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9730 SW CASCADE AVENUE-4 O fV ON 1/V ESTERN STONE AND METAL CORP. 0 r 0 CL 4d S ANE CO ,. JEWELRY STORE 9730 S.W. CASCADE AVE. TI GAR DOREGON � � U `� >` Q � � I I NSI � t � � i Vi 0 4 KS ARCHITECTS PC ARCHITECTS 503-227-5616 KRAMER GEH LEN & ASSOCIATES, INC. STRUCTURAL Ei '4GI N EERS 503-289-2661 1 INTERFACE ENGINEERING, INC. MECHANICAL ENGINEERS 503-659-6394 INTERFACE ENGINEERING, INC. ELECTRICAL ENGINEERS 503-659-6394 -1 , P� C�r CITY OF T11ARD Approved......... ..... Conditionally Approved................................... For only the PERMIT NO See letter to:Follow................................................[ 11: Attach............ ...................................[ (: Anh Arit4mati- 97.30 -S-U) - By; �* --Date: U Ck File I. L,j Elcm-2-j I ! Fro JE 4 HerA L- CGRP, ---"Z(,* E 1-iINEfALAVG. SUI-r6 2-CkD Ij L IF-WX I),, LU Fj0112 -3414 Ll J ARCHITECTURAL STRUCTURAL MECHANICAL ELECTR!'!CAL NOTES TO GENERAL CONTRACTOR 1 SITF/ROOF PLAN si GENERAL NOTES & MISC. DETAILS mi FIRST FLOOR PLAN — PLUMBING El FIR' I FLOOR LIGHTING PLAN 2 DEMO PLAN S2 FOUNDATION PLAN M2 SECOND FLOOR PLAN, FIXTURE SCHEDULE PLUMBIN(, E2 FIRST FLOOR POWER PLAN 3 FIRST FLOOR PLAN S3 FLOOR FRAMING PLAN M3 FIRST FLOOR PLAN & DETAILS — HVAC E3 SECOND FLOOR LIGHTING & POWER PLAN 4 SECOND FLOOR PLAN & S4 ROOF FRAMING PLAN M4 SECOND FLOOR PLAN, EQUIPMENT SCHEDULC- HVAC E4 SCHEDULES/PANEL SCHEDULES/DETAILS BUILDING SECTIONS S5 FLOOR DETAILS 5 DOOR, WINDOW & FINISH SCHEDULES SIS ROOF DETAILS 6 EXTERIOR ELEVATIONS 7 REFLECTED CEILING PLAN 1, CONSTRUCTION TIMING 8 WALL SECTIONS & DETAILS A. GENERAL CONTRACTOR TO START WORK 9 INTERIOR DETAILS ON SITE S 10 INTERIOR ELEVATIONS 11 EXTERIOR DETAILS B. ALL WORK FOR CERTIFICATE OF OCCUPANCY, 12 Micr-c--LLANEOUS DETAILS OWNER MOVE IN, AND FINAL PUNCH LIST TO BE COMPLETE BY A71ZI�- 1, 1992, ULM 13 MISCELLANEOUS DETAILS Cr-)1901 Xg AM11TEM PC IMM CRA1111111111111111111 AN 1W i _-- _ - ___ __ _ __ �__ _ MWAXION $my imm I PON �Ve j7?-TH-$8 Do�'imrmT IS LESS 1.111111114111111111 111111:1111111,111 APRIL 26 1993 LEGIBtE T114N THIS NOTATION, 1777r 77r '1 8 IT f S DUE Tn THE QUAL TTY OF--- N.30 TIIE ORIGINAL DOCUMENT. 1!II�li11h!II Illli!ill Illlillll IIII 1111 IIII�IIII IIII IIIIIIllI�I l Illull� IIII IIII I!llllil IIII Illi IIII�IIII IIII II�II�IIII IIII�I L IIII rill iiil Illi ilii Ilf — 9 1 CT 1 9 Im 30X 4b 6 D �G c.JKM.EN Gt I'JLNC/t>P101»--.. -____ _ __ GOfLNEIz 06 �riyflVATk,+l 4 W,>�� ([. tt WALL ¢Wa,LLN�u LO9•1rrY URNr� OtY FuJunr�n0►1 GUMIII�R o+ /OUA1,7lrflU r r . REMO'J� W4LL K TWcl:N LOIMJabY I��MOVK WA;.L_ eltlWf�t�U G�•LU Ii I Ta q'-G"A FF ,rte GoU1MAl5 r0�1'-D' 4.f�F. I x got a` �,sv -- — 1= — ',147 — —r— x I •j � � rl I ____ ___,-_ 771 QrA N rn o i' Imo_ y =T� S r_ ���rNlr{ -- �= _� 2 FI I=I__� Z �r-r-j�G f I i It S nI�TIr�L WALL Tr:�' I sHT a - ' Fc DIMv 45'1L 1� -- I � _ RAG►. ,:0 4ruva Z 4 F, - � _ — •- — — - -- - =:: I ° �� -�� E11. � �+ .(( T sz C �I II _._------ 11 II • R L____- `�'I li it i N IL :I 11 11 I �/ I � 1gal Lu z it I y . _ � /,'1 III, � N. fps, 5�t12, 1: � ------- --••___- - -- -___ 9 U ,,1 �- __��7 14'r�( --?AIC, ?__- I,' - � �� 1 �I • r_ .F ,• -- it 1'1. IIRI •2 / PA\r--1FAL_ WALL- T/_ I I 11 11 ( 13 11 11 V IIttMJ II II II Q II 1 I Cie LA 41 1 4 I I I I I I I a.( GLAZ IIJGt I I I I / i I _ I F W - JA aT nt �b� — rr_AMR� t0 Lf mA.10 r c u14 l ail l2_ - - ---- -- --- - - - - - - - - I -- -- - -- ----- --- - -- - --- -- - --- ----- ------- , ------ -----_-i" --- - --r - - - -- - �'I _ -- - - - --- _ _ - --- -- ---- ILL. 8 7 Z • < 0 W NORM O > DEMOLITION PLAN—FIRST FLOOR F w »Mo, Pr AN L.EcElyD DEME, PLAN NCJTES z -- —� EXISTING WALLS TU REMAIN I O CONTRACTOR CONFIRM EXISTING CC.NDiiIONS AND W DIMENSIONS /� Fx!sYING WALLS TO BE REM�9VED r,'=, REMOVE EXISTING DOOR AND FRAME COMPLETE V J � W o JEX1571NG EXISTING ROOM TO REMAIN (tom O REMOVE EXISTING COUNTER AND SINK,SINKS ARE TO BE SAVED MNL STORED I-OR REUSE. SEE CONSTRUCTION EXISTING DOORS TO REMAIN PLANS FOR LOCATION S O REMOVE EXISTING TOILET FIXTURES-WATER CLOSETS AND URINALS ARE TO BE SAVED AND STORED FOR RE-USC. SEE NEW CONSTRUCTION PLANS FOR LOCATIONS 1 R EXISTING DOOR AND FRAME TO f� OF RE-USED IF CONDITION ALLOWS, y� REMOVE EXISTING WINDOW AND FRAME C014PLETC A NEW DOOR AND/OR FRAME MAY BE USED W/OWNER'S APPROVAL. C IN CIRCLE 1!4DICATES DOOR III LINE OF EX1STIK CANOPY ABOVE QF NEW LOCATION. pp 1XISTNG COLUMN t0 REMAIN REMOVE EXISTING CANOPY ABOVE 1'.14+STIN6 GOLUMNTO 3C ,ZFN�JWCD O REMOVE EXISTINf, FIRST FLOOR CANOPY [PLY OV ISTiNG STAIR TO PEMAIN 10 NOT 'IjSED 0 REMOVE EXISTING WALLS- SEE PLANS AND ELEVATIONS ,^ REMOVE EXISTING FLOOR FINISHES, CLEAN AND PREPARE SURFACES FOR NEW FINISHES- COMPLETE THROUGHOUT FIRST FLOOR U EYiSTING C13L MN TO'REMOVED ���1 �s AJifwNITEC'iS PC <8> EXISTING COLUMN TO BF REPLACED- SEE STRUCTURAL © IRM GRANMM7III AR 1M r- gEMP,VE ALL ExiSTiA;, CEiLiNGS, CEILING TiLE TO BE �� �,ro IS SAVED L STORED FOR RE-USE, SEE REFLECTED CEI IMG PLAN SHEET 1 FOR LOCATICINS M M MY MAM IL lommut1 iadow or in O REMOVE FLOOR SLAB AS REQUIRED FOR NEW REQUIRED ARadiwevs Fe PLUNKING Drawn By Checked RV 10LIG ' I Nob No. Date —f-LAN sheet Tltle tilv�h,�• 2 (_Il .. ..,:�..,.,. .. ....._.,,..-- ..,,..,�.,.,,_._, _.'•r'i�a/Nwll'w.aMRAN�wXwrRNMwaal PMelwrww..n..•w....-»n.w�n'.., • • II Ft TH38 DOQAIMI�NT I S DESS :III I I71111111 IIII'I II I�`T�i I 111 r� r i l i 1 111-171.77i FIII I I III III I I III III VIII I III III III II III III I I���I III III I I I A III III I IAPFOL LEGIBLE THAiJTHIS NOTATION, 1 I 1 `�i �"4 �`( ._I I I I I�1-- 10 I 1 �- I � ~ �� 993 -___-._1___ _1 � _ _ _ IT IS DUE TO THE QUALITY OF - -- - -- -- -- - --- - - ---- - - -- _ Na 36 - - -- -- THE ORIGINAL DOCUMENT. rr —�� I ETnil til IL E Z 51E II t �II ZIL lil, t1l I T lil I LIT STI 4 �i OUT rI I 9 I rill, t 1£�L i o ,w m �I1Ii111111111III1111111111±IIiIIIIl t IIIIiIIIII 11IIIII ll IIIA{fl ll,lulI Iilllllll i,IIII I I{Il�l!N I'Iii,ill IIIIIIIIu.illlllllll,l (►IIillillll,litill uu ,IRI IIu i.,iluil IIIA IIIAl IIIA IIIIIIIIIIIIII�IIIIIJII�I�II Illllkll I; C., i'L.4 r A D 5 Q I I (F 3) F04 (F 3D8 il D04 E.3 CE�) (D E.6 ce A �F 3 (D 0 (9 It f -11 10 1 1 u 3'-01/4 u 9 2,-6 7/0 4'-7 1/2" 25'-2 /4:5'-B 1/4' V-0, 21•-3'- 3 3/4* F �5 , 2IIi 9*-6 1/4*- 6*-6 1/4* II.-a 3 21--3- L I 12 L 0 u L U 0 z 11 % 4 - I ul) 0 A �_�F It ON a WING c 0 3) 41" to'-s' -0" to. 5 4" NEW 4* SLAB FOR ME 10'-0* 5,-D* -0. CONDENSINa UNITS- FcD VERIFY FIELD C) FIELD MELD SEE ME VERIFY 4- S #2 VERIFY VERIFY VIEW 2 r 10 ;.OL Ln ae VIEW 0 tr� 4.10r. 4 VIEW 4 A is VIEW 3 r-4 f SIARI PCIANI OF IL FtOGR CRO WERE-> -fArL (j) IFL 10, 7L.—COL I For, i VAULTc /3 WI I 2S SHOWROOM 31A SHOWCASES, 1YP O�S 0.1. jrft IIA A- 24�A It END BACKSTOCK 2 u3j 10 0 24 BACKSTOCK I )pp 4 MECH m NO If �N .2 SHOWROOM 2 21 JAN. .2 (D IV 0 VAULT -O ID NEW WATER HEATER A 2 1A SEE MECHANICAL ib- IZ4, 13, S* 110 23 0 -2 2 112 0 4 T W. \ SHOWCASES, TYP T I DR 23 ALIGN 248 NEW WALL 04 7- 111 W/EXISI. No SEATING 23A 02 u 3 \-j 10 CiRCUL to'-1I EXIST. �A EXIST STAIR O STAIR* 23-V* i'--2 Si-1 2 • Stuo WALL I ALIGN NEW `r (O 3 8* - - ------5'- TO FLOORS STORAGE WALL W/ IS 35A sZ - EXIST STORAGE 13 4: -VE ION PIE* WALL R COOLER 1`1 4 ALIGh NEW WALL ACH, 3"9A WAIVS7, - -- - - - -h- - ;v 0 IN 15 0 - 11-9. _LACE OF_S�W-02 IT ­-il ­­­� a STORACE 2'ND FLOOR z wa- ...... 25A 22A FAt — uj 0 ALIGN NEW JALL i-oovit WALL */EXISTING MAP I HOUR .152 111111 ABOVE HOUR EXIT ONLY 01"s WALL E 0 SEE SH 1 #7 1 WALL Ole 42 . 19 E nE -.(,A WALL, R STORAGE FACE QT \--/ -- ALIGN NEW WIEXISI SIDE -.E -ECH 1/4' E; MOOD �-ALIGN N 0 5/a MANAGER' W/EXISTING 'A MEC 6 04 I AU 5, W/EXIS1 NO 4 (1 PG .41.41,11 NEW WALL CC A WALL L 1 2 1 +Z-6 --j A. � -.j 171 �` 1. 7'-10 Zito- F.S ...... C-) 3­8 1/8 OR OFFICE s (q7 N MEN Jo WORK ROOM • zt NK X-1 3 �`"� 1,14 0 ALSEI �.r� I Is' ry 3 WOMEN-' 8. 041= r 1, ��Op k 00 a.. LW-2 1/4)L 12'-0 11j. 112* TRAINING 41 1!0, OVER AT 'a. t�r !u10 Ok A 0 SEE MECm SOL ALIGN NEW EIALL,IN V-3 1/4- SERVICE.AREA 'IS v• 7 0 *KND pi D EXIST.: ?r ASI 2 0 3 7 'A III HALL .5 325,2 4 DESK a 0 > ENO �?o rF D. A11L­fflWCASES 0 1 LLJ Be \e' V ,� / `O� XX BY — O.�j 5/8" a' AO 101-11 3/8 OE EXISTING LOB to :1 < j !9157 ELECT W) 4 > �ANELS (D SHOWROOM 3 is A lia LUNCH k uu SERM4E `w or 111.0711010 P NEW CURB > COUNYXR D EAR SYS wympme—amI I,ALKiN STOt BONS to I IA A 0 4 WfWALL _MS VXI ....... At ENTRY A' 6% - R ADMIN. E ........... D C) —iiiii-PRIN m I AD 19 A-) (27 . I ELECT. C, PLANTER LLLLROOM C RECESSM .9 SA roC IkSL OF r (2) 3' 2 1 7- j ".0 13-1 3/4 _!/B'- 13 • 7 LICE-— < 4 L�116IS NI f 4 4 J j W �) 4. AWIPM 016011 NEW LOUVER THRU WALL— rEX I Cr.2) D.$o"#3 WE SKY is .0 ABOVE WNVITW TO EXIST AWNINGS 18, 1 11 •^` A MATCH (EI-) 80T AT 10'-0* adw DF PALAPirow .1 1p AT E EXISTING. SEE MECH AFF b .. . ........ . ....... ....... ......... .. ..... 1 4 3*-0" ODE T.(:TYE WANNIO • a it' -RAKED TEXT C) EXISTING EXISTING PLANTER IL- EXISTING EXISTING PLANTER IN kkMP RAM" to I , 24- wj `:X TIN° *r$41; 51PLfWALK LIM r w Ln 119 U"04 Al K AN 6W E W, 15 z L]'_1 1 HANDICAP SIGN ce AT NEW SLAB BLUE STRIPING VNIRY 3/1'J 3 R ;V.-A" —HANDICAPPED EMBLEM PAINT V*WITF ON BLUE . ( ILA ASPHALT A PAZ("') gr NORIH -Qr )t 4" WIDE PARKING il STRIPE. WHITE, T 7 A, FLOOR PLAN w E ReVoticire 34 HALL Ax. 1/8.1-0 ;�)I JL to 16 91 ?�JJ 34A/ \ `iio FLOOR PLAN LEGEND PLAN SYMBOLS WALL SYMBOLS �,F NERAL NOTES, ti i FOR DEFLECTION CONNECTION DEtAILS, SEE EXISTING WINDOWS W/NO -MANGE% A. EXISTING WALLS TO REMAIN ON ALL NEW WALLS TO SThUCT @1 et�f EXISTING WINDOWS W/NEW GLAZING SEE 10 "MM1011113LIEM EXISTING TYPE I SHEAR WALL IS EXISTING TYPE 11 SHEAR WALL REPAIR ANY EXISTING WALLS THAT ARE DAMAGED DURING 11 If 8 (B SC14EDULE SHEET 5 q CONSTRUCTION 2611 `� 11M ­2111U-iM NEW SHEAR WALL - SLE STRUCT. NOT USED Oto NEW EXTERIOR WINDOWS - SEE SCHEDULE 20 to SHEET 5 I T-TT7r1M-1= 8 It 8 m 4* GLASS BLOCK 4 SEE FINISH SCHF.nULE5 SMEEI 5 FOR WALL FINISHES TO NEW INTFRiOR IMNDOWS - SEE SCHEDud UNLESS NOTED OTHERWISE, DIMENSIONS ARE 10 SHEET 5 OP -MAjNUF CC VAULT (NIC) W E S/8' GYP 00 CIENTERLINE OF INTERIOR STUD WALLS AND TO GLITSIOIE 1941 JKS ARCHITECTS PC ON 7/8- HAT CHANNELS EA 51 E FACE OF SIDING AT EX1tkiOR WALLS DOOR NUMBER. F DENOTED WITH AN *L' 5/6- GYP. 90 CA. SIDE ONS 1/2' MIL, STUDS 6 ALL 6* ExIERIOR WALLS TO BE FILLED W/1111-19 INSULATION INDICATES EXIS NG THESE DRAIIINGS ARE THE RIFFRIDGERA1011t 7 AT 15' OC, HOOMT TO 90T, OF FLOOR STRUCI. 0 PROPERTY Or JKS ARCHITrCTS TA 7 ALL 3 112- EXTERIOR WALLS TO BE FILLES WIR-11 INSULATION PC AND ARE NOT TO BE REPRODUCED IN ANY MANNER, 6' WD STUDS AT 16" 0 C W/ 5/01' GYP. 0 RM NAME ROOM NAME Ar NUMBER, IF MNOTED WITH EXCEPT NTH THE PRIOR 8 WALL NOTES AN *E* INDICATES EXIS71NO J4 INSIDE AND 5/8' �PDING OVER BUILDING WRITTEN PERVIS'.11014 Of JKS 5'-4- PAPER AND VAPOR BARRIER 04 112' PLYWD ARCHITECTS PC HEI; TO FLOOR STRUCTURE PROVIDE 518- WATER RESIST GYP THIS SIDE IN LIEU OF STANDARD WALL MAVRIki. WATER RESIST, GYP. E.A. SIDE ON 6- MTIL R PLAN. SEE FINISH SCHEDULE - SHEET #5 5/8" GYP 90 LA SIDE ON 0' MIL STUDS WATER RESISTANT TILE BALAER BOARD Dwron 4 Chw*md W ,/8 STUDS 16' O.C. HEIGHT TO 007 LIF FLOOR STRUCT GENE AL ALIGNMENT OF TILE AS SHOWN ON 0 1 DKF DKF/BRP- AT 15' OC. HEIGHT 10 BUT OF FLOOR STRuC1. 5/8- WATER RF 'ANT aY;' OVER EXISTING -�m I 91.57 10 / 16 / CYI NO FINISH THIS SIDE SED AGGRIGATE SIDEWALK TO 5/11* GYP. BE) EA SIDE ON 3 1/2- HTL. STUDS NEW EXPO AT 16' D.C. HEIGHT TO 38 1/4' AF.r \v.1 MATCH EXISTING PROVIDE SOUND INSULATION THIS WALL R PLAN INDICATES I HOUR FIRST FLOO'. a yam."� A CONSTRUCT16N WHEN DOED to WALL SYk#BDLS ABOVE. PROVIDE 5/8' GYP. BID. EA. 2 LAYERS TYPE 'X' GYP. 9D, SIDE IN LIEU OF STANEAR.' MATERIAL ­-­-----........ 0 RELOCATE EXISTING SINK TO NEW LOCATION m1Trj1jffm1ITffffu!1= MT1. STUC WALL - SEE PLAN FOR THfCXNESS AND 0 N()f,Ti I PATCH AS REQ'D FROM WALL DEMO - MATCH ADJACENT WAt I ENLARGED PARTIAL PLAN IE MPOPARY WALL 3 1/2- MTL STUDS AT W Ift- 0 C WITHI 5/8' GYP BID ON CIRCULATION 5101, SEE to ?o A 13 13 13 1 I I - 3 13 APRIL 26 10,393 r f III 1111111L LEGIBtE T114N ThISNOTATI 3 '?-TH-SO DO60i3fiJIT 1.9 LESS ON, 4 IT IS !)UE TO THE QUALTTY OF- 11F qqC BZ LL Z 91 1 111IT TIIE ORIGINAL UOICHIVIENT. 67- LTI-I 31 11 11111" '1111111111rill 3 !>/8- 4-1 1111 • 4 30-@ 3/4' AfF E3) E G -TOP X PARAPET AT 45 0' io-o* 55 25-0, 20'-0* ROOF AT UYUGHT TOP Of PARAPET AT rF.1) �E 3 CE4 F 2 F04 25-9 3/1. A FI` OE38 C04 C06 4) �9. TOP Cf PARAPET AT 7-9 3/4' A Ff 6-6 1/4* b-b 1/4'. 10.-5 1/2- 7'-2 1/4- -T- 6-3 YL4­ 10-5 516 .1-10 3/4" CENTERED IN'R&M 12 - 18 LOUA'W-- TOP OF SHED SEE AT SS'-3 3/4* AG F AND E-va'), 1 .02 T 4 BEL IE 4 u,, OPEN 1 II CII-) N 25 lz u C4-c BELOW I 1 4 ryp <4) EV I EXISIING ROOF 0 3,-0, 416" 0. , , - & 0)FOE {V ---- ALIGN LOW OPENING Rl WALL W 0*- —03 0% ------------ ----------------------- SHIPS LA 1-11" 4'-6' C) • L T-6, . � O' 2 \1 8 0 OPENING H M ACCESS I\ uo CRIPPLE WALL DOOR WING WALL+t Lu FT BELOW ROOF SHED - SEE 0 -PARAPET WALL LKA Itl 0 --- -- ------ .01" ALIGN RE'* WALL MECH UNITS --- ---- AL-IGN.WALL W/CORNER SEE MECH */BEND PT NORTH 00 MECH _MECH cl- CATWALK PLAN BELOW SHED _fA.1;�.NI NEW W I --ALION NEW WALL S,T, TYP El w E W/EXIST, TYP Z m- 7 7: :7 3 -M -7-7 < SHIPS LADDER c 5'-10 1/4- a • D,- ........... . ..... . ... SECOND FLOOR PLAN L-EGEND i `^ < WALL SYMBOLS I" FLUE FROM MAIN ,LOOP IN FURRED SPACE-SEE MECH. L� EXISTING WALL TO REMAIN\�--_ \` \1 S, Z(�� V) JJJ PROFESSIONAL VACAN I c:------ LxiSTING WALL TO BE REMOVED SOUTHWEST ACCT'G & Li—�,TS–u (D SYSTEMS of D "'A TAX SERVICE ffilrELKEE11101imem EXISTING TYPE I SHEAR WALL EXISTING TYPE 11 SHEAR WALL :7 GYP 80 EA SIDE ON 3 1/2GV - c� M*T1 STUDS AT 16' OC HEIGHT TO BUT OF STRUCT oK. MITCHELL, ( C.P.A IIIIIIIIIIIEZ:11111=31=2W NEW SHEAR WALL, SEE STRUCT WALL NOTES CEU FIELOCATT I ALIGN WAXIST" PROVIDE SOUND INSULATION MIS WALL z FRAME 4 (D LLJ CRAB EIAR-t\ ­03 CORRUCAr"" MTL FINISH THIS SIDE 0 JF ry 3 OPEN TO ROOF STIRUCTIJRE 0 WALL R(L�X (10ST NO FINISH THIS SIDE DOORFRAME. NEW ACCESS LADDER Lor SEE 6 Aic,*APE :-HOkA WALL KLOCArE Z- C'UST PARTITION 7W MEN EXIST SINk TO kEWAIIIII- \\-,.,IT URNA4 TO RfMAW - STATE FARM WOMEN CUT"EWPARTO A"co INSURANCE FOR"EW PARTITION LO-. EIQSI.-,e 10 ANE,REMOVE CITWER SINK PAdTI7 KIST 9W TO RENAIN EXIST WC 01� TO REM,'N PLAN SYMBOLS FOR REWAIN 4" OE G. STEWAPT INC. OE J,HAWKINS CO. OE EXISTING WINDOWS W/40 CHANGES EXIST WC VACANT TO REM" 77;�, 0 .1 TO DI NEW EXTERIOR WINDOWS - SEE SCHEDULE Cie SHEET r Aftr VACANT ROOM NAVE AND NUMBER !F DENOTED WITH AN U 0 aC EDGE of "E' IND,CA7S EXISTING fl FINANCIAL DO^R NUMBER, IF DENOTED WITH AN *R" `Lu JJ 0 NDCAlES ROOF DOOR ED 77 R21*-7* GENERAL NOTES 6 -ALIGN NEW W\LL WIEWW FLECnoN CONNECTION DETAILS. SE It NEW WALLS It) STRUC7. I TYP FOR DE E �v ON ALL .®r: E I DI 4 9M E 2 REPAIR ANY EXISTING WALLS THAT ARE DAMAGED DURING CONSTRUCTION z A-, I'D 1 11 U Os , - I , �-8.1 3 MATCH NEW FLOOR. VoALL, AND CEILING FINISHES "TH EXISTING ---------------------- -------------- ------------r------- --------- --------- --------------- 3 F < -------H ----------------------------------- t, I /1� 4 CONTRACTOR TO VERIFY EXISTING WALL LOCATIONS AND MAKE w F ADJUSTMENT'. AS REQUIRED NOTIFY ARCHITECT OF ANY 0 U ADJUSTMENTS PRIOR TO IMPLEMENTATION ALIGN END OF F r 14 5 ALIGN NEW CEI LING TO MATCH EXISTING z CANOPY OT 12 CORNS NORTH 5.2 0 SECOND FLOOR PLAN 3 NLLJ W E 12 Z Z ce LLJ < III— SLOPE TO DRAIN SLOPE 10 DRAIN V) Lu towbkM TENANT 1)CORRIDOR TENANT I r • ?3' SIGN I'D TOP QF PARAPET_ 13 MANAGER 01 9 SHOWROOM 3 01 CIRCUL. STORAGE 101 SHOWROOM 2 0 00 ttt TOP OF 12 /j/j, 7"T r2 "\ NOR FH/SOUTH BUILDING SECTION 1/6-1 0 SHED ROOF 5Oz 5 T S BEYOND C - SCE STRucl 'M PC L9 D oc 1991 Jxs ARMTM MW NA111111111141111M AN TW TOP OF PARAPET km 7 vm EXIST SECOND FLOOR LINE Aw"fav's PC D_KF BRR OCORRIDOR Dmm aNdLmd By 91.57 10 • kv• 91 )ob Me Em" F14191 FLOOR LINE SECOND FLOOR PLAN gvw. STAIR BACKSTOCK 1 202 CIRCUL. LOBBY CIRCUL WOMEN CIRCUL. MANAGER CI)STAIR ot 0 C3 1) 01 ot SIGN WALL ELEVATION 1'4 10 STORAGE S, MEN EAST/WEST BUILDING SECTION 13 Fara 110-THIS D06MINT IS LESS III III LLGIBfE THAN THIS NOTATION, I Jill III III 1111111i'111111 III 1 11111 APRIL 71,1111 01 1 111J 26 IT IS DUE TO THE QUALITY OF7--- �7T4 8 No 30 1 9�93 THE ORIGINAL D(.CUIIVIIENT. 11 �11 III 9T I el 11 1 1 111111t, 1111111111 �1111 1,111 - —F' IIj;!1!!II1J1II1II11 III,, III iiiliij Tilill 11 -CoV 8 L- V H Fc-i 3, M `03.2,� TO LOW T' b' 7 0 __P.R =31! ABOVE or FINISH SCHEDULE WINDOW SCHEDULE FLOORSBASE WALLS CEILING PAINT COMMENTS WINDOW OPENING GLAZr_ING FRAME _ ASSEMBLY NO TYPE WIDTH HT, HICK FYPE MAT'L FINISH HEAD JAMB SILL AILL,F,F. COMMENTS N0. I NOT USED ® 4' RUBBER BASE GYPSUM WALL BOARD [ 7 GYPSUM WALL BOARD COLOR ; PAINT HOLLOW METAL EX1 A 5 -O 3 -6 1 4 SPANDRELITE EXIST EXISTING 1$ 11 ----- 23 11 EXIST. _ - EX1 A STRAIGHT A. TAPE & SAND ONLY PAINTED FRAMES & DOORS COLOR B - - - -_ -_.__-_- ___ - __-_ -.__ VEY__EXISTJhIG QP ING-DIMENSr�S ___ �� NOT USED B. COVE B PAINTED A. WALLS, CEILINGS, FASICIAS LX2 B 10'-0" 3'-6" 1/4" SPANDRELITE EXIST EXISTING 18/11 - --- 2:x/11 EXIST. REMOVE EXISTING GLAZING- REGLAZE W SPAN-DRQ EX2 Q SEALED CONCRETE CM NOT USED SHERWIN WILLIAMS - ---- -- - Y EXISTN • OP NIN • pJ�SIONS [B� NOT USED ® CERAMIC PILE "RHINESTONE" 41235 2 PAINT WOOD RELITE EX3 N 0 U S E D _ _ t; 0 T USED EX3 A 6 X 8 © NOT USED FRAMES COLOR B - -- — -- ® NOT USED 7M 6" CERAMIC TILE COVE B. 12 X 12 B TRIM- EX4 - B — 10'-0" 3'-5" 1/4" SPANDRELITE EXIST EXISTING 16/11 SIM ----- 23/11 SIM EXIST. REMOVE EXISTIPJ GL/1 ING- R GLAZE W SPANDREL EX4 SHERWIN WILLIAMSEX1SLN.G Q-� -D� -" X4 A 6" X 8" COVE EM PLYWOOD & GYPSUM " EX5 A 4'-10" 3'-6" 1/4" SPANDRELITE EXIST EXISTING 18/11 ----- 23/11 EXIST. REMOVE EXISTING GLAZING- RE(+LAZE W�ANDREL EX5 [�] CERAMIC TILE B 6" X 12" STRAIGHT Wim] NOT USED BOARD TYPE "X" CEILING TOUCHSTONE" /217 -- - _--_ ___ Y_. Ek^_TiNfa -OPENING; GUENIn A 12" X 12" (CUT FROM 12X12) PAINTED0 B. 6" X 6" W4 ---- - - - - ---- -- -- ---- - - --- - -- - �4] CERAMIC TILE (6" X 12 NOT USED") TYPE _ - ON 6" CONCRETE CURB [M 2 X 4 LAY-IN CEILING 3 A - A 5'-$" 3'-6" 1 4" - -- -i �� '� � [M TEXTURED RUBBER TILE NOT USED WHITE GRID/ SG SEMIGL ISS 11 / SPANDRELITE ALUM. BONZE AN 16/11 SIM 4 k 22/11 SIM 21/11 ..M 3 -6 VFY HT. AFF W/ EXIST. WINDOWS A (CUT FROM 12X12) f---_-_ _ _-_ - _ _ - _- - _ A COLOR "CHARCOAL" -- - ' �� �� --- -- B COLOR "PEWTER" �] CLASS BLOCK WHITE TILE B A 8'-1 1/4 3'-6 1/4 SPANDREUTC ALUM. RONZE ANO 16/11 SIM 2/11 SIM,8/1 21/11 SIM ,S'•-F+" VFY HT. AFF W/ EXIST. WINDOWS B qp [� 3" RUBBER BASE EM 2 X 4 SUSP. CLG SYST. EG EGGSHELL - - --- - - ----- --- ---- -- - - --- - - A STRAIGHT WHITE GRID/ NO TILE C _ A 4'-9 5/8'3'-6" 1/4" SPANDRELITE ALUM. RO_NZE_ANO 16/11 SIM 8/13, 19/11 21/11 SIM 3'-6" VFY HT. AFF W/ EXIST. WINDOWS - C ( ) O I LF7] CARPET B. COVE �1 VINYL WALLCOVERING D A 5'-10" 3'-6" 1" INSUL. ALUM. RONZE ANO /11 4/11 SIM,1/13 13/11 16'2 3/4' VFY HT. AFF W/ EXIST. WINDOWS D \•�/ ON GYPSUM WALL BOARD EXPOSED TO STRUCTURE EXAMPLE. __._..__ --__-___ _ -_-_ ---_ (F�] ENTR1 MAT A PATTERN c A 5'-2" 3'-6" 1" INSUL. ALUM. RONZE ANO 5/13 1/13. 4/11 10/13 16'2 3/4' VFY HT. AFF W/ EXIST. WINDOWS F ® ALUMINUM SECTION O HARBORWEAVE [� 7/8" EXTERIOR GYPSUM !-COLOR 3 _-_- _ --_ -- -_--__ ® FAISTING CONCREIE GLASS WALL SYSTEM B PATTERN. SOFFIT- / G N 0 T U S E D N _0 T U S E D G (� BOARD PAINT AEG GEO-RIB H N 0 T U S C D - - U ® GLASS WALL SYSTEM ® SKYLIGHT TYPE — - -- -- -- -- --- f J B 10'-10 3 -6' 1 INSUL. ALUM. RONZE ANO /11 4/11 SI 13/11 16'2 3/4 VFY HT. AFF W/ EXIST WINDOWSNO ROOM NAME FLOOR BALE WALLS PAINT CEIL G PAINT HT, COMMENTS NOK e 1o'=s'` 3'-s" ja" SPANDRELITE ALUM. BONZE ANo ,shitsI�A,9/1, 2;/„ 16'2 3/4' VFY HT. AFF W/ EXIST WINDOWS- --- - K- W g L Es 11'-O" 3'_-6" 1" INSUL. ALUM. BONZE ANO 3/11 9/11,4/11 13/11 16'2 3/4 VFY. HT. AFF W/ EXIST, WINDOWS L 1 VESTIBULE F5A, F8+ B6, B3B W7A, W8 N/A Cl AEG 8'-0" • REFER TO FLOOR PLAN FOR LOCATION 1 -- -- - - -- ---- - - - --- __-_-____ __-_ - --- ---- - -- M B 10'7 3/$' 3=6" 1" INSUL. ALUM. RONZE AN 3/11 4/11. 25/11 13/11 16'2 3/4' VF Y. HT. AFF W/ EXIST, WINDOWS M • ice. 2 ENTRY F5A B5B, B4 W8 N/A C5 N/A - 8'-8" 2 - - -- --- - -- - - - - --- --- -___--_ -- __ - -_ N B 10'$ 5/$' 3'-6" INSUL. ALUM. BONZE ANO 3/11 25/11, 8/11 13/11 16'2 3/4' VF Y. HT. AFF W/ EXIST. WINDOWS N � - - - - 3 PLANTER F5A B3B, B4 W26 N/A C8 AEG TO STRU 3 x _____B - - - - - ---- --- -- , FY. FW ------- - ---- - - -- - - --- -- - --- - P C 4'-0 3'-6 1/4 ONE-WAY H.M. PAINT 7/9 SIM* 12A/9 7/9 SIM- + 16'2 3/4 VFY. HT. AFF W/ EXIST. WINDOWS, + �;,; P 4 PEARLS FISA BIB WlB W6 AEG C1 -_- AEG 9'-0" 4 _ -- _ -- --- --- - - / - - - -- .w AroS� -- --- - - -- - -- 0 C 4'7 5✓8" 3'-6" 1/4" ONE:-WAY H.M. PAINT 7/9 SIM* 7/9 SIM + 7/9 SIM + 16 2 3/4" VFY. HT AFF W/ EXIST. WINDOWS, 0 I Leu OF/2' Go, Q 5 (-RAINING F6B BIB W1B AEG C5 N/A 9'-0" 5 --- -- __ - __- -_---_--_ -- _.__ -. _ -_ - _--_ - --__- - ---_®-- R N 0 T U S E D _ _N 0 T U S E D R ,n c 6 MANAGER'S OFFICE F6B BIB W1B AE!, C5 N/A 9'--0" 6 --- --- - -- - -- - - - - __ __-- ---. - -- - - - ----- S A 5'-8" 3'-6" 1" INSUL. RONZE ANO /11 4/11,22/11 SI 13/11 16'2 3/4' VFY HT. AFF Y1/ EXIST. WINDOWS S v, 7 SHOWROOM 3 F7 BSA W76 N/�1 CS N/A - 9'-0" _ 7 ----- --- ;,- ;- - ---ALUM. -- - -- -- -- - - - - - - - -- - - - --- --- -- --- - -- T A 3 -8 3'-6 ' 1 ` INSUL. ALUM. BONZE ANU /13 4/11 10/13 16'2 3/4' VFY HT. AFF W/ EXIST WINDOWS T 8 BA_CKSTOCK 3 F6A 85B W1 B AEG CS N/A 9'-0" g --- --- -- -- - --- -- - - _ _ b - - --- - -- ---` U A 4'-0 1/2"3'-6" 1" INSUL ALUM. RONZE ANO /13 4/11, 9/13 10/13 16'2 3/4 VFY, HT. AFF W/ EXIST. WINDOWS U H 9 CIRRCULATION FSA 651 W7A N/A Cl, C5 + AEG 8'8", 9'O" + REFER TO CEILING PLAN FOR LOCAT'N 9 - -- - - - - - --- -- - �••� 10 BACKSTOCK 2 F6A B18 W1B AEG C5 N/A 9'-0" 10 --- - -- - - -- -- ---- -� AA N 0 T U S E D - - N 0 T U S E D AA vi 11 SHOWROOM 2 F7 B5A_ _ W6. W7B N/A C5 _ N/A 9'-0" 11 - - --- --- - - -_ -_ 12 SEATINti-------- F7 -- BSA W7A --- N/A - - C5 N/A 9'-0" -- - -- - - 12 BB E 6'-O" 2_10" 1/4" CLR. PL. G`'P. BD. PAINT le/u 17/13 sm. Ier3 17/13 _ 4'-2"--- --- - BB CC E 6'-10" 2'-10" 1/4" CLR. PL. Glr=. BD. PAINT +e/Is 17/13 >�• 12/13 17P3 q'_2" CC � 13 CLEAN & CHECK F68 BIB W7A N/A C5 N_/A 9'-0" ____ __ _ 13 DD _ D 6'-0" 1'-4" 1/4" ONE-WAY WCOD PAINT 2A/5 2A/5 SIM 28/5 3'-4" _ - _ DD 14 VIEW 4 -- F7 B5A W7A N/A C5 N/A 9'-0" - - 14 FF N 0 T U S E D - �- --- - N 0 T -U S E D FF - --- ----- ------ 15 VIEW 3 F7 85A _ W7A N/A _ C5 N/A 9'-0" 15 -- - - _ - -- - -_-- - -� -- GG D 6'-0" 1'-4" 1/4" ONE-WAY WOOD (PAINT 2A/s_ 2A/5 SIM 28/5 3'-4 _ GG 16 VIEW 2 F7 BSA W7A N/A _ C5 N/A 9'-0" 16 HH D 6'-0" 1'-4" 1/4" ONE-WAY WOOD FAINT 2A/5 2A/5 SIM 2B/5 3'-4" HH 17 VIEW 1 F7 65A W7A N/A - C5 N/A 9'-0" _ 17 -- - ------ ----- --- --- ------- -- -- - -- JJ N 0 T __U S E D N 0 T U S E D JJ 18 VIEWING F5A 85B W6, W7A N/A Cl, C9 AEG '7",23'2" + REFER TO CEILING PLAN 18 - - -- -- - __ _ _ _ KK D 6'-0" 1'-4" 1/4" ONE-WAY WOOD PAINT A/5 2A/5 SIM 28/5 3'- �" KK 19 VIEW 5 F7 65A W7A N/A C5 N/A_ 9'-0" 1 g ---- _- - --- - ----- --- --- ---- �� ----------- --- -- - - - ------- - ---- LL N O T U S E D N O T U S E D LL 20 VIEW 6 F7 B5A W7A N/A C5 N/A 9'-0" 20 -- -- ---- _-_.__ _ -_ _.._ _ __ ____ _-- _ _ - "-- - -- -- ---- - - - - --- - -- MM C 6'-0" 4'-0" 1/4" CLR, PL. H.M. PAINT 7/9 SIM 7/9 SIM 7/9 SIM 3'-6" PAINTED LETTERING REFER TO 5/10 - MM Qt,7 2.1 JANITOR F6B 116 W1B AEG C1 N A 9'-0 21 - - --- - -- ---- - ____... _ NN D 6'-0" 1'-4" 1/4" ONE-WAY WOOD PAINT 2A/5 2A/5 SIM 26/5 3'-4" _ NN � 1 22 CIRRCULATION F5A B58 W6, W7A N/A C1, C5 + AEG 8'8", 9'0" + REFER TO CEILING PLAN FOR LOCAT'N 22 - - - - --- ------ - -- --_-- _ _... ---- _-_-- - - PP N 0 T U S E D N O T U S E D - PP O 2.5---SHOWROOM 1 F9 N/A W1A N/A C6+ N/A 9'-0" • INSTALL ALL LIGHTS, GRILLS, ETC EXCEPT TILE 23 -- - -- - - -- - --. O .- -- - -- -•--- ---- - QQ N O T U S E D N 1� T- U S E D QQ 24_ BACKSTOCK 1 F9 N/A Wl A N/A C6+ _ N/A 9'•-0" • INSTALL ALL LIGHTS, GRILLS, ETC EXCEPT TILE 24 - -- -- __ _--_- 25 STORAGE - F6B B1B W16 AEG__ C_5 N/A 9=_0" -- 25 RR C 5'-11" 4'-0 1/4" CLR. PL. H.H, PAINT 7/9 SIM 7/9 SIM 7/9 SIM- 3'-6 ALIGN HEAD W/ EXIST BEAM -_ RR 0v 26 SHOP F6A 611 W1B AEG CS N/A 9'-0" -- 26 - SS C - 8'-0" 4'-0" 1/4" CLR. PL. H 0A. PAINT 7/9 SIM 7/9 SIM 7/9 SIM 3'-6' - ALIGN HEAD W/ EXIST. BEAM ---- - SS !B� 1=- _ _ _ TT C 8'-8" 4'-0" 1/4" CLR. PL. H.AA, PAINT 7/9 SIM 7/9 SIM 7/9 SIM 3'-6 ALIGN HEAD W/ EXIST. BEAM - TT 27 SERVICE AREA F5A,F6A+ B56 W7A N/A C5 _ NIA 9'-0" + REFER TC FLOOR PLAN FOR LOCATION 27 --- -; „ - T - _ _ _____ 28 LUNCH F6B B18 W1B AEG C5_ _ N/A _ 9'-0" - - 28 UU C 4'-J;_ 1!4 - 1/4 CLR_ PL, H.M, FAINT 7/9 SIM 7/9 SIM 7/9 SIM 4 -6' -_ UU VV N 0 T U S E D N 0 T U S E D VV 29 SYSTEMSADMINISTRATION F6B _ B1B_ W1B _ AEG C5 N/A- 9'-0" -- _ 29 - - --- - ----- - - - - _ - >0.W W N O TU S E D _ __ __ _ N 0 T _ U S E D WW ae 30 WORK ROOM - FGE 611__- W1B A_EG- C5 N/A - 9'-0" - 3_0 XX D- 6'-0" 1'--4" 1/4" ONE-WAY WOOD PAINT zA/5 2A/5 SIM 2B/s - 3'-4" XX 31 C_IRRCULATION _ F_5A B5B - W7A_ N/A C5 N/A- 9'-0" - - - --- - 31 LL. -l'-- - - Q32- MEN :'�iB ce 63A W2A N/A C1 ASG 9'-0" 32U 33 WOMEN - - F58 63A_ W2A__- N/A Cl - ASG 9'-0"_ _ _ _ _ 33 OPEN'G DIM., EQUAL EQUAL OPEN'G DIM. OPEN'f, DIM. 0 EN'G DI .....J 34 HALL _ F68 - BIB W1B _- AEG C1 _ AEG 9'-0" ^_ _- _ _ - - 34 _ �( Q ► 35 EXISTING ELECTRICAL_ EXISTING N/A W1 A -- N/A EXISTING N/A [=XISTING -- - - - 35 36 MECHANICAL - - _ F3 N/A W1 A _ N/A C7 N/A TO STRUT. _ _ _ _ 36 _ W 37 VAULT FSA B5B W7A N/A Cl ASG 8'-0"- - 37 c, „ - 5/13 GYPSUM BOARD r ,r, \\ W \\ \\ \\ W \\ \ _ UJ 38 STORAGE F6A BIB W1B AEG CS ASC 9'-(. _ _ _ _ _ 38 39 STORAGE F6A B1 B Wl B AEG C5 ASG 9'-_0'� - o a a WALL FINISH PER FINISH SCHEDULE 40 STORAGE ----- v---- F6A- BIB --.--- W1B AE('--- ASG 9'-0"--- ----- - ----_..---- - - __ - ---- 40 - •� z - —--- - - - --- ------ --- ____C5------ --- - ---- - ----- - - -- 3 1 2 METAL STUD TRACK ----_ __.-.__---- — TYPE "A" TYPE "B" „ „ „ „ ►► 201 MECHANICA_ F3 - --- W1A N/A C7 - N/A -- TO STRU ------ � _-� -- ---- "- 201 TYPE C TYPE D TYPE E -- 4 X 6 HEADER � —--- ----- --- -- - - -- -- - - - -- — i ALUMINUM ALUMINUM HOLLOW WOOD GYP. BD. - wooD SHIM Z FRAME WINDOW FRAME WINDOW METAL RELITE FRAMED RELITE FRAMED RELITE 1/2' 2" WOOD TRM- O PAINT W � t i ' DOOR SCHEDULE WINDOW TYPES _— 3/4" x 4 1/2" WOOD I Q z • TRIM (KERFED) I ++ z Z DOOR OPENING DOOR FRAME ASSEMBLY '/4„ - '-°" $ HEAD S 0 E JAMB PAINT NO, STG'S- N0. TYPE WIDTH HT. THICK, MATERIAL FINISH GLAZING MATERIAL FINISH HEAD JAMB SILL D FIRE RAT COMMENTS BRASS CLAD O SIMILAR 1/4 ONE-WAY PATCH RAIL p un m S Pa1SHEc PGUSKD / Z 3" 3 4' GLAZING 1X A 6'-0" 7'-O" ---- ALUM, BRASS CLADDING 3/4" T. ALUM. BRASS cLADDINc 5/11 ----- 1513/11 1 ----- PAIR OF DOORS _ \ _ -- ------ -�_...- --- -_-_ / ------ -- - � -- -- 3/8" TEMPERED - # LLJ l A A 6'-0" 7'-0" ---- ALUM. BRASS UADaNO 3/4" T. ALUM. BRAV CLAWNG 5/11 20C/11 151_/11 1 ----- PAIR OF DOORS GLASS HOLLOW METAL STOP DIMENSION 4R B 3'-0" 7'-0" ---- EXIST. PAINT -- --- XIS PAINT 7/9 7/9 ----- 2 ----- --'�� '� VARIES O JAMB -- - - -- -- __ - / -__- -- — _ E TO BE HOLLOW MET/ RELITE FRAME 5R B 3'_-0" 7'-0" ---- EXIST. PAINT ----- EXIST_ PAINT 7/9 7/9 ----- 6 ----- EE NOTES A & B. BRASS CLAD \ INTERIOR r EXTERIOR PUSH/PULL 6R B 3'-0" 7'-0" ----- EXIST._ _ PAINT ---- - E.XIST PAINT _ 7/9 7/9 ---- 7 ----- EE NOTES A & B, ----Revh;one 8A B 3'-0" 7'-0" 1 3/4" H.M, - PAINT - - H.M. PAINT 7 9 7 9 ----- 2 ----- - ---- BRASS CLAD _ - - - _ e+l \ . ALUM. RAIL 2 X 4 FRAMING FINAL ISSUE 10-16-91 11A B 3'-0" 7'-0" 1 3/4" H.M. PAINT ----- H.M. PAINT 7/9 7/9 ----- 2 ----- ` 111 B 3'-0" 7'-G" 1 3/4" H.M, PAINT_ ----- H,M. PAINT _ 7/9 7/9 ----- 2 ----- 13A C 4'-0" 7'-0" 1 3/4" S.C.WOOD PAINT 1/4" T H.M. T PAINT 7/9 7/9 -_- ---- - 9 ----- TYPE A TYPE P TYPE C 21A B 4'-0" 7'-0" 1 3/4" S.C.WOOD PAINT ----- H.M. _ PAINT 7/9 7/9 - ---- 8 ----- -- - (B) SILL_ -- -- ------- SWINGING ENTRY FLUSH DOOR FLUSH DOOR - 22A B 3'-0" 7'.-0" 1 3/4" H.M. - PAINT ----- H.M,_ _ PAINT_ 7/9 - 7/9 ----- 4 1 HOUR FL FULL RELITE - ------ --- - - DOORS- PAIR 23A B 4'-0" 7'-0" 1 3/4" S-C.WOOD PAINT_ ----- H.M. PAINT 7/9 7/9 21/13 13 ---- - 24A B 3'-0" 7'-0" 1 3/4" H,M, PAINT ---- H.M. --- PAINT 7/9 7/9--- ---- 2 ----- 24B B 3'- 0" 7'-0' 1 3/4' H.M. PAINT ---�-- H.M. PAINT _ 7/9 7_/9 _ ----- 2 -•---- DOOR TYPES WQ� FRAM= RELITE DETI�ILS - -- 25A B 3'-0" 7'-0" 1 3/4" H M. PAINT ---- H.M. - PAINT 7/9 _ 7/9 _- ----- 12 1 HOUR O1/4" - 1'-0 5 " " 26R B 3'-0" 7'-0 ' EXIST. EXISTING PAINT ----- EXISTING PAINT 7/9 7/9 ------ 5 ---'=- EE NOTES a ac 9, 3 - 1 -0 28R B 3'-0" 7'-0" EXIST. EXISTING PAINT ----- H.M. PAINT 7/9 7/9 ----- 5 ----- ,-RELOCA OC 1991 JKS ARCHITECTS PL' -- - - I -- -- - 5_ 29R B 3'-0" 7'-0" EXIST. EXISTING PAINT -- --- XIS IN PAINT 7/9 7/9 ----- 7 ----- RWW-EJ & ---- SIGN PAINTED --- -- - - - - ------- - _ _-- -- --_ -- -- --FRAME TO_BE_hQLLQW_MEIAL TYP. ON DOOR (NIC) Ht;E DRAWINGS ARE THE 32A B 3'-0" 7'-0" 1 3/4" S.C.WOOD PAINT ---- H.M. PAINT 7/9 7/9 11/13 3 ----- o Z"' INTERSECTING STOREFI!ONT PROPERTYOFX% ARCHITECTS -- _ PC AND ARE NOT TO BE 33A B 3'-0" 7'-0" 1 3/4" S,C WOOD PAINT ------ H.M. PAINT 7/9 7/9 11/13 3 ----- - -- - _ 1/a" FLOAT ELEVATION SEE 1C/S REPRODUCED IN ANY MANNER, T --- --- — --- --- ----------- - --• ----- -- __ __ ___ GLASS ABOVE — EXCEPT WIT(/ THE PRIOR +ry 34R B 3'-0" 7'-0" EXIST, EXISTING PAINT ----- EXIST. PAINT 7/_9 7/9__ _ 5_ _ �`' 3'-6" Arr _ WRITTEN PERMISSION of wcs ___ ARCHITE IS �'C I 1 \ _ C SHOWN EXCEPT AS . 35R B 3'-0" 7'-0"_ EXIST. EXISTING PAINT ----- EXIST_ _ PAINT EXIST. EX9S_T_. ---�- _-- EXIST,`_ EE NOTE A - � 1 -- - 36A B 5'-4" 7'-0" 1 3/4" S.C.WOOD PAINT -- H.M.- T PAINT - - 7/9 - 7/'9 - ----- lO ---- PAIR OF DOORS, EO. LEAVES IL. /' , \ I L _ A 14 L '/ \� L. �' ` - -` --- - ^y 7 — ——— --- — — -- —— --- Y --- —— ————— + VAULT DOOR YMiH SECONDARY O TYP. J L J y�r � W7A + 3_0' 7'-0' STL. MFR. ST[_ MFR. BY MFR, B1 MFR, BY MFR, 9LALlA&Q9AW - - , ! 1 a" LAM i' • \ - ti 38A B 3'-0 7 -O" 1 3/4 S.C.WOOD PAINT - ---- H.M. PAINT 7/9 7/9 - --- -- , ----- ? -- -- (wHe GLAZING rr GL 9'1 s7 1a16•91 Job No Do" 40A B 3 -O' 7 -0 1 3 4" S.C.WOOD PAINT -- - H.M -- PAINT 7 9 7/ -- -- --- -- - - - ------ , L. I-• L. L. L 1. - .L, L. L, 39A B 3 -0 7 -0 ' 1 3 4" S.C.WOOD PAINT - H.M PAINT 7 9 7 _ -/ / /g - ---- ? ----- / ALUM CLAD Sim. ROOM FINISH R1 B 2'-6 3 -0' 1 3/4" H.M. PAINT ----- H.M. PAINT 12/12 17/12 22/12 11 ----- ROOF ACCESS - - --------'-- - / ------ PAINT- 12/12/--- - _ ---- ----- MULLIONS -- _.._.._- --- ----- -- ------ ----- DOOR do WINDOW R2 B 3'-0" 4'-6" 1 3/4" H.M, PAINT H.M. PAINT 12 12 SIM 17/12 SIM 22/12 SIM 11 ----- ROOF ACCESS A -- -- ------- - - -. -- _ --------. ..-_--- 1 TYP. AREAS FOR PAINTED SCHEDULE - - _ ' GLASS LETTERING SMrt Ttk VERIFY TEXT, STYLE, -- --- -- - -•- LAYOUT, COLOR W/ - - shm Na --- 1 A NORTHEAST ELF..VATION OWNER NO�kTHEAST ELEVATION NORTHWEST ELEVATION DOOR SCHEDULE NOTES: A. RELOCATE EXISTING DOOR, FRAME & HARDWARE, REFER TOSHEET 2 LOCA110NrOR EXISTING DOOR ) ^DT FR NT ATI `' D. REUSE EXISTING HARDWARE " M WHERE POSSIBLE 'O MEET NEW 1/4- V-0- HARDWARE -O HARDWARE TYPE, HN - - - ------ - _- -- ---- -- - - ---- -�- 13-- -- LEGIBLE 'fEtAN '('NIS NOTATION, I I I i I I I I I I l I I I I I r r • " j e THIS D04AIMEV I S LESS I I 1 I 1 I I I I III I I I I I T 1 !31 1 f I I I {,' Iii I � I III I I �� X11 1`,'� II1� I I1 � 1_ I ► I I � III � � II I � III I � + I III I � I APRIL 2E 1993 I IT IS DUE TO THE QUALTT'i OF - ITT — No 77� SL—._..- =� �� 1�J— _ � i 1'IlE ORIGINAL DOCUMENT. _ �0C , I 9GI LIT, I Z 16Z I S tL L 8i Bt L1i Ai Sfli fit Si ZI I Ti t 8 �8���4T*111111111 £ ITnl�lllll Illl ILI (III IIII,IIII (III IIII►,1111,111 Ill1111U IIIllllll 111111111 11111111(III IIlI 111111111 (III IIIIIIIII1191, 11 LII�I�IIII1111111111111111 121111 IIII�IIII ►III(III(III IIIIIIIIIIII (III (III 111101!,( 11 :III (III III (III UItiNII, EXTERIOR COLOR SCHEDULE COLOR "A" SIDING (NEW AND EXIST'G.) L EXISTING WOOD STRUCTURE AT (A SOUTH SIDE CANOPY COLOR "B" SIDING (NEW ONLY) COLOR "C" NEW PAINT FOR EXISTING (fp METAL CANCIPY NEW SIGN T2 COLOR "D" SIDING (NOT IN CONTRACT) 10 NEW EXISTING SHED ROOF BEYOND NEW WOOD SIDING TO I'-A;NT ALL WINDOW FRAMES COLOR 1" PAINT COLOR MATCH EXISTING P Aft iK—t_FR A iiiTG_ LA TypNEW WOOD T. & G SIDING TO MATCH CS4 1 EXISTING IN VERTICAL PATTERN o r". 0% II 'c'4 ---2 NEW SIGN c: APF­?OXIMATE LINE 0 "--OF EXi-7T'G ROOF OPEN (N I.0 to ------OPEN 2_1 LEC;P-ND T 0 EK.ST'G PARAPET 'T' 0 CE EXIST'G WINDOW W/ NO CHANCES I I IT " 5" C) (E;­)1 �0�, EXIST'G WINDGN W/ NEW GLAZING, SEE SHCEDULE E E E ED OE E O @ O �J E J@ I E 8 0. ROUG I NEW WINDOW SEE SCHEDULE M j CIN _ _ REPLACE THIS BEAM m REPINE THIS BEAU all LA. OA -oz 4=1111 Iq� 41 ��� W/ BFAM REMOVED FROM W1 BEAM REMOV -e LAST EVU OF TH Au D I Rl�- 'ILR EXISTING WOOD SIDING EAST END OF THIS ELE V E" EX (-_X2 NEW WOOD SIDING 41 E XC32 <E II ((X 2) �23 I \CX 2 X2) 'X,2),, (E X,)\ FINISH FLOOR NE CA NEW S�QREFRONT SEE 1 XISPT'4 &EAA-40 IjXI_t4T4, EXISTING SIGN TO BE REMOVE EXISTING FIRST - tv SaF_ -CH. REMOVED - PATCH 4fW Ds 111 A.MF CA 2 TC' MATCH L FLOOR AWNING THIS LJINVCw MUL-A_ (PAINT) NOTE: REPAIR OR REPLACE DAMAGED WOOD BAY ONLY. STRUCTURE AS DIRECTED IN THE FIELD NEW BUILDING TENANT SIGN BY STRUCTURAL ENGINEER. (N.I.0 SEE DEMO PLAN SHEET NO 2 FOR XTE NT TO BE REMO.VED-,. PA-ICH SIDING TO MATCH EXIST'G. O SOUTH ELEVATION r- 1/8*.l-D 5 4 3 2 2 3 4 "SHED" ROOF :1 PARAPET BEYOND N NEW SIGN LJ z NEW SIGN (NOT IN CONTRACT) (NOT IN CONTRACT) FOR TYP ELEV. o BACK Of-- 1AING WALL BEYOND AT PARAPET WALL. 3 SEE(�D HOT Of FRAMING - APPROXIMATE LINE 4 4 APIDROXIMATE LINE YYY OPEN o OF EXIS'T'G, ROOF - 0 F EXIST'G. ROOF p .4--j"•_` .- - -..-r'-'o-- ..�--�-_-.6;';- _7 E WMOA EXJ$T1N6 SIONAUE AW� FATCH E16ST1,111iM,10M ✓ j PEW6VE bn�� "D J ae AT EY CL >= 1 0 ROMiGoi PENIN UN Z, _0A 13 G E LO w CG) (D -3 0 RO JGH EXIST*G .')NISH :JI�Tl h u FLOOR �NIE- -7­7 __pfi Lu r ;ass 0 1. / . ." / /" / / /I / . I . . I-p- --� rN In CK Ir v BOTx LLJ OF NEW 'I, (PA.41) x LLJ 00 LAJ < z LINE O 17 FINISH rLR Lj AT SPLASHBLOCX A, z • SPIASHBLOC* BASE OF D.S. NOTE- FOR TYPICAL NOTES AND DIMENSIONS, SEE 4 OR B-,SE OF D 5 NOTE FOR IYPICAL NOTES AND DIMENSIONS, SEF �0 0 Q V4r �,EIIE 0 EAST ELEVATION WEST ELEVATION \I,�61 0 V) z F04 F 3 F.2 ( F OE04 E-3 (g G E D04 D (C::66 C.4 CA cv_ 08F, LIJ < LLJ NEW SIGN 2 LINE OF NEW ROOF (NOT IN CONTRACT) 4 TYP 12' 1 TO NEW PARM-ET Q12 I*SUL: 1011(.1 10 NEW WOOD SIDING TO NEW SIGN APPROXIMATE LINE .1 MATCH EXISTING (NOT IN CONTRACT) r" OF EXiST'G, ROOF TO NEO PARAPET TVP, 10 APPROXIMATE LINE NEW WOOD SIDING TO OF EXIST'G. ROOF MATCH EYISTING T.0 E)OSTING PARAPET "o, REMOVE EXIT'G. SIGNAGE; PATCH N XNTIN AND REFINISH EXISTING SIDING, w) L (N)'I N M L K E *8 ARCMrTECM PC ti .4 7'- �A 1991 04 I=DRAUM illi 11� W Al"11111111 FI(IS7'G FIN FLR LINE AOS N 81pGK K2� r AV MONK 1111�11 cr IC vr" ,1*Pam C( provem PC x 01/ •'J v q-, Lao Z, FLR [XISTO FIN UNI -57 10 91 TAK DKF/BRR IJ 'y ,2 A 91 NEW GLASS 13LOCK lob Nm am IN EXISTIN'G WALL AREA �X SHEAR WALL TYP GLAZF NEW WINDOWS AREA OF SHEAR WALL DGERIOR ELEVATIONS GLAZE NEW WINDOWS FOR TYP SIGN DIMENSIONS. SFE 4 L W/SPANDREL — W/ SPANDREL GIM-S NORTH LLEVA110N U r ' # -4-44." rIJ11:111111 IIIIIII Ill APRIL 2' 11 TIMB DOCWE14T 15 LESS !IIIIII LF �`-__.-._.__� 1 0 1993 GIBtE THAN THIS NOTATION, 71111114 1 01 IV IS DUE TO THE QUALITY OF TIIE ORIGINAL DOCUMENT. No 36 iim6 iftii TEO 1(2 (EX2\ EX2 FG � �: o i 25'-0' 20'-0' 55-01 ,S-0 Al". OE1 10 E02 E 3 044) E.5 05 E.6 F.2 OF Q, ; �'3 0� 4 5'-0 1/4" 2'-7 -5/6' `,5-D s 5/8- V 10-5112. 6'-G 1/4' 6-b 1/4' _8 )- ,-2 to" 21-3' 2-6 7/6 IT 12 I/V -7 -a 5/.,1 5 /4' 6'-3 5/a' .4 e. 4 L)U u UL) 4V 7- SKYLI HT ABOVE AL.IGN FASCIA W/ c DENO PCON T—__ - - 4- OL —�--03 CEUNC AN UTNO 1/2" eoF -4 C-9 1/2 C3 Go u 0 FASCIA P PLAN SYMBOLS 0bp.JA4q>Y` VAX-L tze CL 0 -1fr, 1'-0• WIDE FASCIA . F,415H TO MATCH CEILING "EIGHTCS POE Ln 'm WALL-SEE FINISH SCAEDULIE SHT #5 —t J7 SEE CEILING TYPE .6d IIIIIi 23F- Lj aW-4Tva.Vqr­-Sj-• OF FASCIA 0 .63,-7" OT Of FASOA 2 0" LIGHT FIXTURES. SEE ELECTRICAL I`IRAAANI,1� AT a-o' $.P- T OF FA ► ® > 0 1 Is...=z=�■ S 1/2- MTL S tUDS AT 24' 0 C W/ 5/8" GYP F�: ADWONAL INFORMATION VAS(� 40 So EA SIDE SEE FINISH AT -4 SCHEDULE SHT #5 SEE r HOT Of FA$C4A C3 j L& AT 8-0' 4_c_L_1_6L —01 1105"t� 1 1 ' W_R_Lm !:m m�06_14 FASCIA FRAMED AROUND EXIST GLU-LAM 13 BEAM, SEE PLAN FOR APPROPRIATE SUPMY AIR GRIL_E 'AE MECHANICAL DRAWINGS 13 C01 UP' CS WAIL AT EACH CONDITION 0 FASCIA 13,0-0 113 a a a 10 -901 OF FAICIA \ WAIL 13 RETURN AIR GRILLE, SEE WELHANiCAL DRAVIANGS A T 8'-0' I Q r�T a,•JIIITIj[DTTTT= LO WAI.LS THAT DO NOT PENAI z D 0 IMF* RATE CEILING SEE FLR PLAN RS' 9 In SP. ,_AUGN FASCIA INDICATES START POINT OF CEILING GWO 010 13 W/WALL IT e (ANT */GLASLIGN S BLOCK 13 0 -OPEN TO W FASCIA STRUC7 A u I zll� IS CEILING FINISHES ANL` NOTES C-0JNT'p_xc;I' F-LM, JR-P— to TV Al 2N FASCIA _CEIL NG TYPES / ® L\ L — �] ® ® {Ca 10 00 Cl 5/8' GYPSUM WALL HOARD A5CIA 9 ALL C2 -0 2'�3 1/4 2 . , LAY IN CEILING, RE-USE LXISTINI� CEILING TILL -ALIGN FASCIA C3 0 W/ ALIGN FASCIA 14 C3 2 - 4 LAY IN CEIL:NC NEW CEINIG TILE TO MATCH EXIST *AOW WALL _0 or! C4 5/8 GYP SHEATHING 1� AT C5 SUSPENDED GYP Do (5/8" UNLESS OTHERWISE NOTED) I-y OF FASCIA Z-4 suspeNctz czf_'ww -pe--'rem FE�l To AlLiIGN ALIGN ASC IA vv�� GENERAL NOTES a ■m a min m IN 2 D A D w1Lmmw§ on m 11 111 ' 1 _ I VND FLOON' 301 FUR 71.G I FOR SUSP Cj'G LCIGE TRIM SEE 12/IU OF K�m I N LLJ I AT r 71 I A0131-7 1/2 71 �0 I 2 FOR CL'G BRACING NOTES. ',EE 15!10 cl Loommensommo■w—mm-li—am FACE OF ml — STUD 0 OA OT T a.�\X\ASCIA 2'-0 5/8' __j =__j N I ® POINT */GLASS BLOCXJ; ® L N J \ 9-0 1 2 903 4, cz cl -�i CL: S P. ILL ALIGN FAS_A��L� Kzc=371L W/WALL Cie L 3 CT OF FA!%":,% 13 ALIGN FASO BEND 8 a 113 POINT W/CLLiE� Lu S.P. CA B')F At 7'-0 AD ALIGN FASCIA W1 LuCURB BELOW El O,F AT 0 8-0' A F 3 9 F_7 FACE OF STUD --04 cl AIDE ............ . ............... -------------- -­­ SE SITE P bd AWNINGS TO REMAIN 0' bo od on ................................... ............................... ------- .......... E LAN FOR AWNINGS n5l TO BE REMOVED LINE Or SECOND STORY ABOVE SEE SHEET 4 5.2 NEW TEMP LAM GLASS CANOPY SEE SHEE 1 4 Z NORTH Ole REFLECTED CEILING PLAN w E V) 3t W to > L --_— !-INAL ISSUE 10 16 911 NEW 2.6 AT 16* CC W1 END 1.6 NAILED TO END Of EXISTING TRUSS CHORD NEW 296 AT 2'-0' OC W/ DOT CHORD OF EX13TI40 MUSS) EXITING BOTTOM CMUHID OF TRUSS SIM-SON U26 AT EA END RIPPED 4. CONT. TOE NAILED AT le' OC SUSP A C I SEE REFLECTED CEILING PLAN THIS SHT 3 112' MIL STUDS Al 2' EXISTING CLU-LAM BEAM INTO[XIS TIN GLU-LAM BEAM. U.C. 3 112- MTL STUDS AT 2'-0' OC 1/2' PLYW)OO EXISTING GLU-LAM BEAM */ CONT. WOOD SPACER AT TOP SUSP A C T SEE REF CL'G AND BIT [KITING JOISTS To REMAIN PLAN THIS WET NEW5/8" GYP Do. CLG. %Er REFI-ECITE, CILG PLAN THIS SHEET. -7 Ir + SOLID BLOCKING AT EA. STUD SPACE 5/P- GYP. So, STEEL CHANNEL. SEE SM. UCT 1991 JKS ARCHITECTS PC 5/8' GYP 8D. ATTACH DIRECTLY TO GLU-LAW SLAM. + SUSP AC.T, SEE REF, CLG PLAN 0 S M 9AOKEI SCREW AT'Ilc�� THIS SHEET i AT BOT I', BOTT OF GYP OD CL' LIGHT FIXTURE. SEE ELECTRICAL Ile 0.0 ........ 5/8* GYP 80 THESE DRAIIIIINGS ARE THE 2' It 20 Of, CONT S M PROPERTY or AS ARCHIFE''Ts SUSP A C T. SEE REF CL*C PLAN PC AND ARF NOT TO BF 1/2- PILYW)OO BACKER SCR�W ATTACHMENT THIS SHEET REPRODUCED IN AN'? MANNER. ........ TO SrUD1*'AT 18 OC oar EXCEPT VAIH THE PPIOR 5/8" GYP so k DOT Of - WRITTEN PERMISSION OF 11(5 IT 6' MTL -TUDS AT 16' OC, SCREW ATTACH TO SU Sp CL G. AR('JH411 CTS PC GLU-LAM BEAM 5/0 GYP 90 ON CONT WOW FURRING (ALIGN FINISH W/ WALL FINISH BEYOND) LIGHT FISrIJRE DKFfTAK DKF/BRR SEE FL�CT 5/8' GYP 90 ------------ ljk��17 Owdad Illy 4- 5/8' Gyp so. BEAM runwo OVER 1/'2- PLWD() 91-57 10 / 16 / 91 3 112 MTt STUDS 4 AT 15' 0 C WELD Itob NO 011ft EA STUD TO STL CHANNEL ------ A REF. CL'G PLAN WI (3F FURRIN3 TO MATCH AND ALION RIPPED 4. CONT.. TOE WAILED AT 15* OC W1 THAT SHOWN IN DETAIL 4/7 INIQI EXISTING GIU-LAM SEAM 7 1/0. 3 (SEAM FURRING BLAM FURRING BEAM FURRING f'4 - - co-13 [11 wq 1()298 8 01: 0 J e_TH$8 r)O�MEHT IS 1,ESS 111111117,1111111 1,EGIBtE THAN TkIS NOTATION, llll 1111111 Illi, I APRIL 26 1993 IT IS DUE TO THE QUA1,17Y OF—- 101 11 TILE ORIGINAL DOCUMENT. 4L___ I a L 6 Illllfil�lli ILII IIIrII�IIII IIII�IIII ILII !III llil Illl�llli iJl Illlllllllllll�llll '111111iii'lilik"1111 'Ill! ESIn1_1111tlli_ulu� —,I F13 2 7 FArS nF 54,171 10, 5/8" T & G SIDING CERAMIC TILE FINISH ON BUILDING PAPER 3/4" X 3" WOOD TRIM BACK- 3/4" PLYWOOD SHEATHING TEN TO DE f� til SPLASH, WRAP W/ P LAM 12" OC 1-1/2" CONIC. FLOOR 3/4" PLYWOOD COUNTER W/ P LAM FINISH, FASTEN or ON 3/4" T & G PLYWOOD '.-jU2l`LO0RING 3-112'' MTL STUD W/ WOOD SCREWS TO ANGLE TO MATCH EXISTING BRACING 0 6'-D" OC FLOOR JOIST�, VERIFY W1 RIPPED 2 X 4 EDGE, WRAP W1 PLASTIC LAMINATE STRUCTURAL 2X4 BRACING CONT. SEALANT BEAD 71- 2X4 WOOD STUD FRAMING �e X 2 X i/4" ANGLE GALV S.M FLASHING PAINT COLOR "C" T S. BEAM, REFER TO STRUCT, '4 qlel"GYP BD SOFFIT 1�4 W/ 2) 3/16" PREDRILLED HOLES lc�l PER 'ANGLE, REFER TO PLANS FOR SPACING ALUM. SKYLIGHT SYSTEM ON 6" MTL JOISTS TOP OF PAINT COLOR "C" �2 0 24" OC DEADMAN T "T"I I LIGHT FIXTURES 112" LAM TEMPERED GLAZING REFER TO ELECTRICAL Ln 3 112" METAL STUD WALL 3-1/2' MTL. STUD TAPERED STRUCTURAL "T" FASCIA FRAMING 112" BACKEk BOARD 0 EA. GLAZING JOINT, !�-HT. it 9/b" GYP BD FINISH- ( c CERAMIC TILE FINISH BUILT-UP GALV SM GUTTER PAINT EXISTING STUD WALL (2 SECTIONS), PAINT COLOR "C" R-11 INSULATION 12 A 12 C T. THINSET W1 PLYWOOD SHEATH'G CORE DRILL EXISTING CONIC SLAB PAINT FACE OF FRAME—, IN 2X4 FRAMING TO W R BACKER BOARD & WOOD SIDING u WHERE SEEN THRU 14 LEAD FLASHING — 0 SET DEADMAN IN CONIC FILL C L I R-11 INSULATION GLAZING, TYPICAL A 5/8" T G SIDING 6 X 12 C T , MORTER LIGHT FIXTURE BED SET ON CONC CURB CERAMIC TILE FLOORING ON � R!"rER TO ELECT 3/ ' PLY 1OOD SHEATHING (CUT FROM 12" SO TILE) EXISTING CONC SLAB 1, 4.j t PLANTER, 0 06 WOO IDI J.; TRIM REFER TO LAN 3SCA�G�� 10 ATCH EXISTING FLOOR DRAIN SEE MECH .S. HEADER CN rl 3_� F 2X6 SOFFIT FRAMING 1111 r4) LA. W1 R-19 INSULATION EXT. GYP BD. SOFFIT �10 JOINT I ------------- ILA TOP IIF SOFFIT ON 1/2" L STRIj,_I T r GALV 3" X Y X 1/4" PLYWD SH APAING L I I I fANGLE BRACE 0 EA, GLAZING S.M COPING- JOINT- PAINT COLOR I it I �, < L J PAINT COLOR "B" IUD MOP-IN WATERPROOFING CORRUGATED PREFIN. IS 0 0 S M COUNTERFLASING RECESSED CONIC. SLAB, REFER TO STRUCTURAL BOTTOM S.M FLASING 6 L.� OF ANGLE 12 EXISTING CONC. FOOTING L< PREFORMED METAL i - 10 ROOFING - COLOR "C SECTION THRU PLANTER 3 8"o .1 00 6.. 2" THICK kIGID 8 INSULATION ON 5/8" PLYWD DECK SECTION COUNTER SECTION THRU ENTRY CANOPY �/ 1/2' 1-0" 0 /8 T & G SIDING 5/8" SIDING ON 1/2" ON 112" PLYWOOD PLYWOOD SHEATHING 2X6 JOISTS, z 100 __S M. REGLET FLASHING- REFER TO STRUCTURAL S.M. COPING PAINT COLOR **B" 2X4 0 16" OC CRIPPLE WALL PAINT REFER TO STRUCTURAL 3 CORRUGATED PREFIN. S M COUNTERFLASHING GALV, S.M. FLASHING CORRUGATED S.M. COUNTER REGLET- PAINT _PROVIDE BLOCKING IN WALL l`LA.-,H1NU- PAINT COLO FOR LIGHT F1 TURE 2X6 STUD PARAPET 0 REFER TO PREFIN, CORRUGATED WALL S.M. COUNTERFLASHING Ell /%� `� ~ ON 1/2" PLYWOOD BUILT-UP ROOFING DEFLECTION CHANNEL ON 2" RIGID INSUL. —7 BOTTOM OF EXISTING STRUCTURE REMOVE EXISTING ROOFINC SKYLIGHT I ���� / & INSU R-19 BATT INSUL. 1/2" PLYWOOD SHEATHING SUSP CEILING SYSTEM ON 2X6 STUDS ® 16" OC UM IL2 DEFLECTION CHANNEL OR 'ego OR&19 9 PLYWD SHEATHING Cad I• GYP. BID - PAINT Lu 3-1/2" MTL STUDS REFER TO FLOOR PLANS DEFLECTION CHANNEL t Lu 3-1/2" MTL. STUD 76- MTL. STUDS 0 16" OC P LAM ON 3/4' PLYWOOD BRACING 0 6'-0" OC 2 X 4 P.T WOOD STUDS SOFFIT FRAMING ":IELF FLAT 0 16" OC 'F/�" GYP BD- PAINT > 2X6 PARTITION WALL REFER TO FLOOR PLANS 3 2X6 WALL FRAMING 1. z • 6" MTL. STUDS ® 16" OC W1 R-19 BATT INSUL, SUSPENDED CEILING _t_SOF-1IT FRAMING < SYSTEM r — _ __ - - \ O GYP. BD,- P_AINT'__ LLJ EXISTING STRUCTURE NEW STRUCTURE ALUM WINDOW z 5z INSUL GLAZING LJ 0 Ln, EXTERIOR WINDOW REFER TO WINDOW 'SCHEDULE BF fCND _-ti 13N UJ INTERIOR RECITE Ilk 3/4" PLYWD TRIANGULAR BEYOND U D I I ATTACH TO WALL 0 V1, ST� S/� GYP, BID. COVER W/ PLASTIC LAM. 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BD.- PAINT ICU GLASS BLOCK WALL L) I BEYOND 00 0 .1 3_1�2" MTL STUD BRACING 01) ------ KSM BRR (4 GYP BFj FINISH- PAINT co 0 6 -0" OC b Dmm m/ Owdmd 9v LOW WALL BEYON7 -t 00 SUSPENDED GYPSUM BOARD ............. 9157 10/16/91 FINISH FLOOR CEIUNG SYSTEM job Na DoW .4 ON SLA ONI i WALL SECTIONS ADE KVSIAIJC�AAL A F. F�E . S 5�e �- (9 lbMt Na aAC*L&7ZX-_K- MINIMIZE SEAMS IN FACE OF COUNTER **I ROOM`24.SIM& F-iWl`->H FOUNDATION WALL NOTE: COUNTER W/ SPACER ONLY 0 S:MILAR Z FkOTING 1K NO CoF>aN.J0p_V__ C:AZ NOTE: IF MODULAR CONSTRUCTION IS USED, -4—A------ L (DELETE ANGLED INTERMEDIATE SHELVES) F�*EFER TO STRUCTURAL COfJT. RIC110 IWAX, a NEW em&, 1000�4 'SECTION THRU CASEWORK SECTION AT SKYLIGHT 8 13 IIrTH-tS DO116*st r -r.s LESS VIII IIII T111111 111111 77� T-1. I 111p I Jill LEGIBLE ThAN THIS NOTATION, APRIL. 26 1993 FL, 1 81 IV Ivj DUE TO THE QUALITY Cw No 38 T.1E ORIGINAL DOCUMENT. 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LAM ON 3/4" PLYWOOD SUSP CEILING SYSTEM � � ;K S.M (RIM OVER METAL STUD SOLID BLOCKING Z 2 33/4" �� PAINT TO MATCH WALL FINISH a •� 1'-0" 11 _ ==" WALL FINISH o J & 1 L2P X 2' ANGLE STRUT l GRID \ c, - - ------ z METAL CORNER BEAD TREAD giANDRAIL O d - WELD CLIP TO WELDING ( - EMBEC� IN WRAP PER / 5 1/2" METAL °TUD LOW WALL MANUFACTUR.-R DIRECTION HEAD REFER TO DFTt I� - - r GRIDI -- ---- I I ---- ( �`I VERTICAL COLUMN JOINT, 1'-11" -- --� -- '- -- TAPE, FILL & SAND \ \ T ---------- ------ I I __-_� �' CE!� ERLINE OF WALL = 18 GA, CHANNEL CENSER LINE OF COLUMN ____ ----- - - I -- --... -- - - f 4" 6"oOLU0 SIM.) STRUCT -- IN ER _ \ 2"0 BRASS HANDRAIL ?-t/2" I 1 1/2 X 2 X 1/8" ANGLE MEDIATE 0y 73, O I 2X EDGE WRAP W/ P LAM J PLAN CLIP WELD TO EMBED IN WRAP -- R 2'•0 BRASS FREE- 5/4" cREAD STOCK W/ - ROUNDED NOSING - STANDING HANDRAIL - - ---- ----- --�` 1X LEDGER 3" RUBBER BASE - ANCHOR BOLT TO SLAB -- ` I PLATE ESCUTCHEON - _ PER MFR'S DIRECTION �\ VIS" PLYWOOD RISER o - \ �D W/ SHIM AS REOb. 7 R4" CONC SLAB SILL V 2 X 42 HEADER -- p REFER NEW ONIC TO STRUCBT TYP 1 H A N I N TABLE 1 C 0 L�! Ivl N WR RAP °° - 3 C O L U M N WRAP PLAN SECTIONCL BLOCKING cv C C -_ - l X 12 JOISTS 4" _-___- SAWCUT EXISTING SLAB I - _ _ _— — 93"=1'--0 - O 1 OC- 1 - - - FOR RECESSED SLAB AREA of 9 3"-t'-O" 3"=1'--0' 3'=1'-0' \- /� !�, 0 P T. 2 X 4 PLATE W/ I TYP CONC STAIRS REFER TO EXISTING FRAME WALL, a' ! 1/4"o POWDER ANCHORS STRUCTURAL DRAWINGS F-OR I \ ----- �/ MA • O 4/ 24" OC THICKNESS & REINFORCEMENT --- - 5 8" GYP. BD. EA. SIDE -_ FLOOR CARPET _ - _ METAL STUD WALL X 12 BLO .K NG O ` TILE -� 1 -- - -- -- 1/2" RESIL CHANNEL REFER TO FLOOR PLANS . , n' -0" OC L Q • _ -_- I/2" GYP. B0 }� ---- ------- REFER TO SCHEDULE FOR FINISHES to FIRESTOP V 1"TYP _ \ INSUL. ` cr Q Q n - - __ - _ ✓� _ - __ -_ __ ___ EXISTING T.S. COLUMN ( - H M FRAME - PAINT to W CUT FROM i s - V1 2X TO FIT '' '- c�7 (� p� 0 . ^ -` PROFILE �[� 0 2 _--� V J O N N -- 2X O 24. OC LIDI N -� Z ? f PAINT LAZING STOP ® SIMILAR _ G 6 z w _ I I V1 O 1/4" GLAZING �+ SIMILAR O Q II Q H M. DOOR - PAINT �O 2 J V) I I r 0 w o 6" METAL STUDS ® 16" OC o v® I Q REFER TO FLOOR PLAN - - EXISTING NEW 5/8" GYP BD EA, SIDE WALL WAIL 1/2" GYP, BD 4� - I 5 i 6 COLUMN FURRING HEAD JAMB g DETAIL NOT USED PEARL PLATFORM - STAIRS @ -)EAT1NG" C - _ _-- 9 1 1/2'=1'-O" 9 1 1/2"=1 -0" 9 q 3 = t'-0" 9 NO SCALE -i/4" X 4'-0" PLYWOOU BACKING Z 2 FASTENERS ® EA TRUSS, TYP _ •�+ �-� ANGLE VARIES SCREW TO EXIST. STUDS O 12" OC7.. �- REF-ER TO FLOOR PLAN 1'-8" u� 1 112" CONC. 2" REI 4 4 r O BOTTOM CHORD OF EXISTING TRUSS 40 - 3/4" T & G PLYWOOD - Y . OPENING ALIGN TOP _ - -_ . RUNG W TOP OFQ 1 2 FASTENERS ROOFING ---- - ® EA TRUSS 3 1/2" METAL STUD SOFFIT -- - FRAMING ® 24" OC 1 �2 r Q PLAN I ~ --- EXISTING TRUSS ` 9 HORIZONTAL PANEL REINFORCING 4 tiSi ,� FACE OF EXISTING WALL �j J ��- 2 oti 0 RELITE DIME N5IQ B NOT USED -- — SUSP CEILING SYSTEM. TYP w ) � 7 -- 3/4"m SIL. BAR RUNGS, PUNCH THRU RAILS & WELD 18 GA MTL. TOP CHANNEL- - �J I - m H.M. FRAME a 1N PLACE 1i I ATTACH TO TRUSS AS REO,D. J - -- CONT BLOCKING AS SHOWN - - ._- OA CORNER ` O NO CONNECTION TO STUDS I _ I_ - - - - - - - _ - - 1r - - H.M. STOP - ENDBLOCK + + + + - II CONT. 1/2 X 2" SIL. BAR + + HAT CHANNEL AS REQ'D. - 1/4" GLAZING 2 RAIL, WELD TO SUPPORTS U A.F.F. ~ -TOP OF STUD FRAMING -' CORNER BEAD I I W/ 3/8"o LAG BOLTS W VERIFY - __ f __ - r F v 16 PIECE CLOSURE o BOLT TO PLYWOOD BACI'ING J CONTINUOUS SOLID BLOCKING C>� E� lufr CNA JN_L -- BETWEEN STUDS PANEL ANCHOR O 24" OC 8 x 8 x 4 GLASS BLOCK o Z - - 1/2 Y, 2" STL. BAR LF,ODER W N SUSPENDED CEILING SYSTEM- I w EDGE OF H.M. SILL BELOW X SUPPORTS ® 4'-0" OC MAX. SEE REFLECTED CEILING PLANS - ----- - EXPANSION STRIP a a 1'-3" _t'- 3" / GYP, BD -CONTINUE 2" I 8 X 8 X 4 GLASS BLOCK - --GROUT w T S STRUCTURAL COLUMN � r MIN. CLEARANCE EA SIDE .' Uj ABOVE CEILING o PRIME PAINT ASSEMBL. - CONT, EDGE BEAD VERIFY STUD SIZE WITH I REFER TO DETAIL v v `� FIN FLR. FLOOR PLANS L J FOR ADDITIONAL N -S O 90' CORNER ELEVATION • DEFLECTION CONNECTION _ 10 GLASS BLOCK HEAD _ > > END BLOCK 12 H . M . FRAMES _ ('13� ROOF- ACCESS LADDER Q o I 1 1 2"-1'-O' 3'-1' -D' 1 1/2 R-I 1/2" RED OAK CAP, EPDXY TO BASE 9 NOT PARALLEL TO TRUSS 9 I _FIELD SAND ® FINISH O.S.C.I. RED OAK BASE, EPDXY TO SPIN 0 _- - -� - - / i AOTTACH TO2P0 WDSW/NE V) U -3 1 2" MTL STUDS ® 16' OC INS j SCREWS O 12" OC ►u I GYP. BD - PAINT GYP. BD EA. SIDE _ 12" MAX. 1 5 ` 1 1/2" 1/2" PLYWOOD z 1 - - 2 X 4 BACKING - 3 1/2" METAL STUDS ® 16" 0 (� I GYP. BD. W ---- ---------- EXISTING TRUSS - --3 1/2" METAL STUDS M _ -RED OAK BASF, EPDXY TO SPLINE V _ --- T S 3 x 3x3/16 DEADMAN Ln 3 (2) FASTENERS PER RUNNER --------EXPANSION STRIP - - - - - - - 0 S C.I. POST ® 4'-0" OC, MAX. I I ' , � vi r_OGE BEAD ` -FIELD SAND RED OAK A& FINISH O.S.0 1 BASE-XY TO WALL COVERING, COVER III III � I I � TOP AND SIDES-SEE FINISH � V J S+ SCHEDULE PANEL ANCHORS / � I BASE-SEE FINISH SCHEDULE ____--- 2X6 RUNNER FLAT ® 16" UC 'll I° ''� -------- - - _� NAIL TO BOTTOM TO CHORD ul III - -PANEL REINFORCING -- CONTINUOUS 1 X 2 SPLINE - RlrblOrb _-_- 1 ATTACH TO 2X W/ SCREWS ® 12" OC - III III __-_ _ 8 x 8 x 4 GLASS BLOCK - - - - - - - - - I I I FINAL ISSUE 10/16/91 If u ( 1 III 11 III R1-1/2" FIN FLR LINE VE RI �FY �- \ 9 ii 111 T` -- --WRAP WALL COVERING AROUND `p - n_ �- _ REFER TO DETAIL 9 ------- GROUT SIDES AND END-SEE FINISH V o � . -- 8"0 CORE DRILL CONC. SLAB --- FOR ADDITIONAL NOTES S MEDDLE TO RECEIVE T.S. DEADMAN u u �' INFILL W/ NON-5H,-INK GROUT II II 8•'� III ----------- -1 S DEADMAN, ANCHOR TO MTL STUD _- Lv - W/ (2) 1/4"0 X 4" M.B. tD CONC FOOTING 14 DEFLECTION CONNECTION 15 GLASS BLOCK JAMB _.-- _ 16\ DETAIL NOT USED END OF LOW WALL _ -_- 18 LOW WALL _ 9 PARALLEL TO TRUSS g 3"=1'-0" g No SCALE g 3"=,'-o" g / 1 i 2"=1'- o' --- Q 1991 JKS ARCHITECTS PC 1 l 9 ® SEATING THESE pRAWINCS ARE TF1E Y PROPERTY OF JKS ARCHITECTS 3/8"8,. RED OAK WALL CAP I BE REPRODUCED N ANY PC AND ARE NOT O MANNER, OR WRITTEN PERMISSION IOF JKS I -8 x 8 x 4 GLASS BLOCK _ / _ ---� ARCHITECTS PC T.S. DEADMAN KSM_ _ BRR _ -RED OAK END CAP I I h _ M audLed BOLT TO CONC. W/ (2) DIIiiffitie = - -.--. ----- 5/8"o A,B., REFER TO STRU _ _ PANEL REINFORCING - I _ 9157 —_ 10M6/91 O 24" OC VERT. �- -GYP 8D. ON MTL STUD WALL ND D•b T FOR FINISHES SEE SCHEDULE W) I \ A INTERIOR ANCHOR DEFLECTION CHANNEL -- GROUT DETAILS DIRECTLY TO BOTTM CHORD 0 16" OC " �, r r.ONC SLAB TO BE REMOVE 8 X 8 X 4 GLASS BLOCK. Imo `� I � - 6��_ ~ ASPHALT EMULSION AS REO'D _ - 9 --+�-- --- -�- A.F OR _ REFER TO STRUCTURAL VERIFY -----1 - - - - - - - - - - - - - _-_-FLOORING MATERIAL-SEE FINISH I� I REFER TO DETAIL 9 SCHEDULE -_--=! FOR ADDITIONAL NOTES ` REFER TO DETAIL ---3" RUBBER EASE DRAWINGS FOR RECESSED FOR ADDITIONAL NOTES SLAB FIN. FLR. LINE `: FIN FLR, LINE n 0 0 A REFER TO DETAIL A� L FOR ADDITIONAL NO _S _ •b � . - _--CONC. SLAB A9 19 DEFLECTION CONNECTION _ z0 GLASS BLOC_ I� SILL__ _ 21 CURVED GLASS -BLOCK WALL _2?_ . LOW WALL ELEVATION _ 23 LOW VVAALL @ SEATING _ _ 1„=t'-0” — — "=1'-0" 3"=1'-0" PLAN SECTION 1/2"=1'-0" g — ALIGNED WITH TRUSS ---- — 9 _-- — -- - - __-- _ 9 9 -- -- -- _ 9 a 13 �I , I 111 I 1 ' - 4 --- 'S1-_ -_ ..�. .__._�. �_�__� I --y1�1--i01.+__i 1I �._ • '" IIF-THtS DO41MENT IS LESS III III 111 III III III II.• III r� �1 i�rr t IT III I �,II 111 III I I III III III I I III Ili 11111 I III 111 11f�11 III III Illll l III IIIIII I I ' 1 APRIL 26 1993 LEGIBL`F THAN THIS NOTATION, � I � � I I �� ° ` I IT IS DILE TO THE QIIALTTY OF`- �" --- -�- No�S 1'ilE ORIGINAL DOCUMENT. "611i Illl ILII ILII I IIIII!III IIIIIilll�lllllllll IIIA 111111111 IIII�IIIIUIII�IIII IIII�I !I�IIIIIIIII�II�IIII�IIII II�IIIIIII!I 1111►I111�1111 lll llll�lllllllll VIII► Ills Ills �lil�llu ILII Iltl IIIIIIII IIII�!III tlll�llll ull ILII Illlluu ' I f 4b, f �FOR � O ^! r SEE ELEVATIONTH V[' THIS OETAIL BEYOND -MIRROR. 2'w3' I I� _I L RUN TILE TO NEAREST EDGE BEHIND MIRROR. MIRROR, 9'-1 1/2' ■ Y K 2, RUN TILE NEAREST EDGE BMIRROR INFILL VOID v/ PLYWOOD TO FLUSH V/ - 1 INFILL VOIDID FLUS V/ PLYWOOD TO iLUSN V/ WALL TILE -\ 32A '13 WALL TILE. `\ ]a t BLIouE RTUNLTR`EO MEANEST EDGE BEHIND MIRROfi " ° t� S M. trP 14ALLL VOID V/ PLYWOOD TO FLUSH V/ ^� ryv CL G YaiITINE F Gyp BD ., � CHANGING _ _._.. �_. _ _ TABLE V/ 11 JC�T WALL CIN (------ - - �{ NEW WtjDIST T S S(/PPDRT ������� 10' EDGE _J I C zo-o FLR rOF CF0 l\1 3 rP I I MIRROR PTD rOF t• - I LOC SCE PLAN FOR =......... CHANCING TABLE FDF G�NERF)L NOTES 2'w3 �1 LOCATiO11 HOBl20NTALLY .�� MIRROR . . � W 1• EDGE ALL ml �\ I - -{` Dfyr. of z�.6• � (III •� -�•" _ SiDES �f _MIRIQUIR I. SEE FLOOR PLANS FOR P LE MINOR •i FGF � 11 Iv CHHANGING TABLErjLE 1� r --P-LAM BACKSPLASH i />� • /!0 Zv ^ is S.D .u.. PLB o) I BEYUhG---- -SOAP DIS P iii• ••w� E SAB GRAB F.OF (RELOCATED) ♦ WALL TYPES AN DIMS. eqh• -. is:.•., - - GRAB OARS .,t- 7 c " -� 6w6 OCGUNTCR. 32A _ BAlls Ti Sl1PPORT 3 CT. FLR r• .. [] W , "x�`' „ - WR.W HOT WATER _ _ :••••:�i.,._•,. ----� &3' 2 SEE SHEET 5 FOR DOOR vR o ' SOe �;. �^ n I AND FINISH SCHEDULE, tv' ♦ 1? - AND DRAIN PIPES - PDP-LAM. 1 / INSUL CTYPr - Ii v 1 SEE PLAN GENERAL T b 6 TPO EA COUNTER V in 6 3 INSUL HOT WATER AND t ! 9� NOTES. 1/10. -t \ J ¢ �i v O _ ! it Iv: Ir p N PTD_ RELOCATED) ,;� DRAIN PIPES EXPOSED \ I - P-LAM CHANG'G. n T.S{SUPPORI W BELOW COUNTERS 6-•-• --. -_--- -- -]I 'I,- FIN FLA LINE -------- - V. TABLE W/ 4• --------------- N wtae0ll r1l INSULATE W/ PREFORMED NEV TOILET PART17ION5 -t - A SOUTH 6'w6 TYPICAL WALL TILE 7YP BLACK PLUMBING lNSL'L. (Ai SINK) GROUND rAILT INtERUPTER NEV LOCATION NEV TOILET DUr.Er As D1.tfNSIONCG.Y[f WEST NL7RTH �D EAST E SOUTH FITTED SNUG TO PiPINC. sAy cut 6'H .e' LONG cnvf FOR EXIST URINAL ,�, SINK IN P-LAM. COUNTER.- ELECT OR ADDITIONAL INFO 1'-3' trt WRAP HOT WATER AND GRAIN BASE TILE TO 61.6' DIMENSION 00 32 MEN R OCATCD c TO ALINE W/ FLOOR JOINTS NOTE- ALIGN rLOBR TILE W/ TILE THIS N� 15 '^ FOR ACCESSO�?IES iN PIPES v/ INSUL SEE PLAN TYP. TiLE NOTE FLOOR TILE TO ALIGN W/ WALL r , i� GENERAL NOTES 1/10 6'.8' BANDED ACCENT TILE, v O TPD `� HANDICAPPED '>TALLS, LAYOUT SHOWN WALL TILE THIS WALL 'ACCENT BAND ORIENTED 'R' VD sot` DisPENS[R S:E INTERIOF ELEVATIONS 7 32 THIS ELEV 2'-6 1/ ♦ - THI_ SHEET, MENS RES1_P00M 0 - - C_ ` NEW RCLO AT"D / MUL TI. DBL - r. t/4'•''-0. >� NEW PARTITIORS SIDE DISPENSER `� WALL TO RUN BEHIND r @ �- FIXTURE:' AND ACCESSORIES Ln A �" ' 5''D' Pita�tlrto"s UNLESS NOTED OTHERWISE. FON SOUTH ELEVATION BEYOND I T - Q N ! Q 6 FLOOR TILE TO ALIGN W/ SEE ELEVATION •f' THIS DETAIL a, GRAB RELOCATED WALL TILES AS NOTED ON V • f}) ELEVATIONS THIS SHEET. RUN TILL TO NEAREST LDGL BEHIND MIRROR. 6 - INFILL VOID W/ PLYWOOD TO FLUSH w/ Pn �-- E%TENT O- WALL BEYOND CORNER I'r WALL TILE. OB1101A rr. -U 0 Y I•r / 1 1 CONTINUE TILE PAST CORNER r �� T N I ,.. TO END OF WALL o6g GRAB GRAB FD ABBREVIATIONS: F,t�, LINE Of GYP BD i... n✓�L R, BAR I AR Tv C T v'ALL,FIN. -MULTI. DDL SIDED ------- - - T = y1 1. TPD = TOILET PAPER �. MlaRua DISPENsaP/REC[Pi1C • �' i. DISPENSER 2.3 - F __ll dt REL ATED N EDGE a ••uw...u•.e.u••.eu... ....71 I I 1 N 3'-6' 0' vc @ GRAB1, z.. 2. PTD = PAPER TOWEL yu 1 ) 6 (--BAR DISPENSER , + BOT °F MIR! CHANGING TABI.L W!L '- _ MIRROR r 4-0 1 GRAB 9'K.' I 1 FoSN : BARS S.D ' �+ r PTD N Lf1 r 3. SN = SNAITARY NAPKIN DIST, ... SO 6 ........... .... ....:IvSJ 8 O ....�I I SN DlsPnsAL- EXIT INF, 33A T° t 0 PL UMB1Nir �•' � �- 1 _ V J y'cLl 4 WR = SEMI RECESSED WASTE ♦ '� �• n - In r I b PiuMBIN; RECEP"ICAC ti 4.r I I I I I - \ /�\ WALL SC1 ♦ ,1_• ~ 5oI TPD '^ I--i / 1 T NI rPf FLOOR PLAN _ S SD - SOAP DISPENSER y INSTALL IN COUNTER TOP -� - - - --- 3 DIRECTLY AL JACENT TO - L("/. SO TNA' SPOUT SINK IN P-LAM COUNTER WRAP HDT WATER AND DRAIN �\ NOTE. - PROJECTS ABLIVE BOWL SOUTH PIPES W/ INSJL 1 tj I WE C NEW LCICATIONS FDR RELOCATED SINKS (C~1 NORT; i OD EAST E� SOUTH O u( SINK) `/ OF LAV. GROUND FAULT INSIONEDfR EXISTING TOILETS C NCWNTE PW1 �.-� N OUTLET AS DIMENSIONED, SEE (TYP 1H7; ROOM) COUNTER v/ ELECT. FOR ADDITIONAL INFO BACKSP.ASH ROTE, ALIGN FLOOR TILE WI7H NOTE ALIGN FLOOR TILE WITH r NOTE FPP TYPICAL NOTES AND DIMENSIONS WALL TILE THIS CLEV. WALL TiLE THiS ELEV. NORTH SEL DETAIL (@ ABOVE. `1 1 � I REST ROOM PLAN WOMENS RESTROOM C3 - I I W z W CUSTOM vREMANInACtlAtf.p _ ^' 2' PALL LE7iERIHG, WITH 3/6' W'DE ' CABINETS ABOVE AND _- -- STRIKE CUSTOM (TYP.) EXHAUST HOOD, SEE MECH. EXHAUST HOOD, SEE MICH, Q BE OWi '- (PAINT TO MATCH WALLS) - I 5/8' TALL LETTERING. WITH 1/8' GYP OD. SOFFIT I r4v SINK - -- MERCIANDISE SERVICE C:rvT�R WIDE s7R0%E. INSPE('TIWK _ FIN CL.G h` F �• ICELANDIC 1/1• VIDE BROKEN LINE W/ 'DIMIOND' 1 I f I N I S HE � PC)LISHlNO`fes` GRAPHIC SENTERED 1N SPACE NEW WINDOW �'3, '�--- - 6 2 1/2' TALL LETTERING. V/ 3/8' ��11 v , WALLS ' (3UR P, OMISE` ViDE STRIKE L - •+E SMA SEE PLAN 1 vJMlrov MCAo �, A N T^ •u•u t •-rr��----- LETTERING V TALL CAPITALS. o FOR LOCATION CUSTOM COUNTERS OPENING . tl - - - _ _ _ 111•�"�' 5/8' TALL LOWER CASE / NEW F-LAM COVERED I \ I RELOCATED 1 m 'I r - - - �r - 1. O■e•■t t COUNTER TOP. BACK \ I SINK v-1 Gro WALL BD UV I / \ / 1 tr . y _ vlNpOv SILL I It I ALL v/ 1/8' ViDC S ROKE I >.w PAINTrO II_ IF- \ I •TON SHANE' PAINTED SIGNATURE c --'I) ` ,DwT[SPLASH SPLASH, AND CAB.NETCie rA uAlt[YS -_ -__ 1 VENDING II VERIFY STROKE, STYLE. HEIGHT, I .. -BI) CVUNIER yk MACHINES AND ROTATION ♦ W-1 BAoC TD BACKIPLASH - __- __._. (NEC)--�II�• __ ♦ _)/4• WIDE BROKEN LINE V/ 'DIAMOND• !?- _-� dMkMNj l to C ;Nf 7, _ -_ B-1 t' RUBBER BASE Ia [„--- 1 II TQ cO1NTCr- �IF'� U GRAPHIC :ENTERED IN SPACE N s A STRAIGHT ♦ o .. I I 11 B COvEO �, ° \` �I 1 11 VIND3w DESIGNATION MM / Cut rn cAfIREtt -! / __,_- �_ SEE SCHEDULE FOR -- L- _- _ - - - - - �L -- - - - ADDITIONAL INFORMATION 4. B_IA, -•-•- JE S 3' kUBtFA BAS, - -BU,CABINET A. STRAIGHT Flw �e a B`IA �� MAYTAG SIDE BY ',IDE NOTE. THIS REPRESCNTAIDN IS SCHEMATIC- ONLY, ACTUAL STYLE, LAYOUT, AND -FIN FLM.LINE A� NORTHWEST B-7 J E NORT-+ EAST SOUTHEAST I W B COVED ONORTHEAST OSDUTHEAST ( 1 SOUTH RfrIGERATOR v/ •HRU SPACING TO BE VERIFIED V/ OWNER. rrAYTAG DISHWASHER 'HF DOOR ICE/VAI ER WIDLE NO - vu-504--� MODLC NO, RSVD-22 1 CCLOR WHITE FOR TYP FINISHES AND FOR TYP FINISHES AN5 COLOR WHITE ALL LET(Ei1NG TO BE PAINTED 'OL, At.v t0 BE READ FROM PUBLIC FI3R TYP. FINISHES AND NOTES FOR TYP. FINISHES AND NOTES rOR tYP, r!NISHES AND NOTES I I W (O' .."PROVED EOUNA NOTES, SEE 'A' THIS D%, NOTES, SCE 'A' THIS DTL (nP APPROVED EQUAL) CIRCULATION SPACE OUTSIDE OF rHE CLEAN AND CHECK ROOM NO. 13 SEE 'A' THIS DETAIL SEE 'A' THIS DETAIL SEE 'A' THIS DETAIL a LUNCH ROOM - SOUTHEAST ELEVATION 5 CLEAN AND CHECK WINDOW E CLEAN & CHECK COUNTER PARTIAL SOUTHEAST ELEV.-SHOP I Q tttl�ll %% i1 0 )/•'-)'-u' 1 0 I/2.=1 _0. i�� '/1•.t_o` i ,//-.r-o" ( Z 4 ` rA[C Or NAL_ SIN 'J PRIM. STANDARD D By EDGE 2' HIGH SCt.IU BLACK PA!4TrD ///����'' (RICH STANDARD .) GRID MFR LETTERING ON VERIFY LOCO SIDE / (ANCHOR PER CFR.) W FI•i4.�p EIS "'�,,gl� Or GLASS. LINE Lncnrt7N / Z I �nG 1''-,rt.A'�•.No� X2'4 STYLE, AND UNE BC10W v/ OWNER / �_ ACOUSTICAL CEILING TILE 't,__ - F� 0 KIK)OR 7 uj AT BACK`.;S;T✓JOCK YIlu SHELF NO. 1 AND SUPPORTS-. - TDF BOTTOM Or CEILING TILE `^ W f P-LIN CTIUNTER\ 17 SIM, b , Z 3 CC At I 3 I Q B.O. SHELr A I 7 W Z ,OiRA IRB Z �I , i TA.000NTCR EpL�L-� I F� AT PUBLIC AT NON-PUBLIC I �.1.r1 ! iv BACK- ACK B.0, COUNTER fl ROOMS ROOMS I I lu B.O. COUNTER Y TAI FvrrL 'OC.7L W{. F IN S ES \ A PACK- t.D. COUNTER A Z� 1 S K NO. Ij. STOC( 1 ' iu (FOR NOTES SEE •A' THIS DTL> 3 �• .- 1::� T.O. PLWD. FLR. wFIN. FLR. LINE % --- _ - ONE WAY GL AZINF, P-LAM FINISHED-A, RAISED PLATrORM REFLECTIVE COUN•F.Ri ,. AND I - SURFN:E ON £ILP j Ti�GMIT -- SEE OPPOSITE SIDE 1D�4tF.P( NO•21 4 p.� I P.evhilxr 8 BACKSTOCK NO. 2OF WALL • s•► OPPOSITE HAND IN BACKSTOCK R1 �l NOT USED ��� N1� r �_ `=�1= � ' PEARLS COUNTER CEILING EDGE TRIM FINAL ISSUE' I �U )/4•r)'-o � i O I/4..1._�.. ,I�) '/'-''_'(,��... 1.i� t/1'at'-D' �J 7•,1-c' 10 / 16 91 - -- EXISTING SECOND FLOOR --- - EXISTING TRUSSES / 6' MIL 20 D 'C' DE!TUD SUPPORTS, S, - � ANCNDR AT DBL HEADERS AT JOIST r _ --- W/ SA SCREW'S AT +8. OC - _ - T �----INT. OR EX W LL � V MIL. PO GA 'C' STUD CONTINUTIUS 1 I ST (2) r e sr s.M setffvs AT En. _. SEE NOTE KS ROOF DEC*- "MI(y, IF tr.p..elatt.ere• tow•.frlr.t..t fl _ STUD, AND ONE AT EACH BEARING __-.-- ` 11 e• to be Otto tblwe MM •wfalo.f three lwraa. '1 M rs •hall wet ettarl to am bond argued ether I atoFl• •■1realsM, »!t•IN stoat ♦1n N P e/s ooA w I TLIPPORI \ -- -- - `V � ehM M•r�swelalr wwrN•r�rtA to the r: t r' 1 �- 1 le t set •f Plmb rltteel hel grunter 1■ N•1111bmnt and shall not be were then 6' NTL 20 GA 'Cr' STUD DBL HEADER, / \ rl 111 cannectlen Nelc» shall be of en • ow• t 1 f 11 V/ 3/8' a M.;t Cf NTERED Al EA. i ERT. ;TRUC1 Ad Pp•� t . ter.•►,1• of ., rt 1� foot. •n,/ t» •.�urnd r,. - JDIST PANEL POINT \ C� 11l'at JK:, ARCHITECTS PC ��0 TO^ M \ LINMERINO ROOF t THESE DRAMNs ARE THE \\ I � lM hvlldlnr •t tvctrn. TI A tea t•or 0qul♦slSmt shall be wood Thera obstruction• ■curl.dlr•rt •tr PROPERIV Or JKS ARCHIT[C1G �. l,to Pr ach■.nt to the •tRA.twI . PC AND ARE N01 TO BE C �/ exceet• •uwPsmlono shell !u • el Alt•(•. of SOA to back 1-111• told railed r)unn.lr .0 sparer REPRODUCED IN ANY MANNER, 3 1/2' Cil. STUDS Al 21. OC V/ T L) T steSed rear. SM11 M IA EXCEPT tMM ME PRIOR TDP TRACK SCREWED 10 iROTiOR' DF I t'iDfBlyd EXISTING FLOOR AT 24' D.C.. AND I / mono" tl All ry �e r r r•tesntl •upo(ted rich Me. 17 prge rl re et the pert■.ter rltr,ln r• et 1.0 GYP BL 7 I/2' MTC. STUD CROSS MEMBER �__� the -all et ralllr,r dlncomitmily. SRu r•11 •n11. •r tln•rre rtrl •M ll not he Allowrd 1•n thls I WRITTEN PERMISSION Qf JK5 P ARCHITECTS PG AT 21 O.0 AND (2) SA SCREWS j � __ � '- INTO EA. VERT FASCIA STUD- I■-■• I �---L•4iE%�A tIRACE ��`\ --"-`- __""'- %i� tA1nS{• of the wAla •n1 at !f' e/e 1 •ata dl,restlM, t-11! p. rlre• M•11 bS h h .-J V � \ I SEE NATE S / t' of .n lafSte MAI of • •oln Kt•rwS rw,.ctN within -.�-J'- SUSP. CL'G SYST., SCE CEILING PL MI I \ e Is nsl •■aced! f .Ilk • 09•wa ftftWl atd splayed foo 1ttw Sark etkml 4t a• BOT. OF FASCIA. VFY FOR TYPES AND HEIGHTS H1H AOOvE FIN. FLR. - - \ LINEy/ REF CL'G PUN LI � is IO• ftp the str a eM •sill ` CONTINUOUS 3 I/2' NTL. STUD V/ (2> _. �.,� --SEE UT 1 t i I \\ SEF NOTE a4 shell bededt".wd ONMe b the atntleal l �•ueA�atrwt fws/enact to the•sire .wut shall M A / e�waa le feelK the r.«ltai c■arlrafa •peek Ttl the rnwf or fl»t ■toe». rlw strut TAK DKF/BIR .__ 45'� I batlrq -embers Mall w apatM a .Inlwt� sli~ '^ ^d .1 the kr•t1Ag rlre. L tepl tette _ MAX./ TY p M (wet" trw all Mrlrwtt•I pipl■p at *-I Sets thet r BTT S.0 SCREWS AT EA. STUD I •I _-_ -__ �J .-._.--.-.- \ �.---_�-- - the gridtandto thn*at weta"rI. sudh . rim�Iv.~rtjrs ejl�rletao'tpsBt•rl^* rlrN s%all he •ttseW to IN PsvAde •r the 'tart dselpr lead, which war is Prestos,, r 11 • s•otydfett�f 1.1. 1■u eMe I 91-C7 .t0-.{L Rye I I 5/8' GYP BD (FAINT) I l - �- - - J 1 1V•71 I �.�-- .--• PbFioAY �.As�_ AS - -_ _.---•-� i � _ --_-^ - � D� fJ• Nr•bars peryeMleular to the rcll ah•11 be tied t I I �Cxl F'I�ar� 1111111)Nck - t:-I�iUL, ��� I I R SCC• , I NeeMt prawns cMtr .pt.adtttp. Tit a Mall be 1 CI�L��}Q7�1 �_ If�G>b I �d bwe 1••Mbtei/ M ae•t eh1�rr•llol to the well. TM wU er tletvn r $ Fi -0" 4'-0" Q.C. M4 this Nrtpso, elthwMt t. frt(ittato IA•tall•tl•A. eToke �'1971s wall set be twd 0., INTERIOR O - ---- -- r rua he Mt•tAod t eM commute 0 •wple et -- -' _ PERPENDICULAR O FASCIA PARALLEL / FASCIA PERPENDICULAR ---J� - ) ere •dlae•At wells r eb elosrertoa tlelwen tkm vSt.1 and eM a" h Mt A I' WIDE FA�i,iA ` ARALLEL 13 B 1' WIDE FASCIA PERPENDi q t B MAX. MAK. 12 WIRE (silo. TO EXISTING S'IRUCT, TO EXIS'ING STRUCT, TO EXIS-rlrvG STRUCI. ��� 1 O ExISTING S iRUCT, (N M..'nt.IrtwM a Ih.wtMt t» NOTES. n' 1 71 All Ilghl rlwlur.• Shall be Poaltfret ett•chad lw lM rw I ELEVA�tIUNS �_- hall haw a t l t{+Aa1Sn •Vete. rhe mtt•rtwn.. drrlre (SEE 'A' THIS OIL FOR TYPICAL NOTES AND OiM'T.1 (FO. TYPICAL NOTES ND DIMS. SEE 1 q ) (FOR TYPICAL NOTES AND DIMS. SEE 1 q ) 1). ADDITIONAL HANGING WIRE WITHIN Cl' PERIMETER. um apaeF.tr of INa of el» r Atwta relrht 1a aN dlw•tlen 1 10 2). STABILIZER BAR BETWEEN ALL MEMBERS * PERIMETER r+tleem dl wtlt lntor•edl•e•-dlrt8 ew/ Mes8«t •trpnwl•It er■t•■• tAkll he we to I - 3 LATERAL BRACING tR 12'-9" O C LA WAY. MAIN RUNNER TO STRUCTURE. �" Iwteed•dLt�dtNt w�•1•r.��•are aw"O t IIMt fl•toree• Shm Tule BEGIN BRACING WITHIN 4'-0' OF PERIMETER k 2 -0" FROM CROSS MEMBERS ;,;A/•i•i� °f •aeb whet tl tui. H .r•Whit a to IT 0. ""'"hasull '••ewN •l e�"'� -_------- _ ettgl••ottt•i ert�oet 1• rrc! "Wired. YettddI f trr••r Rlllw pas •rd •wtt rYwiewe jam" 4). TRAPEZE DUCTWORK OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. fl I• addition to the eb•re. It•treee of •ltMr t t>♦e1/w•t w1Mllrq le tact tat "boll be"two Oil-foe. 5). CONNECTION DEVICE TO HAVE TOOK CAPACITY. tl�Neoftst�ltl1 os the was 1 koliar��. M SAM y p I et web wew.rMtIB.B��IwRA�DrBhe•�NIN m at Ila/rrw••Aa! MrlttIbe uitAwN e1tA • wlnlnu. •f tate tf+�• INN, 13 1t Wlf)E FASCIA DETAILS J4 TYP, FASCIA DETAILS ��F`y�' CEILING LATERAL. DRACING V2' ' V 0' J V t/4 rt,-0' - I 1 10 d 13 I r r S III I IIS �i ill III ill it "iIi rj Y t 1fr fi ►1 T t I I I I I I I I I I I I III I III 1 1 1 1 I 1 1 r le I I I III 1 1 1 1 1 1 III ►II I I M ,Ire-THL6 Doq�s'�N'I' Is i,Es.. 1 � 1 �I I I I I I I I I 1 I I 1 1 1 1 1 1 1 1111 I I I {j}jr � i I 1 I I 1 I 4 I I I �l I I 18 I I I �0 I I APRIL Cob 1993 LEGIBI4,E THAN TIIIS NUTATION, - _� -_ -- -_��_- _�T '''T'.11 .I:. ... IT IS UUE TO THE Ql1AT,TTY Oi'!' No JE � s�r�Ls°-• THE ORIGINAL DOCUMENT. E 8 LZ Z 6Z E I L tZ Ai�B�[ LT 9T 4l hF11111411 ZL ii t �8 � L B 4 I 1' Tf, I Z t�.uRl IIII 1111111 IIILIIII Illl�llll IIII�IIII IIIL�IIII IIIIIIIII III .11I111 lll�llli IIII�IIII Illlllll IIIIIIIII III IIIIIIIIIIIIIIIII IIIIIIIII IIiI�III! IIII , III �lllllllll�l!I! IIII IIIIIIIII Illllilil�llll Illi lul BILL iillni IIII1I►!I�tll!IIIiI IIII IIII IIIIINII i^ > 'Dia' EFT-VUSIDINU U FOR NOT,-S NOT SHOWN 1/2' EXT PLYWD 2X6 WD BLK W/1/2' AB'S@ 42'oc SEE DEIAIL,,-� AT 6 Il 9". =me FLOM j 6w, z, DRYWALL - WOOD SILL a AT r� INTERIOR GYP Dk WD BEAM- SEE STRUCTURAL EXTERIOR 10 ---­-- f -RIOR BACKER ROD & SEALANT S 2X WD BLKG W1 112' AB'S -jYP DRYWALL INTI. FACEOF %, ALL BELOW STL BM-SEE STRUCT @ 42' oc WELD TO COL CEILING HEIGHT TO MATCH CEILING PLAN R CEILING NT SEE REFL 7 Ir EXISTING- SEE REFLECTED CI 3/4' CONT EXT FLYWD NAILERS r -1' 7 GYP DRYWALL WD &KG,RIP TO FIT - GALV MET FLASHING- PAINT LING PLAN SHEET SHEAR WALL INFILL BEHIND WINDOW V, W/ 1/0" AB'S@ 42'oc TO PATCH SIDING HEAD DOOR R-11 BATT INSULATION X49 CONT BACKER ROD & SEALANT IT �.Ilvl.- SEE DETAILS G16 3-1/?' ✓ MET STUD WALL 112' E),T PLYWI) ----MET CORNER BEAD E V s 5/8' EXTERIOR WD SIDING 4X4 TS COL- SEE STRUCT FACE OF EXT. SIDING ABOVE 3/4' MTL FRAMING CHANNEL k-,,J GYP DRYWALL MTL CORNER BEAD CL WOTV Vr GW. U AT TSCOL- SEE STRUCTURAL CONTINUE CEILING, INSIDE AT rum- sm G". I SIMILAR co 3.1.1"T F!W,= EXPANSION MATERIAL UNLESS WTIM MINE] INSULATED GLASS WINDOW ALUM STOREFRONT SYSTEM SIL CH-SEE STRUCT Ln WELD TO STL BEAM -j CUNT 1/8' FLAT 0 8\ it BAR-'dELD AS REO'D 51/41 EXT GYP DRYWALL CLG SYSTEM N CONT SEALANT STL ANGLE- WELD TO STI_ COL, MET INSUL GLASS WINDOWS SEE REFL CEILING PLAN FOR AND TO STEEL CHANNEL 54" �,�17,30 IN L OF I x I T.S. —S.S SCREW PER MFR. SPACING —S'XB'X4'T GLASS BLOCK HEIGHT GALV MET FLASHING- PAINT MET FRAMING CLIPS @ 12'3.C. AT EXTERIOR INTERIOR TO MATCH SIDING VERT- ANCHOR TO STEEL ANGLE a". `Q�91 ---BENT A�'OD. ALUM CLIPS AND 00 U AV rmT rumb AND PLYWOOD NAILER wffm and3haft EXTERIOR rl ',]SURE PLATE-SEALANT 12 -NOTE, I/r GYP. I& AT u 0 tMAX38 mill an & HEAD La NEW WIND11W 4'� WINDOW r5 S, 7 DPEFRONT HEAD DETAIL SEC04 nAft ill JAMB R A N L F WALL W JAMB P- OUTSIDE CORNER I H E A D G L A S '-SNI B 11 C K a AT Fail Fum SCALE 3' 1'-0' SCALE 3' 1'-0' \11 SCALE 3' 1'-0' SCALE SCALE 3' 1'-0' V) -!-2 METAL EDGE BEAD 8 FACE OF EXT 'SIDING ABOVE CL CL MET STUD WALL AT SIM- SEE SHEET 4 FLOOR PLAN GYP DRYWALL- PAINTED CO BiTUM COATING Ili) COL- INTERIn �t4, :) S S SCREWS PER ww , (V ALL SURFACES CONT WD BLOCKING- ANCHOR TO STL CERAMIC TILE FINISH EDGE 4 2x WD BLKG W/ 112' AB'S 4--j @ 42' oc WELD TO COL 2X WD STUDS Rip rO FIT 4R. SPAC1146- ----BEND ANOD. ALUM. 18 CA MET CORNER COLUMN SHEATHING a � CLOSURE PLATE BEAD 112' PLYWD CONT BACKER ROD & SEALANT EXISTING 2 X 4 EXTERIOR EXTERIOR FACE OF FINISH ABOVE SHEAR WALL INFILL BEHIND WINDOW u -----20NT VERT. 1/8' BENT PLATE SEE DETAILS STUD WALL 3/4' EXT PLYWD NAILER- WELD TO T S. AS REO'D rl 6 ANCHOR TO COL qG1 2 X 4 STUD AS REO'D < i!EW MET INSUL GLASS WINDOW TO SUPPORT STOREFRONT SECTION FACE OF CONC SLAB BEYOND CENTERLINE OF COLUMN EXISTING 5/13' SID:NG lo 4'X4' STEEL. COLUMN ON 112' PLYWOOD SHEATHING TS COL, SEE STRUCTURAL- PAINT I lo CONTINUOUS SEALANT lo IF EXPOSED WOOD TRIM TO MATCH WOOD SILL EXISTING NEW INSUL GLASS ALUM WINDOWS VARIFY LF SHIM 1/4' SHIM WITH BACKER FACE OF INTERIOR WALL BELOw/ ROD L SEALANT SS .S. SCREW PER MFR SPACING BRASS CLAD ALUM STORE- @ 16'oc VERT JV SEE DETAIL ---BENT ANDD. ALUM. CLIPS AND FRONT SYSTEM ra FT EXTERIOR CLOSURE PLATE-SEALANT SEE 22A111 I' INSUL GLAZING FUR NOTES NOT SHOWN, SEE DETAI C-111)0 WOOD SILL PANEL REINFORCING COL FOR NOTES NOT SHOWN HIM I/r a". FACE OF WALL BELOW' SECOW►FLOW �Wlg AT �j DI 11". S T F] M IT rMP nAm Lmcn ara Growl K 7JAMB REFRFINT JAMB " JAMB G L A S '�' B L P C,` _JAMB La AV LE Id A L L B DETAIL ( c) JAMB LD Ex"JERIOR WINDOW SCALE 3' 1­0' SCALE 3' I'-Q' 11 SCALE 3' 11-01 11 SCALE 3' P-0' SCALE 3' = V-0' z 3/8' TEMP GLASS 8 CL uj CU BRASS CLAD ALUM FRAMELESS DOOR 3 1/4, SILL SET IN SEALANT 77 SWEEP SHIN & SEALANT I ALUM THRESHOLD GLASS BLO�'K ANCHOR TO SLAB & 0 CL INSULATED 3-1/2' METAL STUT) WAL L - I --v GLASS WINDOW ALUM. FLASHING GROUT SOLID COL FACE OF SIDING ABOVE REFER TO FLOOR PLANS DK. BRONZE ANDD u STEEL CHA;,1l BEYOND CONT, BACKER ROD AND SEALANT Li 18 GA GALV MET COL COVER- �j C.T. FLOORING CER4,MIC TILE FLOOR 0� PAINT TO MATCH SIDING DISCONTINUOUS SHIM @ SILL • PLYWOOD BACKER iv --FULL MORTAR BED JOINT 112 NICE MAT COLUMN TIES 10 EACH STEEL S,S. SCREWS PER MFR. SPACING Ic SIDEWALK SLAB -ASPHALT EIIULSION LOPE UP @ DOOR7: CHANNEL @ 30'oc VERT MAX 3/4' X 6-3/4' WOOD SILL- 1/4' SHIM & SEALANT I 0 MATCH EXISTING FINISH AND 00, SS SCREW W1 RUBBER WASHER BRASS CLAD ALUM, PROFILE, KERF BACK AND PAINT @12'o.c. VERT- PAINT TO MATCH STOREFRONT SYSTEM 0 0 0 0 CONCRETE SLAB AND FOOTING- 00 MET COL COVER-TYPICAL DBL 2XIS VD PLATE 4-IA* 12'nts 0 0 SEE STRUCTURAL APPLY CONT BEAD OF SEALANT 5/8' EXT WD SIDING ON BLDG PAPER V INSUL GLAZI.4G u 0 BEFORE ATTACHING COL COVER 112' EXT PLYWD 0 TO STEEL CHANNELS- TVPttt Lou EDGE OF CONCRETE SLAB BELOW 2X6 WD STUDS @ 16'oc —T N DOWN C SLAB I � \ R-19 BATT INSULATION 0 0 FOR NOTES NOT SHOWN -c, 00 00 SEE DETA 'f 00 06 Pam. Vr GYP. M AT uj \ 11 �— 3ECOW FLIM Wr ISM SE 5/6" A�rlr ap, a AT tnnjj� ry 6 WINOO uw6m u STOREF DO R CL IN L �-iELJ OF V?-" 4`�P 1313 LB / • z La p T 3� SILL (Dt ` ILL GLASSBLDCK 12 JAMB I N -1 2 NEW WINDOW '1:4:� STOR -TRONT JAMB 15 SIDE._S I L L 0 S 11 -L r,- SCALE 3' V-0- SCALE 3' V-0' 1�v SCALE 3' V-0' SCALE 3' 1'-0' 1 SCALE 3' 1'-0' W z U3/8' TEMP GLASS- 21 FRAMELESS DOOR 0 INTERIOR GYP DRYWALL REFER TO DETAIL 11 > --..'..'DOD SILL- MATCH EXISTING FOR TYPICAL NOTES v) Ll K 1/2'PLYWD . INISH AND PROFILE FACE OF WALL BELOW -- EXIST GYP DRYWALL 3-1/2' METAL STUD INTERIOR z PARTITION REFER TO FLOOR z Z R-19 BATT INSULATION EXIST TS COLUMN PLANS INTERIOR EXIST 2X4 STUD WALL 112' EXT PLYWD GRID /GRID j GYP BD, FINISH Lu 5/8' EXT WD SIDING ON BLDG PAPER EXIST 112' EX' PLWD EXIST FOAM TAPE- TRIM AND SHE1`,THING 2 X 6 STUDS CONT BACKER ROD 8 SEALANT REMOVE EXPOSED EXCESS -EXIST WD SIDIV. COLUMN %A 2X6 WD PI-ATE REPLACE BACKER ROD & SEALANT 1/4' SHIM & SEALANT EXISTING WINDOW REMOVE EXIST TRC( V) --------S.S, SCREWS PER MFR. SPACING METAL EDGE BEAD EXIST WINDOW- REGLAZE 3 1/2' X 3 1/2' SO L BRASS CLAD ALUM, 2X4 WTI PLATE /NOT AT SIM WITH BLACK OPAQUE GLASS T.S. STRUCTURAL C IJMN 112' PLYWD/NOT AT SIM SEALANT--- CONT. VERT 1/8' BENT PLATE 1/4' SPANDREL GLASS STOREFRONT SYSTENMVGTAT. SIM. Revwm R-11 BATT INSULATION /R-19 AT SIM WELD TO T.S, AS REDID NEW 2X BLKG I \V\L- 155Lit ii�a,ji I' INSUL GLAZING TWO-PIECE BRASS CLAD ALUM. "--BEND ANOD. ALUM 24 GA. NEW 2X4 STUD WALL S.S. SCREWS PER MFR SPACING COLUMN 1,14' BLACK SPANDREL GLASS CLOSURE PLATE-SCREW @ 16' oc C LUMN FASTEN TO EXIST WINDOW R-11 BATT (VAPOR IDN 1/4' SHIM & SEALANT --ANOD ALUM CLIP, SEE 22AIII W1 I PERM VAPOR ROD V (NSI'' GLAZING l vr�Y-p.—MAT BARRIER @ INSIDE FACE FACE OF EXTERIOR SIDING ABOVE SECOM FILM 5Ar OP, NMI IIV NIL AT IL AT rMST FU]Mb ALUM, WINDOW SYSTEM SECCM FLOOR. 5/ir GYP. ----,--NEW WINDOW L#&Lss l OTHIMISE NEW GYP DRYWALL SU AT rm" rux3pill EXTERIOR ��--@INTESECTION 1.1"ss NaTu anirmx NEW 112' PLYWOOD ] REFRONT JAMBS �7�EXPANSI [jiJ MUT_! C-� ANGLE WALL ,i-LNI JAMB TL F-1 wINDE'd HEMI ­,�HFAP WALL HEAD DETAIL 2 EXIST WINDOW S T 11 RL E 20 SCALc- 3' 1'-0* SCALE 1' V-0' SCALE 3' 1'-0* SCALE 3' 1 -0' SCALE 3' NOTID l GYP. 11A AT MFR. SPACING— — DBL 2X6-LAG BOLT TO EXISTING 1991 J(2 AXCHrnM".M PC S S. SCREWS PER _---- EXIST 5-1/8X13-1/2 GL BEAM WOOD SILL OPAVOW ANg M sEcOm rL0011111, 5/r G". 1111111. AT FIRST 'j/8' BEAM ABOVE ul .1mravvm 118 fl 2XIS STUD WALL W1 MET FRAMING FACE OF WALL BELOW IN ANY momm INFILL WALL AT FIRST 41 INTERIOR Win POW CLIPS TLR EA STUD 1/4' BLACK SPANDREL GLASS FLOOR REMOVE EXIST SILL CUNT BACKER ROD & SEALANT TRIM 14— INTERIOR GYP DRYWALL EAR WALL INFILL BEHIND WINDOW- A1111041m PC 'OF SH P-11 BATT INSULATION /R-19 AT SIM MET STUD PART WALL AT R­19 BATT INSUL SEE DETAILS KI r2 I'\ 112' PLYWD /NOT AT SIM SIMILAR- SEE FLOOR PLANS FOR NOTES NOT SHOWN IkAsm BRR SEE DETAIL 112' EXT PLYWD 2X4 WD STUDS @ 16*oc /NOT AT SIM, VERIFY EX.'ST CONDITIONS 18 5/8' EXTERIOR WD SIDING TSCUL- SEE STRUCTUIPAL comov"k Chodwd k DISCONTINUOUS SHIM @ SILL -PAINTED 60 - 1 - .. ---­--�� . EXIST TS COLUMN ; 1 9157 10-�Il 2X4 WD PLATE /NOT AT SIM. 0­1 CONT. VERT ALUM, FLASHING 1 1/8' BENT PLATE fob Ma ow DBL 2X6 WD ELATE EXIST FOAM TAPE FXSTING STUD WALL DBL 2XIS PLATE WELD TO T S. AS REDID WINDOW AND BLOCKING 01MROR DETAILS SUNT. VERT. 1/8' BENT PLATE 5/6' EXT WD SIDING 3N BLDG PAPER Wr-�D TO T.S AS REO'D FILL W/SEALANJ "4. 3/4* MTL FRAMING CHANNEL I VARl ANG( 112' EXT PLYWD BOLT TO WOOD PLATES BENT ANDD ALUM SSS SCREWS PER MFR SPACING LLOSURr PLATE-CLIP MTL CORNER READ op, 2XIS WD STUDS LR 16'o,: INTO PLACE R-19 BATT INSULATION SOL CTO SEE STRUCT. \­— MET INSUL GLASS WINDOWS NEW WINDOW BENT ANDD. ALUM, --- BOLT TO WD PLATES 1/2'PLYWD llweNn --BENT ANDD. ALUM. CLIPS AND INTERIOR GYP DRYWALL BENT ANDD ALUM. CLIPS AND EXPANSILIN MATERIAL CLOSURE PLATE-SEALANT SE B'X9*X4'T GLASS BLOCK CLOSURE PLATE-SEALANT SEE 22A/11 -- -- \ NOTE; PROVIDE 1/16' VENT HOLE EXISTING WINDOW E 22A/ll �—L-A�F—UL L—SCALE GALV MET FLASHING @9'oc AT SILL ONLY LINE OF SIDING BELOW CUNT. SEALANT EXTERIOR 1-D -"�GLASS BLOCK HF R EXIST, WALL JAMB 2 EX I WINDOW HM FRAME @D SHEAR WALL, (- L-� JAMB@ EXI SILL P EXISTING WINDOW WINDOW JAMB SILL - ER111R WINDOW— 3 x W­ SCAL Ti- SCALF 3' 1'-0' SCALE 3- 1'-0' SCALE 3' E 3' 1­0 SCALE 3' I'-D* 13 • 1111,111 imm�ilil�l -IllilllI Jill Jill 1'.10111111111111111111 11 1 1 I.LFt-Tli." D0d*EHT IS LESS 11111111111111 1k;�l 11 J 'l. ,APRIL 26 1993 LEGIBLE THAN 'THIS NOTATIOIN, 1 41 - 11 a - 9 1-T ol IV IS DUE TO THE QUALTrY OF-, —' O,Tnpr�, 6 1 QQ*7 TUT Tn T;fE ORIGINAL. DOCUMENT. 9 Not" k IIIII(11111111 .JI(III(III(III IIII�IIiI 1111111111111�IiL 111,lllll IIIuIIII IL1(III Ill�llll IIII�IlII IIII�IIIIIIIII�IIII IIII�IIII iIIII 111111 �IIIIIIIII►11111111I1i1ULMTT114111�1'11111111 -EAL) DOOR )LO moo- - PREFINISHED S.M. COPING PREFINISHEI S.M. COPING _ 6'OEEPXB'HICHXB'N1DE GALV. AND 5/8• SIDING TO MATCH EXISTING _f W/ CLIP FASTNERS AT 24" O.C., W/ CLIP FASTNERS AT 24" OC.. PREFINISHED SCUPPER BOX. ATTACH OVER BUILDING PAPER, BY ROOFING INSTALLER. BY ROOFING INSTALLER. GALV. STL. PIPE SUPPORT, SEE -i\ W/ (2) DUTCHMEN AND SEALANT STRUCTURAL DRAWINGS FOR SIZE ALL SIDES, 1/2' PLYWOOD (3/4" AT SIM.) [+ XX DUTCHN'44 W/ SEALANT AND CONNECTION TO ROOF STRUCT. NEOPRENE FLEXIBLE - AT 24" O.C. VERT, (PAINT) - - PREFINISHED CORRUGATED MTL. ,A n GALV. AND PREFINISHED SCUPPER G 4 CORRUGATED CLOSURE I, CJXIBLE CLOSURE W/ NEOPRENE I � � STRIP BY MTC. SIDING CONT. SEALANT EA. SIDE FLASHING 4'HT.X6'NIDE IIT" FLEXIBLE CLOSURE STRIP. !a {.f. _ MFR. UTCMMAN W/ SEALANT AT 24" O.C. CONT. SEALANT EXTEND TOP PLT 07 BUILT-UP ROOF n -- - G 5.5, SCREWS W/ NEOPRENE WASHERS ,�.� �-. DUTCHMAN W/ SEALANT INTO SCUPPER FLASHING. - AT 2'-0" OC. MAX; LOCATE IN JAS. /- GALV, NTL. FLASHING CONE W/ _ r f- VALLEYS W/ SOLID BACKING ONLY. ( Y" AT 24. O.C. - PREFINISHED CORRUGATED MTL GALV. S.M. FLASHING SITING AS S.S SCREWS S AT 6 CLAMP AROUND PIPE. a BUILT-UP ROOF, EXTEND FIRST PLY /✓ ' L ATTACH W/ 5.5. SCREWS AT 24" O.C. - - PREFINISHED CORRUGATED MTL. - MAX. IN VALLEYS W/ SOLID BACKING _ _ _ = MODIFIED MOP ON BASE FLASHING 3" THRU SCUPPER OPENING N -FIBER CANT SIDING AS COUNTERFLASHINC. ONLY. LEAD FLASHING + - /- 1/2" PLYWD- SEE STRUCTURAL 1/2" PLYWOOD ��- 1/2" PLYWOOD 10 • BUILT-UP ROOFING 1/2" PLYWOOD. (3/4' AT SIM.) _ ---- 1/2" PLYWOOD, (3/4" AT SIM.) EXISTING ROOF AND STRUCTURE a RIGID INSUL. BUILDING PAPER BUILDING PAPER - - �` NEW PLYWOOD DECK, SEE STRUCT. 5/B" SITING TO MATCH EXISTING. 5/8' SIDING TO MATCH EXISTING. CONL 6^ ROOT STRUCTURE- SEE STRUCTURAL FOR THICKNESS. (STAIN). (STAIN). _ _ SEALANT ROOF STRUCTURE SEE STRUCTURAL G P,T. WOOD NAILER 2 . FRAMING 2 X FRAMING 4" SO. DOWNSPOUT W/ SCREEN INSERT BLOCKING AT EA SND SPACE AT _ ROOF LINE. '- -- NOTE COUNTDIAGRA ATIC HINGONLY PROFILE IS BATT INSUL. 8 1 DIACRAMATIC ONLY •NO FOR TYPICAL NOTES, SEE 5/12 60 C❑PING END CAP 3 SUPPORT AT ROOF 4 SCUPPER 5 CANT V 12 3.._I._o" 12 3._1._0.. — 12 3 "' _0" 12 /2'.1 -o' 1 /2"-I'-0" N -� CL AS REQUIRED PREFORMED MTL. ROOFING SYST. 1G }J CONT. P.T. BLOCKING V a PREFORMED METAL ROOF PREMANUFACTLISED SKYLIGHT AND I PREFINISHED S.M, FLASHING FIELD NOTCH _ -SYSTEM. ANCHORED 1 J14 — PREFINISHED STD. GABLE FLASHING CURB FASTENER SYSTEM •* iJ ROOF CORRUGATIONS. PER MANUFACTURER 2%6 STUD WALL FRAMING W/ P.-19 TO MATCH COLOR OF MTC. ROOF 4"' N x FASTENERS AT BOTTOM OF ROOFING BATT INSUL. AND P.I. PLATE •- v LL / TO PENETRATE MET. FLASHING AT - ANCHORED TO EXISTING ROOF' PER P.T. 2%12 CURB L NEOPRENE CLOSURE O• MANUFACTURERS RECOMMENDED STRUCTURAL DRAWINGS — S.S. SCREWS W/ NEOPRENE WASHERS 6• SPACING MTL. J-MOULD P.T. NAILER V AT 24" O.C. MAX. PREFORMED METAL ROOFING —PREFINISHED CORRUC. MET, SIDING - S. SYSTEM - - NEOPRENE CLOSURE PER NEOPRENE FLE%ISLE CLOSURE STRIP 2X4 Q 7� CONT. P.T. ROOFING MFR IS I.B. BUILDING PAPER pp RIGID INSULATION GALV. `-.M. FLASHING SET FULL WIDTH FIBER CANT , B.U. ROOFING ON RIGID INSUL. AND q :N MASTIC AT BOTTOM EDGE AND _ _ PLYWOOD ROOF DECK. SEE STRUCT. JOISTS, SEE STRUCT. �-EXISTING ROOF + I/2" PLWD. GALV. S.N. FIBER CANT STRIP FLASHING BY V 7 IN MODIFIED MOP (XJ BASE FLASHING INSTALLER RDINATE WV NEV RODE AND STRUCT, SEE -� EXISTING ROOF PLYWO ROOF SHEATHING. SEE STRUCTUSTRUCT. DRAWINGS ~ PERIMETER COUNTER FLASH SKYLIGHT- C• INSTALLATION ? BLOCKING AT EA. STUD SPACE MOP ON 70 LB. ROOFING W" �'�- 1/2" P'.WD. TO MATCH ROOFING ELEVATIONS a - CONT. P.T. BLOCKING TO MATCH r S/E GYP. B0. ON 2X4 PT. DEPTH OF RIGID INSUL. uu,. ROOF AND DECKING _PREFINISHED CORRUGATED FLASHING STUDS FLAT AT 24' D.C. 4 BATT INSUL.. R-,1 O 2X4, SIDING ON 15 LB. BLDG. PAPER n RIGID INSUL C ( ) MTL CDRNF.R /E•GYP. B➢. CIG. R-19 , 2X6. TRP 2%5 WALL FRAMING BEAD ON 6' MTL. STUDS AT ,N' OL. m 6" 1 12• L W/ R-79 BATT INSULATION � JOISTS, SEE STRUCT. PLYWD ROOF DECK- SEE STRUCT. CL'G. HT. LEDGER. SEE STRUCT. JOISTS AND P.T. BASE, SEE STRUCT. IDIS TRIM EXIST. ROOFING TO ANCHOR NEW WALL C❑PING �TROUGH 8 CANT 9 RAKE -10 - CURB AT SKYLIGHT 12 1 1/z'.r-o• 12 1 1/2:._1._0.. X12 3"_1._0'. 12 3"_1._0. — -- 12 •.r_o„ 5/8' T. k G. SIDING OVER BUILDING _ PAPER AND PLYWOOD, (TYP.) W NOTE- FOR STEEL STRUCTURE NOTES., CONT. ALUM, SKYLIGHT BAR CAP "'= _ GALV. AND PAINTED S.N. BASHING u EXTERIOR DIMENSIONS AND FINISH, IEE RETURN TO STEEL ANGLE AT CONDUIT OR PIPE. CONNECTOR 2/8 AND STRUCTURAL DRAWINGS. BOTTOM OF GUTTER L ALIGN NAIL AT 16" O.C. - LAP SKYLT. FRAME 8 JOINT SEAL I COLOR 'I:' PREMANUFACTURED ALUM. SKYLIGHT 3 SYSTEM. COLOR 'C" CONT. SEALANT BEAD I/2" PLYWOOD PREMANU"ALOR 'C SKYLIGHT I '--- SYSTEM, COLOR 'C' I S.S. SELF TAPPING SCREWS W/ NOTES SEE DRAWNECKINGS FORELEC, L PLUMB. I 1/2' LAMINATED TEMPERED CLASS NEOPRENE WASHERS AT 12. O.C. DRAWINGS FOR TYPE OF I - LINE MI WALL FINISH AND FRAME 1/2' LAIi1NATE➢ TEMPERED I INTO FIELD DRILLED HOLE IN STRUCT � i= PENETRATION AT SIMILAR. GOND. GLASS ir!STRUCTURAL 1/2" LAMINATED TEMPERED GLASSALUM SPACER TO MATCH DEPTH OF S.S. FASTENERS ALUM. EAVE BARCSKRLT. SYST.) EAVE BAR- SEE DET, IS 12i5 LB. BLOC. PAPER / PREMANUFACTURED SKYLIGHT SYST. LINTER FLASHING k SOLDEREDCONT. TEFLON TAPE BTWNCONNECTION 2 X FRAMING _ I GUTTER AND ALUM BAR CAP CONT. TEFLON TAPE SFPERATION OALUM. SPACER PREFINISNED CORRUGATED MTL. • 740-PIECE 20 GA. GALV.GALV. MET. FLASHING _ SIDING AS COUNTERFLASHING. 1 I S.M. GUTTER WX FIELD SOLDERED S.S. SCREWS AT 24" O.C. MAX. IN ' I JOINTS, LAP JOINT CAP !"X3'x1/4' $TL. ANGLE W/ I' GVALLEYS W/ SOLID BACKING ONLY. _ L W AND FASTENERS, PAINT CLEAR BETWEEN PLYWOOD SHEATHINGJ6' 3 HOT MOPPED ROOF CONT, TO 17�VERTICAL SECTION OF FLASHING 6j NEOPRENE FLEXIBLE CLOSURE \ 1LIGHT FIXTURE ANO CONDUIT, AND VEflT. LEG Oi ANGLE. SEE1, 1 I LECT. STRUCT. DRAWINGS (GALV, 8 PAINT) JWRIGID INSULATION GALV. S.M. FLASHING W/ DRIP EDGE - ATTACH GUTTER V/ S.S. SLREe` Q I AT 24' O.C. MAX. "T", SEE 2/8 AND FOR NOTES NOT SHOWN- SEE I� ROOF DECK CONT. SEALANT 6' 5• CONT. BACKER ROD AND SEALnNT STRUCT. DRAWINGS. DETAIL 14/12 W STANDARD H.M. DOOR FRAME, GALV. - CAP CLOSURE W AND PAINT. I I CONDUIT OR PIPE, COUPLING ➢OWNSPOUT AND SCREEN INSERT L Q CONNECTORS H M. DOOR. SEE SCHEDULE, J - ��. L I-1/2' 1" �1 11 PENETRATION @ ROOF 12 HEAD 13 EAVE (GUTTER IS SEGMENTED RADIUS SEE PLAN) 14 SECTION 15 RAKE Z 12 1-1/2'1'0" - 12 3 .1'-0' 12 3"_1._0•• 12 HALF SCALE 12 HALF SCALE Q O W MK. S EKMTLri ASHIM4 VLXTERIOR:: ROOF SYSTEM, SEE 6/12 AVO Z STRUCTURAL. O MASTER PLASM 46ASE i VAULT SYSTEM, VERIFY EXACT DY MLRAL ROOFING by}TEM I N W SMPPLIG• I I ��THICKNESS OF FLOOR AND WALLS1/z' PLrwooO SYST. � I W/ SELECTED BIDDER. (N.LC.) ZLINE OF WALL FINISH AND FRAMEDEFLECTION CONNECTION AT TN OF N1N I AT SIMILAR. GOND, - -EA, WALL PER 19/9 19/9 GYP. BD. ON 7/8' FURRING I CHANNELSAT UNLESS NOTED EA W2 X FRAMING AN BATT INSUL. SIDOTHE OF W ON PLAN.SEE FLOOR PLANS_ _ 3 1/2• MTL. STUDS SI IF•' O.C. NL I SEE IINISH SCHEDULE SHEET 5 FOR =4 y' MIN I BLOC PAPER Sr" GYP. BD. ON INSIDE FACE ONLY. (/�FINISHES.PREFINISNED CORRUGATED MTL. 3/4• PLYWOOD FLOOR.SIDING AS COAT 24"LASHINC. BASE PER FINISH SCHEDULE- S S $CREWTY5S O 24" 0 C. MAX. IN FLOOR COVERING PER FINISH SCHED.W/ SOLID BACKING ONLY. (INSIDE AND OUTSIDE Q< VAULT)NlAF10UL TIO4UP,lIN5ULATIod 22 GA. S.M. FLASHING, CATV. AND LwY44 PAINT - EXISTING CONIC. SLAB; SAW CUT AND F"L I] E 10'1t011' ROOF Dlt c 10 �- REMOVE PER STRUCTURAL SEALANT i CONT. SEALANT �- CATWALK FRAMING- SEE STRUCTURAL c � STANDARD H.M. DOOR FRAME, GALV. a EW CONC. SLAB BELOW 13 AND PAINT, c VAULT FLR., SEE STRUCT. �- H,M. DOOR, SEE SCHEDULE. NOTE: COUNTERFLASHINO PROFILE IS DIAGRAMATIC ONLY �R SECTION AT CATWALK 19 NOT USED 20 SECTION AT VAULT 16 VENT STACK @ METAL ROC1F 17 JAMB 1 12 3"_I'-0" 12 1/2,_1._0" li 12 11/2.._1._0" 12 X.M. DOOR. SEE SCHEDULE THRESHOLD ©1991 JKS ARCHITECTS PC 20 CA (HESE GRAMTNGS ARE THE AIV. FLASHING. PAINT, PRCPOITT IN x5 ARCHITECTS PC M10 ME HGT TG LE 2.6 STUD WALL FRAMING W/ BATT REPME MECfD " AMY IIANNEN. INSUL. AND P T. PLATE ANCHORED EXCEPT MTTX ME PRIM TO EXISTING ROOF. _._s� MITTEN PERMRYMI CF INS 5/8" SIDING TO MATCH EXISTING. - - -- 1/2" PLYWOOD TAIC/tlC SRR P.T. WOOD CANT AT DOOR AT B" EA. - T, (STAIN) OVER BUILDING PAPER. ___ _ IXrR M C P�- SIDE OF FRAME. 1/2" PLWO. - -- 1/2' PLYWOOD - -- _--- _ �-� BUILDING PAPER �`- SEE F OORPLAN FRAMING W/ BATT INSUL.., �.�- 5/6• T.&G. SIDING TO MATCH EXIST.- 9157 - L / 4 REVEAL ` (STAIN) -- -- 5/8" GYP. B0. (TYP.) Z v FRAMING - MW_ DETAILS 20 CA. GALV. FLASHING. (PAINT.) 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PER SC•1+EDULLE Gl�uI.ATION I S+-FOWR,00M Z1 GcI� uI.ATIoN SHOWROOM "' -- et L IAL . $ Gi LAZI JAM 3 e SIM .� _��`M F.� !9 �4 EAD tD 71F-Il, PORARY \, /,4L.L 2D .,J6m a Ca 7M-M PbRZ AR.Y '\ AU_ 3 0" 111Lv a" i 3 "- I' G 13 3'1_.I'-O" 3 : i -Du ©1991 JKS ARCATECTS PC IHEK DRAMIMWS ARE iW Owl PRCPV"y OF &S AR89 091EM Pc AND ARE Har To WALL-, 71- -,Tu C!�@ Co 'O G (QII l CEDYM MI ANY MAMRJi D1FIE PR011 WMTTEM PEJIM2sm or JKs ARCMiECR PC �8g � GIN4Ic,1-I r"WRa=H- PP_RM,&NEN WALL =�' 4E0ULE Ott IFOCM GIPGI.ILA-rl D N Urawn B� - checked av - �pIG Si.AE�SEE i=INi�f} lob No Date 1 Sheet T,tle Sheet Wo. 13 1 a riF I I I -- 4 --- w. 1 I I �r I I I IAPRIL _ r . . � II F'�TH'i9 DOb*IMFNT IS LESS 'I I I III 1 1 1 III III III I Irt III I� ,I I III III I I III III III I I III III I I I I I I I I i I I I I I I I far0 ",I I I�I I I i I I I I I I I I I I I I I I��I I I ',,N��L LEGIBr;F THAN TN I S NOTATION, _ —�- 1_1 —_ F� 26 1 993 IT IS DUE TO THE QUALITY OF----- �J4•f*iy+ I 1 wo, N.36 Olt-N-10- THE ORIGINAL DOCUMENT. � j� _ -" ,UE LL 8Z L LL Z vlZ E , Z iZ Z 8I BI LT 19i 9�i Fi EI ZT Ti �i �S `lO I L I 8 4 II I III T„• ILI ti111111111111111111111 IIII IIII.IIII IIII IIII IIII IIII Illl IIII iIIII IIII IIII IIII III IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII I I,IILLIIIIIIII IIII IIII IIII Ulllllll IIIIIillllllll IIIIIIIII IIII IIII,IIII IIII IIII IIII IIIIIIIII I I�IIII IIII�IIII Illi IIII IIIII�II 9 PRZFABRIgATED FLA)QR AND ROOF JOIE &TAD11 uk NQTEB 1. ALL ROOF AND FLQO MEMBERS SHALL BE MANUFACTURED BY TRUS JOIST CORP. OR "YL LOADs APPROVED. �cO PR(7��� / 2. ALL JOISTS SHALL CONFORM TO ALL PROVISIONS OF' THE UNIFORM BUILDING CODE. NOINEf RO'OF. . . . . . . . . . . . . . . . . . . . . . . . . . . .25 PSF MINIMUM ROOF SNOW LOAD (SNOW BUILD-UP 3. JOISTS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 AT ROOF AND L�/600 AT I III COL 4 FTG V �` 1U09� LOADING AS PER S.E.A.O. SNOW LOAD ANALYSIS) FLOORS, OR THE WORKING STRESSES AS SHOWN IN THE U.B.C. STANDARDS FOR FLOOR. . . . . . . . . . . . . . . . . . . . . . . . . .50 PSF FLOOR PkRTITION ALLOWANCE. . . . . . .20 PSF APPROPRIATE MATERIALS UNDER A TOTAL LOAD OF: f 1 40 / I I o Gt�N 1w WIND. . . . . . . , . . . . . . . . . . . PSF FOR ROOF STRUCTURES. . . . . . . . . .U.B.C. 80 MPH EXPOSURE "B" 40 PSF FOR FLOOR STRUC'T'URES. SEISMIC. . . . . . . . . . . . . . . . . . . . . . . . .U.B.C. ZONE 2B 1988 EDITION 4. JOIST MANUFACTURER SHALL BE SESPONSIBLE FOR COORDINATING SLOPED BEARING SiDE WALK � __144 v�•"'e , J \ REQUIREMENTS WITH BEAM MANUFACTURER. � � `•�"`��� 4 `✓CL I M � :iS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SIfALL 5. JOIST MANUFACTURER. SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH / BE TI.0Sk: CONFOR14ING TO THE VERSION OF THE APPLICABLE SPECIFICATION .OR CODE MOST REGISTERED STRUCTURAL ENGINEER'S SEAL. i RECENTLY A*DOPI"ED BY THE PERMITTING AUTHORITY. THESE STRUCTURAL NOTES ARE TO 6. Til SERIES ♦ / �' - -�` BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE FTIFFENERS, BLACKING AND/OR 2. GENERAL,COKTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. SHEAR PANELS, METAL BRIDGING ASSEMBLIES, AND HANGERS AS REQUIRED TO PROVIDE 1Ttt l i l 3. A. SHOP DRAWINGS SHALL BE REQUIRED ON: REINFORCING STEEL, STRUCTURAL STEEL A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. TII_- 7. DOUBLE ALL JOISTS UNDER MECHANICAL UNITS � � WALL 4 COI- \ N AND GLIDE LAMINATED MEMBERS AND SHALL BE REVIEWED PRIOR TO FALiRICATION. , UNLESS OTHERWISE NOTED. 3,, I� � D- SHOP DRAWINGS, STAMP EC BY A LICENSED STRUCTURAL ENGINEER IN THE SPATE OF BRc3 fE axe✓ Z W,DE OVER III- I I 8. SPRINKLER LINE AT'T'ACHMEtJTS SHALL CONFORM TO N.F.F.A. bADfPHLET 13A AND TRUS _ _ _� I ' !I, ' I- - M-• - NUN-SHRINK GROUT a NON-SHRINK OREGON, SHALL BE REQUIRED ON PREFABRICATED JOISTS. JOIST PUBLICATION GUIDELINES FOR SPRINKLER SYSTEM TNSTALLATTON WITtI TRU$ T / GROUT - II IQ g/as'x4x©'-91/2' GTR'D UNLESS STATED OTHERWISE 1N THE SPECIFICATIONS, SUBMIT ONE (1) PRTAT AND ONE JOIST". LOADS HUNG FROM TRUS JOISTS SHALL NOT EXCEED THIRTY (30) FOUNDS AT � � - -- 8 O/ER GONG STEt," WALL 1 _ UNDFR GOL W/ 2-%'-P (1) OZALID (:SEPIA) REPRODUCIBLE FOR APPROVAL OR CORRECTIONS. ANY OHF. (1) POINT, NOR SHALL TOTAL LOADS IN POUNDS ON ANY ONE (1) JOIST EXCEED --- --l-y� W� 2'j'4'�xlp' .-"•BS � A.B'S PLACED 4. THIS STRUCTURE AtiU 4LL OF TTS PARTS MUST BE ADEQUATELrI BRACED AGAINST' WIND, SIX (6) TIMES rHE SPAN 1N FEET, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. LATERAL EARTH I:ND SEISMIC FORCES UNTIL THE PERMANENT LITERAL FORCE RESISTING ATTACHMENT OF LOADS EXCEEDING ONE HUNDRED (100) POUNDS SHALL BE APPROVED PRIOR � III I I112' FROM ENDS OF FE Ir ,/� -41/21 ! c SYSTEM HAVE BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY TO INSTALLATION. DO NOT NOTE}{ OR DRILL, STRUCTURAL MEMBERS, EXCEPT AS ALLOWED 14 �A COL ROUGHEN �I FOR Tf#!; STABILITY OF THE STRUC'T'URE AND ITS PARTS HAVE BEEN RADE. BY U.B.C. OR AS APPROVED PRIOR TO INSTALLATION. �- 5. ALJ• FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND GLUa LAMINATED MEMBaRs SURr• CE 01 CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ARCHITECT 1. GLUE LAMINATED MEMBERS SHALL BE WESTERY SPECIES CONFORMING TO U.B.0 STANDARDS � I h�I _ _ � J C �1-•F"ihl - 1 . .. O AND ENGINEER. 25-10 AND 25-11, A.I.T.C. 117 AND BE MANUFACTURED IN ACCORDANCE KITH UNITED � � 6. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, STATES PRODUCT STAODARD PS 56-73. ERECT%D OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER IS INSTRUCTIONS.SE•rMEMBERS SHALL BE 24! -V4, EXCEPT CONTINUOUS OR CANTILEVERED BEAMS, AS NOTED \s' _ Q� FTG SEE U C 7. SPECIkL INSPECTION IN ACCORDANCE WITH TION 306 OF THE U.B.C. SHALT. BE BIELOW• PLAN / PROVIDED I'OR THIS STRUCTURE, AND SHALL INCLUDE: 2. ALL GLUE ,AMINATED MEMBEI.S SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS ­6 AND SPECIFICATIONS AND SHALL BE FABRICATED WITH WATERPROOF GLUES. � c A. WTE 3. ERECTION OP MEMBERS SHALL CONFORM TO A.I.T.C. SPECIFICATIONS. 4. � �ECTIOw ELDI B. ELU7NG 1�j I , PROVIDE STANDARD 1600 FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED. A_ BIT= P$RpARA1'IJN 5. A CERTIFICATE OF CONFORMANCE IN ADDITION TO ATTACHMENTS M1 AND N2 FROM A.I.T.C. V PREROLL THE AREA WITHIN BOILDING A' A AND 5'-0" MINIMUM AROUND THE BUILDING WITH I. i! n , n OR INSPECTION BY AN .INDEPENDENT TESTING LABORATORY WILL BE REQUIRED. 4 I I 4� COL, FTG 4 WALL \�� ' -O A HEAVY VIBRATORY ROLLER OR LOADED DUMP TRUCK MAKING AT LEAST THREE (3) PASSES OVER h, SHAPE TOP OF ALL GLUE LAMINATED MEMBERS TO SLOPE OF ROOF. 1!'2' NON SHRINK CsROU i ~I a) X THE ENTIRE AREA. ANY AREAS WHICH EXHIBIT EXCESSIJE WEAVING OR DFFI.ECTIJN UNDER 7, BEAMS CANTILEVERING OR CONTINUOUS OVER ONE (1) OR MORE SUPPORTS SHALL HAVE 1 FE 1X5!/2X0'-�J' Wi • "' cV Q THE WEIGHT OF THE ROLLER OR DTJMP TRUCK SHALL BE OVER-EXCAVATED AS NECESSARY TO EQUAL BENDING STRESS RATING IN THE TOP AND BOTTOM FACES, AND SHALL BE 24F'-V8 i '`.0 FE IX 1 A3�' T►-TREADED •-4 REMOVE ANY UNUESIRADJ SOILS IN THE AREA AND B4CKFILLED P:TTH CLEAN, WELL GRADED GRADE. - -- _0I RODS ® 6'c.c. USE V SAND OR SAND AND GRAVEI, MATERIAL. _-__xX_- -`_ __A�i--- FRUING y�jg - I I DP: tiJS L.. 3 �ISc ATBRU 1LL OR Hmg_xuLL 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH AS NOTED BELOW AND SHALL CONFORM r III ALL FILL AND BACKFILL. PLACED IN THE 13UILDINC AREA ANC BENEATH PAVED SURFACES SHALLr TO THE PROVISIONS OF U.B.C. STANDARD 25-4. BE DENSELY COMPACT£O. SUCH FILLING AND BACxFILLING SHALL BE ACCOMPLISHED AFTER -III--I L7- REMOVING I I a rl ALL VEGETATION, RUBBISH AND EXISTING FILL, AND STRIPPING ALL TOPSOIL (6" SIZE CLABBIFIQIOg _ 01BIGN VALUE (P.B.I.) � 'l l)---1L=_ �1�`-- ... I I I'-� 1-�_ 1 �L--� MINIMUM) AND PREROLLING WITHIN THE BUILDING AND PARKING AREAS OR FOLLOWING OVER- (DOUGLAS FIR-LARCH) EXCAVATION IN FOOTING AREAS. IF OLD FILI. OR SOFT NATURAL SUBGRADE MATERIALS IS A. EXTERIOR WALL STUDS _ � I� ��.LLLL • V J = 1,250 ENCOUNTERED, OVER-EXCAVATE AND REPLACE WITH COMPACTED FILL. ALL STRUCTURAL FILL NO. 2 OR HETTER ) F n II SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AFD COMPACTED TO A ) F,i = 625 DENSITY OF AT LEAST 95% OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D-1557. THE ) E = 1,700,000 1,200,000 n B. INTERIOR WALL STUDS ADEQUACY OF THE FIELD COMPACTION SHALL BE VERIFIED BY RANDOM FIELD DENSITY TESTS. STRUCTURAL FILL SHALI, CONSIST OF A SAND AND GRAVEL MIXTURE. OR CRUSHED ROCK WELL NO. 2 OR BETTER Fh 1,250 I I CONT'NJE .r_ _ •I L_ o GRADED FROM COARSE-TO-FINE WITH LESS THAN 10% BY WEIGHT OF THE MINUS 3/4" FRACTION ) F,, 625 PASSING THE #1200 SIEVE, AND SHALL BE FREE OF ORGANICS, RUBBISH, CLAY BALLS AND ) E1,700,000I 1/ "4 � COf L31/2 ROCKS LARGER THAN 4". COMPACTION WITHIN 5' OF WALLS SHALL BE DONE WITH C. JOISTS 2-(3'-2x X'D'-9 F C$ LIGHTWEIGHT, HAND HELD EQUIPMENT. EXERCISE CARE SO THAT WALLS ARE NOT DISPLACED NO.2 ) Fh a 1250 j W/ G'BL NLT6 im RODS I I OR CRACKED. ) F„ 95 PL<+CE ROl-DS I',,' - FROM ENDS' OF ZQiINi?]1TION8 D. BEAMS 1. FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 3000 PSF, NO. 1 ) e'h 1300 ! ANGLE BASED ON THE ORIGINAL SOILS REPORT. ) F 85 2. ALL FOOTINGS SHALL BE FCUNDED ON FIRM UNDISTURBED ORIGINAL SOIL OR ON ) F,1 = 625 • • � 'n � � �� V ENGINEERED FILL COMPACTED TO MINIMUM OF 95% OF THE ASTM D-1557 DENSITY. ) E = 1,600,000 _ _ 9 in 3. ALL FOOTINGS SHALL BE A MINIMUM OF -011 FINAL GRADES OR EXLSTING GAADF., E. POSTS -• 1 1 - - rrr--�_rt�-=r-r-r•• --, I i ,( ,V -- --- / f' S TOP 4 SOT. x CONT WHICHEVER IS LOWER. NO. 1 ) Fh 1200 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPER,kTION FROM FOOTING EXCAVATION ) E = 1,600,000 II- III--II (__a II` TO NEAT LINES. F. STACKING, PLATES & BRIDGING \ Cj`1'IN O S. BOTTOM OF FOOT7Nrs SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT i'-011 STANDARD OR BETTER ) Fh = 600 VERTICAL TO 2'-0" 5IO HORIZONTAL. OR STUD GRADE ) F,, = 625 /�� (:� G�IO1� I CONCRETZ - CAST-Ili-PSE ) E = 1,500,000 1. ALL CONCRETE SHALL DEVELOP A MINIMUM TWENTY-EIGHT (28) DAY LABORATORY-CURED 2. ALL MEMBERS 3X OR LESS (LEAST DIMENSIONS) SHALL BE MAXIMUM 19% MOISTURE CONTENT. I/ - COMPRESSIVE CYLINDER STRENGTH OF: 3. PROVIDE SOLID BLACKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING. SOLID 3000 P.S.I. FOR FOUNDATIONS. EXPOSED BRIDGING @ 8'-0" O.C. MAXIMUM SHALT., BE REQUIRED WHERE JOISTS HAVE A FIVE (5) 3000 P.S.I. FOR INTERIOR SLABS-ON-GRADE. TO ONE (1) OR GREATER DEPTH TO THICKNESS RATIO AND WHERE ONE (1) EDGE IS NOT 1= ENTRAINED AIR, BY VOLUME, CONFORMING TO ASTM 3000 P.S.I. FOR OTHER CGNCRETE EXPOSED TO ELEMENTS C-260) .(CONCRETE SHALL HAVE 5% a HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. OL 4 FTC-4 4. ALL, PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE 2. A MINIMUM OF THREE (3) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 1C0 CU. YARDS OF EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS F'OLLON31 TREATED. PRESSJRE TREATED LUMBER SHALL BEAR THE A.W.P.B. (AMERICAN WOOD SEE ARCH FOR DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ONE (1) @ SEVEN (7) DAYS AND TWPRESERVERS BUREAU) QUALITY MARK. O (2) @ TWENTY-EIGHT (28) DAYS. WATER PROOFING A 3. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORId WITH ASTM SPECIFICATIONS. 5. I V 17I �I' ' NEW TS COL ACCEPTANCE OF CONCRETE SHALL BE GOVERNEDBY THE PROVISIONS OF A.C.I. 318 6. FOR NAILING SEE SCHEDULE AND DRAWINGS. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". MIX DESIGNS WITH PLYWOOD 1NgAT 0_Q �/ � �[ I II Ij I p >= COMPLETE STATISTICAL BACKUP SHALL BE SUBMITTED FOR REVIEW. 1. ALL PLYWOOD SHEATHING SHALL BE C-U GRADE, UNLESS OTHERWISE NOTED, WITH EXTERIOR 'I REMOVE Ei,`1!57G 5-,45 II I/ rj� I I r 4. CONCRETE MATERIALS, FORMWORK, MIXING, PLACING AND CURING SHALL CONFORM TO THP GLUE MANUFACTURED IN ACCORDANCE WITH UNITED STATES PRODUCT STANDARD PS 1- I I 4 PATCH L,S REQ'D I II 4 II I SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL, OF CONCRETE PRACTICE"• 83/ANSI A199.1 "FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD", CONFORM TO U.B,Z. __ 1 11 O 5. AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, P���VIDE MINIMUM THICKNESS OF DEP;fi STANDARD 25-9 AND BITAR THE A.P.A. TRADE.KARK OF THE A. P. A. `� ���--2-04 CONT ,` I it \ II I G 3-:(xcn'-5' SQ. W V AS FOR ADJACENT AREAS, UNLESS OTHERWISE NOT'_D. A. ROOF SHEATHING 5/8" INDEX 40/20 I sj I �F� II Y Ij I 4-`344 PARABOLTS 6. CONSTRUCTION JOINTS SFTPIEEN FOOTINGS AND Wlt,Ls AND VERTICAL WALL CONSTRUCTION B. FLOOR 3/4" INDEX 48/24 T&G ___ I - _____.._r � _ ' EXTEND EXIS7G W.WF. JOINTS SHALL BE PREPARED BY ROUGHENING Tj A FULL AMPLITUDE OF ,APPROXIMATELY C. WALLS 1/2" INDEX 24/0 T { (( II - 'U I!� O NEW FOUR -- �� Ij " LEAVING THE CONTACT SURFACE CLEAN AND FREE OF LAITANCE. THE CONTRACTOR 2. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. -! I I--I I_I ~III--I I I I I !' REi-LOVE EXIST G Lu SHALL SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION JOINTS NOT. DETAILED 3. BLOCK ALL WALL SHEATHING WITH 2 4 - •III IN THE THE STRUCTURAL DRAWINGS. A. NAIL AS PER SCHEDULE AND DRAWING: . I -;Cl I i- I 1 N�l 51-45 AS REQ D - X FLAT BLOCKING A'i' ALL EDGES, 7_ _� ct: 7. CONCRETE SHALL 140T BE PLACED ON FROZEN GRC'JND. 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 11-001. IIkI I "`4 CONT I I F, , • - --- - i I � ____ , X., IKON-8. RIN11C GROUT 6. WAFER BOARD OR ORTENTE�j STRAND BOARD CONFORMING TO U.B.C. STANDARD 25-25, GRADE ( I 2� MW, MAY BE SUBSTITUTED FOR PLYWOOD, PROVIDED IT HAS EQUAL LOAD/SPAN RATING -` - GROUT EDIBLE BF. NONSHRINKABLE GROUT CONFORMING TO ASTM C-1107 AND CRD-621, CORPS I� _, t, /' - - - - I " INDEX AND SEARS THE A.P.A. TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. -yam- _ _ �X---'� XX- I I r- =Xl�j C� W,4LL _ I4� F L/2 _ OF ENGINEERS SPECIFICATIONS FOR NONSHRINK GROUT". GROUT SHALL HAVE A SPECIFIED _ rr_T----r� I - -rT=-ITT - ITT-= 7 I I COMPRES,SIVE STRENGTH AT TWENTY-EIGHT (28) DAYS OF 5000 PSI. NAILING AND CONNECTION 8CHEv)ULE 1t I - 1 - r I I I 4 FTG - �1 , I _--I , -� PREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. MINIMUM NUMBER OF NAILS FOR ROOD KEMBERB I M , I I I I I I- I - 4x ,Il,� o.c. I 1 l_ -1 11=-� - -ll 1 111.1 L� Cob RETE RAIRQRCING 8Tj9L (aZCE1PT A8 NOTED ON DRAUINGB) I 5� I p-0 1_ -._,�� � < 0 1. ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U.B.C. STANDARD NO. 26-4 - - I 1 2 ti MIN " I 1�'2' NON-SHRING�" 0 'k- AND ASIX A-615 GRADE 60. CO_MCTION COMMON 4' CONE SAAB W/ (cx(o�- ' I I EMBED � GROU' 1 LL.j 2. ALI, WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO STUDS TO PIATES - END NAIL 2-16d W2.9xW2.9 W.W.F. OVER ! I Z U.B.C. STANDARD NO. 26-R. OR - TOE NAIL 4-10d CCMP•:CTEG CsRANJL•"�R Lam_"'" �'-j""_rr'i J - U 3. REINFORCING (MINIMUM UNLESS OTHERWISE. NOTED ON PLANS) TOP PLATES & BOTTOM PLATES FILL. DC NOT USE '�APO�' TI I I�I I I- �- _-� A. REINFORCING FOR WALLS - SPIKE TOGETHER 10d @ 811 O.C. 6" - VERTICAL 44 @ 12" O.C. HORIZONTAL k4 @ 12" O.C. - LAP & INTERSECTIONS 4-10d EACH SIDE JOINT BARR ER I I I J < 8" - `VERTICAL M5 @ 16" O.C. HORIZONTAL ##5 @ 16" O.C. FLOOR JOISTS (ROOF JOISTS) (CEILIN. JOISTS) I i V kA B. PLAC$ 2-#{5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS, ENDS OF ALL - TO PLATES OR BEAMS - TOE NAIL 2.-10d SEE PLAN FOR SIZE 4 RE!ti>= � FOUNDATIONS AND WALLS. BLOCKING TO PLATE, - TOE NAIL 2-10d � ---------- - --- - --- - -----___�t C. PLACE; 2 '-011 X 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND BLOCKING TO JOISTS - EACH END 2-10d FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. CORNER STUDS lOd @ 12" O.C. ( D. PLACE 2-##5 X OPENING DIMENSIONS PLUS 4'-0" SECTION FACH SIDE OF ALL OPENINGS AND 2X LAMINATED BEA14S 10d @ 12" T&B STAGGERED _ +- -" --- - S �'�I O�I < - 2-N5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF ALI, SLAB OPENINGS GREATER THAN PLYWOOD SHEATHING' }- ' `l 1'-6" IN DIMENSION. 1. ROOF SHEATHING 51q" INDEX 40/20 4. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A-185 AND U.B.C. AT EDGES OF EACH SHEOT BLACKING & WALLS 8d @ 4" O.C. STANDARD NO. 26-6. AT INTERIOR OF SHEET 8d @ 8" O.C. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAID IN FLAT SHEETS AND SHALL BE CHAIRED AT BOUNDARIES OF ROOF 8d k. 4" O.C. TO PROPER POSITION IN SLABS. IAP ONE (1) FULL MESH PLUS 201 ON SIDES AND ENDS. 2. FLOOR SHEATHING 3/4" INDEX 48/2.4 T&G BULKHEAD JOINT ll'r'/ REINS. 5. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE AT EDGE$ 'OF EACH SHEET, BLACKING & WALLS 10d @ 4" O.C. RUNNING THRU JOINT t i,2 WITH A.C.I. DETAILING MANUAL, 315. AT INTERIOR OF SHEETS 10d @ 8 O.C. A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. AT BOUNDARIES OF FLUOR 10d @ 4" O.C. J03NTW/ 4 CONE. SLAB c STOPP!NG EA. SIDE OF JOINT. � a B. REINFGRCI G SHALL NOT BE BENT OR DISPLACED ?OR THE CONVENIENCE OF OTHER APPLY 1/4" DIAMETER CONTINUOUS BEAD OF CVNSTRUCTION ADHESIVE CONFORMING TO AFG-01 REMOVE BUILKHE,4D. COAT ;1�2'x.I'•'2'r, ib Wi F�xfc - W2.9x 1"-I?•ifr.i. I�''�U� IU•!v"'„ TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER. TO TOPS OF ALL JOISTS, BLACKING AND PLATES IM1,1EDIATELY PRIOR TO PLACING PANELS. '1 " r 3. WALL SHEATHING 1/2" INDEX 24/0 BAR !NSCR T ED W2.9 W W.= JOINT Wi BcJND BREAKEfi C. SPLAY REINFORCING STEEL AROUND OPENINGS WITH 1 IN ]Q SPLAY, UNLESS _ PRIOR TO PLACING ADJACENT OTHERWISE NOTED. BLOCK ALL EDGES WITH 2 X 4 FId.TS AND WITHDRAWN D. NIHI14UN COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: AT EDGES OF EACH SHEET TO STUDS, 8d @ 4" O.C. UNLESS NOTED OTHERWISE �� CONC, 4 RADIUS TOOL JOINT 31' ± 1/2" TO BOTTOM OF FOOTING BLACKING & PL.ATESEA./ la' SCE 2" ± 1/4" TO EARTH FACE OF WALL AT INTERIOR OF EACH SHEET 8a @ 8" O.C. UNLESS NOTED OTHERWISE 1" •r 1/4" TO INSIDE FACE OF WALL AT BOUNDARIES OF WALL 8d @ 4" O.C. UNLESS NOTED OTHERWISE CENTER OF SLABS ON GRADEQTW O CONNECT E. LAP ALL BARS A MINIMUM OF 36 DI4METERS, EXCEPT AS CYTHERWISE NOTED. N9 g � ( 11 // ---�/ - �/- -�-- ;• fes- /f-.- - n�� F. ELECTRICAL CONDUIT SHALL BE PLACED NEAR CENTER OF SLAB. 1. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE (3) ANCHORS - I � G. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HFATED OR CUT, U•1LESS PER PIECE. MZNIJlUM SIZE AND�A5 xujdPMc_.n NOTE: 4 G TO ONG. 5L-2i,5 GOES INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BX THE STRUCTURAL ENGINEER. 2. PLATES CONCRETE FOUNDATION WALLS 5/811 0 X 10" A. BOLT 0 4 '•-0" O.C. NOT ACCOUNT FOR CRANE LOADS 6. REINFORCEMENT COUPLERS SHALL BE LENTON, FOX-HOWLETT OR APPROVED, CAPABLE OF LEDGERS ,, STOP ''; RE.NF. DEVELOPING 325% OF THE SPECIFIED YIELD STRENGTH OF THE REINFORCEMENT. 3. XPANSTO CONCRETE WALLS 3/4 P EXPANSION ANCHORS @ 40-•0" O.C. >6) CONTROL JOINT DURING ERECTION. CONTRACTOR STOP I•'; REINS. e ! . o9! JKS aR�u:r�C'S PC 4. EXPANSION ANCHOR EMBE;DMENTS ]/2" � WITH 2-1/2" MINIMUM EMBEDMENT .r T C CONSTRUCTION JOINT TYP. EA. STRUCTiI1QL STEEL Mm MIBCELlAgnoUB •Tr,Qg (UNLESS OTHERWISE NOTED) 5/8" pl TaITH 3" MINIMUM EMBEDMENT YP EA. SIDE O COORDINATE H;_S CONSTRUC ION 1. STRUCTURAL STEEL SHALL CONFORM 'rJ ASTM A-36. 3/4" j0 WITH 3-1/2" MINIMUM EMBEDMENT LOADS WITH THE SL •>B DES!GsiNS / SIDE 2. STRUCTURAL TUBES SHALL CONFOkM TO ASTM A-500, GR. B, Fy = 46 KSI. 5. LAG BOLT INSTALLATION: 1/2" 0 BOLT = 5/16" NESE DRAWINCsS ARE Jl HOLE ADJUST !F REQ'D. SIE F'ROPERTI' OF JKS STRUCTURAL PIPE SHALL CONFORM TO A-53, GRADE B, TYPE E OR TYPE S Fy - 35 KSI. FRE-pRILL HOLES FOR 5/8" P BOLT = 13/32" HOLE `RC14ITECT5 PC 4 FRE 3. ALL FABRICATION, ERECTION, IDENTIFICATION AND PAINTING OF STRUCTURAL STEEL LAG T)1READS 3/4-00 BOLT - 1/2110 HOLE NOT TO BE IeEPRODUCEG SHALL CONFORM TO A.I.S.C. SPECIFICATIONS AND U.B.C. STANDARDS NO. 27-2. 1" P BOLT = 11/16" J/ HOLE W ANY MANNER EiCEPT 4. ALL WE'.DING SHALL CONFORM TO A.W.S. SPECIFICATIONS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. 'TH THE PRIOR A. ALL WELDERS SHALL BE CERTIFIED UNDER A.W.S. SPECIFICATIONS. 6. ALL FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED. JRIT7EN PERI'^:SIpN OF B. WELDS SHALL BE MADE WITH E70 SERIES ELECTRODES, UNLESS OTHERWISE NOTED. 7. CONNECT ALL BEAD.' AND JOISTS WITH SIMPSON HANGERS To DEVEIOP STRENGTH OF PK,5 ARCHITEG-5 PC 5. ALL MEMBERS SHALI, BE CONNECTED WITH SEMI--FINISHED MACHINE BOLTS, UNLESS NOTED ML.MBERS. �� CONTROL JOINT 7B QI LK.HE /� D JOINT OTHERWISE ON PLANS. MACHINE BOLTS SHALL CONFORM TO ASTM A-307, GRADE A. 8. PROVIDE STANDARD PLATL WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. 1..�V1 /-lj.,/ V ' `I 6. EXPANSION ANCHORS SHALL BE ICBO APPROVED FS FF-S-325 GROUP II TYPE 4 CLASS --- 1 "PARABOLTS" AS MANUFACTURED B'J THE MOLLY DIVISION OF BI,8CK AND DECKER TAMM OF EQUIVALENT' FASTIM91S - - - ALE! NAILS AND T-NAR9 �__� J Oran Hv Cherked Hv COR"ORATION, "REDHEAD WEDGE ANCHORS" AS MANUFACTURED BY ITW RAMSET/REDHEAD, WALID FUR LATEhAL LOAD ONIXI `1 "SUP-R-STUD" AS MANUFACTURED BY USE DIAMOND, INC. , "PAWL-STUD" AS MANUFACTURED COMMON EOUIV {PACING APP+Io TEMFA _'I ' ' u - S - r T_NAAA -__ L ' J y BY RAWLPLUG COMPANY, INC. , OR HILTI KWIK-BOLT'o AS MANUFACTURED BY }LILTI NAIL SPAC,,vo LS lot)No. Da Ua1e• INC. FASTENING SYSTEMS,•, I. r 1 114-7 I/•' 7. ANCHOR BOLTS SHALL CONFORM TO ASTM A-30.1, GRADE A, AND SHALL BE PROVIDED WITH Air.T ♦' v • •♦• STr�LiCS-i�14T�S WAbHER,' AND NUTS. GALVANIZE EXTERIOR BOLTS. GALVANIZING SHALL BE IN • e' 6' 1' 6• T 'q ACCORDANCE WITH ASTM A153. e e 1rt o 11 1/2" e• I0- 4 MISC DETAILS 1T1 8. BOLT HEADS OR NUTS BEARING ON SLOPING FLANGES SHALL BE EQUIPPED WITH BEVELED 11' 610n it' 1♦ • It• I4Ir+• �) WASHERS. 6e AT ♦ 2 fit" ]1r1, ♦- 1 . ♦" 6. ♦.. �. {' Siit a lit' {• { 15• r , Shee!n,le 10' sit a IQ {" lo^ 6 1 I it" �) ,oei1T ♦' a t v tv . Sill" `6' 1 I/ ♦ ♦ -er e' 4 Ir1' 6 1/=• {1/1S Pit' 7' It" a rid' - {• p' AOTt --- PENETIIATION M rm DEPTH OP p MM, OF THE STAPLE o11 NAIL WM M OWN AIp�11 1111=11fD toATTAIN ITE FULL GMOITt S1 rJl ISIEAR VAL,*1 1011 LARVAL LOWNS. , m F w " 111"TH-tS D04(E14T IS LESS1111111 II I'I III II! III i III � 11111 I tl III VIII I III III III I I III III III III III III Ilfhll III1III 1111111 LEGIBLE THAN TATS NOTATION, I I I 9 I I I I 1 I I I I I I 10 I 11 I 1;L APRIL 26 1993 IT 15 DUE TO THE QUALITY OF No 10 0•�pg"- TiiE ORIGINAL DOCUMENT. II -T---- Illllnll�lll lill�llli ILII Illi ILII 111111 II 111 lllll�llll_�IIII I;I;Illll,lllililll IIILIIII IIII�IiII IIII�IIII IIIII1111 IIII�IIII ILII illi III!I I-I!II1IIti;II1IIII ILII Ill llll�llll llli�ll llill!ill IIIIIIIIIIIIII !III ILII! ILII I9IIIIlullill� Iltll�ll IIIIII£Ill�1111 LII Illlliltlll�ll �JT.aGI, 216 STUDS TO `l F,4GE OF COL BELOW' FLOOR W,' HILTI PREF- - - --- - ---_ ____- --- - CC eq 04 POINT I,44, PFH SCREWS • (a'o.c. TYP 4 PL.=CESloos Q� 5EAR LUALL 5r+ u�D / I S \ \11-F",,c . H Cx WALL SHEATHING t - - -:.8. SIZE t I `i. a ORM<NN 1 ••,e ''J v� -�-- 'EDGsE NA{LiNG 1.) 5PACING e tE � -4' RE INF GONG SLAB /�\\ � i(\� W/ $d'g LWOODo ON ONE SIDE %48 I o. A.B S _ c, I/ • �,I,. 2 --- T /z5 3' x3''2 YO.25 FULL HT. 4 TYP. �( `,�� / TYP. U.N.O. -L-IN.D/ 4 2J PLYWOOD ON BOTH DEEP FTCz 0I - 52- SIDES W/ 8d'S 3'o.c. o.c.>' w' 06 g 16'o.c. EA. �d -- _ -- `OP t BOT OF FTG. -OFOF EQ )EQ/ , _. . :- SIM. - --- --: -��� W.WF. OVER I' SAND OvER F''G TO BE 6' MIN BELOW � � � � , ' I � ��\� Z `✓,4POR BARRIER OVER COMPACTED r:'N. GR"' DE TYP 2 PLACES � I � � I \ 1 TS 3'/2x3'/2xO.25 FUL_ HT. DWL NEW FTG TO E✓'ST'G FTG W.' 2-05x!'-6' TOP OF STEM IUAL- t BOT OF FTG. EMBED �1 '�� 5' MIN !N EXIST'G FTG USE HILTI-C!OO EPO/Y Ery 51 I �\ ;� / \ I NEW SHEAR WO:LL DWL SHALL BE �.004-EG C-R OF E�'.'57'C� �I ! TYP. I L!-- - --- (�\\ Wi PLS WOOD kA REBAR. TYP ? PLACES •. _L,r�_-_. -%. _ -- --_-f-U,_f-�- ,w+ :--- - .._ __x _/_U�� - .t_ _- .__�__Uc_�I•• _ _ ._(- - --1 -U -_ .__ .1- -�--r�� �- -E I.) USE 8od'S 80. . FIE--L. DNAILING. _ - NA IL�INGl . BLOCK GE SRTE ✓ PLYWOODPANELED W/ 2x FRAMNGI U c:_ 1<9 UNPERPIN EXIST'G GONE r DET 5/52 SIM s► NEW g TYP 2 = tp FTG W/ 6'-O' SQ. x 1'-6' W/ Mo SLAB t EXIST'G FND 51 PLACES / I ✓ 7-•5 E.W. BOT (TYP 2 PLACES) ;\ _ --NEW 6' GONG. SLAB W/ «4 s -3 EA. WAY OVER I' SAND OVER v �i ...........I............: VAPOR BARRIER OVER COT-1P4G7E \ � o i 152 GR4NUL"R FILL V) �n / ? NEW 4' CONC. SLAB w/ (bx6 W2.5xW2.9 \ O W.W.F. 0\,/'ER I' SAND OVER -� ✓APOR FARRIER OVER COMPACTED \ GRANULAR FILL / ROF OvE>%15T'G sl JPF. LACES 3 y 52 , E::!'ST'G GUS. S EXIST'Cs GOB'S �- L r� I o �. /' 05 4'-9' SQ x!'-©' FTG. W/ 5- x4'-3' �~-- --- "` '� E.W. BOT W/ TS 4x4x0.25 GO \ FTG Wi5-«5x3'-6 TRANS t 5-05x5'-O' LNG-. +0 BOT W/ 75 4x4)e0.25 GOL -4'••9' SQ Al'-O' FTG. W'/ 5-•5x4'-3' �SI Sit - �� I E.W. BOT W/ TS 4x4;KC.25 COL / I NEW TS 3'%x3'/zxo.25 DET. 2iSl SIM - P` T AN ,ER % I e BASE fE'. W/ 2-g8'm PARABOLTS. (_ _—_ ✓ EMBED BOLTS 3' MIN IN EX'ST'G \ Q STEM WALL. (L NEW GOL 4 EXIST'G \ DEAR 52 SIM 11D XIST Cs FNW —_. ..� Sl / �01 s / E D. ,� — \ V -� \ . — Lu 4 � i NOTES: � a5z 2'-O' SQ, x. I'-©' UNREINF. FTG. vj _ - . L..,ENOTES SHEAR WALL TYPE SEE SHEAR WAL.. '�CNED. / =- 4 �I G-; T7 P. y� ) �'yi' 4' RE'NF. GONG SL"5 W/ 6x6 W2.9xW2.9 2.) GON R,4GTOR -0 VERIFY ALL EXIST'G GONDMON5. { /,-f\ 2 ,J.UJ.F. OVER 1' SAND OVER COMPAC7ED NOTIFY STRUCTURAL ENGINEER OF ANY DI5CREPANGIES I�} �C gl C:RANULAR FILL BTWN. S'iR1.iGT. DETAILS t ExIST'G CONDITIONS z • 4 Iti 1`' ryj TYP, Q ����✓ x���v� 3.) SEE 4RGH. PLANS FOR DII"'1EN5IONS 0 4.) SEE ARCH. PLANS t SPEC;FIGATIONS FOR INSULATION W 2'-O' SQ. x 1'-p' FTG 6 FOUNDATIONS. i►1� 1i„t.;r;.• . 'f0 C�?•��..:! I4V ^z FOUNDATION �w UNREINF. r.; �l-IG!•��L.r- �N�µ'•1`( '::.•,.'>i � �.d ,152 '/e'=1'-D• W e (�/� � < z Z W �' <- . W iA� BRG 'E 34x-Ixl'-0' CTR'D IC UNDER COL LJ/ 2-r­s'm 436 THREO'+DED RODS IN HILTI NE'W GO"? = 4, E/.�ST'G COL C-100 E PDX r. EMBE D RODS �'/z' M!N 'N EX15T'G 00 2-2x4 T'S N,�iL LAMINATE It STUDS, FTG t COL � STEM WALL. PLACE E�OLTS ;I ti T- W/ Irod'S a 12'o.c. '!'Z' FROM ENDS OF fE. SEE PLHN NEWT COL 3''?' MTL STUDS 1E ''ax3''zx©'-9' ` _ � t USE DOUBLE NUT ,� �/ �� EQ - CTR'D OVER TS a PL'r WOOD SEE '!� 2x6 57UDS 6 10'cz. c x'1r lia 6 16 o.c. SHEAR WALL SGHEG -�: 0 NEW SLAB + ^ EXIST'G SLAB 11 3 . "''_' TRACK W% POST W/ ?- ''s'� 31/x' MTL STUDS -_ ✓AI.L' d?" OVERS ? r CAUL- BY OTHERS x3' LAG SCREWS I, I 86'15 � 4°o.c. I PT 2x.6 IE W/ %'mxIO -__�.- -x�.,-- {'' ' 99' �K8 ARCHITECTS PC • �'m i ! D.'4" t POWER I ! T o.c. T T I A.5'5 a 48'c.c. U.N.O. T fE I 1 T5 POST .. DRI'✓EN FAS �ENER g ro o.c. � 4 OF � �YP. U.N.U. •-��. ,.1 ,'� . __.. , . „ _ .__ ruEsE DRAWINGS ARE C'UT t RE"^U'✓E E/'ST'G t i r , •4x !,ONT W/ T.O. EX 15 SLAB I , 4x CONT W,' 3 - -� I I 'S .::3xG.19 Q ,�c ,. _.. . ..._._ _ _ III _ =.'M / I I ki ! �_ NON -SHf�'INiG GROUT ruE PRoAERT� of JK9 a �✓5 CORNER BARS t '✓AU T F OGR I I ' CORNER E'HQS • ✓Ib I� ,I I . t, 4'-O'o.c. r� F. I- 2-«5 T/B - - -- .--�f.-_ --' i ''--= REMO✓E TOP OF EY,I$ G "RCNI ECT$ PC .�p.E ,L�=e Hs REQ I I L L E 6 r A 4 REQ'::) NOT To BE REPRODUCED 1, _. _ _ __�--._.. ' - _I. 1lC OR ER BARS I II. 'm A.E3'S EA _ I STIFF '/ I/ �. I ��w _T ANY MANNER EKCEP' G r✓ S �W j - 3 -- % 1 x ✓' I- - t B I I TS POST I -- _. �_ -..^'f` _ 2- fE S 4x3 p xl'-0 --�\.-1 I -- EX .. G ;=,G t STEM WALL N SNF PR oR ' NT I I ------ --- \ i I --.0 -i -- II _ I t� 1 1101-, i �l.1RIT?Ely PERMISiUti C -- - -� -- _ I _ - -1- --- -- _ - -- i.,� - fE'�J !/4 xJ'/�x�'-J° t '• - /r i 1 -s ! -- _ - _- -_ - ! I i_ 2 ST FF I 6; IT _� . 1 _ - - i � I_ ;���= I I '`'--� - ., —-1 I� 4t 48 oc f �+`- � -� 4. I I cv 0 «5x SW Jr, CUT t RE`40VE LI MIN _ 0� -I (t UJALL ALT HOOK Drawn By lhr �H, _-. IFS W vER �/ I�-! .I { I� � I i—:-1 �I.•_l I-I��--I 'f �' _ - ------- ---___ ----- _ I�-I i_ I�.IWI i ��15�Q sL HBND _ - - - - --•--- - --,�~ - ------_ -__—_ - - --•--_ �! __.. -- Q ✓AULT I`IANU 1-- -I i 1=-={ { _ - - 1 I - -I {� 1 ( -�_ _ ---- •� _\ lob Nm Date . -. 1i.�... '+- 1 E✓I 7'(-', W.W.F. - .• - ro 1 --- 9- - ' =1 I I--- -{ { I�--1 �T r! I !HTO NEW SLAB I" J - -- -- 'I� �D PLN 4 f ION � 1 3 } � I-6 � � , I. � I�IiIII, -;ii ( II1 L4N t DET,-V, 4s SuoWN 14 GL R dl •�;r � J 2' J 44 o.c. ix... 24'o.c ,� EQ - N ! 6 2 - - 3 CLR L__ -O - - - -- 2 SPCTION t - '-©' TYP ' - ---� 3 c < <oN - i - _--___ _______.._____—_ -_- U.N.O. — NEW t EXIST'G FTG SE -- 62 a'=! -m' SECTION + -}-t �r SEE PLAN FOR FTG SIZE t REINF -- - _ E C I I ONS2 8 _ 5 _ SECTION in (52) +-+,2 K, th OF • t� r1f;8 DOOMENT IS LESS 111 l! .111 111111! 11 j�1, , �, ifiii 1 F�Il;il . 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ABOVE TO REMAIN C63)0 EXiST'G COL'S r- ABOVE 2ND FLR EXIST'G I I COL _ J ' CIA 3 �-- Ij! 41 NEW COL'S 3 EXIST'G COL I I W -NEW MC 18x:31.9 CHANNEI,_ EA FACE OF EXIST'G GL BM II II TYP 4 SPANS II II II '� II II 11 ;; II I I 11 Ic t II li CL >= i I I I IIIiIIIt tI�IlI SI5� SIM W/ 3/4' SIM W/ 34 �-7 BRG lE BRG fe • EXIST'G C OL'S ABOvE EXIST'G BM (59� 0 GL , 1, 1/ ...L __NE 5 8x31 2 GLl S5 NEW COL -RE' BELC"J ! 2x6 16'2 c. USE _;4x"1.25 0 --{- - - > -- CANO'=Y FRAMING MEMBERS ' TS 10x4x0.25 T45 f^J 51/8x101/2 GL. ABOVE WINDOWS 19 � �-� Z 2-2x6 CONT HORIZ IE'S BELOW 1.3 SIM m BM TO COL ` 1 T 9/S6 SIM 0 ENG SS 5(, CONN TYP < F= L"CE S WINDOWS DE CONDITIONS TS hx2x0.25 �,y,� 1G TS 3'-2 x3'/2 xD.25 FULL HT COL z U S5� WT 6x9.4 TAPERED (ABOVE) tv 4'-O'c.c. MIN DEPTH OF SECTION m Ext END c3' O O� '7 ��I I IV �� N DEPTH of SECTION +� INT END =6' NOTES: W 1� N L11 ' _ ._ L 3x3x'-4 (BELOW) g 4'-0'o.c. MAX L) DEFL.EGTION CHANNELS ARE REQ'D tv TOP OF WINDOWS W i 4 STOREFRONTS TO ACCOMMODATE 1/2' VERT DEFL. 2.) CONTRACTOR TO VERIFY ALL EXIST'G CONDITIONS. NOTIFY STRUCTURAL ENGINEER OF A,NY DISCREPANCIES w - BTWN. STRUC.T. DETAILS 4 EXiST'G CONDITIONS 3,) CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQ'D tA W ' TO INSTALL NEW BEAMS 4 WALLS E/151 'G COL II I II II r - REMOVE BOLTS IN I 1 CONT MC 18.x51.9 EA FACE E/.'ST'G DAPPED-IN 3, NEW CHANNEL EA I( OF EX157`G BM WI 7/8'01�1.B S ; SIDE FE'_ S 2 NEW SIDE I� rJ l6X it II 1991 JKS ARCHITECTS PC 9 9 8+ 121o.c. U.N.O. STAGGER crt, ,,, 12x1'-6' DAP INTO BM SIDE OF BM -� li i1 WESE DR-WIN65 ARE AS TY OF J<9 SHOWN EX..= Cx vL. B _ _r��V : +RCHITECESPC 4 ARE ._.� N ANY t''ANNER ErCE=T r ♦ , 07 TO 0E REPRODI+C - � � ® �'` E%IST'G BM I _ G� EXIST'G Gl. BM E%ISt'C= BM RI THE PRIOR �a}i 4 NEW CHANNEiLS I 4 NEW CHANNELS KITTEN PERr`1191oN of K5 ARCHITECTS PC 4 NEW CHANNELS I / � ► I I I _15W.JG ! 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ATTACH NEW CHANNELS TO ExIST'G BM'S 4 COL'S AS DETAILED SEE DETAIL 1,53 FOR INFO NOT SHOWN 3,) REMOVE ExIST'G COL'S AS SHOWN IN PLANS - &ECTION S3 i 5EC;T f O.f- ----- 5� t 7 CIF +aAw r,-_,._._ ..._.....�.......Y ,. - 'I I I I 1 1 I I I I I I I f t l i T 1�-1 t l T I f1' F I I I I I I l i l l � l l l l l l'I I I I � I I I I I I I I I r 1' 1 1 1 1 1'1 I I I I I I I I I I 1z>�'`THs� Do�Ap>'rNT IS r.Ess III I ( IIII � I 1 11l l � 1 I � fll � 11 I � ISI I � IQ III II � I � I I I I + ( III I � I I APRIL 2� ( 993 - Is 8 + LEGIBeE THAN TkIS NOTATION, 11-- -- - -�1 — --- -^ ---- _7L o�__--------- �I - 1�_I y • I r I I w ..,. IT IS DUE TO fir'E QI.IALITY OF���--�- No 1'11E OE2IGINAL UOCUMENT, Z Z TZ 0z81 BT LT 9T 9T bT E�T 31 It 1 81IIL111((!!8 4II11EE Z II Trauw (III(flfhlll (III Illllllll illililll�l ll�llll Illl�llll II 1111111 Illullll IIII�IIII III�IIIIillli�l lll�l llll�llli (III (III IIII�I�'�II Illiltlll IIIIIIIII�11 Wl llll�lllilllll�lI!IIIIIII! IUI IU► !1 1((!11111 1!II 111!!!II!I!!�IIII !1�II!I�IIIIINII rOF' OF 4x. FRAMING tv SKYL IGNT OPENING =T.G. JOIST ,, J 2 xE BM STUDS GTR'D UNDER OF 4x 2 SIMP 435 TY"P 8 PLACES 4 WALL 4x BM SHALL FULLY EXTEND INTO STUD WALL TYP 4 PL-:GES 2x6 32o.c. W/ 511"lP U2fo im 4x BM Ld / [-SK*'L IGNT SHAALL NOT IMPOSE AN`' THRUST LOADS ON ROOF FRAMING PARAPET 5 ��� '.' .`/ - SIMP HU6412 9 SIM 9 ENDS OF 2x fE'S BELOW I TYP 6 L PACES ab WINDOW 1 fax ESM. j T.G. COL 10 xl2 � i� / �/ Sb gee PLT WOOD S SIM GL FSM SEAT SEE STRUCT NOTES fox F3M'S 56� , \ 6x12 I FOR NAILING _ 6x�.. 1 2x, HOR1� 1E'5 - �'[jx ( c+ I -- - 10 Sig ' ID TOP Cf T5 COL 4x12 x \ �60 1'P 2 PLACF_S s0•C'i'i�I � 6+ryZ�(o ® �(� /' I �� 4xl2 VX \ Xb 6 \'\+'� 86 TYP 'L P BM t 2x HORIZ fE'S to •- I \ Q L C,ES Y1 y SIM. I%. 5'�axl2 GL-• �/ 15 I 2 PLACES I 0 LOWER 6 2xb�i+ 32'o.c.— L,`�'B ;0 0 4 2B •�� 2A ROOF l TYP: GOL S IN WALLPL•aCES USE 2-2x&OVER END OF fox c3M � (/ 5fo �Sfo� 1p+ I I Sh SIM. E'1 ENS 'v.G.\S E�ELGW / _ 36 -}� 4 ATT4C�1 ENDS OF CONT HOkIZ FE'S It ;:PPER ` - 2xfo .4 r 2xfo STUD ,•_ IIS •' OF 5!GN W/ SIMP 435 GtLQ U 0 jt 86 1 5NOU SNE✓ f` 41- ►t c r - >t—�-- _ I•'� .g1> , ROOF CRIPPLE WALL,' t ;�'-�' -n DET. 9�. T o 1 O •T �� - 4 t S6 SIM fox. ESM O E:< ST'G I59 'EXI� � / I COL CONN TYP 2 PLACES --- -_.__ (f) ca M B , SBELoW a 490 �• / I, / / // j' \ pp •I EXIST'x COL I \ �' • V i 14` BOT. OF SiGti 4'-©' CLRT o 0 I f �gW FROM TOP OF ROOF r3 I �� 5'40 EX R4 STRONG PIPE t SIM. Sfo; E3GT. OF SIGN 4'-©' CLR ' 14 I I FROM TOP OF ROOF S6 __� •!� �` 4-1 5'P EX"R,4 5TRONG PIPE -' f ADD NEW Ido' TJI/55DE g 32'o.c. SIM. 14 BETWEEN EA. EXi JOIST / O _.4) j1 t :ADD NEW Ifo' TJ1;55tOE 32'o'c; -.�- � f I BETWEEN EA. EXIST'G JOIST I it o - 31/sxl9t% GL \ � 3116011,12GL- , 14 16 16 \ - cl( � �.. I I W I TI � �. I' ADD NEW T6' TJIiS I E Ig 2'o -. I C� �. I TYP \, 1 BErWEFN EA. EXIST'G I T - 19 A NEW I I 86 3 tib' GL SiM 4 PLACES I I I Tx THIS SIDE OF _ I; BLDG ! " OT 1 �� IOF IGN CLR CrJ �� � F O''�1 TOP of RO 5'P EXTRA STRONG PIPE `� ' / I! '! -.� ��� •� NEW ,•,'' �� \ I \\ /' r' J6 TSI t /// \-� 5'P EX7RA STRONG PIP O Cie 511; 19 EX I ST'G GOA. LuL, .._� ---�f�_.._ __-tea-_ —�'----o-. .�..._.._-.—..__-4�--_... .. ;i.-_.-._s...__...____._.__-_..�.�.-ao.►. L�_-._.__... . ._ -_._.... _ � � I 18 ` �, \ 17 51M. 56 / 12 ' DET !3/Sfo S!M IT CONN. OF T5 BM TO EXIST'G COL'S LLJ g6 la 3 5 _ .�- a x6 � 32'o.c. � '� S6 s�i CURVED TS 8x4x©.25 480,✓E WINDOW z • g SIM 6 fox BMS CURVED TS 4x4x0.25 BELOW WINDOW < S(o t 2x INOR!Z le's - DET 9/5(0 SIM 6 CONN OF0 W fox 5M t 2x t-IORIZ°� fP--'S z L) �( ROOF FRAMING FLAN NORM S � TOP OF COL TO EXIST'G COL - ------__--- — —----- -- W NOTES:_ 0 W Xk w1.) DEPL.ECT!ON CHANNELS ARE FEQT-� fl) TOP OF WINDOWS < d 570REFR0\;75 TO ACCOMMODATE '/z' vERT DFFL. z Z 2.) CONTRACTOR TO VERIFY ALL EX!ST'rz CONDITIONS. ce NOTIFY STRUCTURAL E'VGINEER OF o-+N r D!SCREPANCIES W <` BTWN. STRUCT. DETA!LS t Ex!5T'G GOND7ONS !„a- 3.) ALL WORK !N EXIST'G ROOF AREA SHALL BE DONE DURING WEEKENDS AND/OR -::AFTER uOURS TO AvOID W D!5TURE')ING TENANTS. 4.) DENOTES SHEAR WALL TYPE SEE 5HE4R WALL SCHED. OON 5HEET 52 5.) CONTRAG T OR SHALL PROVIDE TEMPOR41i SHORT' G AS REQ'D TO INSTALL NEW 15M'S 4 WALLS Re%is,u"s 11991 JKS ARC14iTECTS PC NE$E DRAWINGS ARE �-IE PROPERT- LT- JK5 •RCHITECTS PC 4 "RE NOT, TO BE REPRODUCED IN ANY M.:.NNER ExCEP' TN TNF PRIOR RITTEN PEWISION OF K5 ARCH'?ECTS PG G,`1 - _ �4 Ct-- K) Ihawn By — Checked By 41 lot No. Date �i PLAN 0 _ _ Sheet Tnle Sheet No. u S4 .r tl) I U jFT THsS DOOMICHT IS LESS y ' 'V I I I Iia I I I I II I I I i l i i 71 �fifi1 I I'�1t� �l ��11 f'�' •1 F I I( I�. .I I I � I I I I I I I I I I III III III III III I L I I I I S t I f l'rl I I S III I I I I� I��I I III III I I __ _._._, _ r.wn...�.....,.,.,�....,... .._ _�.. �.,., • • LEGIBLE THAN THIS NOTATION, _ I �___ iJ�'tl I �� I b � _ I p 1p�� APRIL 26 1993 111 ( IAC, IS DUE TO THE UALTTY OF'`— S ------ — _ waive','. C? r�rntr 1 No Jl 'ij`..:LrY.:. THF'. ORLGINAI. DOCUMENT. --�— — -- � _ __ _ _ __ _ IiIjEi4iiIiii u8'11111 9[ L T 9 i T b[ E� Z I T T i �8 �P 1 9 IT9IIII IIIIIIIIfIII IIIIIIIII IIIIIIIII VIII ' IIIIIIIII IIII IIIIIIIII IIII IIII II111111 IIII IIII IIII IIII III III Ilu 111! I1111111Iu!i IIJ IIII IIIIIIIII IIII IIIIIIIII IIIIINII t SPLICE TOP fE W/2-S!MPST6236 �1 PROF I— - -I - . . 'S � 3'o.c. _ 1 PLYWOOD SEE I �� NGINff 4'o.c. USE S!MP ST2215 F ! � T.O. P.:aR►= PET !2'_P�' /�� I d 86 4'o.c. t-14X ABO'✓E E/15T'G i SHEAR WALE SCHEG. 2x BLKC: / ` 5� A TOP fE S`LICES I r ' 9R y g� 1 1 2x RIM JO;ST ROOF \98d'5 a 4'o.c. FOR NAILING _ 5e' PLYWOOD \�� ,� -C - z PWOO✓ \�,�"/ _ _ a4 '� 2x,o a 16"O.C. SLOPE TO f:='-"CE 2- !6d TOE NAILS `� . ' ' �_ �� g d'ocE NAILS - NEW 2r4 BLKC a 4'-O'c.c. f�' i 2r!, t• 16'o.c. (on's e 6'o.c. ) q SIf 1P H3 ENL OF J0.5T e W/ 2-,6d TOE N, ILS TO I ✓ •'' - .,. c m END OF EA �` - BE'✓ELLED 4x6 FE :T),� 8d'S a 4'o.c. FULL H7. STI:GS I ✓C3 6 a 3'o.c. 00 Qt1__.G��' SIMP A35 a r a 3� c.c. Ri,Sc PANEL PT. NE.L JGIST �pFi C. / 2-1E,d TOE NAILS EA JO'ST - ' 8d'5 a 3'o.c. J0167 I 2x6 16 c.c. EXIST'G ROOF EA JOIST !? # /� r ! = _�_ --. ,,r P_T 'WOOD ON - OWER ROOF �1 2r E3LKG 1, PLYWOOD 8d'S a .4 ...c.. �- 1 + / T ( SU'S 4'o.C. - -. i- d+ a `� I ad,5 to 4 o.c. . EX IST'G ROOF I WAIL SNE.",HINCx i j .4 T 2- I USE �8 m E3EAG OF 1 I 6d'S e 8 o.c. _ :x(o a 6 c.c .r.. IE W - 16d'S r �/ P�YWOOG REI"!O'vE I a EA -RL,65 ,r ExIST'Cz ROOFING I 2-16'6 a EA 7RUS5 3M 5230 GLUE a -V - 2r8 LEDGER W/ i NCR. g GE' 2B A6 REQ'G % TOP OF NEW BLKG I/ SEE DET. 1/S6 FOR °.cIMP uZ6 1-;:)R. SEE p:_.�N �_ 1(od'S o Ems• _ T � t JOIST z' PL`r WOOD ;NFO NOT NOTEp 2x6 - 3- 6 CONT fE 5 _-=it x . _ , ,er `' ro. .a I � 4s1 = 10 3TUG N:,IT '` N-:'_ LAMINATE W' !'7 '1 �� I " GATW�.-K SEE LEDGER U �, 16d'S 9 12'o.c. r . _ _._n._ r _ 1 _ _ . _ _ - �- _IA ARCH FOR I/ GL BM SEE BLKG ,.. NOT REQ' +£ T. 2 I r PLAN DE B / \ 1 ID 8'o.c:, SEE DET 9%56 SIM / \ \ / / f NEW "J! I3TWN LOCATION CONN. TO GO_. / / \�, \I \\ \\ // // i 1 I EX'S-'G -RL,5SES j !I EXIS G /-IDR. --_� r . T 4 SEC; X 2 x 6 16'o.c. a I I _— - ---- - -- -— --- - r OPEN"�G FOR 8Q'S a 3'c.c. � / X f -T r / \ \ \ / -' W,NG W JE .i V i/ CATWALK SEE I ,� 6d'S r, 6 O.C. / \ I \ \ / / I '' ,L � ARCH FOR T 5EE DET. 1/S6 FOR 2-2x6 CONT IE'S `B kr % \ \ / / I WEB SI IFF R (y LOCATION (SE ;NFO NO' NOTED "O ' BY MANUF. , -�. NAIL LAMINATE lU/ - c 7! - Sa'S e 3 o.c. v ./-. _-- -- _�i 12 S6 FOR INFO 1 (n b .r-, ., ..,p5 e ✓ _._ NOT SHOWN SIMP U410 a-TIJ I �. .�..� ri A I - - I S!MP NHU212 2 a , U 2-2x6 CONT fE'S 1� ` EX157'G ROOF- 2-2x& 31/a' GL 5^1 r1 1 T STRUCTURE �/ >) NAL L.,f"'IN.> E W; NOTE: JOIST SHALL BE TIGHT AGAINST - .? SECTION '6d'S a 12'o.c. _ BOTTOM OF EXIST'G PL'rWOOG ti • "— y ,Q �. SEE DET 9/Sb SIM s �� SECTION v �� S C1"10!�I T �7 I +S CT!011 5 5 C1" (Ol�l - . 1'_D. _CNN. o coL -- -- Ln NAIL ROOF PLY!'JOOD TO (4— �D� - 1•z" - 2-1/4' SIDE fE'S 6 � 6x BM t TS COL �S� �© T 2_ < `y 5 BM. W;' 8d'3 a 4 o.c. / / � � 5 COL 1 2x ' � W/ s/e'm M.B'S Sb IJ JOIST ABOvE CD TOP fE'S OF r ` -NAIL ROOF �'L'',u00G TO EA. n o 2-2x6 6TUD:� NAIL. I� a fi 1 �.v �, 5. I J 2x JD.ST W/ 8d'5 a 4'o.c. W:._L BELOW OWER P�+R.aPET �.; L..-�I IIN<.TE lJ, I6d'S � ^.. � I BRG ►E ex5�z WIDE I J ----,�t7--• r. p :0 12'o.c. M -. / ^-2x6 GTt�'D f f�'2 rf 6+ ,� SEE DET 10/56 PCIP i �� 41 7 J 4A 15 CONN. a T.O. S,L. COL 1 r2 6 6 '/' 14 _ 11 0', R COL - , -2x6 STUDS OV'-R 6x II I T"""P✓ I/4 ------ [-a- y 4r. BM ABD'/E _ , -` ! S COL t 6x BMS - } I/ �'' o 5 - � I � - . : EQ. - -- - -„j ' 0 a;, � , BRG P %x4 GTR D OVER Y 11. _---F 1 � I 511-IP H35 EA END OF a, , I n y 11 I/ 5.8+ BRG fE 5EE Dr T. C FAGTOr'1' APPLIED T Y COL LJ/ a �r6 �_�.Cs III / I, s / "� i, i/ �_ I ' fi a SON TOP FE'S OF PARAPE SCREWS a (t OF fE l _ fE ax6 <2� -II w/ �g m M.13. I , 9/S6 FOR INFO NO 66 - !, ! BRG BLOCr'; BY ,r^' �I. >I - - / P .ax4xD -4 __ ,cam �•, . GL Mr1NUF, o 5i`1 PLYWOOD (COUNTERSINK) YP / I SHOWN Y! ' i • @�: TS COL BELOW ROOF nr � 2-SIDE IE 1/4x41/4x ! h 1 1 X b W/ LE5S DEPTH r 1 MIN 11 ?, 51MP ST2215 a . 2-2x6 STUDS NAIL 1/4 1 / U I �_ 0'-1'/2' W/ V-0 MB'S i I 411 4 78 CO, t �. 3RG 1E %xb!'4x1 -3 ENDS OF TOP fE LAMINATE W/ 16d'S Ir� � q 6x BM BELOW / 6 x BM y M � 6r BI _ NEW I-OWER I' ! i - I4 t S Col ROOF - - It e'S t A TS Coy 8Q'S a 4 o.C. x 2151'`1 a �, NOTE: SEE DET,~!- �' C 1 TS COL S6 FOR' ENG CONN. O_ t BRG. �' •- PARAPET 6 2x E'S BELOW WINDOW 1 _ SECTION -_ -- - _ ,V ��,�1 , rr 1 1. ©i TYP. , .B?s OF a imSECTION it F�..A N Lu 2x(c 6LKCs a SI"I� :a35 CL IF I 1/4 vARIES �/ 2-3/4'0 M.B I'S , 2x fE'8 BELOW 1 ` � � II �' g 2x6 STUDS tm 16' O.C. � 'O B_KC: 1,,�; 8ca'S a 4'c.c. ""� (<) 2r T T u - - 1/4 WINOGW 6 CONT. fE S B WN. PIPES ��^ NEW 2x.6 5-' KG NAIL 70 TOP fE'S OF ,'CHER �'ARAFET TYPICAL TOP AND I30TT M `� 1 , 112' PLYWOOD EXIST'G BLKG W/ Ihd'S I I' a 8d's a ti'o.c. SECT I ON �° ! - 6 BLKG - I - 9 \\ S -}-I t� W 5 f�5l� i J ��� y I/4 '2 FLAN EC I OI '/8 BOL . GALVAN A-E, -tel _ t dC i WHERE EXPOSED. 111/2• ! _ - 8d a 4' •- .. -� ALS EDGES Dew L3x3x r4 Q I I r S C,-I ON - ,4 NEW 2x JO'ST / " 15'm EXTRA-STRONG PIPE S'MP C5150 a EA EXIST?G 2x LLIG"s fE'4 W/2-3d M.B. S 01 - FULL HT TO DBL 2x6 TOP tE T.O. EXIST'G. ' TRUSS. USE PLYWOOD 16d TOE NAILING THRU 4x8 ;rll"!P. 7518 EA. NI Z -- - t+ ;' (2.) 3r4'm M.B.'S THRU G. OF , SI`'1P J26 ATTACH I ROOF NG "' = a 8 o,c. '` aIDE OF 4. IN 4- E04 r PIPE AND G.L. BEAM TO EXIST'G BLKG SHIMS L„ • ACE OF fi % SII"P H3 a PLYWOOD SHIM LA"r'ER AS 1 _I pC tfF 1 TRUSS TOP GHOR:. 8d'S a r,'o.c. JOIST REQ'D. TO OBTAIN A FLAT \ _ 0 -� 3/4-0 NEW TJI �•�i 1 .:S REQ'G I T*'P, i/- --, U ', (14) B.'S a END OF J, NAILING SURFACE 4 mm� 2-166 TOE NAILS -'� SEA. ANGLE TYP,2 PLC'S. ---- - ---- - /___ u I � . 7W00G A END of JO!57 �;- -__-- - _ -. �___t _� _ .I— - -- �f- _ . - - -- -- - --- - - -- r • •S C t _ r 2x4 a '�c'c.c. VI r� Ifxl ' T OL -S BM ,, �� ° r -TS 8x4,-.0-5 T 1- I SEE GE 10/86 FOR �. - ��! 1 I I I _ I �_ �..aOvE t BELOW � ,', �, `t _ � I I I `l EXISTING' - ROWS OF ..x4 B�.K'G. EA. W • ---- I r iTT- -- W'NDOW DET �' ToP 0>- COL. r - �, ►. 1 I TRL;SSES I \� SIDE OF NEW JOISTS AND (2) 16d TOENAILS- , , SII P. H3 EA. SIpE OF 4x } I 1 I I ` BM'S. i !) ROW OF K' v 8Q'S � 4'o.c. -- -}:,_. Jr- _ � -a - � � 1 ,I � I BL G. 12 SECTION -1 Ik - }✓ 1 't l" � SHALL BE 4LIGNED ALONG o uj m.--- -- - -- - AT 1 ACH 2x IE'S I I i I Of' i 1 of PIPE h.. I . I r ,'I 3x8 GTR'G. UNDER 4x8 W/(5) I I �. T5 BM W/ 'I 1 II EXIST G. JOISTS X I I 3/8 mx5 LAG SCREWS a 4- TO , �lll II . r II II < t r I II BET OND I /1 c.c. l SE 2x8 FLAT BLKG. ! I I I I I ! �'� I I 3; , HI" 14 POINT I t 1 I 1 1 _ I, I I I fE 4X6 x© -e W,' (2) 4 1/4'm PFH SCREWS I I p I I OTHER SIDE OF F _YWOOG. I m' i' I k� NEI�3 \x19/z G.L. I I \ m M.B.'S AT 6' o.c. Z NEW 4x8 NOTCH q I j IIXI , A j A IXI 1XI I/ a 12'a.c. TYP. • AT EXT. END -� __1-- I, cs >- f r_✓ ,�, \- NEW 3/axle z G.L., SEE 1' z PLYWOOD x 6'-O LONG -6 r I I 11. �a W T .J,S6 FOR BRAGS D �. u.t �0 �9 u I , ' ►. ` LOC:a E JI TO Ic , TI �_ r,. _/ ON SfpE OF TRUSS CTR'D. ' M` - � P. EXIST!I�G WALL 'r4 ► S 4x BEA^''. NAIL TO ALL '" 3 u� ;n J e I I r ,�, CLEAR BRACES th - I I. TRU-5b P''EMBERS W/ 8d a 1 1 -0 W T.O. PARAf=ET '2'-D' M.aX. - I ! oz. BLOCK ALL UNSUP- u EXIST'Cs. CEILING TS 4r 4x0.25 ► 0 -- -'� - - _ _ - - r ABO'✓E EXIST'G. ROOF I I - PORT[EG PLYWOOD EDGES _ W/ 2x4 FLAT BLOCKING. \ ul ! X 11/2' TYP. -NOTE: (1) USE 3/8'm BEAD OF 3M 5230 ADHESIVE ALONG (2) 2x6 GON . ,'E'S T ! / OPS OF ALL. NEW G.L. BM S., JOISTS t BLK'G. �u\ l2) 16d a EA. J015TJV l4) L3x3x'-a ,� / (2) 2x4 FLAT BLKG. a 24' c.c. SHALL BE USED r 2-r6 STUDS a 16' c.c. �/ 2) fE'S ' 2 X3'x(D'-6' a BETWEEN EXI.ST'G. t NEW JOISTS / BEAMS. BL<'GI _ ' OF PIPE W/ 3j0, M.B. 1.4 S C�' ION SHALL BE TIGHT BETWEEN JOISTS W/(2) 16d TO SEE GET, !,S6 FOR •�- N«+ILS AT EACH END TO JOISTS i BEAMS. INFO NOT SHOWN 13 SEC { i ON `'j�p 1 =, -p EQ. EQ. P�'I WOOD ON _ ' NEW ROOF NEW I JI OR T Y t PLYWOGG 8d +� 4' O.G. G.L. BEAM CU EX'S, 'C:. BLKG. YP 12'-0' MAX. 450✓E I _ ' 45 REQU!F'ED I,4 ! I/4"><3'/0'-6' 745 \ EXISTING RGOF ?Y r6 W 5 EA. - � a s, a / rr rr a - - ---- - - - - TYP 0_ S IMA > > a >+` -� fE 'i4'y,$1/?'x0'-ID' GTR'D. �. �_ I/4 �� P. EX!5"G. ROOF .40;1 3 'm 3M 5230 CON i s IV } {'� EA. ENG A BR•=ACES. I .ET.'y/S6 SiP". '` P- g T ^ ^r EN[-,, e / I; IAr!-- TI t - - --- -- LOCATE S, 'S 45 REQ'✓. , I 1 HORIL, FE'S ® PARAPET ON T.S. BM. W/(4) /2 m x r i (PLY�L.�C, BERG OF GLUE AT TDP L s PL-1 WOOD. _r�I I WEB STIFF. BY TO ELIMINATE GAP BTWN, j/( f �1 AND SIGN. GALVANIZE SLOPED 2r. v T �� ANGLES a PT, O>^ INTER- ..i-L E%'POSED fE'S. 13 r' I liggl )KS ARCI-11"ECTS PC 5' LCuNG LAG SCREWS. -- �' BLOCK ALL PN_. MFG R. a J' PL.�CE SCREWS 11,2' �, ��\�! 36 (5) !6d R.aGTER . 4 EDGES Wi . x FLAT !I i SIMPSON H3 i 5ECT'ON. / -- FRO"'' =NDS OF PLATE. "j I 1 I BLOCKING Q r ( �^ i ., 16d a 6' o.C. EXIST '. %z" PLY- 1 �� it / I a `k I '.EW T.S. 3',2 x 3 lx0.25 ESE DRAI,JIN�s ARE - - - -'� TOE WOOD SHEAR PNL. �I�- � �.� I p E PROPERTY OF JKS c1, ` ' O� NAILING r- i rd i i ; � , p FULL HGT. ALIGN SIDES RCI4ITECTS PC 4 "RE f ++I ' NAIL TO NEW 4x I rr �� � �� �i G? I `- OF NEW COL. W/ 51DES oT TO BE REPRODUCED - NEW G.L. BEAM -- I 01= COL. BELOW (GAL V.? - r -; -•- - !6c a �o' o.C. POST AND TJI OR �� `'� ri / I8 N "LATHE PRIOR ErCEPT . . ._ �T G.L. BEAM W/ (3) ..-`-- --s•... 5,. , • I ITTEN PERM'31ON OF 5 AGGERFD I -- -� r 8 M.B. urAkk 4 -D "!N. "BOvE .ry' 7 \ \ WEED STIFFENERS / Sd NAILS �r ® $ C.G, i \ I + KS ARCuI'ECT'S Pr. rcr8 m 7.5. B►"'. USE (2) - �`" BY MANUFACTURER / 8d a 4' D.C. \ /` fQ 1ia'x4l1z'x.G`'-I©' CTR 2;,(o�_ '- 7x6 CONT. �� NEW I JI 11 R ` 4x4 POST CTR'D. � EXlS I INC ROOF ._ •_ fE'S a SIM. I �� L UNDER NEW TJI \, '� GAL ✓. L3X3X'•4 Dl awnBv ( eckedBy ON T.S. 5r-1. L1/(2 ) I%'m x ��! T.O. (2) 2x6 OR ca., BEAM \ BRACES. BRACES 2x4 BRACE A7 ! 5' LONG LACI SCREWS i cv 12'-D - c.c. 2) 2r6 a T.O. T.O. OF T EXISTING STING ST'C ; I� BE ALIGNED EX'ST G. ROOF - -� c I c EX I .s. G.L. Bl'1. __ � '�-- S IMP. L ST�. 'S �` S�.J..aL L I O 1 � I _�L-� t�_!�-g,- :c ,,TEE( GOL_UI`1N E L I / Job No. Date -- 511"'P50N ' STA 21 I UJ/ E X!5T'G. BEAM I i PL'T WOOD BELOW. NAIL LAMINATE EXISTING ROOF I I WRAP AROUND Bi"!. a ------------ --- I -- _ DETAILS W/ 2-16d 12" c.c. TRUSSES �--- -- ------11.--�-�----__�_��_ .0 ----- u-- --1'-- ,--_------ 8 SECTION I x �ALv. BRG. fE z x4 x0 -9/2 I STUDS, NEW CCL. 1� SCS , ON �5 SCS f ON 1� S C�'I ON I , , _ �I ,,li., - - CTR D. ALONG EXIST'G. �S�O, -! -C ' Sr!D I'•I'-0' 1Oj 1 1'-0' CJD -© ABOVE t EXfST'Cx. T-- �--- ,- I , BM. BELOW W/(?)-'%z'm r0 —^I—�'o1 Sheet do _ - x8' LAG SCREWS a 6'/z' V COL. BELOW II - S6o.c. I , 1.1� SECT 'ON ,I Ffi THSA DOQi*04T 1 S LESS I I I I T III I I III III C ril ' r q 1 I I I 1 I ( I I �T '11 jell III III I I'II�I III I I III�I;I—III ��.I I � IIIIIII ,III; Illlllil!♦ III w ' 2 . a, . J 1 }�I /�1ry LEGIBC`E THAN THIS NOTATION, � � APRIL 6 19��3 � IT iS DUE TO THE QUALITY OF —'L 1'IIF. OIlIG].NAI. DOCUMENT. +'E Bt1111111, 6TIIm>�IllilII IIIIIIIII II!LI (IIIIIII IIIIII!II(III lil III! (III I!II II!I�Illl�lllllllllillll lill IIII�I II!IIIIIIIII�IIIIIIIIIIIII Illlllll!111,IIIII�I�IIIIIIIII (IIIIIII! I'll !Ill (III Ills llll III!�IIII III I!II IIII�IIul1l III!!Illlull I i 01 REMOVE EXISTING FIXTURES AND PIPING SERVING FIXTURES, CAP/PLUG EXISTING WASTE, VENT, AND WATER PIPING BRANCH OPENINGS; CONCEALED BELOW FLOOR, BEHIND WALL, ABOVE CEILING, AS REQUIRED FOR NEW SPACE AND IN NOTES THIS SHEET ACCORDANCE WITH CODE REGULATIONS SEE GENERAL NOTES REGARDING DISPOSTION OF FIXTURES AND TRIM. D_Q NOT DISRUPT PIPING SERVING SECOND FLOOR FIXTURES REMAINING IN SERVICE. SEE NEW FLOOR PLANS FOR MODIFI- CATIONS AND CONNECTIONS TO EXISTING PLUMBING 0 REMOVE EXISTING WASTE, VENT, COLD WATER, AND HOT WATER PIPING SERVING ® ROUTE 1/2" COLD WATER BRANCHES UNDER COUNTERTOP FROM RISER DOWN (1� 1/2" FURNACE CONDENSATE DRAINS AND 3/4" COOLING COIL CONDENSATE M IST FLOOR CAP OPENINGS CONCEALED BELOW FLOOR AND ABOVE CEILING AS TOTO OUTLETS FOR REFRIGERATOR/ILE MAKER AND VENDING MACHINES DRAINS DOWN FROM MECHANICAL ROOM ON 2ND FLOOR. ROUTE IN CEILING (�2 SAME AS NOTE G1 EXCEPT REMOVE GAS PIPING SERVING EXISTING WATER HEATER CAP COLD WATER BRANCH TO REQUIRED. DO NOT DISRUPT PIPING SERVING EXISTING FIXTURES ON 2ND PROVIDE 1/2" C.P. BRASS ANGLE STOP WITH 3/8" O.D. COMPRESSION OUTLET SPACE TO WALL. WATER HEATER ABOVE CEILING MODIFY HOT WATER AND HOT WATER RETURN PIPING AS REQUIRED FOR ROUTING FROM FLOOR. FIXTURES TO BE REMOVED: EYEWASH AND SINK, NORTH SIDE AND C.P. WALL FLANGE. VERIFY LOCATION AND ELEVATION FOR OUTLETS ULA WATER HEATER. (SEE DETAIL 2. THIS SHEET) CORRIDOR EYEWASH TO BE RELOCATED TO SHOP AREA. 3 EXTEND CONDENSATE RISERS DOWN IN WALL TO t18" ABOVE EXTERIOR FINISH ���,': 1``' 09 CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING VALVES ABOVE GRADE STUB OUT OF WALL AND TERMINATE WITH 90' ELBOWS LOOKING DOVI 0 RELOCATE EXISTING "INTERMATIC" TIMER UNIT INTO EXISTING ELECTRICAL/ELEVATOR MACHINERY ROOM AND RECONNECT 0 CONNECT TO EXISTING HOT AND COLD WATER ABOVE CEILING (SEF NOTE 1 AND CEILING SERVING FIXTURES ON 2ND FLOOR AND PROVIDE ACCESS PANELS IN NEXT TO WALL SEAL AROUND EXTERIOR PENETRATIONS WATERTIGHT TO SYSTEM. VERIFY LOCATION AND WIRING WITH ELECTRICAL CONTRACTOR. DEMO PLAN) QUANTITIES, RATINGS AND SIZES REQUIRED - 7 15 CONTRACTOR SHALL LOCATE AND VERIFY DEPTH OF EXISTING 4" STORM DRAIN Q3 CONTRACTOR SHALL APPLY FOR VARIANCE WITH PLUMBING INSPECTION PIPING PRIOR TO INSTALLING PLANTER DRAINS. IF EXISTING STORM DRAIN (ER) I WATER COOLER (RE) AUTHORITY TO EXTEND 2" VENT BEYOND LIMIT ALLOWED IN CODE FOR ® CONNECT TO EXISTING 2" COLD WATER ABOVE CEILING. CUT AND PATCH I �� I 3 f IS NOT DEEP ENOUGH i0 ALLOW FOR GRAVITY DRAINAGE FROM PLANTER DRAINS. _ CONNECTION TO EXISTING 2" VENT RISER IN CEILING SPACE. EXISTING GYPSUM BOARD ABOVE CORRIDOR AS REQUIRED CONTRACTOR SHALL PROVIDE CODE APPROVED, MINIMUM SIZE SUMP UNIT WITH (RE) N r JM CLOSET SUBMERSIBLE CAST-IRON BODY, AUTOMATIC OPERATING PUMP AND ALL REQUIRED 11 CONNECT TO EXISTING 1" HOT WATER AND EXISTING 3/4" HOT WATER RETURN�' I a a ® CONTRACTOR SHALL REROUTE AND RELOCATE ANY' EXISTING IRRIGATION PIPING O PLUMBING AND EL EC IRICAL ACCESSORIES AND WIRING LOCATION OF SUMP TO f AND SPRINKLERS LOCATED WITHIN "FOOTPRINT" OF NEW ADDITIONS TO ABOVE CEILING. PROVIDE BELL AND GON AN "CIRCUIT SETTER" BALANCING BE VERIFIED WITH ARCHITECT. (SUMP MOTOR SIZE TO BE 1/4 OR 1/3 _ � i (RR) VALVES ON EXISTING HOT WATER RETURN AND NEW 3/4" HOT WATER RETURN W/V NF—___� p, �\ I BUILDING HP 115V/10).- �. I I ✓r ( E) FROM SHOP AREA; ADJACENT TO CONNECTION WiTH 1" HOT WATER RETURN QS CONNECT TO EXISTING WASTE BELOW FLOOR VERIFY SIZE, LOCATION AND (NOT SHOWN) PROVIDE ACCESS PANELS AS REQUIRED 1 ` I 1© ROUTE 1/2" OXYGEN PIPING FROM CLOSET f0 WALL AT SHOP AREA IN CEILING N (RE) -")' " --�I W9MEN ��- (RE) DEPTH. 1�j CONTRACTOR SHALL ARRANGE WITH NORTHWEST NATURAL GAS COMPANY TO SPACE. ROUTE DOWN IN WALL AND EXTEND PIPING ALONG WALL AT 1'-6" A F.F j �YATOR 2 IS2~LLEI _ RELOCATE EXISTING GAS METER AND MODIFY EXISTING SERVICE. (SEE NOTE PROVIDE FIVE UUILE7S (CHICAGO 901 COCK) IN SHOP AREA PIPING VERIFY OUTLEI, ® INSTALL PRIMER VALVE ON EXISTING PRIMER AND PROVIDE SCREWDRIVER STOP LOCA11ONS- NTH ARCHITECT. SS?�d I (RE) 13) CONTRACTOR TO PAY ALL COSTS INCURRED. ON SUPPLY INLET. LOCATE AT t18" A.F.F. IN WALL SPACE. PROVIDE 12"x 12" WALL ACCESS PANEL. - (RE) J --_ a (ER) FLOOR DRAIN 1Q SEE NOTE 12. CONTRACTOR SHALL PROVDE PRESSURE REDUCING VALVE ON 1(� GAS DOWN 70 2'-0" A.F.F ROUTE PIPING ABOVE OXYGEN PIPING AT 2'-0" 4 ' HOUSE SERVICE TO REDUCE PRESSURE FROM 2 PSI TO 11"-13" WATER COLUMN. A.F.F. PROVIDE FIVE OUTLETS (CHICAGO 907 COCK) IN SHOP AREA PIPING VERIFY OUTLET V I MEN'S TOILET � (ER) 07 LOCALE WALL CLEANOUT IN CABINET SPACE BELOW COIINTERTOP SEE O SPECIFICATIONS FOR "FINISH" TYPE WCO. COMBINE FD 2 VENT WITH 2 SEAL WALL PENETRATION AROUND HOUSE SERVICE WATERTIGHT. LOCATIONS WITH ARCHITECT, CL VENT IN WALL SPACE SEE MECHANICAL PLANS FOR E) PRIMER DISPOSITION OF EXISTING FLUE. SFE MAIN Ft.00R PLAN) WATER HEATERG M ` uJ (B.8) J (C,4,)(C.5XC 6) l Lei (D.44) t�L (E,ll (E.2) E,3 (E.4) (E 6) r� QF.2) (F, 3) `'F,4) ''J (, �+• �.r. �'•�.- j '�-� � \.-• '�-% ` M 90 VI - ,� y ` ;I ZI �I 4i a � 2 2ncai ••� W J d W 8 WI J ; • Rv` .1U UI uU U C. 2 -II VIU U y, U U C+ / 4) L6 I `1 T/2" C FPPED IRR. 1 4 \ - �" RISER (_) I � I I -� N 2. PARTIAL EXISTING FLOr'R PLAN; PLUMBING DEMOLITION 1/8„=1'-O” RELOCATED GAS SERVICE/ \ 4? METER SET / VIEWING r � N 1 1/2 I j+ yoE � �i�► GAS METER' `----' �I - /i .�;• - - __ �`- (E) 112" tRil� VEL�'AD C.L. --C7) SERVICE (RE) \ //� VIEW `3/4 RISER (TYP! 4) N 2.. VENT UP T' ® 4 �O / - - 3/4" D (E) iRR. VALVE BOX r / 1„ (E) 1/2" IRR FIXED HEAD i / c � �' 1/2" _ _ \I`. \ � i �, RISER (TYP_�_ ^) 2" VENT ' al 1 1/4" 1j 112 UP - -- I (ER) GAS UP. wx w SEE IQ SINK (RE) I I 2„ 1' " / \ W Z (SEE NOTE 1, .� / 1!t \ i I / DEMO PLAN) I I I ? SHOWROOM rz I � � I HUB DRAIN I I ; � I cam- •', ',\ F�-1 SEE DETAIL r-. 1 (ER) I / I /f JANly q I J Olei 0 /,i L---- = - - N I EYEWASH (RE), 3/4 / oNF/ '�C 3„ -92 '_—...__-f ' ,'I AP_(9) (C) HW Wil• 1� —� I I � \ �.. ��� 1/4" �— —- —_ 1 / _ f-- — — `.� NELF"I� �. I � -`❑ 4 — .— — — _. — � OJT T 1 Cie. U fI w/V _�— I-- _ I 3/ �W�V � 4 11� � - �\ iiACE of STUD P — -r-- _. ..__._ll--_-._. -._ _—=;f'__ - — /4 -----_ _ 2"ND FLOpRu- 1/2t '. y Lt- XY u XY-�„1 1 I I t (\� �.. DF t CAPPED 1/2 L`� -L I L \ END ( L t• .1.� OI ac I' /(C)OO (ER) 'i1;� --�J_ - __ 4" DOWNSPOUT (E) FCEI t.- -- cp G STUD \ -- -- - o ----T-- - I —I to II✓ I j \ W �^ l I i � ^ \ -I I 1 I l \\ MANAGER'S \ �, b aL (TYP.)O9 `�--.,-`� OFFl�-E (C)V 4 MEN W(1MEN Vl • / — — —�� — — — ��� 4 \ \ \ 'ALTERNATIVE”SA ® � � TRAINING � I //Z, //,/ --� G/ 2" I 3 / I L-- I �- SEE TOILET ROOMS v 2" I' / 5 (C), 4" C L PIPING DETAIL 3, RIM ELEVATION ® 14" TO 16" O _ o O \ I THIS SHEET. \ �/� �� B.F.F. yFRIFY. (TYP.2) 12" ' ; ; f \ /E' ITER \\1 \ 4J 11 / SEE PLUMBING DEMOLITION ' ` \ - I \O DETAIL 2, THIS SHEET, `PEARLS �' � o z I '\ / / / I I N SHOWROOM N3 \ �' \ pct _I2 \ W I '� / / I ,,YISL L05HY 2„ ..��` ) I- f ��\ Q_W _ I !� V) �� W _ / /� /%/ i- \ \ 6 �'I?R=l PLANTER DRAIN \ "FD 2 �/ .� -/ O URRI E F N -- ----- -_ _ / VENDING MACHINES I \ / 2.. \ i 1 ) - - (E)PW SERVICE, S.t N. dt /' \� Y _`\ i/' Ax 2,. ( ) 2" / , ANEL - ,� TYP.2SD i I I COUNTER '•9k'FIUC 4 I ACFSTOCx 03 (C) I \ I -•Vim' .� i I L�,_.___--- - -- / `%/ FACE OF / __�'- i,• -- - -I ---- --_' - �- - _ / Y. u I _�3� '- STUD 4 , REFR. l6�S2Q �- (E)ta ` `� RaNrio�r 2" VENT ----- p� BELOW FLOOR ------_-------- -------------- - e ----------_.—�-------- \ _ — AT A J pa pD oo \ c 4 4" 1 (E)t" (E)3/4„ -- —� I (E) 0(C) i (E) VENT RISER 1 1/2' l ZyD FLOOR LEVEL i WATER PIPING (E) 7,, 1. FIRST FLOOR PLAN — PLUMBING o 1991 JKS ARCHITECTS PC IN CEILING SPACE. C ,IyR / '`� REMOVE EXISTING 1 1/2" CW \I N PROPERTY OF JKS ARCHITECTS THESE DRAWINGS ARE THE O(C) \y�.�� � RISER DOWN. CAP STUB i/8"=1'--U" mss. I� PC AND ARE NOT TO BE ABOVE CEILING. SEE ADDITIONAL NOTES \�N� ? REPRODUCED IN ANY MANNER, ON NEW FLOOR PLANS 3/4" \\ SEE FLOOR PLAN FOR _-_ -. EXCEPT WITH THE PRIOR FOR PIPING NOT SHOWN 0(C) \ I CONTINUATION WRITTEN PERMISSION OF J(S HERE (E'2„ I ' NOTES FOR ISOMETRIC ONLY A CHI EC S PC. I 8 (TYP.3) (TYP 2) \ 2 I i CONNECT TO EXISTING 4" BRANCH MAIN BELOW FLOOR. SLC DM I Illy ; 2„ 3„ 70 (E)SERVICE RISER. O �""M `� -f 1� CONNECT TO EXISTING WATER ABOVE CEILING, 9157 10-7.91 4 IST FLOOR PENETRATION 0 CONNECT TO EXISTING 3" VENT RISER ABOVE 2ND FLOOR IN PLUMBING GENERAL NOTES 10°Na Date ©nwGQ ti I , (TYP.3) WALL CHASE. CUT AND PATCH WALL. AND FLOOR AS REQUIRED IIRST FLOOR 1 1 ' 2" A ALL FIXTURES/EQUIPMENT MARKED (ER) OR (RE) SHALL BE STOCKPILED IN COMPOUND -----TO SERVICE SINK (TYP.2) D , 3 FU_1 ® ROUTE FULL SIZE COLD WATER HEADER IN CHASE SPACE WITH BRANCH AREA ON PREMISES AS DIRECTED BY ARCHITECT CONTRACTOR SHALL PROTECT ALL PUN - 3" 2 I OUTLETS TO EACH FIXTURE. SEE PLUMBING FIXTURE CONNECTION ITEMS FROM DAMAGE AND BREAKAGE ITEMS MARKED (RE) SHALL BE REINSTALLED IN PLUMBING �.< WC-1 I SCLIEDULE FOR BRANCH OUTLET PIPE SIZES. GOOD CONDITION. DAMAGED OR BROKEN ITEMS SHALL BE REPLACED IN LIKE GRADE -_-- f I �� AND QUALITY BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER. L 4"- V�� 5 ROUTE 1/2" HOT WATER TO OUTLETS FOR LAVATORIES. wpb .3ED-i -� JS-3 /' B REFER TO DEMOLITION PLAN, FLOOR PLAN DETAIL AND FIXTURE SCHEDULE TO I © (C) 4„ f 4 W Q ® ® COORDINATE EXACT LOCATION AND ELEVATION OF WALL CLEANOUTS DETERMINE WHICH EXISTING FIXTURES ARE TO BE RELOCATED AND WHERE THEY ARE + WITH FIXTURE AND STRUCTURE FOR CLEARANCE AND ACCESS. TO BE REINSTALLED. (E)4" �PN� WC 2 4" INTERFACE ENGINEERING I m D CONNECT NEW 4" SANITARY RISER TO EXISTING IN CHASE SPACE. CONTACT: DON MIRING S C LOCATIONS SHOWN FOR CONCEALED WASTE, VENT, STORM, WATER AND IRRIGATION � R PIPING ISOMETRIC ® REMOVE EXISTING HW Ac HWR RISERS FROM WATER HEATER. CONNECT PIPING ARE BASED UPON BEST INFORMATION AVAILABLE, CONTRACTOR SHALL BE 3. IST FLOG : TOILET ROOMS. - (503) 659-6394 RESPONSIBLE FOR LOCATING AND VERIFYING ALL CONCEALED PIPING FOR NEW mi 0 1" HW TO 3/4" HWR ABOVE CEILING. DO NOT DELETE EXISTING CONNECTIONS AND CAPPING/PLUGGING DISCONTINUED PIPING. a of NO SCALE BRANCHES SERVING SECLIND FLOOR_FiXTURES. PROJECT NO.: 91-152 Lj I_ _ d 4 - - + - ,If THsa DOENMENT IS LESS • �'� r • nwr.�e.•u+rwd+•« ,III III I l l III III III I I•I' � ill '�� t., 1 �it 1 1 1 I�I .�� III III I I III III III I I III III III I VIII I l l l l l��l l Til III I I I I I I I III III I I I I � � • i:,EG1BL'E THAN THIS NOTATION, I �. I 1 I I � j' �-I_II-_ I!_L--- I��_---.-„L-I -- 11 �+ ;ApRI� 2G 1993 IT IS DUE TO THE QUALITY OF' - �— -- None t=Fk? ' '1'IIE ORIGINAL DOCUMENT, r- - E 86 �G ��Z L E II L IL L Ai B[ L1� 9. QI hi 711111EI, Li iT �T8L 971111111113, ill��ll illil l�il�l�lllllll�ll�lFili'll,II gillIlii ills iiI IIII IIII IiI�II►I�lill Illl�lili VIII 1 NOTES THIS SHEET __ 1Q EXISTING SHEEP METAL DUCT DOWN THROUGH SECOND FLOOR FROM ® 10' x 4' CONCRETE PAD 4" DEEP PROVIDE GALVANIZED 1/2"0/2" �..� EXISTING AC-UNIT ON ROOF VERIFY EXACT LOCATION. HARDWARE CL)TH AS 1-1/2" FROM 50TTOM OF SLAB SLOPE TO j DRAIN AWAY FROM BUILDING AT 1/4" PER FOOT, LIQUIDTIGHT FLEXIBLE CONDUIT TO EQUIPMENT Q NEW SHEET METAL DUCT DOWN THROUGH SECOND FLOOR FROM NEW �`\ FURNACE. 06 V REMOVE EXISTING EI_ECfRIC DUCT HEATER IN CEILING SPACE, FOR { - LIQUIDIIGHT FLEXIBLE CONDUIT SALVAGE.ELECTRICAL CONTRACTOR TO DISCONNECT EXISTING ELECTRICAL CONNECTOR (USE PIPE JOINT C3 12.8 EXHAUST LOUVER MOUNTED AT 10" ABOVE FINISH CEILING HARING AS REQUIRED COMPOUND FOR WATERTIGHT REMOVE EXISTING PROGRAMMABLE WALL THERMOSTAT AND RELOCPTE SEAL TO COUPLING). ® REUSE EXISTING DUCT WORK FROM THIS POINT BACK TO UNIT, TAS O SHOWEXISTIN. EXTEND NEW AS RED LOW-VOLTAGE WIRING AND RECONNECT I RIGID COUPLING, SOLDER TO t� EXISTING EXHAUST PAN TO REMAIN IN PLACE, REPLACE CEILING GRILLE COUNTER FLASHING W/ NEW 22X22 CEG-1. ® REMOVE EXISTING WALL THERMOSTAT FOR SALVAGE DISCONNECT WIRING AS REQUIRED © REMOVE AND DISPOSE OF COMBUSTION AIR DUCT CAP LOUVER WITH 20 r LEAPED COUNTER FLASHING GAUGE SHEET METAL CAP PROVIDE 1" DUCT INSULATION ON BACK OF LXISTING PROGRAMMABLE WALL THERMOSTAT TO REMAIN AS IS MIN. 4" ROOFING CONTINUOUS TO LOUVER TO PREVENT CONDENSATION. SEAL AROUND LOUVER AIR TIGHT ® SUSPEND FAN FROM STRUCTURE WITH HANGER RODS OVERLAP COUNTER FLASHING EXISTING 12" FLUE FROM EXISTING WATER HEATER, REMOVE AND N MIN. 4" / TOP OF ROOFING © DISPOSE ENTIRE LENGTH OF FLUE FROM CONNECTION AT WATER HEATER C1 MOUNT ON WALL AT 5'-0"AFF SECURE TO STUDS IN WALL WITH TO TERMINATION. PATCH FLOORS AND ROOF WITH MATERIALS TO MATCH LAG BOLTS EXISTING. FLASH AND SEAL ROOF PENETRATIONS WAfER TIGHT C 0 REMOVE EXISTING EXHAUST FANS IN CEILING OF EXISTING JANITOR'S FLASHING, HOT MOP TO ROOFING l \ \ \, f 08 CONNECT TO EXISTING 8" WITH NEW 8" UPSTREAM OF THIS POINT. ROOM AND IN RESTROOM, FOR SALVAGE. � } w s - RIGID CONDUIT I i EXISTING SUPPLY GRILLE TO REMAIN. 0 REMOVE EXISTING CEILING SUPPLY GRILLE IN RESTROOM I �+ O { I I V EXISTING CONDENSING UNIT TO REMAIN. ai ( REMOVE AND REINSTALL EXISTING FAN-COIL UNIT LOCATED IN CEILING C O / - 6" TYPE 'B' FLUE UP THROUGH 2ND FLOOR INTO CHASE. SEE 1-M3 SPACE. ROTATE UNIT 180'. RECONNECT REFRIGERATION PIPING, COIL A 0% - RIGID COUPLING 1�.ij} =''" �C.+/1C .JXI�.h) N (�) 4) (E. l} �� �}lE 3} (E.4) ® FOR CONTINUATION DRAINS ELECTRICAL WIRING. AND DUCTWORK AS REQUIRED FORA i M V� W _" COMPLETE OPERATING SYSTEM .�� O F'I I I I I1 TWO 1802 COMBUSTION AIR LOUVERS. MINIMUM OF 100" FREE AREA I f 1 L1. N I � MOUNT (1) AT 12" ABOVE FLOOR & OTHER AT 12" BELOW CEILING ® REMOVE EXISTING ELECTRIC WALL HEATER FOR SALVAGE.ELECTRICAL �¢t. V . M I - E.M.T. COMPRESSION CONNECTOR , ( I CONTRACTOR TO DISCONNECT EXISTING ELECTRICAL WIRING AS REQUIRED. © 12x8 EXHAUST LOUVER TO HANDLE 100 CFM EXHAUST AIR AT 0.03" W Ln a = O = STATIC PRESSURE. ` 1 ��; r, ® NEW LOCATION FOR EXISTING PROGRAMMABLE THERMOSTAT AS �'�'� N � 1 E M.T. CONDUIT _.I CONDENSING UNIT TO BE SALVAGED SEE GENERAL NOTE C RELOCATED FROM ROOM WITH FAN COIL UNIT IN CEILING. EXTEND � C2 u- LOW-VOLTAGE WIRING AS REQUIRED. I \•• I CU-1 ® INDOOR UNIT TO BE SALVAGED SEE GENERAL NOTE C ® RUN REFRIGERANT PIPING TIGHT TO BOTTOM OF STRUCTURE FROM OUTSIDE i' IBX 12 SG-1 IO 0-4 CD-I WALL TO BELOW MECHANICAL ROOM. PENETRATE UP THROUGH SECOND I a••. 1 500 20 _ _ FLOOR TO N SHEET MECHANICAL R ROOM ND CONNECT TO COOLING COILS. SEE � < y O I 2 _ CONDUIT THROUGH ROOFED DETAILS_ wN� NO SCALE D36 I I -- —_ ------ - { 1 I `^�l r._; i J; a / /� `^ 10"0-4 CD-Ii' •�_ = �` V I 200 REMOVE EXISTING SIDEWALL EXHAUST FAN FOR to o-a CO-1 \ \ , ~ SALVAGE.ELECTRICAL CONTRACTOR TO 2Up `/`+\. ' d - I `1 DISCONNECT WIRING. REMOVE ENTIRE �X RUN OF EXHAUST DUCTS AND TWO GRILLES 3 Iz ` - - �, --I--- + , ____-_- -� Ij u 8"� N --- --- -l_ _]4X] 10"0-4 CD-1 F�90 CFM ` • - - / �' T �' - N r -I EW _ '\ �i� \� %'� 250 EXISTING SIDEWALL EXHAUST FAN TO REMAIN IN PLACE, REMOVE EXISTING CEILING GRILLE 12X12 2X12 12"m `X® AND REPLACE WITH NEW 22X22 CEILING EXHAUST GRILLE, CEG 1 RE-USE EXISTING DUCT e- I _ i= - AND EXTEND NEW SAME SIZE DUCT AS REQUIRED FOR CONNECTION TC1 NEW GRILLE. CD-IE ILIM �- I �% _ 22x22 CTG 'rA nr rmip ' PROVIDE 250 CFM MIN - -- _ __ < �- -� 4,• T" - i 4-C.L. cuL ., OUTSIDE AIR TO EXISTING � - i � 10y -� � FAN COIL FROM NEW LOUVER 91 � 'F=t - \ ` __ \� 12X8 EXHAUST LOUVER �1 �` ( \ +++ IN EXTERIOR WALL 22x22 CRG-1 Y \ - �/ 1 1 - C 1- M"J� -� -y- 1 V�V ♦� '—' i � _ _ D T ,3- 12X12 LOUVER IN - -� �----> /' vAULt _ \� \` �, 200 CFM CEF-2 2 EXTERIOR WALL _ _ �' 71 1 - --- Z REUSE EXISTING DUCT 10"i % 7 �- 1 HF-2' 12X5 IN CEILING SPACE Q�� —� JAN. - I r, �.. MAIN \.. i - :_8"0 - \ , 8.,0-3 CD r1 W /, 9'm .n- - - - - Tao °c -'�f-"-- 8 \ / \+`�y g"0-a CD_I s"o- CD- --rt-- 1 ';�. o I 8"o I O 0• 1 2 1 _ ..� • . � _ I o 150 TYP. o II N l S0 -12"0 _ ( j 0"o 8"O-4 CD-I FAIN. X t- - ! }--� - I \ 300 �1 r _ BX4 SG-1 L J? Er- _„+_- - __� - --- / / \�_� I�. 1 22X22 C_Rfi-I 100 r-- 1 - - -- 22X22 CRG- - - -i - j 700 ! - I 1000 TYP. - SEATING _ �- `- \ \ /� 6"0 eh -- -- E--- _�- 10001 TYP. , \ g_o CTG-I 22X2222 CRG-1 y _� -- _ 10» - I I�»0 �\ I ac _TYP.2 >= 600 1 1 ! A' �' ' ✓' - <' _ 6"m-2 CD-I 11.E I m DROP W/ V.0, / 1 —;_ .r 1 50 1 _ I MOTORIZED DAMPER BEHIND LOUVER CD-I CD-2 _ - 16—150-16 4 CD-I —�--- _ 100 d-- ST AOE ! 100 -- _ o ---II 1$X14 0 CRG-1 -- ACE of $TUP .lam" -- � - --- - - -- -_ FACE F1.00N n _ BOTTOM OF HOOD 0 ___ _ ' __ - --- - -+� 100 f W Apf tax -- -- _ _ 6 -6" MIN. A.F.F. n rT' FD�a yy / c, r� F ZdXI ", 1'10X1 n - r---, i INTAKE LOUVER 5'X3' EXH. A �, E- �,sTOAAcc D - 16 ;x' 1 14''Y L • 42X18 HOOD. SEE -- �--� --. " II --- 22x22 CRG_I PROVIDE EXHAUST DUCT - -- M rr- _ z- II -- oxt ' I -- too Fncc of W o DETAIL,-THIS- -- - - \ rv, - _ - - �) __ __ -_ SAME SIZE-ASfAN -�— --_ 4"A° -- -- -- �.. 14"� r-- , T TRANSITION 14X14. SHEET'' 8"0— -� - -�-�- ,;12X8 _ _� - j a• _:� _ _-- 8"m a CD 1 sTun J ` 4 OUTLE _ _ -- --- — / 8 Y- » r - 200 TO LOUVER AS REQUIRED �,_ �, II e ----'24x8 I` 10"0 \ \ S G LLES 14"� 8 -a4C D-2 L/ I- 10"0 - - L.J - 0 - v HF-I . A RI -_ 1 _ +� x22 CRG-I • 14 0 I 15YP.2 -- -- -- _ r. \ c -12 7 2 I -- --g \+ L 10`m-2 CD IN H _- _ '---- 1 - 8"0 �� 1 1 1 .i WDMEN --i + __"'0 _.-t-._ !� ++ ++ 275 250 EXH. LOUVER ' j� ' - 7 - IIS Iry.... - -- I T 120 \\ �� ++ 6"0-2T CD-1 42X18 IS!"o-4 CO-I j 9"0 2X22 EG-1 ( �• \ -+ IOD -- - - i 0 14"' n 400 �+ / �1' \.• W N, YC - - -- 2 _ I N .. SJ • ACCESS P E �\ 200 16 0 1 �1N- r._ ---- --4,--- .- LINE - I ` L �a_ f \ -,---fi -- -` , F-8-7-0-4 OF SOFFIT O PROVIDE ONE HOUR - -- _ _ y ' CD-I \� , 22x22 CkG-I T -- - - - --r TRAINING 275 ` -+ / 800 i -_ � V 6 I 14"0 MAXIMUM TWIST TIMER -- , " ` a - \ WITH EXHAUST FANJr » r", � �- 2x22 CTG- ; 1 CEF-41�/ ►d _._ _ » - - -- 110 6 o-a CD I 1 L,. 'S2.,0 J.4x14 10"0 --- 12„0 PLANTER t0»� \ .1 2375 Q FOR SMOKE \ AND ODOR REMOVAL I I ! --.► _B 0 - --- - 1 -L-_.—: SHO OOM /3 +-- F_ ,,� PC 22X22 CTC-I ! / �' ® - _ ? 10"0 �. 500 TYP.2 I6 .\ '; - / y EXIST Laetlr ry, I1 , I 6 j --� 10"0 N, �- c J ' E - -i ( 'N+ -- '�*' 2-0-3 CD-I W C J _ p 1 l - - �" \ 300 ITYP 4 F- 22X22 CEG-I / � - 'I� � 1�- 1 � -..---- ---�-- - SOO .. LUNCH " / \fir `'- I __-�- (D-7- IOD � i it I `I _� � � +� f-- � 1 10"m-4 CO. I 10:� 10„� EXIST. E1 Ci 1 - i REMOVE EXISTING EXHAUST IL FA O CEILING - ---}- — , , 1 ' l�'-' \ ^%% \k' I-I SPACE AND GRILLE IN CEILING. FOR SALVAGE, W M 12"� 1 h 1 TYP. - '� .-._ ! �, 1 _.r-� r i �, I` �� �'---t- lul- r-_, sir �.'• .` I I I 250 2 � t _ --- �- J �% -)` ' 1 I L j I TER 1 - Imo— — - 10"0 CEG-2 1 A� L \ i2"0 4 CD-4 FACE (IF - - .-.» ,•p.� r 250 TYP.2 .•._ ,, - _ " sf ���- 300 STUD 16X10 EXHAUST CEF-4 I�f LOUVER IN l { \ - RavMo�r 10"0-4 CD-I 1 �- .. lE , IOPICaF{I N CEILING SPAC C� EXTERIOR WALL 300 �� .-� '� • CRG-I -- --------- 22X22 , �V 1 �, /% � sTcnoc -l• J r 950 _ 16X10 EXHAUST LOUVER T ^, 7.2X22 IN EXTERIOR WALL. ) �' 800 \ -' 10"m-4 CD-I 22X22 CRG-1 Z ( \ 250 TYP,2 200 "•� _ (l r� ) CEF-3 22X22 CRC-1 •._�• -�! • ,.fir y �� 780 IN CEILING SPACE 12"0-4 CD-1 I 325 TYP,4 CRCr- F 230 EXHAUST 1. FIRST FLOOR PLAN — HVAC NORTH MAKE l!P PIR -I C 1991 WS ARCHITECTS PC EXHAUST DUCT — _ GENERAL NOTES THESE DRAWINGS ARE THE 10"m-4 CD-2 1 8 -1 -O PC AND ARE NOT TO BE / 220 PROPERTY OF JKS ARCHITECTS DUCT - REPRODUCED IN ANY MANNER, A. COORDINATE DIFFUSERS WITH LIGHTING LAYOUT AND CEILING G. PROVIDE DUCT INSULATION WRAP FOR ALL EXISTING EXCEPT WITH TI-'c. PRIOR ® STAINLESS STEEL 304 ox8 CTG-I GRID PRIOR TO ROUGH-INCOORDINATE DUCTWORK UN-INSULATED SUPPLY DUCTS, WHICH WILL BE RE--USED. WRITTEN PERMISSION OF JKS rr EXHAUST HOOD 130WITH EXISTING STRUCTURE SEE SPECIFICATIONS FOR TYPE AND THICKNESS. ARCHITECTS PC i 6 B. ALL EXISTING ROOFTOP AC-UNITS TO REMAIN, — 8"0-3 CD-1 H. VERIFY ALL EXISTING CONDITIONS OF STRUCTURAL MEMBERS • -_ - .. � I 130 C. VERIFY LOCATION OF ALL EXISTING MECHANICAL EQUIPMENT & CEILING SPACES. ROUTE NEW DUCTWORK IN CEILING & DUCTWORK AF JOBSITE REMOVE ALL EXISTING EQUIP- SPACES AS REQUIRED FOR CONNECTIONS TO NEW MAKE-UP MENT & DUCTWORK NOT TO BE RE-USED & STOCKPILE GRILLES.DIFFUSERS,FURNACES & TO EXISTING DUCT _- Drown M Checked N AIR GRILLE THIS MATERIAL IN PARKING LOT. PROVIDE TEMPORARY SYSTEMS. PROVIDE DUCTS OF EOUIVALENT FREE AREA MAKE-UP SECURITY FENCE W/ LOCKING GATE TO ENCLOSE ALL & NEW DUCT ROUTE WHEREVER SPACE CONFLICTS OCCUR. 91.57 10.7.91 SUCH ITEMS COORDINATE FENCE & GATE LOCATION W/ - lob No Dots AIR DUCT GENERAL CONTRACTOR. MAINTAIN INTEGRITY OF ALL I REMOVE AND REPLACE CONDENSATE DRAIN TRAPS ON OF EQUIPMENT INDICATED AS BEING SALVAGED. PROTECT ALL ROOFTOP AIR CONDINTIONING UNITS, SEE DETAIL FIRST FLOOR _ PLAN VIEW SECTION ALL STOCKPILED MATERIALS FROM WEATHER 5/M-4. 6'-6" A Ff D. VERIFY ALL EXISTING DUCT SIZES AND LOCATIONS SHOWN ON DRAWINGS. PROVIDE 30x42 DRAWING FOR J. REIAPE ALL EXISTING DUCTBOARD JOINTS REMAINING PLAN - HVAC ENGINEER'S REVIEW PRIOR TO FABRICATION OF NEW IN PLACE TO BE REUSED WITH NEW DUCTWORK. Ihm 71M — DUCTWORK TO BE CONNECTED TO EXISTING K. VERIFY LOCATION OF ALL RATED WALLS. CEILINGS. E. REMOVE_ ALL EXISTING CEILING DIFFUSERS & GRILLES, AND ENCLOSJRES PROVIDE FIRE DAMPERS ACCORD- STOCKPILE ON JOBSITE PARKING LOT WITH DUCTWORK & INGLY AT ALL PENETRATIONS OF RATCO STRUCTURES. EOUIPMENT.REPLACE WITH NEW DIFFUSERS & GRILLES INTERFACE ENGINEERING AS SHOWN F RETAPE DUCT ,JOINTS OF ALL EXISTING DUCTWORK CONTACT JACK KIRK TO BE RE-USED. PROVIDE HARDCAST TAPE & ADHESIVE co 3 EXHAUST HOOD DETAIL SYSTEM LEAVE EXISTING TAPE IN PLACE & TAPE OVER M2 o+ «, co (503) 659-6394 EXISTING TAPE & JOINTS W/ MINIMUM 1 OVERLAP OF NOT TO SCALE _ HARDCAST o I PROJECT NO 91-152 o -- - - - -- oT 4 '22 OF • YIF� THS13 DOI*MXt4T IS LE10 SS III Ii' II li IIII III 1 1 ill �jr-TLLA9 1I1 I II III 111 I 1 III III III III III 11 1 1 I I I 11 ll �lIIlN II1 1114 _ I I I �j I I g I I � I �p I I ` APRIL 26 1993 I 1 LEGIBI;E Tf9A1N THIS NOTATION, � j_- _ ,.. ,s,wY I IT IS DUE. 'rO THE QUALITY OF�- No le 1'11E ORIGINAL DOCUMENT. �£--L B LL Z L 8 Z TL L 8i BT LT t QIi 6T £i i TI i B B L 9 2 Ul �iIDlllll►II�IIII IIII�IIU Illl�llll IlII�IIII Illl�llll�lll►lll IIi1�1111 lIII�III! Ill�llll Ull�llll IIII�IIII IIII�IIII Illl�lill(lll�l lllllllllll Illl�llll Illl�lll Illl��II�IIII IIII�IIII►III IIII IIII llu IIII IIII 1111 IIII IIII IIII u11 IIII IIII IIII uu ►III lllllNu- , I I I I I 1 I) I A U, I O I! CD) lE ) I I � 0 n� (F.l) �E.3� ( ) iF�?i (r 4) (n 5 3, I I �- � o f 36X18 RG-1 — i 1275 3 TYP 2 ( RGI—I • .\1 CD 125 L• �� ON �, ON ROOF _ 375 b` -2 CD-1 150 � -� F-2 �. _ 10•'0-4 CD-1 150 CRG—I D /—I X12 3 9 Q5 7 ? 300 ~ T 8 N —> �— 2 13"0 100 8"0 8"0 10"0 r 7 12X12 12X12 10•,0 8 1., GAS DN \, i/ CRG—I I 16"o RG I_ F_1 8"o CRC—I 10"a CRG—I 150 \\, II 550 125 250 . `— SEE DETAILI' \ r= =07 CRG—I �A I 375 Z OFFSET 6"0 FLUE TO 5' FROM PARAPET. THEN UP THRU ROOF. O `�-� ( / 6" FLUE FROM MAIN FLOOR, I I f -IN FURRED SPACE -01 tl', 71 CL: >= L ,_ _ --- L.r I ©r(E) EWC 1.11 L=-J] (E) _ --- - r (E) I \� I, I \ (: j • i (ER)— L� i . l IIWOME S (E) I � 1lJ 1 \ EXISTING 12" FLUE TO BE --- \ (� Lu W REMOVED. SEE SHEET M2 -� fT �' Q Ln 3 i '1 �i II I I 11 II \\, .\ -� Rovbk n I , --� -- nd bd ... ........ . . ... -. ----A---- ----._ .. ....------------. .. �- - _ - - �- — — b _ _J` i ori o❑ `�\ ' ,, \ 5.1 I NOTES THIS SHEET _ 1Q SUPPLY AND DUCT TO 1ST FLOOR CEILING SPACE. .Q ROUTE GAS IN MECHANICAL ROOM TO F-1 AND F-2 FURNACES. COORDINATE WITH DUCTWORK. PROVIDE CODE APPROVED GAS COCKS (AND REGULATORS, IF REQUIRED) AT UNITS, SEAL FLOOR PENETRATION AIRTIGHT. i �3 ROUTE 1/2" FURNACE CONDENSATE DRAINS AND 3/4" COIL CONDENSATE DRAINS DOWN O 1991 KS ARCHITECTS PC TO GROUND FLOOR CEILING SPACE SEAL FLOOR PENETRATIONS WATERTIGHT THESE DRAWINGS ARE THE NEW 3" VENT UP FROM GROUND FLOOR. SEE PARTIAL 1ST FLOOR TOILET ROOM ISO PROPERTY OF PC AND ARE NOT ARCHITECTS 4 TU BE PIPING DETAIL 3. REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR (5� ROUTE REFRIGERANT PIPING DOWN TO 1ST FLOOR CEILING TYP OF F--1 & F-2 WRITTEN PERMISSION OF JKS 1. SECOND FLOOR PLAN - HVAC PLBG. TM ARCHITECTS PC COORDINATE EXACT LOCATION OF FURNACE DUCT DROPS WITH STRUCTURE BELOW. Il D7 COMBINE 3" PVC FLUE & 3" PVC COMBUSTION AIR INTO A CONCENTRIC ROOFTOP D' ON — TERMINATION. SEE DETAIL 5/SHEET M4. _ on"M ChKkgd N �® PROVIDE RECTANGULAR DUCT WITH 1" INTERNAL SOUND LINING. DIMENSIONS SHOWN ARE INSIDE FREE AREA 91.57 10 / 7 / 91 Job Na — DoePROVIDE TEMPERATURE SENSORS IN MAIN RETURN AIR DUCT AND CONNECT TO REMOTE THERMOSTATS LOCATED IN MECHANICAL ROOM, THERMOSTAT FOR F-1 _ 2nd FLOOR PLAN & F-2 TO BE SEVEN DAY PROGRAMABLE TYPF WITH AUTOMATIC COOLING AND — HEATING CHANGEOVER. HVAC-PLBG. I INTERFACE ENGINEERING ® PROVIDE F-2 WITH DUCT TYPE SMOKE DETECTOR IN RETURN AIR PLENUM WIRED TO CONTACT DON MICHAELIStllde - SHUT-OFF THE FURNACE UPON SMOKE DETECTION — (503) 659-6394 �— 9"Na - f�1 2" VENT (UP AND DOWN) & 2" VTR COORDINATE HVAC AND ELECTRICAL SYSTEMS. -0i ECT NO. 91-152 N o INTERFACE ENGINEERING -C ONTACT: JACK KIRK M O 3 o a (503) 659-6394 0 _ N J c L PROJECT NO. 91-152 a 4 o lo= I + III III 11 111 III III Ilr III ' f T.. 111 Ii II III III I I III II III III III I� I I III III I.I. II III III 1111111 III 111,111 I I ILEGIBta ThiN TkI Is LESS 1 1 1 4 J 1 6 I I �� I I I 0 + 11 I I � APRIL LEGIBLE THAN 'CHIS NGTATION,��- - - --_---_- l__ _ Q - .. --,��_:_—�_.'-----_� p�,a. GG 1993 i IV IS DUE TO THE QUALITY OF No 3e THE ORIGINAL DOCUMENT. E I B LLI L�Z� I� iL vIl i BI Li 9i i 4i £i Li Ti I i �8I �8� �L ����� i�•+�� ILII ml�,u�uillllu uli liIIII� ILII III,IIIII IIIIIIIII Illi ILII IlllIl11 111UIIll IIIIIIIII IILIIIII�IIIIIIIII IIIIIIIII IIIIIUII (IIIIIIIII d I I I I t IIIII I,II�IIIIII ILII ILII IIIIIIII 111111 IIIIUIIIIIIIIIIII IIU {III ILII (III ILII (III ILII nn nll III. IIIIIIIII ILII I!II ILII ILII IIIIINII i DUCTPLUMBING FIXTURE SCHEDULE ,aG1NE 0 MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ® ® z © ® ® PLUM TIMER UNIT, AQUASTAT. AND ALL REQUIRED ELECTRICAL I -� COMPONENTS BETWEEN POWER SOURCE/SWITCH AND SUPPLY AIR RETURN AIR OUTSIDE AIR T AQUASTAT CONNECTIONS TO MECHANICAL EQUIPMENT EXHAUST -8•' MIN SPECif!CATION EXHAUST AIR s T V w TIMER UNIT 7DAY/24 HOUR TYPE WITH MANUAL TERMINATION ti oE�-TON Or ZE AND NECK SIZE NUMBER r �UNIT CONTROLLED TIME OVERRIDE SWITCH - -_ AQUASTAT . IMMERSION OR STRAP-ON TYPE, SUITABLE AL 1 PRESSURE/TEMP ( ) TYPE 4 TYPE AC_J WC-1 WATER CLOSET WALL HUNG, SIPHON-JET ACTION, VITREOUS CHINA, ELONGATED BrlY& 4" 2" I"FOR USE IN HOT WATER SYSTEM SEE NOTE 4 1-1/2- TOP SPUD FOR EXPOSED FLUSH VALVE t_" "-- RELIEF VALVE \ MANUFACTURERS . TIMER UNIT : INTERMATIC, PARAGON, INTAKE-- - -" 12" ABOVE AVERAGE SNOW CTM CFM AMERICAN STANDARD 2477.016 "AFWALL" JI, 1" OR TORK AQUASTAT , HONEYWELL, TERMINATION ACCUMULATION. SUPPLY OUTLET RETURN/EXHAUST INLET EQUIPMENT SYMBOL ROOK THERMOSTAT - - - - ----- SEAT: OPEN FRONT, COMMERCIAL WEIGHT HEAVY-DUTY PLASTIC, STAINLESS ;TEFL CHECK 1-1/4' ROBERT/SHAW OR APPROVED. SINGLE LINE DOUBLE LINE FITTING SINGLE LINE DOUBLE LINE FITTING 1 ' I NOTE : ALL ELECTRIC COMPONENTS AND UNITS ----- - -- �i RECTANGULAR HINGE, WHITE, WITHOUT COVER. EWE L I 1 _ 1 ( TO BE U.L. LISTED AND CODE APPROVED). I��1I` 'Tf VOLUME DAMPER DUCT RISER OLSON I TE 95 O ` FLUSH VALVE SLOAN ROYAL 110 t COORDINATE INSTALLATION OF ALL EQUIPMENT, PIPING, AND Ili �_� ROUND CARRIER. SEE DETAIL ON DWG. A 0 SMITH 411-D-Y OR 419-D-Y, ELECTRICAL CONTROLS WITH AVAILABLE SPACE. PROVIDE FIRE DAMPER DUCT RISER g},1 FD -t F-� (--r`� ;; RECTANGULAR REMARKS: RIM HEIGHT: 15" A.F.F. VERIFY LENGTH OF CARRIER WASTE NIPPLE BI-METAL DIAL SUPPORTS FOR PIPING, PUMP, MIXING VALVE AND ELECTRICAL L_J �- DUCT DROP � UNION WATER HEATER J THERMOMETER UNITS, ANCHOR AS REQUIRED TO STRUCTURE. 4' 2" 1 ' O (T1'P2) ,�..�+ �A� MOTORIZED WC-2 WATER CLOSET WALL HUNG, SIPHON-JET ACTION, VITREOUS CHINA, ELONGATED BOWL, N 6 MOTORIDAAPEROUND I-I/2" TOP SPUD FOR EXPOSED FLUSH VALVE (TYP) 1-1/4~ ROUND, S.S METAL CASED, ENCLOSED GLASS FACE, ` MD ��� r GATE VALVE 81-METAL TYPE IMMERSION THERMOMETER WITH S S _ oucT DRQ AMERICAN STANDARD 2477.016 "AFWALL". GRAIN (TYP2)�3 OR BRASS SFPERABLE WELL 3" OR 3-1/2" SIZE 0 VALVE VO'RECTANGULAR SEAT OPEN FRONT, COMMERCIAL WEIGHT HEAVY-DUTY PLASTIC, STAINLESS STEEL CHECK P. C. :ECK vn• WITH TEMPERATURE RANGE AT 0'F TO 250T (±) ELBOW WITH ASHCROF'T , TRERICE, WEISS, OR APPRGVED LOCATE �,• ,�J TURNING VANES RECTANGULAR LESS HINGE, E 95. WITHOUT COVER C>-I DIRT LEG (TIP-2) EXHAUSTT �--INTAKE THAN 15' FLUSH vA 95. u �CAPPROVED FQR EA4Y READING/ACCESS. FLUSH VALVE SLOAN ROYAL110.GAS COCK R=w RECTANGULAR CARRIER SEE DETAIL ON DWG. A.O SMITH I15-R-Y ® ADJUST AQUASTAT SERVING P-1 PUMP TO SHUT-OFF I RAolus ELBow OFFSET MORE AT 105T DURING "NO-FLOW" PERIOD. THAN 15• REMARKS RIM HEIGHT 18" A.F F VERIFY LENGTH OF CARRIER WASTE NIPPLE 05 ADJUST THERMOSTAT SETTING FOR WATER HEATER TO 5 CONCENTRIC ROOFTOP ' W WC-3 WATER CLOSET: RELOCATED EXISTING; WALL HUNG FIXTURE. FLUSH VALVE AND SEAT. 4" 2' 1 WATER HEATER DETAIL PROVIDE 130T HOT WATER TO BUILDING SYSTEM - ITTINN RECTANGULAR Nc. CARRIER. SEE DETAIL ON DRAWING. SEE WC-1 FOR "NORTH" WATER CLOSET V G. NO SCALE D153 � ROUTE P/T VALVE DISCHARGE TO EXTERIOR SEE PLBG' TERMINATION - WYE RECTANGULAR A 0. SMITH 240-L-Y OR 27000Nf FOR "'CSHALL TOILET � ` ' R ! CODE, StCT10N 1007(E) .� "�" WITH REMARKS: SAME AS WC-I . r,ONfRACTOR SHALL REUSE F_xtS11NG FLUSH VALVES MODIFIED ti,j� 8 I ROUND AIR ROUND BRANCH FOR PRIMERS, EXCEPT PROVIDE NEW 1-1/2" TAILPIECES WITH SLOAN OR McINTOSH PRIMER zt .�� N X - - J SCOOP ��E EXTRACTOR BRANCH gX X ' BRANCH OUTLETS AND PRIME FD-I FLOOR DRAINS IN TOILET ROOMS. • .r dJ I+~ RECTANGULAR I ;r - TL MAIN WITH VMC-4 WATER CLOSET SAME AS WC-3. 2 I-I/2" 3/4"RECTANGULAR BRANCH BELLAIourH CARRIER SEE DETAIL ON DRAWING. A.O. SMITH IIS-L-Y (VERIF 45 • lYc REMARKS SAME AS WC-2 CONTACTOR SHALL REUSE EXISTING FLUSH VALVE NOT MOO IFIED L� OUTSIDE AIR DUCT SEE PLUMBING DRAWINGS DIFFUSER. REGISTER AND GRILLE SCHEDULE FOR PRIMER SUPPLY. WITH VOLUME DAMPER FOR CONTINUATUIN IL���! SUUARETT�O HOUND `ROUND DUCT >_ 1 PROVIDE CONCENTRIC ROOF TOP TERMINATION, GYM TYPE � � FIM AAO s ROUND U URINAL RELOCATED EXISTING. WALL HUNG FIXTURE AND FLUSH VALVE. wNG INTAKE &EXHAUST IF COMBUSTION AIR (EXCENTRIC RECTANGULAR ROUND ROUND BRANCH CARR I ER: VERIFY EXISTING SUPPORT SYSTEM, PROVIDE NEW CARRIER (OR WALL HANGER) .� 1 — W�PENIETRASEE PLANS FOR LOCATION OF � FpRn'L- ' A­IS' CONICAL BRANCH TO MATCH. b CD-I CEILING DIFFUSER 24x24 T-BAR NONE WHITE CARNES SPSA4 OR ROUND) TEE 15* MAX REMARKS: VERIFY RIM HEIGHT WITH ARCHITECT. REUSE EXISTING FLUSH VALVE. PRO- 3 P V C COMBUSTION AIR VIDE NEWEXTENDED LENGTIi TAILPIECE IF REQUIRED dY CHANGE IN VALVE HEIGHT. -- T-TrT`f- CD-2 CE I L I NG DIFFUSER PERFORATED SURFACE NONE WHITE CARNES SPSA2 30' TRANSITION r CONCENtRIC 1 11 1 W I N CEILING OF ADJACENT SPACES I I ITL :R='►Zaa1EC NON SYMMETRICAL rano" S-1 SINK: MOEN 22119 S.S. , 20 GA. SELF-RIMMING, WITH BUILT-IN BASKET/STRAINER UNIT. 2" 1-1/2" 1/2" 1/2" CRG-I CEILING RETURN 24x24 T•-BAR NONE WHITE CARNES SPPA4 "' E—______ LLIiNEEDDsouciT (CLEAN FAUCET: DELTA #2171 "BAR" FAUCET. N I I GRILLE DOUBLE FORMED- ��� (SIZES AWN ROOM F I TT I NGS C P, BRASS STOPS AND TUBING SUPPLIES COOLING COL INSIDE MOUSING (l ``— MUFFLER TURNING VANES ARE NET INSIDE) ) III CRG-2 CEILING RETURN PERFORATED SURFACE NONE WHITE CARNES SPPA2 FLEXIBLE A 0. SMITH #8710-I-I/2" INTERCEPTOR TRAP, WITH I-I/2" "DWV" COPPER DRAINAGE SYMMETRICAL WYE CONNECTION FITTINGS AND TUBING. ( III 3' PVC. FLUE GRILLE B-1 w� I REMARKS: PROVIDE FIXTURE SEALANT UNDER MOUNTING RIM. LOCATE INTERCEPTOR TRAP II II -L�F�RATLC? DOUBLE FORMED ON CABINET FLOOR UNDER SINK; IN POSITION TO ALLOW EASY STRAINER REMOVAL. II CEG-1 CEILING EXHAUST 24x24 T-BAR NONE WHITE CARNES SPPA4 TURNING VANES L 11 GRILLE -- S-2 KITCHEN SINK: "STYLIST GROUP", SINGLE COMPARTMENT, 20 GAUGE STAINLESS STEEL, 2" 1-1/2" 1/2" NATURAL. GAS LINE W/ DRIP LEG SEE PLUMBING DRAWINGS FOR (LUNCH SOUND-DEADENED, 21" FRONT TO [SACK x 25" LEFT TO RIGHT x 7' DEPTH, LINE RETURN AIR DUCT HATH SIZE k SERVICE REOUIREMENTS CEG-2 CEILING EXHAUST PERFORATED SURFACE NONE WHITE CARNES SPPA2 I' LINER SEE PLANS FOR GRILLE PIPING LEGEND ROOM) JUSTYSLM2125_BTGRREE HOLE, WITH J-35 CUP STRAINER r^ L SIZE HEAT EXCHANGER CONDENSATE PIPING. PVC. PIPE DOWN TO -����'I-� FITTINGS: C.P. BRASS STOPS AND TUBING SUPPLIES. 1-112" C.P. 17 GA. BRASS I � O FOR REFRIG PIPE SIZES RFFE - FLOOR DRAIN. COORDINATE w/ CTG-I CEILING TRANSFER 24x24 T-BAR NONE WHITE CARNES SPPA4 TO MANUFACTURERS PLUMBING C PINGS ----- SANITARY WASTE PIPING TUBING P-TRAP. I-I/2" C.P. TAILPIECE WITH 3/4" INLET BRANCH FOR D i St N+ASHER WASTE RECOMMENDATIONS. / �+ GR I LLE - ---- VENT PIPING CONNECTION. Cie CONDENSATE DRAIN k OVER FLOW—• , FLOOR DRAIN. INSTALL FURNACE COLD WATER PIPING FAUCET: KITCHEN DECK/SINGLE HANDLE TYPE, 8" CENTERS, 8' SWING SPOUT, AERATOR, TO FLOOR DRAIN TO PROVIDE ADEQUATE SPACE FOR SG-I S I DF.WALL DOUBLE 1-1/4" NONE WHITE CARNES RTDAH - - SPRAY ATTACHMENT, DELTA 300. o REFRIGERANT LINES ON TO 1ST— INSTALLATION OF FLOOR DRAIN. SUPPLY GRILLE DEFL. BORDER __ _ -_ FLOOR CEILING ROUTE TO OUTSIDE COORDINATE w/ PLUMBING. HOT WATER PIPING REMARKS: PROVIDE FIXTURE SEALANT UNDER MOUNTING RIM. SEE DW 01 SHWASHER. � SEE I-M2 GAS RG-I SIDEWALL RETURN FIXED BAQ I-Ij4" NONE MITE CARNES RSAAH S-3 SINK (SHOP): RELOCATED EXISTING FIXTURE. DECK MOUNTED TYPE. (SEE TRIM LIST AND 2 I-I/2" I12" I/2" 2 UP FLOW FURNACE AND DX COIL GRILLE BORDER o- CONDENSATE DRAIN PIPING NO SCALE (SHOP) FAUCEKS). —SAN— EXISTING SANITARY WASTE PIPING FAUCET: DELTA #3579 HDF. REUSE EXISTING BASKET STRAINER UNIT. -V- -- _ __ EXISTING VENT PIPING FITTINGS SAME AS S-1 , EXCEPT INTERCEPTOR TRAP IS A,O. SMITH #8714-1-1/2". 1 W_ EXISTING EXISTING COLD WATER PIPING REMARKS: SAME AS S-1 ; PLUS PROVIDE NEW NECESSARY RIM MOUNTING TRIM AND IIW---- EXISTING HOT WATER PIPINC EQUIPMENT SCHEDULE HARDWARE -+- --- - >= � --SAS FXISTIN(, GAS WH-I WATER HEATER: COMMERCIAL GRADE GAS-FIRED, 84 GALLON STEEL TANK. GLASS LINED, I-1/4" 11/4" SY�a �Sri�Tl� �.�T � STM--- EXISTING STORM DRAIN PIPING COATED STEEL OR CAST IRON BURNER, INSULATED AND JACKETED 195 GPH RECOVERY RATE - PROVIDE CONCENTRIC ROOF TCP TERMINATION, AT 90*17 TEMPERATURE RISE. 11 MBH i NPUT. V COMBINING INTAKE &EXHAUST IF COMBUSTION AIR A.O. SMITH BT-181 . SEE PLUMBING DRAWINGS SEE DETAIL 5 SEE PLANS FOR LOCATION OF S.O.V. SHUT-OFF VALVE C}-It V�•Q WALL CLEANOUT ROOF PENETRATION ✓ 120V/10 REMARKS: PROVIDE DRAIN VALVE AND CODE APPROVED COMB. PRESSURE/TEMPERATURE � uj FOR CONTINUATUIN -�- CEF-I CEILING EXHAUST FAN W/V EXISTING WASTE/VENT RISER VENT THRU ROOF RELIEF VALVE. SEE DETAIL ON DRAWING, CEILING OF ADJACENT SPACES 3' P v C. COMBUSTION AIR 90 CFM AT 0 3 I N. E S.P. WITH STANDARD GRILLE I/50 HP. � HB HOSE BIBB p AE ACCESS PANEL W r,TT`T _ UP THROUGH CEILING. PACE DD-250-G, (E) EXISTING; TO REMAIN P-I HOT WATER CIRCULATING PUMP: BRONZE OR STAINLESS STEEL BODY AND WATERWAY --_ _-- -_- 1' ll CONSTRUCTION, CENTRIFUGAL VANE IMPELLER, IN-LINE, LUBRICATED BEARINGS, INTEGRAL III 1 /CEF-2 CEILING EXHAUST FAN. 120V/10 (ER) EXISTING; TO BE REMOVED MOTOR 1112 HP/115V/10 ELECTRICAL CHARACTERISTICS. CAPACITY: 6 GPM AT 12' II 200 CFM AT 0.25" E.S.P 1/50 HP. (C) CONNECT TO EXISTING HEAD. PACE DD-350-F. (RE) REUSE/RELOCATE EXISTING FIXTURE BELL d GOSSETT LR-158. Q —� O.S.A. DUCT *4TH — I I _— MUFFLER VOLUME DAMPERS SEE / A.F.F. ABOVE FINISH FLOOR REMARKS: SEE DETAIL ON DRAWING. PLANS FOR SIZE I I i 12DV/10 I � • �CEF-3 CEILING EXHAUST FAN' Illi `—CEILINGC. FLUE UP THROUGH ` 500 CFM AT 0.3" E S.P. I/10 HP. B.F.F. BELOW FINISH FLOOR FD-I FLOOR DRAIN: CAST-IRON BODY WITH ADJUSTABLE ROUND POLISHED NICKEL BRONZE TOP. 3" --- --- -- { � PACE DD-650-F. ' STRAINER DIAMETER 6" , TRAP PRIMER CONNECTION. PROVIDE WITH P-TRAP. O II 120V 10 J.R. SMITH 2005--A. LU II NATURAL GAS LINE w/ DRIP LEG F-I LIP-FLOW GAS FURNACE WITH DX COOLING COIL: / REMARKS: PRIME FROM WATER CLOSET IN WOMENS• TOILET ROOM. Z r ) / SEE PLUMBING DRAWINGS FOR ( � 1600 CFM AT 0.5 I N. E.S.P. 46 MIN. MBH TOTAL COOLING CAP. 3/4 HP. v LINE RETURN AIR DUCT WITH SIZE k SERVICE REOUIREMENTS. I- LINER SEE PLANS FOR HEATING CAPACITY: 80 MBH INPUT; 72 MBH OUTPUT. 90% EFFICIENCY. FD-2 FLOOR DRAIN: CAST-IRON BODY WITH ADJUSTABLE ROUND TOP ANTI-FLOOD RIM, 2" SEE --- __- O SIZE �— HEAT EXCHANGER CONDENSATE ' ' t II PIPING, Pvr,. PIPE DOWN TO F-2 DOWNFLOW GAS FURNACE WI : 120V/14 TH DX COOLING COILPROVIDE WITH P-TRAP. W 7" DIAMETEk NICKEL BRONZE STRAINER HEAD AND GRATE. TRAP PRIMER CONNECTION. DWGS. FLOOR DRAIN, COORDINATE W/ COOLING COIL INSIDE ROUSING. I I/ PLUMBING DRAWINGS 2000 CFM AT 0.6 I N. E.S P. 55 MIN. MBH TOTAL COOLING CAP. 3/4 HP.� ( J.R. SMITH 2005-F 37 U ! c _ HEATING CAPACITY: 100 MBH INPUT; 90 MBH OUTPUT. 90% EFFICIENCY. W 1 I REMARKS: PRIME FROM PRIMER VALVE. TOP OF RIM FLUSH WITH FINISH FLOOR. VERIFY z CONDENSATE DRAIN k OVER FLOW FUEXACT LOCATION WITH ARCHITECT. z I TO FLOOR DRAIN. S _ CU-I OUfD00R CONDENSING UNIT FOR F•-I 208V/10 FOR REFRIG. PIPE — 09 In '� 46 MBH TOTAL COOLING CAPACITY AT 95'F AMB. 22.3 MCA• W SIZES FRIG, TO MANUFACTURERS �\ FLOOR DRAIN. INSTALL FURNACE L-I LAVATORY COUNTERTOP, FRONT OVERFLOW, VITREOUS CHINA, SEL F-RIMMING, 20' z 17" I-I/2" I-I/2" I/2" I/2" II OVAL. FAUCET HOLES 4' CENTERS. (,n RECOMMENDATIONS. `FIRE DAMPER AT FLOOR TO PROVIDE ADEOUA•iE SPACE FOR PENETRATION INSTALL e1tON OF FLOOR ORAIN. CU-2 OUTDOOR CONDENSING UNIT FOR F-2: 208V/I CGOItDINnTE w/ PLUMBING. 31 .5 MCA. AMERICAN STANDARD 04'6.028 "AOUALYN". LJ..I 2: -REFRIGERANT PIPING DN 55 MBH TOTAL COOLING CAPACITY AT 95'F AMB 23X22X24 SHT MIL PLENUM TO IST FLOOR CLUNG FIT 1 I NGS: SAME ASL-,,' t7 ROUTE TO OU151GE SEE � / LINE WITH 2" DUCT LINER ROUT 08V 3m FAUCET: SAME AS L-2 17+ iF-I HOOD FAN - IN-LINE CENTRIFUGAL EXHAUST FAN (BELT DRIVEN) / REMARKS: PROVIDE FIXTURE SEALANT UNDER MOUNTING RIM. 2000 CFM AT .5" E.S.P. WITH VIBRATION ISOLATOR, AND BACKDRAFT DAMPER. ALUMINUM CONSTRUCTION I HP. WITH EXPLOSIONPROOF MOTOR OUT OF AIR STREAM. L-2 LAVATORY RELOCATED EXISTING FIXTURE, DECK MOUNTED TYPE. (SEE TRIM LIST AND 1-1/2" 1-1/2' I/2" 1/2" 3 DOWN FLOW FURNACE AND DX COIL ltaAlbipn NO SCALE ;F-2 HOOD FAN 120V110 REMARKS). ` v•AI, I>ScJE'• Iv,IG�j I 200 CFM AT 0. 1 " E.S.P. 100 WATTS. FAUCET: DELTA #25520 GR, CENTER MOUNT MIXING TYPE, WHITE FINISH, WITH LEVER HANDLE, AND POP-UP DRAIN. NUTONE MM-6500, 30" WITH DUCTED OUTLET, WHITE COLOR. FITTINGS: C.P. BRASS LOOSE KEY STOPS, AND TUBING SUPPLIES, I-I/4" x I-1,2 C.P. 17 GA. BRASS TUBING P-TRAP. 1-1/2" BRASS CODE APPROVED WASTE CONNECTOR RGV-I ROOF GRAVITY VENTILATOR REMARKS: REMOVE EXISTING FAUCET, DRAIN TRIM FROM LAVATORY. INSTALL NEW TRIM. - 1202 THROAT SIZE WITH ROOF CURB AND BACKDRAFT DAMPER, REMOUNT IN NFW CABINET. PROVIDE NEW SEALANT AND NECESSARY RIM MOUNTING HARDWARE. ^! SS-1 SERVICE SINK FLOOR, 28" x 28", CORNER. ACID--RESISTANT, ENAMELED CAST-IRON. 3" 1-1/2" 1/2" 1/2" TRAP TO BE SAME SIZE AS NOTE PROVIDE TWO TRAPS AMERICAN STANDARD 7740.020 "FLOORWELL. " DRAIN. STRAINER AND SOCKET, 7721 .038, PER UNIT, ONE EACH SIDE 7745.011 RIM GUARD. . PIPING CONNECTION AT UNIT ��` ROOFTOP AC UNIT FAUCET: SPOUT WITH VACUUM BREAKER, ADJUSTABLE ARMS WITH INTEGRAL STOPS, WALL BRACE. CHICAGO 897, 16 GAUGE GALVANIZED SLEEVE REMARKS: OR MOUNT FAUCET AT 48" A.F.F. PROVIDE FIXTURE SEALANT AT JOINTS BETWEEN 5" �- CENTER OUTLET OVER FIXTURE, WALLS, AND FLOOR () 1991 JKS ARCHITECTS PC SPLASH PLATE.QUID SUCTION THESE DRAWINGS ARE THE LI / "- LINE. Pc A DF-I ELECTRIC WATER COOLER. EXISTING UNIT TO BE REMOVED 3 RELOCATED TO NEW POSITION {-I/2" 1-I/2" I/2" PROPERTY OF JKS ARCHITECTS _ _ AS SHOWN. PROVIDE NEW FITTINGS AS FOLLOWS: REPRND ARE NOT TO BE WJGED IN ANY MANNER, _ -- _ --- --- _ FITTINGS: 1/2" BRASS STOP AND TUBING SUPPLY 1-1/4" C P. BRASS 17 GA. TUBING EXCEPT WITH THE PRIOR P-TRAP AND 1-1/4" TUBING WASTE ARM. WRCHITECPERPCssION OF JKs 1 --- --- --- -- ----- 6" MAX REMARKS: RIM MOUNTING HEIGHT: 34" A.F.F J low DW DISHWASHER: FURNISHED BY OTHER:,; INSTALLED BY CONTRACTOR. MAYTAG MODEL WU-504. Ij2" --- --- 1/2" SECURE REFRIGERANT TRAP SEAL TO - 16"X16", 4LB, SHEET - PIPING TO SUPPORTS ; i ` INSULATION BE 2Y. TOTAL LEAD HOT MOPPED F I T T I NGS: C.P. BRASS STOP AND TUBING SUPPLY. PROVIDE CODE APPROVED WASTE I D. DI N PIPING MATERIALS AND ROUTE TO S-2 SINK TAILPIECE INLET CONNECTION. WITH PIPE CLAMP STATIC ONTO ROOF [&AWMI h al WIOUTSIDE WALL PRESSURE REMARKS. COORDINATE INSTALLAT'ON WITH GENERAL AND ELECTRICAL CONTRACTORS.70 - _91.57 10 / 7 / 91 y PD-I PLANTER DRAIN: CAST IRON BODY, BRONZE FLASHING CLAMP, SECURED BRONZE DOME WITH 2" --- --- --- -_Ilob N0 0111" �- WALL 1 S.S. MESH SCREEN, MECHANICAL DETAILS ANCHOR CLAMP -I" A.O. SMITH #2670-Y PLUG TYPICAL TO STRUCTURE , � THrtU CLAMP REMARKS: VERIFY EXACT LOCATION AND RIM ELEVATION WITH ARCHITECT. PROVIDE CODE TUI* INSULATION APPROVED LEAD OR VINYL FLASHING MATERIAL AND SEALANT AND SCHEDULES _ !MK Tkk ROOF / EW EYE WASH: EXISTING U41T TO BE REMOVED d RELOCATED TO NEW POSITION AS SHOWN I-I/2" I-I/2" I/2." -- r- — �� / PROVIDE NEW FITTINS SIMILAR TO DRINKING FOUNTAIN VERIFY MOUTING HEIGHT OF 40" �i W/GINNER/ARCHITECT. 4 REFRIGERANT PIPING WALL. - INTERFACE ENGINEERING PENETRATION AND SUPPORT 5 CONDENSATE TRAP 4 CONTACT DON MICHAELIS i o NO SCALE D61 ( ) 503 659-6.394 r PROJEI _ N0 91-152 I CI':'L3F1 24 OF - -- III III Il� �-L —1 t i 1 T T t tTr T ! 1 I --- _ — - IIF"THSB D06�IMENT IS LESS r 1 f m ' I I! II! III I I III !II ,II I I 111 !Ii III I IIIIIIIII 1lflrll [Jill 1111111 III III II I I I I 1 I APRIL 26 1993 LEGIBLE THAN This NOTATION, i l ! I I �i I 7I I 9 I YO I 11 I 1L 1 IT IS DUE TO THE QUALITY OF'---- No 36 0'KPa THE ORIGINAL DOCUMENT. � i ii m> iu ilillutii iililiui 81-11- i a I!,II1 iii !1111 Iu,Allll1 '11111 ui i�ill►i,i,i�4il,i ii�il<<ii il��lllli illll�lli Tull� Ilili i1411111i ilulll i iu�llui�ulllul i111111111iIu ►III 1111►111`111111 L1. �1��QII IIIIIIIII 1£III(liil IIIIIIIII�IIIINII (F QG T" (E, JlE.31 (E.4) (L.b (F.2) t F 3) (F..4) Z' i ci 16 91 91152 GLASS AWNING 4.4 L Lj r J.0 CL I'm -+14'-0" TYP OF 3 GUTTER BUILDING WALL AWNING FRAME 14 161"! A 00 a) 14. M' Ill- 0 A' A' A. A lit FIXTURE c 14 18 14 A' po A' A'11 18. 18�' \_ OUTLET BOX 0 E E' 14 A' E' 18 DO NOT PENETRATE GUTTER 18 WHEN MOUNTING OUTLET BOXES 11 18 A' E, L �"t 'E' A 17. vu 'Bi 'Bi 18, 19 25. (D A' E, H' OIL. i-- 16 E 2-3 2. FLOOD LIGHT FIXTURES GLASS AWNING 'E 1 1. 1 APPROX 11 15. A F 11 J 11 J J A 19 19 A' 14 TC J, 18 A' 'E' Al' SHqWI,u_)I,4 OJ 19, Ale A 11 A' ;< 11 a -n L`� .8' . A .2 5. B' K' 19 E, 14 10 69. 13. 11 05 A' A' 19 A' 19. 23 S v1 A' A .8. Ilk, B, 18, 0S 1 11 14#12. 14.. It---- - \ U-19. --HIGH PARAPET WALL I 1/4"C D-1 Ia. E 21.23-- ' V 9 151 D 1.25. PROVIDE FLOCKING -14.1 IN WALL FOP OUTLET TOP OF ACJACENT LOW E' 13 13 'B' B. 8j BOX/LIGHT I TORE PARAPET WALL 14, D' 11. + 3. 'B SUPPORT .3. - Al , �:: �� 4 I Bill '81 ci) 'B 14 14 B' 'S' M, 'El '•{ :r _ -_ ___ J - -,ice. _ T - y p' 0 0 M, I`AkC OF STUD LIGHT FIXTURES 2ND 17001" SKYLIGHT 3 Al-5 'F' 'F' V 'N' 0S MAINTAIN CONTINUITY 7 2. (20. z 01 .8 11" J -,38. OF LIGHT FIXTURE 'E 2 38. L' L' 42. 42. 42. A' CIRCUIT 0 STUD 42 E, F__ ILI _FAL�_OF 7 E-1,,N' IV A J 'F' Q rcF 2, A 1­1 3 2. a. 7. D-2 'E' A-E ROOF : Al-7. - ! - -_ - 1 I. -- 3 All , - P 3. 2.. 7 L., - 7 v'E3' 42.rj. I E.' 42. 'E3 6 .. . .... 3. LIGHT FIXTURE ABOVE SKYLIGHT all: S, 7, 7 2 4 lE'_ 1 U B APPROX 1/2"=V-0" ce A U U 'B' A 'B Cie V 1,1,142. E-1 rj',,va 4 X Y X u 7. 8, 'C 'F' 13' A 1 31 all 41`2 2 X, E' 7, 4.. -6.8. B NOTES THIS SHEET J_7 . A Y E D 4. ,, \ k�, i . * ',',) 4 2, 42 8. X . 7. ---' 1 0 EXISTING LIGHT FIXILIRE TO REMAIN, 7. 5. D 'E3 S, Y, VE4' 'A' 8 R E 7r - 02 I ENTP) TO EMEROENCY SERVICE DISCONNECT SWITCH. 'D* 'E3' Y LU 742. Al-1 42 t7. --jj I A 03 ENCLOSED INCANDESCENT LAMPHOLDER. ONE 60 WATT A-19 LAMP GLASS GLOBE 7. D-11� B, rt rl DIGITAL TWO POLE TIME CLOCK. ONE POLE TO TURN SPOT LIGHT 'ON' DURING 0. 38 'E' 'OPEN' HOURS AND 'OFF' DURING 'CLOSED' HOURS. SECOND POLE TO TURN 9 D-5 7 4 1 LIGHTS 'ON' DURING 'CLOSED' HOURS AND 'OFF* DURING 'OPEN' HOURS 8 VAULT I V 'E' . - 11 . -(ill < 0 D 2,4.6.8. 7 LIGHT FIXTURE BAR To RUN CONTINUOUS ON TOP AND SIDES OF MIRROR, AlAIW n nL------------------ ----- ------ ------------- ------------ REPLACE EXISTING LAMP - SEE 2/7, Z 11 NTH 1LYTE LAMP.50 WWATT PAR 38 CONNECT HOOD LIGHT FIXTURE. COORDINATE WITH HOOD SUPPLIER CAPSU V' V, TYP. OF 14 7, (D MOUNT LIGHT FIXTURES IN ARCHITECTURAL UPLIGHT COVE. 0 Uj KEYED SWITCH FOR CONTROL OF CONTACTOR COIL. THIS LIGHT SWITCH TO SERVE AS A MASTER 'OFF' SWITCH. N 0 R T H (2j) ROUTE CIRCUIT THROUGH NIGHT LIGHT CONTROL SYSTEM, SEE 8/E3 z z ce 1. FIRST FLOOR PLAN LIGHTING WOr E 0 BY-PASS SWITCH FOR VAULT LIGHTS TIME CLOCK. LU < Q ELECTRICAL CONNECTION FOR HOOD LICHT. O -r Ln TOOK SERIES - 2100 PHOTO ELECTRIC CELL (PILOT DUTY ONLY MOUNT ON ROOF & _7 AIM NORTH) _ _ _ _ X LXISTIN(� 2UILDIN, rmmmm DIGITAL TIME CLOCK, q/ 24 HOUR, 7 DAY SCHEDULING TORK SERIES DICIO WITH L - - - RESERVE POWER - - - - S_ MANUAL OVER-RIDE A2-12.14. SW DP.S.T P&S (Dc 1991 JKS ARCHITECTS PC NO, 1276 E Ill SE DRAWINGS ARE THE PROPERTY OF JKS ARCHITECTS ,V PC AND ARE NOT TO BE REPRODUCED IN ANY MANNER. CONTROL POWER ExCEPT WITH THE PRIOR VERIFY VOLTAGE. N T CONTACTOR C1 WRITTEN PERMISSION OF XS FOR EXTERIOR ARCHITECTS PC CONTACTOR C2 NIGHT LIGHTS REMOVE CONDUCTORS & w COMPONENTS SHOWN IN FOR AUXILIARY ABANDON CONDUIT. DEACTIVATED CONTROL NIGHT LIGI` 'S CI (DUSK TO DAWN) POWER STATUS BLDG. LIS. KR DJO EXISTING SITE LIGHT CONTACTORSSOU D. F-1. N.W. SIGN A2-38. 1 Dmvn ey Ctmiicked Or POLES TO REMAIN. REMOVE TWO PAIRS OF CLASS 11901 TYPE "L". F-3. N.E SIGN F-9 - ENTRY LIS, REPLACE FIXTURE WITH GROUND MOUNTED SIGN F-5. S E. SIGN - SPARE 91-9 10 / 7 / 191 TYPE, 'AA', TYP. OF 4 LIGHTS F-7. I S.E SIGN I SPAR )ab hb Dote A2-12 PKG LOT LIS FIRST FLOOR PLAN Q A2-14.. PYLON SIGN EXISTING J-BOX AND CONNECT NEW PYLON CIRCUIT 10 REMAIN TO SIGN TO EXISTING CIRCUIT A 2--,2.. I BLDG, LIS LICHTINC FEED NEW SIGN Shm TNM ZZ F-11 AWING LIS. TO REMAIN. F-13 SKYLIGHT LIS SPARE EXISTING TRANSFORMER NORTH � 4. PARTIAL SITE PLAN ELECTRICAL. W .5. EXTERIOR LIGHTING CONTROL DIAGRAM 6512 PROJECT NO.: 91-152 - El E D207 , SE La,.nmd.KIII-im. C*V- 97D2 INTERFACE EAVINFERING IAC G OI Consulting ffi9fo"fs j 603 %4 M IRM 08WSCHKEWIT" ai 4 T NT IS 1111111 jIjrjr APRIL 26 1993 LEGIBIIE THAN THIS NOTATION, 1 IT IS DUE TO THE QuALITY OF­ I - 4 j_.______777T!74j!1 11F m.;; 70=17p"l Mr", 011I THE ORIGINAL DOCUMENT. t _J J1 IIII I fi,1-1-1 J*111 IF,I I L11ii,11-11 11111111-111 111t,11111,11, U11111111111i (jnil- P� 4��C SC.Fi� (G.4) E. (E.2�( (E.4) (E 6) 2 d �F,?) `F 3� (F'.�1) `aw YI101691/91152 En l6 I l I A i I V{ENANI CU-1 \ 3 MCA, 208V, 10 1B LA { /, �� CU-2 1 31.5 MCA, 208V, 10 lt3 cc yll 00 2#6, 1"C SIGN AT UPPER 28. 28 2E. F-39.41. F-40.42. -SIGN AT UPPER 28 WING WALL AT J C J J , -:9♦ J WING WALL AT v u��y ROOF J I J ROOF 4.J t N1 J 10 a g J 16 N E----------------------------- ------------- --------------^---- - J- -- D cicu F -�� t- ��,n,,, n, '1n, '-- ------ ---- - -- - { il V 25. J r �� / /' 14 -- ---" ,- J J 2"C, JI Il� 0 O ,r ,r J 10 r / 3,1. 8 CIL O . �. u.J CL � W"o 30 f ;. - -- 33. 33 - 33/ CIC � 10) 31 13 M 'D 7 30. 16 Al-27 29.31 ij C 4 fc CEF-2 !1 ( fj N a' ,_Z25. F-1. „ 33 3 F-3. 2�1 0V, 10 1/50 HP �•/ �23. 21. l0 26 Al-39 41.39. 31. f..+ 4) 23 J VAULT 39. rpwkoun+ w. T HF--2 le 13 � rJ1 29 41.D-24.26. HOOD FAN J '� 25am 39" - r 28.30. 120V. 10, 1DOW _9 P-1 j i/1 UN [� J ! A2-3 5. A2-9 (i9 I- 1/12 HP, 120V EXISTING CU TO REMAIN �,-; Q-�-�`� 130. Al-21 23 25 6 ,may p I V 18.3 MCA. B1-27.29 25 27 _� SBO i C WH C _ . _ - - - 3 +32H 120v le IO 27 CEF-1 ro o ` +32H c 30. B1/20 HP, 120V. 39. � i 39. L 10 31 c € ^ �1 EXITING FAN COIL _ ,-, J TO REMAIN 10 Al-27 �, J 29 1/2 HP, 81-31. '.?5.` / (RECONNECT AFTER UNIT SEAnN 5. 31i it A , �L<.. I O IS ROTATED) 5 23 23. C J ,! 139, ®J 5 +32H MOTORIZED DAMP R 3• J +32H 2 Ism; t_---_--- 27. ,n 120V g r-�__- �23. A1-15.17.19. 32. / \ le HF-1 HP 208V, 30 ai - 4 _ Y _ Qb- - �____ _ 4 -- TORAGE EXISTING THROUGH-WALL (HAZARDOUS 23 - @k- - _ - �, i AC TO BE REMOVED LOCATION EXISTING PANEL Eit' ^ li. CONNECTION) 1 b 1g, EXISTING PANEL 'B2' { 0*13Z�9 ' J �� 4 I 32 J - j,, ----- - �.�{_.. _-_ - --EXISTING THROUGH-WALL --� 7 l --- T' -- - - � -- _- - _--- . _. 6 _2�C- _ � __ _-r-----+==�T=� r � _ AC TO BE REMOVED ( 1 � ' Z J' 10 ' W A �4 W u l I +50 32. 32 36. +J \ REMOVE EXISTING PANEL 'IG' O 32 GFI ll / '�`:., ,�,�. 1� .� ��' EISTING TELEPHONE GFI 141y12, u +50 �'` =-` /Ir AND FEEDER AND REUSE AS F-17,19. J 7 u- -J 32. i 1"C. C kt' 21. r 7E�UIPMENT - I J © /� �� PANEL 'F'. pL 12 IG-1.3.5.7. i ---- A1-312:.34. I-- a N II 32 D-32 34,36 38. +60 t i_____. TIME CLOCK CONTACTORS & I 11 38.40.27. 40. &A u ~I (5) 2#10 v 22. >•- o-� 7 BYPASS SWITCH ___ ._. 10 29.31.33. \ 10 `` ^ 22. t _ A2-14. r , WALL SHELF MOUNTED A -16.18.20. 15 RELOCATED PANEL 'D' I q i32 1� J 6 4 ��,, \ NOISE SUPPRESSOR V +60 RELOCATED PANEL 'F' IG QTC. 22 A, / ,_.11;1'...11, � TO PYLON SIGN, SEE 4 E1 (PROVIDE VIBRATION 0• D �l IIAl-14 26. (� PADS) '_' - �J1 5• EX�ISTI�NG PANEL D' C27 �, 3 { \ 10 C`( J A1-20.22. Al-2. A1-8.10.12. C{ 32 J F-5.7 x /Y.� SUMP PUK!^ ALTERNATE O NEW PANEL 'IG' T+60 14 EXIST. CONTAI�TOR u �;'�I 11 II,;2 _ J 14. 3/4"C. `- `' ` �, RECEPTACLE FOR PLUG-IN SIGN AT UPPER- S 1 16 J ( TYPE SUMP PUMP, 1/4 TO V �J �+,- ING WALL J 16 . f 1/3 HP, 120 VOLT VERIFY EXISTING PANEL 'Al''A1' ��� �% {,J; � ' J I DISHWASHER 5 Al-4. 1/3 HP, 1 2 KW HEAT 1, 4 D 1 ����;j� f� y34. 10 10 I }� p ,-�j LOCATION WITH MECHANICAL 10 15. '+1 +32` 1-2"r-./ @ J +32H `" CONTRACTOR. CEF1 ----- - n 18 1/10 HP, 120V ~ 3. J -- C �� Y.� --�~ 15 -.. n 1' VENDING J EXISTING PANEL. 'A2' u `�+� +,2 N _ X _ +60 15 4 5 ,(� ql W r t � It - ,-..._a.- _,.e�_a._R•- -" -_ _ S,TCP �`.r. EXISTING MAIN J J J J J J J ' i.rnvi _-�- TELEPHONE TERMINAL a 3 5 I 5 �d IG-9. REFRIGERATOR F-2.4. 12 19 E'1STING METER EXISTIN EXHAUST FAN io REMAIN ''� z 772 KW 68.10 RECONNECT _ __._. � � ni9FCADE EXISTING MAIN " r SIGN AT -� '�c I) < 0 DISTRIBUTION CEF-3 8 SECOND FLOOR \\ PANEL CEILING EXH. FAN -IlLEVEL , W 120V/10. 1/10 HP 1, �, z L) O W Ln 1. FIRST FLOOR PLAN -- POWER/SIGNAL W N 0 R T H H DEN13TES DEVICE HORIZONTALLY MOUNTED i L z W w o NOTES THIS SHEET LOAD SUMMARY EXISTING EMERGENCY SERVICE DISCONNECT SWITCH, 30 AMP - RltihlOr� REUSE EXISTING 4000 AND INSTALL DUPLEX RECEPTACLE ON 18" CENTERS ® SWITCH WITH PILOT LIGHT FOR HOOD FAN CONTROL LABEL COVERPLATE GENERAL/MISC. 10.1 KW MOUNT AT 36" A.F.F. PROVIDE NEW F17TING AS REQUIRED TO READ "HOOD FAN". LIGHTING 40.0 KW RECEPTACLES 34.3 KW 0 WIREMOLD 2000 WITH RECEPTACLES ON 12" CENTERS MOUNT ABOVE 21 REMOVE EXISTING PANEL AND REUSE AS NEW PANEL 'F'. `�--I- - - , SITE LIGHTING 1.3 KW KITCHEN EQUIPMENT 30 KW BACKSPLASH. EXISTING-7 _- I __-_ _ _ _ _ _ EXISTING MAIN DISTRIBUTION PANEL (MDP) _ _ _ _ MOTORS 158.3 KW RELOCATE PANEL 'D'. METER f/ C) NOT USED 1200A BU5 - ELEVATOR 29.4 KW DISCONNECT WIRING TO EXISTING DUCT COIL. �M - -� r - L �; - - - t,- - - r, - - -I;- - - '*,- - r-I; - - -1- - - - >< - - -1- -' - -t - - -1- - T- EXTERIOR BUILDING LIGHTS 2.6 KW I I ( 4011A ( 200A ( 200A ( 200A (200A `6ODA 1 ( 200A 200A ( 100A ( 100A 100A D ( 200A I I SIGNS 4.8 KW 40 SPLICE INTO EXISTING WIRING AND REEFED EXISTING DEVICE. ® TWO 2" CONDUITS FROM VOID SPACE BELOW COUNTER TO ACCESSIBLE CT I 300A 200A 125A 125A 125A 600A 125A 150A + BOA 80A 30A . 200A SPACE SHOP EQUIPMENT 40 KW CEILING SPACE FOR DATA WIRING, SECURITY, ETC I 1 1 L - -I 1 1 l 200A t�_- ACCENT LIGHTS 23.0 KW U EXISTING RECEPTACLE TO REMAIN. REFEED AS SHOWN _ _ _ _ _ _ _ _ _ _ r- _ _ _ _ 4-3/0 CU�,� CONNECT CEF-2 TO CONTROLS ON HF-2 SO BOTH FANS OPERATE IImoIN 2"C. TOTAL CONNECTED LOAD 306.8 KW �6 ELECTRICAL CONNECTION FOR DISPLAY LIGHTING. SIMULTANEOUSLY. _ _ J 5/10 CU f- I I I I I I I I I IN 1"C, I 200 AMP BUS 306.8 KW AT 208Y 120V, 30, 4W - 852.2 AMPS I CONTACTOR / REMOVE EXISTING SIGN CONNECTIONS AND SURFACE MOUNTED CONDUIT & OBTAIN MOTOR STARTER FROM MECHANICAL CONTRACTOR AND INSTALL I I I I ! I I I I I _ AND CONNECT COMPLETE. PROVIDE OVERLOADS * INCLUDES SECOND FLOOR LOADS -------r TERMINATE CIRCUIT CONDUCTORS. I I ,i_, ,_I_, ,_I_, I- ,_I_, ,_E, I K �i F � � � i l� 1 L� r - L+ ' I- - - , � C r 1941 .LKS ARCHITECTS PC CO) REMOVE EXISTING CONDUIT UP OVER PARAPET AND ROOF PENETRATION DISCONNECT EXISTING EXHAUST FAN, TERMINATE CONDUCTORS. EXISTING EXISTING ;_ ' ;_ �, ;_ ' EXISTING ;_ ' ;_ �� NOISE EXITING L c ® I I I I I 1 1 I KEYED SWITCH PATCH ROOF TO ARCHITECTURAL REQUIREMENT, PANEL PANEL PANEL UPPRESS PANEL DISCONNECT EXISTING ELECTRIC WALL HEATER AND REMOVE CIRCUIT , l+ l/ l, < < , THESE o1:aYYINcs ARE THE I 'Al''A1' I I B1' I ,� ` ,`' 'y, �` I 'IG' I .�� �, �; �, I 'D' ( PPC AND TARE NOT TO BE ITtCT; REMOVE EXISTING TIME CLOCK AND CONTACTOR. �_.' �_. �.. -- 4^3/O CU REPRODUCED IN ANY MANNER, ® JUNCTION BOX ON WALL AT FLOOR AT DISPLAY CASE FOR SECURITY I I I I EXISTING EXISTING EXISTING EXISTING I 1 I EXISTING EXISTING IN IN 2"C, c l0 MAKE CASE LIGHT INTERCONNECTIONS AS REQUIRED ACCESS TO CASES RUN 2" CONDUIT TO ACCESSIBLE CEILING SPACE - - _� - _ _� AC-3 AC-6 AC-•9 AC-3 WRITTEN PER THE PRIOR j L - - � AC-4 AC-7 L - - J WRITTEN PERMISSION of ,pcS I FOR WIRINF FOR SECURITY, DATA, ETC EXISTING EXISTING 11 REMOVE EXISTING WIRING DEVICE/JUNCTION BOX AND PATCH WALL TO F_XISTING I 1 1 PANEL Sp10 CU ''--7.5 KVA, 208Y/120 VAC ARCHITECTS PC CONDITION PANEL - NEW I ELOCATE TO E ULTRA-ISOLATOR 4' JUNCTION BOX ON FLOOR IN VOID SPACE BELOW CASE FOR SECURITY, I 'A2' I I 'B2' I IN 1 C PANEL EXISTING NOISE SUPPRESSOR DATA, ETC. WIRING ACCESS TO CASE, RELOCATE IG' PANEL SERIES 10 KR D)O 12 MOUNT OUTLET ABOVE COUNTER. I I I I PANEL 4-1/0 CU D. -I r 31 STUB CONDUIT UP TO ACCESSIBLE CEILING SPACE. L - - J L - - J 'F (IG)' � IN 2"C. --- I �a ��d M 13 REMOVE EXISTING WIRING DEVICE AND INSTALL BLANK COVERPLATE J -_ ® 60 MINUTE TIMER SNATCH FOR EXHAUST 91-�� lU / � / 91 Job Nw Dw+a 44 REMOVE EXISTING WIRCMOLD 4000 PATCH WALL TO EXISTING CONDITION REUSE WlREMOLD AS NOTED, SEE NOTE 1. FIRST FLOOR PLAN - 15 REMOVE EXISTING WIRING DEVICE. MAINTAIN CONTINUITY TO EXISTING DEVICES TO REMAIN ' _ POWER/SIGNAL_ C16) SAWCUT AND PATCH FLOOR FOR NEW UNDERFLOOR CONDUIT 2. POWER DISTRIBUTION ONE-LINE DIAGRAM �_ ShM 7W shw Na 0 HARDWIRE CONNECTION FOR SEMI-FLUSH ELECTRIC WATER COOLER, 1/5 HP, 120/208V, 30, 4W 120 VOLTS COORDINATE CONNECTION WITH PLUMBING CONTRACTOR PROVIDE DISCONNECT SWITCH. * NEW FUSES rn ® ELECTRICAL CONNECTIO14 FOR MECHANICAL EQUIPMENT. COORDINATE CONNECTION NEW SWITCH v ° WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. E2 o, N 19 MOUNT RECEPTACLE IN INFILLED WINDOW SPACE, SEE 6/6. PROJECT NO.: 91-152 eE42 St Lak.stud Mwf.Iwi.. UMpn 2 271 o c INTERFACE EACIAIFERIhG IIYC v j Consulting EngrneNs 60'8 tl6de'J8d 0r.M11; OBHtSCtk EWITSCH � t r II�THLE THAN TNT IS LESS 1 1 1 III III 1 1 1 1 1 1 1 III I I'f ... I I r III I� I I I'I I III I I III t 11 III I L I I III III I� III I t 11 f1�o III III I I I I I I I I I III III I I I I k:, r a • • 1 LEGIBf.E THAN THIS NOTATION, I I 11 ` r�� 4 � i � � � {j I 111L' I � J APRIL z6 � 99� } i IT, IS DUE TO THE QUALITY OF`'� '-- No ae THE ORIGINAL, DOCUMENT. - - E r111111 L T111111711 ln, C L111t�111 ILII ILI1 Illllllil IIll�llll IIII�IIIIIIUI�III lllu IIII�IIII lll�llll IIIIIIIiI Illl�lill IIII�!!II III 1111111 IIIIII !!illlll�lllllll�l�llillllll�llllllll►�llll IIII�III �IIIL►I11 � I1I, I�IIIII�II►�Il�i IIII�IIII IIIIINII{ FIXTURE_ SCHEDULE--- -_ (' TYPE 'A' 2' x 4' FLUORESCENT TROFFER FOUR F40050 CHROMA SO ( F ) LAMPS PRISMATIC ACRYLIC DIFFUSER IN STEEL HINGE All r LATCH FRAME SINGLE FOUR LAMP ELECTRONIC BALLAST 1 LITHONIA 2GT440A ! METALUX 2G-440A I I 1CF.?1 rE 4) TYPE "Al " SAME AS TYPE "A" EXCEPT TWO LAMPS ON ONE ELECTRONIC ! 101691/91125 �• BALLAST AND TWO LAMPS ON SEPARATE ELECTRONIC BALLAST �_ I WITH BATTERY BACK-UP (NI-CAD) METALUX 26-440/SURF-CITES FBP-2-402 LITHONIA 2GT-44OA/PS700 I TYPE "B" 2 ' x 4' FLUORESCENT TROFFER THREE F40050 CHROMA 50 LAMPS. PRISMATIC ACRYLIC DIFFUSER IN STEEL HINGE AND LATCH FRAME SINGLE THREE LAMP ELECTRONIC BALLAST. i 4 LITHONIA 2CT340A 3 ` TYP METALUX 2G-34UA N ON E1 TYPE '81 " SAME AS TYPE "B' EXCEPT ONE LAMP ON ONE ELECTRONIC z BALLAST AND TWO LAMPS ON SEPARATE ELECTRONIC 3ALLAST I WITH BATTERY BACK-UP (NI-CADaf ) -- —� I METALUX 2G-340A/SURELITES FBP-2-40[ U O - !1 LITHONIA 2GT 34UA/PS70O ! ^ I F-13. i.i.. �p 'T' I TYPE 'C' RECESSED FLUORESCENT WALL WASH LUMINAIRE ONE COMPACT � 22 WATT DOUBLE TWIN TUBE 4100 K FLUORESCENT LAMP MATTE V7 BLACK MULTI -STEPPED BAFFLE AND WHITE TRIM. 7 /2" 0' J D. J DI AME LER OVERALL APERTURE r V ry ,O, - HALO H-600CF/!625P ^ � '^�, J 9 - I _ I I ,__� r I TYPE "D E.(iSTING 2 ' x 4 ' TROFFER REFITTED WITH NEW PRISMATIC • �� r ACRYLIC DIFFUSER AND TWO F40050 CHROMA 50 LAMPS (UNLESS &_41 ---- - , ' ' ;; \`� 1 { 1.11 ; NOTED OTHERWI V) a ' ' �• ' { -• •--_-_' ' ;a 1 ;--==-+ --M, TYPE "E'* RECESSED INCANDESCENT DOWNL IGHT 7 " DIAMETER APPERTURE O • --- 1 «--� �- �„�-• •-_-- - —+- 90 WATT COOL-LUX PAR CAPSYLITE LAMP. VENTILATED HOUSING � I 5 ;-_-_-.� ^' •'-' '--' li` . FOR COOL BEAM OPERATION. CLEAR Al REFLECTOR. It r •-----• `---- •---- O •--- -----• I -----T O -----ir MARCO D306159 N 3 5 !,', `,:+..• � � ' ' Il �__ , r - � ru FNnFE:..xvAL x I I TYPE "F” RECESSED FLUORESCENT DOWNLIGHT TWO 13 WATT COMPACT --- _ _� �_ I � 4100K FLUORESCENT LAMPS HPF BALLAST . _ 1 . SOUTHWEST Accrc LAI GHTOLBI ER 8055CL/713H V1 r er TAX sERwce ! RELOCATE LIGHT FIXTURES 1 �. AS INDICATED, TYP OF j� TYPE "G" : WALL MOUNT L I GHT FIXTURE ONE 200 WATT 0200 T 3/CL �p WEST STAIR f ` -� `- I l ' vNA I' I II HA,t srAIF QUARTZ HALOGEN LAMP OPAL GLASS DIFFUSER BLACK TRIM r' ARTEMGDEY/LVOARRTEMODELAISARAME TYPE "H" RECESSED INCANDESCENT DIRECTIONAL PULL-DOWN LIGHT FIXTURE, ONE 150 WATT PAR 38 CAPSULYTE FLOOD LAMP. WHITE FINISH WITH MATTE BLACK INTERIOR I II I I i A --- I-- � ��--.�� _ � _ ,_ II I'I� � ,, _I GHTOL I ER 706 I HALO H7854T-68808A ' ' 1 Z CORK "J" : TYPE "J'• : 1 ' x 4' SURFACE METAL S I DED FLUORESCENT F I XTURE. TWO /�/ W -- F40050 CHROMA 50 LAMPS PRISMATIC ACRYLIC DIFFUSERall / — �- JI —�� - I WITH STEEL HINGE AND LATCH DIFFUSER FRAME . ELECTRONIC tl 11{ I J t BALLAST . C� •tl .i I— Lam. L-- - "� LITHONIA M240A r` I; 4 I EiEVATfri. ( II \ METALUX MC-240A , TYPE "K" : FLUORESCENT STRIPLIGHT . ONE F34T12/ES COOL WHITE LAMP, ELECTRONIC BALLAST v. SrEwAat INC. S L4 " ! ` LITHONIA S 1 40 1 •.___-_ ,,yly t I I All I STATE FARM i \�\`� METALUX SN-140HRS i a' I'lNANCIA� EDGE """ - — - !i `I ! i�' I 1 TYPE "L" : FLUORESCENT STR I PL I GHT. ONE F41 CHROMA 50 LAMP. /'� 0 W OMEN L" i ` \ iii 1Z { 1 VACANT 1 \� ELECTRONICr , unktNs co LITHONIA S 1 BALLAST, . V METALUX SN-140HRS ! W —rLel- i'i I {IIL \'"•--- ! _-"�~ c -«- iiii1--�\ TYPE "M" : 2' x 2' FLUORESCENT TROFFER. TWO F40050U CHROMA 50 / orcHr r S I S r r l S It (i 1 - I •, I „ ,, \ LAMPS PRISMATIC ACRYLIC DIFFUSER IN STEEL HINGE AND LATCH FRAME ELECTRONIC BALLAST. W LITHONIA 2SP2U40 W METALUX 2G-2U3A ' ' ' '�.___`'' " • -�J.'�1 TYPE "N" : FLUORESCENT STRIPLIGHT , ONE F30050 CHROMA 50 LAMP. G �-- u--a=— ---� - - -�� r-- �•+— r =-_- =--Wim- �_ - - LIT J i 1 • � ELECTRONIC BALLAST z I - - �D� / ..._ HON I P, 130 � { ,D,I / ` `.� METALUX SN-140HRS Ll TYPE 'P' LINEAR INCANDESCENT AN CLEAR G 0 5 CL -`�___ --t�_°.__--- �., _ - �•• .�--•--(� E C ESCEN LIGHT AR ONE ?c WATT AR 4 I T ,,_ - -_._.. I---•--- ---- 1- ��`, LAMP PER 6' .DWHITETFINISH.BCONTIN000. ACROSSTOPOF AND j \ 5.1} SIDES OF MIRROR IN WOMENS RESTROOM, SEE ARCHITECTURAL DRAWINGS. PROGRESS P3333-30, P3298-30, P3335-30, 3299-30 AND P3300-30 AS kt(_U!RED I W '- LIGHTOLIER 40322, 40327. 40901 , 40902 , 40903 AND 40881 W AS REQUIRED 1. SECOND FLOOR LIGHTING. ��� � TYPE "0" : EXIT SIGN WITH BATTERY BACK-UP. UNIVERSAL MOUNT. W DIRECTIONAL ARROWS AS INDICATED. INTEGRAL CHARGER AND `"'-� \ BATTERY FOR 90 MINUTE OPERATION DURING NORMAL POWER T� r 3 LOSS W o SURELITHOLNTESIA EPCXLSERIESES `+ • '^ m i i SYMBOL SCHEDULE NOTES THIS SHEET _^ GENERAL NOTES TYPE "S M x 4' RECESSED FLANGED TC DIFFFFEi FOR GYPBOATE CEILING _ MOUNTING. PRISMATIC ACRYLIC DIFFUSER WITH STEEL HINGE R AND LATCH DIFFUSER FRAME. FOUR F40050 CHROMA ;0 LAMPS. �` ✓' n11 10 PORCELAIN KEYLESS LAMPHOLDER WITH ONE 100 WATI A-19 LAMP i. TYPE 'D' AND 'M' LIGHT FIXTURES ON 2nd FLOOR ARE TO LITHONIA 2GT44OA-2PFA WALL MOUNTED LIGHT FIXTURE SURFACE MOUNT BRANCH CIRCUIT BOARD MATCH LAMPS IN EACH TENANT SPACE RESPECTIVELY. METALUX 2GF-440A 02 MOUNT LIGHT SWITCH AT TOP OF STAIRWAY, AT ACCESS TO MECHANICAL ® RECESSED L.i GHT FIXTURE �r FLUSH MOUNT BRANCH CIRCUIT BOARD ROOM 2. FIELD VERIFY EXISTING CEILING GRIDS AND LIGHT FIXTURE TYPE "T" METAL ANGLED REFLECTOR WALL MOUNTED LIGHT F I XTURE ONE I ® RECESSED WALL WASH FIXTURE m EQUIPMENT AS NOTED 3 CONNECT TO LOCAL RECEPTACLE CIRCUIT IN ROOM, LOCATIONS, NEW GRIDS TO MATCH EXISTING AND 200 WATT A21 LAMP CONDUIT STEM MOUNT, SEE ELECTRICAL O LIGHT PATTERN TO FOLLOW EXISTING LIGHT PATTERN. DETAILS WET USE LABEL . WHITE FINISH RECESSED FLUORESCENT 2' X 4' LIGHT FIXTURE MAIN DISTRIBUTION/SUB-DISTRIBUTION PANEL O CONNECT TO LOCAL SWITCHED CIRCUIT OF LIGHTS IN THIS ROOM, ABOLITE AD200 WITH WM-GN22-SP GOOSENECK STEM D TELEPHONE OUTLET WITH 3/41n C. STUBBED INTO ACCESSIBLE CEILING SPACE DELTA RAW SERIES RECESSES FLUORESCENT 2' X 2' LIGHT FIXTURE � 5 LIGHT FIXTURE=� SHOWN DASHED ARE EXISTING TO REMAIN. OTHER ! ZR TELEPHONE FLUSH FLOOR OUTLET AREAS WHERE NO LIGHT FIXTURES ARE SHOWN, THOSE LIGHT FIXTURES SURFACE MOUNTED LIGHT FIXTURE ALSO TO REMAIN TYPE '"V" SURFACE MOUNT INCANDESCENT DECORATIVE MARQUEE LIGHT 1 FIXTURE. ONE 100 WATT G40 LAMP, DAMP LABEL. Fill TO CTS SURFACE MOUNTED FLUORESCENT I X 4' LIGHT FIXTURE DATA OUTLET WITH 3/4 i n C. STUBBED INTO ACCESSIBLE CEILING SPACE © SHIFT EXISTING LIGHT FIXTURE TO FIT BETWEEN TOILET STALL PARTITICVS. UNLESS OTHERWISE NOTED TI CH MULLIONS LBI N - LQ , SURFACE MOUNTED FLUORESCENT 2' X 4' LIGHT FIXTURE QQ REMOVE EXISTING LIGHT FIXTURE THIS AREA. TIVOLI LBI00 PGI2 DL-MED --� TELEPHONE TERMINAL (� 19)ti AS ARCHITECTS PC C FLUORESCENT STRIPLIGriT e0 REMOVE EXISTING LIGHT SWITCH AND RELOCATE TO ADJACENT TO NEW TYPE "Y FLUORESCENT STRIPLIGHT . TWO F40T12 GRO-LUX LAMPS. NEW CONDUIT ROUTED OVERHEAD ABOVE CEILING OR CONCEALED IN WALL DOOR. INSTALL BLANK COVERPI_ATE OVER EXISTING OUTLET BOX. ELECTRONIC BALLAST. THESE DRAWINGS ARE THE - INDICATES FIXTURE ON .7MERGENCY CIRCUIT - PROPERTY Uf AS ARCBE HITECTS EX I ST. CONDU I T , ROUTED OVERHEAD .ABOVE CE I L I NG OR CONCEALED I N WALL L I THOU!A S-24 PC AND ARE NOT TO MANNER, L� EMERGENCY LIGHTING FIX'URE WITH BATTERY PACK O9 PORCELAIN KEYLESS LAMPHOLDER AT CEILING OF CATWALK WITH METALUX SS-240 EXCEPT WITH T PRIOR ONE 60 WATT A19 LAMP (SEE IA/4 FOR CATWALK PLAN) . EXCEPT WITH THE PRIOR - - - - - NEW CONDUIT , ROUTED BELOW FLOOk. WRITTEN CHITE PERMISSION of Jns ® EXIT LIGHT , CEILING MOUNTED TYPE "X" DIRECTIONAL MONOPOINT INCANDESCENT LIGHT FIXTURE. ONE ARCHITECTS PC ^� CL CASE LIGHT CONNECTION CONDUIT STUBBED OUT Io LIGHT SWITCH ADJACENT TO CATWALK EN7RANCE DOOR. 100/85ES WATT PAR 38 LAMP. -- CONDUIT ELLED UP It ROUTE ONE CIRCUIT LEG FOR TYPE 'T ' LIGHT FIXTURES THROUGH HALO L1700;L973 _ KR _ D)O $ SINGLE POLE SWITCH EXTERIOR LIGHTING CONTROL SYSTEM, TYPE "AA" SITE LIGHT LIMINAIRE ONE 250 WATT METAL HALIDE LAMP. Ori~ Chedudi ----� CONDUIT ELLED DOWN THREE-WAY SWITCH POST-TOP MOUNT , TYPE V LIGHT DISTRIBUTION. PROVIDE _ 91.57 10 / 7 / 91 3 FLEXIBLE CONDUIT 2 CORRECT NON-OPERATING EXISTING EXHAUST FAN. FITTER ON TOP OF EXISTING POLE TO ADAPT NEW LUMINAIRE job Na pate $T MANUAL MOTOR STARTER WITH THERMAL OVERLOAD 0 TRANSFORMER 13 EXISTING LIGHT FIXTURES TO REMAIN. TO EXISTING POLE. MODIFY CONDUIT/WIRING ACCESS AT TOP QII DUPLEX RECEPTACLE OF POLE FROM SIDE TO TOP FOR NEW TOP MOUNTED LUMINAIRE 2nd FLOOR PLAN - DASHED ITEMS INDICATE DEVICE IS EXISTING SQUARE HOUSING, BLACK FINISH CLEAR ACRYLIC LENS. (.} FLUSH FLOOR DUPLEX RECEPTACLE - HITEK KKS 250M R5S DBL (SPL SLIPFITTER) LIGHTING �LG DUPLEX RECEPTACLE , ISOLATi_D GROUND OS OCCUPANCY SENSOR McGRAW EDISON GLB/C25119AS (SPL SLIPFITTER) �l T- - Qbrr1 $2 TWO POLE SWITCH DUPLEX RECEPTACLE , GROUND FAULT IN�TERRUPTOR �w ct � PLUGMOLD (y MOTOR CONNECTION (]� NON-FUSED DISCONNECT SWITCH PROJECT N0. 91-152 E3 FUSED DISCONNECT SWITCH B.r+d•1 SL t.yc.Roul Ma-��a, U.p�+i 97 I 0i JUNCTION BOX F � INTERfA 1 I AC -- �— _-- — -- --- — `— - eg — Consuilinq Eft9-*N tors 503 %8�6�64 C'EMkS OBRTSCtKEWttsq+ �.i' rDfJ 77 OF 11 r r I THSe DOrAfMENT IS :ESS III III III 111 111 III III i III rl T(i i` 1 1T T' I P I I I II �I III III I I III III III !I I III III 111 I III III I l f�1 I I 1 1 1 1 1 1111111 III III I 1 I I LEGIBLE THAN THIS NOTATION, I 11 I � •� - I ( I I I I I S I I I _I_! 10 I 11 I I �� APRIL 26 1993 { ,..�_ -_��L_______...—��__._._J ._—_—_�_. _� No Je .,sJvi: e. IT IS DUE TO THE (QUALITY OF � •ff" TIIE ORIGINAL. DOCUMENT. *_� i £ �ff��rrL 91 6T E��l Li L llll Ili�iil l{lllllll IUIIII!I IIIIIIIII IIII IIIIIIIII�IIIIIIIliIIIIIIUllilllllllllll�ill�lill Illlllllllilll�lllllllll�llllllllllllll IIII�I LIII1�1IIII'!Il�lilllllll�llll ' I1LLI1 lllli IIIIIIIIIIIIII IIIIIIIIIIII!I !I!!fl!UIIIIIIuI! !1!!11111 UII�IIIII�III�II!I !11111111 IIIIINII i NOTES THIS SHEET ELECTRICAL CONNECTION FOR MECHANICAL F')!nFMEN: COORF,NATE / CONNECTION WITH MECHANICAL CONTRACTOR PRIOR TC ,<OUG� 14. 1 a 1 Q STUB 3/4" CONDUIT INTO CEILING SPACE OF rIRST FLOOR I i Q REMOVE EXISTING DEVICES/OUTLETS RECONNECT EXISTING CIRCUIT I } F,� i �F �} TO MAINTAIN POWER TO OTHER DEVICES TO REMAIN. 11691/9052 (L 1 -� ) C� C_. ��..; . j �O ''-�I G NOT USED i 1 I i I 0 EXISTING WIRING DEVICE TO REMAIN Q EXTEND TELEPHONE WIRING TO NEW TELEPHC;vE OUTLET INSTALL EXISTING TELEPHONE JACK IN NEW TELEPHONE OUTLET BOX. --i - --------T I n SPLICE EXISTING CIRCUIT TO FEED NEW RECEPTACLE I /4 HP, 12UV \„ I G 15. WP 4. \\\ I C CD \\\ ' ------------'-`---- --�-------�--- Panei Schedule lu PANEL AI 3 phase 4 Wtre Voltage LL: 208 Voltage !S: 110 M 1 i 6 ~ BC Dai,.es: iIFEAA:PE Dev`;e Fae:;v: BOLTON Moun;ino: SURFACE Enclosure: NEMA ! V e~•a - 3 Z111 1C�ements; MAIN LU6SBus Rating: 400 Available Faylt Duty- A 3 Phase!B 4.6.15. ` � ICkt Description; +Lad Criteria+ Total Remarks Device P Device Rewks Total #load Criteria+ Description/ CktINP Loc::ion Troe E3 0:r Des VA Amos P H Amos P '7A Tvoe Ea Gtv Des Location No • n. ,n, ,nrr ' rr r rI1NCHIOFFICE ;I6HTS LTS. 1296 EX. BRKR. 11) 1 A 20 IIEX. BRIT. 710 REC. 190 4 3RECEPT. SHRM13 2^ 3TRA14/?EARLS/SACKS, LTS. :, 1: < fI, 3RKR. :U i B 20 t EX. BR#.R. I 360 REC. i90 2 3 RECEPT. ELE'T. ROOM4 ( j �,'v `.4 3 i� cF 3 :11 i {' �' I 51!AN.,CLEAN!9ACKST. LTS, 1 21 639 EX. BRKR, 20 1 C 20 1 EX BaKR, 300 RET., 180 5 3 STORAGE PErSPTACLES 61 ~r • a;1 # ���� II i 11PESTROOM !NHTS ILTS. ! 9 1616 EX. BRY,P.. 10 1 AI 10 1IE.1. BRYR. I 1440 MIR. SIF-2 FURNACE BI I iIIPACE i ( B 20 1,EX. BRKR. 1440 MIR. 9 F-! FURNACE 10 4J \`. ► f ( Q A I.. F-1 iii 11 I!11SPACE I I I I 110; 10 1 E1, BRKR. I i 1 (SPOT 12` t4.0 �� - `• i, 3/4 HP. w, ,i VAsAN� I D v F ii % 1131SPACE , 1 , I ( I 1 1A1 201111X. BRKR. I 1440 REC.' 1801 81 3'RE':E,1, ENT 141 �\ 1151RECEPT. SEiY ICE APE IREC. loot 51 31 9001EX. 3RKR. 1 2011181 101!1EX. 9RKR. 16001 REC, 3 SHOP PLUGMOLO 1161 ( ^ G 171RECEPT, SER-Ill: ARE REC. 180 51 3 1V, EX. BRKP. 10 1 20 11 EY. BRKR, j 1600 REC.` 3 SHOP PLUEMOLD IIFUZITSU 191SHOP RECEPTACLES REC. I 1 3 1600 E1. 9RKR. 10 IIA 20 . E1. 9RKR. 1600 REC 3 SHOP PL'J6MOLD 401 b :I;RECEF?. SHPMO! REC. 1801 51 3 911 EX, 1111, i 10 1118 10 11E1. BRKR, 900 RE;. 180 5 3 RE':E,;T. TRAINING :3 RECEPT. SHRMl1 REC. 180 71 3 !'60 EX. 9RKR. 20 1 C 20 1 Et. BRKR. 1 9001 REC. 180 5 3 RECEPT. MANAGER 124 I � 1 � - 1 1 ..,_:t,WESr Aur,; „ 25 RECEPT. SHPMtI PEC. 180 4 3 120 EX. BRKR. 20 1 A 20 ! E1, BRKR. I 100 MTR.( 9 SUMP PUMP IALTEPNAi 26,1 a TAX SEWACIL 1 © \ 11 RE.EPT. SHRNII REL. 190 2 31 360 Ea. BRKR. 20 1 B 20 IIE1. BRK.A. I SPARE 29� N I I I I I I I I 2oll C 20 1 EX. BRKR. SPARE 30,1 O 1.9�S7APE I I EX. BRKR. 1 1 CII K MITrHFII II �311SPACE I , I I AI 2011�EX. BRKR, 1080IREC. 180 6 3 RECEPT. PESTROOMS �3:11 , i C.r.a EAST STAIR `\ a31=PACE 1 I ( 81 20 1 E1. BRKR. ,40 AIR. 9 DRINKING FOUNTAIN 341 \ 51SPACE I C 20 1 EX, BRKR. IBD I 3 MECH. ROOM RECEPT E 361 f _ 1I 1, j 1 I 11 j 1 137 SPACE A 20 1 EX. BRKR. 800 1 EXTER, BRACY.T LIS E 38i 139IRECEPT, SEATING REC, 180 6 3 1080 EX. BRKR. 21) 1 81 20 1 EX. BRKR, 300 2 EXTER, 9RACKT LIS E 40i 141{PLU6MOL0 :HECK•1ClEA REC. 90 11I 3 1080 EX. BRKR. ?0 l C 20 l EX BRKR. 1400 1 LOBBY L1fiHT5 E 41 I , , I - - --1 f I i 'I I 'I I ''��\ � IENDUSE LOADS: PHASE A VA 1301:. PHASE 9 VA 9604. PHASE C VA 9853. (TOTAL LOADS: CONNECTED KVA 50.3 DEMAND KVA 50.3 DESIGN KVA 60.9 1 1 II iI t� �I r ---� i - . �i ► r� \� � I _ CONNECTED FLA - 13. 1 DEMAND FLA 139-7 dESIuN FLA !69.- E7!51IM6 PANELBOARD. t .�� O CORRDOk I w Panel schedule it PANEL A. - - ---- --- 3 Phase 4 Wire Voltage L: Voltage L6: 120 o[ ' _ _ --_- - --- - 'OA 1 i i II �J i jI 1 i �'\\ IOC Devices: BREAKERS Device Famil'i: SOL T-ON Monntinq: SURFACE Enclosure: NEMA 1 �- I f I J I 7CLE � L. ocs!ns: MAIN LJGS Bus Rating: 400 Available Fault Duty: A 3 PnaselI j II i IC,,, Descrtotior,r *Load Cr::erta# iotai Remarks Device P Device Remarks iota! +Load C n teria# Description/ Ckt I _ / FICASE LxAtion Type Ea 9t•r Dem VA Amos P H Amps P VA Type Ea Gty Dem Location NowoA+rN = AIEN ; \'� LTS. SHRMt2 ACL, 264 37 97 792 E.X. DRKR. 20 I ATO3X,-BRKR. SPARE 21 V � I/ 1 C. 5TEWAF,T INC. I 1 11 i 1 ( \ 131PECEPT. SHRM12 IREC.1 !001 61 31 10801E:i. BRKR. 21) l 91X. BRKR. II - -- 4 I I� �� ( r d iI STATE FARM 51RECEPT. SHRM11 (REC. 1801 5 31 l080•EX. BRKR, 11) I CI --1 EX. BRKR. , 1 1 61 1 INs�kANc� I I I I I I III I I I I III---" 1 7 D15PLAY CAGE ACLT 19 800IE1. BRKR. 20 IIA( 10 ' El. BRKP.. 100 1 ELEVATOR PIT LIS E 9 ,I l i II I ! I I I I ' I I III I i i I I I rM ANCiAL ELbr r-^+ - I' 11 1 91PECEPT. SHRM12 1REC.1 1401 4 3 7.0 EX, BRKR. 1 20 1 B 201. EX. BRKR• 1 4001 1 - ELECT. RM. LIS. E 101 old r' ! �t J. HAwr,Irc. Cu. vacnNl 1111SPARE 1 1 1 I IEI. ORKR, 1 20111C1 29111EX. BRKR. 1 15001 1 6 PARKING LOT LIS. E1121 L'ISPARE 1 I I I 11X, BRKR. I :0111A1 101111X. BP.KR. I 10001NLS I 12 NEW SIGN 141 I O CIL -- I15 SPARE I I EX, BRK•P•, '0 1 B 20 1 EL 9RKR• FPARE 16 17 SPARE I I I ` ` I I ` �/ I l } it III EX. 9RKR. :') 1 C .0 i E1, SRKR. I SPARE 191 I 1ill1 PARE EX. 9RKR. 30 1 a 1V 1 EX. BRKR. 400 3 MECO. RM. RECEP?. E 20) J t p 9 2l------ 1 EX. BRKR. I - 9 10 1 E1. BRKR. SPARE 1 /� I ty -- LOAet ;; 1131G!ARE I ! I EX. BRKR. 20 I C1 101111X, BRKR. 100 I 1 PHOTO CELL 241 Q 151SPARE I i FX, 9RKR. 20 IIA 20 IIEt. DRKR. SP4PE 261 1 I 111SPWE I 'EX. BRKR. 201:'13 .20 1 EI. BRKP, SPARE 181 , l i , 1., I 1 I L,1,J 91----- 1 N 1 EX. BRKR. - i 20 I EX. 9RKR. SPARE 301 'I i �' 3l1SPARE EX. BRKR. 20 1 Al 20 1 EX. BRKR. SPARE 321 1 3` 3 3 s 7 1331SPARE I EX, 3RKR. 30 31860 3 EX, BRKR. 3700 I ELEVATOR E 34 W �/ �" �Aj1 /v 11 jI II� I,I I EX. BRKR, I - -_I EX. BRKR, 3701) 1 -------- 361 ��u •, �'�# 34SISARE I I 1 IEX. BRKP. 20 2 31 20 tIEX. 9RKR. I SPARE 40� • 1`; h / ----- ---�_ I ��_ BRKR. -- C '0�1IE1`BRKP.. 1 SPARE 42 --- - - -1 _ EMUSE LOADS: PHASE A VA 689:. PHASE B VA 5900. PHASE C VA 6380. i „ W I' I ✓ 19TAL LOADS: .O1INELTED KVA 19,J DEMAND KVA 19.0 DESIGN KVA ..8 i or br ad -n - - --a4+-- in nn /`� <� - - - �. - • - ..-- f - _ _ CONNECT(➢ FLA 5:.9 DEMAND FLA 52,3 DESIGN FLA 63.4 1 t- f - "` �_ " _ - - - ----------- -- 7_ i Y \ E�IISTI.l PANELBOAP,D. ` +� Pagel Schedule 15 YANE1 D 3 Phase 4 WIT Vo!taae LL: 1OB Voltage L6: I:0 I _ uv 1. SECOND FLOOR PLAN - POWER/SIGNAL -_ z IC: Devices: 9REAYEkS Device 'au!v: JOLT ON Maunt;ng: SURFACE Enclosure: NrMA 1 -� • 1/8 1'-0" 1!,1ements: MAIN LUGS Bus Rat;nq: 200 Available suit Duty: A 3 Phase' (Cit lescr:-t::n' #Load Cr;:ar:a# 7ot_l Re:aarks .,evice P Device Remarks Total #Load Criteria# Desc iota w Ckt N0 Location 'vpe Ea Qty Dem VA Amos P H Amos P VA Type Ea Gty Dem Location NoLW I` 1tENiP.Y CORRIDOR L?S,ILTS.� 2 1_080 - +-0FIAl TO , 1 i0( LiS.I TIISHOWROOM 13 LIGHTS 2 1 1 c7 I JIENTRY CCRP!DOF' LTS.ILIS,I °� lt59 20 3.5 .,5.' .2'SH^WROCM 13 LI6HTT�4, � I iiI I I 1 I I 'Ic I G+ I .,15ERVICE Lh:HTS IACL'f1 1 i el 5251 I .011101 20111 6001115,1 I I .I.HOWP.UOM 13 LIGHTS 1 61 I � �/ ) 1 ' SERVICE LIGHTS ALTS. 1 21 15341 20 1141 20 1 E75 LIS. 1 SHOWROOM 13 119",5 81� i 1 9ISHOWP90M !! NIGHTS IACLTI I 131 450It1. BRKP, 20 1131 10I1� S751ACLT� 9I5HOWROOM 13 LIGHTS �t01 J IIIISHOWPOOM tt LiGHTS 1LTS.1 I 1 21 11981EX, BPKP.. 1 10 1 CI 20 11 750 ACLT( , 8 SHOWROOM t3 L19HTS !21 _ Rahianm 11319HOWROOM 41 LIGHTS 1ACLT1 I 1 91 SOOIEX. BRKR. I 20 l AI 2011 1344L7S. 2IWEST CORRIDOR LIGHT 14 1151SHOWPOOM 41 :I6HTS IACLT I 91 'S0 1:f, 9RKP, 1 21) !�B' :0 ^7 !'. , :IWES' '::'BPI:OP LIGHT 151 r N1/1GHOW£DOM It LIAHTS IACLTI I BI 750 EX. BRKR, 20,1 C 21) 1 EX. BRKR, I 1440 LIS.i :I EAS) 'ORRIDOR LIGHT 181 r 11?15HOkipm t: LIGHTS LTS.i 2 106.2 EX. 9RKP.. 29 1IA' 20 1 ` 759 LIS. 2 EAST CORRIDOR L18HT 101 12IISHNFOM 4' LI,3HTS IACLTI 191 500 EY. BRKR, 20�' 9: 29 l I 65a .iS.l 2,SEAT,N5 L.'GHTS 1­ 1231SPOWPOOnt 2' L IGHTS IACLTI 81 675 EX. BRYR. )II1IC 10 000 ;CLT 91DiSnAv :ASE ` 4 1151FHnWPCD! 1: LIGHTS IACLTI 1 750111, BRKR• 10IIIA) 20 1� !USS ACLT 264 41 813HR1tJ CASE LIGHTS 1261 2'IDIi LAY CASE IACLTI f <! 800 10 1 31 10 111 l?20IACLT ^.64 SI 8 SHRM13 ":ASE LIGHTS 1291 IIS. 291SHRMti CASE LIGHTS IACLTI 2641 2 91 518 10 IIC1 20 1 1320 ACLT 264 51 319HRM03 CASE LIGHTS 301 i 311SHP.M41 CASE LIr,IS JACLTJ 2641 5 91 1319 I 20I11A 20 11 1220 ACLT 254 5 81SHRM11 CASE LIGHTS 321 1 1 331SHRM1l CASE LiGHT' ACLT 164 S 9 1320 20 1 9 20 1 1320 ACLT 264 8 SHRM41 CASE LIGHT: ,341 In51ViEWIN9 AREA LIGHTS ACLT 8, 600 EI, BRKP. 1 :U 110 21) I 192 ACLT 1641 3 8 SINRMII CASE LIGHTS 361 .( 271SPACE y 1 A 2011 900 ACLT+ II 8 DISPLAY CASE 391 1391SPACE I I I I j B '0 1 800 ACLT) 8 DIPL'LAY CASE 41) 14115FACE I 1 1 1 I I IL I 4 I I ' I SPACE 4;:1 1 1_---_-__--1-� '=._., •� Panel Schedule 14 i'ANEL F 3 Phase 4 Wire J0ltage LL. 109 Voltage L6: 12t F.NDUSE LOAOG: PHASE A VA 13361. PHASE B VA 114;7, PHASE C VA 10074 tggt acs ARCHITECTS F,. --' --' -�-` ----- --''- -- To LOADS: CONNECTE7 KVA 34,'? DEMAND KVA 34.9 DESIGN KVA 43.6 �J 101. Devtcesi SPEAKERS DevXca rami:v: Mounting: FLUSH - Enclosure: NEMA 1 ---� CONNECTED FLA 96.3 DEMAND FLA 96.9 DESIGN FLA 1'11.1 THESE DRAWINGS ARE .HE (Comments: Bus Rating: 200 Available Fault Duty: A 3 Phase! ----- ----------- ----___ ______-.___-_-- -_-_______.__�.__-_ __�_--__ PROPERTY OF JKS ARCHITECTS EXISTING PANEL30ARD. PC AND ARE NOT TO BE I----------------------------------•------------------ --------------------- REPRODUCED iN ANY MANNER. Nat Description/ #Load Criteria# Total Remarks Device P Device Remarks Total #load Criteria# Description/ Cktl EXCEPT WiTH THE PRIOR Ea Oar 3e# ^VA - Asas P H Amps P - --- VA Type Ea-9tv Dee Luca#ion - No� WRITTEN PERMISSION OF JKS - - - ARCHITECTS P( 11N,W, BLDG. SiGN SIGN' _1121 800 EX, BRKR. 20 1 A 21)J! EX. BRKR. 700 KITN - 7 PFFRIGEP.ATOR 21 Panel Schedule 16 PANEL IG --_---� ----- - 3 Pha;a 4 Wire -Voltage LL: 209 Voltaq- Lb: ib) J 31N.E. BLDG, SI6N SiGN 1121, 900 EX. BRKR, 20 l B 20 1 EX. ORKR, 1100 KIN T DISHWASHER 41 15 S.E. BLDG. SIGN SIGH 111 800 EX. BRKF, 20 1 C 20 1 EX. OPKR. 1000 KITN 7 VENDING MACHINE 61 100 Devices: SPEAKERS Dcviee Family: BOLT-011 Mountinq: FLUSH Enclosure: RENA I 17IS.E, BLDG. SIriN SI9 I!1 800 EX. 3RK°. 10 1 A 20 ILEX. FRKR. 1000 ';ITN 7 VENDING MACHINE 81 1Comsents: 60 AMP MAIN i,REAKER Bus Patine: !00 Available Fault Outy: A 3 Phase! KR D#O _ 3IENTRY LIGHTS IEBLT 1111 750 EX. 3RKR, 2011 9 2011 EX. ORKR. 500 KITN 1 1111"11 RECEPTACLES (1)1 -----------------___-_--__-- _--___-_._ _ ---_--- -M____f daiwn �by 11111X1. AWNING LIGHTS IEBLTI 1111 1050 EX. BRKR. 2011 C 2011 EX. ORKR. SPARE 1'2, Ckt Description) #Load Criteria# T,ital Remarks Device P Device Remarks Total #Load Criteria# Description/ Cktl Y� 1131FXT, SKYLIGHT LIGHT1EOL1 11. 800 EX. 9INY. 1 .29 11A 20II EI. BRKR, 1 I SPARE +14� No Locate en Type Fa Qty Dee VA Amps P H Amos P VA Type Ea Gtr Dem Location No 91.57 _ 10 / 7 / 91 151SPAREJ j ` EX. BRKR. 10I11B 2011IEX. BRKR. I I I SPARE 116 - -'--- - -- ---~ - -- - ---- --__-__ y� by -Uta 17 HF-I MIR. 9 480 20 3 r 20 11Et. BRKR, SPARE IIS! 1 CASHWRAP RIC, 18t1r2 3 360 A, 1 A 20 I SPARE 2 �1?I -- MTR.1 ?I 180 , 1A 2011 EX, 9PYR. I SPARE 121}� 3ICASHWRAP REC. 180 2 3 360 2J 1 B 20 ! SPARE 41 'I 2nd FLOUR PLAN I I 5 CASHWRAP REC. IAO 3 360 20 1 r� 10 l SPARE 6 1211---- MTP.. 9 480 IB 20 I EX. BPKP. ISPARE 19 I 1 7 CASHWP.AP PEC, 180 1 3 180 20 1 A 20 1 SPARE 9 231SPACE I C 20 1 EX. BRKR, SPARE I25' .4, l 9 SYSTEMS OFFICE REC. 180 I 3 180 20 I B 21) 1 SPARE 11) !� 25 SPACE I 1 A' SPACE 1 Il SP4CE C� SPACE 121 POWER/SIGNAL 27 SPACE B SPACE I --- -- el 19 SPACE j 1 ( l rl SPACE 30 -�-- ---- - -_�` 1 IENDUSE LOADS: PHASE A VA 540. PHASE 9 VA 541). PHASE C VA 360. I Shoot Na -� 31 SPACE (y I SPACE 3=i (TOTAL LOADS: CONNEC'ED KVA 1.4 DEiIAND KVA 1.4 DESIGN KVA 1.7 it 33 SPACE I I I B I SPACE 341 4 1 l r CONNECTED FLA ,) OPIAND FLA 4.0 DESIGN FLA 4.9 35 SPACE i C 1 SPACE 36, 27 SPACE I 1 A SFACE 38 I, Q, 129 CU-1 (MTR, 91 2700 40 2 B 50 2 3780 MIR. 4 CU-2 40 NEW DANELBOAPD. �i 141 ----��-I MTR 91 211N1 - C - 3790 MIR. - 9 `--_- - 42 PROJEC i NO 9!-152 1 LL c -_1__ a, E4 N 00 IENDUSE LOADS. PHASE A VA 4„80. PHASE B VA 10110. PHASE C VA 9810. os+z se _ .no�4 rewr4�. t,, q :• !sT TOTAL LOADS: CONNECTED KVA 23.5 DEMAND KVA 23.5 DESi6N KVA 29.1 U.) o i CONNECTED FLA 65,1 DEMAND FLA 55.1 DESi64 FLA 77,9 f iNTERE4CE EAGINFERING )AC U_ CI F _ - _- EXISTING PARELBOARD ( FORMERLY PANE! 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O.S. o �? ' OBACKSTOCK 2 1_l v SHOWROOM 1 I . -� N 40A STORAGE b *' I 0 tiH _ MM <• MANAGER'SBACKSTOCK 1 y' 1 /' / Ism` F "; U. o, "' OOFFICE F-- -11 ]/4 OPPD ` I / .n I 10 [ °� ,t. Cl� 1/4 M MECH e NN ri may/ tl JAN N � ` 11 0 IIj a 4 /f 4 �^ ( n )VAUL 1 G -y-SINK \f y� r. u b GG t A b « II �J tl -NEW WATER HEATER I I SEE,"iii',( ' N �� � "" o i I SHOWROOM 2 } 21A ► ,_. 1 -1 17A � O- I , � SEE' MECHANICAL � 6'_1 , 13'-5" 1► _ --t--- -=t:; -�- t¢_ c._ W. 6R ?) r oaa 9Et ow VAUtt D4 P;• y 4� y- �4��•• N/� iS 7'BELOW FIN. FLA. 2-�� •Q N ,�y I W --, SHOWCASES. TW 'r . `. 1 Lw WA:. 2 1 O 248 OR - .-75• ! O.S.0.1. i G SEATINGNo WINDOW 1111" - \ # S{ CIRCUL. t) - �d '�,� c _ ,,I I I E EXIST. 4 EXIST. / —� T sl" O 9 STAIR O C - - _ STAIR _ 6 " 3 _s—__---1 ' ° .�► I. MTL STUD NALII BEE DS ON ALL ouTS�Itc L NEW �w' IS 23'-0' • 9'-2 3 B' Y-T 9'-2 S/e TO F►008 1"SWC7 cpRNots AL W/ 3e STORAGE_ 38A f rt/2'MTC 1TUD5•tt'Pe XIS . L I DIP -- ' •, r 1 10'-4' n a NEw WALL T Alla NEW WALL W�TE COOLER n v i" . p �• L� a hL'�� l �r C qt W/EX1ST. _ -- - 'S, - .WXIS7 SEE n Oa as i-9 , a' 10" A S D -- �� - ~'-Iimmmi F f , ^ �..... _ _ �..._.......� ` PING 1 V61 _ F- J ±. AL�L f- I 22A v 1 • 2 IGH 1 II 254 t-"OUR M 32A' ti3-TA •■ C IQ o-RUN Q•,R UNDER w - q b b WzISTING � BEY/ ABOyEo t""OUR I EXIT ONLY 1 � v ♦r. ��r o f oArOTe /0 7 WALLS 110• ,'"L o e W h L' n VIII SEE¢HT /7 �WALL-.:« I 3 �' t ICie 42 . !e R O r� O ce 1-noun WALL niL - -�STORAGE - - t -- 'STUD & A ..,I__ .. . ALIGN NEW WAIL �.- ....{_._ ...�.. O.�0.'_ ..b Ni 7 E Fr A AT t0 0r� »... . ._.. ...:. rRF1!!�! W KIST. EA. - _ /� /E `J MECH - p �j -.... .. — —s, E ,,, lu,_.� 2'-e 5/e 4 PEAR S i ` -Alla NEW WALL ./ I C EXHAUST HOOU - ALIa N W WALL /f/ I E i ,n 1'-I 1 ITiI I _6. y w/I[XISTING _ _ YI3'm'ffliD } SEE NEC /r.. h W/EtGS NG / I { _ • - / O _'_.� , . i 9 7 3 I 1 S T'-ID 1 2" ' �9 T' �zz 1MN0 31-8I/6. b ' H T W I e- To WORrC ROOM elNl( ♦-s 1 B WOMENa 1 L,-?.45. ASEs n I b e I }t NIL Sl`We•te'o.e ' t 6 SHOP 'orP taw[floc ro 9 ►. ��'e' t h 42 a tD VER . ;pry t i7 7 1 --J`` IM)TT.a CLC fes ' TRAINING . I AT 11 13 0'-0 F tC , I I C I f F 5 7e•`6 , y L� /� 4 ^ /Alla NEW / W SEE MECH SIM. I / WALL W ID I ^ ~ i 7 SHOWROOM 3 ? 15 D`9 6 .//� - 2T SERVICE AREA // EXISTS 1'_31/♦• ND Pt / H. . ] L t 1 I / E EXIST' t "._� I �-- ] t 16•_ aacc .-M. HALL /h / DESK / STAIRI C�a 1 'I I [� It I 811 �/ ��]TJJ �. r .• 34X" .�+ o ^ _ `35Rtyyr ♦ 3/3- 26R 9• _ ♦'-9 1 ?• I �, Y" ' '�R�._A'k y I( 26R / 2• / /! 9• to / OH 0.1. SES Z � ,'� / `0• ' RUN CARPET UNDER `/ u `JAL_ ► ,\ 11 - Jb- - -S- WALLS \ I 1 ' � -.. "�--} 8• O EXISTING LOBBY II r - ' / E 1o•-T a' 1 / 5 • � � USE cuRvm Mn EocE- 28R /j ` �� / / i �-Ez[ST ELECT. M 1 I 91,01 ON ALL WTSIDE / PANELS— b CORNERS 1 • I & / / i 11 SEE ELECT. I! Y A II I In t I O iK I 1 w �/� Eo a FI.091 o � � _L_ �i i� �' �� � �...... i I � � STORAGE � �`, sTUR�tFiral -NEW "F�+ �o C 76 )LUNCH ✓ a COUNIIER .� " q. E a DO tGN E 1 ( ' O.S.O.A O �...- N y' W/WKC �` \ T ` \5:\ b-..._._ _ J� ` (1 E E `r�' Y i 3.8 1 ♦' 6 F '.9 0 ~ t0 5• rF IA 29 ADMIN. •�. ELECT. m o L. l n ..-.._. ....._...... -... ^....i O ENTRY o G • `;i( )y , COA zo 1 3 PLANTER J + L r •�_.. 1/8* O 7z alasfln x eoM9 13'-2 t B• �' ROOM (^l eA „ r\ 39A n �J;, '!.r- t , 11 \ I --�NDIN41__. / - LOCKERS MACHINES, 1 C - r.( I STUD Fx sy VESTIBULE ♦�1f UWE of NF« Q �/ • NEW LOUVER CHRu WALL— Ext `X2 EX2 /II EX2 1;,cj fX4 O A r- - �'�Ig tit �f' 1 SIDEWALK-, E AILING.BC:t ^ „ ' D\ 5 JLu ABOVE WINDOW t0 MATCHAWNINGS,: EXS Z EX2 FX� Ex? B DS /S s[E We ; EXISTING BOT AT IU-0" ,''` / EXIST ArYNINGS•-�' ; + .O r I1 �0' ,/'` J \ S: a u 1 AFF ±. SEE MECH i i {)0 DO 14 \� \ R\ A r.,k II fDGC a PLA15--11 NTING W AT - - - - h DO bd - -— Td LCADE I / IA tS1YA. I 11 9' S 1 4' 3'-O" WIDE o q, s .:..;;_;;;•:;,:" rAcnL[ WARNING 2 • 5 O EXISTING EXISTING PLANTER EXISTING EXISTING PLANTER t �'. `� S ` IC �G:; y'• TUTTED TE RC ) RAMP n T PIPE FROM i• ` S p. 24' t o �' W •D51 04 LIN[Of SECOND 1 RAMP RUN 3 tUNDER;SIDE WA S. ABOYE_ � a� EXISTING �[yy 4" Sf WALK SURFACE 7HRII CURB FACE _ I S[[S"T M 10. / WALK SEE SITE PLANS n -� j - cl 8'-4 7/8' 7'-2 3 1 PLANTER 90 0 I I �/ 1/2" I 3, y 1 - P HANDICAP SIGN Li�. AT NEW SLAB I13 AT ENTRY 10'-7 3/4' \� 4' BIDE STRIPING ` 11 HANDICAPPED EMBLEM V l 3 R 3S'-6' t �• PAINT NMITE ON BLUE/ W vi PAINTED ASPHALT rn ^r• PAVING I N1 Op 0 NORTH No. ,p �♦" MADE PARKING r L G O R PLAN a� STRIPE. WHITE, 1 [--- r �M RaMfo9le OIt C35',,'�;,, 7,�� i t _C� w' F \9 `•�E:S HALL 3 r� i,''•JI 34R , 0 FINAL. ISSUE TO / 16 / 91 0t REVISED 3/^D5/92JOR CHANGE FLOOR FLAN LEGEND WALL SYMBOLS GENERAL NOTES. PLAN SYMBOLS ,V 1, FOR DEFLECTION CONNECTION DETAILS, SEE 9 14 19 O EXISTIN WINDOWS W/NO CHANGES I I CZ_ 1 EXISTING WALLS TO REMAIN e ON ALL NEW WALLS iD STRUCT il)oI1nM1 My EXISTING TYPE I SHEAR WAIL EX1 TD EXS EXISINI WINDOWS W/NEW GLI - SEE SCHEDULE SHEET 5 i.�j e'�• EXISTING TYPE tI SHEAR WALL REPAIR ANY EXISTING WALLS THAT ARE DAMAGED DURING to I) ♦• O • CONSTRUCTION NEW SHEAR WALL - SEE STRUCT. 1' \`/ 3 NOT USED O 70 O NEW EXTERIOR WINDOWS - SEE SCHEDULE 2D 10 N SHEET 5 I -- l/// B ■ 6 ■ 4" CLASS BLOCK f + 4 SEE FINISH SCHEDULES SHEET 5 FOR WALL FINISHES —� AA TO Z2 NEW INTERIOR WINDOWS - SEE SCHEDULE d• I ( � 5 UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO SHEET 5 �J J PRE-,M,"F ICCHANNE TA.)SW S/8' GYP BD CENTERLINE OF INTERIOR STUD WALLS AND TO OUTSIDE ` 7, FACE OF SIDING AT EXTERIOR WALLS (C ItJ91 JKS ARCHITECTS PC � -, '< — I DOOR NUMBER. IF DENOTED WITH AN 'C' 3 6 ALL 6'EXTERIOR WALLS TO BE FILLED W/R-19 INSULATION O THESE OR�.w1NGS ARE THE REfRtDGERATOR [»��-gym 5/e' GYP. BD. EA. SDE ON ] 1/Z'ITL. STUDS INDICATES EXISTING I PROPERTY OF JKS ARCHITECT AT 18" OC. HEIGHT TO BOT. OF FLOOR STRUCT PC AND ARE NOT TO BE 7 ALL 3 1/2` EXTERIOR WALLS TO BE FILLIES W/R-11 INSULATION RFPRDOIICED ,N ANY MANNER, �, �•� 1 Fr'-r-r"T� 6" WO STUDS AT 16' Of W/ 5/8• GYP BD. ( t )RM NAME ROOM NAME JINUMBER, IF DENOTED -41 EXCEPT HATH THE PRIOR r \J — ,� � a INSIDE AND S/8' SIDING OVER BUILDING WALL NOTES _ AN 'E" INDICATES EXISTING I ' 5•_4• -- / `a, PAPER AND VAPOR BARRIER ON 1/2' PLYNO. - --------- -- • / `v HEIGHT TO FLOCR STRUCTURE O PROVIDE 5/8• WATER RESIST GYP, THIS SIDE IN LIEU OF WRITTEN FERMI:,^,ION l7F JK, t'-0 ,/a'- ARCHITECTS PC y !y.' J; STANDARD WALL MATERIAL r STUDS WATERQO.RESIST, GYP. EA. SIE, OF ON S' TL. O WATER RESISTANT TILE BACKER BOARD GENERAL ALIGNMENT OF TILE AS -„I1(M5ON DKF DKf/BRR PLAN, SEE FINISH SCHEDULE - SHEi F _ _--.- -- ----- -_—_-- - __ r AT i ' O eD EA. SDE ON e” FLMTLOOR STUDS 91.57- - 10 / 16 / 91�. AT T8' D.C. HEIGHT TO BOT of FLOOR STRUCT. T 5/e• WATER RESTS wT GYP, OVER EXISTING S/B GYP ND. EA. SIDE ON 3 1/2'*MTL STUDS AT 16' O.0 HEIGHT TO 3e t/4' A.F.F. U NO FINISH THIS SIDE 1 NEW H EXISTING AGGItICAIE SIDEWALK TO MA1C11 EYIifIN(� S PROVIDE SOUND INSULATION THIS WALL I INDICATES 1 HOUR CONSTRUCTION MHEN"' D To FIRST FLOOR PIAN SWIOELISYMB OF STANDARD OA PROVIDEMAT5/8 CYP 8D' EA � 2 LAYERS TYPE 'X' GYP. BD. AL MtL STUD WALL - SEE PLAN FOR THICKNESS AND i O RELOCATE EXISTING 9RIN TO NEW lOCA710N NORTH O PAMN AS IIEOb FROM WALL DEMO - MATCH ADJACENT WNL SONOM T11Mr I �n ENLARGED PARTIAL PLAN TEMPORARY WAIL: 3 1/2' MIL STUDS Al SI99lt� III [7_.:1 "� 16' OC. WITH 5/8' Gro REI. 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TILE AND CASE AT 8'- 2'-0' ARE INSTALLED 01, ❑ LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS (V 5 Lf% 3 1/2" MTI. STUDS AT 24* O.0 FOR ADDITIONAL INFORMATION, AL Gh FASB -60T a 10 5/6" GYP. BD EA SIDE SEE FINISH WAAA_ I A f 4--) SCHEDULE SHE 05 SEE14 1111101WIl FASCIA r 0) 66 or z C L Cc, FASCIA FRAMED AROUND EXIST I LZ SUPPLY AIR GRILLE, SEE MECHANICAL DRAWINGS na 13 17 In APPROPRIATE -1 m GLU-LAIO BEAM, SEE PLAN FOR E?s DETAIL AT EACH CONDITION t ALIGN FASO /WALL 4 OF FAdICIA RETURN AIR GRIt LE, SEE MECHANICAL DRAWINGS IC Alf B'-C` u `� Q M- M LOW WALLS THAT 00 NOT PENATRA THE CEILING, SEE FLA PLAN A _�Sp. INDICATES START POINT OF CEILING GR-'�' WI/WALL 3 p-a -OPEN TO va STRUCT. W-0 3•,_S IS C AITERS -4- CEILING FINISHES AND NOTES 14 1177� CEILING TYPES 10 1 17 C73 ! 1 93 CI 5/11" GYPSUM WALL LIOARD o 7. OMF FASCIA OW WALL F IISPA T T-7 1/2' 90T OF rA$0A C2 2 v 4 LAY IN CEILING, RE-USE EXISTING CEILING TILE ----_----_--A - - C3 LL ALIGN FASCIA C3 2 x 4 LAY IN CEILING. NEW CEIING TILE TO MATCH EXIST c WAOw IIIALL C4 5/5 GYP. SKEATIONG, L W AL 1:4 FASCIA CS SUSPENDED GYP BID (5/111' UNLESS OTHERWISE NOTED) 2'-9 1/2"WFII AT 7 112" j CIS 2 X 4 SUSPENDED CEILING SYSTEM WHITE GRID/NO TILE 0, GN A S('j 7 9' I1.4 4 S P GENERAL NOTES: mummma I FOR SUSP CL'G EDGE TRIM, SEE 12/10cs ED. b 7 2. FOR CL'G 3RAC1MG NOTES, SEE 15/10 Cie OF ,r-3'1 13, 13 -711 2 -1-- 1-�m f Am a3- .4 93 13 14 I- Typ. tAUGN C3 I J' tsu).. FASCIA b 0- ALIGN SEND :3 Jui I Z-1 LLJ 0 11 4' CURB KLOW EO' _MATCH I i 4*- ti C2 III - i F/—/EC4 0 L2 all 0,31 B.O.F. A F F STUD Of < 0 PLACE 7' DOONLIGHTS AS CLOW f'..0 TO TRUSSES ABOVE, THIS AREA ONLY C5 Lu CL I AT A ' 0 z aj bd ba ad 00 A& ................................ J ----------_------------­ L................................ ..........................­.- 1 5 1 0 C4 OF SECOND STORY ......JIid EXISTING AWNINGS TO REMAIN ABOVE SEE SHEET 4 SEE SITE PLAN FOR A^INGS uj TO BE REMOVED NEW TEMP LAM. GLASS CANOPY. SEE SHEET 4 z Z NORTH mle REFLECTED CEILING PLAN Lu < W E VERIFY ALL MECHANICAL SUPPLY AND RETURN DIFFUSER LOCATIONS WITH THEIR RESPECTIVE REVISION DRAWINGS. FINAL ISSUE 10 le 91 BREAK T—BAR GRID AS REQUIRED WHERE DIFFUSERS DON'T FALL BETWEEN TRUSSES, ADD CROSS GRIDS REVISED 4 1 92 WHERE GRIDS ARE BROKEN. EXISTING GLU-LAM BEAM EXISTING JOISTS TO REMAIN O J- 1991 JKS ARCHITECTS PC THESE DRAWNGS ARE W SUSP A C I SEE RLFLFCIrD CEILING PLAN THIS SHT PROPERTY OF JKS ARCHITECTS PC AND ARE NOT TO HE REPRODUCED IN ANY MANNER. EXCEPT "I H THE PRIOR WRITTEN PERMISSION OF JKS ARCHITECTS PC ',/E - UYP 81) ON CONI *l l (ALGN FINISH W/ WALL FINISH BEYOND) MUM DKF/BRRI Dmmn my ChKbW IV A 91.57 10 / 16 91 job Not Dft Ar� REF. CL'G PLAN — DETAIL r2 BEAM FURRING 3 DETAIL NOT USED t4 TAIL NOT USED 7 i�f bb 13 APRIL 26 1993 119tT1119 DOC MXNT IS LESS11111 IIf 1 1"Ii III Ir"1 /II III III I I III IIT III III III III III III III III IIf�'I III III III III Ail hII II'iIIII -• LEGIBLE. 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PROVIDE FIRE DAMPER I �/ O ORIGINALLY-DESIGNED DUCTWORK RE-ROUTED �iw•V� — 7 — �j T"'� SLIGHTLY TO ACCOMMODATE NEW DIFFUSER/ M 1 I I I 1 GRILLE LOCATION. SEE II FOR150 .�.J 'yplI I I I 1 I I I I I 1 1 I 1 CONTINUATION. a I I 1 I I I I I 1 1 , I 1 1 1 1 �r , i : i 1 1 I 1 I 1 i i i i i i i 1 I 1 , , 1 1 1 I 1 1 1 1 1 1 1 ' 1 ' O O NEW CEILING DIFFUSER NECK SIZE AND LOCATION. �l , I 1 I�A/� 1 I 1 I 1 I I I I 1 1 1 , _L _ 1� I 1 1 I I 1 1 1 I 1 • ` (,W 1 I , --II I -- 1 1 I i I 1 1 1 1 I I I I 1 1 1 1 1 I I I 1 1 1 1 1 I 2� I I 1 ; 1 1 I i I I I I I I ' - I 1 1 I I I 1 I I - I I I -_ � ..•A 5 W 1 1 1 I I I I 1 I I 1 I 1 1 1 1 I I 1 I 1 1 I 1 I I I I I I 1 I I 1 1 6" 19 1 I 025 I I 1 I I 1 1 1 1 1 1 I I I 1 I 1 1 , 1 I I I I I I 1 I I I ,--r-• L I I I 32 I 1 •—�— ---r- I 1 I I I , 1 I I 1 1 1 I I 1 1 I 151 I , I I I I I I I I I I 1 I I , I I I _ 1 I I I 1 1 1 I I I 1 000 I 1 1 1 1 I 1 1 1 1 » 1 1 1 I : 1060 : 1 1 I T I 1 I 1 1 I 1 I 1 11110 1 I 1 1 I I I I I 1 I I 1 I 1 I I 1 I I 8X4 SG_1 6"� y 100 I I I I I I I I 1 I 1 I 1 ; i I I� I 1 1 1 1 I I 1 1 �1 w w` , �' ® 1 11 , I I I 1 I I 1 , 2 1 I I 1 1 I s .a 1 - -- I I I =PROVIDE FIRE DIn♦ ' __�_-r RNMI7ER i L i 50 ® 1� � I I I 1 I A- I IN, DU ROUTE AND SIZES ® 15(� - GENERAL NOTES I 127 , '1 I 1 1 I I 1 I I I I I 1 1 I I 1 , I 1 1 I I I 1 I SH FOR CLARIFICATION, I ® I I®1 I 1 1 0 I I I I I 1 /Ipp I I 1 I 1 I I 1 1 � 5 1 I 1 I I I I 1 1 : L __II II O I 1 I II I O I 1 I I I 1 I I I I I I I I I A, THE INTENT OF THIS DRAWING IS I I 1 I I 1 I I I i- -� I I 1 329 i i- TO SHOW THE LOCATIONS OF THE �� 1 1 I I I I I I I 1 '',- � ' � � 1 ; ,I :400 1 I , 1 1 1 . , 1 1 I I , 1 I 1 I I 1 ' I ' I i IN COORDINATION WITH THE REVISED QM X CEILING DIFFUSERS AND GRILLES 16 • O V25 200p � 1 12J i ; , ' �i0 ' I 1 I L L E E SED ' _ CEILING GRID LAYOUT AND THE --- 1 - 700 \ EXISTING STRUCTURAL TRUSS JOISTS. - 1 I ; 1 I I 1 , 1 I �/1 ' \ I ® ExMAUS I 110 I B. SEC SHEETS M-2 AND MR-2 FOR Z 450 1 _L 1 I I 1 \ 1 1 I 1 I I 1 1 1 1 I 7 p 1 I \ I LAYOU AND SIZING ' 1 I 1 I 1 I 1 I I I I I I I 1 I 45 ' � _ I � I I I I , I 1 I 1 � I I I I � '�® � � � � � I I 1 I I 1 I 1 I I I � 1 I I 1 I I I 1 1 1 I 1 2�O 1 I ! 3ri i 2gi i i j i i i32 i i13 j, i i i i300 i i i �' C. CFM OVANTITY IS SHOWN ADJACENT �dVl I 1 I ^ ; I Q 1 1 I 1 I 1 1 1 1 I I I I I I I I I \ \ 18Q I I I 1 ' I 1 ( 1 I 1 I 1 I I I 1 1 1 I , \ \ TO REMAIN SAME AS ORIGINAL (, TO DIFFUSER/GRILLE NECK SIZE I 1 I •`I I I 1 1 I I 11 I 1 I I 1 1 1 1 I I I I 1 I I I I 1 I I I I I I I I 1 I I 1 1 Q ® I , 11 1 I 1 I I 1 0 1 1 , 1 I I I I I I I I 1 I 1 I I I 12 I I I I 1 I 1 I I I -i'' \ DESIGN, EXCEPT WHERE I 1 I I I I 1 1 1 I 1 ( I I I 1 .� W •l- 1 I , I 100 II I 1 I I 1 ♦ 1 I 1 1 I O I 1 1422 NOTED OTHERWISE. as0 IIDQ 1 1 I D. CEILING DIFFUSERS/ GRILLES SHALL C y 1 1 , I 1 I 13• 1 I 1 I 1 I I -- 11 I I I I I I 1 1 � I I 1 I I I I I , I I I I (�/� Soo 1[ !1» - �/ \ J d 7 BE INSTALLED AT LEFT SIDE, RIGHT 1 1 I I �i 1 1 , SIDE. OR DIRECT CENTER OF T-gAR �j 1 11 I I I I , I l I I I 1 1 I I I I , I I I 1 300 1. 1 204 —r GRID (WITH 12" WIDE PANEL AT EACH u�, 1 I 1 1 I I I I I 1 I 1 1 I 1 1 1 I 1 I 1 I 1 I I I I I I I I 1 L SIDE)AS SHOWN. 1 I I 1 1 I I 1 1 I I --w�. 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J UJ 1 LLJ Lu 0 �1 Z Q 0 W zU FIRST FLOOR REFLECTED CEII��,,I G� - L PLAN HVAC � V) W e Z Z W W W� IA RwINo�I� FINAL ISSUE 10 / 18 / 91 REVISION: MAJOR CHANGE #1 4/8/92 ©1991 JKS ARCHITECTS PC THESE DRAWINGS ARE THE PROPERTY OF JKS ARCHITECTS PC AND ARE NOT TO BE REPRODUCED IN ANY WANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF JKS ARCHITECTS PC )SH _ GLE Drw*m IV ChmdW IV 91.57 10 / 16 / 91 lob Na —ora. FIRST FLOOR REFLECTED CEILING PLAN - HVAC --V"TMo -_stow Wo, N O� o PROJECT NO. : 91-57MRw3 I d 8542 SE LAS Irma.MSM.INOW QTW v N INTERFACE EAVIAFERIAC IAC Lj w o F ConsulliIq fnginMft Ina mgs394 GREG ELLSWOIITH PUP914286 ,1 CIF III II1 111 III III III Ilr I ISI rllillr I I Irl 1 1 ii 11 1�"1 1F1111 I II Ili III I IIII III'111 III III II'III I I III III IIF 1II III III Illlll 111 1111 IIF I I ` - - • IFt TH1ss DOC# ThI IS LESS I I I 1 I I I I I �j� I I I I I —� + I APRIL c IIP LEG.IBL:E KHAN THIS NOTATION, _ _I �1 i _ Jl_ - - I I _.____' �� 11 ��� �" 1993 I IRI t9 DUE TO rHE QUALITY OF': THE ORIGINAL DOCUMENT. - -- -- --- — -- - - — _-- __-- --r - r �It: BL aIL �E 99�Z Y� 8i B1 LTi 91 -�I 9 -- 1v-- £ 6 1111�1III,llll.11ll IIII IIII III, I.IIII�IIII Illi IIII III illi IIII illi IIL�IIII lill�llll Illl�lli. 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I p WITH 150 WATT PAR 38 °• LU V CAPSULYTE LAMP. •V' © CONNECT HOOD LIGHT FIXTURE. COORDINATE WITH HOOD SUPPLIER. 2 TYP. OF 14 O7 MOUNT LIGHT FIXTURE'S IN ARCHITECTURAL UPLIGHT COVE. O 111 � © KEYED SWITCH FOR CONTROL OF CONTACTOR COIL, THIS LIGHT SWITCH TO SERVEW AS A MASTER 'OFF' SWITCH. Z w NORTH O9 ROUTE CIRCUIT THROUGH NIGHT LIGHT CONTROL SYSTEM, SEE $/113. Z 1. FIRST FLOOR PLAN LIGHTING 10VE 00 BY-PASS SWITCH FOR VAULT LIGHTS TIME CLOCK. oe W 1/8"=1'-0" Uj II ELECTRICAL CONNECTION FOR HOOD LIGHT. L RMeion CU TOOK SERIES - 4-8-92 _ PHOTO ELECTRICIC MAJOR CHANGE CELL � 1 (PILOT DUTY ONLY. I I MOUNT ON ROOF do AIM NORTH) EXISTING BUILDING DIGITAL TIME CLOCK, - '"" 24 HOUR, 7 DAY n -c------ SCHEDULING TORK SERIES D100 NTH �„ RESERVE POWER _ _ _ _ J \ .. - C�O \ A2-12.14. ftza94n....... �4;t".1TM"'.. SWND P.S.UAL OVER-RIDE r.Wk.I.I.IW�•• �'� NO. 1276, _ ( C 1 1991 A(S ARCHITECTS PC HESE DRAWINGS ARE THE CONTROL POWER 0PROPERTY OF JKS ARCHITECTS VERIFY VOLTAGE. N PC AND ARE NOT TO BE EXCEPT IWITH ITHE PRIORNNER. FOR EXTERIOR WRITTEN PERMISSION OF JKS TTICONTACTOR C2 REM VE CONDUT S j' COMPONENTS SHOWN IN FOR AUXILIARY NIGHT LIGHTS. ARCHITECTS PC ABANDON CbN IT. DEACTIVATED CONTROL NIGHT LIGHTS, C C1 (DUSK TO DAWN) EXISTING SITE LIGHT POWER STATU F-1. I N.W. SIGN A2-38. BLDG. LTS./ �POLES TO REMAIN. I REMOVE TWO PAIRS OF / CONTACTORS: SQUARE D, I -- REPLACE FIXTURE WITH GROUND MOUNTED SIGN CLASS 8903 TYPE "L F-3. I N.E SIGN F-9, I KR DO ENTRY LTS. DieKR rM C3r TYPE 'AA', TYP. OF a LIGHTS III r I F-5. I S.E. SIGN I SPARE Job F-7. I S.E. SIGN I I SPARE _ 9I.57 10 / 7 / 91 _ A2-12. I PKG LOT I_TS. ND Dots EXISTING J-BOX AND-"� I CONNECT NEW PYLON A2-14. I PYLON SIGN FIRST FLOOR PIAN CIRCUIT TO REMAIN TQ I SIGN TO EXISTING CIRCUIT. I FEED NEW SIGN. \ A2-42. I F- - BLDG. LTS S.W. CASCADE BLVp; F- 11. I AWING LTS. LIGHTING EXISTING TRANSFORMER SIIss[TMs TO REMAIN. F-13 I SKYLIGHT LTS. SPARE NORTH I " 4. PARTIAL SITE PLAN -- ELECTRICALW EEl wfico 5. EXTERIOR LIGHTING CONTROL DIAGRAM " F 0 `° 1/32=1'--O" Lik N1/8"=1'-0" D207 PROJECT NMIOp a Lei r fiord i�w -Orioen-kfz- -- Lj INTERFACE EACIIIFERINIG INC. ER3 COMtllinq frg%nterl - -- - -- - _.------- - -- _ ,1109 6691094 KN1Is 13WItemEwITIM QF 4 LwP91 o 8B *2 OF • r I F _T1%8 DO4WNT IS LESS ---- - IT 10--10 411 IIII Il--IlII I � Iiii IIIII Jill 11IJ1C1� r1� 1FIIIIITEGIBGC TITAN TN[S NOTATIUIJ, O 1� I APRIL 6 19_93� T DUE IS [O riHE QUALITY )Fr b, aim^ 'l'IIF. ORIG7NA1, DOCUMENT. - --� _ _ _ OE I fll�L pfZ �L IIIII'L E `L'I t,r�L (�$ 18i 8I Li 19i 41:� 61i Ei Li �11��Ot ��8 1 L 9I T9 � F11111JI11i 111101111 � Illi fi(1tilll IIIIIIIII IIIIIIIII IIIIIIIU UII IIIIIIIII 1 IlU Ii;il;i.;,. �IlUll IIII IIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII ,IIII,lllllllll IIII IIIIIIIIUlliI llli lll, IIIIIIIII IIII IIII IIII IIII IIII ���� IIII II�� �I��Iliii nii ,,IIIIII IIII IIIIINII r (E) F G r+ B.8 C.4 C.5 C.6 D.4 OEI .1,5 E.2 E.3 E.4 E.5 .5. E.6 Q-2 C7� F.4 O CC_� C CCS C C I i r 101691/91152 I wEwlNc � I CU-1 _51.0 MCA 208V, 1e O 'AEW '�\ 3..4 MCA, 08v. 10 VIEW 5 WP F-1.' 1 �/ 2#4. 1"C, GJ - �- --�- v VIEW 8 216, 1"C. VIEW 2 CL / 28. 28, F-40.42 SIGN AT UPPER / - - - F-39.41, \ G,/% f./ p 7. WING WALL AT - 7. \ n SIGN AT UPPER ROOF !N WING WAIL AT V LW 4 ---�- -- - - --np Alt ------------ ----- - -- - - ----- .- ,' -,�- W ' ROOF � II 25. 2»C© Lo i 4. +54 ,J V211Y { '> s +s+ �k i I i. LOAD SUMMARY 7 , J ® xZ; !0 �'F_ J J F-3, - CEF-2 ��� ` 6 6 1 ; H AN ` IG-4! s! _-_ � �I 20 V, 10 1 50 HP- V ;1 -_. i 120 10, I OOW. Al-39.41 1 5. - a a ��� � 2 3• 30, � GENERAL/MISC. 10.1 KW 39. j 39. LIGHTING 40.0 KW 5 01 10 21. JAN, VAULT li I. MANAGER'S I 10 +32H �24• D-24.26. 41, ,F�hE ® - T �� RECEPTACLES 34.3 KW A 25. / SNOWROUM M' 28,30. 39. l ® \ J - _ SITE LIGHTING 1.3 KW 1 / J 29. v 1/12 HP, 120V KITCHEN EQUIPMENT 3.0 KW EXISTING CU TO REMAIN 5 e ©ACK roc MI II / ' J 6 +84 I +� - MOTORS 158.3 KW 18.3 MCA, B1-27.29. ' 25. �1 Al-2 .23, 5 27, 0 ( • _ i �\ 3• 2g �1 jj WH 1 ELEVATOR 294 KW 'Z EXTERIOR BUILDING LIGHTS 2.6 KW b +32H 1 10 27. CEF-1 M"��J A2-3.5.'7. , ' \ 120V SIGNS 4.8 KW 1., 0 1 20 HP, 120V. 39 , 39, f, SHOP EQUIPMENT 4.0 KW EXISTINGFAN COIL 1 � Al-27. ��, � 3A. ,]'0 REMAIN � \ ---� ACCENT LIGHTS 23.0 KW D- HP, B1-31, ''2 I l0 29 IO Ti '� ► TOTAL CONNECTED LOAD 306.8 KN (RECONNECT AFTER UNIT IS ROTATED) - '';I 23, y `, I 39. 0 306.8 KW AT 208Y/l20V, 30, 4W 852 2 AMPS +32H 3 3. � �- - --�--- � 3 '��" 9. IO j -- M T) P R _ - - nl �C INCLUDES SECOND FLOOR LOADS t20v \ -�FrANE Cbl 3. A1-15.17.19 1 -'� TELE. TERM. HGF-1 r 4"C. 32. © © 2 1� HP, 208V, 30 h"►.. ; " IEEE SiH _ J �_. J - --- _ - • 3 � � - - EXISTING THROUGH-WALL - -- -- - ' -- HAZARDOUS LOCATION (EXISTING PANEL 'B1' 32. J 32, \\ I 3, 4 / AC TO BE REMOVED j CONNECTION _ D-37,39, 54IA ) IG-2. 1 1 EXISTING PANEL B2' ( �- �r 1Q � � � I i -� •I 3. �-� -EXISTING THROUGH-WALL, \ 10 3 I __\'� 55 � #6 BARE CU GRD. - � 7-- L '� � , ---- QTR"-- � AC TO BE REMOVED i � TOB G. SERVICE �' ® .32. 3 r \ � Z 19. / 4 1 j� - --' j 24. „ 32. Dj It 3? 32 33 I `iJ G TELEPH0 + GFI 11#12, �� 11 \ REMOVE EXISTING PANEL 'IG' F-17.19. `EO ;ENT 32.+50 t»C AND FEEDER AND REUSE AS p� ^�l 21. -- -- 7, ,32. PANEL 'F'. IG-1.3.5.7. --- weMLN D-32.34.36 _ +5 ! L r I 1 TIME CLOCK CONTACTOR Al- I E�II 38.27.29. 38. J 31.33. 22" S 1 WORKRM' 7. - T 32,E I I '\ 22. WA SHELF MOUNT E / 1 A1-16,18.20. % --- PANEL 2-11,13.15 n 22, 6 4 + r� 8 A1-14.26. NOISE SUPPRESSOR P" +32 R PANEL 'F' IG "�,' l 2"C..© 22. (PROVIDE VIBRATION PLANTER >= PADS) 5. ----�- C23 un CN L=� ' EXISTING PANEL 'D' �0. ��I- - , 0 'rHOWROOM #3 ~ A1-22,24. � E o i' 15. �- �0, Al �\ F-5.7 NEW PANEL 'IG' � Al � 2, 7 +54j i32 9 EXIST. CONTACTOR JS$� �) 1► 34. SIGN AT UPPER 3/4"C � 16 O 0 f r EXISTING PANEL 'A1' "�. �J; WING WALL sloRACE24. DISHWASHER A1-4,r,, 1/3 HP, 1.2 KW HEAT .1 1. al Ex' ':"r, w ,J; 12"C•® GFI RECEPTACLE WITH WFATHERPROOF J Lu 15. - > � ' t ��' +32w1 0 0 32, t0 J COVERPLATE TAYMAC 20110. RAISE CEF-4 3 3 "3- '.- - - +3' - 34 h32H %/ !!!� RECEPTACLE TO 12" ABOVE FINISHED /I +5 Q LANDSCAPE GRADE. REPLACE CORD CAP SYS ADMIN 1 10 HP. 1201 i-® \ 1 Lx151. tl.e --- - °�- / f. J 'CFI /I EXISTING PANEL 'A I � 4 - - -- ---- - L rtl - * ` 5 1 3.9 ON PUMP WITH 90 DEGREE CORD CAP TO �- - T FIT IN COVERPLATE. I yy \ - - - - - - - - - :�JL .- �. N J .�M�/ N,�♦ 7 IH��. M� T -� -- - / CHANGE ORDER REQUEST N0,10 �' . � SUMP P MP RECEPTACLE. � . EXISTING MAIN 4 3 s 5 FOR PLUG-IN TYPE SUMP PUMP, 1Q TELEPHONE TERMINAL �' \ Q ©® ; IG-9. I ��� '" 1/3 HP, 120 VOLT, VERIFY_ vu ho cd j! _ ! EXISTING ME EXIS IN AUST F 1 �. ` LOCATION WITH MECHANI A REFRIGERATOR F-2.4. �7 �- 6.8.10. ---- - `-- --------------- - i.- � .. - - - -TO REMAIN--- - - -1--- -- �2,y� --- CONTRACTOR. -- - - - - - - - - - - `, -EXISTING'-iii-AIN RECONNECT �\ _o SIG AT SECOND '� / DISTRIBUTIONCEF-3 FLO LEVEL WIP / W - -- -- - __flttNG f)(H, FAN - --- i'�/ S.2 Z -- - - 120V/10, 1/10 HP 0 NORTH \ 1. FIRST FLOOR PLAN POWER SIGNAL w E H DENOTES DEVICE HORIZCNTALLY MOUNTED �+ / z \ LJJ Q i W NOTES THIS SHEET 0 REUSE EXISTING 4000 AND INSTALL DUPLEX RECEPTACLE ON 18" CENTERS. ® DISCONNECT HARING TO EXISTING DUCT COIL. -EXISTING EMERGENCY SERVICE MOUNT AT 36" A.F.F. PROVIDE NEW FITTING AS REQUIRED. ® DISCONNECT SWITCH, 30 AMP R � 2 2000 WITH RECEPTACLES ON 12" CENTERS. MOUNT ABOVE TWO 2" CONDUITS FROM VOID SPACE BELOW COUNTER TO ACCESSIBLE BACKSPL �� ��rY-`,�/-v CEILING SPACE FOR DATA WIRING, SECURITY, ETC. - 1 4-1-92 O3 MOUN1 JUNCTION BOX IN ACCESSIBLE CEILING SPACE AT TRIANGULAR. ® CONNECT CEF-2 TO CONTROLS ON HF-2 SO BOTH FANS OPERATE Li--F- - - -1Y. MAJOR CHANGE WALL FOR FUTURE DISPLAY, CONNECTION TO FUTURE DISPLAY BY OTHERS. SIMULTANEOUSLY EXISTING-1 0 N0. 1 • 1 METER _ __ _ _ _ _ __EXISTING MAIN DISTRIBUTION PANEL (MDP) _ _ _ _ O SPLI 0 G WI ING AN EFEED TING OBTAIN MOTOR STARTER FROM MECHANICAL CONTRACTOR AND INSTALL 1200ABUS 1O AND CONNECT COMPLETE. PROVIDE OVERLOADS. M - r L t, - - - -r,- - -- 1-, - - -1,- - - -r,- - l I--';- - - -1,- - - - r, - - -17 - - - - - - '- r7 - O5 EXISTING RECEPTACLE TO REMAIN. REFEED AS SHOWN. ( 40OA ( 200A ( 200A ( 200A (200A '600A ( 200A 200A ( 100A ( 1 DOA 100A D ( 200A I r - - ® 11 DISCONNECT EXISTING EXHAUST FAN, TERMINATE CONDUCTORS. I CT I I 300A 200A 125A 125A '125A 600A I 125A 150A * BOA 80A 30A . 200A I » 6 ELECTRICAL CONNECTION FOR DISPLAY LdGHTING, ) 1 1 1 1_ - -1 T SPACE 6" x 6 x 4"D I e E� I o DISCONNECT EXISTING ELECTRIC WALL HEATER AND REMOVE CIRCUIT, _ I I I I I I I -� I I _ -_ I_ 200A 4-3/0 CU JUNCTION BOX 3" I Q REMOVE EXISTING SIGN CONNECTIONS AND SURFACE MOUNTED CONDUIT. - -' - - - IN 2"C, C7 TERMINATE CIRCUIT CONDUCTORS. JUNCTION BOX BELOW FLOOR AT DISPLAY CASE FOR SECURITY I I T -� -, I I I I I NEOPRENE - I I '�' I I I -51y10 CU 200 AMP BUS EDGE I I ACCESS TO CASES, RUN 2" CONDUIT TO ACCESSIBLE CEILING SPACE `-- - - I I I I I I IN 1"C. I CONTACTOR 0 REMOVE EXISTING CONDUIT UP OVER PARAPET AND RUOF PENETRATION, FOR WIRING FOR SECURITY, DATA, ETC CIRCLE AW I I PATCH ROOF TO ARCHITECTURAL REQUIREMENTS, K 664 SCF WITH I -- ® DATA, EN BOX ON FLOOR IN VOID SPACE BELOW CASE FOR SECURITY, I- I• - •T �T� .T� -�-. �- -I- -� .-I-. , .-I-. r -I- MODIFIED FLUSH I I 1991 JKS ARCHITECTS PC G5 REMOVE EXISTING TIME CLOCK AND COf�TACTOR, DATA, ETC, WIRING ACCESS TO CASE. EXISTING EXISTING -��, ��.,�., ��-1��. _ I EXISTING I f' I' NOISE I EXISTING I KEYED SWITCH COVER PANEL PANEL � PANEL .r, �y UPPRESS PANEL I I THESE DRAWINGS ARE THE 10 MAKE CASE LIGHT INTERCONNECTIONS AS REQUIRED. 30 STUB CONDUIT UP TO ACCESSIBLE CEILING SPACE. I 'Al' I I 'B1' I EXISTING EXISTING EXISTING I 'IG' I \ '', 1 I V i ! I PROPERTY OF JKS ARCHITECTS A,C-3 AC-6 AC-9 ,'• �-,'• -.'• ® 4-3/0 CU d PC AND ARE NOT TO BE 11 REMOVE EXISTING WIRING DEVICE/JUNCTION BOX AND PATCH WALT_ TO EXISTING 0 60 MINUTE TIMER SWITCH FOR EXHAUST. I I I I EXISTING I © I EXISTING EXISTING I IN 2"C. I I '`' REPRODUCED IN ANY MANNER, ':'.SPT WITH THE PRIOR �. - - AC-3 L - - AC-4 AC•-7 L - - I e I WRITi7N PERIIISSION OF JKS CONDITION. - - MOUNT JU ON BACKSI OF WING L, INSTALL ARO ATECTS PC. ! ® EXISTING E'.XISTING 7.5 KVA, 208Y/12U VAC L - - - - - - - - - - - J 12 MOUNT OUTLET ABOVE COUNTER, 1& ATHE OOF COVER I PANEL I I PANEL I 5110 CU NEW ELOCATE TOPAZ ULTRA-ISOLATOR - ,A2, I I ,B2, I IN 1"C. PANEL EXISTING NOISE SUPPRESSOR I3 REMOVE: EXISTING WIRING DEVICE AND INSTALL BLANK COVERPLATE. ® TWO ROWS OF WIREMOLD 2000 NTH DUPLEX RECEP fACLES ON 6" CENTERS. RELOCATE IG' PANEL SERIES 10. KR D)O INSTALL AT HEIGHTS INDICATED. I I I I PANEL 4-1/0 CU D' - 14 REMOVE EXISTING WIREMOLD 4000. PATCH WALL TO EXISTING CONDITION. L _ _ J L _ _ J 'F (IG)' IN 2"C. °i"w"N CZ1rrJnd N REUSE WIREMOLD AS NOTED, SEE NOTE 1. ® 6" x 6" x 4"D JUNCTION BOX. PROVIDE 3" CONDUIT FROM JB TO ACCESSIBLE CEILING SPACE. VERIFY EXACT LOCATION WITH OWNER, SEF. DETAIL 3/E2. - 9'1.57 10 / 7 / 91 0 REMOVE EXISTING WIRING DEVICE. MAINTAIN CONTINUITY TO EXISTING DEVICES 3. SECURITY/DATA JUNCTION BOX COVER Job Na D'" TO REMAIN. ® JUNCTION BOX MOUNTED IN ACCESSIBLE CEILING SPACE WITH 1/2" CONDUIT TO DOOR JAMB FOR CYPHERLOCK ELECTRIC STRIKE. CONTROL HARING BY NO SCALE D607 FIRST FLOOR PUN . 16 SAWCUT AND PATCH FLOOR FOR NEW UNDERFLOOR CONDUIT, OTHERS. HARDWIRE CONNECTION FOR SEMI-FLUSH ELECTRIC WATER COOLER, 1/5 HP, ® REMOVE EXISTING CIRCUITS FEEDING SECOND FLOOR & REROUTE TO AVAILABLE - POWER/SIGNAL 120 VOLTS. COORDINATE CONNECTION WITH PLUMBING CONTRACTOR PROVIDE SPACE IN PANEL 'B'. IF NO SPACE IS AVAILABLE PROVIDE NEW PANEL AND 2. POWER DISTRIBUTION ONE-LINE DIAGRAM shm nh DISCONNECT SWITCH. FEEDER FOR SECOND FLOOR, INSTALL IN JANITORS CLOSET ON SECOND FLOOR. ShM No. )B ELECTRICAL CONNECTION FOR MECHANICAL EQUIPMENT. COORDINATE CONNECTION ® 3/4" x 4' x 8' ACX PRE-TREATED PLYWOOD FOR TELEPHONE BACKBOARD, 120/2OBV, 30, 4W WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. MAKE PENETRATIONS THROUGH VAULT WALLS OR CEILING AS DIRECTED BY NEW FUSES N I9 MOUNT RECEPTACLE IN INFILLED WINDOW SPACE, SEE 6/6. ® VAULT SUPPLIER. n NEW SNATCH E2 rn rn 04 i N ® SWITCH NTH PILOT LIGHT FOR HOOD FAN CONTROL LABEL COVERPLATE �^.,�f rn o � TO READ "HOOD FAN". PROJECT NO., 91-152 - - Iduys Lai*wiiwiT4w ik b arm 0 0 0 2�1 REMOVE EXISTING PANEL AND REUSE AS NEW PANEL 'F', INTERFACE ENCIAEERIAC IOC. ER2 w � W Cansellin�fnyinetit 2 ® RELOCATE PANEL 'D' d 4 It G1 603 GWM Klellt 13MI WEV1T" �- i _ 7 + " ,I It TH-%8 D06WENT IS LESS I i � I 1 I i I i I I I I r 1 1 1 f Y 1 f l I I i I I i I i I i I i I I I i i I i i i i I I I I I i i i i'p i I i i I I I I I i I I i I 1• I I m I I I I I I I 11 1 T I " "'I I I I I I I I I I I I I I I + I III I I I APRIL 26 1993 - L,EGI6LaE THAN TNTS NOTATION, 1 /� I �__ -I �Q� I 11 I - M • • IT IS DUE TO THE QUALITY OF'' - No+e THE ORIGINAL DOCUMENT. II I��� 111A l SIIIIIIIIII! III(IIIII IILI IIII IIIIIIIII lJlli111 Illullll IIIIIIIIL 11111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (IIII III!II IIII IIII IIII IIII III lllllilJl IIIIIIIII ills IIID►IIi�1-11111 II1111111�111!III!I�I!I1f911 I!III!IIIIIIIj£II�IIIj LI►�11!uillilNll f