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9377 SW WASHINGTON SQUARE Pages 7-14 1 r --- - ---- --- --- - ----- -- -- --- -- - - ____ _ _ _ ___ _ _ ____, O\ 1 1 TITLE 24 DISABLED ACCESS REQUIREMENTS. sEIsMIL. LOCKING PIN •a THE INTERNATIONAL, SYMBOL OF ACCESSIBILI ,Y SHALL BE THE STANDARD Tr N1 IFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLE •'t SUNS AS `� r_BC a??44 OR EQUAL .. ;A ✓ER*•CA_. w RE «+A"+GERS M SET FORTH IN THESE BUILDING STANDARDS THE SYMBOL SPECIFIED ABOVE SHALL CONSIST I/2' EMT RUN TIGI' '-' 4 0' QC EACH 'NAY A WHITE FIGURE ON A BLUE BACKGROUND THE BLUE SHALL EQUAL TO COLOR NO 1504L) ,N 'OP CLIP' rmr FEDERAL STANDARD 5�a STR �TURE ABOVE (4 U "IA/ FOR (MECHANICAL l Y �....• A FASTENED) o ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH Al LEAST ONE STANDARD SIGN AND I? GA VERTICAL I+ANGER wiRf 1....0!..0, "n WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED VISIBLE FROM APPROACHING PEDESTRIAN ` COMPRtSSION STRUT REQUIRED • v `� WAYS EACH SEISMIC RESTRAINT 12 -0' O G M " EACH WAY ANL WITHIN ' 0" OF EACH • �� oD EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE Of A S12E A5 '0 PERMIT THEk u DER! CAS STRu! ""A' ESE �1 INSTALLATION OF A DOOR NOT LESS TWAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, HALL r"R NG CLP `:•'EE.. STUD, BLACK IRON, E"" of? r T ., 8-INCHES IN HEIGHT DOORS SHALL BE CAPABLE OF OPENING AT LEAST q0 DEGREES AND Q VERTICAL 12 GA HANGER WIRE • 4' 0' WOOD STUD (IN COMBUSTAB.E `,,�..,� SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF DOORWAY IS NOT LESS THAN 32-INCHES 0 C" CONSTRUCITON TYPES Oh.�� 0� `� MAIN RUNNER I 3/4 FMT - NO1CN OVER MAN 1 '"'".4ER APPROVED EOUA, ACHING AND LACKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN PATH OF CR( '- 'FF RUNNER �, TRAVEL. SHALL BF OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC LOGKN( cue TO EWEN GR088 TEE TO YAM RAW DRILL 5/32' TOLE FOR 1/8" BOL ' AND ~~ , v BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE r / LOCK- Nur AFTER CEILING SYSTEM 15 I I in WITHOUT REQUIRING THE ABILITY TO GRASP TWE OPENING HARDWARE LEVELED I I M SPLICES AND INTERSECTIONS OF RUNNERS SHALL --- — -- I :,R . . 5/32' ••O..E ' OR '/8 BO.' a HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30-INCHES AND BF ATTACHED WITH MFCNAN,CAI INTERLOCKING; SECURE SUPPORT WIRES TO I' I 7rr N.,'", AVER ':E ._ tip, 5"�,'E p 44-INCHES ABOVE TWE FLOOR CONNECTORS SUCW A5 POP RIVETS, SCREWS, STRUCTURAL STEEL MEMBERS S_•E! : • ., 1 I r E PINS, PLATES WITH BENT TABS, OR OTHER j ABOVE - NOT TO ROOF DECK r•.EC;"A... , A • l '� n TWE BOTTOM 10-11404E5 OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL WAVE A APPROVED CONNECTORS FOR 2x DESIGN LOAD OR / <<','E '.E-:,, SMOOTH UNINTERRUPTED SHRFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR ULTIMATE AXIAL OR COI""PRESSION (MINIMUM 60 �- I 5P / / ' FOOTREST WITHOUT CREAT NG A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME � ) Sup, ENDED Gr` +G �E"� . /� z DOORS ARE USED, IO-INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF %j! �..,W m THE DOOR Ili' �� MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 LBS FOR EXTERIOR DOORS ? r'--- _ - - _____ ___ 1 RR (!--11(.71)— (PP) MM U ADJACENT TENANT �"'� I 1 -- -- LOCATION OF ABERCROMBIE 4 FITCN(SPACE 507) AND ABERCROr1 KIDS (SPACE SII) 600A, 460V MAIN E.ECTRIC DISTRIBUTION PANE..BOARD MDP LOCATED ON SECOND FLOORC;14? vt I im Y �_ • I 441O 4 At (I) •d Ej(ISTIN(. 1' Zn e O { t C t UMyS 1 C►IWR . { { + 11.1.012 8t - t k ...(::)LOCA TON OF EXIST NC. rimm.4 Al DRAIN PIPES DOy." t "tot- ABOVE TwROUC. 5L AB - p W W21ri2 I W�Irii Z — H I 28.3; I I `I T 3IttliM1111\ -3 E- �, J LJ . (2) 3' CONDU'TS FOR ABERCROMBIE 1 FIT CN(SPACE 901) AHD ABERCROMBIE 1 E--/ KIDS (SPACE SII) 600A, 4EOV EL.EC'R c SERVICE .. t7 r ABERCRO►.,,B E •7=0 :: 1. W 0 N o TYPICAL EXISTING STEEL COLUMN .}LATION OF EXl ',N(. PROVIDED AND INSTALLED BY IRAN PIPES DOWN FROG-1 LANDLORD VERIFY IN FIELD PRIOR ABOVE TNROUG44 SLAB TO CONSTRuC?ION { ANGLED AT BOTTOM . .\ C) WZ i f �% W21v62 er: ra — - - - - - I (27.3 ) , . .4` OPENING IN EXISTING SLAB FOR PIPE DROP f.1R000N SLAE) r 0 PROVIDED BY LANDLORD o 4 3EXISTING OPENING IN SECOND FLOOR SLAB W/ OUTSIDE AIR DUCTWORK PROVIDED BY > LANDLORD 1 I t ; t t C t v - -•mow-- n (Ni O Cn I ---- EXISTING 4' . :_IK:' ,. Z tt 1 C41•5 1 CNWR :,`N. . • rPROVIDE AT MINIMUM (2) I" OR Q U N A PROVIDEDIEREXISTING AND (I) 2" CONDUITS) w/ PULLINIRE d a a ALLED BY LANDLORDcn FOR TELEPHONE SERVICE Q TAPERS G C TO LEVEL -- CC a OF _ ____ _ Q F TAPER MA CN I�EIGNT OF SLAB EXCEPT r WHERE RECESSED EXIT I - — -� O OCCURS - I 4..— --- - I O CC 1 �\ I I ` G C TO PROVIDE AND INSTALL J Q /t/ DEMISING WALL CONSIST.N(. OF 6' J PLEASE REFER TO AIF *132 I METAL STUDS w/ 5/6" FIREGDUE L1J — J O r (2e.3 ) � ? • `,I 1 PLANS FOR CONTINUATION ABERCROMBIE KIDS STORE 'x' GYP BD ON BOTH SIDES _ "J 0 I • f •' OF ELECTRIC SERVICE FROM SLAB TO DECK ABOVE FOR = Q 2 ' I ` I CONDUITS I 44OUR RAtECJ ASSEMBI r Cn 0 CJ I — W O !V r w ..... i L2:-1'1_1 Tr-A, a r Z ,, t EXISTING A TENANT SANITARY EXISTING OPENING IN SEC47ND � l . CONNECTION PROVIDED BY FLOOR SLAB w/ 2606 RELIEF cc 2 z 3 W —A I LANDLORD. AIRLANDLORDUCT ORK PROVIDED BY J O Q Cc G C TO GUT EXISTING SLAB FOR \ EXISTING OPENING IN SECOND CC (..9 0 U INSTALLATION OF ELEVATOR PIT FLOOR SLAB W/ 3071115 OUTSIDE 'Z (J) 0 REFER TO STRUCTURAL DRAWINGS AIR DUCTWORK PROVIDED D! Cr X FOR ELEVATOR PIT AND ADDITIONAL LAND'ORD CI) W U) LA Q .\ INFORMATION REGARDING ELEVATOR co Q Lciti C7 I Q I INSTALLATION a. Q co ,, RELOCATEG G TO REMOVE AND RELOCATE I, EXISTING BEAM ABOVE SHOWN DAS44ED FOR ELEVATOR S44AFT INT _ _ / TO ST SECOND FLFOR BEA►'1 RELOC.A R PENETRATION O ION - 114 INFORMATION EXISTING MAL GRALED E PIER — - -'— I BEAM AND 864054NLED P 1 .OCATION 544ON FOR I' • T'-4' COORDINATION OF • _-•-- _ I NSTALLATION OF ELEVATOR PIT / --- . 00,41\)4( 0 w BUILDING SHELL. COORDINATION PLAN -1\ I 05227 !,Ht I A1.....„..... ..._......._____________________ _____ . 1 ..........„, _____._ LIOI�ILITY STRIP 1 n .I ,IIIIFIIIIIIIIIMMIIIIIIIIII } rVI X 1 Y,'.i e 1 11 0I T • • . ` ' J7 • �l.y....141. ,I I 1111 11� II I I1 I ,r �A.a�Id llullilull_! �I.. illl ,.IIII,.I 111.1 I,.�.I l� L4 .11 1I II.I�..tll-1 kl.II.Je..... 0 • fir. +I - - - - –� - - - - r— ------ ..... ..!. __ _ ___ — - , -..."4441111. ill" .. . 1 ' r 1 I (;) 00 111.= o Iup Imo Lr MEf TION OF ABEWLROIE I F'T(.4(5PACt 50/) • r...1 00 AND ABERt:ROT'1Bl KIDS (SPACE 5'I) 400A, 460v HAW ELECTRIC UISTRIBU110N ;,..I..4 ... , PANEIYIOAkp HDP LCXAIEU ON CON() FIUOk UD ' $ • $ /f $ r (.:"4 :: t i v ..(X.A' Oh OF E.X,STING ?ND FLOOR Iv l j N N �, M `;L AH PROVIDED AND INSTALLED BY T111F . d .ANDLORD • O • .....4 "� S .CCA T Oh OT EXIST NG URA N "' 0 PIPES DOWN FROM ABON,f TUROIGu SLAB \� a p . .,.1( .ti >- CD ±.41-_- ._....1 \ 30G H C:11) _.," C I I OPEN N�, N EX STIN4 5�J►tf SLAB PROVIDED BY LANDLORDVIIFFMR *. _ _ , ` f EXISTSNG OPENING IN SECOND l J 7 I'-1 1/2FLOOR 5LA8 A/ OUTSIDE AIR f II a DUCTWORK PROVIDED BY SIM N LANDLORD -{-1--1 44 I �� 1i tO so II ti 1 4 I N to -. 0 I -,A.A'ION Of EXISTING DRAIN PIPES DOWN TROT', ABOVE I > 'uROUGo SL AA 'C BELOW + TYPICAL EX S' 'a, 5'EEL COI..MN , PROVIDED AND N' A,LED BY LANDLORD VERIFY N FIELD PRIOR I CD • EOG -� I 'O CONSTRUCTION a ri r_. a N E---1 ° ` •- OPEN NG IN EX15T,NG 5.AB -Cr' i. TOR PPE DROP TuROUG. • „,I I I LAB 'ROV DED BY .ANDLORD l [ j 0' -- --T.._.-.- EXIS' NG OPENING IN SECOND •I o l f ♦ FLOOR 5,AB w/ OUTSIDE AR DUC'.ORK PROVIDED BY ,_AN DL ORD f 4- [ t 1 • S S I 8 C 'O Cu? BACK EX'STING 2ND 4 y I FLOOR SLAB TO ,>CNIEVE I.1 N M.,I- .11 WID'N FOR INSTALLATION OF 5'A�R:i t ;1 ty 1 1 COORDINATE Aire. MALL HANAGF' EN' + n v PRIOR TO START OF WORK I 0 Ix LOCATION OF NEA EDGE OF SLAB - A 4.9 t..._. .. .., EXI51 P DET'tISING WALL METAL . STuDS PROVIDED BY LANDLORD 'C DIMENSIONS SPECIFIED 'ENAN' ;C T STING I' Lw TENANT TO PROVIDE AND INSTALL 5E CONNEC.*ION PROVIDED Bl' i I FIRECODE 'x' rP Bp FROr”' 5,..,6,13LANDLORD REL RATED > REFER TO MEUTANTCAL TIGN T'p DECK ABOVE AOR .1OUR 3 'v1 .3. RATED ASSEmBLr � DRAWINGS FOR ADOIt ONAL INFORMA'ION 411) tri I t ' 30Gr---. _ H • T `- 7 -'-- • OPENING IN EXISTING 5,.AB 0 I - FOR P,PE DROP TuROUX� ' I SLAB PROVIDED Br LANDLORD s — I' L. ' N T-,, F , .. -_ ___. -t _ ---1---- - • fa(ISTING OPENING IN SECOND I i IDC FLOOR SLAB W/ OU 15'DE AIR Z Q1 r, Q (.) I U) L To COEO ST ING STOFOR 1 I DUCTWORK PROVIDED BY I LANDLORD —I ti INSTALLATION OF ELEVATORR / • LL,PL• REFER TO '/ T a STRUCTURAL DRAWIN(.5 FOR ELEVATOR PIT AND ADDITIONAL WFOxRMATION REGARDING I W ELEVATOR INSTALLATION -----_.___ GC TO REMOVE AND RELOCATE EA 'TING $ $ Q \ r REAM ABOVE 5u0wN DA'aIED FOR ELEYA'OR /'� I O cc a St-IAFi PENETRATION INTO SECOND FLOOR ,A G REFER TO STRUCTURAL DRAWINGS FOR WIii BEAM RELOCATION INF ORtMA110N - ] IR - . ..� N I N I N O Q •1 P 16 CC .J 51 w a I r _ M N Q \i �� Wlelrao I U Z c7 _J LL cc ►- Ii m 06 L-) �- LOCATION Of EXISTING PIPES I a DOWN FROM ABOVE TNROUGu I a = Z SLAB TO BELGA I E� 01 0 Q • LL 7 3 0 a O o o ii-- z CC (-7 U Z Or) p . I A O cr r CC ID H j1 CO PLEASE REFER 10 MF *132 (n Q 3► Q, I PROVIDE AT MINIMUM (2) I' OR PLANS FOR CA►.TINUATION OF 1 (I) 2' CONDUIT(S) W/ PULLWIRE ELECTR.. 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Z COI - O cv ---_-_ -. - • - Cr LLt. ti !----1 1 l) o oa z i W QMALL STAIRWELL Q) U Z Q O 03 C) O O cc U cc c7 3 -- L.1.1 V Z o 0 Cc 2 cc a CC Qrn ; H H H H H z4.9 MALL SERVICE CARR'DOR HATCHING INDICATES AREA OF WORK UNDER SEPARATE CONTRACT - SEE � ° HOI LISTER DRAWINGS FOR INFORMATION . ,i,,,), 11\cit*.'' PROJECT COORDINATION PLAN 1 Irs ;, 0522 7 4 w ¶HE I A1 . 3 /' LEGIBILITY STRIP . . . immaimaimmimiall , , II * 4 ,/ V V I e ' ' 3 . . X w _..._. - RR a0 1,t MISINI, will I NOTE PPMM ! i h'. �L" '�'«. ..:.._ �t.S.• `a• aft Y. ME'A. STuDbt'D` • t,.;,. ,`:,i C. TO PRCh/'DF 5/6' TYPE. 'X' GTP BD KRot" COW AH ' • '' ACK At1UVL C) t • --- - --- A A c NG` ARC Et✓OQ'I E ANC) C. `1' O ON. . 1=NC• •• tE c RF-SAF D PENF'RA' ONS 'C 10./' 0' .Atx�a* NV . ,'t., • C JA'+PE N•NG PER NG EIA' uNSDEp GhhN',,i5(w. 5E. 1 -0 I/4' -.—_ - ---- `?` iImo- wG wA.. �EPARA•NC. ABEQf.�Qp"B F �„� T_- -. Ch L EASE` . N- �6 LEASE L CA. ,, A.. DEM gi r 4 -0' I 01 EO Ti-o6 I/?' 1' II ?' 12' 1 .. 1/?. EO 6'•? 1/4' 1?' 5 e I/?' 15' 11'. • 1 . . . . . SPACE FRC," LAND:ORD SPACE) I (4 I' 10�) (� • I 10'} • . �-� �-+ - ? 6 5' a I/? I? i h /1 rt ' b _e I/1 1 -e' i• • r• y 5 /?. j '1 • /(,hi. � r•n �� 470 '� --- - �. —. • i "oma". .. :� G'. 5►+A.... 5L.EEOE. ' RE5'OP, r�4S.. .a i:" �+ 1 I - CA,.K, i'C A.. PENE'RA' ON51- '.IRS (D ((•T 'a l S.AA! ND/C. RUO DECK Sr *,.p* -- 11 - - - - - i - !.. - -�--- `• �. _ - - L l 1 t 1.fi: - - - - -- - _J. ANJ,OR ODORS 5►..�. NU' •fi 1 1.. - - - - �... !I � . .,. M ►.. J(( `+'• } t 1 F .E RA E GC Ah'Ah EX 5' NG j 1 �, ' RE ASSF•"B.F RA' NGS + ii t f ,. I { 10 ( D? Z) I I l,e0 1 ', I I A I I I 1 �►lo I O c12 ,� I I (_ .. 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I I , • I' IC �� (3 • I'•10' I i I .i, ti 4' ^ ^ n n, e I I I -i, c, I I 't `......3. t._ Aid.. I .r .r .• + I '�• ,, I I I , • .. `„ r 1• II t l .. • �: A v p •i H • +1 _ rpt{ . t • II I AIC V .; „1 9103 "' , hoe ^ 1 ": . ` I ..1 al k il .11 l - 1` '•-•-•-"-e" f .1 \A.. I LY1 I 1 O 1 r •- 1r • +• ? Ps- E� • ., I IC) Z • I I • �z r . 1 1 I '.In ' 'of Nt • s I I , • A I62) I I • w. \. I 5 !/•/' 3'-10 1/21 t ' . w► . . 10 I I I M ry , • A A A t 4,. R.''* !1! r Gt' Z W r - L..- (tT—•_-1-7-1-171_2 • t - ■44, r , (, • IT-10') 1 fir':::' `E + l 3) t J O I 1Q LI, Q V 1t " ' • /_ _ _ - _ I` _ _ 1 1. : _ �- 1i..G_.._ 1 r•• __ � __ ^y •: 1,. _ _ 4 -i 1 -__ _ - � �)1 t.,-4_ - r a a 'r `~� ' Jr ` i lf... •I �� I I1 � L�........._ _ ___i_ l i' I1 a pr.t�'�' 7'tt. ^'t 'a. �•ttit� (n -t 1 ( ( .__.__.____ A __ E ) I J .4'. 4..16' h;x. •',a, r• AN! II t (. 1 (. I ` . i Ii :E A , .'p : r, r ,R y.•,-a,,A" ,I►, • Z C3 1 .w.:. ..•.�. .•n.•._ ' J,A••..• '�' . . .•.•,•.•_ ':�:�.••.' w•_ww .w•.•.w . �. ';� w >f7tiER5 • APP, ;.n' C* t.k , r T. Q O ti t H ., - 0 A _� _ 9, , "A.t 'RA'"F REFER ;E 'A , [3•A '-' + „+ II` '?' b'-15 1/21 '15't b` 5 D I/?' I?'f i' 6 1/2' �' IV I/?' 6' ^. , u , ICr — \ c -7-3- 1-7-1.7) 3 • 10 _. • 1 •(2 • I'-10')' ' -+-_ _._..,-- - ► n , tt t �) W ♦ • s• •nkA� t: 1 JV.h tt AA 4 1�2 ? 1 ( Q i L II � y .l .At,. ,0. NI os ''7' t • '.(. .RK-tc r -). .it-, (26.3„ .,.Ay •OLERANCt .'I 8", A' ,.AS..wI,EsI [C ` / FtL',� / I u RA,'K'wRAP AREA J O 1 - _. _ 1110 I N ' ' NS'A.. . . "'E-'A. T. Cf'wE (f) I V) � � I' 'II 1/2' (y I ,`nh4q (X RFX N(i�.` `h q`� x ti(.'4' • Z V CONSTRUCTION PLAN w EZ � O — O N .- r I 1/1' t 0' . " AYE�k� 4 W; I .� u . � h, to U t1 <•• ‘;'il j1144t4-1' 11rtq ;1f''iRE(` rh'-w, 4'4, !4` ['4 c` p QZO'u I� PARTITION 5,AR• J• .. .Rt'E SLAP.AN h rFh• I Cr 015 = QLEGEND A(X A* A • , .ATER C* AN.L.'FK (ONc 'VER f'•''BE:?^t:' yE r W Z 0 (n cn --- F .:..- 1,, mum WALLS GENERAL CON TRAC TOR 1O CONFIRM ACTUAL FIELD CONDITIONS r��`i'F'" 'C .i..•FVE 7E r,Rt' I ,."»• to n Q �' INTERIOR PAR11TIONS (CONT')) 0 CC ,r, I AND 15 10 CC Pl" WITH INDICATED IN51RtX TIONS '-''AN ' r Pi 43';r O W EXISTING DEMISING WALL LA DIORU f'ROVIDEU 1 . u, i I (... I '#IttMTERtUR AF' AIG►•' PART' U. b "E'.1 A'�; I'f11 C.C. '0 BREAK rRA • `.„ Ott 4,h:; "h Ki ,•„N'• O 1- Ll . uti l ANDLORD TO PROVIDE METAL STUDS, 1 ENANT G C TO PROVIDE AND 3.54' x 16 CSA METAL 614,6 • W' CC "+A• ...•'••5 S '`t•4 x Gf 0841" EN,'4Ad NON COMP BLOCKING A�. RI-a RF: .' "EF' : "' II (.. 3 • I' INSTALL 5/6' TYPE 'X' GYPSUM BOARD (ABFRCROt1BIE SIDE ONLY) FINIS CEILING ••EOvIDE ONE. DR BOT,. 5'4.'18 A8 REc�t.R12 NOTE .•.A..B •.. .0 'C KEEP EDGE Oe PA','. CC '" a, •"IRE TAPE AND SEAL TO MAINTAIN REQUIRED RA11tk; 6UPPOR'T NON-SALES ILIALL STANDARDS ARE 'c` IFCF'v1< 16 GA METAL FT.L'ti ,ANOf RIX h A, ,(.Nr"F h' n ~ V — 0 EIEYATTJR C •--•.•-• I ,r.Plc& 1.4.E66 NOTED ONIETLN6E `.t ��•:_•.•_�•_� NEW DEMISING WAIT( OUR PER Ul. 11.11,5) G C TO PR(NIDE I r / // • APP, ICAT IO KOOK 'iX'URF I t•' . (J LL) ,� "4t Y ,„ i' METAL FRAMING TENANT'S GC TO PROVIDt 5/e' TYPE 'Y' GrPSUTt I `�`� • NEW INTERIOR t'ARTiT1pN - f.' METAL S'L,[>r, NSTAI,LEC DY GC LI-1 ap 41 i BOARD TIGHT fU DECK OR CEILING ANNE (BOTH SIDES) ALONG WITH i-5/e' METAL 5%JOS • Ii' OC (r1Ax 1 w ',• 5/6' TYPE 'x GYPSU" Li- m in 1251 roNvrroe CONTROL PRO)/ MT 1 ivy•. I ii, FIRE-9AFING IN ALL VO!DS AND PENLTRA1I 5 10 MAINTAIN A I NWR BOARD PROVIDE ONE .)R BOTH SIDES AS REQUIRED NOTE INA..•, ', Q t,1 H O r r ONVEYOR E. HANUFA..'.,Wkk v FIRE RATING PER Ul. DESIGN N U4 5 GC Ig TO INSTALL SOUND PPOR TION .ALES WALL STANDARDS ARE TO RECEIVE 20 GA ^"1 'A --- 5'-1 ., STUDS (TYPICAL uN,ESS NOTED OT NERWISE) -4 ,UNVEYOR BE. ' ASSET"B.` I'R,'V Dr- I NgTA;..ED 01,6110 r ..-. • ` • u WAl1lPS S PAR/iTNC• APERCRCx1E11 SPACE FROM AID lA NTTY Of LTENANL IT TNG I J ELEVATOR D F+��DE AIC MetAL Iii GA �'"� y env N I• OL T'+,Vc I ?•!) NfW METALCONVEYOR MPANrSTA AC 1 PER .». » ___` _;_ • : 1" SPACES RwE, ry"•.Ati;'IA LS EA SDE I' f• r-i' • IIEflMO11 PANTIT101N •'IUI6 t>�sletANT'ME RATEU C7R+4tLAl: (a•BON 61)16 OF 6►•.IFT u+A►L TO �' PROVIDE^ AND INS ' l ED ;1• ;If t F W '0 AS 5 •"� }v' - 4 ...:1).. MAINTAIN A MUTT 0* MOIL RATED ,AMIT•EM.' I 51AIRWEL, 'Nf0RF1C7N IV-111I I ExIeTItJCj INTE1lIOR ParTITIoN I1I11111111111111 IN ERIOR RATED PART111QI - (I HOUR PER UL N11,6) E:EVA TOR PROVIDED 1 INS At_,EU B• t.E:A'(>tIr t • REGf0 rATC;N ANE REPAIR EXISTING WALLS TO LIKE •�W CONDITION d,6 G C TO PROVIDE MFTAI FRAMING WITH 5/e" i"rPI 'X C:`F�St1T" E'OARI` 't it `1ANUFACTURER SHAFT WALLS, BEAMS / BRACING TO BE ' REQUIRED TO AC GEPT NEW FINIbI AND MAINTAIN RATING 1e i !/<' TIGHT TO DECK OR CEILING ABOVE (E50T►I SIDES) ALUNt. wITA PROVIDED / INSTALLED BY r.C I/Fr"R TO S►10P DRAWN , IALE�SE LINE TO LEASE LINE • [1.1.1 1 1 1 II •IFW MT!`RIOR PART ITKiN - FIRE-SAFING IN ALL VOIDS AND PENETRATIONS TO MA ti•A k, ,, ' LIR T OR ELEVA'OR 1NrGXrMA• '-IN �'I I t u '.'Ru( 'uRA, 3.5/6' )O GA FETAL &TWA • ti"OC MA,t1 WTW 3/6' TT+n x GTPelS4 f RE RATING PER UL UESIGN 1U4f5 F�EFtF FOR PRAT^NG 0 S'4. A. : F 'A �S [jOAiR )atm C.ONTIt4 QJ5 314'x7 VJ' �10RIlON1A, tR�ItlNCi ANG lie 'V C, )t",4 / I I woo PA/BL. (WS) RIM! TO CABINET DETAILS 11111117 AlpI EIfTEt1NN1 PARTITIONS' �?r h W EXTERIOR PARTITION • + ', t+' 'Al 'A. S'uO', • A' T/I///ice �,,:-• now- b itli# 11/4\11 Li , NEW INTERIOR PAR/JIM 3 5/6' METAL STUDS C C ("TAX ) WI.N eA TYPE ,'I 3-5/e' METAL STUDS • 16' OC (MAX ) WITII 5/e' TYPE X' GYPSUM x` X ' ` X NEW EXTFRIOR PARTITION i' METAL STUDS N?kR'OR S Wits; 4 EXTE'N(, t h ,., Ht I I', I .. t I . • Ir BOARD PROVIDE ONE OR HOt►I SIDES AS REQUIRED NOTE WALLS 10 i' METAL STUDS • 1?' O C (MAX ) WItN 5/e• TYPE 'X G`"F'Sl1'I BOARD DfN5GtA99 9NFA f u NC. SUPPORT NON-SALES WAIL STANDARDS ARE TO RECEIVE 70 GA Mf TAI ON INTERIOR SIDE EXTERIOR FINIS►, TO DE ITS FINISH OVER :A '.•RR UU' WALL TO A� ,.'r TACE 01 nA,, ,ti 05227 r,TuC1'S (TYPICAL UNLESS NOTED OTHERWISE) DENSGLASS SWEAT14ING (TYPICAL UNLESS MOTET` OTHERWISE) .I. nn, . �• 7--2=-----=. y ': 1 't0171 PARTIAL I EXISTING EXTERIOR TAR• 'ION EXTERIOR PAR TII�N OF 11.4 ♦ L. i I I_ __ r ro b METAL 5t )5• IS'OG (M4tt I Wt the' tY "E x Cereal 8041tfU . EXISTING • ' �iu•'P(M' CAI UMNS LOCATION REFER TO r r n' s v., t'ROV DEU AND INgTA,.FD B LANDLORD CONTRACTOR FOR tXACT LOCATION AND ADC FM16►+GE Il MG PROVIDE UE OR DOTH*Deb 46 RElCZIttRED NOTE Wk.a6 TO A ^ . !WIDOW NUI-SALES WALL STANDARL�5 Alt! to REICEIv? Ir GA METAL 611. 6 1 1 inimical l 11'4 F 66 NOTED UT►!1\MSE I I EOISILITV STRIP r • ;LMP"a+evi:. -Ak . , ' .• I 00 O \ V • , 1\ 1 _ ., NOTE0V C SNAIL SLEEVE, �" Rt5'OF' rLASN, O CAULK ETC At, PENETRATIONS TNRU SLAB(S)• AND/OR ROOF DECK SO THAT _ I' t1) . 1QUID AND/OR ODORS SHALL NOt �LEASF LINETO LEASE L'aE) • N RATE GC TO MAINTAIN EXISTING 1'-0' 15'-9' 14'-,1' �1 FIRE ASSEMBLE RATINGS • — -- --- ---I-• -- — • • ••••0 o0 Limm0 I �, -Q I NM- r'• v F/F I I t I _ + WI / M , f29 DEMISING WAIL NOTE ri- (...-, .._....... 010._ s i • r-••1 z ' 4 3/4' , I 4-i i1 A3 1 A6 EXISTING I) M,b /1• wALL IONSISI11w, u► A' Mt TAI SIUDS(BY SOUND INSULA TION N() ? f ' t2 .L I? �! LANDLORD) G C_ TO PROVIDE 5/8' I'rPE 'x' GTP BD FROM cos( VZ = »•-��:, (TYP ) ►I IV S 1 SLAB TIGHT TO DECK ABOVE (MFRCROPIAIE AND FITC N SIDES ONLY)� GC TO INCLUDE FIRE SAFING IN ALL VOIDS AND RENE'RA1IONS TO DR^': DE AN. NSTA., 50,ND BAT- N. ("'-0 .Q * ,,, 4,, ..L I'_i �TYP ) _ H MAINTAIN A (I) LOUR FIRE RA11 .L NG PER uL DESIGN M u/ih THE G c. r� •. '. n:.-.�, At..Ar.E••• •: ».APED' :�F^^ m ,„ . 17 7n IF [F. IXE�'1 IS TO INSTALL SOUND DAMPENING BATT INSULATION IN EA[II STUDBE•wFEN TENANT SPACES SC?.,N:, BA' % I IoCAVITY (TYP ALL DEMISING WALLS SEPARATING ADERC120F'�IE r" '•t E.:.t:. r...E ,' :,E^ SN, nA_..S AkE A:. „ L , f�'�L �lOx T • 4 4• `10�3a(r{ SPACE FROM LANDLORD SPACE) • • . [1-11--1:1101:D1)0 Q11 I iqt u, 4t�tr r.4' fAk� MA kF.IL RFc""Eti'SL�` WO_ IN-WALL 8L (' �'n '1 `� O ,KING NOTE �--4 4 p �, t, iQI r, r. F1. • ' . . F)F I RE RE TARAE'. \••� -1 •1 Q) Ot..'NCI •I r Il) I •4r., u AN: l7fAk E .AN �A ,ktRS `,'A. Cl I .. • w..FRF XA ',JDE', 'Y; �"�'�,• 1 I ° , , 30x36 ( R „ .iA . N "A., :A/ ' E5 i' � ]I I r'r'R . •FRNA'E B.'ICF NC. mA'ER In) H1Ae Il2 t; i vI r i ,.: t+ R� , a. RESr'JNU.E :N1 NS A.r A• .•. .Y 4 I al a tiA, •,t. '['^ti F ••w! O f2 o a Q RI Fn ..Froin: ! vRE• , ! �� in FiXEU • ie,IXE�” a' '• :.[ N5,dR[ f^• , AR!\II ' i) ✓ nA . H. x r •.:. 11 �� ' , Ls-- .d CM P ' Ti! '. •„ vv.?, .,f A:,f2.A'f r.. . . 1 I r,0 (T(1'� )-a, �I'1 • • . xr•' AREAE, A5 REJ. RE:. r'* .A"^D5 "^ RR.;'R' ri0l� p e A',f. HE•�r.F•, rl,, A.,: !iASt', "� .w ♦ ..`�yy�r - -yr�,--..�� p ._ I '1 Is I I / I 1 ii II E 1l, ,ika. 1 ,VP DIMENSIONING NOTE S' 2 1/?' j' 6'Ql l i 1 `I I W J • MIND •r i� a I SOtty Q i In Zd..1 <L\ �. ( , I x[ A 2, „I ,� _ ' c� 4:-`` I I g PARTITION LEGEND o r4II s U f I.• I I I , II ,u , i' • ,.._ I DFMISIN(, WALLS . • •. . • . .. 1 i I ._.�W_._... I , , : , , I ? 1 . - F., . . W • :� II I t 12�' I •I / 1 1 � a u1 a 4r - ,n jl I 3'-9' I I i'-5' • TIP.) 1 I \ 132'3 l 1 i �E�o 1 -' -- I I I . . . .'.'YYa�Y '•F ti : f' ., ... , .+C} R r�ER c f 1 a rer_yd..TAF ut ' �-1- -- Ra r/�� T— 7 ; e, ..,F • -• r4:••N,. "L\:.N' S , I , i 1 , ' I 1 • ,..,A r •• r. r..: -I II 11 I II II5 \27 `� I I D l0 0 , Iq I i u. , "!, •.•A, I.' I'-' . AI I © i INTERIOR PARTITIONS II I1 il II j1 ttI S X /'ti Ja • 1, 14 • a AN: r pa4p... `1i ...A. 9 • ' 34 () .i! RE RE: a. 'E�' t s. v.: "a•.-aN t.;•*�, [-----”' s r rA. • it II - f.a 1 ♦ ... I j.' I."•` l. .... NT_ N'FK.Yi ,• •y�v rM65 .....-1,1e Q,1TL: '.aR• 'a O O O • L I r /� r I .n , r � •••.- . ';.'F .i/v 'a.E•A . 1 R P '-'F•A, '+'.2. .1%F SA •( 'S7 t !• N iII----l' I_ ..I M. ., • b. . .. -A.. �,r`, 5 A • "F • FRE::''F '',' ,r' F54%.6`. •• ' r! A ® O ?�Fii ®� 1 r i� I • `.. r APED 4WD SE A.C.^ •cam .+AJR A.�yE`B..• x f t •4t• I ' .1 • E , I?� 11 / r • •...A� ,♦ ,� .I.I .,.. I' L., :: - % ..k. '4. . :'F 'NI tw' .. S :�E`. AT REA.`t. Rf:' N 'r . .il (211 -a, ROLLI 1 F @,....8:...----- a� r� .......t...: : _-:17 $ 6 p ,30T13y 30x40 N K I U'S' S STORE HVAC MEZZANINE PLAN )fi . '1; :� • � ' A �<- N Q: 3 _ 1! • $ :,.: •'4••:. A'..►`7 • r, _ •'A. :. tip •, ( ) + 1 I 3 tR' 1 n" • SCAR r', S.. •r . Nr, "IR' 7r ... S fi. ` _[„ :.4 RE 2.Q-:. ti,"•! DEMISING WALL NOTE II t �2. • w ".� . ��••' ' ' -- E QII FIXED I 1 '.. +' .: .s• N'.• .�j*. 1� -+w..t: Ah{Rd'� 'R! rF! '1 ' r ,,. J DEMISING WALL CONSISTING OF 6' METAL STuDS(BY G C G C TO PROVIDE 5/H' I• 1I I EXTERIOR PARTITIONS N h. TYPE 'X' GYP BD FROM CONC SLAB TIGN1 TO DECK ABOVE (DOTH SIDES) G C (j.4), It lf0 INCLUDE FIRE SAFING IN ALL VOIDS AND PENETRATIONS TO MAINTAIN A (I) ?� } • 1ROLLINCi14OUR FIRE RF�1ING PER Ut. DESIGN M U466 111E G C IS TO INSTALL SOUND ( r , 0 C',-. I P. "t A M CD DAMPENING MIT INSULATION IN FACE STUD CAVITY (Trp ALL DEMISING WAILS 1'7J E1L ak, ', N !Ti OR 9 L'E EY'F 4 4 N 5• "; LZ a � � 1 30r SEPARATING ABFRCROP,!!IE SPACE FROM LANDLORD SPACE) TrF ) J I :''FNS.. .1 r,5 5..Ea Ni. • "x' A, ..A,155 b,' E; '..!4'. Q . O I r� I • • ' ' ' __.l w 'FR OR PART ' ,r• E', ',• NG Et'ER w onu' V T in "FST, :•'1 ': AND NS'AL ED D` .AhD.;RC .C1h'RA L1 Q ei9 � � a ...,,"'r NC'ES ENERa. CONTRACTOR TO wRAr' . C'EC,; '•,RA. Q� l wI N ,EASED SPACE w'TH 5/A •- e, , f1()AR: .of • IRI ^ Z Il p I ENC.175,RF -' E AIh REOuIRt • v:. a5 F5•A1 5 , ».E` !1` — [] - ► r WJE o _ l___ I_. CONSTRUCTION PLAN NOTES U cc i• C fII3) `t j STORAGE PLATFCIRMDECK CONSIS*L7:04::Eoc:: ;0Fp:AAi:N• ! :`F 'A . B/A', 6 Q6 [5Ak N N 4!, 4 , -J oCC (j l (.. 2,), TI :00AtILSDITS ,I� uA ) •• I4' OC MAx w''? E AFt' TNI I A�1 I�OLLIN� l RT PLT CBA ) DECK UNUFw' I A N, f E F. "ETA. .,.'►'vER G..AR;15 c,A, f .�, (n,2� III 1 I "IF c NSTALLONELAYERC 5 P U 'v(Jh `•A.E`� AREA :'r?'.4D'; NEI LN �' l -),; { - r 1 ► �'1 OTTOMOFJOISTS REFERTOUE '•+ . F/AI?E• DE 'A A I', FDR N•.'A, ,A• R NrORMA' ON '•N U Ql , rrI rr r r r r1IFGUR ,aRNf Ra r Arr, A' :r, JCGUQ9 ON C;OI-�I"'N _ ` LLL��.�� l 1l?) STUDS TO t/2' !PF FACE OF COLU1-'N DE^'�'IV (`- 'Zl 1 , 1_. r L 1 WS� MANAGER'S •R F, F r : E AA Sr' — w l.7 N Cr �S l?? Lt I�ANA4EFt'S DEf•K 10'N 4H'. 4?'•- 30'. 16'. I 3/4' n FIRE EXtINGUISNER ?AIOBC SIZE/TYPE r'ROV'DE^ / 4 1;•,. GARCY FREE s'AN:"N<, SNELVEb 1 -(� • 4'-3' 6'-5 3/4' IH'-6 I/;' �.l INSTALLED BY G C �(�l „`RAW'NG ',iBf REF IR '. ')E'A :. E/Ai?g O � = i � . �2' S I/2' (`4) HANDICAP ACCESSIBLE PLUMBING ' r'URES REFER �C O W Q = Z " DETAIL D/AI?5 AND PIUI'IDING DRAW Nt;9 FOR DE'A ,'. BULLETIN BOAR: 1(.'. 4A' Eli'•OM OF BOAR; Tn Af J 0 ; GC 10 REUSE EXISTING 'APS MOUNTED • '4' A r r '"Afit•ER Ht% .X.A'FD A'+ m Z Q 0 I: 1J EXISTING 4.ANDICAPPED GRAD BARS REMA�` DOOR TO ''.A,E'", ARIA de 0 3 c ?? IMPLOYEE ACX KERS J! 4 DOOR ..,NITS 45'. •(+'. 0 O ' 0 F (-4-..i G C 10 INS 1 ALL ?4' . :4' F l OOR HIJUN'ED r'�OF' CC U, 1 1 SINK IN EXISTING ICXATION REFER TC? r;uM(IING ��; ,.,p Z Z4.� h . \' DRAwINGs FOR DETAILS l t LoYFE ckc.rwAVE nNt. Rt RGI kA''OR U Z H }••i ( �) LOCATION Or DREAM STEAMER REFER t0 PLUMBING 1;,141 aDuL's STORE LOCA'ON OF TRANSFORMER nr. U WCC In AND FIR- DRAWINGS FOR applroNn. INIORMATION PLATFORM • SEE f.•E.'.TR CAt_ DRAW NGS F^R co Q .'� ADDITIONAL INFORTaAT':"N QLn 0 i I c61 FLOOR [)RAIN FOR DREAM STEAMER REFER TO ( KID'S STORE LCX:A! ON C,FTRANSFORMER C • .- .. PLUMBING PI AN FOR INFORMATION SEE E.FCTRICA' DRAW 4.445 r OR APD''IONAk N�,w'•: �""� (4111 LOCATION OF WALL MOUNTED HANDICAP NI-LO - ACCESSIBLE DRINKING FOUNTAIN REFER TO PLUMBING G C 'C BREAK FRAI'•'NV AROUND COL u"'TN OR P r'ti. Il DRAWINGS �2•� NON-COM Ht IY r N(. AF, RF:OUIREU ^E E ' r),–,.., COJNVEYOR CON'RoL RCN DED I •NSTAL.LE' B • • CO) ADULT'S STORE LOCATION OF TELEPHONE AND (('' CLJNVI'VOR Hf ^!ANuFAC.',1RER � ( ELECTRIC PANELS (SURFAGf. MOUNTED), REFER 10 C. 1 *I FLFCTRIC.AL FrtAWINGS FOR ADDITIONAL INFORMATION CONVE•OR BE_ ' Assvirt.• F•RW'DEU 1 INSTALLED PP II KID'S STORE LOCATION OF TEL/TS-ONE AND ELECTRIC 'C CONVE'OR MAN 'A; • ,RFP PANELS (SURFACE MOUNTED), REFER TO ELECTRICAL PREP STATION t,1, * Y DRAWINGS FOR ADD'T ONAt INF ORMA T ION ?°I� F D lir OWNER 1 N5 Al t E D A G 01 ' N ADULT'S STORE AUDIO RACY REFER TO ELECTRICAL (1 METAL PAN STAIRWELL w/HANDRAILS EA SIDE PROVIDED ` y ? 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P-IQ rr'v rCONSTRUCTION ABOVE EXIT ?. 102 ‘12)A I / l 0 0 0 CORRIDOR FOR ADULT'S % I - 5T..O E u'/AC EQUIPMENT - {?j �- - ?� - 4?i - - - I '1 REFER To STRUCTURAL �/ SuEETS FOR FRAMING 11101 --E" ADUiT10NAL INFO ________1 ( J I 10 ,. I - 1 `✓� 0 I 10 _I' - I ' I P I +. !:1' A• l; }r �i NE OI A. ..K..EA:; P-10 OI I atxtiE b P,-I ( 1 i 11 . NE OF Awh NG TO M i I �_' M' t� - y i; " ` A / ,, PROV DED By OwNER 2 44 1 .► {.1 P-q - �I f! i --h. . q -T' + 1 / --�-tom 11 1 I �'-4 P-10 Ip'-I• l 1 .EASE . NE Cv �' :.\(''.1) A r ... v �Q l .. (rACE OF 9YORE•ROh•; F-----4 0 I1. I ( I1 I 'O.. } i. IskI % CENTER. NE OF G-ASF •Z Q O j WD TRIM I �� i1 • WD tRll-I I ._J QA T 1 T 1 i i . .i, J _ -1_ 1 1 ar-=------ l f- 0 p_______.__ ._______________._. ___F - ? 0 ! � 0as Iciif z _...1 _ _ 7Uli w a ___ 10._1,. 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PLYWOOD PN?�U 55 NO EU L7TNERWISE na a a7 `f L7 �, S'ORAGE CRiO Oh EXIST NG DECK, — - , j REFER -0 DETAIL M/AI?• • Ll- Q ~ C7? ~ - } ^` - - -- --- Q,l O��MECA AM rP ) LINE L STUD FR NG (T ] j • kil G C RUN FRAP+ING ACROSS L.11Al: 1 f V'ES1U L tNtRr AT ' yip 7 r ACCESS PANFL LOCATIOA5 5►+OWN /3/4' M D.0 LIFT OUT I �' (TvPUL AA,).S FCS ACCESS PANEL FOR S'GN ACCESS• H 6' TRIM DD 'u" SEE DETAIL \ \ ^�'� - N/AI?? FOR INFORMATION DIMENSION NOTES `� e•Arwlp - ALL DIMENSIONS ARE r0 iIN 5►+ FACE OF C.YPjjM BOARD (A ' ACCESS PANEL DETAIL N.T.S rl _— . REFLECTED CEILING PLAN j , i--- SHEET A 3 . 1 ,111.6 I ' LEGIBILITY STRIP 4 !1 A r Till!111111111111111111111111111k1 I3 01v 4- iill , ~ dx . ....:, . . . . , , ,,. . .. .,.. • . . _ .e , . . .. ,,= . . 4, - tit3lrr;., N 1 o @._fl.)---- ,.:::: V11 i 41111114 i Ii • - .a, [MI.* I -._. .t-- 0. _ --.-. ? 7 !LS' START TILE ., ri � t _ . - _ - I 1 29.3 = 8 H ,i, _, 0.4 { 0 1.-., 0 -0° L . 0,11110 7 • wMING b�' 4TCINDICATES 1• I BD CEILING BEL CW DECK r , I V 41 GONE t +I or ABOvt f ,. -1 .1. ♦ ♦ ir 1 r 1 1 S M 4<j( (C)' I I I 1 P. 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O t J I1-4 RATED _ CC (111: �-{ {,f O LINE OF wObD TRIM At CEILING, PASS EXLT I �' • U lLJ LI) Q , P-2 TerROUN ESS NOTED pT►1ERWISE AND FALSE SEAmS - PAINT CORRIDOR � • I, �� Q .,� O STORAGE CRIB ON EXISTING DECK, I Cn Q 3 rn a- ` REFER TO DETAIL M/AI?11. .1.• $'ENE 'RAT IONS SNAIL I. , i r RF CAUL KED AND SEA,ED I I , 'OR .+R RATED ASSEMBLE ;)FFUSERS ARE TO 11AVE _ DIMENSION NOTES G'�+OKE ANL) FIRE DAMPERS — • i ALL DIMENS,ONS ARE TO FINISH FACE OF I i4.4(°\181 GYPSUM BOARD FINISHED F; I ` \•\� ti - '- -- ` 1 N GENERAL FINI$N NOTE I REFLECTED CEILING PLAN >~ E ALL CEILING TRIM / CASEWORK TO B[ PAINTED P (SALES A EXIT CORRIDOR SECTION 3'16 1'-0 AREA ONLY) U N 0 SEE INTERIOR A ELEVATIONS, DETAILS, ET(. i05227 SHEET A3 . 2 .♦.,.., r. /4 I F OINIt.IT Y ST RIP miiimuimmimil a r• . �MA1_ • • 6 1911111111 1 ,0 ( ia) .) CM-M) yembraimiU V ' �, f •1 r011140.4 1 nt i E. ---- . •-•- • ( --- j 1 Q J - -1 1 -- - 1f 06 r 11 J _� � 1 , r- ---� I 1 •.• �,_ _ - - _ A --- - i,y Fi Qii►- a ...) 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U 1 �� _ �_-_..* —� 'I ” h n 5EA•"5 REFER F'0 BETA , "'A, I j —�--� _ -- _ _ r L5 BE4C>h x't S'4..t. _Rk 4q1'.E wEti 'Q ~ J ADD ' ONA N 0 ► 5' RE 9E 1' a ^ i 1 - ;,� Clj I �~ --t- 5 9'OREFRON• SIGNAGE- SEE 9*OREFRO►v' `YJ55 B.E Cn 4' 4' l_ 1 _ _ _ ( DE'A .5 9 GN SHOP DRAWINGS ASV "AL., a'E: a ' ' r :v CD _11-3-1rifi f < I' -- I E.k. 'R:4. DRAw!NGS FOR ADD ' DNA. f•RC'EC E SN E. : tiS A..t Z Q - .l) til 4...A. ON 5'A RwAY .PALL "`►' A., 5'a A. Q O • I.'F5 �titi DASHED TO BE MOuN•EC ` . kES, kE f ER t•_t' 'el A. CC il 4 TYPICAL LIGHT TRACK 8 LIGHT FIXTURE LAYOUT DIAGRAMS � R • Ia.3 - LIGHTING PLAN *OE E -LA��R'� .1�' ` ' � z — :41I1 '4" 1' 0" O KIARTNG 'O ElfTOi , -- S Q Cn ep0Falt aiC,►,T - G,P _ . O • O = c->_ nrlGgl i !' s ' liJ CV • ,4' (`_�� SPEAKER SCHEDULE --� a t� • 4 `� AuUIU CABINETni + , (S °� _ ? R1 Lit I BC E 161,10"'IONA•ON' LiCoe CAW.' OP1"�ti. 0 = Z Ir IaIx•UI! "k7lAr*ED n�CEIr Nb •o pE i•AR' O Wcn pbff e, Arr f �!N0, !3 DIMENSIONING NOTE �{ D °PEAK ER 'APPED AT ,5 + c, a►AL. a,tplr•�•aN 4• .A•a &SIN w4 Om QC7• WATTS SEE SPEAKER DETAtLtx'4(+Q JWG•:ON pOx 9E[ p M&G't ''C"''Atm O $ WI 4 Al. •I 'E vSrr,•, M4f f'''`W, 'vI Of TRACK u F. t F + •,,s„ . -�OTuFRw ;F �wTFD7rTu�tE C ACE Of GYPSUM BOARD UNLESSOR SPEAKER TAPPED A, 3 7 ��. IOr „rT` tY11 O �- wATTS 5ff SPEAKER DETAII ('Y 'I(:Al I '6H 'IN(; �� I'A55 1N11011(',II•' � • �� , ',ELECTRICAL FIXTURE SCHEDULE II SuBwOrirFRRECESSED IN TUE tiCAI f NUr 'c) SCAT! �, , ,,��' q �- J2msy o1 DEBCRIPTIQN 8111100[ DESCRIPTIONCEILINGbtE5PEAKERDE'A' CENTERLINE OrGO4 RECESSED ADJUOTAEiI[ I 11SIGNNON-SALES 5PEAKER TAPPf.O D15PLAr WALT A,,,•1CC WQ 00Cr ''4' OO DGJWNLIGNt --� �.' EX (SALES AREA) 5 14.4/TS -- - T- OO (7 .1 -- I CEILING MOUNTED 6 1 woo 'RAGx Q 3 Cn I- ilj .— RZFCR TO ELECTRICA; DRAWINGS T SIE p 4h sow.IGGF••�N• I„ 11 v; L F OR MORE INFOFRMA' ON .r— I --_� RECESSED S AUJUSTAEILE _RECESSED EFIERGENCr is' } Ip' �9}4' 10' + IO' ` OF E"'ERtf*C• ,Cs�' c Alw YEe ( LIGHT (SALES AREA) 1 En E� I I A�EXIT SIGN DETAIL- CEILING MOUNTED © - IGHT RECESSED CABINET ADJ , CEILING MOUNTED • SPRINKLER NOTE p 0 0 0 0 0 :: t , DOWNUGNr (BLACK) ti ® EXIT SIGN i EMERGING." _1 -.1 IT RECESSED CABINET ADJ fV b O �_� DOWNLIGHI (WHITE) ( ) SPRINKLER NGDS IN VESTIBULE TO BE 1 4 , R • � LIGHT NON-SALES AREA CONCEALED TYPE, COLOR TO MA1GH ,. ' WITH OR WITHOUT ARROWS i t ADJACENT iINISN SPRINKLER NERDS IN 1 � � � li y' l CABINET TRACK LIGHT EMERGENCY LIGHT TYPICALLY LOCATED �Xh- SALES AREA TO BE SEMI-CONCEALED TYPE, (NON..SALES AREA) BETWEEN ADJACf11' pit)likilliji COLOR 10 MATCH ADJACENT FINISH 1 el. 4 j' FIXTURE TYPE SPRINKLER NEARS IN NON SAI ES AREA TO LOW PIXT�S 0 0 • Illocic,/ :lar , TRACK LENGTH RETURN AND SuPPt r AIR BE STANDARD ELUNOMY MODEL SPRINKt ER Y.( 'NDICAT!s _ - E.' I TRACK LIGHT ) .SUPPLY AIR DIFFUSERS REFER TO CONTRACTOR IS RESPONSIBLE FOR 1 YP14AL MGH TING ® "f)ISPLAY WAl l S•• T Y�'. E Mf 11G IGH{ r ; Y(;, ! YI } ' __ Rrr.,zAecu MECHANICAL DRAWINGS FOR SuSMITTING DRAWINGS FOR PERMIT 5C ALE NOT TO ',('All ti; I NO' A I c q,t tin' ,I A. I 1 _ II / Amt v -.—>� CW4WNITE FINISH SPECIFICATIONS SEE LOCATIONS OF AI-L HEADS SHOULD BE 441- `.4 -} r� !' ABOVE FOR PROPER APPROVED Br THE LOCAL FIRE PROTECTIO 1YPI4AI. I.IGNTIPri NOTES GrE'vERAI. Rs.u.E9 A; $ITE B,, • GADINE1g / 05227 TRIh� dQARO . , \ Cz BLaCIc FINISH RETURN AIR f�PAcING Or r ICTAL BEFORE INSTALLATION 4 ,•..• _w--. --_ Pt AGEMENT Of ALL HEADS MUST BE DIAdItAPl6!M1011N AR>EFOR MTLN ONi T ME Pi 4N►OR .c.• JEE PER W4L 6"4NUARL 4' GADI►E•i SHEET I DlIAIL LA19 - TRACK LENGTHADDITIONAL nPOIR1AtfONr • I , x • EXIT �, Rterle[D, INTENTIONAL (I E IN A SYMETRICAL •Wuxi A' •E pule' GADN>ETi ARE 'o ErTE*ID +. PMT FINII>w• MAIM) GC TO REFER TO ELECTRICAL DRAWINGS FOR FIXTURE AND LAMP SPECIFICATIONS PATTERN, IN LINE WIN CEILING FIXTURES EDGE OF GA81/E• ALUM 'N'ERi" R< EL, B, a,TNG maemhalr Gill 1 E'KI7 ' FRONT TO BACK OF THE STORE AND I •ALL TRACK LIGHTING iTED MOi �llh 24 DAMNS)'0 BE SPACED _~ - • ��`__lc. - ALL DIMENSIONS ARE FROM THE FINISH FACE Of WALLS w A rl 1-V OC LF4 FM NOOT►ERWIef OH PI 4N OR A6 ND�CArED Two o MEr�lP T 'TED E7• Cr,.NC, •NANS''ION ARf '0 Elf �..D II' ,` . 1 _ • EO EO CENTERED BETWEEN NESE FIXTURES) Tl1•KAi LIG�TfG LAYOUT pIAC•RAMr OF 11 — ALL TRACKS HAVE LIVE END (INVISABIE) FEED, NO JUNCTION BOXES USED l ps C•'P BD 'TGE HEAOFR I,FGIBII ITV STRIP I' 4 '' A A '' 2 4 4 I r I I I t,, 0 - v • ' II f, iItitTil,Y114iW2 .. l!,'LL l../.l„�I4:4Liia„+64Jl,u..,.i, .l'., .' 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V 4' �'� % 4' 4' ( Q • l',m N • SPRINKLER NO IE SPEAKER SCHEDULE a Z co Q • -t 4 4 1 4 n r 9PRiNK.ER •+E A; <5 , vE`•• N, ,t • „ '‘t --� Q CONC.EALEc "'"PE OR - `"A' �,, Cl O ACJACEN' t N 5.• SPR NIL_ER •f-A ia� SALES AREA 'C HE `,E"' :Jr,* E A. E ' •"° ( 'Ea.t,• A'" cr 4' 4' 4' COLOR 't) "'A'i.1, A:;,At EN• ' N 4 I hh SBR,NK, FR ..t N VIPs 5n, f`, AREA (. I . .ILLI ,t v ,,,AFI�'!, Z CC • U I ` BE S'ANI?AR^ F:.O►vl► 'E wv ti•. F v E E ' Q I I CON'RAC'CQ '', R('i.t';I►,i':.Bt E ''"`�+ .ti I-- _J StiElr' ' ' Nt, ;?vAw NC•'i 1;>t\' I't le' ' , F1r.,x`s 114-4 vE = a OCA1 4S .' A.. •,fA;�'' `v.CM . EBF t E 'i"E = Q ____il11 Il N Av►ROVEC D` ''•F ..t A. RE PRO'F, Q sod �.. O11 . OFFICIAL BEFORE ti. A,,,A' CONlimui tit», •,AAE ,,.'v J � Z r -- — PIACE*IEN' ..F.A 'e ", 8E WIFE"?E v n F; Cr ac 0 NTENTIPATTERNhA , '.E v .,C E'EN(• cAX'�RES ! ll. L7 N r,R "tt�RE tiF;?R x 0 oa ? Z a' t"Rt`N' ':` BA.* , '•af 5'•SRF ANI` i F'.•FRF. er'..EF. '•Ect 1 • v!4, 11 0 u .J IA' 0 Z C) DIMENSIONING NOTE LA. 03 O 3 uj cc Au DT-INS...INS ARI !ti'!v ti! ', •v.s • 0 d 1_ • O r ; O1NFRW•'E NC"FP Z Cr (' i Y ELECTRICAL FIXTURE SCHEDULE a o ? cn n 4.9 H \I 1 , A I SYMa DESCRIPTION SYMBOL DESCRIPTION W W Q W 2 Cc �� `� . KtGE55EU AD.a'S'AH,f In _ DOWN"lGNT 14 Cl) Q 3 rn 1-- 1 A RECESSED ADJL.5TABLE ' DOWNL IG►r1 ' k t t LAG., RECESSED CADINE' AI)., CEIL'Nt• 'tujN (P) DOANL 1647 (BLACK) } I 1 EXIT SIGN / EP' I f *i • RECESSED :ApINE' AD, •1 �' I IG�I1 (NON-SF' 004NNL'G'4' (W+•I•'E ) WItLI OR w!ri+C> k nE ' .. ♦ ti . 47\ CAd•NE' 'RACK . G•4' "F Rc•ENC' 1 I44-4"x , `)1')• c,A,.ES AREA i Ij' 1F %TAU 'rPE ENG ^1 �. t RN AND Su �� i 1� 'G,1 . A v F'Pt ;1 A R ' �,;t•t•, • A v 1 ,SERB REF.Lit 1 LIGHTINGPLAN w(T)�I �Y1 c ttHANCAI ,.NtAro'N(•\i L .. 3/'aw _ 1' Q' �04)W1117F riM!.iN 'iPEC (A' (7Nfi 'iFF ^". '��05227‘t, j r 71 F9l.ACK c Mr* ABC'VF r:`R PROPEL' 1J 52 2 7 il � t+E'uRk Asti •-rr' •;r, i 1 'RAt:,K lfNGtN SHil T 4C rC` WFtEv '7 fIF1 'RICAt DRAW:N(:5 r'*+ ' r ' WI AND ,Ar�F' ^,PE( r - -'1W Alt r.),-,r N,,"IN', nvf vr'1M ruf FIND►. FACT [X wwl l9 ^ A. J• IF(iIR11I1VSTHIS' sr ,,, u�rriiµ.,...,.dLtuµ•;,y.wji ll�ii.,ilii.:t.i.,1.fL.Li11� 41,1Et111 , iI�,,I,II ,IIl ,(Ilii, i ,'i ,I-_.._. .___ 3 1 ,,, .. , 1 i•' Ir i '' i'e !PIPIFIP.— , . - — — - - - ___ - - - - _______ `` - —_--�. —.......'..`• •••.-.'.......". iRR) 430PP M) V N> o 'No I aaaa . --I CIIIL4 - i 1 i 1 I TiliI 1 1 i 1 1 ii 1 ! ! ! , Qi2i ., >` it 1p 1 c__ „ I 11 i P ? __, . P ? I P-? O <74.)i rrP C_AE! DA9E T rP GAti tiA:,t T rP (.AH t�A5kw -t ..— A/ i, I AT ' 4 1 o r o ' MENS $3 L .. .. MIENS #2 MENS •1 rill:::) Y 106 104 , 102 , .,, W i.wH/P-q r. SF-I/P-q al CP-10 < z) B WOOD/P-? 7 <4% B WOOD/P-? iA_, A7 B WOOD/P.1 A 3 T P-? T P-? T F.. 0/- u.,F FC ? 8I I F F C 2 H F F C. 2 28.3 i �� + c:B SF-q/P-Q • t t ICS SF-9/P-41 CB sF -GI/P-(1 626 80. FT. SU S10. FT. 1 • . 701 S0. FT. ., u. 1 ASI A1.1 Cii) i_ i i 1 �, e li F <`( I - 1L L1_ FC-? ► i I I _ c...;) G ? l I l FITTING - ► L.0� I A.F -• ' • - i 4 '! FLOORING •TO EXTEND + ...._ l C P • ii I i / d FC”I UNDER CABINETS (TVP) FC I a T ' �' 1 1 B wo3D/P ? 1 i ' P 4<ill 4 ° 2 I .1 F T F FC..? so-q,.. ' \ ,/ '" / 1, N CANOE RM. f .N:,FW . A'i►+ ANI; '" - .0 I F .000 . 'ca Li'1•41..' > • lic CB N/A ic 107-107C :1 - _ 20080. FT I f I 1 , \ f l W 5F 3/P 2 •. r_1 C P •C I /E� A`� B 4:00..2 ID/ - `' A:/' I VI SI IBUI E : 1 � ) TPS �� 4 101 y F FC.-1 �' S I 1 CB N/A CC 4 t 1 a .,‘. ..)),4 N 072 SO. FT. (?) ' I ♦'\ • n a rn �. .\, • P j FG-+ F C. ✓ F . . .. M FLOORING TO EXTEND 4 IT Y 2, �� UNDER CADINE*5 (rip) I t SEE DE'A . E/A j �`� " • 235 SO F 1 ,� FOR �•REE!ER 1 f �---} — — ! DCT' ,.OGA' Clh l _ I H I V ' I L,�.. ,_,.1 { I2 27.3 Z i _.� . . i FC-2 C 2 II 1 I I I IL! 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NAME Cr m Q ap — I G w t1 CLNG 'FIN19.I SGNEDUL E' • RM. I I P 4 r -4 V°v.. .74144144(^'''F ' r c. Q CI) F-- I I ? ALL TRIM AT CABINET OPENINGS r0 BE PAINTED P ? P-i WHITE 644,64 GLOSS ✓V wA.. I N L, I P-2 F DOORS I UNLESS NOTED OTNERW15f I CEIIMG'R+►. 1•; ' (ERA" : ' t IO CUT LOCATION DETAIL I P-q GREW FGGSNFI.L A ALL TRIM AT CEILINGS, PASS rl•IROVG115 ANC) FALSE till B BASE r ti II ! BEAMS TO DF TAINTED P-2 UNLESS NOTED OTHERWISE P-Ip GRP FLAT •P --• ti 1 • I 4 ALL BASEBOARDS TO BE PAINTED P-2 UNLESS NOTED . . F k, 1 ONERIVISf STAINLESS STEEL FLOOR SPECIAL FINISHES Cr' C AN r Av ,,,, 1 _: BASE �,1 a . 5 IFF 5A4FF1 A121 FOR FITTING ROOM INFORMATION 1 DIVIDING STRIP TO AIIGN L WI 411 FINISH WAt.L A5 F V-GIlCJIDVf tYEETli/1' NCK' !i110WN TRIM TO PF SO. FT. •.,I„4, BASEBOARD '•4RClX4.4 Ou• SAl r.5 Aar.r. • APPLIED AFTER ALL 51 . v-ClllCCA &ARE' 'r4" 'NCAC I " F TI J ' FLOORING FINISHES ARE F1 EU N CONS'k'Ic.. ON DE'A ..S "'..-2.4.7-::` I U'1PLE 1E .,l 1 HEAD BOARD 9►4EE T .,,' . •.,r '111°.' r J. ,� vii- 06-if TE V,N 1. HA9E CODED NOTES I- ��' , •SF .1 BEAD BOARD PLANK (� I' 4 � �,' ' vF1 SCALY V NY, P1A5F �. 0522 7 O 1`iANS111QN STRIP ('F I All I l�, 1 FLQOR R!L-IPTAGLI, RIPER TO C.Q4l11't• ICTr(?I PLAN 'OR caw' h SF 5 FIBERGLAS RCINiORCFG PANELS (FRP ) `'. 4 , Silf I 1 .__. ` 1 I �NI()IIYIATKJM I Ill[.TRKJ4 pRAMINGt1 r AN CSI (1 1 r 9F i SWEET METAL PANELS 12 I GAC fIJIUAlICaR !!l NIA$IAT (7414411 c.41NT1AtTON 5 . 1 44.1- Q V GRCXVE s+ff• (1/4 ,4(K) l i I hrilfll IT %1 RIF' 11111111111111111111111111111111111111111111 *,t VI •• V Y 1" F e 1 1.11�.i.W1L...11i.�,,..LLud L:.Iw� . +.l.l.,A..l:.. . �...1i;.44, , ,. ,.I la.l l::l 4„I l,.:r,'..14tAlr..l,.i i.l,, , .... " 3 0 X ." .' n,.. 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'' 11 1....1.-4.../....i .. j LI 71.II I ' I""T�t-, • I I 1 P_2 DOORS I1► tJi ' , �� . . I FRAME 26.3 ; II , 1 ., 1. ,, H I 1 I I NON-SALES FINISH NOTES • i � FMaNEe WALLS (Ni RESTROOM _.. . i I T' .. 1 I / L- -' / i F' -4 WALL° h F INISNE S WALLS ' P-4 WALLS I - (('VI VP" ' F)ASC A. Z - ' 1 T Il I U 1 FG-j FLaX� '�..Ec,c. .c, 1 •.t 4[.. ., . `l C_) sr-s UP TO 46' A F F _� ve-1 BAsi I I I P-4 2x4 GRID BEA-- - - a FC-3 I DOORS 1L-. W r FLOOR i ■ ■ P 2 . . 4 A,,.. BAh!. I C� 1 1 FRAME I ;7%41204 51 Q � . x � P-4 GWD CLG I I 1 g., +E E ',..,1 E ' 41'; 041I•:Y r' '',,i�„�"A Z Q p_2 DOORS I t rRAME 1 CODED NOTES n NON SAI FS , i J CC 771><[-7, [i i"4i,f RESER ..Th'-•'Y.a. ' c>ti +`,nti �,� I -' J U.1 FINISHES WALLS • •,++ Rf,t - Q i .)A• ,.. 'MME I.EL'11.‘.A, !Ati r+44.. ,iW ; I A• , ',).A Cr r fla 111 VD-I BASE r 1 ,!! : ! •- A • ., �S p = Q (n ll Z 0 E az FC -3 FLOOR I I l P-4 Gid CLG • `� (f' ��l' ' I-I DETAILS FINISH SCHEDULE (ABBREVIATED) Q - W O0 N• [ l 1 1 1 l 1 1 , L 1 , M Q 'n -.--2 DOORS 1 PRO'E FD I APP; E[) N! GENERAL (.". 4••'• - Cr ` z FRAME p A N T (REFER TO SPEC CA''ONS St-If F" Al' SEC.''ON C PAINING AN[' F'N S.•,N<. 0 W 2 = +, P I W. T E E C.C. 4E L, " J Q a I-.-...Al SAW CUTS 1N CONCRETE COL . Z 3 w FInOR TO ALIGN WI TN P 2 WH T F NIC.A4 (i,O59 0 ;,r 11 rMls4! WALL TRIM TO DE Z Q 3 0 I ____N P 3 BE TGE FC.4%4ElI U = 0 �� I n ~ APPLIED AFTER ALL I — I!I iL 1 F LOORING F INISPES ARE //�\ ) COMPLETE r-.E :,: ::L CrRMNAME RM. >lK w aD a cl IC •a •• �• Q 3 Q't �- 1 i'•6 WHITE NIGeI Goss 'NAL.( F''v C r�',Llnrj FIN r< .5 C/� SAW CUT LOCA TION DE 1 AIL q CAP' EGGSPELL /� N ! S I B EIAc,E F'N `� P 10 GREY FLAT . 1'Q•.., Ir•'V rte• ' STAINLESS STEEL FLOOR SPECIAL. F N S1•�IES I' K F w l If , DIVIDING STRIP TO Al IGH CH GAB ° ti ✓N"•- •- EI-lSi.. - HI 41 FINISH WALL AS 5F v-C11!?OVP yerT rIR' TNICX.) li s4EOWN TRIM TO DE SO. F T. APPL IED AFTER Alt rKIOG' PfASfl1CARC� '��kC7IKsi+ 17( '+A.F5 AEtf A A SF - v-CAROM, 864ETT(VI TWO(' SPECIFIED IN GONS''1,!c ' ( .)F'A .S H 1` FLOORING FINISHES ARE �� COMPLETE gf .j HEAD MOARD SPE T r, 1 FLOOR AND WALL FINISH PLAN .( 1 '), , 11, ,,, V° ' We- fE VNTl BASE 3/16' • r D. 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FT . �� -F:, FP„cti ,' 2 3 SQ.�— - �i >�•i U• Il 7 (j 1✓ -- , lYW4f C I1 ) ) IMAGE -- - - - _ ,� MIRROR I I HALL MI () U) I►' I I ll �) ) �/ Ul / - 1 r5 I I 5PLIT 2 I { c _l_ 1 1 i �7 j� 1 1 I ) I I GROUPS a �,r , I ' s i l C (N 1 1 MIRROR - / .1 �9 I ) �) �y S III v�” II �6 -4- a ul ) 1; - �. li) 1 1 u• l l 1 I I1 I I 1 r 45 - " r) " TELEP�+ONE v' I l) a til / \ r I MIRROR i -- - --- - -if " o — I ♦ -- ! _ r U) ') u / r >xs MIRROR u+ 0 alI 1 �� f=-=� -1 I k) t 1 �Y Q NI I � I I �., I(Y . rAC� �) fi I \ _- MAHOGANY CABINETS H ____, ,•`. 1 r; ,� 1 IMAIj I �►fy I r-- - _1l I Ill , -) WAL1 _ -- ._ BEN_ __ I 1 1 I I I . t l r. _ I f , -1 1 _ -1 1 iM 1 1 1_111 I c) t — 41 �-t--r f - �. l r _ _ V , , ! ! • 1 1 r I 1 —J �- ; ! I MIRROR NI r----T r r ! ! - --•----�- I ^IiRROR AI ! I N Cr; C) II 1 o v I I I I I !t ; !! . ± I I I ! I 16. ik Vv OMENs tt t WOf''1ENs3 q00 SQ. F' . r '' ` , 81 SQ. FT . �' WOI"1 ENs tt< <� �:c) ,�, rpt } .. , q 1 o .0 701 SQ. FT . o I ( 1 ! - � ) ! ! _.._ . : 7 CASHWRAP I .� I i 1-- I. ----,&.., 301 _4 I 11 I 1 i cn • 271 -1" ; ; 241_q11 / ,! L. Z U 1 I . l 1 , ,._•_., z --- ----_ 1 SIGNAGE t IMAGE -- -- - - -- - I I — --- I 1048 HANGING FRAM Hiii ( I 10xcn _ l _. 1 �� - LEDGE - 1 _ 1 1 I 11 l -- [._i_ _ I ' - - - - � ,;I I r� . ( 11 ; r, 4 GUNVEYUr< U ' ( )I l ROL - • / I"- W KID'S HVAC i-- Q i i PLATFORM -' ABERCROMBI E KID'S STORE Z ; a 7 _ ABOVE I I L,V = QCn +3 U - - - \ i1 W � Zc� �� ( / "� DC LL W � N - \ II —•--1 d. Q L7 ►� } Ill H / \ SPARED EXIT CORRIDOR , , w = Z 0i - - - �� EGRESS TO 2ND au O w a o I I LEVEL STOCK ROOM 0 3 w Y " a 854 5Q.FT. u_ o 1 PRESENTATION ITEM NOTE Oc: C� Q I I I m (� 31....8011 �► { I f'vAT ! RFFER t0 SHIFT A111 fOR INOfAI A110 �- U -- (/) 0 , INSTRUCTIONS Fc)R PRI ITEMS w Q 111 I COLI'i.MEt1'r + •l fl Q < (1 ;mil UNBAR ` Ir-1 M IN U� (1 SrAIRsI "' ABERCROMBIE FITCH #972 co 3 c» F- ;� _�11 GRC,SS s .ft. = PRESENTATION PLAN -j_ , -- q 11,247 sq.ft w� �, t +, ----r- • -:\ t>� 1st FIr. GROSS sq.ft. = 7,824 sq.ft 1 ♦- 1 c� , . . i 2nd FIr. GROSS sq ft = 3,423 sq.ft f. ::'AIRWAY WALL ABOVE . SALES INFORMATION SHOWN DASHED SALES sq.ft. = 6,853 sq.ft - 1st FIr. NON-SALES sq.ft. = 964 sq ft SALES sq.ft. - 6,853 sq.ft. ‘ t ..._ , STAIRS FROM STOCKROOM , AREA ON SECOND FLOOR. 2nd Hr. NON-SALES sq.ft. = 3,423 sq.ft MEN'S SALES 2,fi4�t sq.ft. = 517. 1 SIA'RWELL AND EXIT *972 STOCKROOM sq.ft. = 1,782 sq ft WOMEN'S SALES -= 2,540 sq.ft. = 49 /. I TAI 5 UP CORRIDOR IS 1 HOUR *134 STOCKROOM sq.ft 637 sq.ft VESTIBULE - 245 sq.ft. r� 05227 + 1I i ASSEMBLY CORRIDOR / STAIRS / ELEVATOR CANOE ROOM = 996 sq.ft. = 14% 4-- - lir -- CONVEYOR AREA sq ft = 1,004 sq ft FITTING ROOMS = 428 sq.ft. `SHE— -- _ ET A 6 . 1 . 1 ..... ,. LEGIBILITY STRIP '1 t n r•. 'A p 10 11 JJ :.I . J 1n 3 1 ... X III r l QI 4Mw l ' ill lqilWlhlll11di • k • r "' M1M''....9'Sr>R'1ABMMMVMI. �. •'! �InFwMA'..Mi1FwIM �wr•1h r,ww+ . .,. - • Ts TVIZ • 11111111 Lall...1 .' I ; CONVEYOR i/ CONVERTOR _. Cddl ROI ,/ . `.. Calilil .. E�� t j . ' r 'mail1 PROCESSING BENCH f a0 GASES ILF KE 5'G j I - REFS MiCRO� j �I Jog:) 4 H :CIDi _, IF xEc xFc 1 pDPI W, 30r 3i� 3011 r 34,, '3Dr tin; I 0 ••, . I 1 1 i TRANSFCJR..,E k 'A' ui MOV— 1 i .._1T-iJ r_.I 41 �`+dl n ',I: ) 1 ADOVE I ► II 0 - - ADu�T _I I 1 ' •, E_ECTR.0 9 EM I i _y (Y •._ ' J U Li ROOM' h-1 i i 10�N N I1 O 3b 5C �' �_; AuDICF E 20 SEC 20 SEC �r I� ____ a STORAGE » i 1 J (�/ to DECK - tY Pel - .__ 1 1 ---—1 Imo.. i ABOVE , I �� ADULT S STOCK ROOM 1 a ' _ • X011 ,.:. ,. < Pu - -- - . ., w 1 , 223 SQ. FT LAN r$ I um La1 -- .rte —_.x.0 u� 'I (2, 072 LC STK. S� '�. � I IY STEAMERt _ • PREP ( I u) K STATION I, (� r • H Q a __I T-- i ,f_ r Abercrombie t Fitch =P72- '34 — 11 r i. VASA+ NCTON� SQ.�ARE MA�� W �i- tf : _ ,� A . 1 ,Yj,, t, _11 2nd LEVEL STOCK ROOM C� 1 II i i EMERG REVISED FLOOR PLAN >7 I I I I I I I Ek' T I I i I I N 1 1 I i '0/31/05 SCALE 1/8" ■ 1'-0" tg --------1 �_ N t i' , 1r�,7�t~ 5 V ISFIVI 1 I , It(,I F - -1 IL u i` C.AblilEtS , 1i II Li I MEN5 '' I I MEC 4 1 OFFICE �/�IEQUIPMENT 1 I�; ,,, r �� b 175 50.FT. DECK I lL1..:_i.l.__. v I " CAI e►s ABOVE I ` : o li — — T i . . . L4-1.1 ..' hr—r-r--_ ,..s._ __ _) ,", Li_ ti Fel` ',), lsw- v iii, 14 1 : i : WOMENsIII (g 1 II II : ,, ___ �- - ) 4_ H or,rrac. a Ti:_. . • 5-ARS, CORRIDOR t RESTROOMS 1I FIXE 4 0 1 138 SO r T 11 1 I I – _ SON* 1 cpN— F Y KID'S STOCK ROOM z I 1 — r*i ' ' r----m i STG Q W s _.._ 600 SQ. FT . a Q 4 ;-- (1 , 211LF STK. SSV . ) a li i _� J — c STORAGE ' J DECK71>t1 REFR M-- O ABOVE Ell ,q 1 MICRO , I <X CC ,�, `' PIAN 'LME/ 10'N I Z DC 14e. r K� 15 E..EC —. 11 F.E. 26 SEC. I LU ll A 11I SOFT ' I , , w = Qa I P MOV ISL/ NANGOAR � lOI1K_l.TAtli] cn • T. .1 1 ._T T'_T_T.-.- .1 CCC Z --.. • 1 1 LL l 1 1. l 1 1 .1.. N, — - - --- ------ — _. 1 Cr C-D AUDIO o as D Z rn CAB MALL w o O TRI ANNEWORMER MALL ELEC. U. m Z 3 w ANNE STAIRWELL ROOM () oc 0 '-- 0 [ ' z cc c `J cr Z 1 — Allb < U W ago 0 -- -- w COQ ,r, 0 (J) Q o R. ABERCROMBIE & FITCH 4972 ---. MALL SERVICE CORRIDOR GROSS AREA = 11,052 sq ft 1st FIr GROSS - 7,667 sq ft `��."r -- ---- --------- - — - • 2nd FIr GROSS = 3,385 sq.f t �V �; PRESENTATION ITEM NOTE 1st FIr SALES r- 6,853 sq ft s\11 ,( ', RIIIR 1(4 144111 A1J 1 FOR 04111 Al l A4114N INSTRUCTIONS FOR PRESENTATION IIIM0 1st FIr NON. SALES - 814 sq ft e ) $ PRESENTATION PLAN w I MINIMUM DIMENSION FOR EGRESS. I 2nd FIr NON-SALES = 3,385 sq ft t' vie- : r-a• AtF SHALL MAINTAIN A MIN:MUM ADULT STOCKROOM 1,223 sq ft S CLEARANCE OF 3'-0" E3ETwEEN KIDS STOCKROOM ,-- 600 sy ft n5?? 7 ___. FIXTURES FOR EGRESS FROM THE SHARED CORRIDOR 'STAIRS EI F VA TOR SIII I I SPACE CONVEYOR OF ICE AR! A 71,562 sq ft -' nc) . 2 . 4, / lEOISIIITYSTRIP '1;44' 3 0 X ; rA '1' ' r' 1 I 0 V 1luIiIIiIIiuIuu!uuuuIuuuuuuIuuuuuIuIIuIPuiJ . • ' :'h,A • -."pg. ' - -,. - - -�- - - i.r L _ .1 1711, sr-9 6< X ' EF-9 yr Ra. p /--4.100C. 6.+u1'ER6 OVYFT ''4 '- A• 4 Pi, >.'F (. ... J 4 MLA t C•L 4ee o 9 Ca,Abd F V. 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Z Cr r G ELE1/AT101�; - O Q H '/L ^\ ._i 0 Q 0 3.. z r-, �" eF OF-11 ChM SP-1 rl,,p �., �, ,, 9 FINISH SCHEDULE (ABBREVIATED) W t - , F'-9 P-9 r' 9 F' 9 0•E P-S 0-9 I P 9 0-9 t 1 P-9 I P I I r- 9 6ALE6 / --- - p-5 Z rn I NON 6ALE6 PROVIDED 4 APPLIED D` :#VERA. � "'� � Z DOOR CONTRACTOR A REFER 'O ,- L o r j AINT -- �--,.� _ _ It- r l -- `� —�� T - e�cT ar c` '�aNc� e►.�G o—� -- P us+1TE EGG6NE.. Uwfl I I l I o � � I 1 T .• us+11E Nla•. c,L Ubb "'c ' POL 6►+E: F . s O ' G�tAPNIC Ab:I3Lgr..lbl t Ai Ili 7.1 ( P-' DE GE eGGe.+E�. L1J '- —fit CL r r-GRAPE+c-- r,: 1 uloOD FL ooR NG 'n D .I 1 1 11 1 +I I I ' P 4 I%a,ITt GEM! G`Ad FC-! VINrI CaMPOAI*E r.l F Z m Q C7 Q 1 ( � II Fc ; vM�l CQ`IPOS1TE TILE �d:- — Q Q1 h- �i I P-6 GRA. vl ...1 in . � I I - ' _ I P-• 4.71.64-;,.':•. Dees FC-, CERAMIC tuf Co �� f r- �. } .� � -- r'-•t" FD-9 S T OI 1E AR>!S(J1Y F C.cab..E. . , 40-LP to o u, . e m• N FRAf-1E FINISH NOTES W M �� ►1 AlAr".. KICK PLATE t 1 mutov'DPD D. OWNER AND PROVIDED DT oW'lER AND REFER TO DOA! SPECIAL. FINI . ES vIlt - INSTALLED D/ GC REFER TO N6I AL LED DT GC REFER TO41. DUCE p 0/4131 I ACE FINIF0-113c►+EDULE ON 6NEEI AE17 wa,�� G.�45E FOR COMPLETE •IN1SM SC' DULE OF V GRIOOVE 6.4EE' I I/2' 1FIICKI 0 EvATION 1 ALL TRIM At GADINET OPENINGS 'O BeDE uIOOD DASEDCARD TNROUD►+ 01J' PAINTED P 1 uNLEee NOTED OTNERWI6E64E6 AREA A6 6ftGIFIED 1a. eF J V-GROOvE rl4�EET (h4 /UM) cON6,118.4.'iON DETA,e 3 All TRIM AT GF It INrae P4S6 T *16 ANG PAL.EE MAI-113 TO DE PAINTED P_7 eF 3 DEAD DOARD SHEET L LEee NOTED O1$ERW'6F v8 W►11tE VM�L EIASE 4 ALL BASEBOARD!! TO DE PAINTED 0-3 6F.4 DEAD Dower) PLANK VD-7 BLACK vIN•l DAS! 0 5 2 2 7 t1NLE66 NOTED O7I4E111WISE FIDE RGLAe RE1►'FORCED •ANE..6 6 FIN1814 6F-1 16 ONLi TO DF u6FD IN OF-6 (apt?, 5141 I I cADIFEr ALCOVES ISEE C.A.15 .4.' 6EC1IO616 FOR MORE I14''ON eF-6 641E', METAL PANEL bar eb-/E E T 412 1 FOR - r,••NG, Room INTOR�'1ATION RE M V. 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E S T►41601.10i446 AND RAL Sr r)E AM6 TO `w •2 v-CaRpcvE 96*i ' .4 '••CX, WNW A AAS ECIf'E(r %0N6'1111.4.'C►•, CE'A.o DE PAINTED " 2 J'LEA6 NOTPD OTHERWISE !1s + Si 4C !!CARD S.-,EF' 4 ALL. ISA6E!l04NEA 10 !sE /r .r, •r . k.'. riA6F _ .. . PAINTED P•1 ALEN!. NOTED gr 4 MAC: DCARL) r-'i. K AN OrF1ERW16E . . n. ..,.r.• . . MAN' O '1:' ;' I • ( ' *N16•4 SF-2 16 ONl ' '0 AF ,y A I !Work A6 RE'NFORCF;:. r'Arif, t, USED IN CAEIWIET ALrl•OvVs ,SEF r Rt' ..tit 1 CADNE' SECTIONS rC,R ^'ORE IN*O1!"1ATION I 9F F, e*4EE' '"'E'A, r`4NE.P NT S►rCE' An l t=c+R i ., �r, h . C,RGJ'.4 SEE' 3 4 CIE. f ROOf'1 1400111P1A'.7N ' 1 1 I.Itis; 11 ,1 Int - , I 3 0 X It I I I C' d rr 1i f • C C -/, 1 w64,4.41.+41.11,441442444W41,41,4•..1 4 Lila hili 11,1 ILII_1 t.lt1t1G3.4uui114.1 j11,Iikki,41,41,11;'1 Lk,. , ....1. )., , 8 .,.,., I' . I, .P Ye - I - —_------ ----+•--- -. V N) • ....r CO (V 1 r 1t• CT M CIO) V 0 • rm. i o win r z a) J O W z :—., W = n , o I in 1 .O M 'n •v ).- w...w Y •- U w ,Z M t 0 in S W a f ., vl 0 , 71 V HACKLITE LOUVERED kNADOh :�At;►+E� Nt ti:` A t , 1 .LICA' ON OF A:.:.15'7, "ANL. 'v DASHED LINE INDICA'E5 APP Ox FRAME CLEAR OPENING HACK OF . G••• Ws kf l•E V • • LOCA IION O► ACCESS WANE. N i AROUND SIGN 14' X 14' ►. ^^ • :'hA• ',r: HACK OF LIGHT SOX REFEP TO ) C�+ �1t Al , GC TO PAINT TO MA ICH EIACKL11 LOUVERED SIGN SAND CANVAS AWN301 SUPPLIED -` SEC1IuN FOR ADDITIONAL INFO , '?' /UGH 'NDIV'DUAL LETTER REVERSE T HACK. .;II.VERE:' LL FINISH IN RECESSED W!NDOW 4 INSTAL AWNING A P-y 4 -' j ,N DAV; AREAP 2 CHANNEL E#ACKL'tE SIGN WIT►+ REMOTE H H� ,, y • �� j CdITRACTOR.. RAN9FORMER F'RWiDEU BY OWNER AN:..) 1 r' �J d� $ ti !"1" t r.'. ' ,NSTALLED BY S'GN CONTRACTOR �i, P°J V .AA V AP q� • y,•vA: u 1j r ! I . t / 1 f 1 t ! , CSI �_ r I I 1 ' Ti 1 h. a) i 44 [-.-.....-----,,---- F j ! I I I _ H _ _ ■ CI I • EO _ L {) U e J U '1 EO •, crI. Ii 94 WI LLJ ,,..m.........4 --1..j . • LLJ CC 1== , 1 1 e 1 E.::::717:1 [.._ _____, I I 1 _i _J r 1 , II Q � i �i w z ct 1 I cx a = ;J. 1ii OWSC j ai ' F-- 00Z .11 3w Cl) 15 O Cr 1 r - ii-1 . 4- ID A4 I ��F :I . �' A O IC M ac Q I SIM np ' jl I 1) . . ,,'!� w Cf) i ! rP 1 . m Q 1,{,, C7 ii, ' \ -- ---- • _1 . _- 1________._.__ \ f 1 GC t0 P'IATCH Ill �' STAINLESS iTEEI BABE 1/2' TEMPERED GlAs5 F' ? �' 5'AINlES•9 SrEEI BASE !^ FRt:' .� o ►1ALl. BASE SUPPLIED BY OWNER WOOD/GLASS DOORS PROVIDED r• t , , , •41W !/4' METAL REVEAL PROVIDED INSTALLED BY G C (M) BY OWNER INSTALLED DY G C SUPPLIED B� UWNER �� ^a,, PAVE 1 Dr l ANDWItD, IIdStAILED Ar (REFER TO DOOR SCHEDULE INSTAU ED �r 4 C 11.110\4i GC FOR ADDITIONAL !NFORMA1!ON) I j J 1, I 05227 S 111 1 1 A STOREFRON E E I. E= VA LION P n 1111111111111111111 LEGIBILITY STRIP n n • H A t 1 q P. 1111111111111111111111111111111111111111111 P Y n v s v r 1, t.. 1111111 • ...._..l 1 AR I 2 Pk t0)l1C 1S 5 07 PRI PARA ZION • • 'rg,,.'ra. r U4 Df f NiTIIOIv`, 1 05 ',rill M Of',(:RIP TION , per ,r r I{,;,.,r •.r• nor R,IQ' n1M".mai Halt rear v.0 'Ape. ' K E A f stator lnMdat,w tyro ' ,,ash ',eaten I.tenor Uesembl compelled of, Insulation Performance R r,r •r •rota r r w Requirements System shot nest a ascend tel following pwln/manct /111 MAN',II A('tl1R)R', A Protect all surrounding wens and vu'bc•s fain, Qonwye Ornd at0'niny during �,,,• •,, Vr.,, 1,r ' .✓n,al.y M ',, n') ',ours) '.ell rlrlat•r ^ b0ord, bow coot. entity^q mean, and rete coot standards when testes n accordance wiM the following methods v•, i•• Senrfle. ora, 'inter,' 111 , + 4 . A •�� , r S Ii Claw ;if System■ A , on no ills •have tn. bon coot vein in thickness A Acceleotsd IUsoth.,ng ASTM G /3 61 (testing period of 7(100 hours) a AS14 G tienwft•. Won System (Clogs I'H System) munulw lured by Seneryy Int • ' ' 'Shed ear of soil i f writ r doy 1u prevw,t MIN/ oeneltatiur, Inytr, r A •,fc t r r In ded.+ernc,ny cepa' the ',umbel r' lowers iw th•c.nees of reinforcing meet, The 5.5 81 (testing ,rarod of 3000 hours); No crocking, flaking, a adverse effects Cwrlocl Jun Mdkett SMM Notional Accounts Mau a 'e order an Saner un goes ' ,"<,le prepOrotion la o• urhslrntes in act orlon(, with Seta In, ,ages l , " J 10 reinforcing material r glass fiber mean anion s •mbidded Into the Dasa coat at the ) 9• VY >V V V VY W rD 9r Apply I Do nest op(. / .e, ,nr.4, ,, •,,•t�..., ' H MMA Driven Non. tenni Specification if C 555H, No visible looks or dampness got 1 630 MO .1159 They , ' •,sI time of 'nit/Illation .1r naw cool shah he nppi,ed so 0e to achieve reinforcing mean SO4c D op Rr,, , u r io 7t edges a No' n!tM 0ed 'o' •nr•,.,,a.s rate. n•• M tNoughout to the rep ace and leer IhOn 90 gram vanes 1 O f 4 ''vG embedment •ith no rev,fac,ny meal, ow aob'e, ,,,,,nal 1 6 mm (1/16•) C Motstu'• Ruston(' AST 07741, 14 cloy *Non's; No tyavwn ef$etts 101 QUALITY ASSURANCI 11 A{.i , .. .r•. r. A / . 'Soar 10 arta• s•,'Igre est re:nfrwrmg • remail ' olscllw finite coals, of vow tits th,rkness, ,n n v,. ,', 11 fixtures and cats, ore 0 Salt Spray Resistance ASTM H111 Solt Softly (t N) Testing, Testing period at (ienvoi No additives are emitted unless Shed ' r mien/ I W, %nolo •" r,•• Appl,cuble '.'o'(fords (V npplleal over the base coot V 'Pec D adult MI instruction.; •'• rr, 300 hours, ►'0 adverse effects A Applicata Approved by ',energy n,. In performingwork of this Section (:lose contornes than not n use Cleuri tools •'Ir, • insure Re„',,• umW s .qd r (tailor s r, A','4 '.47' yy,e M. ','a:• 10W and aorta immediately offer a n.Iq and romD'eteir r u,re'•A tut, Nose � H R ulola R rernMt' Contort*, to 0 (.ua' ser .hot no Re, ' , Mew, c '•dere `'pec To.o•or '' '. !X;15( ' •.s•, A, sr- 'd t'ARI 1 f Milder* Misstate” Mll Slumlord 8t0H, Method 508• No mine growth supported e9 Y equpplicable code requremenls for finish use der 's noble '.11111.111114 I • GF NI RAI otter 78 don system A Sw,wfle. Ad►res'ws/Iluse Louts f '.1 r•Quesd. 'dc G , and layer of Haw Coal to ocn'ew !atm n ym noI Hose LlOss A aril '.d •w err ''Oa'd '.Ah•'t;`11 tClo I Abrasion Resistance ASTM >968 81, Method A, No croc.Iry, checking, or tag, of C held Samples 1 ',meaner ALPHA HOU Coat Crxal/Iteinlwt,ny *Awe ,••,s '.f 6 mm (!/16') 1 01 St(:110N 'NCI Uf)1', film integrity after 500 liters of sand 1 Construct one field sample panel for each cote, and texture, ( 1 ■ 1 j feet i n o Prpore in a «mta,nel 01,01 ,s clean tend free of 'agog') substances Do ort Aller Hone" ••,• r„,' to dry Hord (normally PI to It, ')aur)) "Staltic , G Surface Homing Choraclaist cs IR /23, ASTM 181, 'est specimen consists of site of system matron dlusbalrny roethod of altochment, surface finish, cola and use ranlainr which hof contained or beer (Arwood with a petroleum hosed prndur 1 7 ill M(';lA'• y + yr., latest 'Any A pMaes, Wall System Combo ice wort ;unit two r• '•w'otior' and firill• ban tout, races►arcing mesa and testees coot, flame spread !ass than 25 card smoke texture. b Mi, Nolle (001 •ices apaddle and dein to a homogeneous consistency, hefo,e a A•, Slily be .se • ,• r vivo, ,, ',f 1,r': r••• :ry,r r ••• sefllm Ctyflltm of ii, r, d m'.IOftW, ,,f,♦ "l' r•A• 1 r, �r rcl, Y. + r, n MinnOI Of' Or•Os GMO• L. (t; res• 9 9' developed less than 450 2 Prpor• such sample panel usn,y Thr some toots and techniques to hr used for adding Portland cement Du ' , A. 'i. q ych tact„'•)r oe'"i"""" i Gin rw - r �� H Schedule of `,energy I Mill COO' II I un SWI• D'Yrrsilr•d lire lest') Modified A514 I 11k1 for Vertical Wulff, No the actual application 0 1 V, sna,es "...some,I o. , r L ••..• • ;+ In VapP r Mu one pat (by •eget) ('atlond cement s,tn one port Haw I.pet Add Portland A,; , A ' A A A „• • •,r Coat to entire surface of "esu ot•rr significant contribution to vencca or nor'lonto' flarnssp'eod and no fon 011 of coating locate sample panel where directed cement in smell increments, thaouglly ming to a homogeneous consistency after bird •" ' ' •• • ar ' "P Reinforcing Mee►, M 1 07 RI I A11 D Sr(:rl(>rn', 9 U,m.lnsrns ,,d five nvdvsment of nisu!alion core 4 Accepted sample pone may mol (*Mair Os port of the Work not.') additional increment c in"r') •'' • ' . A.A,� •r'',rcln Woe against us' Hose Coot and /� y I trees• Tia• Resistance *514 C61 8', No visits* damage and ".gligla'• weight A Cleo,, potable wale may he added to adjust eokobclty e"berf t'•• ii . mew into •'c Coo' by troweling drum 'he cent« to the Tor pr' '/4 'civ 64m•. „ ,,_, 0, lee) w 7r ••e ••�„ goes after 50 cycles 1 ON IH I lV1 Rr, %IONAO ANO f'ANIN INC 1 Al PHA DRY Hoe, Coal aha L' A 'N)ctip, 05400 Cold I utmost) Melo. I rarnm edeas yrr7•r. •,r•, - ,, — 9 .1 Negative Wind Iood u,I 'kale Testi') A51)4 t.53(` Positive and Penury* Air n Ml. and prepare Poch bagres a 19 Iter 5 gallon) •r'•rac,n Ms 'est eV /T 9D sP ( Dau oelM Is c.lefn and raw d Huff A, g ef► of an adpinlnq edges, do not use !o tit 2 H `section 0/670 Sheet Metal foaming and Turn Penieter flashings PreswrrP, W1lnstond wind loads required by applicable codes A Deliver Senores' Wall ')yslen, materials ,r, orcg not unopened pockuyes with f raeigm subslornces Du nut uw u cantwna Shift has contained or been ,Ieanerf bac-Swap a Dm .'.Sera 6 4" ' Section 019(X) 'pedant” K ensuring Relative Resistance of Wall, 11001, and Roof Construction to Impact manufactu'M's labels intact cillo a petroleum based product 5 :')sure pr• ' U rection 09100 Metol Support S Ien•s V , DPMeeh is free '/ onnkles orad embedded r Horse Cc,a! so In.,l ) PP ys hiding AST4 f 695, 7177 kg (60 ib) Impact Mass, No crocking horn 0 Mop height H Protect Sweesv Wal System 'nutrias during tomspwtutioi and nntollution to h oil the container with o rrnm0tel56 liters (1K Mons of coon. no R•Ml01r' ur rt y ... pe.✓ > I 'section 097.,0 Gypsum Hoard avoid physical darn, e Y gallons) potaDr• ,s ted H Sur Oce e . t z at ! B m (6') Df'ys age eater After Ilnsr .” •••t,wdd•d Menfar.ng Moen ,e dry ono Hwa (n'rn'au y 8 tri ';) o good oar's.'". ' ve oo• "Poore ore U 1 Hf F f Hf NCf'i I fun Scale Multi Story lire lest MC Std 1 i 6, Results 1) l Tame• do not C Store Senrfle■ Wall Syetan mate/kV' in cool, dry place protected from lrwt'ny c Add Al PHA DRY Hose Coal in 'moil increments, mules alta eut.h, additinnui nu.• A' I)(OAR() 4 Rew'fror„n the x,bat'a'e, or toner;E ,,' '".r 'Plresr .7r.•., •, a `a V q Mesh over the enters w''uc', r r °!We of no !ass than W(' 4(Xlf Protect from "idioms heat and dual sunlight increment mels), ••• r •'• 4 7. to OGh'ew iota' nWrva, Mose Y <YI propagate beyond the immediate ores of flame ,roping mat on the exterior face of / Cast Mr u , Ina Boll an elf 1 flame D Store insulation baled Hat and protected from direct sunlight Lind •.Irene hoot t1 M'. AIPHA DRY How Cowl and enter eulh o +tiler to a homogeneous 4 �� A AST4 C15U SpfcllicUtiw' for I'all0nd Cement D ) propagation doe! not occur rnc�dly a laterally through f Slae Serialise Wo!' 'Intern Meinfacm Mesh •n fool, fr foie protected from consistency H ASTM U16b? lest to freak !orad and I Ion icor of it■Ult I ODrics the core insulation to the limits of the test pones I lone propagation me bejudged V r P ( Y I lent;, + ,, r smut err, www d ',stonier comes ors min.. n e /w.� C C AS 14 I 69:. Method for Measuring Relative Rgoestant a of eon, 'lay and Rod to occur within the test panels when temperatwM within the insulal'w core outside snook.," to moisture e Additional Al PHA 0Rr Huse Coat a water may he added to od just •akabll t y u u' 4 '.h s oo ”; M • icer/) Construction to Impact loading the region of direct Horne Snpowrt emceed 399oC (1500{) above ambient 3) flame (' 'energy MON ('OA1 AND f TNI I prepared (oil • cm Z 0 I11 17.1. ASTM I84 Isis for S.rrcote Hurting (:horactr,stics of Hu'Idiny p'0v0g0l'on Wall not occu' to the first flout wall panes extending beyond tel n (W {'ROEC1/'i111 COAIDl110NS 1 i am011ha mu, fee factory tablea er roafi to a un,►tees,adjust tenry •I' t 7 A 'mol amount a' clean, potable water may be added to adjust •dkabrlity ' ' NiIt'1IF; - ..ee, 1010 .mil Moterids west'•(• block eons p the test filature either through core insulation a over 'he or oro,•n brh,'r tirlJ f ASTM ('5/8 Preformed CeiulO' Polystyrene Thema Insulation e.tr'a a -ntr'or panel surfaces Owe the flame cannot be directly obsawd, flame A Do not apply ',•mane. W 11 System ,n umb'r,t terr,peralwes heir• 4(X'/40(lf 1 ASTM (.75 orales 1 and Water f■ Owre A aatus Cabon Arc 1 r) „o u otion shall be assumed to occur where the tan futures oithn the inwlutN)n Provide supplermenlary hoot during •nstalbotian and drying palod M•ei' tempelotures 104 Man ICA _ Operating Hitt D PP ( ) p 9 P n Appy 1 Ina r ester COO" • , r„ ;rove n r/frerf'rr,mq Minn •,!► c -eon , 1— far 1 n osl r• of Non metallic Materials tae •rcesd 3V9oC 1504) avow omb,ent 4) Temless than 40C/4001 provost ., ., , . „ . a•' fest.r; •r ' frit.• t f�r 1• r, . r L r , 1 .tel mer' M rc. used ce' L r ' 00 d DTemperatures meowed 25 arm (1 ) (Loreto Appry ' nwrhe. Woo /•'n•• n oar nvdor,ce a•In 'Sanaa err er;•, e; C AS14 G5.5 Operutng I light and Woe« Isom?" Apparatus (fluorescent Iron the 'escrow surfaces of the env ossembry within the second stay do not emceed H Do not apply Senores. Wall System motetan lit Norio surfaces ,, n ;IMO 1 spec ificat ions. MOO"' hoo,7 A''•'s UV Condone/lion 1$e) la I■posure of Non metallic Matenale I 1101: (15001) 5) Homo, do not enter tel second iter y roan, C Maintain ambient temperature at w above 40l/400* during and at least /4 Hours A •• I ,• •r I•n r• ,.goof the..,y ;oPr,e upe'1 w ', m"'n.,'r 'T,'a r gob r ' II ASTM C6/ S r, and testing Hoick conA Structural (flu Tits Q es after Senrfles Wall ', ten installation and until dr Senerfl•. inwl0lnr hoard �'vr-• ,,r• _ M Mt>d,ant Nf01 Ignition R•srstOnce Test of f scarp Wall AesempliM Test assembly Mt Y • " +" ,v' . r ora, V 9 Y y U Water Clean and potable without foreign matter yeti(al surfaces Hejm of box four, '' put a t trmpaory s,ppo r' y • V I AS1itI HI11 SIOndOrd Method of Salt Cipray (10g) Testing deimonstooted satisfactory performance during the 20 minute test pawl ID 1 Apply noel/onion n a runn,n ~ Structural , N !est Method fa Wale Penetration of I■Iiia Cortin Wdls byUniform Static kr f Inwallon Hoard E nponeed Polystyrene, ASTM (:518, Iyp• I'am. spcaod 'efe Y g bond „ J AS)I" 1.130 Structural Performance off Interior Wodoes, Curtain *on, and than 75, smoke developed less than 450 a AST4 f e& Ill 17,1, minimum 1 I're cul nsulol un hoard to fit apMtnyl, D'. v • a, nruiuti0n Da0'd mus! be a e 'oat by Uniform Slol,c Air Pregame Difference Pressure We 15.51 No penetration n' water into the Alone of the Innermost locoD u density K WAS 0964 Abrasion Rskl,tornc• of ("panic Coatings I Qum Abrasive of the tett specimen During the fest period at 5J5 Pa (12 PSf pressure differentia' 14 41 kg/m3 ( 9 lb/ft 3, K-6 09 per 'millimeter (0 74 pet inch), (I % ••) "I'd"0ss angle pie• urt:un'' canis of openings Stagger v«•I, o pmts and r corners Slopye ^ • • u .- 9aby 9 ) Pmwlatiw` and shoolhmg board 'nits rO U lire Rwistaoc• ASTM I 1151, I ne resistance not reduced byaddition of Ids S minimum or as indicated on Drawings; meeting tel following r A;iM f 108 (Mod) lire lists of Roo/ Coverings 4 Notched rowel MethodApplymimed Seer Hose Coot to 0r'tve wrr0re "' M 1 ti d I C 55511 ( inlurW f01 Interior der, I■later MasOnr Surfaces (' Impact Msiisfonct I,MA Impact Standard 101 86, t Air dared (aged) go■ weeks, o' equivalent, prior to insldlotity 9r noting Yinsulation board using u stainless steel foot with (r/)' ■ r/7•) moll hell spucW �. v 1 • I(' !I 6 1 cell ',Coe Multi Story f Mt Test Standard impact MedKfm impact High Impact Ultra High Impact .' I dose Square within b mm per meta (1/37' pr foot) (1/2.5 apart u 114(x; fry., Cord, 'Awvin Cloth one 1 16.1 554 1 565 101 J 107 170 J over 170 J I 'h,ckness 1OProrce of (1/16'15 Immediately slide board onto place 'yid apply a"sswe over Edify ',elute of Gown A . • g, ape ()ass plus or minus 1 fl mm td 441013 Selene Resistance 49 ,n lb 50 89 n lb 90 150 ,n lb over 150 n lb 4 Site h m ■ 1 17 m (7' , 4') to ensure uniform contact and n'g11 ,n,t,oi grab Or, not norm hose non' to dry print r • , v. "1 508) U tensile fond Strength ASTM C 797, t■cteds 48t1 Pa (10 P9) o') various 5 length and rodth Ionics of plus or minus 1 6 mm (1/t6') to instding r ,res a u 1 119 Method for Ila• loots of Hu4ding CmltrurUa, and Materialssubstrates, ncludng moronry, gypsum sheathing and wood based sheathing t Seneres■ Reinforcing Mesh Mt( r 1140G, Halanc•d. open weave gloss fiber 6 Abut tin pints tightly o"d ensure n•11•111 flusn eves su''Oce u (,L51 'est Method 1w Water Penetrator' of I■(a:o Windows, Curtaino reinforcing mean, tested multi end Strands trmitenr d for rnmpotIbillty with Se fsr 1 III gaps between o“. , ,,i' '• ••• :tu • shwas n' risc m hoard t 1', 'Ati k,;. A ' Dors by Uniform Static Air Pre•eule Difference 2 02 4A TI RIA1.; Woo Systemcompote an 8 Allow application ' ,fry (namuuy 8 to 'i` hours) punt 'r kr. 101 Standard lee Method rot Reaslanc• of (If S to f Ideate of Roweld dal It*GUARD 4 Stondord •eight. o>ppl,;.ot.an o1 Hate Iia, n Meer' A c r Deformation (impact) A Senecfe■ Adhesives/How Coats 1I t XGUARD 4 SI l f AI)►fl RING I a use on IIS !Tropes only 9 ser' odntr w a•ala r7•d •ere•,ve e. env :'e• I :••.c:.• r •w!• v N , , 9 Rasp flush any Iron,. 'ors of the variation booed weal. than ' 6 mn• (t/c6•. Radiant (teat Test Method to IN/terrine Performance of On f enterer Wan I t Semrflel (AIPNA( How Ctxft• 1( arc)4,r ba'• rapt, IisIA mused •Stn Portland 1 ill I(Gl1ARO 70 cavy angel, used Only 'n coTDmotia, with 11 MCUAR,) 4 at JI, 1U 010011 • On1w'+ r and Other Inti as orientated Cy Droeu, ♦ '),• ^o! OII r 1 iM t'411'' ''0'" Msr'n d , tenant, monufactur•d bySenor Inc , W p V V' u, ' t y I loosed to Radiant trout and Pouted Ignition Source gY areas Deur n. (6) feet Do riot apply I It XGUARD 20 to IPS S mopes ()esthetic grooves with ' • v board pools se o Ai (' 791 teed• Hand Strength (7 Al PHA DRY Hose Coot Dry mu bow coot containing Portland cement, 0 Senergy Inish Coal. 100% acrylic ween finish, or cured, compatible with Haw C; Senerfle. Huse Car v n Mesh Haw Coot Spon h• def E. as •o loote,' 'r'snea Okra ,-der' .' ;v,•,,. -,ere • A u I 96 Water Vapor ircnwrnseia' manufactured by Senrgy Int ( Coot, Iinish color today mined, Color / 1 02 7019 707 7. tltish failure FINE V ' of achieve Reinforcing Melt Mt with no Reinforcing Met► c"+a visible • uwthgf 44) H Portland cement Conform to ASTM C150, 1 • II, a 111, Grey a MArile, heel f 02 7011 477 7 Finish to be used m ((U areas incept IPS trim paces , , A ASTM 0 1741 Standard Method 'un 1 to Wester Resistance of Cour-') s ,n and free p / Y t i f r^.l'ARD 4 W . Vry S V,'I;�t.'k'• !J es q y se of limps H ',energy COO/ Coot Aeryloc Dosed coating used on dI IPS trim pieces ( cera / a •.n 11 f Il(. A I err t Rotative Ih,midly I 07 7079 702 1) and n sed'ont pints( rola t r)7 1019 707 1) D A, , ' .' entire i A igtA DRY) Hese Coot to tir' surface of ^fuI(ft,o" raga ' ' +' C'•ar MA-N .'k 'w ti' I 10 '7 Qhs LACING ANO S(:Ilf DUI INC bepn ass •'•'• von to embed the Reinforcing yeah ' IM 'diHMlIIAI', PART .3 1 XI CU lION Nt ' Nov 1:1" ♦,, r •' • A'P(i 4 Reinforcing McMn droned ret Hose (hat nnA p Z0 ' A Coordinate and schedule installation of Swnefle. Wall Site., with reioted work of ember '•, ur.' the HON Coat by !roosting her., the cent./ In ter A Product Data Fronde (iota .on Ser`eres■ *011 System matw'als, product other sections 101 1KAMINALION 'energy ,:, tv , cod' to ,huru:tenstres, performance criteria, Iimltu(rwrs and durability H Coordinate and schedule installation of torn, flashing, and pelt mules to prevent A t■omfne surfaces to ',Cave Senafl•■ Wd! Soften and verify teat Fens ()ass Gold edgers H Shoo Drawings indicate •011 7 ti011it pint pattern andpint details, wale infiltratione lop MMnfaring Mesh h4 TT (7 1/1 ) minimum of u, ( P Sheathing cdpcent motorises ore dry, dean, sound and hes of releasing agents, point, ° (.Ch ON (;UA' 1V 1i!ivy thickness, and nnctallotion details bshund the $ tan a other residue a coatings Verify Inside oat so'M ring Mer' a ng Mesh color at Cana', void n wrinkles :yid embedded Reinforcing ' .aa Coot 10 be used ' I A) "• �_ 7 y substrate surface is Ilett tele of fns a piano, m Hose Coot so that no Remfarmq Mes1 •s nsip'e ;wce•, u, � 'J ' Wys trap ;.•Itir greater than b mm M .1 m (1/4' ,n 10') Cda Coo, '. be "eA " soo•o'' .niece v to • r C Samples Submit (1.0) ( 17 . '1 ; inch ate samples o' S•rnrfle, Wall S fern MtARRAN illustrating Ins I",nn 0 1 02 707; 477 2 rind COW Coot coifs/ I r 11 I` H Acceptable substrate is 5/8 inch Dens Gloss Gold sheathing I 07 7079 107 1 ,lnsatisfoctory conditions Wall be 'eport•d to the Gonad Controcta and corrected '}"riga ' Vv! •+A t{AN A Provide Senwgy Inc live rico materials 'placement earranty for Sane/nor wan before application of the ',Phalle. Wdi System D Certificate' System monuloc.twer s approval of UDDlirolo SSystem "1It011Otwns ,!NO i h"Li' :(.'w 1.'.' f letter iystern mOnulaCfura's Isffr tear m41rI01s ').let a e■reeA sprrlleA requirements I required, et yy ..aW ..OW System monufocturer s mktallntion instructions Indicate preoa0tie' required, I installation techniques. p,nhno requirements and finishing techniques COI Or+ CoA' r L.- ,'08' SYNF� l � � Y EW SPECIFICATIONS ...............0 rf o s • 28.3 (16.3 24.8 (24.7) • N NEIN ROOF A55EMBLr ori EXISTING LANDLORD PROVIDED N.W rti RUCR ROOF MEMBRANE OVER CONSTRUCTION0BB 3/4' EXT GRADE PLYWOOD BYGC C (n et w • . - ---— U c 1 Z can 0 a F— 0 NORDSTROM > W w EC W .J 0 DASHED UNE INDICATES SECOND = Q / FLOOR SLAB „i z / s t Z �c 2 O N 0 ll 1- N tom' U- D Z f� r7 .„•T w O x z • r 'to ” • n fin O , '' K Cr ol1J (nZ3 (J I P") /- ' sea Corr O li Ip O PROCSRE55 AND NEGOTIATION WITH „ 4I, MACERICII AND AIF MANA4f f1EN T P,rill ( CC .(n o < LLJ (/)cc x a w c Q3a f 54 it II 3'-i'■7'-0' NOLLOW METAL DOOR PROVIDE AND INSTALLED B" G C REFER TO DOOR ' SCHEDULE DOOR Nel FOR DOOR AND 11 HARDWARE INFORMATION l Itliel I ENTIRE REAR IOFN SSTOREE LAB EPRAN�S91 K ACROSS FIRST FlrYv SLAG / WITH REST OF SLAB REFER TO A! 1 FOREL . . 1 / li I / ADDITIONAL INFORMATipso• [ killi I 05227 Slit ( 1 A STOREFRONT [ IF VA TION A 8 • 113 �.. .^.___e, l4 /' LEOIBILIT17 STRIP P I• • t r '1 m-e. .aur-,..:w.•.IIlj+w"a�11i1�4.,.tiu:Jyl1.441..:..,..,;,;.L.tlal�.a(I11Jo; l .:,(li,ij.11(I I1t((lil�,(A)Illad.l�t(ll l i;',i.,�r '� Ada :�' ). , 1 I r 1/2' V-c.WO UVE r ,,t�LE 3 b/e" x le GA (9F 1) PANELING ON 'FAL STuD9 wEL[.1 LOCAT ION OF EXISTINGI ON •/e" GYP DOAR.D OGE 1 HER FOR I.iC�•. I MALL COLUMN [xxuHt F 6/S' * in GA ABOVE SEE SEC' cr. . 1 I\./ 1 ;H MFTAt STUDS NE [+E(+ / �` -� Fn•,t INE TOGETHER FOR LIGNr!!Uf / Q 11 ABOVE SEE Tiff.n oN A/Ae i , • Q 40 \ Mil 1 - -- rIII- -- --- +-- - --+' -- ---1 I 1, - • �� aM0 1 3 b/e' MtrAL SIUUy I/2" V•GROOVE ,F -r DOUBLE 3 5/e' f 1e 1 1/2' V GROOVE (9F-I) A I • Ii" U C (TYP) PMNELIN4 UN ON 5/D" I ,.r LaLIO ` GA METAL STuD9 _.- 1GTP BOAFtU + 1 PANELING ON 5/e' i I lg.- '�' C,""' BOARD ..INE OF GROWL: L Wt: OF C-RChNN 1 (AtXJVt) l INE OF C_RC%wN I 3 5/e" ....4:E.T At. wELUEU tCX.E 1 HEW / STUDS L" O C ]••...... C. FOR LIGHTBOX ABOVF 1 ....-•-" - fir• / (ABOVE) (ABOVE) •I - I IINE CX HAtif (TYP) SEE SECTION AlAe 3 LINE OF BASE (BEL 0.4) LILAC OF BASE I •t I +rN OPP • I J t (BEl_Ow) 1 ( ELtF !l B :11/: I/?'' tF►"IPERFDEjiE1I/:" �Er"'�F'EftE.h '/?" fE►"IF'FkE[� 'l N1 �Aq ; '�Aal I/ Gt.AJGLASS dNEW DEr'IISINC. WALL c:LA55 �91 SINE OF LAtiULOR:.- - 3 5/e" r"IFTAL STUDS _ _ -- _ _ _ _ '" - -- 1-- - ►- y -1 DU�K++EAD ABOVE 46) SEF'AkAtING KID'S -- J +STORE ANP ApULT'9 • li'' OG (TYP) A //r+�E PROVIDED / �..�` UOUBt.k ! 5/e' fAGA ,t _ <Jc_ `G NA �.' rttCE55E.INSTgLLED Dr G � • F.- � l-INEOF �ANUt ORD « H li* 1� -.,I_r BULKHEAD ADOVE r..�.. '_ AQ ", f . JE. AWt A .,. �,LWE OF LANDLORD1// I1 - F'A1. J��pJwE..BULKHEAD ABOVE ` + t / CX.F�•�ERFORG,a'Ei0I� , OPID / ABOVE5EESECT ONDOUBLE 3 5/e" x I [X)UtjLE 3 5/e X -»-, _ _' le GA METAL al. I le GA MFTAI �`_ !�` D/ae 9 -- E A. E a STUDS /+1 STUDS • :11..Ii.i .wr.•• _� R+�, •� `�i1, r __. t• .. , .1/4" MEtAL REVEAL �- - - ..--r- +` �. ...4 .',.. W PROVIDED BTI I i . r ' LANDLORD, INStALLE) / r BY G C a . i 11 c . i !�a�! + '�ATC.N MAIL RASE /' - I e : ...-._ .. _ - .V {_ .._: _ .-__-_-.-� .,0,,� - V 1 rr..._.._� y.. �� ) j I •--- EA 5' •.r. ,.F' . . - V k <' 3/4" M D F ON 5/e" •. , I iia ^- :. + ^r. Sig" ..AN.:,. LL • . • - - } 5/A" MDF Oh 5/e• ,I • • 'D I GYP . .. BGAk:. ' c BOARD (TYP ) I .p -�F c ✓k,` _ GYP BOARD ( TYP ) SHOE MOLD (SEE I ',HOF "+O, SFE U kti�.".' IS/ SHOE MOLD (SEE I DETAIL -)/AIZ.?) TYP ( , I .-)ETA - ./A'� 2) r 'r DETAIL J/AI? 2) TYP ,,, 4- , ,; I TRIM BOARD •Z, CuT I I ''R "' BOARI;' •2, Gam' I ►M TRIM BOARD *2, CUT TO (SEE DETAIL I r0 SIZE (SEE UE rAll- ; I ,/A 2 `) - , TO SIZE?) TYP U J .E (SEE :JE'A • �D J/AI? 2) TTP LEASE LINE I L _ 1 EASE . '•E v • LEASE LINE L -� .____J L T I [I • t LINE OF TENANT LINE OF TENANT LINE OF TENANT AWNING (ABOVE) AWNING (ABOVE) AWNING (ABOVE) K : 5'ORE ADIJ1..7'9 SCORE - _ w Atft FtCRO'"1BIE *154 AIF a77 • •At , , Y .0 A DETAIL DETAIL C DETAIL Ix y ;CA.t 'P," • r' b x o :n I , ], j"--1I I r ,v .-,c H(...AFit� NO'E A- :.'. ! l- r j I RAMS' ,. 5'• P _._ _ __ — , " I wA.., HA`+ ---7---- — I I I I . 1 j r 1 RASE BETA L 0 - 1 'A ti-.ESS 5'EE- I V\I ;5FF D/A' :) I 4'%.4.5 5'R P _ I ' • • 1 f I I I e I , NE OF SA.-4C., ' 4, i I ' LNAN/ CONGA( '1 '• I I I I F�OnaI i I I/?' V-GROCNE 9F-I t INE OF SAW CUT IN TENANT I I I PANELING ON ON 5/e' GYP GC»�CRETE FLOOR BOARD �` • .G- FF 4 1 . .. ( I I ,... /. `A�1 I. - DOUDLF 5 5/e" i_til5._G__A. METAL 1,STUDS WELDEDTOGETHER FOR , I ��fw" $ �yLIGHTBOX ABOV - SEE . - - - - - - -- -- - - - - -- . _ ._ -_ .-- - ---- - -- - - - - --• -- T4I • .b .. ; ' '+' r SECTION A/Ae 5 } - - - - - ---I-• . .. __1 , - r _.._i 1- f -If •- - -- - - - -- - - __ ... 4. .,, :....i, tx,A,0:: v) I • - ... - r . . AQ� "rte . .._ �— AA — 3 5/e Mt 1 AL �� ' 1 wSTUDS • li' OI = \ ..,� � Jvn I r C1TYPIll '-" Q ( ) Y "-' 1 ' ; �- _ DOUBLE 3 5/e" x 'e GA E a aLINE OF CROWN I `�\ .� , 1 FLUSH PLATE INSTALLED DY G G '� 9TUDs WELDED TOGE'.E 4t F ;4 Cn(ABOVE) I! r I FIELD DETERMINE EXACT I �IGHTBOx ABOVE SEE1 SE-C TON A/Ae 3 0E...... , ; NTRIM BOARD *2, CUT TO SIZE LOCATION J Q ; LINE OF BASE (SEE DETAIL J/AI? ?) tiE pF BASE (BELOW;(BELOW) - I ' 71:LINE OF DOUBLE J019T • IMAA 1/?' TEMPERf.D 9140E MOLD (SEE DETAIL (ABOVE) - SEE SECTION tiE OF WOOD 5 4� -� J/AI? ?) G/Ae 3 EjE"Ow) QGLA99 • 1 E E1 • ++ LOCATION OF EXISTING MALL • :•a95 MP ttE>^' STRUCTURAL COLUMN I - Q --� 0 O ' D OPP I» 1,. TEMPERED GLASS DOORS , ............. .•lI <DOUBLE 3 5/e' X ID GA METAL PROVIDED DY OWNERINSTALLEDQSTUDS WELDED TOGETHER FOR IBl GC SEE DOOR SCHEDULE " , Z ,4LACIONS)l9EESEGtION . GADOuBE -+ ,•...1 LL LU O N `�zr . ar a +- �' +t 0 GA •^"ETA. (L C‘41 0 ~ ? , ,f F +' ,:,ii- I [ . Z W � � O If 0 Z W r+ O CC ] . : 3 +Wwm `cc ai , , .. oz . . , 7r---- .. 1 a cc E ac • t►- _ .. w Q ' _�- - _ .. 3/4• MDF ON 5/e" . , a7 iii Q C7 GYP HOARD ( TYP ) Q v SHOE MOLD (SEE 1 ' 3/4' MDf ON r Y BOARD TYP.) DETAIL J/Al2 ?) TTP LEASE LINE TRIr BOARD K2, CUT SHOE MOLD (SEE J/Al2 ZJ TYP ./- ---- DETAIL J/Al2 2) T"P / SIZE (SEE BETA • i TRIM BOARD *2, CUT LEASE .. NE TO SIZE (SEE DETAIL ` ` l NE OF TENANT t !NE OF TENANT J/Al2.2) TYP , v . AwN N�. (ABOVE)AWNING (A OVE) ' T.A. -ENSON.) .. ... ` �' " i (c1 .' "c -'-' , / . 4 • r • tir ' M N4.. .. ; I- ',4 , :. 0522I SHt t I D DETAIL A 2 •.>(:ALE 11/2" • ' 0' �; 1 LlONNL STRIP CM , 4 $ 6 yr TJ' .r O.Q• ,. 0 IQ I I ) n +A 17 Ill Io 70 11 23 21 /4 fir. 76 ' .I,'' • .....;.':c , 3 ° X s� . I of 9 9 4• t ° . 11L� LWLall 1:Jll' illai.1 1LaaliliallthilJJbl11111bilaliliiilit illsi itLi1L , •, ,+ .�iu. • ti's:' 4.l'r, _....diali • ti: , r ' ., i - - x= *w'Mr" .M►'•�r+Y.". y�u.,y. ,•.rMlMhl.*••Mer.rM+r . '1 ••" L 1 IN ..-... I6 r 10 COORDINATE ....64401....64401'OREFRO CONNEC' 'J. • ' , O G C TO COORDINATE0 STOREFRONT CONNECTION TO GC TO INSTALL ONE LAYER OF I ',AI , CO•','wUC''Oh r. ' 1` , ,r) ( I MALL CONSTRUCTION WITH GYP BD TO HACK SIDE OF E '"A• • PEwF`,Erv'A' . i MALL REPRESENTATIVE MALL FASCIA TO DECK ABOVE 'F I , .}.m, N) NOT ALREADY E1151 N6 / REO'U • tip G C TO PAINT 10 MATCH / CODE ! / ' c� , MALL FINISH / •t -D.i' 4 LC, / , lb 10' A.f.f. -- r ABOVE MAL: F1.00R '—�T' ' a /. � lI . . ..--- ..__ ,0 CROP" ASSEMBLY TYPE ,R _�__ _ (SFE DETAIL FVA12 2) f. j - 1�1 i • `J -JIIIIIII r \♦ C.C. TO PROVIDE AND INSTAL.. A 74'.24' I ACCESS PANEL tN BACK OF ..G' ' BOY "ET A.. MAC Q 3 5/S' METAL STUD BRACING • 4S' / . METAL L-BEAD FOR ACCESS TO LIGHT FIXTURES (') R ' rim* rt) OC MAX SECURE TO STRUCTURE �� I E ACCESS PANEL FOR EA RUN OF LIG••' - Q ABOVE (NOT TO DECK) ' /r - WOOD LOUVER SUPPLIED by BOXES REFER TO ELEVATION FOR , "'E'A. , DEAD A.. �"�/ `�"� OWNER INSTALLED BY G C L(JCATION OF PANEL INSTAL LATION - 'OLP ',DES I ' •., 3 GC TO PROvIDE AND INSTALL A 24'x24' r Z I ACCESS PANEL IN BACK OF LIGHT BOX METAL J-BEAD ALL. I j S..wIACF "'OUN'E:- , E:. r F F ;OUR SIDES ��+ 3 5/6' li GA MEAL 51uU G+•' S'R PS r •""y OR ACCESS TO LIGHT FIXTURES ( ) AC,CE55 PANEL FOR EA RUN OF LIGHT \ ' , CON' NJOJS ACROSS, ")F' BOXES REFER TO ELEVATION FOR I '^ - LEASE LINE AMING • li O C ANG BO"Oh w N BOY. :.!r• IOCA T'ON OF PANEL INSTALLATION - I N I "J..._ ONS REFER } , ' , t SURFACE MOUNTED LEC t EXTENTS OF STOREFRONT X 74 W FORM DECK ENTRE E.E' 'k A, .'WA"NG`� '' �, (L i, LIGHT STRIPS ..ENGIN of PLATFOIRM r. c, L;ONT,N000$ ACROSS TOP N BEYOND \ts4 2 -iA z ' AND BUTTON WINDOW ! �' j \ REFER O % A SF... I-- �. 3 5/6' Ii GA METAL STUD MULLIONS , ( Au FRAMING • Ii OC ELECTRICAL DRAWINGS I1% - _ _, ___ r� '� --- - • 7.--,. ,.... AHC.F 1 r ' x 24 GA FORM DECK ENTRE LII 1 ♦ • • Y rr r.. K LENGTH OF PLATFORM -- r-.--- I ' ' •a 1 2,..0. /A"3 14111111 1 ( I Aq / TWO (2) ' 5/6' . 6' . 16 GA META; '2' i' AFF CHANNELS WELDED TOGETHER A*'AC.+ ,'' _ • `.4 • ~ ---�`;--�\ r-��/� ABOVE MALL FLOOR EACH END '0 JACK ►'J5T5 w 'HN 4 I r `�„ •• ti .. r \ \ DECORATIVE COLUMNS I A .... TL— _ — _. . . TWO (7) ' 5/6' • E' . Ii, GA METAL - ( CROWN A55EMEbLY TYPE 'A'4. ...___..___J CHANNELS WELDED TOGETHER ATTACH EACH (SEE Ut 'A L L/AI??) -- END END TO JACK POSTS WI'WIN DECORATIVE - t .• _ . 3 SA' METAL STUD FRAMING !/4' MDF .IF T OL' ACCESS PANE.5 FOR I '.'. '0 FRAME C.EAR OPE'.'4 COLUMNS REFER TO PLAN DETAILS FOR : • li' 0 C SIGN ACCESS REFER TO SHEET A3 FOR ' Q 5 GNAGE N5'A...A' ;ti. POST LOCATIONS (TVP OF 2) - _ PANEL LOCATIONS SEE UETA , A/A3 I - • ' SERI CE • \ 1 - SA. TYPE 'X' WTI' BOARD, I \ RE(.ESSE; DOW. . '.••' 3 5/E' METAL STUD \ A' I PAINT P-I 3 we' IS GAGE M'. STUD (REFER '0 .. G••' NG a-A% BRACING • 48' OC MAX •\ 4' Ai' (-I I FRAM,NG • 16' 0 C _J E 5/6' FRT PLYWOOD (TVP ) - r . E AFLI/ N J + -f-wl. �1 .0 l' A.E.E. Zr- -___ - --- - -- + •- `♦ ♦ ♦ t 7 /7' "E'A. S' U RA"'NG L w \ ABOVE TENANT FLOOR tc �' : 4 -- . -• - lEla. D' Af.F_ PARE: NG ON 5/6' r R ' F'LYwOOL' -' 5/f' TYPE X' GYP BOARD ♦ a ♦ ♦ I T ABOVE MALL FLOOR 3/D' 1 G HEA( HOARD (SF-4, --{' __.: ___11 r CROWN ASSEMBLY TYPE A / • ' ♦ ♦ `) I _� • ` TRIM WARD I/2 CUT TO SIZE (SEE DETAIL A/Al2 2) ON 5/S' _-f r • (SEE DETAIL J/AI??) q U2' A.T.F. 1. -. .. f 1 t F A' . , FRT PLYWOOD AS SHOWN I 4 ` ABOVE IEh..NT F,OOR (SEE 5E L ` ' DETAIL ..I/Al2 2) ----- __ - i 1.72_1/4" A.f .Jt. 4 u -2 i[4' A.11. , TRACK LIGHTING REFER TO BOTTOM OF MUT-:IOM ?'.O, OF •,,,��p) �r SIGHTING PLAN FOR TYPE .I� •� - -- IP / I r , I ` -01- BOAQ '. r: 'C 5:E 4 DE SEE {� A 1' f.f• P r 'A . A 2 7, Oh 5'!,' AND OUANtItY �, "' bO" r"OOF BEA. r � '4 O LOUVER SUPPLIED , TENANT CANVAS AWNING AND � '; r r R • P,'w.�U AS Fi.+CA•,ti FRAME PROVIDED AND ++COD L OUVER ___ .--/(--"`k" � �. . BY OWNER . . INSTALLED Ey OWNER j (AA.1-3)__ ~~I ELM - __ A`� AO H07 TOf 1 OF MUL l Oh 1,.4:4/ �._._.. i' AWNING SFcIR' SOT Orl OF slid,..0$ ` L.J'r , n n j' 7'-9' AFf -j bOTTOM EDGE OF AwNIN4,4 • " f . • ' • EXTERN' OF :XX" S 1F• I trA^^t 'tiF 7,• rr (bE�'OhD) 11 (ya. C.) ♦.P... 2'-O' I �Aq , (AWNING) El' 1, 5A' I'-i 1 ' :�' y .,' (V I N. ' r' 3 -SA' 0 1 /AP ES • to i '+r C,1 AS$) A i' LU WOOD DOORS WITH 1/7' TEMPERED r NS. - -ENS,•. U GLASBY GSC SUPPLIEDREFERTOY OWNER, ,NSTLDOOR SCBE UUAE''cwt Q CL I I I ADDITIONAL NFORMAT ION) - U) 1{ 0 I < 3/4 I/." 1 E'1PERED ,..A',,, i "' r• ON b'5' CC I GTP BOARD ,l I w ;. IU / Cr a { I I v� Z r 1 EASE l INF - _EASE NE -J I _ = Q En I 1 FYTENIS OF DEWRATIvF - (' U Z co PILASTER (DE•YOND) • -• • OF DEL ORA• w V ~ (till 0 N { I -.ti (BETON•', w LL 1— N (!) ,Q ri - 01 QENERAL NOTE / . . 0 s z E" '_OYEE DvTZER SYSTEM - F-- , ALL AFF HEIGHTS ARE REFERENCED FROM EL EC SPEC 5 FOR ADDITIONAL..X-ATE AS S•a)wN set Z LLQ Cn Q 0 TENANTS INTERIOR FINISH FLOOR UNLESS 0n I I NOTED OTHERWISE I A. i' 4 / NI..) (INSTALL WITHOUT Z 3 C: EOL�A. EOUAL 4' C_f)VER PLATE) CC 0 CC 1 F ,.OQRINC4 NATE I EHOE MOLD (SEE DETAIL Li. CC 0 DIFFERENCE BETWEEN TENANT FINISHED FLOOR AND MALL ''A'7 2) (•-) Z Cl) Q '.) FINISHED FLOOR (OR SIDEWALK) SHALL NOT BE GREATER Q O'RIP" BOARD 02 CUT TD SIZE Cr (z I CX: L THAN 120 IF FIELD CONDITIONS PREVENT THIS, GC 15 10 (SEE DETAIL J/A122) W � ` ) 'Q CONTACT CONST'RUrTION MANAGER AS SOON AS POSSIBLE -' Crl Q (7 Cl) < (J) )--- etb.1( � COVE MOLD (SEE BETA'. I (A-1‘) A49 / J/Al2 2) ' I I/2' V-GROOVE (SF-1) I \ I \ 1I SAWCUT BY G C )/4' X IO' POPLAR TRIM PROVIDED, INSTALLED B' G • n / SCRIBE TIGHT 'O FLOOR TENANT FLOORING OVER .`i, _— I I EXISTING CONCRETE SLAB I .J/Al2 KI (SEE DfTAI /AI??) •\ __ j / L ' I \JV TENANT FLOORING OVER QEI$'ING �.� I ' ___ A' STAINLESS STEEL BASE BEGINNING TRANSITION BEOP FLOFUS►+'ENAN w *NT r'O_UORF' OF INC.hA'.0. , c CONCRETE SLABn--\ �' I SUPPLIED BY OWNER, INSTALLED BY G C / FL017R / SLOPE DOWN 1 -011 -L Q A.F �.____ -- 4 (j' `� �-- -.� /C1 1 1 A'OTENANT INTERIOR 4 _ _.. __ _f _ _ AT TENANT INTERIOR - - 1 FIN'SIIED FLOOR f I FINISHED FLOOR I i II / ."1 \ �1 G �f TENANT FL.coR I4. I- MALL FLOORING FLOURING - �rNAN1T 5 ARDS) A 3) _I.. .,I. MALL FLOORING _ v JZ L 7 -� _-._ T I— MATCH MALL FLOORING BY GC LOOK ` MATCH MALL FLOORING MY GC SHEET A STOREFRONT SECTION AT GLASS R STOREFRONT SECTION AT ENTRY A 8 6/ SCALE ' /22 3 ,........ L IuuIBIEITY STRIP i I . I. 1111111111111111111111111111111111111111111. 3 ll X LII!ll'lI-L,il' 1IlfLII.; iWJ./IIi:J. ,, . ...p,. ,-. • •` ` ,' i . ,. - -.. F!' -`!bn, FIMF"4't!'"tilllFi�1( I ""SII{. __ .• • I ''•* M,. • - !PIPPIPI.".-- I, AIMEMIIIIIIIIIIIMINNIMINIa ,..IMMIN. ..a. ‘111111r... N. 1 1 . •• . ''.L BULKHEAD ABOVE .. MALL BuLKNEAU OV AEiE • G C TO COORDINATE l G C TO COORDINATE GC TO COORDINATE GONNE(' Cr•1 5'OREFRONT CONNECTION TO STOREFRONT CONNECTION TO MAL, CONSTRUCTION wITN I / MALL CONSTRUCTION WITH MALrl.1AREPRESENRTA� VE ••••'''64 MA., REF'RESENTAT'VE MALL REPRESENTATIVE j ,4 /' G C TO PAINT TO MATCH G C TO PAINT TO MATCH •• P� HALL FIN15F4 MALL FINISH ii. ,�j EXIST ANG _AN:i,.Olo., Plow 4:: „ ,, f.- :I \ I c� "+Er. ""E A, ROOF A55EmB,.' w/ / 55nn� . R..FiEit Ir ROOF "'E•1BRANE OVER Li-Y{. A.L.c.. • .-. 15'-112' A.F.E. r PLY...00r; -- I ABOVE MALI FLOOR — - U'PVE MALL FLOOR i/4' F.' ,RACE w00„ C •. `f jh !0 '(, /a' AEXJYE SLAB ri C Z- - 3 r,' 7 LANGLORD F'RO✓GE: ()FINING f 5'xrk:.)0m �E _ NG t (4.1.11? O ,/ H . 1'e GROWN ASSEMBLY TYPE 'K' (SEE - K GROWN ASSEMBLY TYPE ' (SEE W T I/2 ABOVE S...Ati , CPI '/4' \intI ;,� -t • uC •:. SEA. "A•Ek DETAIL K/Al2 2) ON NON C0DETAIL K1AI2 2) ON NON `-COMB 'OP CX PQFr OU' (FRONT E• '- , G..' n BLOCr'NG AS REQUIRED BLOCKING A5 REQUIRED V,/ v + TRIM BOARD •I (SEE DETAIL I ' ti•,•A .E.A •r A' ” �� - ! TRIM HOARD •I (SEE DETAIL - J/Al2 2) SHOE HOLD (SEE DETA L r ,".'s. J/Al 2) `�NOE\ d Al2?HOLD (SfE DETA l lot RATED CEILING L -� A95E•'HL► PER U L 1P ti•1• :/'E'. B. :;:r ti:.. REFS,R 'O DETAIL A/AC ' r"W F•RESTOPPING A5 kEou vl i • niv \ (�PABOTANNS DES, C1 i } 4•SI 0•••••.• 5/0' T7PE X GYP r.t 2.1T—A-1•••—A—c:— ^•r.-- su P " J H DOAK), SHOE MOLD (SEE DETAIL 3 5/e' I GA METAL 5'UD :. , .• r P Q PAINT P-I . �., J/At?2) FRAMING • 12' 0 C 1 SA" �� Q NSULA r'ON EMY G C TRIM BOARD at (SEE DETAIL r �, r -:.�.: . r 2 5 S• \ I J/Al2 2) NEw SYNERGY E'FS Ft: r R CA. vq ANS k ~ f l2' 0' A.f.F. STSTfM REFER TO AD IS F 1 A;, ••,a. .1 ',a7"A' 9+. L� .\ SHOE MOLD (SEE DET •'L \ '' ABOVE MALL F .COR r SPEC FICA*ON5 J/AI?2) I 1 �1 TRIM BOARD •1 (SEE DETAIL \ ( a GROWN ASSEMBLY '��'E A C - I. - �' 5-�E Y J,r, , . + F f _ EipAR PER �' Cr • i J/AI?2) ♦ 1 I n 'ORR GOR '. ( 4 1:I)" 12' Q•_A.E.f. • J (SEE DETAI.. ../A'2 2) ABOVE MAL. 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M/A91 i' SCREWS THROUGH PRE-GRILLED PILOT HOLES STOP' PRESINISPED SKu •20A.2010 TA ,n ,��`" r SLOPED STOP PREFWISHED - 1 `� 4, ui f . .. ' --��' WOOD FRAME ASEIEMBLT SUPPLIED r:4V � SLOPED STOP (MALI SIDE ONLY) / (� ' � � BY OWNER, INSTALLED BY G C SKu 1120A2053A F i . V 0 1 D _ i.�v I , ... • WOOL) FRAM ASSEMBLY � `r 1, 1 V ��-� SHIM SPACE - '� 3i1PPt IED BY OWNER, C 1 h F5 \ 4, L.� w SLOPED U SHAPED RAMS 4•.4' �' � � ill ^ INSTALLED 5Y C.C I . ' PREF NIS►IEP SKU W20A2033A '�'4 (1 ♦ 1 ,:.., 1. `•r ,%ry - t/2' TEMP GLASS BY G C I �� } 1 q---- t � �� + STANDAR() WINDOW ,,I 1. U' SHAPED FRAME 4'M.4' `, p' Cl t .».�rl.�., •? . 4 SUPPORT BEAM REFER PREFINISHEp SKU 1170Ay077A IT" - + a (� /- �I r r ,n t0 DETAIL M/Aq I ( I'. l o o ni,q I �• DOOR JAMA-STOP {'REF N.SHE[> L ? ter-, . . 5 PIECE MULLION 1 DOUR PART OF SKI 1120&334+A ---i +\ • , _ ` .• 2 1/2' 2 1/2 .H000 DOOR ASSEMBL I 1 ' SUPPLIED BY OWNER ASSET-IlkREFER TO K/A9 t v Y EXTENTS OF Mut L ION Brp• INSTALLED BY G C. i, 4 I \ • ; '1.../D .A55 BY C. `� ,.1 ' ' 'ORE SIDE 4, MALL SIDE _ _ 1 l + EXTENTS OF MULLION / \ Er•Eti'•., _, 5_. BELoo, PRE PRIMED PREFINISHED (DARK nA►IOGONY) BEYOND / ! c -� WOOD AND GLASS DOORS r54iM SPACE. / 5 Ati;A4: ..k....1.11".. 5 PPOR' BEA" '~"• sp.; ' •,•Ati: , n• Mk, .;.L.. A 21 SECTION THROUGH TRANSOM SUPPLIED BY OWNER, BLOCKING AS REGuiRFD WF't 4 ' ' : t 'A ""-A4 ' r" / r. NG AS REQU RE: Fit r,k '" 'A '-' .1 - ' STOP, PRIMED SKu p".'OAJ ' I NSTALLEU BY G C i.4. J. SLOPED STOP, PREFINISHED SKu 1120A?053A +STORE SIDE MA. . `. ;)F t I i\ I I • SLOPED JAM, PREFINISHED PREFINISHED P1E,:ES r\ w SKU 1/20A20391/20A2039.4, GCI (DARK MAHONY) IAMB PRIMED 9Kl' 1120A2020A O rWjKI i) gllF•RIMED \\ to 1 ' I , or3our‘os4 I ' j - SLOPED wINDON Sil, SECTION AT DOOR HEAD G INTERMEDIATE DOOR .; AMI- DE TAIL DOOR JAMB / WIDE MULLION DETAIL_ �. 1IPREFINISNED - SK' r A-.:(4-.0•A . r 1' - , i 1 U a 1 REFER PIECE10SIL pE T AL RIL EK A9 t WINDOW SILL APRON r '- `� ~■� PREFINISIIED - 'SKU 1120A204eAr� -. (Cc) i (,‘''l PLATE 3' x 3' • .1' . . • -1 .A 1.; a ' WOOD S • If I I PREFSTOREFRONT TR'' P 3RxW3 x,l' 4 .P a ' , •`t': 1/?" T ET`TP�REU GLASS BY G r I Q - 1- 'l SHAPED Cl7RNER 4're', PREFIN15HFD SKU 11?OA70?',� . ► � 1 LF'REPR MED RF N'i/FD ` EXTENTS OF MULLION BEYOND 1 SUPPLIED BY OWNER AND INSTALLED BY GC '.--2I SCREWS 'NTL) ►+OR: +� r t 1 .4.......4.1 CL I + DOOR JAM-STOP, PREFIN,54ED REFER TO INDIVIDUAL DETAILS (TILTS SIIEF') FOR SCREWS INTO` •t4' ti • • PART OF SKU 11?OA.I'SISTA { ~ I 455Fr`Rll r MAKE UP . a' , , . .1 ..A f A •. . , a . ' . ,, W PRE PRIMED MULLION PIECES I i I I �'!� PLATE 3' x 3' I I "'• " - CC PRE-FINISHED MULLION PIECES I • •L' SHAPED CORNER 4',te', PREFINISHED - SKu 11?OA2071A ,f v a . • I ♦ Q I.- STOW! t A MAL IIL)f (DARK MA44OCONrI I I I WOOD SCREWS. EA SIDE, h' I + SF-1 V-GROOVE PANEL (SF-1) II ~ Si WOOD SCREWS, EA SUE ti' •. M• i I �"'1 I (i) J O F' 3� (2) RIO x 3 Il? LG WOOD SCREWS I k' , , v I 14 _J ] 3 PIECE JAMB I DOOR '-S III 1 �, _ Cl') AS5Et1BLY REFER TO SCRIBE V•GROOVE TIGHT TO FRAME I 4 C. TO USE OWNER iUPPI IED SPL IVES TO CONNEC' STUDS, 5/e G w B AND 3/4' WOOD : ... ;xi a F,IOIX) SILL. ASSEMBLY SUPPLIEDPIECES AS APPLICABLE ALL OT34ER PIECES TO BE • ' Q U = ' �, ? ' / BY OWNER, INSTALLED BY G C 1 ETAIL K/A9 I + 5� T (2) •x` Z co FINISH NAILED CONCEAL NAILS WHEREVER POSSIBLE �. Z0 (N "" WOOD JAMB AI,D DOOR ASSEMBLY I ""i f" SPOT PAINT P-2 AS REQUIRED TO ACHIEVE LIKE w Lk: LIJ I- N 2Yi NAILER CONT • ? SUPPLIED BY OWNER, INSTALLED BY G C NEW CONDITION (1 1iL/PFYMT PEA'" REFER 'o "'E"'A , AQ u Q Q (I 3/4' e. I�' •t Fi Z CI)II -I p. II W v, cno Lel 3 5/8" M T i 5 T u D 5 • Ii' c Q C.7 ` J 1,/ ._-�_ ry 4,,, ,, _ (q) 5/e' T HTC.K F R PL I•KX)U Cr ` 0 cr 'j I/e' SEI TING BED d' \ ►- ',.,' - .,4...M. 2 t ,• , 1/e'niGA , S _" IN �1 K STOREFRONT ASSEMf3l IFS Aq�l> w oc 3 0 o '\,A01,71}' / (SF )GROOVEAl i'�r �� . . vol' OVERLAP d�+ 41 , 14, 1 I �4r► I 0 0' MAX10' C,' MAI Z I r U Cl) o 7 -� _ STAINLESS 9TEEl BASE ADHERE() (1 _ (RE ER DETAIL C U ;;, P. TO WOOD BLOCKING, GC TO `" H- m Q (� 1" I CALL LAMBERT SHEET METAL INC R' J D/AI??) I - 4,4 1I . I Q 3 CM ►_ •,. WITH FIELD DIMENSIONS, PIIONF l (2) 1116 6' RUNNERS UNIMAST SOCRIi I 1 I I i I 4. 3/4' F R T (611) 217-03e4 1f OR EQUAL ` ---M� I PLYWOOD ;• /K r • G L TO SUPPLY / INSTAL (i 11 \ I/2` PLYWOOD N� /i ✓ i' X lb GA MIL CONT VAPOR BARR ' w • w •• MTL STUDS • I. LEASE LINE START OF IN L. t �~ t �- 12' 0 C MAX FLOORING EXTENDING 4' UF' ^' --� - ' ,... ...- I THE FACE OF THE BASE BOARD \ !II91ANDARL' WINDOW BEAM SUBSTRATE w f R T WOOD BLOCKING AS REO'U STOP PIECE NO REFER TO DETAIL 1./A91 I I \ 1 -- BLOCKING 9110t[1 OF CORNERS (AS SI10WN) 1.__1. t y ,• . + �T PROVIDE SILICONE BEAD AS REQ'; TO ALLOW FOR ADJUSTMENT Of TRIM FOR 1 ' 3/e' DIA HILTI KWIK BOLI II TIGIT JOINT • MITERED EDGES 4 PROVIDE ,e; 1 EXPANSION ANCHORS Al 1?' t/c to SHIM SPACE AS REQUIRED I ( \_� 'i' SIDE W/ I' DIA ►IFAVT WASHERS M T , L t• �-NON 5'RUC' L ( 111 . j } SCRIBE TRI BD 111'2 144.11 TO I A, INIK_> A._ NEWEL 1 'SSL IDLY MIN (4) t I CONK- TOPP'14C 'f1VANT FlOplr ti. ♦ 1`11'.1 FLOORING \ PREFINISHED FRAME i1 xi 1/7' SCREWS PER {,. ' DO Nal REMOVE I MALL FL(X)RIN[. ry GC S/4• MOO Bfa1►RD OVER S/e' (aYP BD FULL BED CR 100 PS1 API-ESIVE M 1)IA(,RAM FOR INTERMEDIATE MT TYPICAL FRAAIIINc, STOREFRONT WINDOW MUlli(1►N I SECTION ntFtOUGH BASE MULLION & INANSL)M CONNETIONS X5227 ' - SHEET SEC . TFIRU STOREFRONT WINDOW J DOOR JAMB DETAIL WINDOW SUPPORT BEAM DFTAiI M STOREFRONT FRAMING DETAILS A9 . 1 .W WWWWWWWINWIWWWWIIIMWWWWW 11 1.11111 I I , ',I Ft II 3 1 • M. 9 . *.t:., -. 5 »1011111.11.fr -..__..- --- __._.___-_-_. -. - - -- - - - - -- - _ .. 16L...-......_ -- -- - - - - 1Y_ _ - _- li 4441R0 '1ONOPOINT L IGNT FIXTURE Milgo ?ONOPOIN• , (0.• • , •.,kl W/ TRANSFORMER MOUNTED IN w/ TRAF'SFORMER MOUNTED IN 3 S/1D 20 GAUGE METAL STUD WALL CABINET CEILING ON 4' NAL. CABINET CEILING ON 4' FN•fR NE '>< wA, . BRACING • 32' OC SECURE TO OCTAGON JUNCLION BOX REFER OCTAGON JUNCTION BOX REFERS,AtipARL////// StRUCTURE ABWE (NOT ,)ICK` FOR UANN`Ts FLiAXNUNI', WITHINqfACQO LIGHTING OF FLYNUFOR WITHIN --.�. _�_ -- -_ t C,ON T I NIJOUS 1 I/? r 2 I/? PL PUL,' 4' OG 1 AC,ON ' CIC (.( _ 1 M• FURRING BOARD SCREWED Al ALLSF'. NE Bt WEEN WANES r,...,,.,,.1 / JUNCTION BOX 5/6' GYPSUM HOARD JUNCTION Hot 5/s' GYPSUM BOARl1 II Iplll AHWE 9�ANDARD CAU;K 0 j / METAL STUDS WITH MIO X ? 1!2'L \ _- - - '� 1 O FLATHEAD SELF-DRILLING SGREWS 5/E' METAL STUn FRAMING, 5/0' METAL STUCI FRAMING �__ _ OVEN IO'N'S r , I 0 V t0 in CONT li GAUGE / l • Ii' r • Ii' O r. F ti S►�E:, HEADER *� ALUM CHANNEL (? SCREWS AT EACH STUD) r ►+F OF Ff0"O►^ C>F SCREWED TO r " PLrwSC FURRING 3 5/0" 20 GAUGE METAL STUD •• �• ") r r)//. // �' W „ FRAMING R ti O C r- L 'Bk.•NGS . E ND 110 X .i,4 . / 5,6' GYP BD SCAB OVER I� • r p L SELF-DRILLING d DUNTERSINK iLAT EXPOSED PLYWOOD FURRING IF CROWN ASSEMBLY A' CROWIN ASSETl3Lr A V E#.ND) Eh� ANE. ' \/0/ HEAD PHILLIPS I COOL REQUIRED l ) (SEF DFTA' A/AI?2) -.1-1.1-111)1 (SEF DFTAU A/A17 2) SCREW 12 0C TRACK LIGHTING i (SEE FL ECrRICAL DRAWINGS) i . • • . . AROUND 94A,. ')TAI4DAR.. • • , CROWN ASSEMBLY. or AIL A' 4; I •vp r� (SEE DETAIL A/AIJ?) j ) M I 1 i - • _ I r.R!X7VE '^ :,-''A'•t - d / CEILING GRID STRIKTURE WITH 5/0' 5/0' C. PsUN BOARD /?' V GROOVE PANELING (SF•') (-. ; t ' / TYPE x' 4YWjLJM BOARD FINISH N R • N • j '.E 'E E • 7,,,•••••=4Iri . 1 r i -* CASING MI (SEL DEtAIO - CASING rl (SEEDf'A ,`,'A. . A ROw OF',r, Ij .L-. - - SE[ REfL[CTEp fiii J/AI?2) FINISH NAIL, SET 1 /AI??) FINISH NAIL, ET1 • ItfX,' ,..! BFtACrF >CEILING PLAN ,4FILL NAIL HEADS . F'LL NAILNEAPS A„ AA., 5 AhpARUS II :, '.DECK EVE.NE5S N A.. �, } 5/0' C,YPSUM BOARD ON 2 �!?" 1 ! t•- �.r FINISHED OPENINGI- 1 FNISHEUOPENING .iA... CABNE'SI Q I M T f I ETOL S UD RAM NG • K 0 C - - (sEF SECTION A/AIO 1) � � t (SEE SFCt'I� A/Alp I} SEE 'FLOOR AND WALT FINISH PLAN \ ".'WOOD F..kkNG, tiE.•'.: TO Df.TFRMINE IF ADDITIONAL CABINET JAMB MI (SIE CABINET JAMB Ml (SCE /•GROOVE 1 wA• 0 3t DETAIL. J/AI?2) FINISH NAIL / DETAIL J/AI?7) FIFJISW ►VA t , ','AN:iAR:: Z i I [i j / F! LAYER OF I/?' V 4RO101/E (SF I) FI �� -� \.10 PANE, NG 15 REQUIRED SIT 1 Flt.l. NAIL HEAO5 1 5Er / FILL NAIL HEADS / +' / WALL STANDARD ALIGN TCJP OF CONTINUOUS F R T WOOD / CONT NuCXJS F R ' WOOD / -. .�./C .,M.+:.- r� ,I STANDARD W1 TH f INISHED OPENING BLOCKING SCRENED TO ME TAL BLCX-K'NC. S.RIAED TO ME'AOf 1 '' OF C.ABINF"T SET ALL STANDARDS STUDS (W►+ERE CODES DOES NOT STUDS (WHERE CODES DOES NOT I _ IN ROOM WITH LASER LEVEL. PERMIT wVOU BLACKING, G C TO PERM ` WOOD BLOCKING. G C TO -. '••f Y.,, :J1".tib r N`»-f' • 'E, _ SECURE STANDAZD TO USE CODE APPROVED MATERIA,5) USE CODE APPROVED MATERIALS) ''ANE• 1%'A • • , • ^� C� 2' 0i' IK?RIZONTAL WC I) FURRING W1TH .:. • ' • • - .. A SCREW THROUGH THE RIGHT LEG ut ;,.•Er-.,: PANE, ;' r. . .i' .. t•- (GYP TO GYP) OF SIAND•1RD AT All lORIZONTAI I r • - I FURRING ,NsTA„ ROW of CANINE T HEAD DETAIL CAB NE I HE AL DE. I All. •._.__ -_- O 'STOCK ROOM' SHELF BRACKETS IN (ADJACENT TO GWB) IAD,IACI NT 10 SF-1'1 /� Fto r) ALL •WALL STANDARDS TO CHECK ` 1 LEVELNESS IN ALL YIALL. CABINETS iI4' CABINET HEADER DETAIL WALL CABINET ELEVATION 5i• <•-') pIM�N`jIUN NU1�5 l C .A, t ti '7 1 I FOR ROOMS WI TH V GROOVE 1 . ' (sF-I) FINISHED WALLS I �- '1' ALUM J-CNANNE, ON A� '1!4 FOR ROOMS WITH GYPSUM I t �' 'T" c� h F ' HOARD FIN1541ED WALL 5 /2 4 2 /c asOCv ,SRR NG 6�' I I BA, K ,A.. ' AB NF' R'XY' ..A-. • /2" r 2 '/2" )�, v,A.00•: F,,RR 'rl, 'i : f , A, 's > - -• 3/4' V (•ROOVE PANEL (SF 41) AH NF ' • ( CHER HORIZONTAL PLYWOOD !r -_- W f FURRING ON 5/0' GYPSL, 1 BOARD ' 1 a 4' () V4' r '3/1(r • : /2'_.. ..40 02 5P.. NE 1 I ...�""' 8 ._ ' G C IS NOT TO RUN ANY EXPOSED / 4 • 2 ' I FASTENERS THROUGH V-GROOVE i z u VI „ PANELS - REFER MANUFACTURER ,, •, , ' 1 I ' I a : G r„ T ': H , �� e ! SHOP DRAWINGS /� • . '/ .• q C C �` ». _ • i' DEEP '►+ELF ON METAL 5HELF I •• � • •• ' \\ y 4 • BRACKETS - PROVIDED / I \ I INSTALLED BY CANNER I CONTINUOUS 3/4' X 2 I/2' PLYOUD I W 1 i, - FURRING SCREWED AT ALL METAL i \ I STUDS INITH RIO X 2'L FLATHEAD / -y - 1 -1, SELF-DRILLING SCREWS (2 SCREWS fir/ ' I AT kAGH STUD) - • 3/4 r ' '/2 PLYWOOD FL•RR N. , L A101 2 tiff'p. . :.AN tiF j 3/4' THICK r I2'WiiGH MDF BASE ! V-GROOVE QEF' END PANEL I ,�- DECK, SCRIBE O ALL WALLS , •I I - I ,I ' \ • NOTCHED AROUND CABINET JAMB / • -f- • WALL STANDARDS, ATTACH TO V- GROOVE RiC,•I'' END PANEL I - o - BASE DECK FRAME WITH -.�-- '\ CONSTRUCTION ADHESIVE 1 FINISHI 11.-....' -. NAILS, SET 4 FILL NAIL HEADS • :—. 4/1°111r . `�`•••••• I ( ._ ) BASE M' yCRIBE TO FINISHED V-GROOVE ''SID PANEL • ,- ---V4*' _ f FLOOR (REFER TO DETAIL J/Al2 2) - 1 \ • � V I ALUM WALL STANDARD ..� I I . A • 11 EiASE �RA"^E �.� r 1 , ( \ )I , L ` 1' /? X 2 ALUM ANGLE ON 1'-4' I' NS'A. DQE-FAP N-• ' R !( 3/4" X 2 I/2" PLYWOOD FURRING •RA^f",; AN,'.' Af,' SE (ANT I I/?' ■ 2' ti GAUGE ALUMANGLE \ \ FINISHED FLOOR i ,A„ ;•R.r ' Rt SCREWED TO PLYWOOD FURRING WITHii I I _ PRE-FAB MODULAR 3/4' MDF BASE i I CV RIO r 3/4'L SELF-DRILLING COUNTERSINK FRAME, SCREW FRAMES TOGETHFW N. F; aTNEAp PHIL t•x, SCREW q' CC. / TO SIDE WALL STRAC* JRF Eo--. U (n h A WALL CABINET SEC TION D WALL CABINET ASSEMBLY C ABINI T BASF A SSI MRLY W U CL. I wAL.. 5'•ANUARJU, 3/4•' a 2 1/2" 5 1 ',r. r : ./. PL./.NLAi", ' ,..104.,`,“.1 •+_.." A'`.�,-L 3 b/t'' ' 'A. .RAM'ING • b' (` (n DIMENSION VARIES (REFER TO WALL STANDARD SPACING MATRIX) ^^ / J-CI-IANNEL,V-GROOVE PANELS, PINE-FAB MDF BASE DECK FRAMES, 3/4" MDF p • FACE of GYPSUM (GYPSUM BOARD TO GYPSUM BOARD) FACE OF GYPSUM BASE DECK TCP, CASING, JAMB 1 BASE 'RIM AND LIGHT FIXTURES PROVIDED B` 5/5' (,vP5,.' ENoAR: . I Q BOARD (TTP) BOARD (TTP) - "ALL STANDA D SPACING $ BA�k FRAME MODULE MA-" L' OWNER, INSTALLED BY GC ALL OTHER MATERIALS REQUIRED TO COMPLEtE THE 0 G CONSTRUCTION OF THE WALL CABINETS PROVIDED 1 INSTALLED BY GC ALS /2' V GROPE PANE.- NG SF - i 3 .1 CC k' GWB 1' 0i' I'-10' I -10' r_ok k. GWB )4'0 1,/� .BALI- STANDARD GYP TO GYP BASE FRAME 10DULE(S ) SMILE BRACKETS, SFIELVES AND mERCNOND,$3 NG FIXTURES PROVIDED 1 INSALLEDr x T ORES NTC' STORE (AINf ,NuUU,, $ R ' 9400. H,.Of K Nt. CC HOIp (TYP) HOLD (TYP) HOLD (Ti'') HOLD (TYP) / QUANTITY DIMENSION I QUANTITY / LENGTH H DINNER C. C.GC TO UNLOAD AND ►iCh/E AlA; , I 1 CC / , * SCREsaEC 'O MESA, 5', DS (w. ERE Q • I I ! IL REFER R TO CONSTRUE'ION PLAN FOR QUANT '` AND 512E OF WALL CABINETS WALL CODES DOES INC" PER-' ' ..4(.1•:' j J Q I 2 31-10 1/2" (I) 3'-B CARNE f DIMENSIONS AND NA STANDARD SF'/lC-NG DIMENSIONS ARE CRI*ICAC AND BLOCKING. G c J — I T ARC TO BE HELD APPROVED MA'IR A,.; ' I ' I Q (I) I . I ,i II c.� Z .___ .-_,.. . -----___-_-_- - - --- _i/A'2 .'; (.1 ,--4_. - 3 5'-8 1/2'' (I) 5'-b' (AEiINFY JAMEi IF (SEE DE'A , ! ~ O N _ ---..._ •. . • --.-_._ • , J "' rINISH N!-',. sr / F'._,. NA._ HEADS , J LLJ ...-o--•-• . . . _• .. GENERAL. NOTES Q `� a • N f . CASING M' (SEE DET AIL J,,A' : , ' -'.. Z (T 1\ _ _ _ ... _ 4 7'-b 1/2" (1) 7'-4" NAIL, SET I F LL NA L. uEAIY!, Q = Z LLI W _ (J) Q O CD C� C� ^*v p, qI_q 1/2" (I) 3'-B" . (1) 5' b" / CAF3INFT JAMB DETAIL (ADJACENT TO GWB) CO s Q 1/2' V-GROOVE PANEL (SF-') OVER 5/5' C,YPSUm0 0 O BOARD ON 3 5'S' METAL ^1UD5 AT 'SIDE' WALLS -c.'' j) I W (TYP) , WALL STANDARD SCREWED 3/4' P ,W01X FLRRING l o II'-2 1/2" (I) 3'-B" * (I) 71-40 TO PLYWOOD FURRING. ON l (VE R'II Al 1 I Z U Z U') 0 i' DURING ASSEMr SIDE AS BLY 3 5/S' ""F'4, (1T1'n FRAM NO: • 5' ('I ' • < W Q ' Ll r I 1/2" (I) 5'-`" (I) ?' ,�" 5/A' MTL STUD WAIT - 1 !1 GYPSu. tk'ARU • U l.... T'd"i)116.. 13 0 / ' Q „�I.� I . M I/?' V-GR(XNI VANE. N.. (SF-I) - ' '_. • -- 5/0 GYP9l/ BOARD' -71 14'-10 '/2" (2) 7'-4" �. Cf7NTNuOUS F R ' wC)OG BIOCK'NG 171...mill A ., H 3/4' PLYWOOD FURRING SCREWED `0 E`fETA• STUDS (WHERE 110 (HORIIONTAI ) L�� P MIT WC0O , A'1� CApEa DOEa NC7T ER r 3/4' V-GROOVE PANEL (SF-a) OVER HORIZONTAL PLYWOOD ! BLOCKING, GC TO USE GODS AI ,% ,� APPROVED MATFRIAI.$) t � FURRING AND 5/S' GYPSUM BOARD ON 3 5/6' METAL STUDS • i/4' V GROOVE PANEL(SF ' 'I • 1 - ?r F R T CONTINUOUS WOOD BLOCKING (WHERE (ADE Al 'BACK' WALL SEE MANUFACTURER SHOP DRAWINGS ' . - , DOES NOTE PERMIT WOOD FURRING, GC TO USE CAULK ANY OPEN JOINTS COSINE 1 JAMB MI (SEE Ut 'A A . A 7 2) I I ! , +� FINISH NAIL, sr 1 ' , . NA , HEADS \\\\\ CODE APPROVED MATERIALS) EXTENTS OF 3/4' MDF BASE FRAME 1 DECK (BELOW), FOR BETWEEN THE PROTRUDING Lt.. l' 1 \ CABINET RUNS LONGER THAN I?' LONG, SEAM THE BASE WALI. STANDARD AND THF - CASING MI (SEE DETAIL u'A1?2) FINIS► '7' V-GROOM 5/5' GYPSUM BOARD ON 3 5/0' METAL STUDS (TTP) DECK OVER A RIB IN THE BASE FRAME (REFER TO BASE V GRCXVF PANEL INC. NAI, SF / FILL NAIL NEAPS PANELING (SF FRAME MODULE MATRIX FOR SIZE AND QUANTITY OF FRAME , SEE 'FLOOR AND WALL FINISH' PLAN TO DETERMINE SECTIONS REQUIRED) WALL STANDARD PROTRUDES 05?? 7 1/-c. BEYOND EEL ( FACE OF (' AE�INi T IAMB PI TAU IAD.1ACE N T (� ' Sr 1 IF ADDITIONAL LAYER OF I/?' V-GROOVE (SF-I) V-GROOVE PANEL (TTP) SHE". 1 PANE: NC, a Kfrof)IREp FACE OF BASE BOARD (DFLOW) WALL CABINET PLAN DETAIL - CAf31NFT STANDARDS DETAIL � � t ; AE31Nl JAMB i �E r AIS n � �� SCALE ' I/2' • ' (" �'� . 1 _....................... ........, , /J'R LErUBILITY STRIP , , .. 3 0 X . • r. I , t" e • 4 v G r t '' T Iiii ' .. 44 Mr • mM...�'•.+.m.... .... ....,. , i - 1___ l T — r N4) r I Ir L $ (10 g) ,r►i I I 3/I1r 3'r a' PREAT TAGUED FILLER BY ELECTRICAL CONTRACTC7R 9wAll VERIFY FOR \ \ B4 frommo r M CABINS' '"�^/UFACIURER (TYPICAL) SUFFICIENT CLEARANCE OF r►IE 'N' FIXTURE `` / 10 "r j'r a PkEA�tAC.HEJ FILER pr PRIOR t0 'N!1TALLArION Dui t0 POTENTIAL `� LABINE' MANUFACTURER (T'I'P) / it CONFLICT w'1N EXISTING OVERHEAD BEAM / \ �,.,� , cD C NOTIFY AIF CM AND ARCUITEC T FOR ANY 3/4'. 'i'r a "REATTAC1ED FILLER BY c` _ BEAU BOARL' (SF-3) PANE: C'VER 5/e' Galli DISCREPANCIES SEE 5'Et' A4-I FOR CXAC' rt �y J E GAB NE AG URER (Troy) *CO ON 3 E. MEi'AL STUD FRAM NG • li' U C OGAT,� I / - ' PIFAt) OARD I'ANEr (SF 3) OVER 5/8' '�"'� M .�_.,. . . . . . . . . . . . .r".__________ / /mm ttNB ON 3 5/a' METAL STUDS • '.i' O G • P•� 00 fV I'-5o fi� `� 4Co S►. LIMB 'MAD BOARD PANEL (9F-3) OVERVI S• / PRFFABRiCAtEU PREFINISHEG AOr -ONO PANEL) 5/a' C.t+'il3 ON 2 1/2' METAL slur / �' So, / CABINET PROVIDED BY OWNER AND _ fo)0, FRAMING • Ii' O C 1 / 4<v1 NS ALLEU HY G C 5/e ::t A)►. :14 p/?'..""E'A 3JS04GR , 4.0 I1 /' I WA." `d, • i O i1 55 1 I 1 • 6� 14 �1Q� / \ (??' OR 44') SEE i' ‘I RECESSED wA,.L STANDARDS BY CABINET �- / ' GCt►v5'R�C' Gh P�Ati + A`_�".c. r. ,EF ,t ' ;A : :' ' O \ A .P .1:..Z) rrl MANUFACTURER (TYP) CASING M3 (SEE DETAIL JAI 2) CIO ' p ,A,•r • :./ ItL....... . �� 'Vr tiI11 ., :VI': ts--'- _1,�. • RaNI1 oc PREFABRICATED PREF,N�S►+ED BOX , ' +• ...t.._RJ�_� CABINS' PROP DEU B� OWNFR AND �/ ,47 �+ 4 , j', e ' . .F4ti• ;:c.',Ne";13,AN'ltF: :: f : -..::-.' wwdemw :) (---.) 1 C INSTALLED BT G C "'AN FAC _kE4 Yo ,+ N ` I • , / I '•CJ' E X S' N a, MI '11-1 / nlr}J r •� nF•' / ✓t A'.: 1 Z 3/4'r 3'r a' F r r ER �'!� CABINET l / '1` 1 ( �- -_ 1-4. , J loomml - • MANUFACTURER ('YP)• (NOTE G C �IliI �n �'t: i �"Rsr / n'us �; •.., kECESSE� . G«' NG r 1'.,RE TO PROVIDE AND NS'ALL NO' ( !' 9 •1 PR�V UE. B' NEk A4, �� rel . I'-3 LINE OF CABINET BASE (BE..OW) EXISTING) '.5'A-_E H• G C PkEDR _.E . Z (DECK) RECESSED LIGwT ri FlyC•URE ! f1 f �,, J r PROVIDED BY OWNER AND / I 32' �, i „ • _ __ u+ f Q = I -4r NStALLED BY G C iN PREDR . t:; + .i�� i i V(. (E�A9E) '- �r '1'203) w .E d - I^'! ' I �irmf , �u r t ,,, �'� ej '- (B1 . w2 & W4 CABINET LAY OUT DETAIL« if1ii ADJUSTADLE SHELF AND DRACKE % •-• M c0 1! i''YP) PROVIDED BY OWNER, ---1 )~ NSIALrED BY GC A�.,,5'AB_E S'.E_r AN:; BRACKE' ADI.+ERE CAE)NE 2 AN:; 'R v , GONG EA, AN ',�4 k�'gyF.j B' )w'.FR 4 FAVEsfRS ,SE:, . 1 PREFABR G►TEO PREFINISUED BOX q N)/\ Ir CAD NE' PROVIDED BY OWNER AND - 1/ P N5 tA..LEU B' Co G „' \ • 2 ' 1�' i' v �! • kili e / 1-4, G C 'C GL.,E CAS'NG BLOCK '0 '.•E F ...ER IE _ - LINE OF CABINE1 BASE (BELOW) 1 �'► DLOGKS r � r< .. _,//,'2? PROP'DE D B %fi ♦. v P' k. �wtiF$ • SIS(SEE EU B' G C u ` ,11 / 4 1 Eli „ti v I `' ,v 9 fj ' UA5r.C.; , NF ND�CA`ES EDGE OF CAB�NE� ABOVE 1. of k 11 13 ` ::AS.•ED . NI N:)CA`ES 'Act '?F BEA✓ BOAR: , 4 4"' "ANE. (5F 3, ABOVE x M4 & M2 CABINET LAY-OUT DETAIL 1 • 4AS,EENERS85E AN: .R ". NC AN' y • 1) I I/.1» I._Q > 1 "ktA.,AC. C 3/I'. 3'r 8 ' ..ER t CAHNt' (k)f, "•AN I AC'JRER ("1') (r - PREF N,S.+EC CAB NE' I'!", 4 G C TO GLuE CASING BLOCK TO TUE FILLER BLOCKS, THEN NAIL A3 NOTED 2� W-2 AND W-4 CABINET CONNECTION 3/4'r 3'r 8 PREATTAG+ED r FR B BY CABINET MANUFACTURER 101V ADS.+ERE CABINETS AND TRIM, CONCEAL AND 3 " PRt A 'A .F ' . .E w FASTENERS uSED Q- :AP%F. "A.,.rA.""_RSR r PREFABRIGAIED, PREFINISe.ED BOY BLOCKS C 'O G._,E CAS NG B.-OCK TO '04r L. ER BLOCKS CABINET .- I — --- ---44 ADwERE LAN '.1t,F '5 AN: • "" CONCEA. ANT s r r 1v FAs'ENERS _L. .r .• uNE OF CABINET BASE BEIOw EN PANEL) I '- LINE OF CABINET DECK BELOW I DECK SUPPLIED BT OWNER- G C 4' I FACE OF BEAD BOARD PANEL ABOVE TO INSTALL AND SCRIBE BASE -- , I BOARD TO FRONT FACE CABINETS `BASE) Iik"if i, DASHED .. NI N:JCA7ES E:X•E OF GAB NE' ;ACE CASING $3 (SEE DETAIL J/AIZ 2) PROVIDED ADOVE PRE'AEiR '.A't:. "Rt' •.5.••E: ii+ . BY OWNER INSTALLED BY G C I I'-3i' AA NE' - - - - \ \ • FACE OF BEAD WARD PANE. ANNE Artr (DECK) CASING A 7/AI2 SuPPL''ED BY OWNER ,NS'A.,ED J--- NG +T SCRIBE BASE TRIM TIAV C*" TO 2X4 CROSS % \ '' HT G C fEry elk, AV +<INts44 FLOOR - ___.. .__.. �. C- i F'REATTACNEC 3/4'r 3'r I FILLER BY CABINET __- �'� • _ _ _. MANUFACTURER (TYP) FINISw FLOOR --- • --_.. PREFINISwEG CABINET PANEL _�_ _ 1 PREATTACWED 3/4'. 31. E F ..ER B`' LAB NE. F N So. F.OIOR I� '----............4, MANUFACTURER (1TP) N 1 I U) BE - LINE OF CABINE' BASE LOW 2 X i SUB-PLATFORM P.n ,'1N PREFIN SHED CABINS'' PANE. ti T / W LINE OF CABINS' DECK BELOW ITE E lirLJ 1 J k. 1;iwiM2 AND M4- CABINET CONNECTION (A3) M2 AND M4 CABINET SECTION VV2 �Np 4 W?_ W4 CABINET SECTION i) -- -- - W CABINET B4 CONNECTION Q 0 • M2 AND M4 CABINET DETAILS (MAHOGANY CABINET W w A SCALE ASNO'ED SI 2 AND W4 CABINET DETAILS ( WHITE CABINETS► oc I J o ? S a in - 1 (ROUGU (Pt'. r (f)t (RouGw OFT. . . (ROuG►+ OPEN NG) I 2 Z — .J _ w O ” FASTENER U9 pE NE S AND TR•M, CONCEAL AND _A 4--- 44' 44' 44' 44' 44• 44' t Q 1 IPCAB1NE r CABINET cABINE 1 CABINS CABINS (AMINE a Z y BEAD BOARD PANEL (SF-3) OVER ilL .... •.�...,.��..�.. 2 ' 1 S/a' GWB ON 2 1/2' METAL STUDS I Lu c (.J co 0 FRAMING • la' 0 C - - - .. III 44- CAM I RUN IX 44' ;MKT IMI( Ia 41' CAST MIN co Q BEAD BOARD PANEL (SF-9) OVER 5/6' GWB ON "i Z 5/6' METAL STUD FRAMING • Ii' OC DASwEU LINE INDICA!ES FACE I~ 2 0 - CX. OF BEAD BOARD ABOVE- ITP '6 ofz 0 LINE OF WALL BASE BELOW CASING SUPPLIED BT OWNER, g' I 1 5N 'NSTALLED BY G C (CASING 02 AT jr- _ +- -- a CASING SUPPLIED BY OWNER, INSTALLED BY G G W? 1 ►-14 CABINCTS AND GIBING 11j (RDOG►• OPEN Nu, U CC Z CO CC T At: DE'AIL J/AI'17 CABINET CABINS' CABINET CAB'NE'T (� (Q Q C' •/ (CASING M? AT W? / YMI CABINETS AND CASING •9 AT A T M? 1 M4 CADINE 79) SEE 44' �. ,1i1• ,�• Q W Q M? 1 111 CABINETS • SEE DETAIL J/AIZ?) Q rn .., '- TNENINO GLUE A AS NOTI NG &MA p TO TWE FILLER BLOCKS, 4'' h.. - AT 141 44' C 1 , alt r J. 7 - PREFINtawED CAB+NET PANEL - 'fir r DAIrED LINE �NDIGATEfi FACE , ` F'REFINISwED TQ PANEL I - 1 �• �� - OF BEAD Bf4►RD ABOVE- Tr' * '44 Ai 'i4, .., 1 CABINET ENO PANEL BEYOND -_.._-._._. .-_ Z,_11, i-0�' • 1 �' ) ' , , 44 3'-n o 0 LINE OF CABINET BASE BLLOW AT M? AND M4 - �, �• u \ J 3 - 11' o ?' '� CABINETS ONLY ;NI A ',....,41i.) i 4', Y, n' F u ER (11..,0/.. (*MGR OPENING) (� RQJG►1 OPENING a _• (ROtlfiw cEtiING) a' 4 (R 0 ) 1.3 - ♦ \ Id CApINE' MANUFACtURER (ITP) I4 . . r� 41 , \ .. LINE OF Utp1NET DECK BELOW AT M? AND 1A 111 n n wo Z2' i �� 44' M 44' M 44' M CABINETS ONLY CAEi1Nf' GANNET GAEIINI ' CABINET GADINE' PREAT1AGNED 3/4'r 3'. 8' ft�ER ELY CABINET ?'-R S/S' i' r_ 0`)2 7 MANUFACTURER (M) — ' (R 0) Ii 22' GAU!T IIIA( (R O ) (R 0 ) -- --• IV N' IEIJi 10 U GAMUT RUM 121 44 ANGLED GASP!! RUN 11 44' PLUS 11 W 11111110CAUt1 Y a AN111W CAU!t ' of1Il 1.. T C 1 ,N CABINET JAMB DETAIL(A., E 1. • r'' D CABINET HEAD SECTION _ GABlNET ROUGH OPENING LAY- OUT (DIAGRAMS 1 () 2 IMMO` 4•111111111111•11•1AO LFOIBIEITV STRIP 3 I I i+ r IlL�OIll�L 4t+�J+wli��I1 • Tlt11ikillAu4uvUJ` 11iU�111�1� lli�it tlur�l14i4.1.l.11� � i, jj ,' r i q. " ,, - .. .. •'.•rq�,, '0w".MRNI0.'M'P'•••� M."'.��'.'NrMrr. '�A ,QFM1rr�.� M'1.'111YIP,MIh� -"+....�.«.nAtll.w ..n AIIIJ • JI I 3 5/13• METAL 51u[5 • Ii' I S c. , SECURE TO / 1 i ,AFI' t 'A. H. 51RUGTURE ABOVE (NOT i .. J\ TO DfCK) / b' G C SE•__R, 3 5/5' METAL BRACING • I ' 46' OC , SECURE TO I I g9RDECK, A�( /' / p STRUCTURE ABOVE (NOT I C, TO DECK) .....iii / 3 5/8' METAL STUDS • I`' 5EE REFLECTED ] , L f : I �'+ 5S.1 Rt .E: '_ • �••.y a OC , SECURE TO + CEILING LAN r ... I/4 claim, STRUCTURE ABOVE (NOT + \� I C. E , NG �' 'TG 7EGK) • _ / 5/f!' TYPE 'X' GTP fiOARU 1 �\ ON SUSPENDED FRAMING I / REFLECTED PIAN / ..i E ' CRG►rti Alt r5 9E1 h I /'/ FOR APPRJPRtATE CROWN RQ$ APP saptA-E -t .' O 5ro' F R t PLYWOOD I 4. ^ LI I AL SE! 4'` 'ED INSTLAD OF GYPSUM =� a• r / EiOARD DIRECTRLY BEWIND d CF ". C TRIM (TYPICAL.) 5/1' TYPE 'X' GTP WARD SEE r '. • ON SUSPENDED FRAMING !SEE 'FIN15N PLAN' FOR a. I P,UI,.• 1 APPROPRIATE FINIS ADDgCwc CROWN VARIES, SEE 5ro' TYPE 'X" GYPSur AH,�� f REFLECTED CEILING PLAN' L_.. HARD ON 3 5/t!' MErA‘ I / J FOR APPROPRIATE GROANy �"� SruD5 • Ii oc t 5ro' F R ' PL rwODD •• -. -_F� �� -I INSTEAD OF GYPSun �l 1• SEE REFLECTED CASING r? (SEE DET I r.,,� a BOARD DIRECTRLY BEwINp / 1.1 1 CE4INC Pt AN J/AI21) - 3 TRir (TYPIC/LL) , / I I0 1 L.1 i CASING. rI (5EE Dt 'A . �� CROWN VARIES, 511 �/A11?J 410.0 (1..-A;,•:, RE'LEC-EV CEI NG PLAN 3 S/0' '`PE 'X' G�P5l/r (`♦ i FOR APPROPRIATE CROWN SfE REF�ECTEp `� .�L... r 1� FI-, • BOARD ON 3 5/S.! '"FETAL ♦ + CEIL INiu PLAN 1 ' li _ f O_ STUDS. • 'i' 0 C. - .a►-.. \ - , , 5.iOE ;01:41:... j �� _ 1: v� .- iRin BOARD R'1 SEE S►.OE MOLD SEE .FiMIS►4 PLAN' FOR 'FIN15N PLAN' FOR DETAIL J/AI 2) ( (SEE DE TA L SEE (� ) U I APPROPRIATE F,NISR + --J ISEE APPROPRIATE FINI541r--ri , l J/Al2?) I I ,/A 2 �/' CASING KI (SEE DETAIL ( ^� .. rR'n BOARD r', Cu" r0 .� J/AI??) ~_ I ' (SEE DETA,L J/Al2 2, M 1 A .� ! QEFlrC ID• ,� l I I %/1 SNOE • D (SEE DETAIL. J/A122) ! 'NI . �' SHOE MOLD (SEE DEAL 10 1 I I 'RIn BOARD *3 (SEE V \\\ , J/At?;) I DETAIL JAI ?) \ TRIn BOARD r3 (5EE 1 I w BOARD *2, CUT TO --_ PI \• \ DETAIL ../Al2 2)• i r- �..�.�. (SEE DETAIL. J/Al2 2) - - -- • u tRiM BOARD II?, CUT TO ' (SEE DETAIL J --/AI?2) ( --- >1 v', L- _1._ _- — - AJ S►40E MOLD (SEE DETAIL W • 1 — .. /At7?) I Ix c3 CJ Z O N 5/5' F R WOO PLYD a NSTEAD OF GYPSUM BOARD DIRECTRLY EIENIND -- - 'RIM (TYPICAL) I 5/S' TYPE x GYPSUM G C TO SECURE VER''CA. TRIM BOARD $3 (SEL -&BOARD ON 3 5/5' METAL STUDS 'C 4-40R ZONA. FRA' NC. DETAIL J/AI2 7) 5TUD5 • IV O C PAIN' .:5 NG SEK SCREWS /'''''P ; P-I % E MOLD (SEE DETAIL { - S1OE MOLL) (SEE DE'A L G C 'C SUFPL' ANL) N5 A.. • .1/Al2 2) 3 5/5' META. S'�D FRA" I 0 0 III 0 '0 SuPPORC, . L ' MOUSING ANE it Si , • SECL.REL`' TO WALL TRA"'NG x TRIM BOARD Ii, SCRIBE . �) ,` TO FLOOR (SEE ()ETA% J/Al2? 1 _ ^---- - TRIM BOARD Ii. SCRIBE. •R - BOARD r? (SEE R TO FLOOR (SEE DETA,L. DE TA L ..s/Al2 2) — --- 1/AI??) FINISHED FLOOR iINISNED FLOOR L- — - — -- -}- — - - / • 5140E MOLD (Sit DETAIL II I /AI?2) , l 1 • A 1 ELEVATION/SECTION '' ryrye SEC TION 1 A. I { K'"" BOARD r' SCRIBE 1 N ' OOR (SEE DE'1L ,,A ; 2) 01 t) i C) .n tai 1• 5/8' F R T PLYWOOD LTJ INSTEAD OF GrPSUn _ - Q ( — -_ T __ 81 ELEVATION SECTION LL r TRIM CA SLY DEuINO , Cl) L .•• SCA.E 3' • 0• SEE 'FINISH I' 'N' FOR -� SU 'flNlbil PIAN' FOR • Q APPROPRIATE FINIS►+ F - APPROPRIATE FINIS44 Q I O 5/S.!' TYPE 'x' GYPS Ml' NNNNNI. NSTEAD OF GYF'9uMCC ( W BOARD ON 3 Sro' METAL Yr-4 +------ LINE OF BASE (BELOW) \i‘. ' EIORAR (DIP CAL)L` BEN�• t , I STUDS • Ii OG 1."\ S.+OE I LOLL (SEE DETA L I Q I LINE OF BASE BELOW 5r_t. ti S•• AN J ( ) AA �/Al2?) 9EE N 5►� PLAN SCR r . ". c; . Q S' 1� \ TRiM BOARD f? SEE A�'PIFOP>: A'PILAF N S.+ A"�'k:4-1( A'F N ba.. I J . CASING RI (SEE DETAIL �"' --+ DETAIL J/Ali ?) `a J/Al2 2) • ' • , "7 5/5• •vP f ,X, G�pIr I ` z c") - • TRIM BOARD IFI, CUT TO2 HOARD ON 3 5-'8' "'E 'A, : - NI' x RASE 'BE..C* - W N tII 4 \ - --j 1� r • "'1 ,,�a, Flt (SEE DETAIL J/AI?2) STUDS • Ii' C C •�t = LL I 0 oa = Z ' _ l'' r CASING R2 (SEE 'OrA• = Z l \ 0- IP3M _.. f \� SIa0E MOLD (SEE DETA L /Al2 1) - = LlJ O TRIM BOARD 2) (SEE 1 J/AI??) CASI►�k. III (SEE DV.*. r ~ -' ,...4,-- .- I O m 'Q C'� DETAIL J/Al2?) . . •. . . • 5ro' F R 1 PLYWOOD J/Al2 2) ` �. Z '; W SmOE MOLD (SU MAIL INSTEAD OF G PP9u►, �' � 1 ocLAI?.?) IE30ARD D'RECTRLY BEi+NC ,....� 1 — 1 _ F--TRIM (TYPICAL) �___ �„ J 1 L cr !c.fm. 5ro' TYPE 'x GYPSUMBOARO f (nU (n cr (] "IOL DlfELOw (SEE - a• O G 3 SPAINTE►AL STUDS vie' .R r BOARD II? (SEE / / Q 5S.( ' Uh; DFrA.L J/Al2 2) CD Q Ln V' 1. G C TO SUPPLY AND INET ALL Q. Q ? (A2 Al3 5/8' METAL STUD FRAMING ' / I ' LINE OF tRlr� r'0 10 /0 SuPPOR T NOL/SI HG ANG+40R [ I f SECURELY TO WALL FRAMING ,� "Vt.D (SEE OFT L (''fP) /AI?,) SHOE MOLD (SEE DETAIL 1 1..1‘ 85.- . ' J/A122) TRIM BOARD II 011/44 /0S. + TRIM BOARD el, scRIBE• I`IOlO BELOW (SEE I TO FLOOR (SEE DETAIL SECTION) E!PLAN 0lTAllJ/A1??) yk3A1111(SCJLL E 3' p• :^ O F 4ISMED FLOOR (I OF TRIM - ABOVE _ c.E5lit > / IP .... !_._ _ _. _ (, I • (B 2 •sEc not B 3)PLAN DETAIL U 52 2 7 SCALE' S' I'-0' ,(ALE i' . °' tiff! E 1 A PASS-THROUGH SECTION, DETAIL & ELEVATION PASS- THROUGH SECTION, DETAIL & ELEVATION B n10 . 3 ........ ........._,........................'I,,• A' 1EQIBILITN, STRIP y CrT - A ` . ,0.4•,x. I ? 3 4 5 R ? • R Ip I , 12 I 4 ,e I7 II c. J? 1) J4 - J 1 • §x' 10. w • . •t, I X 3 t I 0I 11,w:1.:1., l; i '„,,i J I II ll, 1Jlt. jJ1,j ,fl�1A111164iAii�• ,_ t 4. . - - ' . rwq/I�q ".r... --....Mpw....e+"...r.. ,n�1.ig-5- .,ww i immilligigigglillig i 1 f • - • 'B GA 3 5/e' MfTAI V SLGukt TO 5tUUCWitt ?xI WOOD k ' CRO��S 5/6' TYPE 'x' GYP HOAR: », - - ADOVF (NC*' K E*RAG,NG A' 24' OC CEILING GRID STRLKTuQE ) D W 3 F,�II' METALt0DECST) UDS �p , • Ii' O C , SECURE TO 4.••••••) M \ \ ' STRUCTURE ABOVE (NO' TO 5/t9' ^'PE 'x' GTP BOARD ^i Clp ON SUSPENDED FRAMING DECK) —�� I �___� `t, VS' TYPE 'X' GYf' BU LINERId F ' O O 1 ri Q_ \ tp AL 5f RIF, ECTED i - - E' 1 f �, i . .. CE,.�NG PIAN I sr!' 'f NG -1E AD BOARD (5/ 4; �" ?' ?0 GA ME'A. ANc;�E + ) I PANEL PROVIDED HT CON11Nu0u5, SCREWED '•O . I SrEDCE� GSTCE I 11? 1 ' MDF DOARD GRN ' r� ( A 5EE PLOOSALED 1iA li O G w 1 SCEWED TO M[TAL ( I I /N\+ ' G C REFER '0 Cr . NG / N I DETAIL A/AI??) •i I _ sCRFw9 t — —� ► ANGLE wlTu SELF-TAP PLAN `njl/] d LCROWN YPF A (SEE , FLATHEAD DE A. A/A!??) •, / GOUNTER�INK SCREWS SEE kEl.ECTED J 5/Of FRT PLY,4000 ON 3 6/6' .».. /// _, i i • �.� 0= r CE'L ING PLAN . . O ,i 8 :A SUSPENDED SRA'"NG / ME AL sTUDri • la O C , / T 1 O 5►K MOW (SEE DETAIL. /AI2 2) RE'ER '0 aE A ON Sr►•EA3 --------_,74/ } NOTE ALIGN HU TT SEE Ct . N4 � ( Z JOINT sEAr 19 UNDER /2' V GROOVE (SF-') PLAN / < G/AI?2 CROSS RAIL PANEL'NG ► / /��omme m / , , . . . . TRIM Q TRIM BOARD R3 (SEE GROW 1TP r, i , , DETAIL ,/AI? ?) i. .. Df'A,. f�/AE ES (SEE �:. ,.. �b 3 . yi7 / ___________z_ INIIMIi /1/ ' jr.77/- 1 L _ TRi^I BOARD $4 (SEE � StJAI?'i)Ol U (5EE DETA // 'ICI1E /•' bEAI BOARD (5F A 4 .� < DETA L J/A.??) PROP Z)::) HY OWNER �N '2 .Pi,' ---- . . f L1 (.. IX. JS) GC TC NSTAA B` 'Immo GRCL�VE (NO FACE \ • U 4 r‘ .. < a3 (SEE / o-- AD LING' HOARD PANE PRO,:)E:. � C.." ES:)S A' IS' (SN'A tN:;S NO b. BEAM -C N'S) AN:',' D RAN ". - ' A•, Y-,4 R -Y . !).N4111111:1111.. ltO • A FALSE BEAM SECTION fti FALSE BEAM SECTION ( VESTIBULE ) 1. ... POP - UP CEILING ( CANOE ROOM ADUI 1 S ) J w A T / NOTE AL. G w B SCREWS / \. / NI \_ . -A „ -•-• -1 / , . Z c� •ARE TO BE • b' 0 C A' •/ t L _ Z 1 - n ALL G W B JOINTS AND k III z AT THE PERIMETER - '2' v u tY OC IN THE FIELD OF TUE 4N BOARD - a Q MT,. s-�D5 BRACED A TO STRUCTURE ABOVE (> AS REO'D J V U FIRE STOPPING PER _-- I) Il • LOCAL CODE (r•P ) 1 — -- / } • ' LAYERS OF 5/0' T'TPE 'X' 1 i� ► ••. B ON TOP AND BOTTOM -J - OF "1ETAL STUDS (' 44R c RATED CLG ) • q'-0' A F F , (u L I L524) #�I Di I - 5/e' TYPE 'X' G w B EA a 11 f SIDE OF 3 5/5' MT,. 5. .I y / a ��I - TIGHT FRC! I SLAB RATED CEILING ABOVE - II It., a'I CODE) ( >NDu46S) `°CAL �, • ;; SYSTEM No. HW- S -0001 �. uI o a 3/5' 14, BEAD BD I PANELING OVER 5/E)' a I • TYPE 'X' G w B . / ' t/ 0. -- c 11 HR.BALED_CORR AOR CS VIXEN t AD.IAGEN' I ROOROO"" O MINI F,'oo� SECTION A - A ss k Li., v ., d D U. L. RATED CORRIDOR SECTIONIL_ RATED CONNECTION DETAIL NON RATED DEFLECTION TRACK cn 0 n • cc U) w cc J I IQ Q ID r Z CO SECURE TO STRUCT RAL STEEL ►' 0 (Ni EXISTING BAR JOIST ? GA VERTICAL HANGER WIRE V� U ""F'1tjERS ABOVE • 45' 0 C. L Llj EXISTING BAR JOIST ..r.- U cz = z rn HANGER WIRE SECURE TO BAR JOIST O = Z or 11J Cn Cn C) it Z W �; HANGER WIRE SECURE TO BEAM - \ 0 C1C C, P" CC (.7 3 C_') W 1042,:;:t•GALVANIZED HANGER _ SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERSQ Ln CO � a AI ABovE -- NOT TO ROOF DECK Q On F- ,=,' REFER 10 DETAIL 'B' 74415 SHEET I I/?' X 14 GA COLD r.OLLED STEEL USG DRYWALL .4ANGING \ cwANNEL C►+ANNEL 7/6' CHANNEL FURRING I IA' 0 C - SECURE TO I 5/5' METAL JOIST FRAMING WI TN MIN S GA ` WIRE .1i)11 \ 111-:' JR - RATIO NOT EXCEED 20G NDTE 11R - RATIO MDT EXCEED k-: 2100 05227 slit I I G ,„ A•! ''• • ' SUSPENDED CEILING ANCHOR DETAIL H GYP. BD. SUSPENDED CEILING DETAIL A I () . 4 5u�t ti A ,+ LEOlei IIJTY STRIP , - ' 0 . illimmommilm . .., . .. .. 3 1L1WLu.alu,,.5f...4 tx r,.1 it; ,a,ll 1,11411 ,I,u, 1i1.�t,11. • r 4TIt.11111111 .,,I,P,"1111111MMI , , - .: ' - a - S, -_ WALL EiASE MOULD NG 'L • (� / 1 END AT CORNER TO Al"OW TWE INSER':ON OF \� i 5/D' METAL SfuL) BRACING Al 4!!• \ HACKwRAF' 1'uRE REFER 'H t t �4AA,r,'tAr,'.I. UG . SECURE 'U 5!RUC!URI MOVE, r 4444M1111111110 i NOT EO DECK �;' 35/0' METAL5TuD5 AT4' OC , ( I J c0 /i- <1:<://-->"'....." SECURE r0 STRUCTURE ABWE, NOr tp / '� DECD � I �� Fh . NE Or CV I i "�a' 71P1 OF GASNwRAP I Ir jingo :t I . �� \ ''/ I \ / II%1 - : �.y tt I '� CON„. Dc: NC' RENC•• ORC TSUEIF.�XJR E:FCR CA. \`\ ✓` ✓ l i ( IIn I Nr. !A•�t U C.ORL DR / Er s' , S:.AEi; I Iwt REF FR '(% F. E(.'R cA. DRAIN NG`, II 0 j . FOR GiuANT 7 COND. 'S ' ` - 1 MO : .'s•..,‘„%:::...` �� I I. �, ( . . f --�. �.r ',EE REF.EC'EL { E • ` V C t N(. PAN ` A } 1 • �� 1 I O OCA' J'r 'JF Eu'CKINkA�' I 1 F': .. Our HANDICAP 1 t -FR A... E4P'YSE:' :JRtiERS `ter. 't 5►+ELF • /2'f x 3•F .00ATE •'� {I t /511.11H. r, I/2'04 (!vi. OF 2) ELECTRICAL STUBr . - ' .4ArCwUD AREA INDICATES I R ' • , 2' BACK FROM TOE I1 PLYWOOD BLOCKING AS REQUIRED FOR .. 1 KICK "k7UN'INC, "'LOOSE (G t. 'U )SE COC,' - r� (SOME= TRIC VIEW SECTION APPROVEBLLXK'NG,S•NORPERM T'ED) 0400r. 1 ' ~y ii 11. lh nX:: ' ,S.. ''ANE. ', r-OV '•ac ', • �•I .. I r !ir AW: 'r. 9 '.,8,' ._.F•A . t vn• .. ��• t.•. • MOOSF.4AD SUPP:IED N'' OWNER G � • �' ,4. A ?'. 500E'••r.E` • . J '0 PROVIDE AND 'Nb/AL. .AV BCX • .n., -..,-� N. °x'Dtr.�, • w t. • • \ 'NRu FINISH FOCI CIF V•GRCIOVE \r NO'E G C ra SCRIBE I I AN:wORED SECoREL r 'O N-INA:. U CASNWRAP TO FLOOR 4 , H:_a.KINC, BOLT '0 PIE CXJt•EU A• r N. 1 / REGiUIRED TO 00'A ED DN MOUNTNG .4r(.44'.4r(.44''' F tjo lDi('ATM '7Ii WNF5 CONSTR.,• ' ' . , -I ANAGER I 7 HIDDEN LINE INDICATES I 1 wIr I GC TO TOE-NAL DRYAL, t. R '.' I t FACE OF TOE KICK BELOW r T I I Twit) MOOSE '+EAB FUR 'N'() INA a :OCA'E ELEC'RICAL S'UD I • f I I I' BLOCKING AS REQUIRED TO 5'At1 UP AS INDICATED 1.. MOOSE •+EAB• SEE D[TAit P,q,. 1 I LCICATION9 •''� I aF•. I v-GROOVE BOARD ON 5/E' '1'F'L - ' X GWD ON 3 5/5 "ETAL STUDS • 'i' Y 0 C G C TO GLUE AND SCREW SF CENTERLINE nF I -1 '10. I TO STUDS • 1i' C , L ' CASNWRAP / BACKARAP •I COUNTERSINK ANL ' . - , SAND 5►"IOC"u - (N L; :A-10w:. 'u ,A,,- .\ N4ROU/ES; BAC� KVVFAP CA F� VVRAI} ISI AN 1)1. 1 AIL T t PIN MOUNT 11,2 .E "ERS 51 'P !•. A., ` ' — 1 I INSTALLED PI' '7wNER 0 r i PICT,,RES 5uPPL E:: ANC: SE' N ''•_A, t 44 BAC_KWRAP . 1 • I C'. BY (JWNFR 'T I` II, • .r�� 1 1 -11 GAB BEYOND REFER 'C F N`r• "' Ate. i I/A' FRAM SNE.' uF'F4 I. PLAN VIEW • - � . —i 1 1 A C A S H W R A P DE TAIL •OLD V-GROOVE ABOVE HALF NRA. i O 4 • • • LOCATION OF EIACKARAP• RIF EU' STORE r Or JRE DRAw'NGS A I )k:I1'1'( )1111 ) I L' & I . it Ch I • NOTE HA5E MOLDING DOES '' r ' CON' ",,.E HI 04 ND BACKWRAP I I - tt Y 4W, ..a / . • —_ • — r -t 'FR Ns "4,/ TOP OF ' NISNED FLOOR — --- - �� ►- CV l — - -------� --- j/• —.. ' - "III''4HR I. "+VE' •f. Sn. .,.,u:. • ELEVATION0,--.—..- ` J) w / 1 --- -- - ------1 E [_ E VA 1IO-)N (BACK ROOM) ( (..) a a LLJ n BACKWRAP SECTION/'''':"..'''''' '''''''''''''''''''.› o 0 cr A1� = a U) -_ „ `-..Z,-- �_ r't0O9E «EAB SUP''. EP B` .uvtiEk nti: U U 2 O N / -/------------":-->---------------- ------------- .,,i--- ' - DOE.TED TO WA.L n� ;:( RErt�a � , ��, � I DESA L Ei.AII ' FU4 NEi'A..A. .)ti CD LL � ►— � CV `� '/ )11 D REi' +v9 Al ' CONST `ICA O ,Aothic T• APPROrF DIA,' ^10UN?I►K. NF ,•••'' Z 41 , , _ 1 LOCA' ^' Q = Z r-- 03 GC. 10 USE LATEX FILLER f0 FILL Q O • -*,..,..,..->, :<'''''' / FIELD PAINT P-? %/ 'LEAVE-OUT' AFTER CONDUITS ARE IN • jo ' .p.'' j I !!LOCK NG AS 4t:a Rt: 'E �( z •Z W / PLACE, GC TO ENSURE TWAT NO SEAMS CCU / IN PLANK FLOORING TAKE PLACE OVER •+A'CHEC Aktl' NC:>ICA/E9 F �' I (.7 O TOP OE DACKWRAP �� 'LEAVE-OUT' \ 1 I I "YXPV ELE `G AS 'Ea,a Z UL•n 0 / ( ' be r c• I.( ) I 1 i I) l e & Fitch APPROVED ALTERNATE Eft , • _ CC .._. . . __ —-_. -- •N20111NG ►POLES GRILLED 1 MATERIAL NNE1tE WOOD b..t0. '... •, k" Cf) W (/') in Q ON SITE AT 12' OC AS / FLOOR WOOD PLANK FINISH \ PERMIT•TED B1 CODE) U m Q CO V. REQUIRED (below IAds) %.--_,.__ .,__.—_-___ — [ _5) (D) BEAD !(GARB F'ANFL r.A. . N F,►• Q C1 F— I/ Ir C� // s .I CA+ Ati b Iif F 'FR1 J I U �� .-.— J 1A Sum'. ED ANI"' 44.'A. I:: EIS OWNER EXISTING MA.L �f ' _ =_ .\\ 1' WOOD TrP CONCRETE FLOOR - —'%44. .........I A •, rtArE �,►4, REFER • :�E'A L INSTALL TIGMT TO TOP ( ) OF MACK WRAP - _ �— D A ''OR V 'A n '� ,`( n I° / :------i_ tw ' SW A' I: '•4EI •t ISA rnWA� ��CONTINUOUS i WIDE 'LEAVE OU�' t nt t"R;7, UE;; N• k of&l . ,~a , I: 1'• • Iri PILOT kOLES FORaE.CREWS - UE►E FLOE ..--�—__— -._.- 1 ♦ - ._i_ OlitiN l vs/ v.v: ... .. HEAD !CREWS t A XONOME TRIC SEC TION COUNTER511VK, ill! E I FVA TION (CANOE ROOM) POLES AND PAINT TO MATCH WALL • 05221 1.) FRAME SHELF DE TAIL • • ,. . r. CONDUIT ' L PAVE - OUT ' DETAIL LBACK WRAP \NALL ELEVA TION ( E-3A (.: KROOM ) J' LEGIBIEItr SINII' Ire 3 . 11 i'Fyt Nr �tr v.a•r...... RECCESSEO DONNA. (s,' CROWN TYPE B (SE[ RECl.E55E0 DOWN, 'GN� :,,L•A 'fP. . .�►+'• E B �E t ^ •,' MI ,..................:, •. mak ............. .... CUiSTRuC''ON F',A'. 5/0' TYPE 'X' (,rP3uM • SU REFLLGIED r-- l DOAID I I I ( ' f `�` 1 1 1 P N �!UNG U► r- , E REFLECT r—�------ �— 9EE RE►LEG1ED n L i -- I vt. '"'(� 1. �I�� n� ' :ilt ,iNG PLANED �.. I -- ,FCEIL INC PLAN ' ----r. f 1 •1 I L14._____/-....1 ` j ` SIIMC \I?.) (SEE • GYPSUM W AC BOARD T ' f DE T , E%/AI2 1 V ,-li 5/S' TYPE 'X' LItOWN TYPE 'B ►D ..ANG . n A BAR 1 ` _• . ' ' TO c.L G P:-AN �....A — — .1 vimosool col es a kROR 1 ,. r Ar VARA IlT" � i - — •— -._._—: M 6 r f T'NG RUO►" DOORI T + v' SEE DE•TA�L _✓A 2 ' . :.ahmosino 44) 1 ,V, .. 1 , ri h ,, p I ' ., Q' DOCQ u' \ ?�' •SANG DAR •.AGE 'k: ,E i :.,t.'A . a ; t A PRQV.DED BY OWNER i • 5 r '•• C I $STALLED BY GC SEE PRM/ DED B` , ', Ji .��. r► ♦ DE/Ail F/A11 . . . V,'A.. 1n A M h f h A I NA'Ca+ED AREA NI`CA'E', i', F' EG F; I . V • I • • 'I li GA 640.1110N'A "I •A, +� • 14 i'' :' "E'AL 9'UDS I !i` i. STUD LOCATED Ht •'w!F a AN i I _ . . ac'xt s� 1 Y ji LA.—, 5/E!' TYPE 'k' 'OCAEEEFUL�wC'.. ,. •n'vc, 2 .••• 6. tiS �� O I1i M G`'T'S. " BOARD EACu SIDE BAR ONLYy — , �/.F ../.marm. - b I NATC►+ED AREA I i 'i GA HORIZONTAL J1 INDICATES i'. li GA ~+F'A� gtu0 LOCATE . HORIZONTAL MEYAL „ �'~ ECJ FL; LOCATED BrINEEN A'.: `� • • < A � BETWEEN AND FASTENED •FASTENED TO wA.. �~ O /� W SFF ".AN ) Et 13,A4 TWALL STUDS- OM 51 u :. a't ! 0) : _ LOCATE FULL WIDTH ANP 1.41()T44 AND S 7F A' Z , V 5►�FC' OPEN 4L., SIDE AT HAND CAP HANDICAP t '''NG k;.f'• .•I f F TTAIG ROOF" BENCH ONL' . • HE'NCA. ()Pik ' om, • i/aT ' BEA:; HOAR:J (►V:R \• 1 - A 2 3/P' BEAD BOARD OVER 5/E!' TYPE '•' G`'0hi"" _ F O. NO'F 5'S' TYPE 'l(' GYPSUM I \ { , HOARD ON "L'A, - d F '-' NG Pa)," PLAN MAT VARY BOARD ON METAL FkA1'+'K• �~ ` Z 1 (REFER '0 CANSTRUC'ON PLAN) aRAr'°i(' :., 4" .4 ° ,�,I/, C TO APDL' SMA._. LUN''NUOUS BEAD+co CLEAR �'L LONE U. BACK OF • F N S« F,.ppR • I _._... 1 t N'r. 1. IX)6 I "---- Co 1. BEFORE INSTALL.ANG •Kh D BEAD APPROXIMATELY ' IN FROM OUTS'DE 1:•.: \ 1_� . — , .• : .- �t �4 _ ._.'_ ........1. 1....7.: 1 14 '. - . .-- WIPE OFF ANY EXCESS S'. CONE '"MfD A Ei Y AFTER NSTALLAT;ON (THIS IS +, ' _._'..2.7...,,.._7_____- .'_ `.. .201-'_ • • .""• ' '_ ACCO►'+rL'SWED TO PREVENT '••E •..DING OF PRICE TAGS, BASE TYPE D (SEE F o► '� x"• F+i ' ' •;'A `>►t `� ''� t DEAL D,A!? , •,Et ,►r.,•id • '. '' A•. • 11 �►.'. 'W., ' ON PLA'. A FITTING ROOM PLAN DETAIL ( TYP ) ! FITTING ROOM SE C; TION ( TYP ) f . FITTING ROOM SECTION ( TYPI ; ) FITTING ROOM SECTION ( TYP ) 7 MI& • Y .r 1:d------ l IGC TO APPLY SMA.. LL*k' Nv.,LX.,, DLA. .x ..EAR S'LICONE ON BACK OF TOE" L .1_ oz • % 11 •1/D' HEAEIOAR:; 'A'.I. '`.' ., 'JVEi► 5/S' C,•w, -- lk,AR o BEFORE iNg1ALL NG - WAD BEAD APPROXIMATELY ./? iN FROM OUTS:DE EDGE • WIPF OFF AN" EXCESS S�L F IC E IMMED,ATEL Y AFTER INSTALLATION �.. i i'. !• GA -Op :,,,.'A, L.E.A. .,YA'ED HE'...EE'• A'.' W �./ FA5'ENE: wA.. 5'„D5 L',.XA'E '... " :•`.• As: rz • .•.� 1 . .f / .•AN A1' . . NG k0(] MSC.- '.'N. • -rte +�� .+r fi ,i' .-- _ j/D' BEA') BOARD PANEL'"K. (SF 3) �' • —A- ► .� "tom""F`'fR HE'w. a' ,.A. .. '.. "f i _ i . . Sr"A.. .T.' N., ,o A4 A .R w"E 'xF AN" f':.. ISOMETRIC VIEW 5_ .ONE "" E: a'E. AF LR N5'A.„..A .•. I / 2 • BLOCKING \ - \ NTS �.' NudUy G' wCX;.. FA' I1• ., SF c F SEE REQ E .E.2 "A. . 'LONG 3, '.�.:ES OF BENC.• r " /a3 O' FINISH DIMENSION 'i 'l • • }� •. / RECESS •OP .E�., ."�F 5"FF, ANC,, F ' ..S. ti •'4' �' ! 1/2', '' DOOR STOP- GLUE AND w(XD :..EA' I 7; SCREW 'N PLACE, COUNTERSINK I 1 s • / • HEADS AND PUTTY TO Ml.'CrI 1 r 1► r 8 STOP 'O RUN F1tOI'I FLOOR TO - Z o J PREF,NISHED METAL. HANG BAR ''ROV,DED 1 I GEn NG I ► u Dr OWNER INSTALLE: B' G C , .1'cl7"1"I'll.71111111, ;II. i J'I • �o / iiTO NG ROOT' DOOR (SEE DETAIL ► 'F t '1 I f -i\ n - I / . . , . . .- \ AI: SCREWS • Ii' OC (TYP ) r- —, I ( i 1 i'. 'i W METAL 5'ut }E, • ' I • NA,. M.(X K'NG AS NL: t' (SEE DETAIL J/AI? 2) ` � ` I ' •�► /5' BEAD BOARD PANELING (SF-3) / • 1 "`— ' I "ItE�Al1,�'R!° ARE ^•A.�1GAN• I)F'.i.. w ;'FF CAULK FNTIRF PFRIMFTE'R OF MOL'NTIN(, A'v(. E `'L':•. ..', v '5'A, . E:. H' ' 1 t C.LEA'S IN, CLEAR S;L�CONE "Ri'V ;`E' '• . • R[Ql. RE INi. (11 `• •E SCR'BE • . ' ..••. . '� 5 CEti RE 4"A N I•4c - .c, ...A TCH Ok :� •.A. +' ! N•», •.A . .vfX?:: . . ! a' 5E' NA'4. HEADS I cn P', •' ' ' ' "A';.. ,•.h.7Q .s PFNr .. ~ r O HA5E •"f D (SEE DE'A A . , . . • . (n L./.1 FP.. FITTING ROOM JAMB DETAIL FITTING ROOM HANG BAR DETAIL F= ITTING ROOM BENCH DE T All ( FITTING ROOM HEAD DETAIL I � i. !C)<Clat PRE ''k '^t L :-�r•c PROVIDED BTTJOWNER, INSTALLED !►" G C -J REFER TO DOOR SCHEDULE FOR -. JSPECIFICATIONS \ ? -I'i' ' UQ :s' • 1 1 \ 0 P— WN 50 ADI ••)* ' ' = Z "k7 A . r ` ' P. 0 W a � 0 • (INET !'ROV'DED BY OWNER • I • m 'Z Ll W INSTALLED BY G C - G C TO EQ1 11 (INSTALL as INSIDE FACT OF O C' 0 1 (DOOR ONLY 011,1-1 (2) SCREWS CC L., 3 Z O Z cn o X cc >5 'HANDICAP FROCK W kJUN T • � AFF �/ i'''" V) Ln Q • PREDRILL I D NCh f ------- - LL a C) --• — m Q tl� FOR LOUcsET 'NO 3 iMORTISE HINGES INTO DOOR, SURFACE 'MOUNT NIKES TO / !SE' DCX*$ 'O .101..D FRONT ~ FACE OF DOOR FLUSH MATH I I near EDGE OF .,AMe F1T7[NG ROOM 111112L \ , ,,,,ktf FINIS.• Ft-OKJR— I ----- • ...... ----.--._ . ( 1 4) ,' ,' .111 I H i TING ROOM DOOR DETAIL A 12 J I I ,MIR I I, ',I k i l n • 1 , .r� 11:11:111111111; 111::::111 X . ,I,' .1 . 4 • • .. ';� . L , 9 !Firr."-- '.% I • • ?. a' •►1 b/e' GYPSUM HOARD 5/e' METAL STup i Sie• "F'A. •,' .' ' a. 4 SHOE MOL) ../AL2 7 4 SHOE T'TOLD J/AI?7 4 SHOE MOLL) J-AI1 / I 6' nc f ►RAMIN(. • 16 C 1. MAX �. (W1400 . x r . . 'y'. !YAW. Ii ./A'7 7 �� t 7.00' ANGacJR 'c) VtR' ' ANCHOR TO VER T ICA. I ANGNOR /0 VER f I(-AL /?' a l0lpp PAhE1 ti/e (,r 1 .x0M HOAkZ Y441N NIS'A,. NG R.wl, a t'. y U __ 'vpF 'APPI CABLE) ' , S/e• pE l' G w 0 ON b/e' c WISH NAIL TRIM TO 4YPSUM HOARD ' 1 I - i 5/e' METAL STUD SHOE MOLD (SFE Dt ' AT OPPOSING ANGLES SUCH SNA• c. iWAMING • 16• 0( MAX 2 2) TRIM CANNOT BE PULLED AWA a kC1' 404••••0 1 CROWN K? ./•, J/AI r -. 1• RPP r LROWN SiJ/Al2 2 C.MCWN •? J/Al2. _, i' O(, �- - O►. i a..' M EJ C .r / WALL OR CEILING TYP'CA; PC* A. . / ANCw4OR '^. VFp I ANCHOR TO VFRTICA, RIPPED TO WIptN • HASt MI J/A122 GC 10 TTt1Iti lk,AKp •I (51i TRIM `''�:/`. . k • IMMO CIO ANCHOR TO VERTIC>+ COT TO LIT 1 SCREW INTO DETAIL /A1? ? (. . r + / tV I .� ) ( '.E E IR!t• I I ; S RET. �' A 1 PLACE FIT I ERSI NI(SCREW ALL y CUT TIL ..i/Al2 SCREW f Ni. . ., Ay SEE 4, C . NG NEA()5 I PUTTY TO MATCH PLACE (CCUNTERSIN• , % , , LCD TRIM COLOR) SCRIBE •HEADS I PuTTv TO ••-•A _ I • '1G11T 1O c IN15H f L(X)K'PG • TRIM COLOR) AND SCRIE E 'A TIGHT 10 f1N1SN (-LOOKr------------,-• ` �� < GROAN M' /A . . RIPPED TO w4UIH �. �� NIS„ 0,..., . FINISH Fl OCRtING i. F I L I v r ANGa"'4 V f R' 1 I , i - 1 . a --- CO M e a • I...I T CROWN DE T Ail- I. S CROWN DETAIL cCLOWN DETAIL BASE DETAIL �- BASE DETAI NAIL IN � 1 DI T All i i RIM DETAIL 1 RIM DETAII --� A r-* • (T 'moo• is/ ��+ i Nom �s n fr••� sftwood I.. 1/5' RALE 0,-...: r� A -. t \ �... 1 ^r) ti 00.0.111/10, • C) M u7 W `414 IleW V CASING *2 (,,ASIIN(; a '1 cc C A SING *1 t 3 . z N 4 4 I I • .. CI T ' 1 1 . I. I 0/ st • 1RIM BOARD *1 1R:M HOARD *2 TRIM BOARD *3 TRIM BOARD *4 CABINIT JAMB *1 BASE *1 CROWN *1 I'FtPWN *2 COVE MOLD SHOE MOLD [lO' S1OP 1, AV PAk' IL ASP PAW' I Al, "AR' •AI 46 . 4 "Aid I -Ak •Acg4b ASP PAR' •A►b.i" c ❑ .. I - . '(1 • •:. ' 'r'-DPOPLAR/I. . I •• f I. :AFS1• "UPl A4 . I t J 1 NA! 31-DPOPLARJI?L/PRIMEp I sAFT>5T-EP0P. Alt, - t'. "ED 1 N.' . AR/'':,./PR +It(- ' • .Ak . : :.` •' A "2 ✓R ""t:. P;.*"..AR '. . 1-'14 '''t, `' ' 3 SUES 3 tilUEb 3 51DE5 13 51DES ! - 13 51UE5 3 91UES i 5 ✓E5 j S .^.E`.� r,;.. 5CA,1 cu:. ',C.AL1 ruLL SCALE FULL SC) I FULL 5CA.E FULL SCALE c. ,, ''l.A, E r. . . ',(A, 1 ki TRIM PROFILES • 777.-- . i . `�F�OF MOLD J/AI2 2 /' I F� C7 ID ANCHOR TO VERTICAL i' 11 , ' • L,ROWN 112 J/AI?2 • ANCHOR TO VERTICAL .4 SHOE MOLD J/Al2 2 LLl „/ ANCHOR TO VERTICAL E U SHOE MOI D J/Al2 2 (-ROAN $2 J/Al2 2 i1''' Q Y ` ''• RIPPED TO WIDTH 1 I P a. I I ANUIOR TO VERTICAL En v C) '+ TRIM pD 62 RIPPED 1 ft TO WIDTHoti r .1ri • ( li .aw .;ROAN MI .I/Al2 2 CROWN •I J/AI2 2 ANCHOR TO VERTICAL RIPPED TO WIDTH J Q I J I ANCHOR To VERTICAL t . .I. Q I / L1J U M Z cv) ) 1 — W O (\I LL H (V Z Q O r` • � 7D 0 " xQ1 — W O 2 Z • CROWN DET AIL CROWN DETAIL f INTERMEDIATE CROWN DETAIL v m Z a N 0 2 o3cc ...�.. CC 0 �- o �-- CC L (I) O cn o Z uocjcnI' a 0 op a °�,° C.1 00 c; 3 cT) I- • I, I • v 6 ‘. ) 05221 SHE I1 �� I I '.11+11 1: , '.1 I+II 1 3 0 x ry. �' IG' �•,, _ — — 1 _........adialli Ir rKh,(Jw ''f 'A• 4kA"1 "I:pp; :fp Hr G C / SU•.kt- A' F (X)R AND IMFOR'AN' t HEAD BE SE' 'GFT •Colt TO 'OF' C, FINIS r./ F,(X)k- A_Ow NO OPE.'. I•IOLLOw 4-"E'A, BOOR (SUPPL'EU NON-S!•, $ SIDE GAPS ANU NS-Ta; ,E:. BY G c ) REFER �[[�� 0 DOOR SCHED,..E ` 5/D' ',Pt riwH 'r.'S '' ' ` "+ rillill +A3 F1 C3 E ' -- - _. • `>'�U` I • : 3 4/13' -E'A, 5".,:./..., tC, �J 1 1 G C TO C'EN'TER V GROOVES ; + c, Ij E 'ciGE'r.ER SEC,.Rt N PANEL NI'HIN wIUTFI OF ± Cj .. .(I L cO+uMN ?'•P A At: SIDES D?� - �I?� j.... kA'^E FA5'ENER AS RE(A PED �► - `4' `.Ah ;EN. ^ ..FApEp • ��1 �?' P 1 SF 4 HE AU HOARD PANEL II �1 /?' r GROp7R 3/[' !' • L.1.• ��5F' N MASTIC ApN[hI '' I nVE -L7L'n .- BOAR.- aVF, OrER 5/Q' rI' • FINISH NAIL END OF BOARD ON f RT PLYWOOF: USE I 't 'v " BOARD s4 _i'; ? W r iGwB 6/EFFtt '0 F `+S•• p,Atin - :,1 V-GROOVE PANEL SET I 5E7 HEAD AND FILL WITH 6/S' GYPSuM Ek/ARL) •I MINIMUM AMOUNT OF •F NIS.• NAIL. END OF SF 3 ;C,hti AS REUI.RE'..) 'C . CROWN TYPE 'C' (SEE 15N NAILS t(' bLCtlkt N HLAD BOARD BOONS. .E ' 'N MASTIC ADHESIVE ON (� • PUTTY (TYPICAL) ( 1 ' "A',' r. 1A5'EN w '.+ •f '' '�A',i 'iF. ")v. (..OR■vEk PL TNOOD BACKING u5E A DETAIL C/AI??) U N O PL .F WNII f ADufSIVF NfAD AND FILL W 'H P' • r ti .�, NA G �iE' NA r SI cig�, .'3 / •P •I NIMUM AMOUNT OF fINI�jN CROWN TYPE C' (SEE DE !A , SET (TYPICAL) 55 CORNER GuAKD 4.0 AL''GN 'R'" i4 OFF FACE t WHILE ADNESCURE IN PLACE VAI?') u N O r YP ) 5 5 • FR GUARD ti VE SETS 5/S GYPSUM BOARD Li_ 1 rP C_F•OWN TrPE C' (5EE UETA.. '� 'WALT BASE SCRIHE TIGHT '„ •l 3 4' F R T mLYWOOU C/AI ,t ' A,�. M 7 7) Li ( n O FLOOR NG `,CREWED TO METAL STUDS NAL L BASE Rim 1404 . . F'. n .. ' S.. `,a .•5 SF• ^� TO FLOORING r 3/4' F R PLTWCOIJ n . .11 PROVIDED / 'NSTALlED BY - WALL RASE, SCRIBE SCREWED TO METAL STUD'. DOOR JAMB DETAIL A I NON SALES DOOR • ''� I , ,11 G c 'I(AIT TO FLOORING LI1 1 . sump,.IED / INSTALLED BY G ill O t 1 1 1 1 ]' 1' 0' IAT ADJACENT WOOD .'ANI L T U *Alt l COLU_M__N ELEVATION 'f 1 COLUMN ELEVATION ''1 COLUMN ELEVATION .� 1I ' r Al -,„7-,; -_ _�_ 81 .KJL..Ow "E.'A. `kA'"E 'S,."".. EG •-•POp•Ati. ., .t 'QA•„t ,my '4 I FIN15H NAIL END OF 'SF I, N T $ ' FI I F. H' C)c , SEC.RE A F,.( l ANT Bt V-GROOVE PANEL • SET NEA: all , N 5N NAL ENp OF 5 3 EAD • emmill AND FILL W11N PUT Tr �1` BEAD BOARD BOONS 5E • ID NON-SA` F , 1�■� HEAD AND F L. W N F. •OL:744.. "ETA. DOOR !SUM. ES S ✓Er'/A.67'. t1 (•vPi ''N:; NS'A..Ep B" GC ) REFER l': - FACE ,'F BASE HELOw FACE OFBASE (h - DoOR SC,«ED�.E 1O 3 .l I FACE OF BASE BEL Ow ri , ) 1 ` f IE CON' 2a BLOCK I NG (..,.4' I __� �� LLJ • !/4' f R T PLYWOOD (SCREW CONT 2r L TOK EVERT CUT TO wOCDBLOCK NG c /� . J t--__T,� � BASE NI SCRIBE TICK•• * 9/4• F R ' p ,• ,(.KEW 0 EVER BLOCKING TO F100RING --'"�'T"� . OAST~ "4f •». t 5/s' GYPSUM E10AR( } (5EE DETAIL J/A1?7) F cv y c ,tet c , Z.F- (TYPICAL) FINIS.+ ' . END OF SF 9 1 BASE U 5cR'BE GN _ F_ xXi ';,ad AN,'.. Ea Fk ��/ FINISH NAIL END OF PANEL • , - • BASE RI, SCRIBE TIGHT T: ., SET H[AD AND FILL WITH / BEAD ARU PANEL SE FLOOR'NG IWO CL 4/,•..E 'A`,'E'.t 4 a`, wECA, WE., FLOORING fLC10R VARIES SEE (SEE OVA . :/AI?7 - _ PUTTY (TYPICAL) (SEE DETAIL J/AI?2) / N AND FILL w,T.r purr. .� t F. • FIN15N PLANI I c 'X)R TAR ES - SEE F N 5.• `V' IC I 0--- t - `r / // FLDOR VARIES SFF 'F'ti `Y. CORNER BEAD SPAc K.L I r/ ( GAL) I U �-.. RIP 'SF I J GROOVE PANEL + PLAN' ` ShIOIDTN I - j---41".w teRIP 'Si 3' DEAD ROAR F'./h C.Z. l A' 45 DEGREES (MITRE 1. r , y D E �. - ^+'TRE WALL BASE Iii ie ' PANEL )JANDEE.S RE X • . (� "c a. ;40;.'F',.._ '.F ')' Haat Hf • CJ \-- JOINT AND LITRE WALL I ' M • M BASE -_ EXTEND cINISN FLOORING WALL BASE l CAS N... a /; • 5E ' N •"a5' SF ' GROOVE PANEL EXTEND FINISH FLOORING UNDER BASE ('NP ) SF 3 BEAD BOARD PANT • OAS-Ea n '.. c h.5.. tiA . '5F' 'Q ti.ak;; I , . Nr'rR BASE (Tl'P ) R' ` SF`y' POOR NG NA .', A',',.. ' . , n r, .' ., DOWN FR.r. i 4 . r ^'A'•. IST . • N5'A, r. ' ei., COLUMN CORNER DETAIL_ COLUMN SECTION COLUMN CORNER DETAIL - COLUMN SECTION „ --- COLD CORNER DETAIL COLUMN SFC TION SE' NA _5 • NT5 A3 ,. DB2 -, - B3 NT '-, j . : - lC�-N DOOR JAMB DETAIL AT NON-SALES DOOR 3' • Y 0' IAT ADJACEN1 C. wl! WAILS) D2 • W n V- GROOVE CLAr. COLUMN DETAIL El GYPSUM BOARD COLUMN DETAIL• BEAD BOARD CLAD COLUMN DETAIL HOOK JAMB OF- 1 SIL �— V • W Q • .:.H C(' .^�N ENCLOSURES TO GWB COLUMN ENCLOSURES 'C c,WD COLUMN ENCLCY�uRFS T'0 • '^ TRi TITHER �� KLc,'EVE ME IAL CORNER RELIEVE METAL CORNER RECIEVE METAL CORNER - - - -• EDGES TO BE r BEADS SPACKLE 1 SAND .0 BEADS- SPACKLE / SAND BEADS- SPACKLE / SAND '( MAKE SMOU 1•� ('YF') MAKE SMOOTH (TYP) ' MAKE SMOOTH (TYP ) - - Y f • PI; t A'.' IDk' t VED A'. I CI PAN• NG 0 to METAL STUDS OR METAL • METAL STUDS OR MtTAL CL'P FAJSTENERS. SECURE 'z.�a.�.r.a•• - -� CLIP FASTENERS, FjE[,LIiE METAL CORNER C.IANNEL } '^-^ STUD FRA"r NG a TO COLUMN ti n t0 COLUMNli 1111111111111111111111 +� a►� a r , )C C:- . L.-E” ♦ TYPE '1f' GrpSUr, 1 HOARD MALL STRUCTURAL COLUMN - MALL STRUCTURAL COLUMN - MALL 5TRUCTURA, COLUMN - REFER TO 'CONSTRUCTION REFER TO 'CONSTRUCTION REFER '0 'CONSTRUCTION PLAN' FOR SNAPS -- • PLAN' FOR SHAPE ` PLAN FOR SHAPE ' I ' II ( ' "' ; I ) o CORNER DETAIL SPRAY FIRE PROTECTION ' COATING AROUND STEEL . COLUMN �a►a•a>► ��rwa tip'E .•vAL. t • . tit, '.5' - t_ (I) LAYER 5/13' TYPE 'X' (I) LAYER 5/8' TYPE 'x' (I) LAYER 5/8' TYPE X ---___ AF"FR ALL FLOORING MATERIALS • GWB FRO'•' FLOOR SLAB J � GWB FROt"+ FLOOR SLAB GWB FROM FLOOR SLAB NAVE BEEN INSTALLED AND F a 5■+EL) TIGHT TO DECK ABOVE TO L TIGHT TO DECK ABOVE '0 I n h TD s.' AHC7VE FINISF+ED J CEILING • - CREATE A I-.LOUR FIRE -- CREATE A 3-HOUR FIRE OF BASE - I. RATED ENCLOSURE • RATED ENCLOSURE ',E.-, v GROOVE PANEL = X ON 5/e' '" 'E >r C.M4 B STAINLESS STFE ' DIVIDER STRIP \ LL . I NON-RATED COLUMN DETAIL (21 HOUR FIRE-RATED COLUMN DETAIL- UL #X521 (2, 3, & 4) HOUR FIRE-RATED COLUMN DETAIL UL #X527 ALIGN STRIP WITH FIN ,., FACE OF NAIL COLUMN ENCLOSURE DETAIL ',C A L E 3' • I 1 TRANS . DETAIL QETAI �_ . DE T til IMPORTANT NQT,E ALIGN TOP OF DOTH I'Wr 1 1/2'h POLISHED STAINLE55 STEEL ImpotTANT Nan ALIGN TOP Of BOTH 1/4' TERRAZZO STRIP PROVIDED / N c y FLOORING MATERIALS w.?W TOP Of METAL AND INSTALLED BY GC \\ FLOORING MATERIALS WITH TOP OF METAL DIVIDING STRIP BY LAMBERT »IEE DIVIDER STRIP 0 DIVIDER STRIP METAL INC ATTN DANNY BOLT! A' BUT-T BOTH FLOOR FINISHES TIGHT TO (6I4)237-O564 BUTT BOTH FLOOR FINISHES TIGHT TO , (n I METAL STRIP - NO GROUT lOIN1I Et I "1ETAL STRIP- NO GROUT JOINT LIGHT WEIGHT CONCRETE VINYL FLOORING- G C 10 1/7' WOOD FLOORING. OVER SECTION TO SPECIFICATIONS`yCX)OD FOR /?' WOOD FLOORING OVER 1' PLYNOOD SUBFLOORING PL"WOOD SIEBFLOOR LLJ FLOORING FEATHER 1 I I? MAX SLOPE PLYWOOD SUBFLOORING G G t0 GLEAN 1 PREPARE SLAB CL //-) 1 r . . _ , - - . • ... . AS REQUIRED -NEN SEA. Sr AB WIT.+ a Loma • --- A NA TERPROOF SEALER PRIOR TO Q INSTALLING PLYWOOD SUBFLC R _ FLASH DOWN TO FLOOR r • 1. Q r SLAB IN MINIMUM Of 24' 1 - .�.r.r__. PLYWOOD SHOULD BE SHIP-LAPPED _.__--- --------_ : _ �-r--- t ( 1. _.-------- " OR SIMILAR TO PROVIDE A 1*144n O JOINT CC i SETTING G C -0 ADJUST SETTING BED \\ ^,'^' r.c TO ApJU51 ,ETTING DED REFER 10 9PECIFIGATIONS UNDER EACH FLOOR "1ATERIAI TCI PLYWOOD SuBFLOORINc, J Q INDER EACH FLOOR MATERIAL t0 DIVISIONS IX FOR FLOOR FINIS. ACHIE+r FLUSH TRANSITION • AC.41W FLUSH TRANSITION INSTALLATION VINYL TO WOOD TRANSITION = C/) t WOOD TO CONCRETE TRAN$1110N ALUMINUM PIPE \ J HANDRAIL \ < W0 z (1005 T3) \ . b' • 2' r 3/16' \\ 0 ~ t1J 0 N WOOD TO CONC . TRANSITION VINYL TO WOOD TRANSITION AIUMINUtiCAlANNEI LL, N • •K . SCALE NTS STRINGER (i006 TS) - Z Q 0 ? 0. NTERNAL Z C”ALUMINUM // OIP 0 = Z FITTINGS v 1— W 0 m Q 0 AiHI .--"' . f � iZ D OC O I p ,/ I.— cc c� co O2cno STANDARD FLOOR PREP / Z CC Z Cr l AN !VIE ALIGN TOP OF OF A, POLISHED STAINLESS 1STEEL544 ' I-1/2' WIDE METAL TRANSITION STRIP O LTJ Q Q FLOORING MATERIALS WITH TOP METAL DIVIDING STRIP BY LIIMBERI SHEET NOTE OVER END OF VINYL TILE 47 DIVIDER STRIP METAL INC ATTN DAVID RIDER i BUTT BOTH FLOOR F'N15HES TIGHT TO PHONE (614)737-OWN4 -1H1 GC IS RESPONSIBLE TO PREP FLOOR AND FOR 4--1/2' MIN .-/ (J Q 3 CA I-- __ . I METAL STRIP NO GROUT JOINT MAKING SURE THAT THC SUBSTRATE IS FREE OF ALL 1? MAX I 11 LIGHTWlIGNT CONCRETE MA FEATHER ATNG?SY G HOE GSLOpEC TO CONCRETES ARRIVALLS, COMPOUNDS, ETC PRIOR TO OWNERS CONCRETE FLOORING • • /// • FLOORING V.C.T. FLOORING ON TOP ON G.0 IS RESPONSIBLE FOR INSTALLING THE LIGHT GORE �� / WEIGHT CONCRETE FLOORING PLEASE NOTE THAT ' THE LIGHT WEIGHT CONCRETE IS THE FINAL FLOOR . II' MIN - - . - FINISH 50 CARE M.151 BE TAKEN DURING. •• I3' X • INSTALLATION THE CONCRETE MUST BE LURED FOR T • NOTE L 0 A MINIMUM , '‘)(r Of ?S DAYS THE GC MUST THEN ALL BOL_TS/FASTENERS --. - ""i _' � COORDINATE AND SCHEDULE THE FINISH APPLICATION ,- 1 BY CONTACTING OWNER NECESSARY TO ANCHOR ` v opt/5 L.4 •c AI) AIS' SF"'NG BED REFER TO SPECIFICATIONS I ADDER ARF Ar' G i )a.'t k 1 At r. I • .u+ '�A f ERIAL TO DIVISIONS IX FOR FLCnR FINI G C IS RESPONSIBLE FOR COORDINATING TWE UGNT G C TO ADJUST SETTING BED REFER TO SPECIFICATIONSIlk •DEPENDING upCxV STAINING PERFORMED BY OWNER UPON COMPLETION UNDER EACH FLOOR MATERIAL TO1 I At ..,F VI F 111`,.• 'RANSITIOI) -• INSTAL LA'TION OF TUE STAINING, THE G C IS RESPONSIBLE FOR AC.IIEVE FLUS.I TRANSIT-CFI pIVIS10NS IX FOR FLOOR flNlINSTALLATION • L___......"'‘C‘ 4 , EXACT .LEIGH? / CONCRETE TO MALL FLOORING PROTECTING TWE FLOOR WITH A HEAVY WEIGHT ANGLE OF LADDER N C.ONS1RUCTION PAPER (CO Ear_ TAPE) VINYL TO CONCRETE TRANSITION /4' r 3. � 0522 7 N I S F CLIPS , ';t11 t 1 M CONCRETE TO MALL TRANSITION VINYL TO CONC . TRANSITION SHIPS LADDER * A, f ' N A 3 'SCAT F I" 0' r,l E +' • . LEGIBILITY STRIP r* 3 : I X ; .... • . ,.... II,.I'III'III''I� .„, '..11 1L.. 1ClMt�►.,. I..„....... Allii . l IIIIIIII.IIHIIIIIIIIIIIIIIII,Ij . .. ,,,,„ , ,, ,,, .;: ...,. .,„.., . . .,v . . , . . . L ., M 1 • ir /./ 1 (1// (% r NI)IA.'. 'WAC.R3 5/e' M !A, STUD BRACING • i g,te' '"E 'A,. 5',J1) BRACING • 'maRV 0 C ANCHOR AND BRACE '0 9TRUCruRE AE'lOVf NO' 'o 1e' Oc ANCHOR ANG BRACt GDECK !U S'RuC'uRt AEf(!VE NU' 'U DECK t0 M5/e E A, ..,JS • i m• ism. METAL S1uDS • I6' 0 C1 .. t .� r • NANCHOR ANC BRACE TO O C ANC.10R AND BRACE 'r) ESIRUC'URE AlSWE N01 !0Vir S'Rvl TuRE ABOVE NO' 'G IDECKDECK 011.0s= I SEF REF,fC'ED CRCwPRCx .E rvpEhC:'i NG PLAF aCiiii?J _ -4 ''FE DETA�1 A/A,?? in F CROWN A55EMALr rrpE 'A - —.--— ' + d ! '2 t - - – - 9tt kE .Er.'Eu O ittLA-�y SEE JE A L A/ . 7 l{ 1� CONT'NUOUS TRACK I Lk , hb AN VP 'AP',4 `, Nli' kEOu'Rt:, A' (1111) O NOTE TAPING 'S NO REOu'RED '..E Nc,DE OR oi'c.,Df c'Off h1R' AT CORNERS OF GwB OF '..A.11 CONS 1Ruc" ON ....411E ' • CONSTRUCTION wNERwE ! L1. r BE COVERED Ai 1N !R!" w.. BE '.WERE:: w •� 'R '" ••••111O II . FRAME AND FRENCH CLEATTIMI:::) FA.-�.,E BEA'-' BE`Oh;, PrFEp Z E . Sr51EM SUPPLIED BY OWNER, '0 ' FFSIC 'I. '.1 . tic, 1',Ati 'NST ALLED BY G C FOR .OGA' ;)N03 CD J ; '''RENATCs1ED AREA INDICATES AREA , L.1 • '0 RECE VE 1/2' FRT PLYWOOD SRv151MEM SUPPL1 AND D`BC'OWNEk Z LINO 1 Vs' ewa�D eJLouc�� FRT � NS•A�,f:: BAC T 2 GROOVE ,Sr / PANE. /fR 5/e' , R • P: ,WOOD FLOCK tib $11.111i X •NOTE wNERF WOOD BLOCKING V •140'E w�ERSOC OC BLOCK NG NOT ALLOWED PER CODE - GC NO' A5f C ) "E k CODE 6' I,.._ TO USE CODE APPROVED ij ALTERNATE BLOCK NG, MATERIAL to GSE OD:;! A1'c'kl7/E:: ` I A; 'Flie,a't n. x-,K NC, "A'FG A, , 1 wmi::) L._ C te. I< • ' / GROWF CY- , EICiAR: -NI 1• Is Sib' Gr!! ON 3 Sib' '"E•A_ — I "-t 3/e' GWB OVER '/2' (aye • 'i' 0 C 1 1 - 5/e' GwH BE�ONp - 5I•1 GROOVE BOAR:; BE'ON:) 1_. - t� ' 3 5/e' MEAL STUDS • lip' OC I 1 - 3 5/B' ',EA. 5'_:)5 • 4' CC 1 i p � 1 LINE OF CROWN (A80VE) r.• .--. __• ,''` 4, i' , t]3 .. 5/S' TWE x Goa ON 3 Sib' l .. a '"FTAL 5TuD5 • 'i' C C_ \.4Al2A I 71+E' z 1 s -'E'a J ' , tit Cr• BASE (0E.(...V.) , i L 1-- _. .. . r ' Tri-V1-I - —-- .-- 1 1 i l iF . 1 ti 1. i ( i F. ...., . t I „_..................... 1 ) ; < I"."1-1 . [11-1 t i ill , 1 1 '' 1 ' t'd 4' ..... 1 . , t, __ morvi. : - • . -. Bi • ,. :.ti: :E.”- , i ntnmgju_tiuy All ,Fe' . . :\. \'Fq .Nr ,'.. r 1 , . .' I ,4 . ____ 1 i f. .- 14 -4 \ DISPLAY WALL SECTION -- ) DISPLAY WALL PLAN DETAIL SECTION I Al r-- ____- A2 �� DISPLAY WALL SE(.. TIOR DISPLAY WALL PLAN DETAIL IAT GYPSUM BOARD) �� ii♦T GYPSUM BOARD) B1____ _.i �- --- g� r --- IAT V-GROOVE BOARD) (AT V-GROOVE BOARD) . CV 01 N- 0 Cn is � . . A PLAY WALL DETAIL 3 DISPLAY WALL DETAIL 1 .. . w 1 Q a Cn 0 IQ CC W CC J Q Q _J O= F- 2 Q cn D ►U- 2zce W O N Z °c nom. Q O *a 0z rn F—• w En U) z0 o 0 2 p 3 0 CC O E- • O '-• CC (../ (I) CO Z (n 0 Z aC Tc C7 Wv' VI `t (n a 0 ., UIQ 3 rn E-_ ; • ,4a \i jik , , () )111.4 .,-----........----- 0 !) 2I tilll 1 I Al2 . 4 rAt - I FOlelll ITV STRIP 3 () X :, Mr: ,.. tir.A I,, i i''I i 1/1 LA111:1,Ii 11.14+J.14;, • ;f, r • It,, • • II • w 'w _;.rrLk ,, I CAA L✓ F'.AcEkti Uh •-•(A. ' 6 . ' , F• A't E:JIt FJ'JEtF JSf PLATE FOR CD / A6 COFIPU'ER C[D'CA'FG PtH,e. PLAYER CABLeS I ?y C RC,. A' 5 -w' A t ' NLANNFl• 'E.EPHONE A's:) DA'A Ol.• E' i i v 4 '•' d.,A.. ., tiC% w •.. C,OVty I I ;.r . , r 1 b VARIES l ,/,AR E`, �� ( t'..A'E EOR ''..CX-P,.,'ER FIN CLG f F N C,G I /, ER^NA. ':ATA C-A!' (TYP OF 4) (TMP r 3) (TTP K 5) FIRE AK 'i6-4E‘ ✓ 'v4 AROu"::� HAR;,wAFtE H '. ` r (TYP r �) S i I G C TO ELIMINATE TOP S•,t.E IF CODE (T TE' C>< h) 1 / 'r, P.r�� (� • G C Cr "NATE fc?-.) (� 1) • REQUIRES ADD,t DNA, LL E.Aw.AN( ' to 4 I )I ATV')/Ok HAk ti ' AS WLC.dIkE;J t''E' F �a �+ GD PLAYERS _ a l/�! 1Q•'r n " yF..E'"At. O U C.LG (No CHANGE O , ANUARE7, OR r r .�.y ►.[ 'M•.r '� ---F-Tb.'!V F R'"tiA tp ♦ T ONS'R,IC` PLAN REOu R,1.E_, r COO! 1 �� OTHER SHE,VING) a SA'I I " �f 1 ADD 'OLA. 1 I i , I (- II fi I�t I. �,r.J M GL.EARAN(E TO GLG t5' (TYP OF 2) (T rl. O 5) -T ♦ ♦ ♦ ♦ I 0 I , '�� oo (NO CHANGE '0 5) It ( 1� (2)• STANDARD!. OR j I i.. • (S) (5) f.' •1Y • t T i rTELEVATION ELEVATIONqOvPEGRAIS/ELVINGJ I n MAr , B2 B3 El Fl nP �.wwq 1VARY t(SEE :I'. li i '21 i • I -(� -� t ,) RfE.FC.F.. \ \)i Ff r.' v /. 'Y, t' 4, KNG �' t O ,[ `I� ; ♦ ♦. _ '!, 39 . 4e . 4: iAW y;t a'.,'.r,�l ` ` ,) ' 1 �[ —T , f _..__ f •.. ..WI. W'•" -:-X-!t A, 7:.'t. r. .. .. .`/ \ I` M• p \ 1 i .�, pN:i ',.f ti FjG. rip X`C' �) V _ 7 .�_ r ► _E FiAr u� HARDwAkE Or-11 1 'b ' CU' TU BtiL• -� / �' "• • p"tl• :_ . RE0R GERA'OFt 5 j LENGTH T bAk :T 'r 1 �' ' tr B / tC. ) C7 1 ""CROWAVE r -4 (TYP M ;) a ^• • 5'ALKEJ :--------.(2)CU TO I- H� ? r L.l. { I LE1NGTw . re-4 4 1 1 -LJL_ l 1 - -- - --. ♦Al I.l_-_--..- ' - ----- --1 ! , / ' .• ,G'. 415 . 4: • .A P ' t G-.. • m -II w� et IT WAE, STANDARD ANDARD SF*I VING BENCH 8 SHEL VINE AMGBARS HANGER STORAGI OFFICE RESTROOM OFFICE / RESTROOM SHELVING $ HAWGSAR SHELVING & HARDWARE SIN _7 A 1 A2 A3 �4 ' A5 A6 A7A8 A9 , MOUNTING St c !ION BARS 8 SHEI V1NG SHELVING SHELVING & SAN BIN ELEVATION oFF'cE Pt AN A .-A, f2cF V' NOTE: EXTEND SHELVING UP FOR CEILINGS HIGHER THAN 12'-0" 0.4 B1 A . TOCK ROOM DETAILS l' • TYPICAL OFFICE Pt AN VI S Imo 4( a. • A AC(E551ACH NG,1'EDLSTR AL BE 'DEN• c ED AS RI RE:. AN NF ✓5 H.E GENERAL NOTES STOCK ROOM FURRING AND WALL STANDARD CI APPROACH* EN RANCEsw1:: RED DOORWAYS SHALL BE 3 -0' a 6 -6' (MINIML,�•' r ' 'JL" ►• EDGt A' 4t' `^A/ ..e..Tilli L.T.. o t0 r--- SHELVING DETAILS INSTALLATION DETAIL �E BAR �? �' RR�Ktt, w AA,_ 5'AN:iARDS, L RACKET 5 BRACKET CLIPS WITw SCREWS , HAND AC l VA ED DOOR„ SHA,. BE OPERABLE w 'H 5'N(,.LL LE E OR• •,NE :.tAFtANCt PAPER 'OWE. J SPENSETt "PUN'S: A' 4:' -- -- - - -- -- t 'At PR?✓ DE: Fi' OwhER NS'A..E 9• " I HANGBARS HANGBAR ENO•CAPS HANGBAR ADAPTER BRACKETS, - Hi "440.)T REGLIRNG Tett ABIL'" 'C GRASS' THE OPEN NG ; GENERA. CONTRACTOR '.C,.E PAPER PRE F N,SHED wCOD SHELVING AND BENCH-'OP PROV DEO BY HARDWARE • 7PRE F N SHfJ SHELF t 'OI.-E' .SF'ENSER '^Ot,N'EC A' o' "Ar PRO. :E: :,. OWNER NS A,,EL` BY G C G C TO FURL SH ALL. Ir4 GRADE A . - ' 4 HAND ACT 'DATED DOOR OPEN NG HARDWARE SMA.. BE CEN'EREC BE'wEEN 30' / rIq DER- vNER N5'A_•.EC h• GENERA. .JN'RA; wCCD FURRING AND ALL INSTALLATION SCREWS AND FASTENERS BENCH-"OPAND 44' ABOVE 'HE F.CXAt ► s i a s s REQu RED TO COMPLETE THE TOTAL INSTALLATION ` /1 • C 1 CUT OFF EXPOSED r 5 EACH SIDE OF AN ENTRANCE SHA.. E'• .EVE. W '.. AN AREA N '..E D RFC'Oh ( 4 ?' • i6' ).G r/ 4 - 2 A.. EXPOSED EDGES OF WHITE PRF-FINISSIE.D SHELF EDGES ARE \ I CORNERS (REFER TO `!' REAR BAR w •++ TO BE SANDED SMOOTH, PRIMED AND FINISH PAINTED P ? GONSTRLKt,ON PLAN) • f OF 'HE DDDRR SLANG OF Al LEAS' 60' ANC A ,_ 'C#-'.. OPE'iJS 'F 'HE DREG' 01v • O RM URS r '= .r_.- OF THE DOOR 5w NG OF 44' A5 MEASURED A' RIGH' ANC,.t5 'C 'HE PANE OF �. EA4AM f'HE DOOR 7OOR 'N TS CLOSED °l)51TiOh - - --- - ....... a- •O.F' -FA' 7'PAv •"F, FI�,r" oh A, 3 ALL FIELD Gut HALL STANDARDS AND NANGBAkS ARE TO NAVE / � 4' UNLESS NOTED I 6 F,.pOR OR ,_A' J r' ,' F ,...Jr ENDS DEBuRREO AND FILED SMOOTH CU' HANGBARS ARE TONG SHA..L BE NO' MORE THAN RO"" 'Ht 'HRC5..OLL ;Og N cWpr,• s L • HAVE HOLE DRILLED AT CUT END TO ALLOW FOR '..E NSTALLATION OTHERWISE ON JSE TWO(2) 'HE LrXJH LAA• w 'H ♦ SLOPE NO GREATER '1.Ah OF 'NE END CAP .00C IN SNAP B. "-)' GONE' .UC' ON PLAT, SCREWS/ANCHORS Al a« '••tF' A- REAR ' .DNC. .4 FJRRING T MAX EFFORT 41RA'F DOORS S.-.A„ NC" ERCEEC s v .Hti FOR rx•11Cw it_i. e9CvE '0-E* A� EAG• STUD/FURRING TO DOORS INHEN F RE DOORS ARE REQ., REL'' ""Ar EFFORT MAr BE NCREJ►SEO 'G' HC LAVATORY ELEVATIONS '' '`'' `*T" "0,,NE_ A' i3' SECURE FURRING TO AS a ac • -. _ 9/4' WHITE WALL STRUC'URE PRE-F N'SHED SHELF E F._OORN .r EIF S. P-RESN'AN• STOCK ROOM WALL. SHELVING AND HANGBAR - OR BENCH-TOP - I -4 •- 4 CENTER OF GRP IO OPERA' NG ..AN:,.L OR EAN SHA.,. BE NOT _L55 7 'HAL 3 0' NOR LORE THAN 4 ABOVE 'HE FLOOR OR WORK NG E' A'EOR^^ n CODED NOTES , ., '0 B.:7""O ' OF 'HE m oROrt • H T '• NG ROCr"s SHA., Tif LOCA•E:, w •..N n' .4 GRADE 'A' HOOD FURRING INSTALLED CONTINUOUSLY BEHIND •ft .- 1 % ` OF •HE FLS„ :S. NE.C.H' OF C_c H NG HOOKS SHA.. NOT BE GREATER '-•Ah 4D' ROE" '••F -- Au. HAL. 5'ANDARDS. REFER TO CONSTRUCTION PLAN REFER `.DOR TO TYPICA. WALL STANDARD MOUNTING SECTION, DETAIL Al SCREW CLIPS TO BO'•• 2 GRAB BARS EA5'tNEWS AND IIOI/N' NG SUPPORT SHA., Bt il�.E '� w '..STAN: SHELF AND ACKET HEAVY DUTY.- \ BRj $14 FL.ATWEAD w01CD SCREW :50 .H5 F>VIN' -UAJ BEARING SWEAR AND TOR:!()E'. • (2) S' LONG HEAVE' Du'Y HA., STANDARD WITH I' SLOTS, 2' OC •• WALL STANDARD 2' LONG AT EACH .IDLE THAT 3 , /F*ER CLOSE' FLUSH VALVE 5w4.. BE .00TED 01:4AON •wE :01:45JE JF ',`.E' (SKur 300T10'0) Cu' 'D LENGTH A5 NOTED WALL STANDARD ,t 1 ( , SLOTS, ?' O G ) ALIGNS W'tH A RUN OF (3) 16' JEEP r y6' .OFNG wH IF PRE N SHED 9wELF (SKU $!007!006; FURRING (TYP r 5/STD ) (EXCEPT TANK TYPE) THE FORcE REOu RED '0 AC' ✓ATE '•+F T...)!... vA,JE BRACKET w 'LAO(?; _ SHAL.. BE 5 .BS 4) 21' DEEP a "fb' LONG WH TF PRF F N SHED BENCH-TOP SHELF C.. P5 PER 4 _AVA'CNtIES ADJACENT TO HA.- S.•A.. BE CEN'EREC D' '"N FRCJr S DEM__ *300/1008) / EiRACKE~ / / w 'H RI"" OF COUNTER NC:' •.GHE►C ..Ah 34' FRO'" ' S. �.CX7R ;'' iI5 FAE' C 4 ROLS AND OPERA' NC, "Fci+AN S+" (OPETiAI3 w '1HE H ONE HAND) (5 '4' HEAVY Durr SH (FAQ)E,F BRACKET ( 130071011) WITH TWO(?) d� ,�CSHALL BE OF THE TYPE NO' REa, R NG '4*e GRASPING P NCH NG •X. , x M F SHELF CLIPS (SCUM 30011016) AND 'WO(2) SHELF CLIP SCREWS I OF THE WRIST AND AN OPERA' NG FORCE NOT EXCEEDING 5 ..85 111111 IV PER CLIP L16 SELF-C.O51%G VALVES '0 REMA LEAS' SECONDS N OPEN FOR A' ' ' ACCESS B. ^' • •H• . •C BE .ASH ) ?6' HEAVY DUTY ELF BRACKET (SKU x90071012) W _ITH TWO(2) - - - ;RA E ,i n: ! `r4U,h'E^ A• A.••• `+� SHELF CLIPS (SKU x90071016) AND TWO(2) SHELF CLIP SCREWS SHELVES TO "-IN C.ON"NuOUS ALONG _� 1 17 WATER COOLER SHALL CONFORM •C REOU'REMEN'S OF 'HE ADA AC' PP:' BRA ..t 'A4a : "r•RANC1 .E' • • : • 'R S 'B , . ..A•, BF w.• •F . , , .. _ r. PER CLIP 04.44.1.5 AND A' CORNERS (REFER '6 1401' HATER PPES JNDER LAVA'OR'' SHA... BE N5uLA'ED OR C'HERe.,t B._f D: ' .. %. �.E`;5 REQ L .. v CONSTRUCTION PLAN) JOIN STRA C,H• METAL STUD WALL STRUCTURE 44 FURRING COVERED 'HSPS SHAL. BE NO SHARP OR ABRASIVE SURFACES JhJEx 4__ 5 iNAuf AE 4' ± S (T) 14 HEAVY DUTY SHELF NtAGXET 51(u 830071011) WITH HANGEiAR RUN 5►IELF SEAMS AT MAWALL CONSTRUCTION MAY VARY .,A VA*ORr ADAPTER (5Ku 130011014) INSTALL WOOD SCAB, SCREWED TO (REFER TO CONSTRUCTION PLAT.) WALL STANDARD SPACED ' 48' HANGE SCREW/ANCHOR SECURING TYPICALLY A' 24' OC 14 PROV'DE "tE AL F'AR' • ON5 ( E APNG ACLS). P./►SF RS, DOORS AND 4.. DOOR SYMBOL DETAILS TOILET ROOM DOOR SYMBOL (6) i4 DIA ■ LONG WANC�AR (SK 130071015) WITH UNDER SIDE OF SNEWES AlAT ALL NECESSARY HARDWARE AND mOuN'ING ACCESSORIES FOR C01"•P.E'E I SPLICER(5) (SKU $30011011) Al ALL HANGBAR JOINTS AND 2' CORNER JOINTS AND UNSUPPORTED FURRING TO WALL TO SUITABLE ADJUST c•PAC NG EQUALLY `' NSTALLAT,ON PROVIDE NORMANDY FLOOR MOUNTED STYLE AS MANUFAC',rRF: .ONG EXTFN"'F'7 END CAP(5) (SKU $3007016) AT ENDS OF ALL SEAMS JS NG ' '/4' $e COUNTERS'NK SPECIFICATION ACCORDING TO ENDS OF LAA,L RUNS BY SANYMETAL PHONE (6C6) 616-2100 w •H $nr. .v►. •L BAKED FNAME, • N Si. HANGBAR v WOOD SCREWS WALL TYPE C SHELVING DETAILS AND NOTES D LAVATORY DETAILS AIIMMIINIIMAIMPaA=PEP , 114///ANMOMP/A VIM vAmminummmismomm• in N . FRT _._p________.-- 0) � 0) P_ PL •D - PAINT SAND ° MTH AIL UPON C.OMPLET'Oh PROJECT Gt NE dA_ 0.'ETA( UR '^u5' RUN A NEW BLUEPRINT H_ EDGES (TYP) WATER COOLER NOTE: VV A T E k COOLER NOTE: GYPSY" BOAR PA N' Sr FOR THE COMPLETED STORE DOWNING' 4104ITECTURAL, MECHANICAL AND a • - tt ' '• 'RICAL) AND PLACE BLUEPRINTS INTI- •,E PLAN TUBE HOLDER •••••-... ..-- 1••••.•- yew . TwF HATER COOLER 15 LOCATED IN THF. PA'H OF F THE DRINKING FOUN a N ,5 .:t •• 't:CU •N THG P . ��-. PAI P-4 11J F)' (16 GA ) METAL G .• a �r n 'RAVEL, A TEX',,RED AREA 1'-0' AROUND THE FOUNTAIN PATH OF TRAVEL A TEXTURED AREA I -0' G C TO PROVIDE / INSTALL HANDLE ON THE TCP CAP TO GSE THE REMOVING OF DISTS (Cgs 1-S/814.--- -�� LEARLY ;DENT'S ABLE BY FWE BLIND IS REQUIRED AROUND THE FOUNTAIN, CLEAR..Y 'DEN'IF�ABLE FRP "10,-C -R m Q THE CAP CnORDINATE HANDLE SPEC w�TH OWNERS CONSTRUCTION MANAGER Ir4 WG^D TRIM kJEjEILER IS t0 BF AC''VATED MY A HANDICAP PUSH BAR BY rHE BLIND IS REQUIRED BUBBLER 5 'C Bt c LANCE) • 16' 0 C + CONT NUOUS ACROSS 'OP (CLEAR PINE OR nt FRONT FACE OF UNIT WATER COOLERS ARE TO D[ ACTIVATED BY A HANDICAP PUSH EiAR ON ON EDGE ANG ANY EXa(+SEC a /4' DIAMETER •HRu BOLT x10 TEK , POPLAR) - RUN .OCATED WITHIN ALCOVES SO AS NOT TO BE IN THE FRONT FACE OF UNIT WATER COO ER SHA ., VER'L.AL EDGES WITH TOGGLE r rn OF L20CREWS - -- y CONT NUOUS ALONG 'ORRICOR WALK COOLERS UST BE APPROACHED FRO' CONFORM TO REQUIRE►"mrs OF 'HE A'"ER CAN • TOP EDGE OF WALL 'Hf FRONT WATER COOLER SHALL CONFOM 10 DISABILITIES ACT - 1qqC 0 IIF0u REMFNTS OF 'WE AMERICAN DISABILITIES ACT - Aso SF 6 . 5 O GYPSUM BOARD H rY 5' NG WALL >i GA METAL ., , PAN HEAD SCREWS TO SECURE WRAP 1111111011M111 ' r' AFFID CHANNEL (UNLESStCC /r ` �► NOTED OTHERWISE) ti 4 -2' AFT W 3 5/6' METAL. STUD A16 r I 1/4' a_ -•I Q 3/4'r r POPLAR PLYWOOD _J 'RIM SCREWED 10 7 r 4 PARTITION ALIGN f ' II_LIPS HEAT, SI. 5/6' TYPE 'X' GYP STUDS DIRECTLY © t .MILLING F. v•.. .•, • d • • FETAL STRAP (TYP OF ?) UNDER JOIST (TYP) NTEGRAL • • L' = Q V) BD REFER TO \ �` w U LOOSE PVC GAP ? $ 4 - PAINT PLAN FOR , 5 TYPE 'X' GYPSUM WASHER N. ' - �, 6' DIA TUBE ) AT EACH t a 0 Z ('7 r BOAR TYP P-4 � . '�� ? PFR ti' vv • , LL H- N �� , CIRCORNER u 4R^ w• ER! 013 Q = Z • APP. C ABL! I/2' DIA HOLE LLJ u9 Z IP \N BOTTOM CAP ' ` 3/4' F R * .I SHEF• "'F•AL PA'.; • '4' • PRIOR •C BASF U I �] Q Vr `�__. PLYIOC)D - PAINT SAND SMOOTH AL, N' ' PANE,S w ... .,+v'','4t r, a .'ESIVE T L1J otr wro c P_.I \ EDGES (TYP) �, _.t_ \\ J 3 [ • LABEL0 SECTION THRU TUBE _...i.. . _ _ _ _• . 0 (16 GA ) METAL T CC _ CC • -- _ 1x4' WOOD TRIM WAINSCOT 1 TNG DETAIL W �, Q •FOISTS (CSD ETA (CLEAR FLANGE) • 16' 0 C -- - - - -� PINE OR POPLAR) RUN m Q 00 IN CONTINUOUS ALONG TOP ..----'''''''''..---.r.-- 'r ! , Q 00 LI, It IN �_ __. IIDT! EDGE OF WALL V ,q 14C �T MOM' AID ATTACH A I ANIL V CAULK ENDS w �'�-'�� EXTENT OF MTh CLEAM TAI STAT TNl! TIME DEMISING WALL •• _ CD 1 I �'^ SILICONE (TYP) WOOD 440t.DEW CONTAIN !TON DRAWINGS Ala) R NOT TO N R>�rlD NTT1OUT 'NI caner cw `.. _ DV !TOR[ MANAGER > l6 GA ME TAL C.HANN•1.-6' AFF A""" 7,-- NOTEDEOTHERWISE) _ �//4' r I t/4 ■ 16 GA r j6 LONG OR /PVC BOTTOM GAP GLUED IN PLACt, GG 71/ I `'t 9 S/6' METAL STUD ?'■ 2'r 16 GA r 4 2' LONG E1RJ5.• 4v(' �. t0 DRILL I/?' DIA WC.[ IN CENTER OF ( PARTITION - ALIGN STAINLESS STEEL CORNER G.,AR:. i1 • BOTTOM CAP S/6' TYPE 'X' GYP I STUDS DIRECTLY ANGLE PROVID[D DY OWNER I Or . TUBE ELEVATION BD REFER TO II UNDER JOIST (TYP) INSTALLED FEY G C MOuN' H)C'Or' l ) 0 ENTIRE ASSEMBLY IS CONSTRUCTED 1 ON TOP OF BASE BD ;N SAL EF AREA FINISH PLAN FOR OR FINISHED FLOOR IN NON-SALES : BY GCNEw.L CONTRACTOR IN FIELD PAINT - f 9/0' TYPE 'X' GYPSUM G C TO PAINT ALL HARDWARE P-4 AREA ADHERE '0 WALL w TH LIAR �� f ••• BOARD (TYP) WATER COOLER ILLUSTRATION: SILICON SEE CONSTRUCTION PLAN .� _ . s `� - FoR LOCATIONS H. U 52 2 7 I/?' PLYWOOD (TYP) GYPSUM BOARD- PAIN' t• 51 r slit I I DRAWING TUBE DETAIL FifLA.E y4 SECTION THRU DECK SCALE !' 0 G WATER COOLER DETAILS NON-SALES CORNER GUARD v , n12 . 5 '� ' LEGIBILITY STRIP a e n A c p 1 ) 4 • r; 3 1 X ►Fy` I ,. 1 -L _ �_ — _ ' MIIIIIIMMIPMIMMMIIIIMIMMIMMIMIIIIMMIMIIIIMIIIIMII.MMIIIIIIMIIIIIIIIIMIMIIIIIMIM.IIMIMIIMIIMMMIIIMIIMIMMIMMIIIIIIII.MIMIMIMMIIMIIIIIIMIMMIMIIIMIMMIIIIIIIII"IllIll IN JI I ...i ruL. 3/A' r''. •04000. t'1Whl:Nfr CELQW 5titi.VtS � ICSJNIIN�i f • 1V r . FULL HEIGHT DIVIDERS (tYP) (BACK) ii 3/A' PLYWOOD D r :FR'+ 1 4: 'O NSTAI.L 3/,1' SCREW BACKSIDE Of 11NIT I �.., t y •c G.G. wit nACK51UE OF MIN ,,WN NG BEHIND STANDARD SECURELY TO HORIZONTAL ,t END PANES ( ANL' i/•' BLOCK NG BETWEEN WOOD FURRING OR WALL / MUST Hf SCREWED TO EJ►CN I .+~ STUDS ALONG TOP AND AVAILABLE WAIL STUD ALONG •Wt) -- ------- 4 , STANDARD BEHIND oRGAN'ZER %P , TOP E[X•F OF UNIT USE MIN 1 ` • r• f MIDDLE OF UNI t ( Ft WOO(J . . ? XkF WS iXKING B G C ..!4-_.- n. rvAl 3/4' BLULKING <11141 I \ ) r I "E'A. _, ., 4 b - r' - I +C.REWED t0 PURR NG • e' O C40.40 i I I I V (G45) L•ICX)D 1 1 { OD I 3/4' FURRING SCREWED TO H:rx • HT C•C. 1 �, M '� FC't �•wl N EVER WALL STUD WI tN MIN Ili44•‘144 \ R G..• r- 1 \ti' OF ? SCREWSWOOD Hn nELowI Tr'AR• A. 3/1' PLYWOOD BASE SNsit (FROrv' , I � I/?' 'V 4kr F' .F a r i J r 1 ' .p EA COkNER) I I IOWBpAR OVER - 1 I NF . E. n S lD . t AL '.A,,_K tib :.C;_C ri r 4 ✓CLW (FAN`4 MAy VA .. IF .:"Inft .•- •-'E •A. :AX A' A',:, i�./,..., -,I i i .' .. Cil? •,EE tLEVAT10Ng) EXP ION JOIN K I :XX•XI •�,�t.,,�. F , 411 , rEO(A, SPA(E s I I IIIII401g*. ',r wt.-v.Ar, ‘) ;it :.4 i /8' '-'t •A. S3 REF RON T .+n a lo' • O • - -�� - 411. �� _ I I CLC . EXPANSION (� -� V ,rI NO r,C 'G Pk:1✓ :'t JOIN F 1 1 I1.•P,C.,i+1 ; imoi/ II ,,11. \ I SEE DOOR 5C•'! ' v W B .ADE. DOORS 1 TRA~ES C7 r ii :1 I i �r - } -� II 1 + I FOR ALL REQ A5 REOURE: • P+s I i�. 11 { l . I HA .... _ tI1 I . ._ _ _ '0 'OP OF r '• '..•E ' , :xX.' z �� y�, u} I L , A..OW NC ')PEN GAP5 r zz A, 1401 LOA MF 'Al .m.t(*' p'Ci u • .r'' " q Q� ' l'UOML TRIG at( (, �'� j 5/8' �E 'A. S• `' 1� I4- .4i WV.' tI4'Ij sfI' ' - I _ - 1 __.: .i + I�UML 1l31C VILW I N.; - ir.� �—•WOOL' • -t B:LCAN VI •i LI.7 :r r 4 ' rA`.. H CX.K N4 rkA^•I31 `A":NRR A� tiEEDE:, L.� I 4� >'-i1 ''E .ARE :XXX, r RA•^E A" r .x* At. �� I� I Nail 'NIS UNIT IS PROVIDED BY OWNER E4QTE, THIS UNIT 15 PROVIDED BY OWNER, r R (515) WOOD i r '1 AN.. .:EA.: AS REO., RF::; • I I G C TO PAINT OUTSIDE (P-2) AND INSTA GC TO PAINT OUTSIDE (P 2) AND INSTAL. B •K'NG BY G C �• / \i, 4 I— I 1 I. ` lI I . '.' f Q I I.. I I il - ' 1' II 11 11 r R ' WOOD �� Ll ► ► __ NGnYvi 1 = ww,C , ✓A • l It, �_ \ M i0 HAR® WAR1= Ire �. BAR BIN HIDDEN DOOR DETAIL nOnR JAMBnr All CL (a . EXPANSION JOINT rA1 F Ar) •, f • MOISTURE RESISTANT 'GREEN J-� BOARD' LAID NORI/ONTALLY 7AROUND PERIMETER OF TOILE 1 RCIO 1S AND JANITOR'S CLOSET ; G(?RII�FI F K It MruN f NON-SALU an • I IKX)R ,AM 40T 1 i0 FLOON OF • F1' VIN II TII f (a1Vf NASI • I ,ANDING SNAL L NOT HI \�_ ►IRES40LD NOT TO MORE THAN 1/2' LOWER F N,'», A T) ILWW'NG ` EX pv AN' CC✓F + VINYL. TIL 1t7O1lING EXCEED ''2' ll,AN T►iE TL411ESN0I0 0 /d g'A',.E55 5 FI C, /e' VINYL COI'I �'E TILE FLOURIN(. MAX N AX SLOPE C MIC TILE FLOUkIN(. 2 \ FLOOR F IIL15►, 'NE DOOR rv/Lr CNANC,! P F i. : P.A'E A?FX F'ORt;J►NU GEMENTl wt)C)D Sung r+ N r E. A9' r F N LEVEL HF'wEEN '/1' ANL • r r, F s r EPQI(r MEM5RANE n' '5.,ONE/1AFr' ',:AULK \ 2 , ' SEf 1 NISN PLAN I/2' SHAI.I Hf HI Yt.LEU :.1.)K.Rt•E r.JC>IIt r'Rt 1?1, , y• -oft AR BOND COAL I ,..a.a. •, GREATER OWNER tis A,.F:; !, �' �� E BOND CUA• • I f I �' v.__ . _`' w�to A 51014 `«, REAT R ' 1 r i • T , r 4 di Mnkl N - , 1.7 1:=�..•r.�••�.r�. v 2 -:.1 -/ -r • .•AI ' J ' PRO,/ DE FAS*FNER!.iip) � I3 I 1•0,f- 1► I I - 7 � BLAB SLAB EXPANSION JOIN' t • y r �r4F"f r.WV 5: ,El •1, • ....+.- t ��,�" EXISTING • ETF Sl A!! \' EXISTING CO►'CRETE SLAB CUTAd CONTROL IOiNT ��' Cu' AS REt2UI- '0 ACME v! AS REQUIRED TO ACHIEVE SLOPE. 'NRE9NOLD ` /� `+l OPE 'r' r'. ;XV ' A.N '.0 rl OCR MRA DOOR JAMB - TILE THRESHOLD DETAIL 1 WATERPROOF MEMBRANE ADA THRESHOLD DETAIL iz SALES FLOOR EXPANSI () N JOIN I FLOOR E P A J X �'� NSION JOINT ........ ........... • . • . ,..................... , ,,, 4.' v AP-CON FASTENERS Fi" Cye �\ DIAMOND ;IAN' / \.. TYPE DM02 COL• MNK /\ LAT-IN c.E "k•IltErfaCONTACT T ATWORKS CLAW ET' '_xzCLARITYATYN K FELDMANy ,_, .FR ::: LI(�NTWEIGNT CONCRETE P • (�) 5,3-519 ,,,,•• .t_ :'t'•' G C WITH DECORATIVE \ T CuT TO SNUG FIT 1 FLUSH W '., ✓'NT• COMP05,'r. FINISH Tw OTHERS LOOK IN F1ELU BT INS TA! , 4' FLOOR NG - ti r rA�-n. PROVIDED BY OWNER r:r:,---AA: / NOT REFER r E E 4" - �, Uw:.RE'E �R: E: E ER O REFLECTED •CONCRETE FLOOR _i N"1.41:# ,..,:f•AA:r•' y`,. CEILING PLAN FOR EXACT ., ,, - .,1 LOCATION OF STORAGE CRIB, t\ VO 1 D ° A0 1111111111 ± _ PA SI -_ N �/ t2nd POUR is, i`` �'` / \ let FOURI • A G 3' EA EN: r ri �� / ILLJ —"1"--••••• • �Ti Sr • 55 STEEL N •NSITION, SUPPLIED BY OWNER, INSTALLED BY G C - O 34 SW 26 G/ METAL STUDS (IV' Q ., O p OC MAX ) WITH I . 2 WELDED WIRE SECURED TO OUT SIDE OF ../ \~ �'�, CC I STUDS ` -\ N INTERIOR RECESSED MAI T- DETAIL i- NON SAI c= S FLOOR EXPANSION JOINT --� Cr r �/ 3 S/ff' r1ETAL FRAM'% 'CXIOR STOP' AT HEAD IS lU C7NSIS1 • Q = Q / • I' EF M OGK EO TN O ONES ANOTHER CREATING A TUBE Q Z c) '�OhlE— PIC PLAN : . .. , , _ w O c., 3 S,e' METAL FRAMING AT DOORS IS TO CONSIST of A / Z (a r ,//\\ . , O c'aDZrn METAL STUD AND Tow. BITER-LOCKED INTO ONE RECESSED [TREAD READ I1 W CI = O r ANOTHER CREATING A TUBE 11I PROVIDED BY ER �' (I) SET of HINGES PER INSTALLED BY G C FINISHES U Q O I. / l DOOR, TOTAL OF (?) SETS FRAMING - STAINLESS STEEL ZO 3 CC I IIF _ kms. NAEP LATCH \ 0 (— C CT GRAND EN-TRANCE 1.— 2 0 3 0 ,' RECESSED FRAME AT TN R J DADD (n U Z (j 55F-115 - I/q" PHONE (888)424 628 I 1/2" THICK AR[1FX CONCRETE FINISHED Z CC _ CC .I NOTE ALL FRAMING FOR 'DECK N FAX (301 )86q 4/(9'75 FLOOR BUILT UP AROUND ANTENNA ►N11'f-+ 0 W tf)op Q m Q O 0 `n IN' 10 of PAINTED P-4 � A MINIMUM 1/2"/MAXIMUP•" 2" COVERAGE < 3 cn ~ i I,' /` I I , OVER TOP OF ANTENNA REFER TO A21 t-' - - 'I • ' IU';rllIIII. .11111111 11, .1111 11. . Ilei./ (VER!FY W ' ANTENNA N5 TAL AT ON ELEVATION I _ I ' a r :�+ T..IlIr.� II/16" r. .... ... ♦ . NT ON (SDE ) ELEVATION .... ,. -{ . 1 • 1 • 1 ‘ iii.11,S;if., ,,; /" . PLYWOOD SUB FLOORING G C SENSORMAIIC ANTENNA /•� TO APPLY THIN LAYER OF PAf' REFER TO LIGHT WEIGHT CONCRETE \ ARDEX CONC TO ACHIEVE ELEC ' t•). CAL DRAWINGS BY G C �F�tIRED FINISHU 52 2 7 � CONCRETE FLOC �I AB Slit l NA SECURE STORAGE CRIB DETAIL 0 EXTERIOR RECESS[ [) MAT DETAIL VESTIBULE SUB-FLOOR DETAIL A 1 2 •, . SC AL1 NONE 6 S �� ..t I FUTAIU ITV STRI1' MIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIII- 3 0 X . • . • `i T1.. ...I..ml .I''. I.I. Illmm..III...I.. I...I.IIII..IIIIII..I.IIIMMIIMIIMIMMIMIMIMMIIIIMIMMIMIIMMIMMIMIIIIIMIMIIIIIIIIMIMIMIIMIIIMIIIMIIIIPII"lilliIl 1 — . — ------- — ___________T__ .....-- ------r\--------------T------7------- I NAME SIZES ----- - \ ��) FRAME DiI••I[NS4iON \ l ..�i�� ., C. S If,' • V' • FRAME DIMENSION __ ' A ' I / �C� 1 r EQ,A. .- --1 (...) 4 1/7 r 71 '/4 EOL'A, j iRA''r D F IFN!!ON I f 'n' I FR/1" E D'MENSipN n, / • .: p J e !f• ,A — �'� a NOTES • ' ' .' I iii FRAMES w,TN .MAGES AND • �•, II .ANGERS (PRF-INSTAL:tC)) • ��' A • `iuF'PLIED BY OWNER NSTA,.LEU 3. �� 3' p\ + , {• 1 r r , t+` G C. G I: 'O SUPP.r- PAN / / ,• cj { 1 EA•. •.C, �QA""E •EAD SCREwS TO r4ANG FRAMES liiiii r'rk��O "+AGE ARRANGEr IFN' • r r r r '• "• ,.E v r 1 FRA^•. HRA'_K E ' 1 cr NFORMATION w ,.. Br wcLUpEr rr • J . Allj'.. DEL'VER� OF FRA"+ES �R% r°' •` r ' FA5'EtiERS ` .�I' t: I FRAME Ej Ej • H' OWNEW tis'A..t •i 1\ e- r V, Ia9 J •V'.• . 6'n I kA•�! ',PGA, /ES" H-..1. • �, .,� • S 5' JWES � ti5'A..A' 7N RErCR ' 'w . D S: ERA" E pyAORI FEE A' ih�� ,vap > z / 71\ C D) V OR 5►'-A n ti:fir I r� Q �•, ;., N5'A..A' 7.�c i A< rr Qil K B / Fc, / / ! "• 'EWER rel.' rr Q 0 3 f \\. se % I' PAN NEAL) SORE e. . , • - - - • •. f G NSTALL PLASTIC ANC•4OR9 _... 1 . - _ __ 1 - _ - i r414ERE FRAMES ARE 70 _.. FRONT HA' AIDC ELEVATION 5, INSTAL.ED ON GYP 1 `4' BD FiNTA,•tLJ wAL. c. 3' . • , j• ,• I .r I, 1 i a a. 1' EL.EVATIONj:::) C. YEW. REw SPACING .- , ti A., .N a•, 104 t A(.►+ RAME 4 1 INSTALLATION ADUI I & KIDS IMAGE. WALL #1 ADUE 1 8 KIDS IMAGE WALL #2 \ ADULT IMAGE WALL #3 KIDS IMAGE WALL #3 \ I ,ADULT IMA(A WAI I ss al A IMAGE- WAI I L AYOU 1 S & INCTAI 1 . A 1 ION \ ! I AINIrJG i RAME INSTAL L A 1 ION DE TAU r - .- r /............................ • 5/8"(;) STET., A. , -.JRF AD ROD • 1 FENDER wA5.1ER SAFETY LINE SEC,RE ''0 Nu', FENDER wAS1aER CARR PAR' 9U'LDING STRUCTURE 13465164 (OR EQUA•) \ 1 \� P5000 UNISTRU' BOLTED �e \ —.. ._._.�____ 1i BU'LCING S rRUC'URE .................... _ ^ —Y ..»__- -._+ \ •.ANI. IWA•..E w •.. •(tt E:•r•! r \ 1 C�. ...-.7.*.."2"": _ -.f - - -•y. ..1 1 , .• EDGE OF C ROAN ':•IOL U Y. • \ ..1'. a4 ARIA N,;) A't`, CI-DE APPROVE:, N "A, . BUILDING STRUCTURE ABOV[ 5,.0CR NG MY Gc. -130. T CAB.T C,.AMP NUT / FENDER rvAS•+ER "+c"'AS'ER CARR PAR' "I 'A. I WENY.•r C..EA• �� 13465764 (OR EQUAL) 1 rIOI,N• N. HRACKET FA•.•f'.F; -p'r. . / 6'w a WA "! •%, 1"C wA.. w .yr LAG SCRFwT '..Rrn,(,.. F'WE'-pe4.LED A CEILING CONSTRUCTION K D5 5'ORF', 'cx ti'FWT+vtilc [S IU WIN r 8 J'►• FRA"L / I AUDI r 9fCJRES „AVG VG `RA""E r, n•FK.+'�` N. ` i�,t rRA""E FIRAC J ' 1 .A„ ¶x REwS I SL)PPL•ED MY CANNER '....1""A, .E^ Ec0h,n,. ID film] / . _ EOI'AI SALES ROC,' G C VIVA . S,•(Jw, 5 •.o CA, e v ��_ // / r � ROC,' V5'A. •a' >r, WEIEv • � TO IDEIESEN'A' ON " A, / .-/ \ .. - - _ . _ ELEVATIONS FOR 5'AWwt, . 1 - \ prNER SPEC A.. NS'a,..A' rJN(y, C...-.-"7- �- ' . A5 APPLiCA13.E N�� ` 5/8" v w B CEILING GC TO FURN151J / INSTALL WHITE a — —�- DUPLEX RECEP'AC�C "� LON GRUMMET AT B0TrJ CABLE GALV FORGED STEEL EYEBOLT I REFER 10 E;EC.'RCA, PI ANS) -LX ,•;2E r"E '" ,:.` �. i• I., WIT«+ FENDER wA5•+ER / NUT TED PO NT5 IN CEILING, SILICON S SE:' ;R K SSI •• :IRE AN:: . Wit' .. / McMA5TER-CARR PAR- #30)6744 ApEiERE IN eTOLE. EAGLE NYLON 4 '`IJ•A_.- P', •�'E or .- . E ' X 45 :..-R E\ (OR EQUAL) 4ARDkARE SCREW INSULATOR " i4" DIA NoLE �Y 3i4'L SHAFT GREETER DO- PACE -EVE._ rr .. 'C I.' ,.3C •:'.. .� • . , . - . . . S. (STOCK 1561 250'5 OR EQUAL) REQUIRED a-TAC� p.A•E ': r, �)OR 5.:.? N N. ORF-^RILED -,C,..ES N, P .A"E 0) I^- C,C TO DRILL 3/8" DIA HOLE it N OUGN TOP OF CANOE 1 5/32' DIA AIRCRAFT CABLE •• TO FEED SUPPORT CABLERANGING FRAME INSTALI_ A TION DI- TAIL GREETER DOTS INS T ALL_ ATION I)E TAIL W (1XIq 51 RAND CORE) w:IN 18" 0 EXTRA LENGTH AT CANOE Tel McMASTER CARR PART / w r d /,, 13450130 (OR EQUAL) CDa ,v \ O Cr FENDER wASNEK f IIATC1+[p AREA ND'AT[5 !N-wA., 24'K 30' BODE APPROVED MOCKING CO CC CC F \ AS REQUIRED TO MOUNT NARDWAR1 I ` r------7-1 • PROVIDED AND INSTALLED MY GC J -� • WALL .RACKET .• . \ w !iWA(R.f ' I 1 Q UJ I O F-- U a 1 - u HOLT CABLE CLAMP ' . ` , _ I ~ \ r - - r % ► I McMASTER CARR . I 1 I I I MOUNTING INSTRUCTIONS C wN \ 1tt ` PART13465T64 (OR EQUAL) I I I ° I I ° I I I , Z o� Q z 1 0 7' 6' AFF TO BOTTOM '! I I O Z Z OF CANOE Al ADULT I I I I \ I I \S . — STORES WOODEN CANOE •, I - ` I I '` L_- ..:I 2 Pt,A T E (TTP) I I 1 LU t Q 1' 0' AFF TO DOT TOM FURNISHED BY AIF NSTALLED BY I vr. 2Lu OF CANOEAT GC, GC TO FURN15L• ALL Q 3 f� KID yTORE5 INSTALLATION L4ARWAPE, INSTALL WALL EIRACKET Z .._Z ' o `. ABOVE CEILING NARUWAR t �/ 4 CC " w UZu) o CABLE I _ I() Cr PRIOR TO CLOSING IN CEILING1111 1: ' ';'W `I' F'�r:, •tCD C C (� Q , :t n •. �. a•.:.. Q In ,t, 1 a CANOE HANGIN(� DETAIL .1) + / PI 1 S I EQ 15'-8' Al ADULT STORES EQ / + v NOTE r,INNFR AN',` ', •w. "I', • ••• VV, 1D•. — ‘---N---14•-- ,. � — LL-_ -. 1 AT KIDS STORE ADULT CANOE WEIGH • 441H ` ` ` `_ ` ` v-- KIDS CANOE wFIG-IT •• ?AL H47 A MIRROR #1 MIRROR #2 /MIRROR #3 MIRROR #4\ MIRROR #5 SIDE VIEW OF ALL MIRRORS ' CANOE HAt•(;ING (.ABLE PLAN DETAIL (ADULT SALES AREA) (A0t)L I SA;E-S AREA) N T S (KIDS SALES AREA) (KIDS SALES KDS/ADUI' t rt NG R001.15) 0522 7 SII C I CANE DETAILF MIRROR MOUNTING DETAILS , j , 01101 LI(. IB$t II a I WI 3 0 X ti 4+/ ofq • ti F ♦+ • A, 11,M....,♦ .4..5 _ :.Irw+..i1:...,�,A,�r...,Il..., 1.L: y',.;,t.ill �I; • , , r • .. _: 44MMlb.,r.Mwrw.r^,yyw'.>A•" l .otlM,NIM*M4M+.Ir•n'.•a.,. .,h,�...u..+.w.r,+w -w.nw:s+lAM'�ar+w ,. w .. — a 1 i5{ T 11 i ty 4khLKA. Nsl:E.S I SPEGlf1GAIlQNS USE OF ADMIXTURES ALL CONCRETE SHALL CONTAIN THE SPECIFIED WATER-REDUCING SEND ONE COPY OF REPORTS ON ALL REQUIRED LABORATORY TESTING DIRECTLY TO THE ADMIXTIIRk CONCRETE SLABS f'LACEC AT TEMPERATURES BELOW bOvF SHALL CONTAIN AN ALL. GONNEC.IONS SHALL BE SCREWED OR WELDED POWDER DRIVEN FASTENERS ARE NOT A9@R�YIAINQNS STRUCTURAL ENGINEER, TWO COPIES TO THE ARCHITECT, ONE COPY TO THE CONTRACTOR AND ACCEPTABLE FOR ANY STRUCTURAL APPLICAtIONs ACCELERATOR WHEN TRAINING ADMIXTURE TIDIL.Itr OR USE ILITY LOWER WATER- ACHIEVE ONE CAPE CO THE CONCRETE SUPPLIER A COPY B ALL TEST REPORTS SHALL DE IN THE DES1GtI GR,TEKIA RATIO AND HIGHER ULTIMATE AND/OR INITIAL STRENGTH ARE REQIIRED, SUPERPLASIIUtER ENGINEER'S OFFICE WITHIN A MINIMUM OF FIVE (5) WORKING DAYS FRO' DATE OF TEST OR WELDING USE QUALIFIED WELDERS AND COMPLY WITH Aw5 GI 3 'STRUCTURAL WELD NG ALF ANCHOR BOLTS MAY BE USED AIR ENTRAINING ADMIXTURE SNAIL BE USED WHERE REQUIRED TO ACHIEVE INSPECTION ABOVE FINISH iL00R SPECIFIED AIR CONTENTS CODE SHEET STEEL' .................... F, BUILDING CODE ?003 IDC WITH THE STATE OF OREGON AMENDMENTS (.".• ARCH ARCHITEGTLIRAL r'r�l O ACCEPTANCE OF STRUCTUREAVEHEM ?SOON TEST RESULTSANGEDO NOT MEET IONS FOR RES, THE MEMBER wEEi OPENINGS SHALL BE POSITIONED A MIN MUM OF 1(1' F H e BAS[ PLATE HD CONCRETE CONTAINING 9UPERPU9TICIIER SHALL HAVE A PIAXIMUM SLUMP OF /' AFTER THE ENGINEER SHALL HAVE THE RIGHT TO ORDER A CHANGE IN MIX PROPORTIONS FOR REMAINING ROM CONNECTIONS BLOC B� LDS , ADDITION Uf 9UPERPLASTIUZER AT THE TRUCK UNLESS OTHERWISE DIRECTED dr THE PORTIONS OF STRUCTURE HE MAT REQUIRE CARE TESTS TO DE MADE AT CONTRACTOR'S ALL WELDS SHALL BE TOIX.►HED UP WITH ATINE-RICH PAINT BLK BEAM V 0 LGN LIVE ENGINEER THIS CONCRETE SMALL ARRIVE AT THE JOB SITE HAVING SLUMP 5ETwEIN 1 AND EXPENSE ANY SUCH TESTING SHALL BE DONE BY AN INDEPENDENT TESTING AGENCY BM BLOC .�.�,► 1 3', TO 8E VERIFIED, AND THEN THE SUPERPLASTICIZER ADDED TO REACH APPROVED SLUMP AUEPTAJ3LE TO THE ENGINEER �. EtOM Pe) STORAGE PLATFORM 125 PSI LEVEL AT WALL LOU11ON5 WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT VERTICAL LOADS A BR DG BR AGING • p.m' MECHANICAL PLATFORM 50 PSI CONTINUOUS LOAD PATH SHALL. BE PROVIDED TO SUPP('RT THOSE DADS THROUGH 'HE BR'' N STAIRS 100 PgF STRUCTURAL SIEEL STRUCTURE INCLUSIVE Of THE FLOOR SYSTEM t0 THE FOUNDATIONS TH.S MAY BE B' BEARING I CONCRETESNOTED PRODUCTION GENERAL AS PER ACI 901 SECTION ,, ARTICLE 3, EXCEPT ACCOMPLISHED TH TIE J0I51 GROUND SNOW LOAD (P ) 20 PSI AS NOTED DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE FOI.LDWING ROUGH THE. USE OF BEAMS, HEADERS, BLOCKING STIFFENERS OR OTHER LAN' _ BOLTEDVER110i11111 /0 SNOW EXPOSURE FACTOR I 0 APPROPRIATE MEANS BASED ON LOCATION AND DETAILING CONSIDERATIONS C " --UST-IN-PLACE LO SNOW IMPORTANCE FACTOR t 0 READY -MIXED CONCRETE USE FOR ALL WORK, EXCEPT THAT WHEN SMALL QUANTITIES (NOT AISC 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' C - ---CONTROL FLAT ROOF SNOW LOAD (P/) 25 PSF AMAXI FABRICATION TOLERANCES FABRICATE ASSEMBLIES LEVEL, PLUMB, AND TRUE TO LINE TO JOINT OVER 1/2 CUBIC YARD) ARE NEEDED FOR ISOLATED OR RELATIVELY UNIMPORTANT ITEMSCENTL TOT A. DESIGN ROOF 'MAV LOAD 25 PSI (, DRIFTING) A MAXIMUM ALLOWABLE TOLERANCE VARIATION Cr I// INC,/ IN 10 FEET (1 y,0) AND AS CLR CLEAR RISC 'SPECIFICATIONS FOR THE STRUCTURAL STEEL FOR BUILDINGS', INCLUDING THE FOLLOWSM PROVIDE ii (t I%) AIR ENTRAINMENT IN ALL CONCRr E PERMANENTLY EXPOSED TO THE 'COMMENTARY' AND SUPPLEMENTS THERETO A9 ISSUEDI C CONCRETE MASONRY ,N DESIGN MIND WEATHER AND SUBJECTED TO FREQE THAW CYCLES OR VULNERABLE TO UEICFRS COL COLJMN • .F AISC 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A L.,0 BOLTS' 9NCH (. SPACE INDIVIDUAL FRAMIHJG MEMBERS NO MORE THAN PWS OR MINUS Vo CONC CONCRETE U BASIC WIND SPEED-(3 SECOND GUST) 100 MPH NO TACK ►NEEDING OF REINFORCING IN THE FIELD WILL BE PERMITTED APPROVED BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OF THE INCH (3 " ) FROM PLAN LOC/�TIQN CUMULATIVE ERROR SHALL NO' EXCEED MINIMu'" CONS TO GON9TRUCTIOh � ' EXPOSURE CATEGORY C ENGINEERING FOUNDATION FASTENING REQUIREMENTS OF SHEATHING OR OTHER F DISHING mATERIA,-S S CONTINUOUS ~' IMPORTANCE FACTOR (IW) I 0 CI1N1C.JL'1 J AP bPLICE.AND ANGElQ E_DIMENEECN TABLE C ' PUJ!!c YARD PRIMARY fRAC1t 3000 PSI NNORR"1AL WEIGHT CONCF'TE, F AWS DI I 'STRUCTURAL WELDING CDD[• 2 SQUARENESS FABRICATE EACH COLD-FORMED META. FRAMING ASSE""B.• TO A MAX M M Df PITA. C, y • GRADE i0, NON-COATED BARS OUT-OF SQUARE TOLERANCE OF I// INCH (3 Mn) DAG DIAGONAL • �� = fes, ASTM A i 'GENERAL REQI:IREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES INSTALL GOLD FORMED NITRE FRAMINGACCORDING TO A5 M I i a DA ----DIRT'I'ER O TOP OTHER BARS SHE[ r PILING AND BARS FOR STRUCTURAL u5F' T C 007, UNLESSMORf STRINGED D. _ _ DOUBLE JOS' HEIGHT lfT) END 1QNE INTERIOR ZG�tEREQUIREMENTS ARE .NDIU'EU OF DOGE 0-30 15 23 BAR SIZE LAP ANCHORAGC BAR 511E LAP ANCHORAGE THE DESIGN AND INSTALLATION OF TEMPORARY SUPPORTS, SIGH AS TEMPORARY GUYS, n L DEAD LOAD R3 2s' 22' •3 22' 17' WHERE STUD SYSTEM ABUTS StRuCTURAL COLUMNS,I BEAMS OR WALLS, INLLJDING MASONRY �'C' URA...NG COMPONENTS AND CLADDING USE THE MOST STRINGENT WINO LOAD OBTAINED FROM CODE, sa 37' STRLCT, FALSEwO-IF CRIBBINGSI OR YTHER ELEMENTS CTOR!RED FOR THE ERECTION Of THE WALLS, ANCHOR ENDS OF STIFFENERS TO SUPPORTING STRUCTURE F F LAO. FACE n UNDERWRITER CRITERIA (FACTORY MUTUAL, ETC ), AND THE PROJECT SPECIFICATIONS �� 7?' 9tRuCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR THE DESIGN OF ALL D EACH ) ' 47' 36' as 36' 26' CONNECTIONS FOR TEMPORARY SUPPORTS, INCLUDING CONNECTIONS TO THE STRUCTURE ARE INSTALL SUPPLEMENTARY FRAMING, E F EAG.. �f Q CLADDING MANUFACTUREIE SHALL CONSIDER INCREASED PRESSURE COEFFICIENTS AT BUILDING ri 56' 13' THE. RESPIONSBIL!TY Of THE CONTRACTOR THE DESIGN OF TEMPORARY SUPPORTS AND E T T N. BLOCKING AND BRACING IN METAL FRAM a SSE E , EXPANSION �O N` CORNERS, EAVES, AND RAKES LOADS NOTED IN GENERAL NOTES ARE OBTAINED FROM CODE *7 6L.' 63' i 63 48' THEIR CONNECTIONS ARE NOT THE RESPONSIBILITY Of THE ENGINEER WHEREVER QuIPM PAR ; IONS, UNt'D SIMILAR AND WORSOFF T•, ARE INDICATED 'O gUPPOR 1 '�' 72' 72' 55' FIXTURES, EQUIPMENT, SERVICES, AND WORK WHERE TYPE Or SuPP. E- E.EVA' 0', SEISMIC SuPPORT IS NOT OTHERWISE INDICATED, COMPLY w,t T EMEN'ARY ELEv -- --- ELE✓ATORse v STRuCTURsI STEEL (w SHAPES) ASTM A4q? (F1' SOKSI) ►+ 9 LID TIANUFAC JRER S [g EACH S�E 1000 PSI NORMAL. WEIGHT CONCRETE F (C SHAPES) ASTM A3i LINO LOADIRECONG ERESULTING AND INDUSTRY STANDARDS IN EACH CASE CONSIDER NG WEIGH' OR EQ EACH �4 505 707 10P MRS r • GRADE dO NON-COATED BARS (PLATE, ANGLES) ASTM A3i LINO FROM T[M SUPPpfctED ° SDI • 355OTHER BARSEQu EQu PmEN" E w EACH INA• (mot) HSS (TUBULAR SHAPES) ASTM A500 GRADED (Fr.ri K51) INSTALLATION OF Stub SYSTEM SECURE STUDS TO RUNNER TRACKS BY ETHER WELDING OR EYP EXPAhS ON44 V BAR SIZE LAP ANCHORAGE BAR SIZE LAP ANCHORAGE SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES UNLESS O'.IERw SE NOTED ON E) or EX S'-EY 9' NG �� a SEISMIC IMPORTANCE FACTOR 0 19 24' 10' *3 10' 15' SHEAR CONNECTOR HEADED STUD TYPE, ASTM-A Ips GRADE 1015 OR 1020, COLD FINISHED DRAWINGS SEAT STUDS COMPLETELY IN TRACK EX'ER OR SEISMIC USE GROUP r./ 33' 25 05 75' 10' CARBON STEEL, WITH DIMENSIONS COMPLYING WITH AIS( SPECIFICATIONS SEISMIC DESIGN CATEGORY D *5 41' 3i' N6 31, 1A' FRAME BOTH SIDES Of EXPANSION AND CONTROL JOINTS. w 5E;ARAE 5'.,75 DC F/CCOh; FACE OF CONCRE'E f ; C.� I SEISMIC SITE CLASS SURFACE PREPARATION AFTER INSPECTION AND BEFORE SHIPPING, NOT BRIDGE THE JOIN' w'H COMPONENTS OF STUD g•g*Er F 0 FLOOR ,� BASIC SEISMIC FORCE RESISTANCE gYSTEr" ORDINARY STEEL CONCENTRICALLY BRACED FRAMES IRt7 71', y31' �, 37' �;' NG, CLEAN STEELWORK TO FIN F N y. �; ANALYSIS PROCEDURES EQUIVALENT LATERAL FORCE METHOD $6 SI' i?' 52' 45' BE PAINTED REMOVE LOOSE Rug' LOOSE MILL SCALE, AND , SLAG OR FLUX ALL HORIZONTAL 5 FFENER9 IN 9 up SYS'E"' SPACE. A' NC' "TORE THAN A r:' F_G FLANGE ww1:::) • .• DESIGN BASE SHEAR (K) (STRENGTH) 62 'b DEPOSITS CLEAN STEEL IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNC'L OCSE WELD AT EACH N'ERSECT�ON F_R F,.00R WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LAP DIMENSION OF THE SMALLER MR (SSPC) AS FOLLOWSF 5 FAR SDE OR GENERA. OR THE ANCHOIItAG[ DIMENSION OF THE LARGER BAR USE wHILHEVER DIMENSION IS ALL STEEL 5P3 POWER TOOL CLEANED 3 INSTALL TEMPORARY BRACING AND SUPPORTS 'C SECURE FRAY'NG AN:. SEPPCX+• ,.OARS FOO' NG 5'EF u• LARGER < . COMPARABLE !N INTENS TY TO THOSE FOR WHICy. STRuC'JRF wA5 DES GNED F� Till 5'RuCTURAI MOpIFIUtIONS ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER MAINTAIN BRACES AND SUPPORTS IN vJCE UNOIE*JRBED N' . EN' RE ti'EGRa'E:. F G FOC' NG THE rtODIFICATIONS ARE FULLY COMPLETED 1 IS SOLELY THE CONTRACTOR'S ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WHITE OR LIGHT GREY TO PROVIDE DRY SUPPORT NG STRUCTURE HAS BEEN COMPLETED AND PERMANENT' :ONNEC' Ohs ': GA '.A,,GE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE f11N1f1Uf1 GOfKRETE PDR FILM THICKNESS OF NOT LESS THAN I 0 MIL, ASPHALTIC PAINTS ARE NOT ACCEPTABLE FRAMING, ARE SECURED G B GRADE BEA"' SAFETY OF THE CONSTRUCTION PERSONNEL, BUILDING, AND ITS COMPONENT PARTS DURING CONCRETE REINFORCING SHALL BE PLACED PER THE TOLERANCES OF API II' AND ACI 316 ALL COLuriN MSE PLATES SHALL HAVE A MINIMUM OF FOUR EXPANSON ANCHORS G C GENERA. CON'RAC'!� ERECTION THIS INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY DRAPING REGARDING MINIMUM COVET A ALIGN STUDS VERTICALLY WHERE WALL -FR/�MII CON' N •. 5 'N'ERRNFO B• C•C HORIZOGAL.VA . C ETC THAT MAY DE NECESSARY FALL PROTECTION SUPPORT FROM PERIMETER COLUMNS FLOOR FRA"'4G WHEAT- STUCI'! CANNOT BE ALIGNED CONTINUOUS." RE NFORCE 'RACK HDD HEADED DED SHALL BE PROVIDED IN ACCORDANCE WITH G'S►NA REQIIR[ME/NTS AS REQUIRED SuGH LOCATION RISC STANDARD DWBLE ANGLE CONNECTIONS SHALL BE USED FOR ALL CONNECTIONS NOT TO TRANSFER ,.DADS HOit: HORIZONI/_ I MATERIA. SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER CAIMPLEIION Of THE PROJECT MINIMUM GOVERF O1H[RwIS[ DETAILED WHERE THE REACTIONS OF BEAMS AND GIRDERS ARE NOT SHOwh F NS DE 'Al; FOOTINGS CAST 3' CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE MAXIMUM ALLONABLE UNIFOR'" LOAD PER 5 ALIG`' FLOOR AND ROOF FRAMING O'/ER WALL SUDS WHERE FRAmNG CANNOT BE N' OS' OR THE CONTRACTOR SHALL PERFORM ALL GONSTRuCTION FOR THE PROJECT IN A MANNER AND 1 PERMAAGAINST XP05E.D TO EARTH AISC LOAD TABLE FOR TH[ GIVEN BEAM SIZE AND SPAN ALIGNED CON' NJCIUSL.Y REINFORCE TRACK TO TRANSFER LOADS J/D JO 5' BEAR Ni. } pr J9' UO 5' W K 1L., SEQUENCE THAT ARE BASED ON ACCEPTED INDUSTRY STANDARDS THAT RECOGNIZE THE ALL NIGH STRENGTH BOLTS SHOULD BE MANUFACTURED IN THE UNITED STATES ---_ _ X ,,, r • INTERACTION OF THE COMPOINENT9 THAT COMPRISE THE STRUCTURE WITHOUT CAUSING SLABS ON GRADE NSTALL HEADERS OVER WALL OPEN•NG5 w CHER 'HON S' SF'AC NG LOCATE HEADERS -- JON' r' re DISTRESS, UNANTICIPATED MOVEMENTS OR IRREGULAR LOAD PAt AS A 1/3 SLAB THICKNESS FROM TOP a SLAB ABOVE OPEh'hG5 AS •NDIU'E: FABR UTE HEADERS nF COMPV ND : .APES `^ --"" K o W I HSRESULT OF THEFIELD GONNECTION9 SHAM BE BOLTED, BEARING TYPE UNLESS NOTED OTHERWISE USING T w CONSTRUCTION MEANS AND METHODS EMPLOYED WALLS INTERIOR FACE 3/4' 3/4' HIGH STRENGTH BOOS G7INFORMI ,.» ' ND,U ED CR REQU RED 'C RANSFER LOAD 1C SUPPORT NG 5' D5 c�)r"F'.E E w '.. . - - VE .OA:: (I NG TO AS A3?5 ONE SIDED CONNECTIONS ARE NNP' CLIP-ANGLE CONNEC'CXItS WEB 5' FFENERS OR C.t.'SSf P.a'E5 "" ..E.: HOR : '`• "' ' ,t rUl,9 EXTERIOR TACE a5 AND SMALLER I-1/?' PERMITTED UNLESS DETAILED ON DRAWINGS ..+;• -•----..OND LE�� VER'' '1 � '),,, DETAILS LABELED 'TYPICAL DETAILS' ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON ' LW .OND w� , ., r I THE PROJECT THAT ARE THE SAME CO SIM'tAR TO THOSE SPECIFICALLYU' AND LARGER ? EI DETAILED SOC./ A FRAY! AS OPEN NGS w '.. NC' ESS THAN A :X)UB..E 5'.:: a' EACH �A""Fi OF '�A5 MOMCNMASONF+ 0 I Di DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION NOTIFY ALL CONNECTIONS TO TUBES SHALL USE THRu PLATES UNLESS NOTED OTHtRW19E c WIRE LD SUPPORTS SHALL BE FURNISHED FOR ALL REINFORCING WITHIN SLABSPR INCLUSIVE RA EAS ND CA ED ON SHOP DRAW NGS M,_ `�Oi"EAN '. .: .. 2 j o ENG NEER OF CONFLICTS REGARDING APPLICADILI OF 'TYPICAL DETAILS' OF wELUED WIRE FABRIC BOTTOM BARS IN SLABS ON GRADE MAY BE SUPPORTED BY OTHER ALL WELDING SHALL. DE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH THE L►TES' T • y, ,,, SUITABLE SUPPORTS REINFORCING SHALL BE PROPERLY POSITIONED PRIOR TO CONCRETE ANS SPECIFICATIONS B NS ALL RUNNER TRACKS AND JACK STUDS RANG. AND BCLOw WALL OPEN NGS �+FR~ -___ -.. M4�„, 4�v j Ul c, THE EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS WERE BASED UPON EXISTING PLACEMENT AND MAY NOT BE RE-POSITIONED ONCE CONCRETE OPERATIONS HAVE BEGUN JACKC9R 'RACKS '0 FU STUDS w'H CLP ANGLES OR B• wEL^NG AN SPACE �E a k1:: DRAWINGS PREPARED BY DLR GROUP DATED 03/1l/06 THE CONTRACTOR IS RESPONSIBLE WIRE BAR AND OTHER TYPES OF SUPPORTS SNAIL BE IN ACCORDA NCE. WITH THE CONCRETE WORK THESE DRAWINGS WI1H ARCH,TECTURAL DRAWINGS FOR NAILER HOLES AND STUDS SAME AS F64.,--HEIGHT WALL 5'JDS ;N 4 NE,. W , t, FOR FIELD VERIFYING ALL EXISTING CONDITIONS ANY DISCREPANCIES ARE TO BE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE 'N.,C NO' N CONTRA.' OC �� IMMEDIATELY REPORTED TO THE ENGINEER AND ARCHITECT PRIOR TO PROCEEDING WITH ANY ARUHItE:TURAL CLfJ►RAhGFS ' F ELD PAN NG TOL/Cm-JP./ GALVAh'ZfD SURFACES DAT^AGE: D•.R Y, ..AND. NG AN, N 5 NEAR g DE OF THE WORK IN QUESTION FILLING-IN FILL-IN HOLES AND OPENINGS LEFT IN CONCRETE STRUCTURES FOR PASSAGE GENERAL CONTRACTOR SHALL VE'' FY ALL MECNANIUL UNIT WEIGHTS AND LOCATIONS NITH NS'A„A' [ JS NG GALVAN Z NG REPO R PA N' N'S N SCALE Of WORK BY OTHER TRADES, UNLESS CJTHERw15E 5HOIWN OR DIRECTED, AFTER WK><tK OF OTHER MECHANI('AL CONTRACTOR AND VENDORS DRAwING9 FOR AC'UAL MEUHANIUL UN' . '• `O'ER WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS TRADES IS IN PLACE MIX PLACE AND CURE CONCRETE AS HEREIN SPECIFIED, TO BLEND PURCHASED 13 CON RAC'OR tuD COORDINATE C ENS.LATION OF EDGE ANGLES w '.. STEEL ERIC' O'. - I - Of IN-PLACE CONSTRUCTION PROVIDE OTHER MISCELLANEOUS CONCRETE FILLING SH01WNSMETAL STUD CONTRACTOR 'C EhgURE PROPER AL Gh'"EN' OF ANGLES FOR •"E'a, ALL TESTING AND INSPECTION SPECIFIED IN THESE NOTES SHALL DE PAID BY THE UYvNER OR REQUIRED TO COMPLETE WORK ANDNJC I-A.. S ►T QN x>L ,°�, Y' f FIELD VERIFY ALL GOND TIONS A' THE EXISTING CONSTRuC' Oh BEFORE fADRIUtIO, P: PRE.. ._WE'' GGNGRETEP GROUT BASE PLATES AND FOUNDATIONS AS INDICATED, USING SPECIFIED NON-METALLIC NON LEVEL AND PLUM INDIvIDuAL ME�!BERS Of STRUCTURE wltHlh SPEC FLED RISC a GALVAN'Z NG REPAIRS PREPARE AND REPA �' ::A'-A;E: ,a, .A,,E� , a• NGS T L - -P A SHRINK GROUT ABRICA EO AND 'NS'ALLED COLD-FOR-ED "ETA. FRA” .. GA..SAN:E:' REPa R P G5 °.ACE` ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 30? 'SPECIFICATIONS FOR TOLERANCES FOR BEAMS WHICH SUPPORT STEEL JOISTS, MAINTAIN SUCH TOLERANCES AS PA N' ACCORDING '0 AS"" A 710 AND MAhJFAC'.,RER 5 wR --EN N5'R./C' DNS v 5 c POUNDS'SIX ARE F �” STRUCTURAL CONCRETE' AND ACI 302 305 AND 306 UNLESS NOTED OTHERWISE FOR THE i WILL ASSURE SPECIFIED MINIMUM JOIST BEARING TOLERNCES SHALL NO' BE °S P�^,� Ail: v YEAR REFERENCED IN THE WILDING CODE NOTED ORMWORK FOR 51RUCTURAL ELEMENTS SHALL NOT BE REMOVED UNTIL CONCRETE WAS REACHED ACCunul_ATIVE TEMPERATURE CORRECTION SHALL 8E APPLIED 90 THAT THE STRUC'uRf Tajo...," v 12A: �✓ �� Z 751 OF ITS DESIGN STRENGTH C OCC'• J A ti• 'v4 w RE BRJ9N CLEAN, AND Pa ti.• SCARRED AREAS 04E.DS A. O wlLL BE PLUMB AND HILL HAVE CLEARANCES SPECIFIED AT 70 DEGREES F RuS' SPOTS ON FANO CATED AND INS' LED PR T'E-FTA N'FD GOLD-FORMED -E-A, li - --ROOF ORA '. RF NF .- --- RE NFOR: ^w: v' ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, UNLESS OTHERWISE COLD WEATHER PLACING COMPLY WITH ACI 304 FRAMING PA N' FitAM NG SURFACES woe. '-�'"E "PE :?' SHOP PA N' SED Oh OTED, SHALL CONFORM TO ALL. 315, 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL TEL :LAIR: ADJACENT SuRFA;E5 RE:D SIC' RE: > CONCRETE' ACI 117 AND THE LATEST ACI DETAILING MANUAL WEATHER PLACING COMPLY WITH ACI 305 REL. REX N by > N TA ALL STAIR LANDINGS, STAIRS AND STAIN SUPPORTS TO BE DESIGNED BY STAIR Z � A.7r5Ll�L'MGF SEC' - --- -SEC'ON HOT CEMENTS ALL CEMENTS USED SHALL BE PORTLAND CEMENTS CONFORMING TO ASTM 0150, [jj�g� .� TC MANUFACTURER SUPPLY DESIGN CALCULATIONS AND DRAWINGS STAMPED BY AN ENGINEER S^" g M-AR ! ! i TYPE I OR III UNLESS OTHERWISE ACCEPTABLE TO THE ENGINEER TYPES IA AND IP REGISTERED IN THE STATE WHERE THE PROJECT F LOCATED TO THE STRUCTURAL ENGINEER *ES' NG AaNER w ENGAGE A QUAL'F'ED INDEPENDENT TES'NG AGENCY '0 PERFORM S 0 G - -- - SLAB ON .RADE ARE NOT ACCEPTABLE 051 ONE BRAND OF CEMENT THROUGHOUT PROJECT NTERIOR FLOOR SLABS MACHINE TROWEL UNO FOR REVIEW LIVE LOAD • 100 PSF STAIR MANUFACTURER SHALL PROVIDE ALL POSTS F T•'_ SPA SPACES BRACKETS, HANGERS, ETC TO SUPPORT STAIRS ►HANGERS AND POSTS SHALL BE TOUTED L. QI AL CON TES HNC. `x" SQUARE FLYA9H SKULL CONFORM TO ASTM (Ale TYPE C OR F AND SHALL DE PERMITTED TO BE USED PROVIDE ACI 'CLASS A' TOLERANCE, I// INCH VARIATION IN 10 FEET, MEASURED PITH A N PARTITION WALLS POSTS OR HANGERS SHALL LOAD THE 5T1tuGtURE CONCENTRICALLY F ELI) AND SHOP WILDS PLL DE SUBJECT TO INSPECTION AND 'ES' 'NC. 5' F' ---_.."5' FFENER ! 1.-- ASA SUBSTITUTE OF UP TO 201 Of THE PORTLAND CEMENT IF THE MIX DESIGN STRAIGHT EDGE LAID IN ANY DIRECTION 51. ---- -- S'EE_ SUBMITTALS SHALL HAVE TESTS USING THE SAME AMOUNT OF IF USED, THE CONTRACTOR'S RECTION 50111 IALS TESTING AGENCY WILL REPORT T STOOD' S'RUC'JA' ES RESULTS PROMPTLY AND N HR TING TO CONTRACTOR Se. Si-CR' wa .i t EDULE SHALL ACCOUNT FOR THE USE Of iLrASH CONTROL JOINTS IN SLABS ON GRADE CONTROL JOIN'S IN SLABS ON GRADE SHALL BE SUBMIT SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A REGISTERED STRuCTURA, AND ARCHITECT S•'" 5"""F'R :a- • PROVIDED AT THE LOCATIONS INDICATED ON THE DRAWINGS JOINTS SHALL BE MADE BY ENGINEER, INCLUDING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLYREPLACE - NORMAL WEIGHT AGGREGATE ASTM C33 FROM A SINGLE SOURCE SAW CUTTING 0 TO 2 HOURS AFTER THE FINAL FINISH AT EACH JOINT LOCATION USING THE Of STRUCTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS INCLUDE DETAILS OF CUTS, RE*tOVE AND WORK THAT DOES NOT CcA'rPLY w'TH SPFi•F E^ REQ..' RE'"EN'S 'NC •N ,a '7 AIR-ENTRAINING ADMIXTURE ASTM C2i0 EARLY-ENTRY DRY-CUT PROCESS PER ACI 302 IR JOINT DEPTH SHALL BE PER DRAWING CONNECTIONS, CAMBER, HOLES, AND OTHER PERTINENT DATA FR ER' N,"E:' r''-Eke. 5E O DETAIL THE SAw SHALL USE ADIAMOND-IMPREGNATED BLADE AND ET IF LDY THE USE OFAADD RM NE *ES' NG AND NN!'EC.TING, A' CONTRACTOR'S IED REE w,. DE PERFL�R'"ED .'ER' .'ER' ::a, Z 44 SKID PLATE TO PREVENT SPALLING AND RAVELING OE THE SLAB APPROVED SUPPLIER INDICATE YIELDS BY STANDARD AwS SYMBOLS AND SHOW SIZE, LENGTH, AND TYPE OF EACH DE'ERM NE CO*'°`ONCE OF .ORRECTED WORK w'TH SPECIFIED REOUIREMEh'S w ° WORK n; N j 0 O WATER REDUCING ADMIXTURE ASTM G�4/ TYPE A, CONTAINING NOT MORE THAN 0 IS 50FF-GUT INTERNATIONAL OR EQUAL w w - WELL^L:' w �E FAPq N . _ C CHLORIDE IONS PE D PROVIDE SETTING DRAWINGS, TEMPLATES AND DIRECTIONS FOR INSTALLATION OF P P i a, ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED BY OTHERS PROVIDE 5'EG1AL ��' GUR`NG CALCULATIONS USED FOR DESIGNING CONNECTIONS SPECIAL INSPECTION 15 "0 BE PROVIDED IN ADD'TION 10 THE 'NSPEC•IONS CONDuC'ED BY HIGHH-RANGE WATER-REDUCING ADMIXTURE (SUPER PLASTICIZER) ASTM C.K/ TYPE F OR G, CONTAINING NOT MORE THAN 0 11 CHLORIDE IONS CURING COMPOUND SHALL BE PROVIDED AS PRESCRIBED ON ARCHITECTURA, 7RA0LING5 BASED SHOP DRAWINGS SHALL INDICATE THE DATE Of THE STRUCTURAL DRAWINGS THAT WERE USED O'HE DEPARTMENT OF wNE.R ou HSA DZED AG N. FR AND SHALLuESTI NO" BE EROD C AND *0 RELIEVE THE ON FLOOR USE ORDINATE FOR COMPATIBILITY OF FINISH MATERIAL S AUTHORIZED ADEN' TROY' REOUESTINIG THE PER OD C AND CALLED CU wAtEF,-REDUCING, NON-CHLORIDE ACCELERATING ADMIXTURE ASTM UqN TYPE E, TO PRE'ARE THE SHOP DRAWINGS INSPECTIONS REQUIRED BY THE Bo .DING :.ODE SPECIAL INSPECTION SHALL BE PAID BY0) CONTAINING NOT MORE THAN 01$ CHLORIDE IONS MOISTURE-RETAINING SHEET MATERIAL MEETING ASTM CI'11 MAY BE USED 'HE OWNER SHOP DRAWING SUBMITTALS SHALL CONSIST OF A DIRECT READING TRANSPARENCY PLUS 2 PRINTS OF EAGN DRAWING REGI- WATER-REDUCING, RETARDING ADMIXTURE ASTM CACHLORIDE , TYPE D, CONTAINING NOT MORE MAINTAIN INITIAL CURING FOR 12 HOURS AFTER FINISHING, 24 HCLIRS FOR AIR gPE� AL 'v,PE,�.10N5 THAN 011 CHLORIDE IONS TEMPERATURE OF 75 DEGREES F AND ABOVE GVALl1T A551/RANGE IN ADDITION TO 'HE REGULAR NSPE: ' '', 'HE FOLLOWING ITEMS w LL ALSO REQUIRE CERTIFICATION UPON ENGINEER'S REQUEST, PROVIDE ADMIXTURE MANUFACTURER'S TES? REPORTS SUBMIT COPIES d REPORTS TESTS CONDUCTED ON SHOP AND FIELD SPECIAL INSPECTON 'h ACCORDANCE w 'H 'Ht BUILDING CODE WRITTEN CERTIFICATION THAT CHLORIDE ION CONTENT DMWITH SPECIFIED REQUIREMENTS BOLTED AND WELDED CONNECTIONS INCLUDE DATA ON TYPES Of TESTS CONDUCTED AND fin PRODUCT DATA SUBMIT DATA FOR PROPRIETARY MATERIALS AND ITEMS INCLUDING TEST RE3UI_Tg I STRUCTURAL CONCRETE OVER 2 50X FTS A ADMIXTURES PATCHING COMPOUNDS, PATERSTOPS JOINT SYSTEMS, CURING COMPOUNDS, ULC" M CHLORIDE OR ADMIX7uRE5 CONTAINING, MORE THAN 0 11 CHLORIDE IONS ARE NOT FINISH MATERIALS, AND OTHERS AS REQUESTED BY ARCHITECT/ENGINEER Q PERMITTED AN INDEPENDENT TESTING AND INSPECTION AGENCY SHALL BE ENGAGED t0 INSPECT HIGH- T STRENGTH B'..TED CONNECTIONS AND WELDED CONNECTIONS AND TO PERFORM TESTS AND ? SIALIC URAL STEEL FABRICATION 0 • { SHOP DRAWINGS/REINFORCEMENT SEE ACI 301, SECTION 31 DETAILING SHALL CONFORM T RENNFORCING BARS SHALL. CONFORM TO ASTM Ails, GRADE SOPREPARE TES REPORTS TESTING AGENCY SHALL ONDUCT AND INTERPRET TESTS AND 3 FIELD wELDIh;, �� TO ACI DIS PA DETAILS AND DETAILING OF COCRETE REINFORCEMENT' STATE IN EACH REPORT WHETHER TEST SPECIMENS COMPLY WITH REQUIREMENTS, NOTING ANY CURING COF'1POUND LIQUID MEMBRANE-FORMING TYPE (SODIUM SILICATE TYPE NOT SoHOP DRAWINGS SUBMITTALS SHALL CONSIST OF A DIRECT READING TRANSPARENCY PLUS 2 DEVIATIONS THEREFROM 4 HIGH STRENGTH BOLTS lJJ APPROVED) MEETING ALL REQUIREMENTS OF ASTM 0309 TYPE 1-D CLEAR OR TRANSLUCENT, PRINTS OF EACH DRAWING CT HAVING A FE DYE TO FACILITATE VISUAL CHECK Of COVERAGE USE OF 'TYPE 2 CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK 'WHICH INSPECTION AND LABORATORY r SPECIAL !NSP FOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE , WHI E PIGMENTED TYPE IS RECON(MENDED DURING HOT WEATHER TEST REPORTS HAVEINDICATED TO BE NOT IN COMPLIANCE WITH RECuIREMENTS PERFOAj AND SHALL PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTLINE'' IN THE BU'LDING mix DESIGN SUBMIT MIX DESIGNS FOR EACH CONCRETE MIX FOR THE PROJECT DER ADDITIONAL. TESTS, AT CONTRACTOR 5 EXPENSE, KS MAY BE NECESSAPY TO RECONFIRM ANY (X �, MOISTURE RETAINING SHEET MATERIALS ANT (1F THE TYPES LISTED IN AND MEETING CHAPTER 5 OF ACI 316 MIX DESIGNS SHALL INCLUDE ALL BACK UP MATERIAL WITH NON-COMPLIANCE OF ORIGINAL WORK, AND AS MAY BE NECESSARY TO SHOW COMPLIANCE Of GOOF J COMPRESSIVE STRENGTH BREAKS BASED ON FIELD EXPERIENCE OR BREAKS FROM A TRIAL MIX CORRECTED WORK MOIST REQUIREMENTS OF ASTM CI71 WATERPROOF PAPER, 4 MIL (00/') POLYETHYLME FILM, PER CHAPTER. 5 Q 0 WHITE BURLAP/POLYETHYLENE SHEET > FIELD BOLTED CONNECTIONS INSPECT IN ACCORDANCE WITH RISC SPECIFICATIONS w in Z �� SEALING MATERIALS FOR LAPS IN 9NHEET COVERING, PROVIDE PRESSURE SENSITIVE TAPE, QUALITY ASSAAB.E CHECK AT VAST ONE BOLT ON EVERY CONNECTION NON-SLIP CRITICAL. BOLTS TIGHTENED NON-STAINING MASTIC, OR OTHER EFFECTIVE ADHESIVE RECOMMENDED 51 COVERING TO A SNUG I ,T CONDITION THE ONLY REQUIRE A VISUAL INSPECTION SLIP CRITICAL BOLTS = 11J Q MANUFACTURER MOLD AND CURE THREE SPECIMENS (CYLINDERS) IN ACCORDANCE WITH ASTM C9t THREE REQUIRE A TURN OF THE NUT OR CALIBRATED WRENCH METHOD INSPECTION V 11 �. ( I SPECIMENS CONSTITUTE A STRENGTH TEST TEST ONE CYLINDER AT 7 DAYS AND 2 AT 28 f•- < Z ON wA1fR9tOP5 PROVIDE FLAT DurIIjBEII TYPE OR CEN7ERBUlJB '1"PE WATER9TOP9 AT DAYS ACCEPTANCE OF STRUCTURE WILL BE BASED ON RESULTS OF 26-DAY TESTS SHOP AND FIELD WELDING INSPECT AND TEST DURING FABRICATION AND/OR ERECTION OF ll :) CONSTRUCTION JOINTS AND OCHER JOINTS AS INDICATED, SIZED TO SUIT JOINTS, EITHER OBTAIN AT LEAST ONE SET OF CYLINDERS FOR EACH I� CUBIC YARDS OR FRACTION STRUCTURAL STEEL CERTIFY WELDERS AND CONDLK.T INSPECTIONS AND TESTS AS 0 = 7 RUBBER CORPS I f ENGINEERS (Cl) CRD-C 513, OR POLYVINYL CHLORIDE (PVC), CE CRC- THEREOF, Of EACH CONCRETE MIXTURE PLACED IN ANY ONE DAY REQ IRED RECORD TYPES AND LOCATIONS OF DEFECTS FOUNDRFIN WORK RECORD WORKO C 572 REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES PERFORM VISUAL INSPECTION Or I2 AIR CONTENT ALL WELDS, AND PERFORM ULTRASONIC TESTS OF FULL PENETRATION WELDS IN ACCORDANCE l U Q C7 O PRE!10lDEp JOINT FILLER FOR USE IN EXPANSION OR ISOLATION JOINTS, SIZE L./2' WITH ASTM F. 161 O 11J THICK X FULL DEPTH OF SLAP. EITHER ASTM 0 1751 OR D 1752, AND COMPATIBLE WITH DETERMINE AIR CONTENT OF CONCRETE FOR EACH STRENGTH TEST BY EITHER THE PRESSURE TYPE OF JOINT SEALANT USED METHOD (ASTM C.23I) OR THE VOLUMETRIC. METHOD (ASTM 0173) THE 'CHASE' AIR GOLD.fQRtIED-f1EIAL fRAt11NG ! � gCil INDICATOR SHALL MOT BE USED ALL COLD-FORMED FRAMING SHALL BE DESIGNED IN ACCORDANCE W11H AMERICAN IRON AND Li./ ' MOISTURE BARRIER POLYETHYLENE SHEET NOT LESS THAN i MILS THICK, WHICH COMPLIES Z a WITH ASTM E1716, CLASS C. A MINIMUM OF ONE AIR CONTENT TEST SHALL BE MADE IN THE MORNING AND ONE IN THE STEEL INSTITUTE (A151) COLD-FORMED STEEL DESIGN MANUAL, 141U BOND BREAKER ISI FELT AFTERNOON AIR CONTENT TESTS SHALL BE MADE ON ALL CONCRETE WHETHER THE CONCRETE SYSTEM COMPONENTS W17H EACH TYPE OF METAL FRAMING REQUIRED, PROVIDE (Y L ) Cr IS DESIGNATED AS AIR-ENTRAINED OR NOT MANUFACTURER'S STANDARD STEEL RU'INT t5 (TRACKS) BRACING, CLIANGLES, SHOES � LI� 4 ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN ?la DAYS AS FOLLOWSREINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED DY MANUFACTURER FOR CD '� l7) _ , ADDITIONAL AIR CONTENT TESTS, FOR CONCRETE SPECIFIED AS AIR-ENTRAINED, SHAH BF APPLICATIONS INDICATED, AS NEEDED, TO PROVIDE A COMPLETE METAL FRAMING SYSTEM •o -- (n (kj- SPREAD FOOTINGS 3,000 Pg, MADE WHEN ANY OF THE FOLLOWING CONDIT'ONS OGGl1R ALL OTHER CONCRETE 4,000 Psi A CHANGE IN APPEARANCE OR CONSISTENCY OFCONCRETE THE SUPPLIER SHALL PROVIDE ALL COMPONENTS AND CONNECTIONS RELATIVE TO SIZE, SPACING, GAGE LOCATION, AND ANCHORAGE OF METAL STUDIES SHOWN ON ARCHITECTURAL CONCRETE SHALL DNTAIN A MINIMUM CEMENT CONTENT PER CUBIC YARD :UM STRUCTURAL DRAWINGS ADDITIONAL COSTS ASSOCIATED WITH AN INCREASE IN THE POSSIBLE REDUCTION OF AIR CONTENT DUE TO TIME DELAYS OF TRUCK AND/OR NOT SIZE, OR GAGE OF THE STUDS FROM THAT SHOWN ON THE DRAININI;S ARE NOT PERMITTED 3,000 PSI 170 M WEATHER THE DESIGN INTENT SHALL BE FOLLOWED AND SUPPLIER SHALL PROVIDE DESIGN FOR ALL 3, PSI tai/ R WHEN AIR TFRAMING COMPONENTS AND CONNECTIONS NOT SPECIFICALLY DETAILED INCLUDING HEADERS, EMPERATURE IS OVER 6O0F, CHECK EACH TRUCK LOAD JAMBS, SUPPLEMENTAL BRACING, ETC ANY DEVIATION FROM THIS DESIGN SHALL BE � . ALL CONCRETE SHALL HAVE THE FOLLOWING MAX IMUrt WATER CEMENT RATIOS APPRO'ED BY THE ARCHITECT/ENGINEER ADDITIONAL FEES REQUIRED TO EVALUATE A r SLUMP TEST PERFORM SLUMP TEST ON EACH TRUCK LOAD OF CONCRETE REVISION IN STUD SIZE, GAGE OR SPACING ARE 'NE RESPONSIBILITY OF THE CONTRACTOR COMPRESSIVE NON-AIR ENTRAINED AIR ENTRAINED INFORM ENGINEER IMMEDIATELY OF ANY SLUMP AND/OR AIR CONTENT TESTS THAT SDESIGN OF METAL STUD FRAMING SHOWN IS BASED ON GSJ TYPE (I 5//' FLANGE) STUDS STRENGTH DO NOT 3 Opp PSI PSI0 60 MEET THESE SPECIFICATIONS IF STRENGTH, DURABILITY OR AESTHETICS OF THE WITH DIETRICH INDUSTRIES SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT it 4,Opp 055 046 STRUCTURE WOULD BE IMPAIRED, THAT CONCRETE SHALL NOT BE USED CAPACITY ALTERNATE MANUFACTURER'S FRAMING 912E SHALL MEET THE MINIMUM SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY OF THE MEMBERS INDICATED ON ALL CONCRETE SHALL NAVE A MAXIMUM SLUMP ( 4' UNLESS NOTED orHER►W19I CONCRETE TEST REPORTS SHALL CONTAIN THE FOLLOWING INFORMATION CONCRETE THE DESIGN DRAWINGS ADDITIONAL COSTS FOR AN INCREASE IN STUD SIZE OR GAGE IS SUPPLIER, QUANTITY OF CONCRETE REPRESENTED, LOCATION OF SAMPLES TAKEN, DESIGN PROHIBITED STRENGTH REQUIREMENT AT 26 DAYS, LIST OF ALL MATERIALS AND ADMIXTURES USED WITH _ _ QUANTITY AND BRAND OR SOURCE, ACTUAL SLUMP, ACTUAL AIR CONTENT AIR TEMPERATURE, FABRICATE METAL FRAMING COMPONENTS OF STEEL SHEET, ASTM AK3, WITH A MINIMUM • 45221 CONCRETE TEMPERATURE, WEATHER, CYLINDER WEIGHT AS RECEIVED, DATE MOLDED NUMBER YIELD POINT Of 39000 PSI FOR MEMBERS IA GAGE AND LIGHTER, AND A MINIMUM YIELD •■ Of DAYS ON JOB SITE, DATE TESTED, TEST RESULTS FOR 7 AND Zs DAYS, AND ANT OTHER POINT OF 60,000 PSI FOR MEMBERS li GAGE AND HEAVIER TNORSON BAKER ASIOCIOtIS, Inc. E 1 i INFORMATION NECESSARY TO EVALUATE TEST RESULTS PROVIDE GALVANIZED FINISH ON METAL FRAMING COMPONENTS AVD ACCESSORIES COMPLYING I WITH ASTM A 525 FOR MINIMUM G 60 COATING _ ' • ••" ., • ^ . • " S LEGIBILITY STRIP 3 1 illIllIllIllIllIllIll1111111_ n 111111111,01111q1111. • J .v. 11'a l�{�'"1.. : )1.1'41-T4,1.'",."',0:'Pt,'I. I 1.1"4"1"1111".""M"1"1"1""""" .1"Ir" 'I M"" ._4' 'L. t4 is N \ P ► RR QO RR 30'-0"s \/\ • vimE::: 1 cD cD u0 I ' M cNi ir----_.___ D iimlmw4 .t `o ,.. W (:14? 0 W VJ J 0 iO.C:) >: rmil 41 Z (E) GRADE BEAM (n I 28.3 . I i H 26.3 { () 0 0 "' ,n - ill: v t :' t<<,1'' STORAGE PLATFORM �� o I /� ABOVE (......�o 4 2 0 1� v ' , 2 wir.:' Z. ".-. . . ' < 11 J• . .- I 4700 In 1 ( ..,, z ) _ _ , W • 1~` i 1 (5oRAc.f) I j+ - � -T 1. cal) r I I . FCI1 l W / Q �� ► 1. �� W l' LIJ E•% ---�. .-. AHu-2 V t C� j♦''' 4700 ' 0s' L -- ---. . 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NEW ELEVATORPIT FASTENED TO ALL SUPPORTING FRAMING • i' C C w .• Nc FLAT HEAD SCREWS WIT..ANDFOUNDATIONQI-. — A MINIMUM HEAD DIAMETER OF O 2412' THE SCREWS S•.A�.L BE OF SUFFICIEN' LENGTHZ ('� �_rJo EG�+ANICAL TO PENETRATE THROUGH THE COLD—FORMED STEE, FRAMING MEMBER BY A' LEAS' Q S W 0 (V ►► P •" �LATFORM �� ' THREE EXPOSED THREADS I V ' �. lv �� o xx COC)RDINATE LOCATION (� F- . (' ~ rrl ' 4$1 j OF SUMP PIT W/ARCH w)i O • __._-- -. - SEE ARCH FOR PLATFORM ELEVAT ON 0 _ P" 1 �� 4 s F_LEV MFR 1. , ` ' 1 LL Z _r_._ 1 1 .71 .._‘D... - ALIGN JOISTS WITH STUDS 0 Z Z ---- 1---.-.•. - . REMOVE PORTION OF EXIST I 11' • 4 ( p co (, O a 1 /\-- -- , - TT SLAB ON GRADE AT INSTAL, - t--1 DENOTES i'rIEGA • 'i" 0 C METAL STUD LOAD BEARING WALL (UNO, SEE PLAN) t{ �r /� ELEVATOR FOUNUATIp� W Z cn 99 I� ,� I 4E) — " C—J DENOTES � wl1lGA • lip" 0 C METAL STUD LOAD BEARING wAl. (uNO, 5EE PLAN) � � c� ZQ3 / ____ - DENOTES 0 xIiGA METAL JOISTS • Ii" 0 C 0 I� e cr z 3 - ('�) SEE TYPICAL HEADER DETAIL ON SHEET 52 C V z � U O ._ _ � f FIM ,..-- 4 � 1 � -02.$ I r ) - �� DENOTES X-BRACE w N Q It f?I � I ARTIAL _QUNDATION PIAN ,^ - SEE ARCHITECTURAL FOR LOCATION OF ALL FULL AND PARTIAL PARTITION WALLS l.J�.. Q �) V -41 �, a 3 cn ill I. i IZP j AS NOTt9 A, L OTHER WALLS SHALL DE CONSTRUCTED OF 3 5/8"x?OC.A STuD9 • 'i" C C (U N O ) a _ - I READti Iti.1 I I - t t -- . I - EXISTING Fl..CX)R C.!)NSTRUCTION 5' CONCRETE SLAB ON GRADE t A,.L STUDS TO HAVE BRIDGING • 4 -0' OC PER STUD MANUFACTURER REQUIREMENTS 1 ` - ' J q- • - �______.J DENOTES CONCRETE TOPPING SLAM (2' MIN ) WITH 4 4-wl 4WWl 4 w w F SEE SO I FOR GENERAL NOTES 4\‘4:(:",11::"11:::71.:/:::,4* p YR��1 / �' 7 CLEAN TOP OF EXIST' SLAB AND APPLY BONDING AGENT TOP OF SLAB • �� 1N/ E;7 � `!�C �'� TO MAfGH EXISTING INTERIOR SLAB r SEE S2 0 FOR TYPICAL DETAILS j'w, 1?11, �"p \(• 1 DENOTES CONCRETE • SLAB INFILL WITH 4x4-WI 4pl1 4 w W F MATCH t � DENOTE!' PARTITION BELOW TO UNDERSIDE OF PLATFORM (SEE ARGN ) PROVIDE ('I / , / EXIST SLAB THICKNESS CONT VERTICAL DEFLECTION TRACK CONNECTION TO PLATFORM AT TOP OF WALL o I r1 ' (E ) DENOTES ExISTING P I if STORAGE PLATFORM - SEE SNEE T SI) I FOR GENERAL NOTES - i I ABOVE I I I 05227 ( _ ) 111 THORSON BAKER & Associot.s, Inc 111 _ I __ tnew�►/ SHEET 4 4 M••=b/N•1 0 1 . 0 I 411.10111.... AMIMEMar .�,... 4011100."*"". .._...5. INNIPINImilli,•M�w'�,1� ~,•/.-wrrq! • ... .. .. ..-. 1 1t' ' LEGIBILITY/STRIP 4 + A H u le 7 A lit 20 a 1 1• ?e . .Iv 1ti . #, 3 0 X II 01 ffI I Wil11,!,11l>1 tLU 1LLttlilila!�11ta1L1�,%au � ` I I n ' ••. 'YI� ••• '- , 44 Y011;1W6d"--'-‘411/11.11011 ' • • ,• �., - '••1R-,.ww,a«....�, .,/rl, ..�. .•w.,/,.....,�,�,.......w. 'N►wRw.,,.l!I�h./�M,IwI/��1M.e,. IMMA/b, M/,«� n..w,.l.w,•re+r.. .,.,. ., .... . • , • I. • r 1 ► RR QC' MM . limaC:: N./\._ (T/STL x•I7'-1I') \ I I I U I./ 4. (E.) W'2 ; v 1 i LI) l mom 41 w w w ^ , d J •�' • MINI X I .I __ Z ' I Z (E) N421 (E) w?I 0 CI �"� m J 28 3 . . -- 28 3 p '� a h a nS ..- "' Wexler 10= 4 BELOW s J • �, I f I �� z 1 (E) HI? 1 • I - r,: . 1 <-'s> rms(::) • '113' PLATE X-STRAP, -. 1 STORAGE PLATFORM r, P WELD TO COLUMNS \I '^r I ABOVE i WITH " FILLET I J / 0 In (4' MI TOTAL LENGTH) 1 ,4• n I 11 41/ < 12 a i t H I W • v y J I (E) WI? ; ; v O v/ �� BOX HEA"^ TYP SEE 4 I w --N lu �,� \v ;' TYP�CA,. .LEADER DE'A . 'Nettle �,v J�`'�,� Y 441 , ri BELOW ��v` ��'�,° 1 ar /442,+ 'u 1 > "' a wr L) 1' 0 C' (l P , (E) WI? � fn O T1T � ' �h t I 112� y , 5EE T-YP BOX BEA"- 'O Lis ! „ l MO CO i-6J"Ni CONN i / DE-A O 5'-IEE 92C ~fir (TYP ) , 27 3 (2) NEW STUDS —(E) 12' (3) NEW STUDS (E) W?I a n • • • 273 O U J• • F., /Nth le / // 5 . \92 2 i ! ! 1 .. STORAGE PLATFORM 'k • ABOVE E f 0 1 h O ? Q 0 L., 4- O a • J v cl were c (E) v•412 '{ 3 n �a 2 g r� 0 — __ m • ui.4 iW 8 W / E.c. ,(4 1 -, 0, n (V 1 • io4.1° i 1 (E) Wt? p Z m Ito [7 Q I m I , Q 1 I0 I • Cr aa 0t, 1 NSSii xx Y L1J ,._- - " weII , (E) W2I (E) w?I Q 2b 3 i • MkLOw • 1 ,l •• • _. ® (2) NEW STUDS 1 4 Q Q � t SEE "`E ARCH ; V, WHO ARCH (E) WI? � �P' ... L, ` to •w W OIw (N) WI?xl, • (N) WI xl/ ( - �— Q vgi; ,T, ? o CC LL O = Z • _ Q to cn (n O or I r, R TYP Q C7 7 ! (N) H9S81�x3�jx� 7 t ® Q mQ3W ,• .-1. --1•4 (E) W17 AND FLOOR SLAB ti. o _ 300 Q 'N!lllirix0 _ fes- TO BE REMOVED FOR NEIN cr (n o _ 1(E) WI2 ' ELEVATOR OPENING SEE () Z • \ • 1 II se New* "+ \ ——+ _ cI ARCH FOR EXTENTS7:3 Cr i Cr aQ _^ OElow -11 % � P ® IND In 0 fQ eyLP Q fi � " 1 MA ��(N) N, 3 .j7Y, PARTIAL 2nd , FQQRF3mNG _ LAN , .7 < ti N ,t OPP • I (N w12x14 I 0 NO E9 ,.��.`� VR(lr lie NANO rp 0 r~ J ` EXISTING FLOOR CONSTRUC1 ION 3" CONCRE f l ()r4 alt 'A, c ', NI'1N,t e I (E) H12 \ DECK (5" TOTAL THICKNESS) I I W (E) DENOTES EXISTING �M \I `'• ^rip i rer n It.`att�1 - SEE SHEET 901 FOR GENERAL NOTES � A ATTACH 9S TO EXIST BEAM fl a'�'. W/ acSo SIDE. WILD TO • DENOTES ADDITIONAL HEADED STUDS SEE SECTION 10 Sw1M WI FIDE. TYP ON S? I LOCATE STUDS TO CLEAR EXISTING STUDS (TN7'-11') I ' - PROVIDE HORIZONTAL 11BS3 I/2413 1/2 AT ELEV +12'-0' AND AT _ �, 2nd FLOOR LEVEL COORDINATE FINAL LOCATION WITH ELEVATOR I 05227 MANUFACTURER FOR RAIL SUPPORT U. THORSON BAKER & Associates, Inc l Conwlbgo I n0in•v. .. .. . ., , . S1 1 — _ LEOI/ILITY STRIP . ' A a t 1 ;, II OI Q 0 ' , ‘,...«.4111441.,,,4,i, 11.1" 4.... , 11.1 I�,�,Ci..,�J..l �l!thilti-11.1,' .'i I Ji l'H'il:ilJil •.�.�1.,...,;711,1,,. I .... .�,.. 3 0 X ..i�, ua, -- _ .- _.- __ _ -" .•e ..4.M�".Rw....vwe...w,.aMiMf w. Mw+^u...... •re w,,-..„.......0,,,..0,0m,,,,„",..„,,,,,, •M1N►a.,._,...,�,.a•,iyrw. ......, ,_ ...Till 1 � , r RR 00 RW 00 . viii o Vto . Pe, • �� al v I 40 ct) • r I � �, --w o M • .-._ / f4• JO J' • Pms0 _ 0 wer:) r • r - Z -f-- fl.w.4 I • (E) 30' JOS' G RDER (E) DC' JC 5'- G RDER �� c t5 3 . , . 29.3 • '_ 0 _ tTz [] .11•••=1101 INE 6-6)5-- 1 Ca) t a .1::) L. �, J. . j"x10GA X-BRACE A' . - • �—- `� M STORAGE TO BUILT-UP BOX G(` • n PLATFORM EEEc.VA O A' PPiCAL DRACA. --«-•- �n .,• O Qi SNEETETT S2 0 • 9 • --- ---•►----- 1 _,G44__ it- L 0w S2 :1— , w cv 1 Ej a vI V 74 Q /C. ." 0 U. . • i -. (1 cp v le WIN ars �j 4(:!/154 :' t'‘‘' I 4; 0/ .),„ u (0 L k.L , O4' •J e , j $?2' 4 . - (E) 30' JO 5' G RDER ; r1-:1. I 27.3 I s J ce_)._ 10 � • O -- ANU-�J r- «•. Q 7 A7O r 4 .. �- Q , • Q Q � W ca 1 j -- _—. j 11 - __ (E) 24' UO 5' `� i a CI Wiz o ED- E t r., 8 _ _ -4 © (5TORAGI LATFOR, 1. 1 N m rn �' 1 1 1 ! —_ ` " 1 o 1 O i� 7 � 1 11 • m a � 1 Q .x e 1 I .. 0 t ,_ I \1 Z i 1 wvp. BE.Or. I1J i Q W [.] t7 1 ! 26 3 ' _ (E) 30' JOIST RDEu Q C m 4 JO 26 3 .. �5: A Q (i),� ROOF FRAMING PLAN . . 0 m Z �., cxN , - -o" Z = w4N �-- T U cr F- N A E nd FLOc�R NEw ROOF CONS'RU ' Oti w/ FR' P.TC.tiOOD AT*ACNED TO FETA- a— D Z m PLATFORr'1 FRAr'i I NG PLAN SOV 2 I �I JOISTS WITH Ns TEK SCREws • �" OC Q O = Z -0• IN I ' - • r •- ---� O 0 - EXISTING ROOF CONSTRUCTION 1P1" META. ROC" DECK ON STEEL � � (-5) O � .. q ..__-�_�—_ p ---___-_–_-_-_--r___1 'VO E5 +--- (N) NSS3?x3�xa \ .►019' / JOTS' GRDERS LI-4 Z 4:(5.-- W vIL____ c.00R COSNSTRUCI ION 3/4.' W ' APA RATED SHEATHING STRUCTURAL 1 OVER 5/S' GYP �_ T 1 - (E) DENOTES EX S' NG (� � r] FASTENED TO ALL SUPPORTING FRAMING • i' OC WITH No S FLAT HEAD SCREWS w1T►+ 016K IS O LD — - 1 - HOIST A MINIMUM NEAU DIAMEI ER OF O ?9?' THE SCREWS '.WALL DE OF SUFFICIENT LENGTH + . BEAM - SEE SHEET 5C- FOR GENERA,. NOTES Q (' T T TNR THE COLD-FORMED STEEL FRAMING MEMBER BY AT LEAST + TAS NS9j I/?x3 I/? A. ELEV •12 -0" AND A' Z (n Q O O PEN EXPO E OUGD I PP WIDE NOR ZON O = THREE EXPOSED THREADS +—'—'" .� _ -. ► ?►w FLOOR .EVE.. COORDINATE F'NA, LOCATION W1TN EI.EVATOR U i Cr r `� "1ANUFACTURER FOR RAIL SUPPORT (n in Q ,., (� SEE ARGN FOR PLATFORM ELE✓ATION 0 Q -� :. � m Q CO C7 Q UJ v f oIN a ALIGN JOISTS WITH 5TuDs ' ' ---W n Q ~ vl - 1 1 DENOTES L'xISGA • IL" O C MEI AL STUD LOAD BEARING WALL (UNO, SEE PLAN) ++- (N) NSS3?xSixi W Q 0 I - ( DENOTES S•xILGA METAL JOISTS • IL" O C tet__.__-..__. ti E ` • VROlr� N \ •►N0, r 1 - ELEV TOR FRA^^ �,, 1111! S' 1 1 I 1 1tApER DETAIL ON SEET 9? 0IT111 —_; I © DENOTES A'x14GA METAL JOISTS I I?' O C OCCURS HE. Or. 1 ___ ROOF FRA'' NG •j / / `_1 cm / I-- A ....0))25.... � DENOTES x-BRACE _ Mk I 17 - -� Erl.i 0 SEE ARCHITECTURAL FOR LOCATION OF ALL FULL AND PARTIAL PARTITION WALLS u1 "R` STORAGE LATFOR - ALL OTHER WALLS SHALL BE CONSTRUCTED OF 3-5/S'x2OGA STUDS • IL' 0 C (U N 0 ) I W e�j ' --- - - ALL STI IDS TO NAVE BRIDGING • 4'-0" OC PER STUD MANUFACTURER REQUIREMENTS I --Zi SEE SOI FOR GENERAL NOTES _____ _...-, •' 05227 . ..1, 1 I - --t_i' , • - SEE S2 0 FOR TYPICAL DETAILS L - _ ..._ r 0 -\ c+r--- THORSON BAKfR Ac Associates, Incl -- . DENOTES PARTITION BELOW TO UNDERSIDE OF PLATFORM (SEE ARCH ) PROVIDE I:O.Mocia fi, t 4E0 — - -_ _ _ -_ • CONT VERTICAL DEFLECTION TRACK CONNECTION TO PLATFORM Al TOF' OF WALL -•• . ; , „" Si . ? , ‘.. ............... . . ._ _.. ____. 0 ' LE 01511 IT Y SI RIP mii.m.a.miul I i:sle- 1111111111111111111111111.111111111111111. 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FASTEN STRAP W/(I)-NIO-16 ] • (PROVIDE . `� • ♦ TO EACH STUD ♦ ,.�' 9C EwS • MINIMUM) 1 �_ • /4)-N;O-Ii SCREWS C • • SCREWS -- (3)-IFIO 16 7EK N"7 150 EMBED EQUAL) \ TR<• n M 2'«ISGA STRAP \ ••i/• 0 d SCREWS, 015 I FS • ICC ES ER-53q' • '` ONE SIDE OF BOX HEADER TO S xIiGA 9TuD F-A' STRAP TRACK i '4; I• C b �� O TYP Q .w___-___{. .«- —..«. j HALL ONLY ?'xIpGA ONE DEAR ON ADD: r3� / SCRFrrS .-.., • — SI II -4.\ ' TY. FII! . SIDE OF WALL TRACK ,/ o \1 ..• (. , ONLT • ,61::) ADD L. 3j'«1L144,A � Z STUD TO UNDERS,DE ` f , ... a I ( I ,/ I OF HEADER JY / r J m _ J A/HEADER _ 1 l _ - �,,,� J + + R M ` -. 5FF ARC.. .Xn,B-E 5`x:;4 ES_E 5' (4)-*'O-'6 f \ ISGA TRACK \ CONT LEGA TRACK TEKS C.4) I 1 DETAIL _ DETAIL E, DE_iAIL J `� 0.4 TTP_ICAL X -BRACE- � �lA I TYP_�A -_ X_- RAG ELEVATION TYPICAL NEApR TO �JA�"I� TYPICAL DEADER DETAIL - - ��J AT.__FUL1- +� HT5TLD AT PARTIAL_ N> I_ T TUI-.)5 CONNECTION , . ' 0 , . f CI .-4 Q ) t• GUARDRAIL POS' BEYOND (SEE ARC.. )\\ w•C;I .• METAL ST U' \ C. 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JOLT �_� W/(3) 0112-24 TEKS, TYP S'x1iGA BOX AT EACH JOIST �^ 7"x4`«0 A EAC LOAD BEARING / ----�--- HEJ►DER LOAD BEARING 5 ^5 M•, 4 6" METAL 9NG 3 LOA., PEAR '• . AL $' r 6' METAL STUDS/ SECTION " SECTION0 SECTION CD _ SECTION SECTION doh _ SECTION 0 U V) > I ---V. - GUARDRAIL POST GvARDRA , P05' METAL STUD WALL, (SEE ARC.. ) \ (SEE ARCH ", SEE ARCH TOE R \ I 'OF p ` SEE PLAN NOTES (E) METAL STUD ;" GAP (BEYOND) SEE PLAN NOTES - SEE PLAN NOTES FOR FLOORING FOR FLOORING FOR FLOORING f Q • • w/ARC« w CONSTRUCTION / CONSTRUCTION 14x4rlx0'-7' LG CONSTRUCTION \ /4x4r�x0 7' LG 4 FLOOR SHEATHING AA/ ALO WELDED ALS SEE Pati NC'ES .i p FLOOR JOIST EXTEND FLOOR \, FLOOR JOIST 7SHEATHING AT FLOOR JOIST AROU�D TO PIPE FLOOR JOIST - AROUND TO PIPE COhs`R O. r4, •I PARTIAL HEIGHT SLEEVE (BY "IFR ) - 1 9�EEVE (A I"1FR ) HALL _._ --- — - v 4 �� c • p < I 141 .4 in 14 \ J.: :�• `:`:!) 1 on L in CX Z 0 ---•mow _ i G. ♦ (E)..NI') TEK + riif i� 11•• ♦ J ♦ Sc REwSii-+- . 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LAYOUT OF TME SPINKLER MEAD LOCATIONS S"IDOL DESCR P'CA I FIRE PROTECTION CONTRACTOR IS RESPONS 5 E FOR TME EXACT LQ(ATIOI OF ALL SPRINKLER HEADS 1 ♦ I ) AND T'I'PES OF MEADS USE^ NEAR L.C,CATIO/S TO ALIGN WiTW UT LI( FIXTURE GRID ADD MEADS AS 4 4 . I 1 QI IQ REQUIRED TO ALIGN TO OWNERS CPiSTRuCT10N MANAGER'S APRON& ♦ MOAN' IK'F sr -RECESSED re. "E II ? FRE PROTECTION CONTRACTOR SHALL VERIFY EXACT LOCATION OF Au- OBSTRUCTIONS INL.:JDING PIPING + © + 1 + STRUCTURAL STEEL, CONDUIT, p1JC11VAlK, EQUIPMENT AND MISCELLANEOUS ITEMS BEFORE ° '� Q --- 5 ' ♦ PENDANT IK RECESSED SLAC-Ii "� ♦ MN RN INSTALLATION OF SPRINKLER SYSTEM TO AVOID INTERFERENCES •Q n Q �• FABRICATION. ERECTION AND TESTING OF ALL PIPING STSTE11S SMALL BE IN ACCORDANCE r T.. 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