES LOW VOLTA6E SWITCH CONDUIT AND f'IIRE TO "LVSP2" OR "LVSP2A", ROOM 204.1, SEE Ll6HTIN6 RELAY SCHEDULES, SHEET E22. Ll6HTINIS CIRCUITS INDICATED IN THIS AREA ARE CONTROLLED FROM LOW-VOL TA6E SWITCHIN6 PANELS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 SHOHIN<S THE COMPLETE LOW-VOL TAISE SJIIIITCHIN6 SYSTEM, INCLUDIN6 POINT-TO-POINT V'IIRIN6, SEE SPECIFIC.A TIONS. WIRE Ll6HT FIXTURE(S) AS REQUIRED FOR TANDEM IN-LINE SJIIIITCHIN6 OF INBOARD AND OUTBOARD ROV'IS OF LAMPS, (Sr!ITCH "a" INBOARD, SWITCH "b" OUTBOARD). NOT USED. TO Ll6HTING PANEL VIA LOW VOL TA6E SWITCHIN6 PANEL "LVSP2" OR "LYSP2A", ROOM 204.1. POWER PANEL, 208/120V-3PH-4Y'l. PHOTOCELL FOR LOH VOLTA6E SWITCHIN<S SYSTEM. 3/4'C. TO LOY'l VOL TA6E SWITCHIN6 PANEL, ROOM 204.1, SEE RELAY SCHEDULES, SHEET E22. JIIIIRIN6 PER MANUFACTURER'S REQUIREMENTS. 3/4"C-(1)4/0l206A WIRE. LOH VOL TA6E SHITCHES "a", "b", "c." AND "d" FOR Ll6HTING (2ND FLOOR) IN OPEN AREAS CONTRoLLED FROM "L VSP2", ROOM 208. 3/4"C-(1)4/C#20GA HIRE. FOR EXACT Ll6HT FIXTURE TYPE "II" MOUNTIN6 HEIGHT, SEE ARCHITECTURAL SHEETS A35 AND A36. "IDF' BACKBOARD. l"C-(4)4/Cl!206A WIRE. PROVIDE "UNSWITCHED HOT HIRE FROM PANEL FOR LIGHT FIXTURE. CONDUIT AND HIRE DOWN TO LIGHT FIXTURE AT FIRST FLOOR, SEE SHEET E5. NOT USED. TYPE "BB" LIGHT FIXTURE, SEE ARCHITECTURAL DETAIL , SHEET A AND DETAIL W ~4 SEE SEISMIC DETAIL ~ E~4 SEE SEISMIC DETAIL 0 E~4 PENDANT MOUNTED LIGHT FIXTURE TYPE "HI" OVER REFERENCE DESK. PROVIDE FIXTURE ELBOHS AND UNLIT PORTIONS AS INDICATED AND REQUIRED. PENDANT MOUNT FIXTURE VIA 3/32" STAINLESS STEEL AC CABLES AND MOUNTING ASSEMBLY. SEE LUMINAIRE SCHEDULE, SHEET El<!. SECOND LEVEL ROOM SCHEDULE 223 READIN6 224 READIN6 225 READIN6 221 COMPUTER ROOM 226 INTER-LIBRARY LOAN 22<1 REFERENCE SUPERVISOR 230 BACK ISSUES/REFERENCE STAFF 231 HORK ROOM 232.1 READIN6 233 READIN6 234 HORD PROCESSIN6 ROOM 235 STUDY ROOM 236 STUDY ROOM 23, COPIER 238 IDF ROOM 55 STAIR #5 E2 ELEVATOR #2 A .___c__, D ,____,o KEY PLAN ' • Date: 5-15-91 Joo No.: 96013 5 -I 5 -9 7 PLAN CHECK SUB'-'ITT AL 6 -20 -9 7 PLAN CHECK RESUlMITT AL 7-8-97 BULDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID VAN BUUREN KIMPER.ENGINEERING ~IOnal l!n11M .... eoao o.n..o d■ 1a Bl••• •111N-801 ... l'I Di.aa, OA u10a •1e.2e1.ife&o t■;ic ••--•• V.B.K.E. JOB NO. MS96044 ( I • I CardwelJ/IMlcGraw A,ehirecis A'rchil:eciure P~ann~ng lntenqrs SECOND FLOO~ , LIGHTING PLAN -SECTION 'IB' / /' r ' 1221 Seocnd Avenue Seattle WA 98101 206 U2'-l311 701 B SIi tel t200 San Dlllgo CA9210t 619 231~0751 01----- Q)i----- 0----'--== 0---+- (TYPICAL) "CPE"-2,4,b 0--- @-- ;;:: 0 ....: If) 0 _j u "LE-5m "LE-12,14,16 (TYPICAL) 2.1 [ill 2.4 s: 0 ....: vi 0 _j u 0 "CPE" CT>~ 204,I ( 20 .,_-II (TYP) I 11-5,1 E"-22,24,26 "CPE"-8,1O vi q _.J u "LVSP2" " vs 2A" 'LE"- "LE'-1,C:l,I I I I "CPE"-1,3 151 "LE-11,IGf C '-<_"GPE"@ (/) 0 _J u , (/) (/) 0 0 __j _J u u , I "LE"-1,3 -"Mi2"-BO ~(TYPICAW ✓ :1.f.'.'. ® "LE''-IO 151 ' PE'-Gf,I1 "GPE"@ C 151 ~"CPE"-12 SEE ARGHITECTIJRAL FLOOR PLANS FOR DIMENSIONED FLUSH FLOOR BOX LOCATIONS. SEGOND FLOOR POWER AND SIGNAL PLAN -SEGTION 11 A 11 SCALE: 1/8"=1'-0" (/) 0 _, u C 20 C C (.fl 0 _j u C vi 0 __j u . 111) <( -: I !U !U z I--IU ~I~ I-IU ~ tH ' A_"GPE"-20 ® I @"GPE~ 151 C n "CPE~ 151 G "CPE"@ ® 151 "CPE"-13,15 I @ "GPE"@ I I I THE TELEA-+ONE AND DATA SYSTEMS, AND THE SECURITY ACCESS SYSTEM ARE OWNER FURNISHED-VENDOR INSTALLED. THE CONTRAG TOR SHALL PROVIDE A COMPLETE CONDUIT AND OUTLET SYSTEM PER THE GENERAL NOTES (SHEET E2) AND THE SPEGIFICA TIONS. (I) @ @ NOTES COMAJTER POJIIER RECEPTACLE (TYPICAL). COMAJTER POJIIER PANEL, 2O8/I20V-3PH-4W AUDIONISUAL OUTLET WITH I "G. TO BOARD ROOM AN J-BOX, ROOM 218 (NOTE 114). @ BOARD ROOM AN J-BOX, SEE AN JUNG TION BOX/CONDUIT SCHEDULE, SHEET E2.I . ® @ CT> ® @) © ® @ @ ~ (@ <@ @ © ® @ AN OUTLET IN FLUSH FLOOR BOX i-'IITH (I) B/4"G. TO BOARD ROOM AN J-BOX, ROOM 218, (NOTE 114). GOMAJTER POWER REGEPTAGLE (TYPICAL) MOUNTED IN FLUSH FLOOR BOX. POWER PANEL, 2O8/I2OV-3PH-4W PROVIDE CEILIN6 MOUNTED FIRE ALARM SMOKE DETJ::G.TORS IN THIS AREA. SMOKE DETECTORS SHAU. BE INSTALLED AND LOGATED IN AGCORDANGE WITH NFPA 12, MANUFACTURER'S RECOMMENDATIONS, AND UL LISTING/F'M APPROVAL. PROVIDE 120V TO TRANSFORMER FOR SENSOR OPERA TED LAVATORY OR FLUSH VALVES. JUNCTION BOX FOR SECURITY SYSTEM DOOR SWITCH. PROVIDE J-BOX AND CONDUIT CONGEALED ABOVE GEILING (WHERE POSSIBLE) AND ON WALL NEXT TO DOOR FOR EXPOSED CONSTRUCTION. WIRING, DOOR SWITCH, AND DOOR SWITCH CONNECTION SHALL BE PROVIDED BY THE SECURITY SYSTEM VENDOR. DOOR SWITGH CONNECTION, TYPICAL. TELEPHONE OUTLET Wint (1)3/4"C. TO CLOSEST "MDF' OR "IDF" BACKBOARD (ROOM #IOGf OR 11238), TYPIGAL. FLUSH FLOOR BOX (2) 2-GANG BOXES, SEE SPECIFICATIONS, AND DETAIL@ Ef,[(µ4 NOT USED. NOT USED. PA SYSTEM SPEAKER NOT USED. NOT USED. PROVIDE J-BOX WITH (EMPTY) 3/4"G. TO PANEL INDICATED. PROVIDE J-BOX AND I" CONDUIT TO CLOSEST "MDF' AND "IDF" BACKBOARD, (RM #IOG! OR RM 11238) FOR FU,TIJRE TELEPHONE/DATA OUTLETS. TELEPHONE/DATA OUTLET Wint I" GONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM #IOGf OR RM 11238), TYPIGAL. DATA OlJTLET IN FLUSH FLOOR BOX WITH 3/4" GONDUIT TO CLOSEST "MDF" AND "IDF" BACKBOARD, (RM #IOG! OR RM 11238), TYPICAL. TELEPHONE OUTLET IN FLUSH FLOOR BOX WITH 3/4" GONDUIT TO GLOSEST ''MDF" AND "IDF" BACKBOARD, (RM 1110"1 OR RM 11238), TYPICAL. 12OV CIRGUIT FOR 15OW INSTANT HOT WATER HEATER UNDER COUNTER. 12OV CIRCUIT AND CONNECTION FOR DISHWASHER, VERIFY LOCATION AND ELECTRICAL LOAD REQUIREMENTS PRIOR TO ROUGH-IN. SECOND LEVEL ROOM SCHEDULE 201 DEGK 202 STAFF ROOM 204 STORAGE 206 l"lOMEN 201 MEN 204.1 ELEGTRIGAL CLOSET 2OGf JANITOR 210 CORRIDOR 211 STAFF TOILET (H.G) 212 STAFF TOILET 21::3 STAFF SHOl'!ER 214 ELEVATOR LOBBY 215 ASSISTANT DIRECTOR 216 GOPY ALCOVE 211 ACCOUNTS CLERK 218 BOARD ROOM 21"1 ADMINISTRATIVE SECRETARY 220 RECEPTION 221 DIRECTOR 222 COMMUNITY RELATIONS 223 READIN6 224 READING 225 READING 232 READING SI STAIR-#1 S2 STAIR 112 El STAFF ELEVATOR B ..___c__, D ._____.D KEY PLAN Datte= 5-15-91 / dab No.= 96013 5 -I 5 -9 7 PLAN Ci-<ECK SUElMITT AL 6 -2 0 -9 7 PLAN Ci-<EC1< RESUBMITT AL 7 -B -9 7 BULDING PERMIT 7-15-97 FOR BOS 10-20-97 FOR REBID • VAN BWREN KMPEREN811EEIING. PP0,,..•!0-11•1 l!n11haer• eoao D•mlrlo •••• .... &ul• ilOt ··" Dl•ao, OA • .,a. a111.:ta,.aaao taa :11111.aa•• V.B.K.E. JOB NO. MS960044 Carlsbad City, Library . ( Cardwel/McGra.w ,Architects,,- r Architecture Pla,nl'l_g interiors , '· SECOND FLOOR-''t, r POWER AND __ ,_ , , SIGNAL PLAN , / ·, -e· 11. 1 -SECTION 'A' il (f. 1221 Secor id Avenue Seatlle WA 98101 206 eaa- 701 B S1reet +200 San Diego CA92101 619 231-:1 SP 01 -' I ui I ! [Q] ti} 0 __J u I I @ ~I ti} 0 _j ui 0 i I I I . (TYP) "LF"-2Cf 32 12231 @----~J7 ~ "M2"-32 ~(TYPICAU C I ~ -"GPF'-2I,23 @"CPFI" 12241 @ c ..... 'O' . .J.. =---~I ="'I='-ll ====,,,,,.i!:t=!.e====ll,i!::,CD 8 "CPf="-I1,ICf I CD I I I I--, 9 vi ti} VJ 0 0 a __J _j __j , 0 u u 21 (TYP) "G Fl"-l1lq ' "i"l "-11,13 @ DOWN C 12' @ "CPFI"@ 'LF"-2 vi ~ 0 a _j ,.,_ cjl S5 228 11 i c.-+--i Z;;.~"GPFl"-2.4,b I 23I I 11M2 11-32 __,,..... F"-24 [ ' "CPFI"@ I C "CPF"-I,3,5 ~ I 11 l 1 4 vi :i. ti} 0 0 0 _j u..: __j cj u 'GPFl"-I,3 234 SEE ARCHITECTURAL FLOOR PLANS FOR DIMENSIONED FLUSH FLOOR BOX LOCATIONS. SECOND FLOOR POV'!ER AND SIGNAL PLAN -SECTION 116 11 SCALE, I/B"=l'-0" ~-\ -----~ - C.L.O.S.0 ~ C.LO.S. F.O.W.@ ~ -~ THE TELEPHONE AND DATA SYSTEMS, AND THE SECURITY ACCESS SYSTEM ARE Oi"lNER FURNISHED-VENDOR INSTALLED SYSTEMS. THE CONTRACTOR SHALL PROVIDE A COMPLETE CONDUIT AND OUTLET BOX SYSTEM PER THE GENERAL NOTES (SHEET E2) AND THE SPECIFICATIONS. (D @ ~® @ ® @ G) @ ® @ @ @ @ @ @ @ ® @ NOTES COMPUTER POV'IER RECEPTACLE (TYPICAL). COMPUTER POV'IER PANEL, 20B/I20V-3PH-4H. FLUSH FLOOR BOX SAME AS NOTE #13 EXCEPT (I) I-GANG BOX. NOT USED. NOT USED. COMPUTER POIIIER RECEPTACLE (TYPICAL), MOUNTED IN FLUSH FLOOR BOX. POJ.-'ER PANEL, 208/I20V-3PH-41"l. PROVIDE CEILING MOUNTED FIRE ALARM SMOKE DETECTORS IN THIS AREA. SMOKE DETECTORS SHALL BE INSTALLED AND LOCATED IN ACCORDANCE IAIITH NFPA 12, MAN..JFACTURER'S RECOMMENDATIONS, AND UL LISTING/FM APPROVAL. NOT USED. JUNCTION BOX FOR SECURITY SYSTEM DOOR SHITCH. PROVIDE J-BOX AND CONDUIT, CONCEALED ABOVE CEILING (HHERE POSSIBLE) AND ON V'IALL NEXT TO DOOR FOR EXPOSED CONSTRUCTION. IAIIRING, DOOR SHITCH AND DOOR SIAIITCH CONNECTION SHALL BE PROVIDED BY THE SECURITY SYSTEM VENDOR. DOOR SIAIITCH CONNECTION (TYPICALJ. NOT USED FLUSH FLOOR BOX, (2) 2-6ANG BOXES, SEE SPECIFICATIONS, AND DETAIL @ E~4 PA SYSTEM MICROPHONE OUTLET. ' EMERGENCY PUSHBUTTON SHITCH (PART OF SECURITY SYSTEM). PA SYSTEM SPEAKER. SECURITY ALARM BELL FLUSH MOUNTED AT +B'-0" AFF. NOT USED. PROVIDE J-BOX HITH (EMPTY) 3/4"C. TO PANEL INDICATED. PROVIDE J-BOX AND I" CONDUIT TO CLOSET "MDF" OR "IDF" BACKBOARD, (RM #IOCf OR #23E>) FOR FUTURE TELEPHONE/DATA OUTLET. TELEPHONE/DATA OUTLET HITH I" CONDUIT TO CLOSEST "MDF" OR "IDF" BACKBOARD (RM #IOCf OR #23B), TYPICAL. DATA OUTLET IN FLUSH FLOOR BOX HITH (I) 3/4" C. TO CLOSEST ''MDF" OR "IDF" BACKBOARD (RM #IOCf OR #238), TYPICAL. TELEPHONE OUTLET IN FWSH FLOOR BOX HITH (I) 3/4" C. TO CLOSEST "MDF' OR "IDF" BACKBOARD (RM #IOCf OR #23B), TYPICAL INTERMEDIATE DISTRIBUTION FRAME "IDF" BACKBOARD, 12' X 8' X 3/4" (THICK) PL YHOOD PAINTED HITH GRAY FIRE RETARDENT PAINT. NOT USED. DISCONNECT SHITCH, 600V--3P-30A, NEMA I. I20V POl"ER FOR ELECTRIC V'IATER COOLERS. ' • SECOND LEVEL ROOM SCHEDULE 223 224 225 221 228 22'1 230 231 232.1 233 234 235 236 231 23e, S5 E2 READIN6 READIN6 READIN6 COMPUTER ROOM INTER-LIBRARY LOAN REFERENCE SUPERVISOR BACK ISSUES/REFERENCE STAFF HORK ROOM READIN6 READIN6 HORD PROCESSING ROOM STUDY ROOM STUDY ROOM COPIER IDF ROOM STAIR #5 ELEVATOR #2 A .___c___, D .______.o KEY PLAN Date= 5-15-97 Job No.= 96013 5 -I 5 -9 7 PLAN 0-<ECK SUl3MITT AL 6 -2 0 -9 7 PLAN 0-<ECK RESUBMITT AL 7-8-97 BUILDI~ PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBV • • l • • , aoao o.am~o cl• "' .... ._ 8ult• 801 aan 01•■111,, OA _,08 ., .......... 0 , •• ••t.•- V.B.K.E. JOB NO. MD96O44 I \ CardwelVMcGraw Arcl'niects , , Architecture Planl"lioo ~nteriors '., / SECOND FLOOR !POWER AND - OONAl PLAN -secnON ·s· / / 1221 Second AY811U9 Sealtle WA 9B101 206 622-?' 701 B street 1200 San Dlllgo CA92101 619 231, 0--I ®- I -IT- 11 0--T ' 1 / (µ21 2A' ® 4 ~ ' i I I I 01------ ' •• j 'c'.12"-2 V'IP T 0--:0 I I I ! ~ T i ' 1 l I l I 1. ( .0 i 0---T l r ( i CD i l l I ~ .. ( ) ( f---/ "MGG 2 "-"I • 2·-e I I (TYP) 1L4 i F.2 4e,o 120 p J, l 6 (TYP) .. f---0 "M2" "I @-) J, ➔ . . • . .. T I ➔ i i f-1 T 1'-®0 I T I I I I I 1 1 I ➔ J, f--➔ J, f-1 -J, ---. 0 . ➔ ( • t 0 ~ I ~ I I I I ' I 0::-· 0 @~ I ' 1 @) 0 ~ \..' ROOF PLAN SCALE, 1/16"=1'-0" T l' .. T l ) T ) t 7___; 8.5 ' ' 2 "-"I ( J, f- i I 0 ) -0 I i --® --0 11 ,- "M2"-6 1 WP T 1L4t-1P T 120V _I - l l ➔ G t I I • I I. lj ) T @ 0 0 @ ' NOTES I FL/SED DISCONNEG T SV'IITGH, 30A-600V-3P, NEMA 3R, FUSED PER MANUFACTURER'S REGOMMENDATIONS, SEE (E'\ Ei@3 SATELLITE DISH LOCATION. 2"C. TO CATV BOARD, ROOM 105. PHOTOCELL ON ROOF, SEE @ Date: 5 -1 5 -9 7 Job No.= 9 60 1 3 5-15-97 PLAN C~ECK SUBMITTAL 6-20-97 PLAN ~CK RESUSMITTAL 7-8-97 ElUILDI~ PERMIT 7-15-97 FOR BOS @ E~3 10-20-97 FOR RESID .c.=;_-=-=-.-'-'-----'--=-c.-'.c=""'------- ® ® R O OF MOUNTED GFI V'IEATHERPROOF RECEPTAGLE, SEE LQ E~3 MANUAL MOTOR STARTER, NEMA 3R, SEE (f'\ ~3 ----0 ------0 --@ ---0 \ ~ CD ®· ----<0 ----<0 '· I .' VAN BUIIIBt KMPERIE!IINEBIIIG. P-Pofeaalonal lbWPn••• V.B.K.E. JOB NO. MS96044 Cardwel/McGraw Archiitects Architecture· Pfanning ~n1teriors ROOF PLAN· t { 1221 Secaid Avenue Seattle WA 98101 206 6.22.;;2311 701 B Sbeet 1200 San DIBgo CA921D1 619 231-o751 I... PANEL; VOLTAGE: 120/208V, 3♦ 4W BUS SIZE. 225A-3P n '· . 'CPA' FED FROM: COP MAIN: MLO MTG: SURFACE LOC: RM 109 MIN. A.I.C.: 10,000 NEUlRAL: 200:11; NEUA: 1 ITEM /LOCA Tl ON • BKR/P II <I> A <l>B <I> C II BKR/P • ITEM/LOCATION R~Ct""' !_03 R 3/, 1 800 :/ 2Y, R REC1,nM 1~0. / BOO 2 REC/NM 103 R ~ 800 ,_, R REC/RM 121 _ BOO 4 RldtKM 108 ~ ·. 800 ., R~Ct.R'-1 109 R 800 6 R RECf.NM 121 _ 800 .. ,,, R~C/~!il 141 R 7 R ,_ 800 8 R 9 800 .I/ R RECt.KM 1_34_ ., .. 800 10 ~ ... 800 , REC, RI! 1 _34 R .. 800 12 R .- R 13 800 ... .17 R R\'.Ct_K!,! 138 , BOO 14 R 15 BOO ·v R R~C,_ RI! 138 -: BOO 16 17 -.. 800 :,, REC•KM 138 R /. 800 IB R R 19 800 I/ R RECtKM 1;,s_ I ,. 800 20 R ~ BOO . _,, R REC/KM 136_ BOO 22 R 2) 800 ..,,. R REC/R'1 136 BOO 24 R 25 800 ,, R REC/RI! 137_ ,,. 800 26 R 2J. 800 7 R R~Cf.Kld 1 _40. 800 28 29 800 , REC,KM 1 _40 _ R R 1,---800 30 R 31 800 1,-SPARE _, 32 SPARE JJ 800 [7 I, 34 ~ -. 38 31 V , 38 39 \/.--V , 40 41 . . ---I/ ., -----42 ~ (L}0116-COtfflNUClli V,.. 0 <I> CONN. VA. LCL I/A. CDNH. ,t.MF'S PANEL 0DNN:ECTEO KVA 25.6 K'IA (N)ON-COlfTlllllUS VA 800 • 8800 8800 73.3 PAN~ DOMIID-MFS 50.5A ~ DOONO,OLE (A)ECEPTACLE 24800 • BBOO 8800 73.3 PAHEl CotllE:c:TED M,tP5. 71.1 A * (K)lfatEN (IEDUIP. 0 ) 0 C BOOO 8000 68.7 HIOH <j> AMPS W/LCl 73.3A iNDllli: Ot\1£: 05/11/97 1. PROVIDE 2aa,r; RATED !fEUlRAL BUS. PANEL: 'CPC' VOLTAGE: 120/208 V, 3¢> 4W BUS SIZE: 225A-3P I .. _- ' . FED FROM: CDP MAIN: 70A-3P MTG: SURFACE LOC.: RM 170 ITEM/LOCATION REC/KM 126 RECt_KM 137_ REC/R'1 1!!7_ SPARE SPACE ~ (L)DNG-COOlilUOOS 'ltd! [t,t)ON-OONTll'IJOOS VA ~ O(Wll,IBlE (R)EQ'POO.E .. "'""" MIN. A.l,C.: 10,000 NEUTRAL: 200% NEMA: 1 • BKR/PI ii! ¢, A ¢, B ♦C 1 BKR/P • ITEM/LOCATION R 20/ 1 800 71 ,_ 800 R R R R 7, 800 _,, BOO 9 ., !J 800 ,_, 500 15 ... I/ C 19'.J----l 1_, 21 , 29 ., 3111----, _,,_ 3; .. 800 800 eoo 800 500 .- 800 .,, BOO 6 / 10 BOO I-~ BOO 12 D 14 V . -· 16 I, 500 18 17 20 I.>' 22 1,- 24 j__J'"' .. JO ,, 32 ..... / --•• 34 36 R R SP~ 3_;:.t-----i .. ·7 38 0 1500 10400 0 39 / 41 · /. .. <j> CONN. \Ol A 4500 e 3700 C 3700 ,__ _ _, ·. lCl V~ 4500 3700 3700 7 40 , 42 OClllN. NIPS PANEL CONl'ECIED IM\ J7.5 PMIEL DEhLIJIJ Nii-PS 30.8 PNIEL CON>mm HIPS 30.8 HEH <j> """' W/ICL 11.9 Kl 32.5A 33.D A 37.5 A ~TE· 08/17 /97 1. PROVIDE 20Q,r; RA TEO ~UlRAL BUS. PANEL: VOLTAGE: 277 /480 V, 3¢> 4W BUS SIZE, 100A-3P r· ... . -. -!- 'EHA' FED FROM: "EG1" MAIN: 50A-3P MTG: SURFACE, LOC.: RM 105 MIN. AJ.C: 14,000 NEUTRAL: 200111: NEMA: 1 : ITEM/LOCATION • BKR/1 * <I> A ¢, B <l>C fj BKR/P • ITEM/LOCATION RM 104,105,109,12_1,113, l 13/, ~ 1376 1;, 3/, L R',I ~39,140,1_44, 14_5 • 125,131 1292 2 RM 155 ~ .. 124 ... I~ R1,t 139,159 . L .. L ' .. 835 BLDG. LTS. ~ 100 I/ RM 1,50, 15_5,160,167 ' .... L . . 6 L 583 I XFMR ETA JO I ~ 3BOO ---v L RM 223 ! 402 8 ' Xf't.ilR "'ETA. I ;, 2200 ¼'a L RM 223 504 XFt.1R '"ETA"' ./ 3 1) 2300 ,,. L RM 223 512 12 L TG/KM 141 _ 3/, 13 1500 ,; L RM 224 ,, 907 14 LTG/RM 141 15 1500 ' ¼'a RII 22!5 .,, ... L ·-836 SPARE ~ , SPA~E 18 19 / , 20 21 ..,,. ., 22 23. . . . , 24 SPACE 25 .. ,, SPACE .. .,_ . -· 28 . . 27 · .-_,, ,,. . -28 29 . .,, _/ . . . . 30 31 .. v ., .. 32 33 L, " . 34 3_; .-. , ... JS 37 v /· 38 J; .. c/ 40 ;) , __ . . 42 ~ (L}(lNG-CONTIIIUOUS ~A 7471 cl> """' ,~ LCL YA. COIIIN. Al.FS PAftEL IXlffiEC'l"eD :KW, 18.B K'IA (N)OH-CON!INUOUS VA 11300 • 9277 1027! 33.5 PAI£\. ww.10 A\IIPS 24.8A ~ DEW,Nll,l8LE (R)ECEPOO.E 0 • 5999 6574 21 7 PNEL COHNEClED AMPS 22.6A * (l<PCHEN (IEOUF. 0 ) 0 C 3495 3794 12.8 HIGH clJ, .OWS W/LCL 37.1 A "'""" DATE: 08/17/17 1. PRO'IIDE 200ll RAl£D NEUlRAL BUS. PANEL: VOLTAGE: 120/208 V, 3• 4W BUS SIZE: 100A-3P r-· -, 'CPA1' FED FROM: CDP MAIN: t.n.O MTG: SURFACE LOC.:RM 109 MIN. A.I.C.: 10,000 NEUTRAL: 200111: NEMA: 1 ITEM/LOCATION • EKR/P , tA 4>8 <I> C ii BKR/P • ITEM/LOCATION REC/K~ 1:4() _ 3/, 1 BOO .. ~ 3/, REC/KM 1 _39. R ... .. R ,_ 500 .. 800 -·· v4 R :i, . .. ~00 --R .. .. 800 / . R ;, .. 6 R .. 500 REC/l<M 102_ i 7 800 .. Va RE;C)'."'" 110 ,( 800 .. REC/~ 194_ ~ 800 V RE;C/l<M 195. .-800 10 ---· -· 800 / SPARE 1J 800 12 REC 1ow 1i8 · SPARE 13 800 ','4 RECf.RI,! 1_20_ _, . . '. 15 .-:1-;6 SPARE --_, . . 17 ·. ., _, . ·. 18 1~ .. / 20 21 .. V ,, 22 ~ _, 24 SPACE 25 / SPACE ., 26 23 V 28 2! ./ JO 31 V , .. 32 33 .. L:;4 _, 3j / .-36 37 V , JB 1 ~-/ 40 ~ •✓ . / . .. 42 t (L)ONG-COl'ffflUDi\15-\'lll 0 <I> CCIIIN. \IA. l.CL "'-COHtl:, MIPS 1WE. CQHtlECTEO ICVA 9.5 KVA (N)ON-CONTINUOUS VA 5800 • 3700 3700 30.B PAf!E.. CEUND AMPS 26.4A ~ D""""""-.E (R)ECEPTACLE 3900 • 2900 2900 24.2 PNE. CONNECTED AMPS 26.'I-A * (K)OCHEN (IECIJP. 0 l 0 C 2900 2900 24.2 HIGH q> -• ■/I.cl. 30.B A N011'S! DATE 06/19/Bl 1. PROVIDE 200X RATED NEUlRAL BUS. PANEL: VOLTAGE: 120/208 V, 3¢, 4W BUS SIZE: 225A-3P i-·· •CPD' FED FROM: CDP MAIN: 70A-3P MTG: SURFACE LOC.: RM 153 MIN. A.I.C.: 10,00C! NEUTRAL, 200% NEMA: 1 ITEM/LOCATION • BKR/P fj ¢, A ¢, B •c ,, BKR/P • ITEM/LOCATION RECf.R~ 146 R 3/, ~ 800 v2 3/, R Rf;Cf.KM 150 800 REC/K1" 147 R 3, 800 V R 800 • REC/R!-l 150 R ;, 800 / R 800 6 REC 'l<M 155 R 7 800 .. 'a R SPARE ., R~C~ 1_54 5:-.. 800 l{o R .. ·-R R~C)'.""' 155 1J BOO _.,, --12 13 LT _, 14 15 I.>' ,. .-16 17 .. , _,_ 18 SPACE 19 I.>' SPACE , ... 21 12;, V .-22 2) .. _. ,,. .. 24 25 --·--..,,. ... I ,_ 26 .. 23 .. V .. .28 ~ ·. V JO 31 -V I _,, 32 ~ ;;, 34 13.:\ .-·. / .. .. 36 37 .. .. V , ·. 38 .. 39 . . -----' .v ,,. ·. 40 41 F _, .. 42 . .. ~ (l)OHG-CClfl'INOOUS VA 0 <I> ...... W.W.. OONtl AIIIPS PNIIB.. COtlNECTEIJ X'f'A 7.2 KVA (N)OIH.,HTINUOUS "'-800 • 2400 2400 20.0 MlB. OCIIWID AMPS 20.D A ~ _..._. (R)E<EPTACLE 6400 • 2400 2400 20.0 IWIEL CONNECTED AM.PS 20.0A * (l<lnctBJ (IEW~. o l 0 C 240D 2400 20.0 trl6H Q) NIIPS W/l,a.. 20.0A """"' llAl'E, 0!1/10/97 1. PRO'IIDE 200ll RA TED NEUlRAL BUS. PANEL: VOLTAGE: 120/208 V, 3$ 4W BUS SIZE: 100A-3PH I,,,·: ', 'ELA' FED FROM: EHA MAIN: 50A-3P MTG: SURFACE LOC.:RM 105 MIN. A.I.C.: 10,000 NEUTRAL: FULL NEMA: 1 ITEM/LOCATION ,liKR/P # $A ¢, B •c IN BKR/P • ITEM/LOCATION SPARE R 13/, 1 .. 1--; 3/, Fl~E Al,AR'1 PNL/. , 1000 .-RM 138 .. R ~ V4 SPARE R 5 . / ~ 6 .. SMO~E/. RE ! 500 /8 40 / PNL EDP1 DAMPERS 2000 ~ 200 l(o I 2000 .. :,00 ., / 3 1J. ... 2000 12 13 300 / 3/, SPARE , 14 SPARE !5 .-'16 _, • 17 ,. ✓ 18 SPACE ' 19 ~ SPACE , .. ~ ~ 23 .. / 24 25 V / · . 28 23 _, .. 28 29 / / 30 31 / ., 32 33 V /. .-_ 34 3_;! ,, 38 37 V _, 38 3; ·. V 40 --~ V 42 t {L)DNc:-CCIITINUOUS VA 0 <I> COPII, VA. l.Cl VA. CONill. MIPS PANEL Dc».INECIE□ KVA B.3 K'IA (N)aw-c:mmNUOUS ~ 8300 • 3800 3800 31.7 PANEL DEtMND MIPS 23.0A ~ IEWtlllAEll.E (R)ECffi.C:lE 0 • 2200 2200 18.3 PANa CCIIINECTED AIIIPS 23.0 A * l•)RCHEN (IEWIP. 0 ) a C 2300 2300 19,2 -q, AMPS W/1.CL 31.7 A NOTE~ 08/li',.7 ' PANEL: 'CPB' VOLTAGE: 120/208 V, 3¢1 4W BUS SIZE: 225A-3P I FED FROM: CDP MAIN: 1DOA-3P MTG: SU~ACE LOC.: ITEM/LOCATION RECf.KM 183,_ 1~4. R~C/RM 184, 165 REC/R.i 164 . . . . . REC/l<M 140 SPARE {ljtli!G-OO~OUS 't'A f (N}ONI-COONOOUS VA ~ DEIMNDH!lf (R)EGEPTAQ.E * (~OCHEN (fEQUP. D ) NQlES• MIN. A.I.C.: 10,000 NEUTRAL: 200:11; NEMA: 1 ,BK~# ¢IA <l>B ¢, C fJ BKR/P • ITEM/LOCATION R 20 / 1 800 ··.·. · / 1 _,, 500 R R R R R R R R R R R R R R R 800 500 BOO :500 800 500 13 BOD · :. 500 15 /. 19 800 / 500 21 ,,. 25 800 / 800 27 ,,. 29 / 31 BOO ., 33 / 800 500 BOO 800 800 800 800 ·, 500 6 / 8 I/ 10 800 .-.,. 500 12 / 14 / 16 BOO , 500 18 ✓ 20 / 22 BOO V 800 24 / 26 ✓ 28 800 / 800 JO I/ 32 I,, 34 R R R R R R R R R R REC/RM 160 R R REC/KM 160 R R R SPARE R 3J I--_),' 36 R 37',I---.,, 39 ,, .. 41 / 0 ~ COtilH VA. 0 • 7600 2180D B 7100 0 C 7100 LCL "'- 7600 7100 7100 . [,- 38 42 R R COIIN. NIPS PJJIE. OOltlUEClID 1M. 63. 3 PNEL IEIIWID AMPS 59+2 PJIIIEL CONNECTED AYPS 59.2 111:H ¢, AhFS W/-1.CL 21.8 KW\ 44.1 A 60.SA 83.J A 1. PRO\l!OE 2DQ,r; RAlEO NEUlRAL BUS. PANEL: 'CPE' \IOLTAGL 120/208 V, 3¢, 4W BUS SIZE:225A-JPH t"." ::. FED FROM: CDP MAIN: 100A-3P MTG: SURFACE- LOC.:RM 208 ITEM/LOCATION REC,'.R'! 217 R~ll/""! 215_ RE;Cf.""! 220 REC/RM 224_ SPARE SPACE ~ 0-)lNG-CO.NTIHUDUS VA jl!: Ol}DH-CONIINUCUS. \"'1, ~ "'"""'"" 00EOO'TO:l£ * (fl)treHdo (1£0UIP. 0 ) NMES1 MIN. A.I.C.: 10,000 NEUTRAL: 200111: NEMA: 1 • BKR/t # ¢, A ¢, B ¢IC II BKR/P • ITEM/LOCATION R 3, 800 V4 R ,, 800 R R R R R R 0 0 14400 a 5 / 7 BOO / BOO .. ---- 13 BOO _,, 800 15 ,,_ 17 ,, ·. !9:.+-=:-1 , BOO 27 _,.. 29 -✓ ·. 31:, 1-----l ., 37',l------j ~ ·. ·--800 -' 800 BOO 800 BOO 800 _., 800 12 I,, 14 V 16 , ·. 1-8-0_0...i,:18 I/ 22 / 26 V --.28 ._, JO .v 32 I/ 34 . · .. ____ 1-----Jc:S ,.,. 38 R R REC/KM 221 R REC/KM 222 R ' R SPARE SPACE ..... / t-----l · · 40 41 . A-••• ::. <I> co ....... A 5800 e 4800 C 40DO l.Cl "'- =o 4800 4000 42 COIEN. AMPS fl'llltilEl COll'l'lCTED KVA 46. 7 PANEL DOOND -"'PS 40.0 MilB.. CCJIIKECTED ii.MPS 33.J 11611 4J AMPS '1/lCL 14.4 K'IA 33.9A 40.0A 48.7 A IMTE: 06)17/97 1. PROVIDE zoa,r; RAlED NEUlRAL BUS. PANEL: VOLTAGE: 277 /480 V, 3¢14W BUS SIZE: 100A-3P 1-· ,--.--,--~ 'HA1' FED FROM: HA MAIN: MLO MTG: SURFACE LOC.:RM 105 MIN. A.1.C : 14,000 NEUTRAL: 200:11; NEMA: 1 ITEM/LOCATION • BKR/P # ¢, A ¢, B ¢, C * BKR/P • ITEM/LOCATION PARKING LOT LIGHTING 3/, 1 2200 v 3/, P~~IN9 ~O~ LIGHTING -----2 ,, 2000 ~ 2200 v4 1500 5 ·. 2200 / _, .-.. 900 6 7 2200 --.. .. ,, ., 900 8 SPARE 9 l(o Fl.AG POl.E LIGHTS / 400 1J. ._, SIGN LI Gff!S ... 500 12 13 / U.NDSCAPE LIGHTS 14 -----,. 500 15 .. / SPARE ,,. 16 !7 ., ,, 18 SPACE IS ~ SPACE ' ,,_ 21 j ., 22 23 . .,, / 24 25 V / 26 2_;: / 28 29 , / ... JO 31 .. / .. ,, .. .32 1':; ✓ .-34 .. , 0- .. 36 37 V , 38 39 L-' ,,. 40 ~ _, 42 ~ 'L)ONQ-CCM'INUOLIS VA 0 <I> Qli'III. VA. LCI. VA. CONN AMPS :PIINEL COIINECTED lrv'A 15.5 KVA ~ (N)0r,t-CQNTINUOOS VA 15500 • 7800 7800 28,2 -IWIEL DEhUINIJ A111PS 18.6 A ~ IBWffliill:ILE (R)ECEPl'ACLE 0 • 4!00 410D 14.8 PIIINEL OOhlNEClED AhlPS 18.B A * (K)rn:>E< (jEOUIP. 0 ) 0 C 3800 3600 13.0 ~OH q, ...,S W/LCL 28.2 A IIIJltS, DATE· 00/17/Bl 1. PROVIDE 200ll RATED NE\/111AL BUS. PANEL: VOLTAGE: 120/208 V, 34' 4W BUS SIZE: 100A-3P [c·',,·, :.· 'CPB1' FED FROM:CDP MAIN: 70A-3P MTG: SURFACE LOC,: RM 152 MIN. A.I.C.: 10,000 NEUTRAL: 200:11; NEMA-1 ITEM/LOCATION • BKR/1> * <I> A <I> B <I> C fj BKR/1' • ITEM/LOCATION REC1_"1,! 1_39_ R 11/, \ 800 I/ 3/. R RE;C/""! 1_60 800 .. 2 R ~ 800 ,' R 800 4 . . 5-.. 800 / R ----R ;, . ... BOO 6 REC/KM 167_ 7 BOO ·. Va R _, 800 ~ 800 :; R SPARE .. 10 SPARE 1). ... · . , R~C/R~ 800 12 13 .. I/ SPARE . . .,, . 14 !5 ... .v / ... . ' 16 17 .. , ----,,. ._ 18 SPACE 19 1,; SPACE .,, 20 21 / ,,. 22 2_:l , 24 25 / ; 26 27 V ,,< 28 29 I/ / JO 31 V _, 32 33 V ,,. 34 3_; ., .. 36 37 1,-,, 38 I~ .. le/ 40 41 ,, / .. 42 i (l)ONG-aJNllllUOUS VA. 0 ~ °""' ... l.Cl .,._ totfil. A.UPS PMfl. CQNN[eTEO l<VA. 8.0 KVA {ll}ON-CCMINUOUS \CA 2400 • 3200 3200 26.7 PNEL ~D MIPS 22.2 A ~ DEW.NIMBLE (ft)ECEPTACLE 5600 • 2400 2400 20,0 PNEL CONNECTrD AMPS 22.2A * (~OCHEN (fBl~P. 0 ) 0 C 2400 2400 20.0 'HIGH clJ .WPS W/l.CL 28.7 A NCfES: OATE· 06/19/'11 1. PROVIDE 200:11 RA JED NEUTRAL BUS. PANEL: 'CPF'~ LOC.:RM 238 ITEM/U:>CA TION RECf.KM 233 R\'.C)'.Klol 2_33_ SPARE ~ (L)DNG-CCffllNUOOS VA ~ (N)ON-CDNDNUCJJS ~ ~ IE~O,lllLE (fl)ECB'!>CLE -lE-(l<lRCfEI (jEOOP. 0 ) •= VOLTAGE: 120/208 V, 3¢, 4W BUS SIZE: 225A-3PH L :;··.:· FED FROM: MAIN: 125A-3P MTG· SURFACE MIN. A.I.C.: 10,000 NEUTRAL: 20Q,i; NEMA: 1 • BKR/1> ii! ¢,A ¢,8 ¢,C f BKR/P • ITEM/LOCATION R ::,_ 800 ~ R -800 .. R R R R R R R R R R R R R 0 D 24000 0 5 . :;,--- 7 800 -' 800 13 800 / 800 \5 ,, 19 800 " BOO 25 800 I~---800 800 BOO 800 BOO BOO BOO ---- 800 ' 800 6 ,, 10 800 , 800 12 1.- 14 I/ 16 BOO , BOO 18 ·; · 20 V 22 800 _;., • .. 800 24 .... .-... c. :,, --:·. .. .26 800 ._. _ ·-. ,,, 800 --·25 BOO i, BOO JO :,, 32 R R R R REC/KM 238 R R REC/Kid 223 R R R RECf"M 231 R R SP1.RE 33 / --1---~ ,, 34 37, .I-----, "' 39 1------J·· . ""'. ---- 41 / :. -· . .. <I> co•• .,._ • 800D • 8000 C 8000 w. \Ol 8000 8000 8000 / 38 / 40 42 COll!tt MIPS PANEL COIINECttD KW, 66, 7 P'"EL DE"""D "'1'S -66. 7 PN-l8. CDNNECIED HIPS 66. 7 HIGH ¢ AMPS W/La. 24.0 K'IA 47.2A 68.6A 58.7 A 1. PROI/IDE 200,S RATED NEUTRAL BUS. PANEL: VOLTAGE: 120/208 V, 3¢, 4W BUS SIZE: 225A )".'i :-,- •HB' FED FROM: MSB MAIN: 200A-3P MTG: SURFACE LOC.:RM 208 MIN. AJ.C.: 10,000 NEUTRAL: 200111: NEMA, 1 ITEM/LOCATIOt. • BKR/P * $A <I> B tc * BKR/P • ITEM/LOCATION L TGl_f<M_ 223. 2.1/,' 1 3402 .. v 21/i L TGt !'M: 202, 203. 206, L /-1861 . 2 L 207, 211-213 L ,:Ct_~M. 223 · . 3024 .. ¼ LTG/.~"! 2!5-:-222 L . ~ .. L . . J5BB .. LllltKM 223 -----1726 _, LTGt.""! 224 L ) 6 L ••· 1633 L TG/KM 2;13 ~ 2646 .. ·v LTG,RM 224 L 1562 a L LTG/RM 2:23 L 9 2520 V L LTG/KM 225 I/ 1633 10 L ,:C/RM. z;ze, 2~9, 230 ~ .. .. 2331 , LTG/RM_ 225 _ L · . .. 1562 12 L SPARE \3 ,,. L LTG/R'1 232 , 1500 14 15 . V L /. 2000 16 !7 . , LTG/RM 232 .,. 1500 1B L 19 .,, _, 1500 20 , ~ .,, SPARE 22 2) -, ... 24 25 .. . .. ,; .. "' .. 26 23 / .. 2B .. 29 , ,, ... JO SPACE 31 ----/ SPACE ,, .. 32 13; ·• V , ·. Jl ,5. . . _, r-;: ·-36 ----r1 :,, ·-· 38 39. .. . .. V ,,. ·-40 ·- ~ -/ ... 42 ~ (L)ONO-CDNll<UOUS VA 3248B cl> CONN."'-U:L IO. CONN MIPS PNilfJ. CCJIINECTm :KVA 34.0 K'IA (N)ON-DON11HU0US VA 1500 A 12471 15214 103.9 IWlfl. OIJUINO MIPS 116.9 A ~ . O"""""'-E (R)ECEPW:LE 0 8 12765 15956 106.4 PAlE.. ccalECIED AMPS 94.4A * !IPCHE• (#EQIII' 0 l 0 C 6752 10940 72.9 HIGH <j> .. PS W/LCL 133.0 A ltOIES, OA!Ea 05/1,,.7 1. PROVIDE 200X RAlED NEUlRAL aus. Date: s-1 s-91 Job No.: 950 I 3 5-15·97 Fl.AN CHECK SL.EMITT AL 6-20-97 PLAN CHECK RESUSMITT AL 7-8-97 SUI.ONG PERMIT 7-15-97 FOR BIDS 10·20·97 FOR RESID ' VAN BIIIJREN ~MPJENGIIIEEIING :Protea•tan■I ■naln••• eoao o...,o-• 1a ... ■ta a111a-.sa1 8■n DMoclO, OA IIIIR'IIDB eaaa"L•••o .,._ ...,.••• V.B.K.E. JOB NO. MS96044 Carlsbad! Ctlty Library Cardwell/McGraw Archlteclts \ -- / !-,.,. • Arch~tecture Planning( lnlleriOrs PANEL SCHEDULES ,, . \ j , E17 1221 Second Averue Sealle WA 98101 206 822-23 701 B Street +200 Sin Dle!J) CA921DI 619 231-07f - PANEL: •cPF1; LOC.: RM 23B ITEM/lOCA TION RECf.KM 231 REC/RM 2_28. . . REC/MM 2:23. SPARE . . . SPACE ~ (t)ONG-CONTINLIJUS YA (N)ON-COffllHOOUS VA ~ Dl'""'OOLf (R)ECEP11,Clf * (K)ITCHEN (IEOUF. 0 l NOTES PANEL: 'LC' LOC.:RM 170 ITEM/LOCATION RECt"~ 124 EWC EWC TEMP CONT. PNL/Rli 169. SPARE SPACE (t,0"'--COffllNUOUS VA ~ (N)ml-CCWIIIIUOUS VA VOLTAGE· 120/208 V, 3<1> 4W BUS SIZE: 225A-3PH r: . .. : FED FR0-1: CDP MAIN: 100A-3P MTG: SURFACE . MIN. A.I.C.: 10,000 NEUTRAL: 200% NEMA: 1 , • BKR/1' # <l>A <I> B <l>C ~ BKR/P • ITEM/LOCATION :2.X 1 aoo . 1:;, o/i R~f. Ki.! 228 R R ,, !!00 .. 2 ' R ~ !!OD I/ R !!00 4 I~ !!00 , REC, ... M ~ R . 6 R !!00 R 7 800 -----1,-R RECf.KM ~- / 800 .· 8 •' , ~ 800 ... [-,, R 800 10 R ~ 800 ,7 R .. 12 R . ... .. 800 . R 13 800 / R . / 800 ' 14 .. R 15 800 I/ R REC,KM 230, / 800 ... 16 17 ... 800 / R /. 800 18 R R 19 800 L,' SPARE / ·. .. 20 :!-[/ 22 2; / 24 25 / / 28 2] / . 28 29 ,, . I,, JO . 31 .. .. I/ SPA~E . ,, .. 32 3; 1., 34 ~ ., . ·. 36 .. 37 ... V ,, .. ... 38 ... 39 .. .. V .. . .,: .. . .. ----40 ~ , 42 . ... 0 <I> CONN 'YA. lCL VA. COlll'il. AMPS PANB.. 00~-ECTED k'f'A 15.2 KVA 0 • 5600 5600 46.7 PANB. DEW.ND AMPS 35.0A 15200 • 4800 41!()0 40.0 P>INEL COIIIECff:D ANPS 42.2A 0 C 4800 4800 40.0 >mH <I> "''" W/lCL 48.7A oot, o•/11/01 VOLTAGE: 120/20B V, 3~ 4W BUS StZE: 225A-3P I: 0:•,c;· FED FROM: MAIN: MTG: SURFACE MIN. A.I.C.: 10,000 NEUTR~ 200l'! NEMA: 1 • BKR/P I} ti> A <I> B <I> C 11 ieKR/P • ITEM/lOCA TION R 3. 720 V R R~Cf.K"! 137 / .. 720 4 R R R R R R R ---. 7 900 .. · .. 720 I>' 500 6 /_ 500 ------- ,,, 8 1;1 500 15 ,,. 360 500 540 .. Ir ,' 10 500 I,, 12 I;> .. 14 I/ 16 17 .. .. . .. 500 c> ,, ... " . . 18 21 . 500 :.i.;, / 500 ....... 22 23 ' -,;, ... 25~--f.:.'• . .-_,, 29 .. 50 24 . ·17 26 I/ 28 .,_. · .. ·... JO ··: 3000 .. :: ... ~ / . :... _., I J .. 1350 42 R EXTERIOR RE<J'!~ R REC,"~ 1_Ba. R LTOl)<lo( 143 R R SPARE SPARE Dl~PLA '\' .,,,SjE J ' . i. ' ' , I, . 0 cf) ODNN. YA. LCL VA. CCIIIH, MPS PMIEL OONNECTID IV, 16.7 KV/ A 6240 . 6240 52,0 PANEL DEMAND AMPS ~ DEM"""81.E (R)ECEPl'AClE 7600 8900 8 6840 6640 57,0 PANEL OONNECTEO AM S 46.4A 48.4A ~ (k)TCIEI (1£.0UIP, 0 ) PANEL: •LF' LDC: RM 238 ITEM/LOCATION REC, KM 235, 2_36, EWC/KM 224 EWC/KI! 224 RECf.R~ 230 RECf.""! 2_28_ R~Cf.KM 2_28, 2_29_ REC 229 Rf;C1."'" 2_23 SPARE (L)Ol'G-COIITINUOUS VA ~ (N)OM-CONTI!t.JOIJS VA ~ DEMHIOAIII.E (ft)ECEPT,Clf NOTES, 0 C 3620 3820 JO. 2 H~H <I> AMPS W/1.Cf 57.0A IE: 10/14/97 VOLTAGE: 120/208 V, 3<1> 4W BUS SIZE: 225A-3P F ::"':, FED FROM: MAIN: MT(): SURFACE MIN. A.I.C.: 10,000 NEUTRAL: =200% NEMA: 1 • BKR/P fl <I> A <I> B <I> C II BKR!PI • I lEM /lOCA Tl ON R R R R R R R R R R R R R 0 1620 16720 0 7 360 / 540 540 540 _,, 20 / R R~C/KII 233 2 -.71 720 ;, 720 6 ,, 8 R R R RECffft.1 223 9 1000 ·. ···l;;- 10 R .,, 540 13 720 .,,. 1000 15 ., 17 <' 19 500 -' 1000 25 540 ,, 540 2J 29 /. ·• >7'.,1---f I, 540 1000 500 1000 540 540 ,' 1000 ,, 540 12 ./ 14 ./ 16 1080 ,, 1000 !!! / 20 ,, 22 540 -' 1000 24 "' 28 V 28 360 " 540 JO v . .. ... :l2 "' 35 .. t,> J8 R R IDff~M 238 R R R R R~~~M 230 R~C,KM 226_ SPARE .. 1----l V 40 I , 42 <I> CONN. V~ LCL YA. CCI.IN. AMPS PMIEL OO~NEaED IN\ A 6100 6100 B 8740 6740 56.2 'PANEL ODNN:ECTED ,I.MPS C 7500 7500 62.5 HIOH <I> ....,, W/LCL 20.3 KVA 44.4A 58.5A 62,5 A DATE· 00/12/97 PANEL: •HA' VOLTAGE: 277/480V, 3<1> 4W BUS SIZE: 225-3PH t'.-... FED FROM: f.1S8 MAIN: 200A-3P MTG: SURFACE LOC.: RM. 105 ITEM/lOCA UON LTG/RM 1~9 L~G/RM 140 LTG/RII 140. LTGr1<M 167 LTG/KM 1~1, 152, 161, 164, 165 SPARE ~ (~ONG-CONffiUOIIS VA (N)ON-OO>IRHUOUS 111 ~ OEWIID'8Lf (R)ECEPTACLf * (<)IICHEN (j[EQUIP. 0 ) PANEL: •LD• LDC.: ITEM/lOCA TION REC/Rt.! 155 TRACK L'fl>/~M.146 INSTANT HOT WATER HEATER. "'M i 50 SPARE SPACE ~ {l.)ON;---QlNTINUOOS YA i!: OO(l<-COOlltUOUS \\I ~ DEMMll),a_f (Fl:)ECEPMCI.E * oonC!l[N (IEOOIP o l PANEL: 'M2' LOC.:ROOM 105 ITEM/LOCATION AC-/KM A~C71 ( (!0~ RECJ.l<UOF W UNITS/t1RST FLOOR SPARE . SPACE r (~ON~-<:!tlfflUOIIS VA (N)ON-C<lNIIHlllUS \\I ~-OEMONDABLf (R)ECEPTACLf = (<)"""EN (#EWIP O ) NOTES, MIN. A.I.C.: 14,000 NEUTIRAL: FULL NEMA: 1 • BKR/P fl <l>A <l>B <l>C II BKR/P • ITEM/LOCATION L 3/, ;, ~~~ v2 3/, L LTGf.RM 102-109 . L ~-~;: v:; L LTG/RM 121 . L L L L L L L L L L l L 48448 16000 0 0 7 214" .,, 2006 9 .. / .. 13 1800 " 1932 15 <" 19 2034 25 2313 " 500 31 ~ 37 ,' <: 7800 41 ,, .. cp CONN. V'- A 24793 B 19901 C 1TT54 2142 1711 1304 3470 2043 1222 ·i;; .. 10 1963 . .,, 1323 12 / 16 2l78 /' 378 18 / 22 2240 ,, 24 / 26 / 28 2126 ,,. 30 V 34 4!00 ·. : ... ~ / L L TG/RM. 95,, 1g9, 112, 114, 115, 116, 118, 135 L L TGt_•M 137,. 168, 169 116, L LTGt.""! 137, L LTGf.RII 122, 123, 124, 125. . . L LTG/RM 146,. 1~1,. I~. L LTG/KM 1~5. L BLDG. LTG. L BLD~. LTS (EAS IJ. LTG COITTRO~ ~NL_ 7,c~• SPARE PANEL HAI U::L IJA 001111 • .MIPS PANEL cat,IHECTED XVA 62.4 l<VA 29916 89.5 PANEL DEMAND MIPS 89.IA 23851 71.8 PANEL OO'NNECTm AMPS 75.lA 21293 64.1 HIGH <I> AMPS W/lCL 104.4 A DOTI,· OS/17/97 / VOLTAGE: 120/208 V, 3<1> 4W BUS SIZE: 225A f •.:' ·, FED FROM: MDPL MAIN: 225A-3P MTG: SURFACE MIN. A.I.C., 10,000 NEUTRAL: FULL NEMA: 1 • BKR/P ii <l>A <I> B <I> C # BKR/P • ITEM/LOCATION R R R R R 7 540 /. 500 9 ., .. 11 .. , .... ------ , 1J 720 • ,, 540 17 / 19 750 ,,. 500 25 500 720 720 540 1440 540 V 4 500 ., 500 6 --,;, . . . 10 720 ,. 500 12 V 14 .. · 1440 ,,, 500 18 ...... L/ .•. _ ...... 20 1200 24 .,, R R~C,'.RM 147 R EXTERIOR RECEPTACLE R PAY PHONES R RECf.!<M 1.50. EXTERIOR RECEPTACLE REC(REFRIG)/.RM 150 GALLERY LOUVER/RM i 55 PANf;L LD1 , 9720 .· 26 150 / 0 34450 6460 0 2; 37'..l---f ,, 39 ,,, .. 4) <I> ,:CNN, VA. • 14490 • 15380 C 11040 VOLTAGE: 120/208 V, FED FROM: MSB ..... :;r .. .. 32 SPACE ·. LCL VA. 14490 15360 11040 ... .,, 34 36 ,,,, 38 {a COHN MFS PANa.. C(IHNECIBJ, ffl 120.8 PANB. DEliWID AWS 128.2 PANEL CONNECTED AhFS 9 2, 0 HIGH <I> "'PS W,U:l 40.9 KVA 113.6 A 113.6 A 128,2 A D,\lI. 10/14/17 3<1> 4W BUS SIZE: 1 OOA-3PH 1·.'' MAIN; 100A-3P MTG: SURFACE MIN. A.1.c.: 1 o,ooa NEUTRAL: FULL NEMk 1 • BKR/P fl <l>A <I> B <l>C # BKR/P • ITEM/LOCATION 40/ 1 2450 ½ Yi Ef-1/KOOF . /., 634 .. r7 2 ; 2450 . L,'4 EF-2/KOqf. .. 834 20/ 5 1020 / EF ~,~oqi, 1,-834 6 I/ 2 7 1020 i,-;; EF-5/HOOF / 834 Ro/, 9.-900 ~ E~-~/ROOF 834 ~ 500 / Ef-7/ROOF 834 12 13 I/ 3/i EF-8/ROOF 14 .,, 1035 I 15 l{ • X EF-9/RII _2 . / .. 95 17 .,, 3/, EF-11/~M. 105 " .. 18 1030 19 / W 1!Nl!'5/FIRST FLOOR / 200 20 21 ,,, W, !!NITS/tlRST FLOOR. .,, . 500 . 22 23 .· / W UNITStt1RS,: FLOOR. .. 800 24 23 .. :/ W UNITSt.rl~ST F\,09ff. 600 -----26 .. . . 27 ----/ W UNITSf.SE_CO/<D FlOClR ,. 700 28 29 .. , .. . , .. 400 JO 31 v W U_Nl!'5/SECCN) FLOOR ,, 800 · 32 3; V SPN:£. . .. 34 J;! ;., J6 37 .. /, , 31! 39 ,' / /· .. 40 I~ / 42 0 <I> a:INN. W.. LCL VA. COH-11 AfllPS PANEL CONtlECTED ICVA 19.4 l<VI 1~ ' 7573 7573 63.1 Pi'NEl OEM,INO ..WPS 53.9A 900 ' 6313 6J13 52.6 PilNB. CON N'ECTED AlulPS 53.9A 0 0 5518 M18 46.0 HIGH cf» AMPS W/l.CL 63.1A DOTE· 01/18/97 (D PROVIOE SHUNT TRIP CIRCUIT BREAKER, SEE ffi ~ PANEL: 'LA' VOLTAGE: 120/20BV, 3<1> 4W BUS SIZE: 225A-3P FED FROM: MAIN: MLO MTG; SURFACE LOC.: ELEC. RM. 105 ITEM/LOCATION R~Cf.RII 1_09, 105 LTG/RM_ 139. IRRIGATION CONTROL WATER FEATIJRE . . . TELE BO/RM 109 . SPARE (l)ONG-CONffiUOOS VA I (N)CJN-OONDNLEUS ','A ~ oa.w,DAOLE (R)ECEPIACLf * (<)"CHEN (#EQUIP, 0 ) NOTES, PANEL: •Lo1• LDC.: RM 154 ITEM/LOCATION MIN· A.I.C.: 10,000 NEUTIRAL: 200% NEMA: 1 • BKR/P # <l>A <l>B <I> C fl BKR/P • ITEM/LOCATION 20/ I 900 R 71 , 540 R R R R R 7 720 L 540 13 ... -,;, 3/,' R REC/RM 110,. l~I . 720 .. 1000 720 _,, 360 6 .· / J.-,,5~40,--1'12 · .. / .·. 14 R RECf.Mi.! 1_10,. 1~1 . R REC~Kt.! 1_14., 1)5. R Rf;Cf.""! 116, 118 R Cl?Pl~RtKM 116 R REC/RM 109, 1~9. R REC/RM 111,, 11,2 . R 15 / .. 1--=-l 1000 R L L 1920 3600 14440 0 17 ;'., 19 960 /.. 1000 21 / 25 1000 ,, 900 29 / 31 500 37 41 . / <I> ,:CNN. VA. ' 7e00 B 7740 C 4620 1000 18 R 960 900 500 900 500 / 20 / 22 500 # 900 24 / 26 / 28 500 / IOO JO I/ 32 ·I/ 34 R R R~C/ M 141, 134 R RECt1<M 136 R REC/R~ 136,. 1~1,_ 143 R REC/R~ 1_40_ E~O _P(!WE;R/RM 109 SPARE 1----ll/ 36 ·• LOI. VA 7840 7980 4620 V 40 ·/ 42 CDNN MIPS PANEL COHNECT'ED kW1 63.3 PANEL DE ... D AMPS 84.5 PANEL CDNNECl'ED ..WPS 38.5 H~H <I> AMPS W/LCl 20.0 K\IA 50.6A 55.4 A 56.5 A CWE: Cll/~9/97 VOLTAGE: 120/208 V, 3<1> 4W BUS SIZE: 225A I .. " . . FED FROM: MAIN: 125A-3P MTG: FLUSH MIN. A.I.C.: 10,000 NEUTRAL: FULL NEMA: 1 • BKR/P # <I> A <I> B ti> C # BKR/P • ITEM/LOCATION J6 iRACK L TS/~U,ERY 1620 1620 .. / 20/ L J6' TRACK L_TS/G~L~ER:,' 2 / 1 ' L ;, .. 1620 1620 L L L L L L L l 36' ~CK L TS/GALLER_Y L ' SPARE . !ti O-)O~-C0N'flNUOU$ Vl i!: (N)OH-<OO!r<JOIIS VA ~ D!MANDHI.E (R)ECEPW:Lf * (k)nctEI (IE<>~P. o l OOIES: L L 34200 1620 0 0 5 /-. 7 1620 / 1620 1; 13 1620 ·• 1620 1620 .,. 1620 ... 15 1620 ,;. 900 1620 -' 1620 6 .,, 8 ·./ ·10 1620 , 1620 12 V 16 17 · .... 1620 ,_,,. .,, .. .. 900 16 L L L L L L LIOHTSf.GAWl<Y L \9 1620 .. .'I/ _,, 1620 ............ 20 L 36' !RACK LTS7~LER_Y 21" 1820 .. I;,' / 1620 .. .-·22 23 .. 1620 / /_ .. ·:'·" 24 25 .. .,::-i_._--.., ... · ..... 27 ·. -., 29 / .. 31,1---j / V 26 V 28 30 .. y . 32 33 / ... .,__..,. 35 / .. 3;.---, .... ·7 J---1-'36 I/ 38 39 .. A·:: .. 1----l" [/ 40 41 ' / .. " ... 42 LIGHTING CONTR<i. CKT SPARE . <I> ,:CNN. VA. I.CL VA. CONN i6JiFS PANEL CONfECTBI N. • 12960 8 12240 C 10520 16200 14895 13275 108.0 PANEL DEMl,>ll AMPS 102.0 PANEL CONNeclEI> M'S 88.5 HIGH <I> "'PS W/1.CL J5.8 K\IA 123.2A 99.4;. 135.0;. D,\TE, •• ,,.,., HANDHOLE IN POLE---------, GROUND LUG --------.. PROVIDE GROUND CLAMP ON ANCHOR BOLT----------~ SPIRAL #3 HORIZONTAL TIES-I2"0.C.------ PANEL: VOLTAGE: 120/20B V, ~4W BUS SIZE: 225A-3P r·· . , .. ,· . 91.B' FED FROM, "MDPL" MAIN: MTG: SURFACE LOC .. RM 152 MIN. A.I.C.: 10,000 NEUTRAL: FULL NEMA: 1 ITEM/LOCATION • BKR/P fl ti> A <I> B <I> C 11 BKR/P • ITEM/LOCATION R~C/KM 161 R 3/, 1 720 I/ 2y; R REC/RM 16J, 160 / 720 . . 2 RECtKM 161 ;, ... .. 720 . . V REC/KM 184, 165 R ·• 720 4 R .. RECf.K"! l:'15. ~ .. 500 / RECt1<M 164, 1~5. R ... R ----540 6 ---- R~CJ.R~ 1_44, 500 .. .. V R~Cf.K~ 1~4. 7 .. R "'· 500 8 R R~CJ.K~ 1_57 R 9 . 500 v R .. 720 10 RECf.KM 158 . 500 ,, R~Cf.KM 140. R 1J R ... 540 12 REC/KIi 148, 141 13 720 .. L,' R~Cf.KI! 160 R R / 360 .. 14 REC/KM 160 15 .. 720 .. ./ R~C/KM 159 R / 720 16 R 17 720 , EXlERIOR REC . R ., .. 1B R J60 ~A~K _Ll(lcH~t"M 140. L 19 1800 / R R~C/R~ 1_87_ ., 360 20 L 21 1800 V TEMP CONT. / 1000 22 PNLIRM 145;159 ~ .. 1800 ,, RECr_cXTERIOR L 360 24 L 25 1800 ✓ SPARE / 26 SPARE ~ :/ 28 29 ., ,, JO SPACE 31 V SPACE ., 32 3; V ,,, J4 35 ' , . 1,, . 36 37 I/ . .,, 3B I~ ' . ·v 40 . 4! ., / 42 ~ (L)DNG-OCWIIM.100S ~ 7200 "' ODNN. VA. lCL V'-OONN. AMPS PANEL CONN!ECTED K'li\ 19.7 KVA (H)ON-COIIIIIIOOUS VA 1J60 A 7480 8380 62.J PMIEL OEMNID AliFS 58.1 A ~ DEIWOSL.E. {R}ECEPTAClE 11140 • 6900 7J50 57.5 P.t.NEL CONNECT£D Alll;PS 54.7A * (<)OCHEN (#ElllJIP, 0 ) 0 C 5320 5770 44.3 H~H <I> AMPS W/1.cl 69,BA -OOE 01 /011/97 VOLTAGE: 120/20B V, 3t 4W BUS SIZE:225A-3PH PANEL: •LE' FED FROM: MAIN: MTG: SURFACE LOC.: RM 20B MIN. A.I.C.: 10,000 NEUTRAL: 200% NEMA: 1 ITEM/lOCA TION REC/RM 223 COPIER/RM 218. RECf.R~ 212. REC,KM 202 'VENDING) RECf.K~ 2_17, 2_32. LTGt"M 223 INSTANT HW HiRAiM ·202 1.1SHWA13H~ SPARE • BKR/P # CltA <l>B <l>C # BKR/P • ITEM/LOCATION R 20 / 1 540 . .. -/ 20 / R R~CtKt.! ~02, 71 ,-. 1000 2 71 3" 380"'✓ R / .... 1000 __ ..... 4 R R R R R R R L L 7 1000 / 720 9 ;, 11 ... ,, 13 500 ,, 19 540 ,,_ 720 21 L. - 25 750 ,, J60 1000 900 L(o J60 -' 12 . v' .. .. 14 ·. 500 720 ·. 900 1000 . · Ir 16 J60 1· • 540 18 [,- 20 I/ 22 ... 315 ,- 1000 24 I/ .. ·._ 26 1000 .> .. 500 I/ 28 ' 3\ 1200 _, 1200 33 . . ., 1200 .,, 1200 JO ... ,, 32 1----1" 500 R REc,. .. u 204 R REC,,.M 202 R REC/RII 218 R REC,KM 2_21 R REC/KM 2_20, 232_ R RECf.""! 216. R R REC,..., 220 REC REFRIG/Rt.\ :he· LTG/RM 232_ Rf!RIG/ M 202 36 INSTANT HOT WATER HEA='RM 218 t!,JOOG-OONTltfJCUS VA ~ (N)ON-COHTIIIUIJUS "' ~ OEIWIDll!Lf (ff)£CEPIACL£ * (<)"CHEN (fEQ .. P. 0 ) 1215 7550 14840 0 39 / <I> CONN. V~ ;. 8530 B 831!0 C 6695 ----.. lCL VA. 8530 8605 6774 -/ 38 / 40 , 42 SPARE OOON. AMPS PANEL CONNECTED 1M. 71~ 1 PANEL -DE'WllfD .AWS 69.8 'PNIEL OO!;NEClED ~S 55. 8 "IGH <I> AMPS W,U:l 2J.6 KVA 59.7 A 65.5 A 71.7 A D,\IE 10/11/'7 CONNECT CIRCUIT 6ROUND WIRE AND POLE 6ROlJND AT GROUND LU6 /SEE ARGHITECTlJRAL DRAl"IINGS / FOR CONCRETE FINISH u..._ ~----'r ./ PROVIDE POLE BASE FLUSH 4 I / l"IITH 6RADE WHERE INDICATED, · B'-O" SEE SHEET El :!11:3 TIES AT 3" O.C . TYPICAL TOP ____ _. ..p;..141--4+--,+i,,....:-+J rlNISHED 6RADE AND BOTTOM 5'-0" (FIXTlJRE TYPE "A") 10'-0" (FIXTURE TYPE "Al", "A2") 6#5 VERTICAL TIES.----. CONCRETE POLE BASE. (3000 PSI)--------[:±:::_,....:..._~~-.-....::. ·:....·!:.J --1----".- PR.OVIDE 15'-0" #4 AW6 BSCU GROUND WIRE, COIL 6ROlJND WIRE IN BOTTOM Of BASE EXCAVATION-- POE ASE DETAI NO SGALE 4" BO"(DIIAJ..--¥ l6HT Fl CONDUIT AND HIRE "A" "Al II AND 11A Date= 5-15·97 Job No.= 96013 5 -I 5 -9 7 PLAN QEQ< SJBMITTAL ' 6 -20 -9 7 PLAN Cl-€0: RESUBMITT AL 7 • 8 -9 7 BUILDING PERMIT 7·15-97 FORBIDS 10-20-97 FOR REBID • T 1 ! ' . I i \ \ ! I \ I . ! .,! \ i i 1 I VAN BUUREN Klf>ERIENGINEEflNG ~..-ot..-on■I ■naln•_.. V.B.K.E, JOB NO, MS96044 I' ... Car~sbad City library , < I i CardwelVMcGraw Arcl'litectli,, ' ' · Architecture Plar-irutv Interiors PANEL SCHEDULES ,. i ' ; 1221 seoa Id Avenue Sealtle \lfA 98101 206 622-2~ 701 B Sb oet 1200 San Diego CA92101 619 231-()71 ... LUMINAIRE SCHEDULE .. . I.. . . MTG LAMP BALLAST INPUT REC DEPTH TYPE LUMINAIRE DESCRIPTION MANUFACTURER & #/TYPE #/TYPE WATTS CATALOG NUMBER WATTS PF VOLTS REF MH CT/CRI BF VA NOTES CODE CIRCUJT 10 LU~' ~IA)LJ "''" 1_/t.li 1/UAG JOllW POLE MOUNTED ON 20' TALL, S' SQUARE STRAIGHT #PRl425-M WITH POLE # 250W HPF 277V STEEL POLE, BOTH WrTH BRONZE THERMOSET PS3S20S1BZ --- A POWDER fl<ISH TO MATCH EXISTING (TO MATCH EXISTING) -- 23' LUMINAIRES. mv "° _ LUI UcLIA ' 2fMH 2/MAG 2200W . POL£ MO'JNTEO ON 40' TALL, ff SQUARE STRAIGHT SYSTEMS, INC. 1000W HPf X17V STEEL POLE, BOTH WITH MEDJUU BRONZE fAKll-2-1000MH---- Al E"6MEL fl<ISH AND TIPE "V' DISTRIBUTION. 277-V-PSSS640-3--- 43' BC-MBE, OR EQUAL (NO K~OWN EQUAL) .~v 11i-t. 1\1 -· __ , min """'" 2/MI! 2/MAG 2200W POLE TIPE "JI!' DISTRIBUTION, WITI! M/\XIMUM SYSTEMS, INC. 1000W HPf 277V LIGHT DISTRIBUTION TOWARD PARKING #AKB-2-IOOOMH----A2 LOT. 277-m-PSSS640-J--;- 43' BC-MBE OR EQUAL (NO KNOWN EQUAL) I ::~[.':'. LJIA. >' 1/FIR 1/EL 4JW REC DOWNLIGHT WITH IRIDESCENCE FREE SPECUlAR #BOJ7CLW-7142BE277 42W -277V ALZAK REFLECTOR, WHITE Fl.ANGE /IND EL.ECTRONIC BALlAST, 3500-'U'J.2 -- B ELECTRONIC BAl..l.AST, 4-PIN, 42W TRI-TIJBI, LITHONIA, OR EQUAL. PLT 42 /4P RAP l>.MP. - <, ~ ~ , ~-Ll',Mt , 1 o-s;t.LL llll H -~i\~~340- 3/FLR 2/EL 92W REC LOW lllDESCHICE SEMI-SPECIJlJ\R LOUVER 32W -X17V FINISH, T8 lAMPS AND ELECTRONIC 27750, LITHONIA, 3500-K/85 -- C BAllASTS. OR EQUAL. F32T8 PAR/INS - 1/EL 58W 11,1 ura;. l,; L-L.AMI", 2/flR REC 12-CELL PARABOLIC. jJPlA2G12LP240-32W -271V 27750, LITfiONIA, 3500"~85 --Cl '--OR EQUAL. FJ2 PAR/INS -- • • z ·LAMP MRI It. l>Ll'MI, W/\1.L IILP qfLR 1/EL 58W WAI.I. WITH INJECTION-t.lOlDED PRlSM REFRACTOR, ~240277S0-32W -277V TB IAI.IPS, El.ECTRONIC BALLAST RGENCY PACI(, 35~85 . --D ANO EMEllGENCY BATTERY PACK. LITl!ONIA, OR EQUAL PAR/INS . 7'--ff' o, ~-·LAM"° ,,.vu;,mll\L nun l,IUnlVLIOP'< ' ~l.f!:I! 2/EL 116W ;, --PEND BAKED WHITE POL'IESTER ENAMEL REFLECTOR, #TFA242RS277SO-J2WTll -277V 15'1 UPUGHT, l'IIREGUARD. TB LAMPS AWG5, LITHONIA, 3500"~85 --E AND ELECTRONIC BALIASTS, CltAIN HUNG. OR EQUAL -FJ PAA/INS . @ 10'-o" . ~A242As12DSO- . IV lll'"'t. t. -·---·, l-"' VVL,1. · 4[FLR 2/EL 116W PEND 32W -120Y ~wee, UTHOl'IIA, 3500'~85 -- E1 DR EQUAL FJ2 8 PAR/INS 10'--0" ·• I nun 1-LAMI"' LtwilUUU< 11rc _1,_PER 4') ltd 32W REC OVERLAP TRIM, CONTINUOUS PARABOLIC rif'TS-4-1-277SO-32W -2TlY ALUMINUM REFL.ECTDR, TB lAMPS ANO l.ENGlll PER PlANS) 3500'i¾B5 --F ELECTRONIC BALLASTS. FIELD l/ERIFY LITHONIA, OR EQUAL. FJ RAP LENGTH. - 2'tL i· A 4-· ~ .;)· ·LAM.I"' 1.:it'CIU ' .. , ... J/FLR 92W REC ACRYUC PRISMATIC PATTERN 12 LENS #Sl'S2GFSI/Y340 32W -277V (. 125) MIN THICKNESS) REGRESSED 277SO, LrTHDNIA, 3500"K1'8S --G ALUMINUM FRAME, T8 lAUPS ANO DR EQUAL fJ2 RAP ELECTRONIC BALLASTS. - 0 ,., llllt1 vLOAI< l[INC -150W REC IRIDESCENCE FREE SPECIJlAR Al.ZAK fB600-B7780CLW, 150W -120V REFLECTOR AND l',iilTE FLANGE. LITHONIA, OR EQUAL PARJB --I! - - 1/MMJ IJW IHllll-11,11,,1nr,1~-LVllr.> "' 1/l'_L_R WALL MOUNTED 01>1 A Wf-llTE INVERTED U-SHAPED #HOM-734-HOM-364 9WDTT HPF 120V BACKPlATE. OR EQUAL 3500'K/82 --I (NO KNOWN EQUAL) RS - 52" Z -lJ\MI' va,rnv I .. ..,,.,.1i;...on n11n Lfbr, I UL.I<-" 2/FLR ~PER 4'} 1/EL 5BW REC OVERI.J\PP~G LAMPS ANO TRIM, CONTINUOUS riCTS-1-2-277SO-32W -277V PARABOLIC ALUMINUM LOU'IERS. T8 LENGTH PER Pl>.NS), 35~~ --K l>.MPS AND ELECTRONIC BAUAST. OR EQUAL PAR/INS FIELD VERIFY LENGTH. (NO KHOWN EQl!Al.) - . II 2J.FL 2/EL 56W SURF FIXTURE, AI.Ut.lNUM CONSTRUCTION r:A2-9-F228-H 28W -277V SWIVEL MOUNT, 1/r!' ACRYLIC HITE COLOR) --- L LENS, WflTE COi.DR. PL28 RH' - " .. . .. t~BOOP-4800C WITI! 1J..INC -JOOW PENO OOWNUGl!T AX1\JRE, CLEAR JOOW -120V SPECUlAR REFLECTOR. ALUMINUM HOUSING, 1!836P (PENDAITT KIT) ---M POWDER COAT 1'11,JTE FINISH, SWI\IEL R40 -PENDANT KIT. - WHITt' ~At.L .. SCONCE WITH flALF LID, LENS ........ 1/FLR 1/El 3JW WALL f 955P-WHITE-32W -277V GUARD AND J-PLY OPAL GlASS. 77, OR EQUAL J500"f82 --N (NO KNOWN EQUAL) PL RAP 8'-8" IJ--..,,_"T " 11un -·-···---· 2/FLR 2/MAG J4W REC TllANSlllCENT WHITE PDL\'tARBONATE #1102TH2-1178T-277, IJWTT fl'f 277V DROPPED DIFFUSER AND WHITE FIAOOE. LrTHONIA, OR EQLW.. J500'K/82 --p SUITABL.E FOR WET LOCATIONS. RS - 9"-0" .,_. ·LPl.t"' ~VVL ' """ 2/FLR -~PER 4') 1/EL 58W COI/E SEMI-SPECULAR REFLECTOR, OCTRON l>.MPS #741C/2T8-277V-LENGTH 3211' -277V AND ELECTf!ONIC BALI.ASTS. FIELD PER PLANS-ELECTROIIIC 3500"~85 -- Q "1:RIFY L.ENGTH. BALLAST F32 8 PAR/INS - s,..,.,., --•" ;:IU'l;li I ff'!_n :i 5/FLR JPER 4') 65W CO\IE COMPACT FLUORESCENT LAMPS ff ON CENTER. fi2801-l'l9-9lffl l!PF 277V FIELD VERIFY LENGTH. LENGTH PER Pl>.NS) JSOO'K/82 --R ~R EQUl,L RS -NO KNOWN EQUAL) - MTG: COVE, flooR, GrcunD, PENDant, POLE, LAMP: l:NUMBER or LAMPSf.WMINAIRE; BALI.AST: #:NUMBER' or BALLASTS PER LUMINAIRE RECassed, SURFace, WALL TYPE:FluoRascenl, HPS, INCandoscenl, TYPE: Electronic, HYBrld, MAGaellc; INDuctlon, LPS, Metal Halide; PF: MINIMUM POWER FACTOR; MH: MOUNTING HEIGHT ABOVE FINISHED WATTS: LAMPS WATTS; CT: COLOR TEMP. BF: MINIMUM BALLAST FACTOR; FLOOR TO J-BOX CENTER If WALL, IN DEGREES KELVIN; CRI: MINIMUM CIRCUIT: CWA, l!IS!anl, PARallel, RAPld, TO BOTTOM IF PENDANT OR IF COLOR RENDl:RING INDEX; CODE: SERies, TRIGger. POLE, HEIGHT ABOVE GRAD£ TO TOP. ORDERING CODE OR OTHER lm'O, LUMINAIRE SCHEDULE . . ' t . . . ' . . MTG LAMP BALLAST INPUT REC DEPTH TYPE LUMINAIRE DESCRIPTION MANUFACTURER & #/' nPE #/TYPE WATTS CATALOG NUMBER WATTS PF VOLTS REF MH CTtiCRI BF VA NOTES C DE CIRCUIT "' ""'L/C,IJ ~-,.....,~ mm !26000WI-I SERIES-120V---- SURF MATTE Wl!ITE BAKED ENA.MEL FINISH. --120V FIELD 'IERIFY LENGTf-1. LENGTH PER PLANS) ---s LITHONIA, OR EQUAL. -- - ' ·-""'"" ' m,n 1/INC -90W TRACK CROSS BLADE BAFFLE AND MATTE WHITE §26038WH-12ovt 90W -120V BAKED ENAMEL FINISH. LITHONIA, OR EQUAL PAR38 --51 . - - , ,.,.,..,.n.._1 MC.lttl. •N 1/Mcl ! /"""' 65W REC HALIDE, WITH m.tPERED DIFFUSED #942-U-50t.lH-DG-50W -277V GLASS LENS, MOUNTED IN BOTTOM 277-WP ---T OF NITCH SPACE WITI! FACE OF FJXTURE OR EQUAL -CW/\ NITCH POINTED UP, SEE ARCH. DETAIL #1, {NO KNOWN EQUAL) Q) SPACE SHEET A83.1. l A .., , ;t-"t.t'Ni" rL..Hil'4'1i.X: •, 1 t"LU:::>h j\LJ' 2/FL 1/EL saw REC WfllTE ALUMINUM DOOR, .125" THICK #NRTIFVA2~0-32W -277V ACRYLC LENS, OCTRON l>.I.IPS AND 27750, UTHONIII, J500'¾85 --u ELECTRONIC BAUAST. OR EQUAL. FJ2 8 PAR/INS - ~ _'{• "'"• II • '1111.U 1/INC -50W REC WITH BlACK COILEX !Wl'LE, #H99T-9!13P sow -120V UL LISlED FOR lll\MP LOCATIONS. ---y PAR20 - - 1/EL 58W u ,It -1.J',Mf' UlfliC. \., I 1 2/~L _(PER 4') WALL WrTH BAFFLE, OCTRON I.AMPS AND #83/2-S79-277-32W -277V ELECTRONIC BALLASTS, COLOR PER LENGIH PER Pl>.1>15-J500'M85 --w ARCl!ITECT. LENGTH PER PLAl>IS WITH ELECTRONIC BAUAST-F3 8 PAR/INS UNLIT PORTION EXTENIJEO TO WALL AND COLOR PEil ARCHITECT - ANCHORED PER w.NUFACTURER'S ENO MOUNTED, PEERLESS, ~IJJ[ n r111.1 • ti 1/EL 58W, PEND PENDANT MOUNTEll VIA 1/32" S.S. AC CABLES #63{2-579-2:17--277V. lfflH ADJUSTABLE CHROME CONNECTORS, LEN Tl! PER PLANS----Wl ELBOWS A~D UNLIT PORTIONS AS ~OICATID, AC CABLE MOUNT '¾CANOPY-F32T6 PAR/~S 10'-o" COIL.ED POWER DROP AND LENGTH PER Cf-lROME CONNECTO - PLANS, UL LISTED. . COILED POWER DROP, PEERL.ESS ~~D>Cl/277-C.\J\>t. I.JI t.1\11 "°"" "" n ffntl c. • LEO -!OW PER RED LETTERS ON CLEAR BACKGROUND WITH (SUPPLIED WITH -277V ){ PLANS DIRECTIONAL ARROWS AS INDICATED ON PGL02, UGHTDUER, UJMINAIRE) -- ® PlA~. WALL CEILING OR PENDAITT OR EQUAL. -- MOUNTED, EMERGENCY BATTERY PACK. - 1,....., 210W 12 ... Ut,,iiHI 'Jffln n .. vuu ,_ · 11'.MH GNO OPTICS, INTEGRAL BAUAST, ADJUSTABL.E #GMB-6175-MH-FL-175W I-IPF 277V Alt.ING, CLfAR HIGH-IMPACT TEMPERED 277, HYDREl. E17 --y GLASS. L.ENS EXTERNAL ANO INTERNAL. OR EQUAL. --LENSES WITH SILICONE 0-RING GASKETS, -- IL 11"11_ Llul"I I l'"IAI unc. II t. 1/rL 2/El 31W GND WITH HORIZONTAL COMPACT fGMB-6032-FLR-H-277, 32W -277 FLUORESCENT LMtP, INTEGRAL HYDREl. OR EQUH.. ---Yl BALlAST, ADJUSTABLE AiMING, PLT 32W/4P RAP I-IIGI! IM~ TEUPERED GLASS l.ENS, -W/ SILICO 0-RING GASKET. u ~~ , , nl 1n Mt.I.AL 2/fl 1/EL 63W SURF PARABOLIC LOUVERS, STEEL HOUSING, TB fr.83/2-S79-277-.J2W -277V lAMPS, ELECTRONIC BAllAST COL.OR PER NGTH PER PLANS, ---AA ARCHIYECT, LENGTH PER Pl.ANS WITH UNLIT EL.ECTRONIC BAl.l>.st F32T8 RAP PORTIONS EXTENDED TO WALL AND ANCHORED COLOR PER ARCHITECT'S -PER M~FACTURER'S RECOMMENDATIONS, LINEAR LIGHTING OR EQUAL Ill I 10 • t-I 1/MH 1~~ 500W PENO WITI! DE-<:AST ALUMINUM HOUSING, ~P-400MH-27-P-EM 400W 277V GIASS PRISMATIC REFLECTOR, AND EQUAL {NO KNOWN MOGUL --BB 250W OUAR1Z STANDBY LAMP, WfflE EQUAL) BASE - 33'-6" COLOR. (I) I\J II t"L II , KU' 2/FL 2/EL 91W REC EXCEPT WITI! DIMMING BALLASTS #NRT1 FVAJ40-277-.J2W -277V AND 3-LAMPS. DIM/ADV ---cc LITHONIII DR EQUAL . f32T8 RAP - vv~•vm " I---•• l"C.l"f """'"" • _n(_ 1(1NC -20W WALL ARCHITECT. SEE ARCHITECTURAL DRAWINGS (1) MR-16 DOWNLIGHT, 20W MR16 -120V FOR PlANS AND SPECIFICATIONS. PAINT PER ARCHITECT OR > ---DD EQUAL (HD KNOWN EQUAL) -- 8'-o" @ . """~ 1/~LR 1,.,,.,, 35W WALL BROOZE LUMINA.IRE WITf-1 UV STABILIZED jruV26NFL-t 20V, 28WDTT HPF 120V POLYC.'fiBONA.1£ PRISMATIC REFRACTOR. LITHONIA, 2700-K/82 --. EE OR EQU>l. RS - 7'-rf ........ ,~~--1.fuhi ' • ' 2/ltfj -sow WALL 12 VOLT MAINTENANCE-FREE L£AD CALCIUM ~N412-100-2, PAA 6 -120V BATTERY, ~) P/\R 36, 25 WATT lAMP l!EAOS, ITHONIA, ---FF GRAY FIBE GLASS ENCLOSURE, UL LISlED OR EQUAL -- 7'-{f' FOR l'!£r LOCATIONS, NEMA 4X ::iitLt-,.,u1'11,Allllt.U1 i--LAMt ,1 2/INC -- WALL LUMINAJRE lfflH 6 VOLT, 1.8WATT NICKEL #N)(-2N I 8-J69, Wl'f -- CADMIUM, 90 MINUTE BATTERY. LITHONIA, TUNGSTEN -- GG OR EQlML. flAL.OGEN - 7'-o" . I -· ,., rtAHJrtt. lfllM .. ,~...,.,,. ' • 1/INC -575W PEND "r::' Cl.AMP, COLOR FRAt.lE, SAfUY" CAlll.E, OR EQUAl. 575 -120V 1M LEAD WITH 20A lWISTLOCK CONNECTOR ---HH AND HPL575/115 LAMP. -- -,,,.,., -, ' t"t." ' If.Ml! IOOW • WALL ARCHITECT, SEE ARChmCTURAL DRAWINGS RAMBUSCH 70W HPF 12(W FOR Pl.ANS AND SPECIFICATIONS. tPAN-A-WX-70 WATT 1/INC --][ PLIGHT AND (1) UR-16 20W MR16 - 24'-ff DOWNLIGHT @ 0 .... , .... 1..11,111 -ANc/1 Uuf1,.,,v 11_MH I/MAG 125W Gil FIXTURE W~ 1-PIECE OPAL ACR'IIJC LENS, #ALS171W-100MH-277-WHT, 100 -277V SPECUlAR ALUMINUM REFLECTOR, ALUMINUM UGfiTOLIER OR EQUAL --- JJ CONSTRUCTION WITI-I WHITE POLYESTER -CWA -POWDER COAT FINISH, 2.5 MILS THICK. UL US1Ell FOR WET LOCATIONS. " I, , v .\''!xl _Bl, D _1n1x..., \Y. !{FLR 1/EL 32W SURF UNDER CABINET TASK LUMINAlllE MTI! T8 fSF3J2/277ECB, J2WTB -277V LAMP, ELECTRONIC BAUIIST, PRISMATIC LENS, LIGHTOLIER, OR EQUAL. J50CFK/85 --KK FRONT SHIElO, UL LISTED. RS RAP - • ,..-"" ;,rvrLlbn, r nun \.i \,:IJ'IMr1 '"~ '""" ...... 1[!NC 575W PENO COLOR FRAME, Stf"ETY CABLE, 4 LENS SET, OR EQUAL. 575 -120V 1 M LEAD WITH 20A TWISTLOCK CONNECTOR ---LL AND fl'L575/115 LAMP. -- - MTG, COVE, FLoDR, GrounD, PENOant, POL£, LAMP: #:NUt.lBER OF LAMPSLLUMINAlllE; BALLAST: #:NUt.lBER Of BALLASTS PER LUMINAIRE MH: RECossod, SURFaco, WALL TYP[:FLuoRescenl, HPS, INCandHcent, INOact'oon, LPS, Motol l!alldo; MOUNTl~G HEIGHT ABOVE FINISHED WATTS: LAMPS WATTS; CT: COLOR TEMP. FLOOR TO J-BOX CENTER IF WALL, IN DEGREES KELVIN; CRI: l,IINIMUII TO BOTTOM JF PENDANT OR IF COlOR RENCIERING INCIEX; CODE: POLE, f!EIGHT ABOVE GRADE TO TOP. ORDERING CODE OR OTHER INFO. NOJES; (I) SEE ARCHITECTURAL DETAIL /12, SHEET A63.1 FOR MOUNTING REQUIREMENTS. @ SEE ARCHITECTURAL DETAIL #1, SHEET A63.1 FOR FABRICATION DETAILS. @ VERIFY ALL MOUNTING HEIGHTS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. TYPE: Electronic, HYBrld, MAGnotio; PF: Mll'IIUUM POWER FACTOR; l!F: MINIMUM BALI.AST FACTOR; CIRCUIT: CWA, INSlanl, PARallol, RAP!d, S[Rin, TRIGgtr. @ MOUNTINd' HEIGHT MAY NEED ADJUSTMENT TO AVOID CONFLICTS WFTH DUCTS AND/OR EQUIPMENT, FlaD VERIFY. Da.te: 5 -1 s -9 7 Jo!o No.: 9601 s 5 -I 5 -9 7 PLAN 0--lECK aBMITT AL o -20 -9 7 PLAN CHECK RESUBMITT AL 7 -8 -9 7 BUILDING PERMIT 7-15-97 FORBIDS 10-20-97 FOR REBID VAN BUUREN KIMPER!ENGNEERING Prof9• .. o..J l!r,glne•• eoeo Camino d• Ja ---•• 811119 1101 e.,. or.go, OA N108 •• N,...80 taac N1.11118N V.B.K.E. JOB NO. MS96044 Carlsbad City Library ... Cardwe!IJMicGra.w· Ar.chitects Arcl'ltecture Pia.moo lmeriors ' > LUMIINAIRE. ,. SCHEDULE AND ~ .DETAILS E19 1221 Second AYel'IJ& Seatlle WA 9B101 208 622~2311 701 B Sreel f200 Sen Diego CA92101 619 231-0751 I I ICERTIFICA TE OF COMPLIANCE -Lighting Part 1 of 2 LTG-1 I .PIIChlECT Mi!E ""' CARLSBAD CITY LIBRARY JUNE 18, 1997 'IICk.l[CT NllRESS --- 6925 EL CAMINO REAL CARLSBAD. CA 92008 - PRIICIPA. DESICIER -1J:iKl'l1H; -~Allliit._f VAN BULIREN KEMPER ENGINEERING (619)291-9980 DOWLIEmllOO ALmm -........ .,,... VAN BUUREN KIMPER ENGINEERING (619)291-9980 ~-~· --llENERAL N'ORMA TION IKlt OF "CUMS I BUUING OOMm:ND RJJCII' AFIEill, JUNE 18, 1997 67,907 SQUARE FUT BUIL.DlhlC l'r'PE oo-D Hat -1ltsmN'l1M. □ HD1'El./mEl GUEST AID Pl-UIS£ OF OOHSIR\JC11JN 00 IP 00,,,,.,a,>N □-D ._,..,..., □ UNOONDllONED jFII, crfilkNi!l METHOD OF' IJCHTINC (Kl -IDIPLETE OOILDINli D """ ....,., □,,....,, □ """"""" STATEMENT OF COMLIANCE The certrf1cale of com[Jllance lists the building 1eatures and periomiance specif1col1ons needed to comply with Title i4, P<uts 1 and 6 of the Catilornia code of r-egulotions. This certilk:ote ,applies only to building lighting requirements. The documentation prepor-er hereby certifies that the documentolion is accurate and complete - IJOCIJIEfMTIDN NJl!QI 1-IIJIE ~/ ~OK( l~JNE 18, 1997 PAUL I<. ERICSON . The Principol Lighting Designer hereoy certifies tho1 the proposed ouilding deoign rapr•••nlecl in this set of wnst,uctioo documents is consistent with the other compliance forms ond worksheets, with the spec1ftcat1ons, and with any other colculotions suorritted with this permit opplicotion. The proposed building hos oeen designed to meet the !ghting requirements contained in sections 110, 119, 130 through 132, and 146, or 149. P leCli!e check one: 00 I hereby affirm lhat l cm eligible. under the provisions of Division j of the Business and Professions Code 1o sign this document cs the person respon:sible for its preparolion; ond that I am ai civil engineer1 -electrical engineer, or architect. □ I offirm that I om efigible under the e:remption to Oivision J of the Business and Professions Code by Secfion 5537_2 of the Business ond Professions Code lo sign this document os the person responsible for its preporotion; ond that I om o icansed contractor prepamg documents for work that I ha .. conlrocled to perfonn. D I affirm that I om eligible under the exemption to Division J of the Business and Professions Code by Section of the Code to sign this document os the person responsible for Its preparation; and for the following reaso .. - PRNCIPAL LIIJH1NQ Dt:SICNER --N.WE "'-.. . .,, 1--~v' j/ {' PAUL K. ERICSON • 11219 JUNE 18, 1997 ~ 11Na MAM>ATORV t.£ASUREll lndicolo location on plans of Nole Block for Mandatory Measures j E20 I C) Tn APPLICANT ror dotoled instructions on the use of this ond all emergency Efficiency Standards compliance fonns, ploose n,fer lo the Nooresidentiol Manual published by the California Eoer9y Commission_ C-\: Required on plons for all submittols. Pert 2 may be incorporated in schedules on plane . LTG-2 Required for all subm~lol•- LTG-J: Optional. Use ooly if lighting conlrol cred~• are taken. LTG-4: Optional. Use ooly if toiored Method is 1JSed. Parts 2 and 3 used o.-.y ii applicable. Nonresidential Comnlionce Form Jonuaiv 199 5 ' NONRESIDENTIAL ENERGY EFFICIENCY STANDARDS'. MANDATORY LIGHTING MEASURES BUU PING UGHI SHUT Off Nol opplicaole for this project. 1- 0 00 D The buJlding shut-off system consists of on automatic time sv.itch, with a zone fo~ each floor. ' The building is separately metered ond less -th<m 5,000 s-quare feet; exempt fmm Sihut-off reqiuirements. OVERRIPE FOR BUILDING LIGHTING SHUT OFF Not applicable for this project. I I 2- IXI D The automatic building shut-off system is provided with a manual, occeasible overri~e switch in sight of the lights. The area of override is not to exceed 5,000 square feet. ! 3, D lXl 4_ AUTOMATIC CONIBPI PfYIGES CERJJEIEQ Nat applicable for this project AU automatic control devices specified are ceri:ified. all olternote equipment shall be certified and installed os directed by the monufact1Jr-er. FLUORESCENT BAl,l,AST AND LYMINAIRES CERTIFIED 0 Nol applioaole for this project lXl All fluorescent fixtures specified for the project an, certified and listed in the dirocl~ry All installed fixture:a shall be certified. 5. TANDEM WIRII-JG FOR JWO-lAMP BALLAST'S 0 Not applicable for this project. D All ooe and three l<Jmp, fJuoresc-ent fh:tures are tandem wired with two (2) lamp bollast where req ui-red ey stondorcls section 1 .32 -IX] A!I three lamp fluorescent fixtures are specified witti electronic high-frequency ballasts and are exempt from two-lamp tandem wiring requirements. 6. INDMDUAL ROOt,t/AREA CONTROLS 0 Nol applicoble for this project_ [Kl Eoch room and orea il'I this bu~ding ls equip-ped with a seporote switch or occupancy sensor device for each a .. ea with floor-to-ceifing wotls. 7. UNIFORM REPUCJJQN FOR INOMDU/\l ROOMS 0 Not applicable for this project. 00 All roo'llS ond oreos greater than 100 square feet and more than 1 2 watts per squo,re foot of fi.ghting 1oad shajl be controlled wit-t, bi-leve! swItch1ri9 for uniform reduction of li9hl1ng within the room. 8. DAY! II /\REA CONTROL :] Not op.plicahie for this p•oject. 00 AU roo-ms with windows and skylights, thot ore greater than 250 square feet, end thct cltow for the effective use of daylight in the area, shall hav, 50:it of the lamps in eoch doylit or.a controlled t,y separate switch. D The effective use of daylight connot be accomplished because the windows ere continuously shaded by a building on odjacent lot. Diagram of shadill9 during different times of year ts included on plans-. 9 CONTROL OF EXTERIOR LIGHTS 0 Not applicable for this project. 00 Exterior mounted firlures end served from the electriCXJI panel inside the bu~ding are controlled with a dU"eclional photo cell control on th-e roof and a corresponding relay in the electrical or cont-actor ponel. I CERTIFICATE OF COMPLIANCE -Lighting I PAO.JECf NW[ CARLSBAD CITY LIBRARY INST•• I LIGHTING SCIEOULE ....... LUIWINIJRE: N.o\hlE TYPE -HO. Of (,e,g Type-l, T_t11e-Z, 1tc) I I f 1 H UMPS W..uTS/LAMP B 0000 1 42 C 0000 3 32 Cl 0000 2 32 0 0000 2 32 E,E1 -0000 4 32 F 0000 1 J2 G 0000 3 J2 H 0000 1 150 I 0000 1 9 I( 0000 2 J2 " 0000 2 13 0 0000 2 32 R 0000 S("ER 4') 9 1,,S1 0000 1 90 u 000 □ 2 32 w 0000 2 32 . z 0000 1 32 M 0000 1 32 BB □000 1 400 00 000 □ 1 20 II -00000 2 208170 JJ 0000 1 13 KK 0000 1 J2 ODD ODO □□□ □□□ □□□ □□□ □□□ ODO □DO ODD ODO -ODO ODO □□□ DOD □□□ 00 □ □□□ MAM>ATORY]iln MA.TIC~" - COl'lTRDL -LOCATION CONTIIOL CrJNTIIOL n'Pt (llom,f) IOENTll"lCATlOH (ludo Tlm1 swam, E11:t1,lor, etc.) lat-lCll,ICJl.12'1&f,14T 111,1...:1• ,. ,.,,b Bl-LEVEL SWITCHING , __ 131,1-41.1,111 ,o,b,c MUI.Tl-LEVEL SWITCHING 111,130.131,1:D,IU ,atb.c,d Mil.Tl-LEVEL SWITCHING I Ill, 110. 122. I U. 1 ::Ja, I II (j) ""' Mil.Tl-LEVEL SWl1CHING 18-f,4&,1111,111: 1.,_.ffl,21il,2'17-2H .;.;:=,:El.. IILl.11-LEVEL SWITCHING CONTROL8~T CO=L L0"'1l~N 00lill"ROL CONTROL T'l'PE: CRoom or EJwg. ) IDENTIFICATION (Occupant,Dayllght,,Dtmmlng, etc.) NOTES TO FBD-Far Bull~-D Uae Olllv Nonresidential Cornnliance form ,.,, 2 or 2 L TG-1 I I ""JUNE 18, 1997 I -•orE TO SIE•ID• t.10./LUMIN"AJRE. AELD 0000 1 0000 2 0000 1 0000 1 0000 2 0000 , 0000 2 □□□ N/A 0000 1 000 □ 1 00 □□ 2 □00 □ 1 0000 5("ER 4') □□□ N/A 0000 1 0000 , □000 ! 0000 1 0000 1 ODO N/A 0000 1 00 □□ 1 0000 1 □□□ - □□□ ODD ODD □DO ODO ODO □□□ □□□ DOD □□□ □□□ □□□ □□□ □□□ 000 ODO □DO ., Ptowtde Sqlporting EJocumen'-llon NOlE 10 SPAOE e<JNIROLLED REl.0 ENTIRE SPACE El'rnRE SPACE ENTIRE SPACE --El'rnRE SPACE l:MlRE SPACE LU ... llrARl!S COH1ROUED NOTE 10 1YPE fOF UJMIN REl.0 Jonuon, 1995 I LIGHTING COMPLIANCE SUMMARY LTG-21 t PIOi.ECTNMIE ~RLSBAD CllY LIBRARY I D"IE I JUNE 1 B, 1997 !Q'j'yAL LIGHTING POWER UJMIHAIAE NUMBER Of WATTS PER LUM;IN~E CEC CEFMJLT TOTAL ... , DESCR':IPTIOH WklHAIRES {lr11ckldft,g 8all.a1t) I 'f I H• I WATTS B COMPACT FLUOR. DOWNLIGHT 309 43 000 13287 C 2'x4' ,3-1.AMP FLUOR. PARABOLIC 154 92 000 14168 C1 2'•4',2-IAMP FLUOR. PARABOLIC 21 58 000 1218 D 4',2-IAMP FLUORESCENT 8 58 000 464 E,E1 8' ,4-IAMP FLUORESCENT 6 116 000 696 F 4', 1-IAMP FLUORESCENT 27 32 000 864 G 2'x4' ,J-1.AMP FLUORESCENT 17 92 000 1564 H INCANDESCENT OOWNI.IGHT 10 150 000 1500 I COMPACT FLUOR. SCONCE J3 13 000 429 K 4' .2-IAIIP FLUORESCENT 642 58 000 37236 p COMPACT FLOUR. 00\'INUGHT 4 34 000 136 0 2-IAMP FLUORESCENT· COYE JO 58 000 1740 R COMPACT FLUOR. CONTINUOUS STRI 7 sil(PER 4') 000 455 S,Sl 2-CIRCUIT TRACI< W/INCANO. 388' 45 PER FOOT 000 18580 u 1'"4',2-IAMP FLUORESCENT 15 SB 000 870 w 2-IAMP FLUOR. DIRECT 6 58 000 348 z 4', 1-IAMP FLUORESCENT 10 32 000 320 AA 4', 1-LAMP FLUORESCENT 11 32 000 331 BB METAL HALlllE HIGH 81.Y 13 4511 000 Slll50 OD INCANDESCD/T WIILL SCONCE 10 20 000 200 n MH/INC. W.t.U. SCONCE 24 100 000 2400 JJ COMPACT FLUOR. Wf.l.L SCONCE 2 17 000 34 Kl< -4',1-LAl,f' FLUOR. TASl<LIGHT 4 J2 000 128 • □□ □□ □□ DD OD OD □□ □□ □□ □□ □□ □□ DO DO DO DD OD SUBTOTAL FRaJ 1HIS PAGE 100798 PUJS SUBTOTAL FROM COIITINUATIOM PAGE - LESS CO!llROL CllEDIT ilA TIS {FR(J.I LTG-3) -J ( , If not 1.1mg the a:c Default 'l!llue, plea11 pro-.ilde 111119portrng lkamen tatron. J ADJUSlED ACl\JAL ilA TIS 100798 I AllOWED llGHTltG POWER I"-"'' ~ OOIIPlflE Bl!ILDING MElHDO I BUILDING CAUORY {Fl"Clffl Tiibl1 1-M) I w•TTS CDMPLE.lE AL.LOWED P<R SF BLDG.AREA WAml LIBRARY (OFFICE> 1,5 67907 101861 AREA CATEOORY Mrn«lD ARrA CA TEl:OR'I' {F'r11r11 TUI• 1-H) WATT! -· N.l.Ol\8) PEA SF (SF) WATTS ~w TAII.ORED IIE1HDD IOTAL ALLO\WD WATTS I ,rrom LTG-4 frCll'1II comput1r nm,} : I Nonresldential Comr.iiance Form January 1995 ' I • • Dale= 5-15-97 Job No.= 9601 s 5-15-97 PLAN CI-IECK SU3MITTAL 6-20-97 PLAN CI-IECK RESLBMITT AL 7-8-97 BUILDING PB<MIT 7-15-97 FOR 81DS 10-20-97 FOR REBID VAN BUUREN KIMPER ENGINEERING Pr•••-•on.a llnal-•• 110:10 C..inD lte la ....... Sulle :1101 ·-Dtqo, QA ■:R10■ .., ... ,.■NO fax a■1.•••• V.B.K.E. JOB NO. MS96044 • -----------------·· Carlsbad City bibrary _ ,I CardwellVMcGraw Arcl'lltects ( Architectl68 Planning lroteriot"s -TITLE 24 , ', DOCUMENTS • A • E20 1221 Secord A1181U1 seat1e WA 98101 208 822-2311 701 B Street t200 S., Diego CA92101 619 231-0751 ' , ' / / ----------------------------------------------- PNL "Ml"@ ____ 1a~ --------4BOV-3PH "DPHl"-1O ---------:::.---- / ~ 15 HP "\J7 400V-3PH "DPHl"-5 "E61"@ SD64E TRANSFORMER "DPHl"-B 'Ml"-4 \ffi I €fj I 4 KV t OV-3 H E I®~ 4 KV OV-3 H "DPHl'-i "Ml"-11 - ------5 HP '-- W--+----t--';;;-1~40:e,o:;:;;_V-3PH "---.,____ "D~Hl"-4 Ir--~~ 5HP I L-¥c.-t------t-n4BoV-3PH "DJHl"-3 EQUIPMENT YARD -ELECTRICAL SC.ALE, 1/4"=1'-O" DISTRIBUTION PANEl: VOLTAGE: 480V-3PH BUS SIZE: 600A-3PH "DPH1" fED FROM: "MSB" MAIN: 600A-3P LOCATION: IIECH. EQUIPMENT YARO MN. A,1.C, 30,000 IIIDE: DEEP: HIQi: NEMA: 12 CIRC. EOUP. EQUIPMENT LOAD LOAD AMPS 01/ERCURRENT '/jRE & GND. COND. REMARKS NO. DESlG. 0 ESCRIP TI ON HP KVA Ll L2 L3 DEVICE QUANT DIA. I P-1 PUlvlP MOTOR 10 14 JOA-3P C.B. 3#10 1#10 3/4" 2 P-2 PUMP lvlOTOR 10 14 JOA-JP C.11. 3#10 1#10 3/4" 3 P-3 PUMP MOTOR 5 7.6 20A-3P C.B. 3#12 1#12 J/4" 4 P-4 PUMP MOTOR 5 7.6 20A-3P C.ll. 3#12 1#12 3/4" 5 P-5 PUMP MOTOR 5 76 20A-3P C.B. 3#12 1#12 J/4" 6 CH-1 CHILL£R 84 175A-3P C.8. Jf2/0 1116 2' 7 CH-2 CHILLER 84 175A-3P C.B 3#2/0 1#6 2· ' 8 CT-1 I COOLING TOWER 15 21 40A-3P C.B 3#6 1110 1· ' 9 EF-10 EJCHAUST FAN 1/2 1 15A-3P C.B. 3#12 #12 3/4" -BUSSW SPACE --- ' ' . . ' SCHEDULE NOTES LINE TOTALS LOAD SUMMARY l1: A CONNECTED LOAD 250.8 KVA l2: A 251 Of LARGEST DEVICE 18.5 KVA ' FEEDER DEMAND LOAD 269.3 KVA LJ: A FEEDER DEMAND LOAD 324 A ' (D PROVIDE FUU, HEIGHT BUS FOR PANEL (TIPICAL) '--. '--. "-- "" "' \ \\ I NOTES ' MECHANIC.AL yONTROL PANEL. FUSED DISGONNEGT SWITCH, 30A-3P-600V, NEMA I, WITH GODE SIZED FUSES PER MANUFACTURER'S RECOMMENDATIONS. @ FUSED DISCONNECT SWITCH, 60A-3P-600V, NEMA 3R, WITH GODE SIZED FUSES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. @ DISTRIBUTION PANEL "DPHI", 60OA-400V-3PH-3H, SEE SGHEDIJLE THIS SHEET. @ POWER PANEL "Ml", 2OB/I2OV. @ I2OV CIRCUIT FOR REFRl6 VAPOR MONITOR, VERIFY EXACT LOGA TION PRIOR TO ROlJ6H-IN. G) 12OV CIRCUIT FOR CHILLER-PUMP SHUT-DOHN, VERIFY EXACT LOCATION PRIOR TO ROlJ6H-IN. @ EMERGENCY GENERATOR "EGI". 23OKH-4BO/2iiV-3PH-4H, NEMA 3R. @ RJSED DISCONNECT Si'-IITGH, 200A-3PH-6OOV, NEMA I HITH FUSES SIZED PER MANUFACTURER'S RECOMMENDATIONS. PANEL: VOLTAGE: 120/208 V, 3<1> 4W BUS SIZE: 100A I 'M1' FED FROM: "DPH1" MAIN: 50A-3P MTG: FLUSH LOC.: IN "Mee· MIN. A.l.e.: 10,000 NEUTRAL: FULL NEMA: 1 ITEl.4/LOeA TION • BKR/1 # <i>A <1>9 ¢e # BKR/P • ITEM/LOCATION LTG/EOUIP YARD L 3/i 1 490 / 3/, SPARE / 2 R~C,'.EqLnP YARD R ;, 540 '/ BOIUER 8-1/ 500 4 EQUIP YARD R I~ 540 .,. JO/ "EG1' JACKET 2000 6 WATER HlR . OOC COf-lTROL PANEL 7 500 "a /2 _/ 2000 REFRIG VAPOR 9 500 / 3/i BATT CHARGER MONITOR .. / 1000 10 CHILLIER PUMP ·:) 500 / ~_G1~ ~T ~ REC SHUT-DO'MII JOO 12 SPARE 13 V SPARE / 14 15 ... l(s / 17 .. / .. / 18 ~ (L)ONG-CONllNUOUS VA 490 <P co~.1!11. lCL WI CONN AIWIPS .PANll. OONNECTEO ICVA 8.9 KVA (N)0N-C0"11NUOUS VA 7300 A 2990 3113 24.9 PONEL [EMJ,ND AMPS 25.0 A ~ DEIW<DABLE (R)ECEF'TACLE 1080 B 2540 2540 21.2 PANEL CONl£CTED NdPS 24.6A * (K)lltHEN (fEQlJIP. 0 ) 0 C 3340 3340 27.8 HGH <p AMPS W/LCL 27.81\ NOTES lli'll£: 06/19/97 • Date= 5-15-97 J°'9 No.: 960, :o 5 -I 5 -9 7 PLAN CHEO< S~ITTAL 6 -20 -9 7 PLAN Cl-ECK RESLBMITT AL 7-8-97 BUILDING PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID I VAN BUUREN KIMf>ERIENGINEERING Prof ... lOPl■I l!-.oln•.,.. eoeo Camklo 11a •• ...... ..... •01 au Clla,ao. CMi. ■210• -.ia.l!euaaa-f■• ea, ••ee V.B.K.E. J0S NO. MS96044 Ca.rlsbadl City Library . , Cardwell/McGraw Arclllitlecm Airchi~eciure Plami!Q Interiors I • , ' DETAILS AND MECHANICAL EQUPIVIENT YARD .,, I 1221 5eoa Id Avenue Seallle WA 98101 206 622-2311 701 B Street t200 San Diego CA92101 619 231--0751 Q @: {3 ~ --{Sz "J Lighting Relay Panel Schedule Panel Name:" LVSP1" Location: ELECTRICAL RM 105 Relay ,I Panel & C!rcun Deacr otlan l:V Swhcn.11U tteman11 1 HA 2 LIGHTING-'M 104 a PROVIDE NUMBER 2 b OF SWITCl,ES AS 3 RM 113.2 a INDICATED ON P1 ~N 4 RM 108 a 5 I b 6 RM 1.02 a 7 1 b 8 RM 106 a g b 10 RM 113 a 11 RM 110 a 12 I b 13 HA-4 RM 121 a 14 I b 15 HA-6 C 16 I d 17 HA-8 RM 105 a 18 j b 19 RM !09 a 20 j b 21 RM 112 a 22 RM 114 a 23 RM 115 a ' 24 RM 116 a 25 RM 118 a 26 RM 120 a 27 RM 134 a 28 j b 29 HA-10 RM 136 a JO RM 138 a 31 b 32 RM 1 8.1 a 33 b 34 RM 138.2 a 35 RM 133.1 a 36 RM 133.2 a 37 SPARE 38 HA-12 RM 137 b 39 I T C 40 HA-14 RM 122 a 41 1 b 42 RM 1.23 Q 43 I b 44 RM 124 a 45 I b 46 RM 125 a 47 I b 48 -SPARE REIAY -- NOTES (I} PROVIDE MASTER ON/OFF SEQUENCERS FOR TIMECLOCK CONTROL OF ENTIRE PANEL @ RELAY WITH PHOTOCELL OVERRIDE FOR "DAYLIGHTING" PRO\IISIONS OF TITLE 24. Lighting Relay Panel Schedule Panel Name:" LVSP2" Location: ELECTRIC""-RM 208 'Clav't1 t"ane1 I: ~rrcult Descnnrlon Lv Switch~ Remark• 1 HB-2 LIGHTING-RM 202 a PROVIDE NUMBER 2 I b OF SWITCHES AS 3 RM 204 a IND4CATED ON PLAN 4 I b 5 RM 208 a 6 I b 7 RM 207 a 8 I b 9 RM 208 a 10 RM 209 a 11 . RM 210 a 12 RM 211 a 13 RM 212 a 14 RM 213 a 15 HB-4 RM 215 a 16 I b 17 RM 217 a ' 18 I b ' 19 RM 218 a 20 b 21 C ' 22 RM 220 a . ' 23 I b 24 I C ' 25 RM 221 a 26 b 27 C 28 RM 222 a 29 I b 30 HB-1 RM 223 MASTER SWITCH a 31 HB-5 32 HB-7 33 LE-23 34 HB-13 RM 233 . 35 HB-3 RM 223 MASTER SWITCH I b 36 HB-5 37 HB-9 38 HB-15 RM 233 ' 39 HB-6 RM 224 MASTER SWITCH I c 40 HB-8 I 41 HB-10 RM 225 ' 42 HB-12 I ' 43 HB-14 RM 141 MASTER SWITCH· d 44 HB-16 45 HB-18 46 HB 20 47 HB-2 RM 204.1 " ' 48 -SPARE RELAY -- NOTES (I} PROVIDE MASTER ON/OFF SEQUENCERS FOR TIMECLOCK CONTROL OF ENTIRE PANEL @ CONNECT RELAYS INDICATED FOR PAR,IJ_LEL OPERATION @ SHALL NOT BE INCLUDED IN LV "FLICK WARN" SYSTEM. \ Liahting Relay Pan-el Sch~d1,1le Panel Name: "LVSP1A" Location: aECTRJCAL RM 105 Me1ay II ~anel & Qrcun lll!!IScr1m1on Lv :3wifch.1 1 O RemarKB 1 HA-10 LIGHTING-RM 131 C PROVIDE NUMBER @ 2 I d OF SWITCHES AS 3 RM 132 a INDICATED ON PLAN 4 I b 5 -DIMMING PNLS-RM 130 - 6 HA-1 LIGHTING-RM 139 MASTER SWITCH a 7 HA-5 8 HA-7 {D 9 HA-9 10 LA-11 11 LA-19 12 HA-21 13 HA-3 RM 139 MASTER SWITCH b 14 HA-5 {D 15 HA-7 16 HA-9 17 HA-11 <D{ 18 HA-13 RM 140 MASTER SWITCH c HI HA-15 I I {D {D (2 <4 @ (2 20 HA-17 RM 159 MASTER SWITCH d 21 HA-21 22 HA-23 23 HA-19 Riot 160 MASTER -.FITCH e 24 HA-23 I 25 HA-25 RM 167 MASTER SWITCH f 26 HA-27 j MASTER SWITCH a 27 HA-29 RM 161 a 28 I b 29 RM 156 a 30 RM 152 a 31 RM 164 a 32 I b 33 RM 165 a 34 I b 35 LB-19 TRACK LIGHTS-RM 140 a 36 -HA-19 LIGHTING-RM 148 a :s, HA-29 RM 145.1 a 38 t I b 39 HA-23 RM 157 a 40 I RM 158 a 41 RM 159 i 42 LG-21 TRACK LIGHTS-RM 131 43 LG-23 I 44 LG-21 TRACK LIGHTS-RM 132 45 LG-23 I 46 SPARE RELAY 47 I 48 j NOTES (I} CONNECT RELAYS INDICATED FOR PARALLEL OPERATION @ RELAY CONTROL FOR TRACK LIGHTING CONTACTOR "LC1", ROOM 152 @ PROVIDE MASTER ON/OFF SEQUENCERS FOR TIMECLOCK CONTROL OF ENTIRE PANEL @ RELAY WITH PHOTOCELL OVERRJOE FOR "DAYLIGHTING" PROVISIONS OF TITLE 24. @ PROVIDE OCCUPAIIICY SENSOR CONTROL (IN ADDITION TO SWITCHES). Lighting Relay Panel Schedule Panel Na me: "L VSP2A" Location: ELECTRICAL RM 208 Relay II Panal & Clrcull Oe•Cl"''lDITon L V Swllch Jlii RemarKs 1 HA-11 LIGHTING-RM 227 a PROVIDE NUMBER 2 b OF SWITCHES AS 3 RM '28 a INDICATED ON PLAN 4 b 5 RM '29 a 6 ' b 7 RM '30 a 8 ' b 9 RM 231 -a 10 I b 11 HB-8 RM 238 a 12 HB-13 RM "34 a 13 b 14 RM 0 35 a 15 b 16 RM 0 36 a 17 b 18 KB-2 RM 202 C - 19 HB-4 RM 219 d - 20 HB-8 RM 237 a - 21 -SPARE RELAYS -- 22 --- 23 --- 24 --- 25 26 27 28 29 JO 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 NOTES (I} PROVIDE MASTER ON/OFF SEQUENCERS FOR TIMECLOCK CONTROL Of ENTIRE PANEL @ RELAY WITH PHOTOCELL OVERRIDE FOR "DAYLIGHTING" PROVISIONS OF TITLE 24. (4 Lighting Relay Panel Schedule Panel Name: "LVSP18" Locotion: ELECTRICAL RM 105 tte1av • Panel & CTrculT OncrI~1Ion LV :swItchFIC Remancs 1 HA-16 LIGHTING-RM 1413 a PROVIDE NUMBER 2 I b OF SWITCHES AS 3 I C INDICATED ON PLAN 4 RM 147 a 5 I b 6 RM 150 a 7 b 8 C - 9 RM 15J a 10 RM 154 a 11 HA-18 b 12 I C 13 HA-16 d 14 I e 15 LDl-22 a 16 LDl-22 b 17 EHA-3 RM 154 a 18 HA-16 RM 150 d 19 HA-2 RM102 C 20 HA-14 RM125 C 21 HA-12 RM137 d 22 HA-16 RM150 e 23 HA-16 RM\54 h 24 HA-15 RM143 d 25 LC-24 RM143 d 26 LG-16 RM130.2 a 27 LG-16 RM130.2 a 28 SPARE RELAYS 29 30 31 32 33 34 35 36 37 38 -39 40 41 42 43 44 45 46 47 48 NOTES Q) PROVIDE MASTER ON/OFF SEQUENCERS FOR TIMECLOCK CONTROL OF ENTIRE PANEL @ ON/OFF CONTROL FOR LIGHTS ON DIMMERS, ROOM 155 @ ON/OFF CONTROL FOR TR.',CK LIGHTING, ROOM 155 @ RELAY WITH PHOTOCEL~ OVERRIDE FOR "DAYLIGHTING" PROVISIONS Of TITLE 24. @ CONNECT RELAYS INDICATED FOR PARALLEL OPERATION. @ DISPLAY CASE LIGHTING. G} PROVIDE OCCUPANCY SENSOR CONTROL (IN ADDITION TO SWITCHES). 6> ) Date= 5 -1 5 -9 1 Job No.= 96a 13 5 -I 5 -9 7 PLAN CHECK SUBMITTAL 6 -2 0 -9 7 A..AN CHECK RE:SUBMITT AL 7 -8 -9 7 BULDING PE:RMIT 7 -I 5 -9 7 FOR BIDS 10-20-97 FOR RE:81D \ ' \- _/ i VAN BUUREN Kl~ERIENGINEERING P,o,._lonal •na111e..-e V.B.K.E. JOB NO. MS96044 Carlsbad City Library CardiNe!I/McGrai.w Archirects Architecture Piam~rg' lnleriorp :---- LOW VOL TAGie; 1~ i--· SWITCHING SYSTEM- LIGHTING RELAY PANEL SCHEDULES , -E22. .. ,. 1221 Seoa Id AvertJe 8eallfe WA 9Bt01 208 622·23tl 701 B Sli eel 1200 San Diego CA92101 619 231-01-51 NP2 0 NOTES (D @ ® © ® @ G) @ @ 6" DEEP ENCLOSURE. 16 GAUGE GALVANIZED STEEL (NEMA 12) 8'K:-LOSURE GRAY ENAMEL PAINT. RED "POY'IER ON' ST A TIJ5 LIGHT. NAMEPLATES (TYPICAL), SEE NAMEPLATE SCHEDULE BELOl-°'I. HAND-OFF-AUTO SELECTOR SY'IITCH (TYPICAL). LOCKABLE HANDLE, GONTINUOUS HINGE (STAINLESS STEEL). RED 'LIGHTS ON" STATUS LIGHT, (TYPICAL). LIGHTING GONTACTOR CONTROLS, SEE LIGHTING CONTROL PANEL "LGP' 1-°'!IRING DIAGRAM. NAMEPLATE SCHEDULE NPI, PARKING LOT / BLDG LIGHTS NP2: PARKING LOT / BLDG LIGHTS NP3, LANDSCAPE / FRONT ENTRY LIGHTS I H 217YAG "HA'-26 3/4"G.-2#12 ----4==::f N ~---------~ PG (D H H TIME C,I QGK, ,1-----"ON" AT 4,00 P.M. 'OFF AT 11,00 P.M. I (TYPIGAL) 61 o @(TYPIGALJ A "ON" LGa 0 A TGI ~(TYPIGAL) "ON" AT DUSK 1---+-il.fLJr----➔ "OFF' AT DAY'IN .. 0 N11 LGb "ON' AT DUSK TG2 "OFF" AT 11,00 P.M. -..r-<-~-H--~(~---4 0 @(1YPIGAU H A "ON' LCG TG3 "ON" AT DUSK -----<!r'f>---H--4~ d·----+ "OFF" AT 11,00 P.M. L__ _ _ __:__J NOTES G) @ PHOTOCELL (ON ROOF). "POY'IER-ON" STATUS LIGHT HITH RED LENS, 120VAG. ELECTRONIC TIMEGLOCK, SEE SPECIFICATIONS. TIMECLOCK CONTACT, SEE SPECIFICATIONS. HANrH?FF-AIJTO SELECTOR SWITCH, MOUNTED IN DOOR OF "LGP". LIGHTING GONTACTOR, SEE Ll6HTING ~ CONT AG TOR CONTROL DIAGRAMS, SEE C ._ E23 E 3 LIGHTING 'ON" STATUS LIGHT. CONTROL TRANSFORMER, 500VA, 211\/ TO 120V. @ LIGHTING CONTROL PANEL, SEE ~ E~3 ALL CONTROL 1-°'!IRING IN "LGP" SHALL BE STRANDED COPPER (MINIMUM #12). CONTROL WIRING SHALL BE BUNDLED INTO GROUPS AND SECURED HITH PLASTIC. HIRE TIES. POHER HIRING IN "LCP" SHALL BE BUNDLED INTO GROUPS AND SECURED 1-°'!ITH PLASTIC WIRE TIES. ALL WIRING IN "LCP" SHALL BE ID TAGGED AND TERMINATED ON SC.REW TYPE TERMINAL BLOC.KS. 12" HP PHOTOELECTRIC GONTROL CELL, FACE NORTH ----HEA THERPROOF J-BOX 1/2" Rl61D GALVANIZED STEEL 1-°'!EA THERPROOF FLASHING ROOF LIGHTING CONTROL PANEL 11LGP11 A LIGHTING CONTROL PANEL 11LGP11 JA!IRING DIAGRAM PHOTOCELL MOUNTING NO SCALE @{ "HAl"-2 "HAl"-6 "HAl"-1 "HAI "-5 "HA"-20 "EHA"-5 SPARE SPARE SPARE E3,E4 E23 NO SC.ALE -DETAIL NO SCALE / (D © j Lea .l.,Q2 12~ LIGHTIN6 GONTAGTOR LOCATED IN "LGP" r--:: -~ _,..,.,-LIGHTING I O j/ GONTAGTOR I H A I LOCATED IN 'LCP" LIGHTIN6 GONTACTOR LOCATED IN "LGP" MANUAL MOTOR STARTER, DISCONNECT SHITGH, JUNCTION BOX, ETC.---------J IN l I I ' ' . ,. rRED'ON" STATUS LIGHT a la ----11---~~-PARKIN6 LOT L16HT5_ 1-----+--PARKING LOT L16HT5 @{ t=t;d:;)_J__ I RED "ON" y STATUS-LIGHT I- b "HAl"-4 ____ __,L,_ _____ PARKING LOT b LIGHTS -· . "HAl"-e, --i--~........i..,__.,_;,._,1--_ PARKING LOT-. · b LIG>l:fTS"· . · · . , : . •' ' . ': @{=t=t~hl...,_.., l RED "ON" y STATUS LIGHT J I ·• . t N ·. , __ .,_-, ·-·· ____.•. . ~r•••,•,C· C COUPLING ---"" CONDUIT CLAMP Jill/ MASTIC ALL AROLt,,iD 24 GA. G.I. CONT: FLASH IN&-------.... COVER FLASHING J,//J,'>EA THERPROOF . -·, SE'ALANT · . · ,: : <:\;/i• •: • ~ ;,Y: ,:,• ....,.--.-'•-•---... -.~ R06F ~-~-----... ~:4" -MIN: '.: ~ - ~~_J \_ HA TERTl6HT FLEXIBLE _CONPUIT · • :: I a 1------1---PARKIN6 LOT ,.,·"H~il•;...#1'{·-: j:-.• ' II PARKING LOT "HAl"-14----1----11----1--LANDSGAPE i-----1--r=~ LQ1" :,-;,:,. • • ,,~~:~.-, : • : I: I r:"' _,,,-'LA"-25 I: I tr':i F£A "TIU!<E ,. X 3' com. FIBER • :; ; ;• - 1-------'1--BlJILbl~6 ... · . ' ,•: ·,,. '.',,,. ·, ;·:~:1::·~;•-<' -·.-,· :;· .. ·'.' I PARKING LOT "HA"-22 I FRONT ENTRY CANT. STRIP---~ . SLEEVE . < ' ••• ;,.::i··,· ..• ,.'•t,:.::;::: < '. ·, a LIGHTS . b I Ll6HTS I c I LIGHTS . , _ . ,. _ .. -... -.. ~-, ... ,,,,,_ · . ,::.'-', .--,.,,;,· ~s;-,-· , · ,.,. --.. II a Ila Ila I I ~la:J lb Ll6'HTS SPARE lie CONDUIT ROOF ·PENETRATION DETAIL i S~ARE 1-_1-1. _----1H !? SPARE.· . ;. 1· . : --.· JI ~;;,'c . ·:.-__ ::I -· -: 1~ : .. < ... ,- i= . ---, . I:: . -,. (',• . ..: ; El~ l;:2?{?, '-· .. Ll6HTIN6 CQNTACTOR 'Lea" ; ·::. _ SP~.'..·. I 'l!b ~~ARE~L~ .,_l,.Jli·:')-·: t,~~:.·_.------.,•:·· -i'· · ::~ARE--.-·:· j : ,, lib 1-,. ., •. , _· :, ~/. :...., . _;· -. .. _;;~:_.:.'·; No_-~.,::-_.. -, . {i.:~~:: . ·'../\~'.-i.};{/_'·-"t:~_:\-:~;~:_\::::·\:?~--_ "·: · · :· , . ~-' . .,, -.-·; ,: ~--·'::: 1.,:. ... -~~~: • @ • I .• LIGHTING GQNTAGTOR "Lc.c.' Lib~ @ SPARE Ll6HTIN6 GONTAGTOR "LGb" NOTES (D Ll6HTING GONTAGTOR "Lea', 20A-120V, ELECTRIC.ALLY HELD, OPEN TYPE, WITH (IO) 20A (NORMALLY OPEN) CONTACTS, 120VAG COIL, AND HAND-OFF-AUTO SWITGH·(AS INDICATED). @ FOR CONTROL WIRING,, SEE CONTROL DlAGRAM, LIGHTING CONTROL 'PANEL "LC.P" HIRIN6 DIA6RAM, SHEET E.23. @ HAND-OFF-AUTO 5El:..EGTOR SWITC-H. @ Ll6HTING GONTAGTOR "LGb", SIMILAR TQ 'LC.a" (NOTE #1) EXCEPT WITH (13) 20A (NORMALLY OPEN) GONTAG TS. @ @ Ll6HTlN6 CONTAGTOR "LGc", SIMILAR TO "Lc;;a" (NOTE #I) EXCEPT HITH (II) 2OA (NORMALLY OPEN) CONTACTS. @ ALL CONTROL WIRIN6 IN "LGP" SHALL BE STRANDED COPPER (MINIMLM #12). CONTROL HIRIN5 SHALL BE BUNDLED INTO 6ROUP5 AND SECURED J,,IITH PLASTIC. 1-°'!IRE TIES. POHER WIRING IN "LGP' SHALL BE BUNDLED INTO 6ROUP5 AND SECURED WITH PLASTIC HIRE TIES. ALL WIRING IN "LGP' SHALL BE ID TAG6ED AND TERMINATED ON SCREl-°'I TYPE TERMINAL BLOCKS. LIGHTING GONTAGTOR CONTROL DIAGRAM NO SCALE C, E23 E23 CAST ALUMINUM SIN6LE GANG JUNCTION BOX--::--------✓ HINGED AND GASKETED CLEAR PLASTIC : RECEPTACLE GOVER WITH SPRINGS 3/4"G. GALVANIZED RIGID STEEL CONDUIT (TYP. FOR 2) ___ __,.,. PITCH POCKET----.., 12' ROOF MOUNTED REGEPT AGLE NO SCALE J. Date= 5-15-97 Job No.= 9601s 5 -I 5 -9 7 PLAN Cl-ECK SU3MITT AL 6 -2 0 -9 7 PLAN CHEO< RESUBMITT AL 7-8-97 ElUILDNG PERMIT 7-15-97 FOR BIDS 10-20-97 FOR REBID I .. ' - V.8.K.E. JOB NO. MS96O44 CardweM/McGraw Archi~cts Architecture Plaryning .hterior, ,. .-.. ' • . t ;1 !-; ' . J ; . , DETAILS e-23/. 1221 Second Avenue Seattle WA 98101 206 622~2311 701 B street t200 San Diego CA92101 619 231•.0751 , ...... I ... GONGRETE FINISHED " 6RADE r 12';-DIA ---t • 12" • .. 4 □ 0 ;r,--;-.--.. • • • - II '-EARTH BAGKFILL IN-6ROlJND Ll6HT FIXTURE -------GONDUI T AND WIRE ,.,.-,------12'' DIA 6RAVEL ~ BASE FOR DRAINA6E GONGRETE INSTAI I A TION 12" -,,I □ 0 '-EARTH BAGKFILL IN-6ROUND Ll6-HT FIXTURE GONDUIT AND WIRE ,.,.-,------I 2" DI A 6RAVEL ~ BASE FOR DRAINA6E EARTH INSTALLATION IN-GROUND LIGHT FIXTURE DETAIL A NO SCALE El E24 @ t • • II • • • • II • • 5 11~· o !.! o o !l o -l _O_ JJ~_o_~• ~•o_~• ii .o. k /J 16 1/2" PLAN VIEi'! 1--· ·....,_·•.,__--+o--+" _...,o--'-'-..___o_--"" __ o.,......__,,·_: _··_.: _,: t2 112" SIDE VIEi'! FLUSH FLOOR BOX DETAIL D NO SCALE \ "L VSPIB"@ "EHA;;:3~ 3/4"G.-2 #12 GONT AG T SHALL GLOSE r'lHEN "TSI" TRANSFERS TO THE EMER6ENGY GENERATOR @: Eei,'l,10,11,I4,I5 E24 ~PIGAL)~ L: 3E 3E L.: LIGHTING CONTROL DIAGRAM G NO SGALE E1 E24 NOTES <D @ @ @ ® ® G) @ ® GONGRETE FLOOR. METAL DEGK, 3/4" GONDUIT OPENING (TYPICAL OF 6 PER BOX). GAST IRON BOX, 2-6AN6. BOX DIVIDER. POLYCARBONATE FLAN6E, BLACK GOLOR. POL YGARBONA TE GOVERPLA TE, BLAGK GOLOR, DUPLEX TYPE HITH FLIP LIDS. (I) TELEPHONE OUTLET AND (I) DATA OUTLET FLUSH FLOOR BOX. REGEPTAGLE FLUSH FLOOR BOXES, (I) NORMAL POHER BOX i"IITH RECEPTACLE, AND (I) COMPUTER POWER BOX HITH RECEPTACLE. NOTES <D @ EMERGENCY GIRGUIT FROM PANEL "EHA". NORMALLY OPEN AUXILIARY GONTAGT IN AUTOMATIC TRANSFER SHITGH ''TSI ", ROOM 105. ® @ ® ® G) @ CONNECT HIRE FROM AUXILIARY GONTAGT TO BYPASS SV'!ITGH AND RELAY. LOW VOLTAGE SHITGHING PANEL, SEE SGHEDULE SHEET E22. LOH VOL TA6E RELAY #11. LOH VOLTAGE SHITGH "g", ROOM 154. NEUTRAL HIRING NOT SHOIJ'IIN. LIGHT FIXTURES TYPE "L", ROOM 155. STONE BOLLARD 24" x 24" x 22"H A.F.F. TILT OPTIGAL ASSEMBLY 20~ TOHARD BOLLARD I I 1-L-, c....,c_.£..L.:...L..c....,c_.£..L.:.,L.e-,£..L•.L...l.'..-4• -+ • • • • • LIGHT FIXTURE TYPE 'YI" • GENTERED AT / EAGH BOLLARD_/ GRAVEL BASE / FOR DRAINAGE _/ I L::12" DIA k --..71"------,711'- • • • • • • • 12" IN-GROUND LIGHT FIXTURE ~7c~~IL AT BOLLARDS ~ 4 #Cl SAFETY r'llRE TIED TO SEISMIG GLIPS OR SUPPORT HOLES. FASTEN TO BUILDING STRUGTLJRE HITH 1/4" x 2-1/2" SGREIJ'II-EYE OR EQUAL. LISE (4) PER Ll6-HT FIXTURE MINIMJM,.-....._ EXPOSED T-BAR GEILIN6 SYSTEM TYPICAL. LIGHT FIXTURE SAFETY HIRE SUPPORT HOLE, ~~ LIGHT FIXTURE SEE PLAN. 21 3/4" 2 1/4" TYPICAL.-----' PTIONAL IF FIXTURE DOES NOT HAVE V'!IRE SUPPORT HOLES. FASTEN SEISMIG RESTRAINT GLIP TO Ll6HT FIXTURE HITH HEX HASHER HEAD SHEET METAL SGREY'l. (4) GLIPS PER FIXTURE MINIH.JM. LIGHT FIXTURE SEISMIC RESTRAINT DETAIL E NO SC.ALE E4,5,6,1,12,13 E24 ITEMS SHOl'IN ARE TYPIGAL AT EAGH POHER DROP. I ~-PROVIDE STEEL SAFETY WIRE DOHN TO FIXTURE (loo POUNDS MIN. SUPPORT) PROVIDE GIRGUIT GONDUIT a l'IIRE, SEE Ll6HTING PLAN.-~ ~-FASTEN TO BUILDING STRUGTURE HI I/4"X2 1/2" SC.REH EYES OR EQUAL. ,--CEILING OR STRUGTURE. 4-f===~c-_ _=1-----OUTLET BOX. CONDUIT PAINT TO MATGH SURROUNDING FINISH.-----~ ------SHIVEL DESIGNED TO WITHSTAND 1.25 X FIXTURE HEIGHT. PROVIDE PROPER BOLTS OR FASTENERS MIN. (4)- PER CANOPY. ----------' HEAVY DUTY PENDANT 1/2" DIA. MIN., LEN6TH AS REQUIRED. -------7 (RIGID 6ALV. STEEL) PAINT ALL PENDANT MOUNTING AGGESSORES INCLUDING MOUNTING STEM, PER ARGHITEGT'S DIRECTION A-~ = A = ~-#\ ,.. )--~ ' ,. ~----' Ll6HT FIXTURE PENDANT ; / , FABRICATION, SEE I' L_ --' '\ ARCHITECTURAL DETAIL ,., /H\ ', ~SEGURE STEEL SAFETY WIRE TO FIXTURE ,. ~--~ ' #2, SHEET A63.I \ ,-" LL ..1..:, ', ~--____ ....,,,/,,, ',,,,,_ ------~ =--~L--= / \ =--~L--= --,,--I \ --,,-- ~----J L----~ / I~ LIGHT FIXTURE t_ _____________ _s MOUNTING DETAIL FIXTURE TYPE 11BB11 C NO SCALE E12,13 E24 #12 SAFETY WIRE TIED TO Ll6HT FIXTURE SUPPORT BAR HOLES. FASTEN TO BUILDING STRUCTURE l"llTH 1/4" X 2 1/2" SGRE.l"l-EYE OR EQUAL. USE 4 PER Ll6HT FIXTURE. (ONE PER SUPPORT BAR-MINIMUM) "":;?", RECESSED FIXTURE HOUSING JUNGTION BOX FINISHED GEILIN6 SUPPORT BRAGKET O O O •;FLEXIBLE I GONDUIT LIGHT FIXTURE SUPPORT BAR ,, ., ·-· .... , LAMP RECESSED MOUNTED LIGHT FIXTURE SEISMIC RESTRAINT DETAIL F NO SC.ALE E4,5,6,1,12,13 E24 NOTES <D @ @ @ @ ® G) @ ® 1/2" GONDUIT AND HIRE DOWN FROM UNDERSIDE OF STRUCTURE. PAINT TO MATGH SlRROlJNDIN6 FINISH. ROOF FRAMING. JUNG TION BOX CONGEALED ABOVE ENGLOSURE. PAINT TO MATCH SURROUNDIN6 FINISH. 1/2" FLEX GONDUIT AND WIRE CONGEALED IN 6YP BOARD ENGLOSURE. 6YP BOARD ENCLOSURE. 6" SQUARE AC.GESS PANEL IN ENCLOSURE (TYPICAL EACH POWER DROP). .JUNG TION BOX. MULTI-GONDUGTOR GABLE COILED AROUND THREADED ROD. GABLE .JAGKET TO BE WHITE. 6" X 6" AC.GESS PLATE IN SIDE OF STEEL TUBE (TYPICAL EACH POl'IER DROP). STEEL STRUCTURAL 6RID. 1/2" FLEX CONDUIT AND V'!IRE IN STEEL TUBE. 3-3/4"(L) X 1-1/2"(1/'V X 1-1/e,"(D) JUNCTION BOX FLUSH MOUNTED IN STEEL TUBE. PROVIDE OPENING IN TUBE A5 REQUIRED FOR BOX AC.GESS. LIGHTING TRACK. TRAGK Ll6HT FIXTURE, rrPE "51". PROVIDE GROMMET AND SEAL OPENIN6. ' GONDUIT AND WIRE, PAINT TO MATGH SURROUNDING FINISH. TRACK LIGHTING POV'!ER DETAIL H NO SGALE El E24 Date= 5· 15.97 Job No.= 9601s 5-15-97 6-20-97 7-B-97 7-15-97 10·20-97 A..AN CH=CK SUBMITTAL A..AN CI-IECK RESUBMITT AL EJ.JILD"G PERMT FOR BOS FOR REBID 9080 0mn1no ft I■ 81•M• au11:• ao, ean 1)!9110, OA 11Htm• 818-.1:9"1 •.aeo t■:11. ... , ..... V.B.K.E. JOB NO. MS64044 Carlsbad City L~bl"'ary CardwelVMcGraw Arcl"ri1lects Arch~teciure ,Pla.nn~r:v Interiors , -- ELECTRICAL. DETAILS&. DIAGRAMS 1624 ')221 Seccxid Avenue Seattle WA 981pl 206 622-2311 /701 B stRlet t200 San Diego CA921J)! 619 231-0751 --------- SEE FLOOR PLAN SHEETS FOR EXACT NUMBER AND LOCATION OF PA SYSTEM SPEAKERS. 2ND FLOOR -------f----+--------------- ALL PA SYSTEM HIRIN6 SHALL BE IN CONDUIT (MINIMLIM 3/4"). PROVIDE PA SYSTEM l"IIRIN6 PER MANUFACTURER'S REQUIREMENTS. ~(TYPICAL) 120V f-~r---CIRC. "ELB"-2 1ST FLOOR----------------------- NOTES, (D PA SYSTEM SPEAKER, SEE SPECIFICATIONS. @ PA SYSTEM CONDUIT AND WIRE. @ 3/4"C. -2 #12 @ PA SYSTEM EGlUIPMENT RACK, ROOM 105. @ PA SYSTEM MICROPHONE, CHECK-OUT COUNTER, ROOM 136. @ PA SYSTEM MICROPHONE, 2ND FLOOR, REFERENCE DESK, ROOM 136. (TYPICAL) ~•.>--...f Ll--~ SEE ELOOR PLAN SHEETS FOR EXACT NUMBER AND LOC-A TION OF CLOCKS. 2ND FLOOR---------+-------------- ALL CLOCK SYSTEM l"IIRIN6 SHALL BE IN CONDUIT (MINIMUM 3/4"). PROVIDE CLOCK SYSTEM i"IIRIN6 PER MANUFACTURER'S. REGlUI REMENTS. Af---\2 ,-.,/I' 120V 1---4,---CIRC. "ELB"-6 1ST FLOOR----------------------- NOTES, (D CLOCK, SEE SPECIFICATIONS, @ CLOCK SYSTEM CONDUIT AND WIRE. @ 3/4"C. -2 #12 @ TIME CONTROL CENTER "TCC", ROOM IOC!. "IDF"@ @-----' ''MDF" (D @ NOTES, (D @ @ ® @ 0) @ @ @ ® MAIN DISTRIBUTION FRAME BACKBOARD, ROOM 10"1. INTERMEDIATE DISTRIBUTION FRAME BACKBOARD, ROOM IOCI. B' (H16H) X 3/4" ("TI-tlCK) PL Yi"IOOD BACKBOARD ON HALLS OF ROOM 10'1, SEE SHEET E3. PAINT BOARD WITH THO (2) GOATS OF GRAY FIRE RET ARDENT PAINT. 8' (Hl6HJ X 3/4" (THICK) PL YHOOD BACKBOARD ON HALLS OF ROOM 23B, SEE SHEET EIS. PAINT BOARD HITH THO (2) COATS OF GRAY FIRE RETARDENT PAINT. (2) 4" CONDUITS AND (2) 2" CONDUITS. (I) 4" CONDUIT TO TELEPHONE COMPANY MANHOLE, SEE SHEET El. (I) 2" CONDUIT TO C-A TV CONCRETE HANDHOLE, SEE SHEET El. 3/4" DIA. X I0'-0" GROUND ROD PER TELEPHONE COMPANY REQUIREMENTS. #6 BSCU (36" PIGTAIL) GROUND WIRE. 3/4"C-.-1#6 BSC-U GROUND HIRE. CONNECT V'IIRE TO BUILDIN6 STRUCTURAL STEEL. ALL TELEPHONE AND DATA SYSTEM HIRIN6 RUN IN UNDER6ROUND CONDUITS SHALL BE UL LISTED FOR HET LOCATIONS. PUBLIC ADDRESS (PA) SYSTEM RISER GLOCK SYSTEM RISER DIAGRAM B TELEPHONE/ DATA SYSTEM DIAGRAM G NO SCALE ALARM HORNS (2ND FLOOR) --~ ALARM HORNS (1ST FLOOR)-~ SMOKE DETECTORS @-s<,-«,11>---~ UNDER RAISED FLOOR (ROOM 10'1) DUCT (SMOKE) DETECTOR (RF-I) SMOKE DETECTORS @, (2ND FLOOR) DUCT (SMOKE) DETECTOR (AH-2) DUCT (SMOKE) DETECTOR (AH-B) DUCT (SMOKE) DETECTOR (AH-I) D D D D FIRE ALARM MANUAL PULL STATIONS (1$T FLOOR) MANUAL PULL STATIONS (2ND FLOOR) ~SPRINKLER _,..,,--PRESSURE Sl"IITCH _,,--TAMPER SWITCH MAIN VALVE .,,,.---TAMPER SWITCH EXTERIOR VALVE NO SCALE SEE FLOOR PLAN SHEETS FOR EXACT NUMBER AND LOCATION OF FIRE ALARM DEVICES . D DUCT (SMOKE) DETECTOR CONTROL PANEL (AH-4) D DUCT(SMOKE) DETECTOR <fACPJ (AH-5) D DUCT (SMOKE) DETECTOR (AH-6) BA TfSiy GHAR<SER rf SMOKE/FIRE DAMPERS BATTERIES (1ST FLOOR) I-@ SMOKE DETECTORS SMOKE/FIRE DAMPERS (15)-, (2ND FLOOR) 0 B (1ST FLOOR) rr================;i EMER6ENC-Y ALL DUCT DETECTORS SHALL BE FIRE SUPPRESSANT CONTROL PANEL (ROOM IOCI) __ __, FIRE ALARM BELL CIRCUIT FURNISHED, CONNECTED AND "ELA"-2 TESTED BY ELECTRIC-AL, 3/4"C-. -3#10 INSTALLED BY MECHANICAL. SEE MECHANICAL DRAWINGS FOR FA SYSTEM E A I N '----I COMMUNICATOR kl---XAC-T LOG TO . (RADIONICS) ALL FIRE ALARM SYSTEM WIRIN6 SHALL BE RUN IN CONDUIT (MINIMUM 3/4") PROVIDE FA SYSTEM WIRING PER MANUFACTURER'S REGlUIREMENTS FIRE ALARM ZONE SG-HEDULE TELEPHONE LINE TO FIRE DEPARTMENT ZONE 2 3 4 5 6 1 e, "' DESC-RIPTION MANUAL PULL STATIONS (1ST FLOOR) MANUAL PULL STATIONS (2ND FLOOR) DUCT (SMOKE) DETECTOR (AH-I) TAMPER SWITCH (MAIN VALVE) SMOKE DETECTORS (1ST FLOOR) SMOKE DETECTORS (2ND FLOOR) DUCT (SMOKE) DETECTOR (RF-I) SPRINKLER PRESSURE Sl"IITC-H DUCT (SMOKE) DETECTOR (AH-2) ZONE 10 11 12 13 14 15 16 11 18 l'l 20 DESCRIPTION DUCT (SMOKE) DETECTOR (AH-3) DUCT (SMOKE) DETECTOR (AH-4) DUCT (SMOKE) DETECTOR (AH-5) DUCT (SMOKE) DETECTOR (AH-6) TAMPER SWITCH (EXTERIOR VALVE) SMOKE DETECTORS (UNDER RAISED FLOOR, ROOM 1oq) SMOKE FIRE DAMPERS (1ST FLOOR) SMOKE FIRE DAMPERS (2ND FLOOR) SPARE SPARE SPARE INPUT E SHEET UPS SE E3 1 TTERY CABINET BA WIT (AT H 10 MIN. BACKUP FULL LOAD) E3 E25 NO SC.ALE ----WALL OUTLET BOX HI STAINLESS STEEL COVERPLATE STAINLESS STEEL COLLAR ,...,.,---OPEN POSITION .. SPRINGS LOADED, CLEAR PLASTIC HINGED PROTECTIVE COVER RECESSED PUSHBUTTON (RED COLAR) ---CONCEALED CONDUIT SEE EPO WIRIN6 DIA6RAM LJ E~5 EMERGENCY-POWER-OFF 11EPO 11 PUSHBUTTON DETAIL G NO SC.ALE E8 E25 BYPASS CONT AC-TOR " " K4 I OUTPUT BYPASS TRANSFORMER FUSE -0 y. . . . STATIC BYPASS SWITCH OITTPUT AC RECTIFIER INVERTER C-ONTACTOR CBI INDUCTOR :%: z K3 l,~ ~y ;1 .,.,., INPUT 1 CIRCUIT -r :..= BREAKER AC- FILTER BONDIN6 JUMPER INPUT BATTERY ::I-FILTER : ;: C-ONTACTOR K2 BATTERY 4' CONDUIT PROVIDE HIRIN6 PER SYSTEM BAI IERT MANUFACTURER OUTPUT BKR. REQUIREMENTS FIRE ALARM RISER DIAGRAM UPS SINGLE LINE DIAGRAM NO SC-ALE NO SCALE 42" " ' ' 24" ·4 .~ +-,,_ ' . ., . --,· _ _!) 12" .. ~ . ' •. .. " . ....--CAST ALUMINUM (TOP CAP) ACCESS COVER ...__METAL HALIDE LAMP~ WHITE OPAL ACRYLIC-LENS • CAST ALUMINUM HOUSIN6 FINISHED IN WHITE ENAMEL CONCRETE ANCHOR BOLTS SIZE AND LEN6TH PER MANUFACTURER'S RECOMMENDATIONS 12" ROUND CONCRETE BASE CONDUIT AND WIRE E3 El25 LIGHT BOLLARD MOUNTING DETAIL H NO SCALE El E25 L,,-- ,- ' UPS ENCLOSURE UPS OUTPUT SEE SHEET E3 UPS OUTPUT • ROOM NUMBER (TYPICAL) 7 3/4"C-.-2 #10 (TYPICAL) 3/4"C-.-2 1110 (TYPICAL) 120V H -l. CIRCUIT .-1,1--N -5 "LA"-30 MAIN INPUT CIRCUIT BREAKER HITH STUNT TRIP (TYPICAL OF 2) PANEL "M2" .__ _ ___, (CIRCUITS 111,3) . PANEL "CDP" ~ "'i-,;-J'-,,..1' .__ _____ UPS CONTROL PNL Lo PUS+<mON½!~ SWITCH, SEE E2S E 5 ALL EPO WIRIN6 SHALL BE IN 3/4" CONDUIT EMERGENCY-POWER-OFF 11EPO11 ~IRING DIAGRAM NO SCALE ' Date= 5. 1 5 -91 Job No.= 9 60 13 5 -I 5 -9 7 PLAN Cl-ECK SUBMITTAL 6-20-97 PLAN Cl-ECK ~SUSMITT AL 7-8-97 o!ULD!NG PB<MT 7-15-97 FOR BIDS 10-20-97 FOR ~BO VAN BUUREN KM'llllGIIIEERlll Pra'-ton■I ■rial••- 80$0 0■iriill.D IN I& 81■■RI ..... ..,, a .. Dl■ga,, CA U1C1a ............. o ,.It..,_ ..... V.B.K.E. JOB NO. MS96O44 Car~sbad City Li~ary,. - Card~~/McGr§W Architecis Arclhi1teclture Plannir)g Interiors DETAILS AND DIAGRAMS - f i I \ 1221 Second Avenue Seattle WA 98101 206'822--231 701 B Street 12QO San Diego CA92101 619 231-075 -' I I" ,.......--•- I c 7 ,,-- ' ' I 0--, -{ . . - -. ~ ~ • ---- MATCH LINE "A" SEE SHEET E4 --------- :;:: 0 ,_ .l ( 1 :1 ~ 1122 I ,. 113021 @"DP2" ---iL~I -- :;:: :,:: 0 ::1 ~ ( ; 4) Ll _..., I i2::i I I I25 I CONNECTOR STRIP #4 I' I' ,I d _Jj -,, I' ,I .-' ;1 •I I ' .Li / ~E"' -------~ ( J > C:v TOR--· STRIP 111 CONNECTOR STRIP #3 ( I( I I I I "MDPL'CD --- 11 ° 11 -- ) I ~---"DP2"-13,14,15 'DP2"-l,2,3, 4,5,6 jl □ 11 (/\ -' ul -----(2) - 16,11,le ----lt1=1':i --- l ui I -' I (J' I -----~) ~ ' ' I ( ' • I ---;L =l JI -- I ,.r, I -'' u I ..l { ♦ ) , _ _,,, ,, I i lBI -- 11::12 I , < µ --- -- ----r I ,, -' ; ( _;, • ~ 145,1 .__..., ~L -:;, -' - i , I • , I . --,,. ' ___ J ;1511 - 3': ' c: c.. - ' ( l 6) , __ ~- I I I , I -1 117L :Li!:=1 ------11 E=l 1; --L :::.2. J -- I ~1 (., I :, ) .____, FIRST FLOOR THEATRICAL LIGHTING PLAN -SECTION 11C 11 SCALE, 1/e"= 1'-0" 11 ·_.. I I I , I -- :---7 n I I il'::--'_]1 = = 7t□J: = = 7: tfi II = p r-1U ~ I- ..J 1U ~ J: ~ H:I <t I:. \l) c-U'l (/\ -' -' ....J ,_ 0 C ( 7 -, ,5~) < ' ' V ) \..:_, ) -'~ FOR EXACT Ll6HT FIXTURE LOCATION, SEE ARCHITECTURAL REFLECTED CEILING PLANS CD @ ® © ® • NOTES PROVIDE 200A-2oe112ov-3P 4W FEEDER FROM DISTRIBUTION PANEL "MDPL", SEE SHEET 6. THEATRICAL Ll6+-ITIN6 DIMMIN6 (RAC-K) PANEL "DP2" "HOUSE" Ll6HT FIXTURE, SEE SHEET E6 THEATRICAL Ll6+-IT FIXTURE, SEE SHEET El'I. CONNECTOR STRIP Y'l/(12) 20A TWISTLOGK CONNECTORS EVENLY SPACED OVER LEN6TH AND EVENLY DIVIDED OVER (6) 20/AMP CIRCUITS. @ INTRARED CONTROL STATION -SELECT SCENES 1-4 AND OFF G) CONTROL STATION (LCD TOUCHSCREEN) @ CONTROL CONSOLE WITH COLOR MONITOR. @ INTERFACE STATION. @ SEE MOUNTIN6 DETAIL C£j E~6 @ SEE MOUNTIN6 DETAIL @ E~6 NOTES THEA TRI GAL Ll0HT FIXTURE, SEE LUMINAIRE SGHEDULE "C" C.LAMP MOUNTED ON PIPE 36" LON6 (TYPE 'SO") POWER CORD (TYPICAL EACH FIXTURE) 1-1/2" DIAMETER SCHEDULE 40 STEEL PIPE, BY STRUGTURAL. SL/SPEND FROM 1-'>110 X 15 ABOVE. MOUNTING BRACKET, GONNEGTOR STRIPMIRIN6 GUTTER. 20A TWISTLOGK PLU.S AND RECEPTACLE @ STA6E CEILING. MOUNTING DETAIL FOR LIGHT FIXTURE "LL" B NOSGALE E26 E26 NOTES CD THEATRICAL LIGHT FIXTURE, SEE LUMINAIRE SCHEDULE. @ "G" CLAMP MOUNTED ON PIPE ® 36" LONG (TYPE "SO") PO~R GORD {TYPICAL EACH FIXTURE). © G6 X 13 CHANNEL PER STRUCTURAL. ® MOUNTIN6 BRACKET (TYP) 5 @ CONNECTOR STRIP/WIRIN6 GUTTER ~ G) 20A THISTLOGK PLUG AND RECEPTACLE @-/ @ 1-1/2" DIAMETER SUPPORT PIPE, BY STRUG TIJRAL. ® CONNECT TO STRUCTURE. MOUNTING DETAIL FOR LIGHT FIXTURE 11HH 11 A NO SCALE -JE•L PANEL 'DP2' LOC RM 130 2 ITEM/LOCATION LTG/RM 130 SPARE ~ (L)ONG--CON'TINUOUS VA ~ (N)ON--COl'fllNUOOS VA ~ DEMANMBLE (R)ECU'TM:LE * (K)IICHEN (#EQUIP O ) NOTES .. -- Date: 10-s-91 Job No.= 96 --- :~ 5 -I 5 -9 7 Pl.AN Cl-€CK SUSMITTAL ·-' 6 -20 -9 7 PLAN Cl-ECK RESUBMrTT AL 7 -8 -9 7 BUILDING PERMIT 7-15-97 FOR BIDS l0-Z0-97 FOR REBID VOLTAGE 120/208V, 3<1>4W BUS SIZE 225A I FE.J FROM "MDPL" M~lt-. 225A-3P MTG FLUSH ~II 'I AIC 10,000 tlEL-TPAL FULL ~EfJA * BKR/P'# <I> A ' <I> B ¢C •# BKR/P • • ITEM/LOCA llON ' 13/i'; 575 . , 3/, L I L ~G./RM 130 L r2 ,, 575 1L ' 575 ' ' ,,, 4 L : ;, i 575 'L 5 575 / L / 575 6 L 7 575 Va L / 575 L 9 575 '(o SPARE / L , 575 / 12 13• v· /t 14' 15 I v,6 / 17 / / 18 19 l{o / 21 [£ / ~ / 24 5750 cl> CONN VA. lCL I/A. C:ONII M.IPS PAffEL CONNECTED l('llA 5.8 Kl/A 0 A 2300 2875 19 2 F¼HEL OEMAND AMPS 20.0A 0 B 1725 2156 14 4 PANEL CONNtCTED AMPS 1~.0 A 0 C 1725 2156 14 4 HJGH cp AMPS W /l.CL 24.0A CATr 1 D/15/97 l \ r ·1 -- ' ' \ ' . ' . TI-tEATRIGAL LIGHTING DIMMING LOAD SCHEDULE FIRST LEVEL ROOM SCHEDULE VAN BWREN MJIIPERL-200A FEEDER FROM "MDPL H SEE SHEET E3 ---.. TO THEATRICAL Ll0HT FIXTURES ·.'IA CONNECTOR STRIPS---.... (ROOM 130.2) ----i ~--~ DIMMING (RAGK) PANEL "DP2" 200A-208/120V-3P-4W (NORMAL FEED TYPE) 0---,_ INTERFACE STATION (ROOM 131) -., ' ' ' ~ □~ □ L-=======-l INTEGRATED PROCESSOR UNIT (ROOM 130.2) INFRARED CONTROL STATION SELECT SCENES 1-4 AND OFF (ROOM 12e,) 4 5 6 CONTROL STATION (LGD TOUCHSCREEN) SELEGT (ROOM 130.1) GONTROL CONSOi E (ROOM 131) THEATRICAL LIGHTING DIMMING CONTROL SCHEMATIC NO SCALE - CONTROL MONITOR (ROOM 131) NOTES (DIMMING CONTROL SGHEMATIG). (D PROVIDE 3/4'G. -l-'>IITH l-'>IIRING PER MANUFACTURER'S REQUIREMENTS @ PROVIDE I l/4"G, -l-'>IITH HIRING PER MANUFACTURER'S REQUIREMENTS. @ PROVIDE GABLE PER MANUFACTURER'S REQUIREMENTS @) PROVIDE PROGRAMMING AND SOFT~'l<E AS REQUIRED FOR SYSTEM SET UP @ PROVIDE MANUFACTURER'S FACTORY COMMISSIONING FOR COMPLETE SYSTEM. ROOW AREA RM •130 @ PROVIDE TWO(2) HANDHELD INFRARED WIRELESS REMOTE CONTROL TRANSMITTERS GIRC.UITNO ZON!:: ZONE NAME/ ~~ NO OESGRIPTIO,l DP2-I I SIL DP2-2 2 5/L I DP2-5 5 SIL DP2-4 4 SIL DP:1-5 s 5/L DP2-b 6 SIL DP2-7 1 SIL DP2-6 e SIL DP2-'! 'I SIL DP2-IO 10 SIL DP2-II II 5/L DP2-l2 12 SIL DP2-15 15 SIL , DP:2-I4 14 SIL DP2-IS 15 5/L DP2-I6 16 SIL DP2-11 17 SIL DP2-I6 16 S/L DP2-l'I l'I 5/L DP2-20 20 S/L DP2-2I 21 S/L DP2-22 22 S/L DP2-23 2" 5/L DP2-24 24 5/L LAMPn1"E TOTAL I>IMMl:R HOOW! (ORA>ISl~E •OF FOATH-t; li<KI DESl6HA.TI IAMP5 INCAD I 24 INCAD I 24 INGAD I 24 INGAD I 24 INCAD I 24 INGAD I 24 INCAD I 24 INGAD I 24 INGAD I 24 INGAD I 24 INGAD I 24 INC,AD 24 INGAD 2.4 INC.AD ' 24 INC.AD 24 INC.AD 2.4 INC.AD 2.4 INC.AD 24 INC,AP 2.4 INC.AD 24 INC.AD 24 INC,AD 2.4 iNC,AD 24 INC.AD 24 NOTES{GOMMENTS ,- ,- SPARE ,- SPARE SPARE SPARE SPARE SPARE 1-SPARE SPARE SPARE SPARE SPARE SPARE - - ~ >-- - GONNECTOR STRIP Ill GONNEGTOR STRIP 112 CONNECTOR STRIP 113 CONNECTOR STRIPY 122 TECHNICAL SERVICES SUPERVISOR 123 COLLECTIONS COORDINATOR 124 MEDIA EQUIPMENT ROOM 125 MEDIA/GRAPHICS WO-RK AREAS 126 OFFSET PRESS 121 STORA6E 128 TEMPORAY PLATFORM AREA 12'1 STORA6E 130 AUDITORIUM 130 I VESTIBULE 131 VIDEO PRODUCTION ROOM 132 POST PRODUCTION ROOM 133 FOYER 133.1 JANITOR 133.2 OPEN AIR FOYER 131 GIRCULA TION WORK ROOM 138 CHECK-IN COUNTER 143 ENTRY 168 WOMEN IE:A MEN 110 BOOK DROP A B ' KEY PLAN Pro,-aon•• IIP'lah•..,.• aa&OO...hD ........ ... 811He 1101 8&n Dlqa, 0A 88108 S1■........0 ,_ 181.89N V.B.K.E, JOB NO. MS96O44 Car~slbad C~ty Library Cardwel/McGr,aiw Architects Architecture Planning Interiors ' FIRST FLQOA THEAlRICAL LIGHTING PLAN -SECTION •c• _ -1221 Second Avenue Seattle WA 98101 206 622-2311 '1p1 B Street +200 San Diego CA92101 619 i31-0751 , •