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9377 SW WASHINGTON SQUARE ROAD-2 • 1` ~ N. �',7 �,tt,. •r • NI,i e. r I, • BILL OF MATERIAL �—(6.1) (E) TRUSS y_�•, ,, ITEM NO TO SHIP TOTAL PC L4N%iN _—._-----------___- -_ NO SHIP MARK NO PCS DARKIti I r - VERIFY —.----- SIZE - REMARKS WEIGHT _______ _ _ __ ______ _._ ......... _____ ____ ____ — — IN SEE ET 03 " -- --- — ill � _ ._-_.-- � ,, 1 I I _- • lam' t'-s', v�t1Y _ --"-T- - c r1P - " r V - •- m Nm I 9 es I ��\ - XTYP — — ----- — — — }I 1 ` y 1 *4.--.--5'--9" 7-1 e �1' YIN I \ I f c2, COORDINATE FINAL I m _/ m __ m ----/ -__--_-_ LOCATION WITH I : ELEVATOR WWUF.--- 03 1 , V <TYP — — - 1 c t e _,\ d aLYurlu c i N. cl BEYOND ------ i. -- _,--- W8X18 1'-4rLONc SEE \ - ht... . :-- NOTE 1 .1 I,—— _ /' 8i" TO PIT OPENING i111111 - A - -- / k. - h - -.._- -- - --8-71' - 7,_1+" 9' 1�' h EACH SIDE-_- h FAN SIDE -44• In__ _ . _,_ , ____ 1V {5 ( �5 TYP � s. _ <5<5"E2,1 III FIRST ELEVATOR PLA \ I I1W, �� - STAPdP '� THORSONSHOP ORAWINQ BAKER dl Asau�iates, Inc.• ___ -- - 3030 Wtct Streetsboro Road RI:htield,OH 44286 (330)659.8688 �y,S;ruetural C3 Mithsn.:I L: Electrical C�Clvit Review Is arty for grner'car''r i i:e of the s mit'.I vr:t`information given -__. _ end Ind Jaarjn c,ccrrt ex;ruGe!4 in t".!,rr.! .tet Co'ur:ente.Conlaents made C — during this ravivk 40 net r01144v ti.J C<ttr,rttar tiom Coin;Bance v.itn the -_-.._--IT requirements of tote Coet- c:Da.univers.The Curtr::t.r is responsihte tar — —17:"W--- - - — conffrminp end:Nre;ting rIi�ulbt•t vi,C:fnt rot site condiUOns,conStructian r mane,melhcds.sv uoncs3,pn ; :ur[e on a CoordulalrOn of ail iraJee• t _—— o Exception Taken 0e Notations • — —_--- — — i R R ; ❑Refected Revise end Resu:ified e — . 0 Returnod without Review/ 0 Submit Sue Toed nem I ReceivedJAN2 Q zalbey._ _-- _--_— __ Architects Project Nd. • THORSON BAKER Project N - ' ------ (I.j [11AM VERIFY- ' as� _ �/�, S x > _ - Asof-007 r I CZ Y MOM= • c TYP TWO t, TYP N EACH CORNER c -- -------- N ' �. TYP SECOND _ M -— r.__ /.i g FLOOR p_IY rP --- - - -- - - -- v ---- - 44k 1 • ItTOP OF i f - W12X14 BEYOND 9'-2f •, VERIFY LENGHT W/(E) f :Ell —I- g'_,�• BEYOND INDICATES AWN /-316 �TYP ® Mil �________- __ f — c1n jYPFLOOR UNE TYT' TOP &c2 Its' c I BEYOND — - • BIIII -- ____ TYP - - - C-- -$) 4,. 'IVP - . z________ - - / TYP %. r.,_„, it . i e II . rl (E) BEAM, VERIFY El ill k --- �� -_. ,,,,, i 1 k b -- n • - c1 BEYOND i - — -- -. - �` —'----- ---- --- _— k — — �r 0 NOTES: BE Ti TUBE "�NNECTTON I BE WELDED ALL ARO ND --- -- - ---- -- c2— - _ 0> I ._ �I i III YONIJ k 1 b l -- --- f ` SUE i SHEET / SECOND. ..,_ F-�_O O R ELEVATOR P L A�\ 03 (E) BEAM E' BES --_----- ci) ,,.., I i I (L) BIS -I (E) BEAM __-_-/ I BOOK) BEYOND i 1-7"-- /1)12 4-1SIDESx , — .....)) )11:1 __ I I -1—•----- ....1- _ __ _ 4 - .. .� (E) COLUMN__-- _...- - - I BEYOND T • V:/\_____ 1 \-- d g C2 --\ BEYOND I _____ li _____ i , • • !sr -- r-- __.__ Y u FILD BOLTS 1 /2" ,0 HILTY NIK BLT II EXP . NC S 1/2" EB • • f— U.- 7 --._.__ __-__ _ ___._..- --____ ________ • S 4' . 4' �' 4' » ", �sf 9'-1�• 1,_54. PAINT r MATERIAL ' \*'"-----.•"\4 a"---°"\'4.s""I.I\441".•Ill.'I\ _-_ 9_t�'_ /� HOLES --- -- TYP FIRSTELECTRODES E /OX/ 1 1.1906 ADD 2Xc2 - � -- -- - - FLOOR �,f\, TOTAL WEIGHT -- NO DATE DESCRIPTION NO DATEDESCRIPTION( SCRIP110N �,_ - DWG REF. STR/AR( II REVISIONS • I � . a \ ; INSTAFAB COMPANY , INC. ( 0 �� _ _ __ __ , �_ _.Tr — 1 1 I 2424 EAST 2nd ST. VANCOUVER, WA 9bb61 1EL(36U) /31-8235 WNW NO „ T0 — NO — �)R PROJECT. ABERCROMUIE & FITCH F V A k P _ A A -- A H— H 1 9R�AING ' ( OA1E K/K/X I LOCATION. 1iGARD, OREGON 1 ,t _ 02 • • 'T� (,,,• {n..anuun.»�u1h4 .: s,i,• .,,.:riFttii9kY::ark1'yJ/Mr(t+JetlR�, '$e �iJwu1 tic..+elrlii ';^,I 'JiEBtR.t71Yd7d1 '.`,7RK'',. 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'•"R '. ...: .'"""..'""."...........m...,............11..... - . ......-. .. ....-. -. 1 0' 7 " ^.• BILL OF MATERIAL --A-- ./.1 \ \_- . ITEM NO TO SHIP TOTAL PC LENGTH 1 I ____ _ ____ ___________ _,__ ____...._____ • - _ ._ , t6ot --. \----,.\_. NO SHIP MARK NO PCS MARK _ SIA ___ FT IN REMARKS WEIGHT 0 _ ___. 1- -111 -----1- - , N (..)-.--i---- SEE OTHER SIDE OPPOSITE FOR UN li 0 HOLE_ I YP --__ I 0 61. ..._ ONE ELEVAT9R -,------ .. nj 36 3i. 1. .1 Di 40 u . 4 o PL i X 4 0 A 2 HOLES 1-'0 RI _______ q_,_ • 6 1 1 II. . / .....• 2 b W14X9 i 4 VERIFY WA REAM I.------- kl k 1 __..1 I' 71r- te)• _ ....„...- •' IPA ,c ,,--- ir----- - -II VERIFY VERIFY WA BEAM i ......, ____ i i i i • _ 4 c HSS3'PXkX1" - 33 A --NER1Fy 41-7( - _ _ _____.' ______ __ -_-. t il _______ • F.). .... HSS3IIX34/Xi TYP, 40 c I ..S.4 1 HSS.3h.3i"Xl• 7 _ii i io'-2 " 1‘211:1, 0 jiiii . jYti • 4zEr 6-- 1 4 c2 HSS "X3;"4" 9 11 _ -- -- ------- - __________ _. . ___ _ _ _ _ _ 9/16"iiir HOLE IYP FOR lt" . • 0 HILTY QUICK BOLT 2 d HSSeX3IIX1* 9li 21I" lirrrP ,ii_o ••• •---- ---- -_- _ • _ W8X18 7 4 ____.. 4 f b5X.34 0 6 A 2 HOLES • -. - _ ._ W1 2X 1 4 4 11 0 6 A 2 HOLES .• -... ...• ••••••.•.. ..... ...................... ..„...... ..,..,...,. 11.1 II.1 1. XiXf1 . 3/16 1/7- 2 9 1X1/1( VERIFY VERIFY W/4 1` 01. __I, , 4 h .._ 1.3.x3x1 0 5 • 10'-0", EXISTING, VERIFY _..____ .. .„ ._ - - ----- C, HAIL PLATE •• • , ao-NP‘ 1 i W12X14 10 74 VERIFY WITH (e) to- 1/4,5. - -t---- ...... . i ,- k - II \ 2 it 14112X14 VERIFY VERIFY WO • •. Ifv&VICY:eNVc-) / 4 1 L1)XqXii VER;11 • ......__....._‘..__ Ir.c.•_...1--r--.----1- ill . (7 r) VERIFY W/4 . -Ir -) 'III -- II! 1 ' . 3 --___ . 8 k L4X2X1/4 0 10 _--------- -.-----• 2 k1 L4X3X1/4 0 10 b 4 0 1, 0 +_-SEE OTHER SIDE OPPOSITE FOR DIM b TYP .-t 0 Qt):4).\ \( • 6" 3'1. - SE OW 1 1 q" Al HOLES ri SEN.3.f,115V--- on 1 IT 44 \\\1V 2 k2 1.4X3X1Plit 0 HOLES 0 10 4".0 HOLES ‘....._ k2 II f 1 II t -0 8 m THRU OOLTS 0 6 it kl II , --- -- . • 1 IIII iI O. 0 I - k In I i" n, I'0 KWIK BOLT 1 ' \4-0 II 0 20 n 2 e HIL , 0 , 0 1 b II 8 p NATE VERIFY X11. 0 61 BLOCKING,VERIFY o 1 -A. P • I --1 i----. II - I - -1-------•-- _____‘____, di iti ANI H • • 4,--,-- /-• (e) 11 -I _ _ _ -I ,,, I1 ..._ _..........ii. ,.. .-....... IM • •• TYP 0 f AND p - ------ II li 3g" II • •••11,1 . .. • b 1 t - - ___ __ if 71 (1: .. :7--- 1I t 3/1 i17"---- ,- -. I 14"1"---------.1 1 SHOP1311AWINIG-STAMP-- . • . _ _j g _____,_11:1011$01/CA/CER.&Assa:Fates.Inr,-._• - P 3Z0 W'St Strut bc ro Rd F lc!ifia11,OH 44286 (330)659-6688 W12X1 , 4.110.... ..nono.. ...dwinb... ........ 6' • • ........ .. - 1 SECOND FLOCt 1 t end the 0.!ton c,,nc IA t•Ipf ::J III :1,,.,0 11%1.1 V 0:kJ fl,e n IS r 5 rililInti Mil d tt XStru;1111al ffICTRTI3flif el LJ E'octric.31 U Civil i t - ' _____-] . _________t_fla.vlew•iistato_lag-osat.::r•uU-ur..tr.:iaoi.-taia•sob..aua4-vma-ifkaw*4fefvafv•tt--- ---1-------------- !LLD VERIF 1 A . Grin()It's H.:to 0 rt•Lud; .13 Ir ,Cr.i',..i.--,./1J,,A.le,..31 ;,1a.7 .an my 4" 71-74" •a- ‘ Tzt---1' „au,ren, rils of tilo a C.critrac r{,cL.rn•ri-i Th 3 Cantr31.3f is f et Mid tor ___ .__ ---- _____ .7\ - Jin-0:3/16r5rrtv;In.q_corra Phavall,quI:i.t1.4,e moll,.icstits,91.41101, mr_gnan. _ _ _ • tir HOLE- . i . elhivfni"Xuenco,prcci:f ofi.s fail the cocrdwation of ail trades • \ •-•4 - _.. ... ---- (7.-....=11=1, , - t , '1/4 4' fl ,, li 1 4,.. A141 r '''le 4:41 a,-:a- Ks,*Netat.ews .-- IAN I 11- ''''. • ______ , 1 . t _ (j ileaec tvJ riervisi and Resubmit "6----------BLOCKING AS REQUIRED vie, _ 1 Crike#'.- 10.1110119 9 g:,"7"---- ro Ti* 2i- ir ---------c-R-e-t6-6,ed wIthifift Review ujitnit trio cilli Rein--- ----*--- ----4---- 1 -I ---- ff .•• ----(E) SLAB EDGE - 1 tat4L134A---.. ..._ ey. 1 Ret:eiv, iyftf i -. i _....., I ... I I I '41."---- p-BLOCKING, PL 1---•------• -----AfcrnectI7PrOjett110. •-THORSONDJAR Projecit • VERIFY X 6' f'4 FIELD VERIFY ,. .............li - g, L6X4X1 /4 ..... D -D, f L6 1 2x5 /16 DETAIL 4 CORNER •<3 / _...... , - 4 I- ) BOTTOM OF LELVE1IFY - • • ---* • • . .....-2 2' 2' - _ .__ _ _ __ • t ____ y _ _--- 4r , 4' i._________. .. ...t.1- 7..... N 't•-.1 , ,-- .-- ..----.-.. • _lie a-,., r a• II' 4, :w 1 1 c, ay., ! . I'--- ---7-- - ..W I I a I I I a a Ili:. i tir 111_14 ' . I 1.1 r.; ___,_________ 1 . .______________._.____ i" 0 TFIRU BOLTs,___ _,, I 1 ,n ,I - • 6. LONG - .., I II -3 -1- iCAIii Q b #4 .----1 3/1 6" 0 HOLE--------4-) , ------- - • 1 . I • cs, 9/1 t.) 0 & -------13/16" 0 HOLE- 0 1YP HOLE 0 g ---/ .- 'In 1;./ ,,..., THRU HOLE AT c _--- - 0 •- • ( ) -------------- . 1" 3(26. 5i. <44, -,... 04 I-IINI CN1 -II,4 CN 0--- ...1.-•,.. AC-0 ...". IN C-4 NOES: 1. All TUBE TO TUI3E OONNECTION TO BE WELDED Al.L AROJND L-__--:-. - -I -"7-t- • t. 1 ., P cs• c__ = ...._E_ _,_„ f N- 11,-- .... -11- --I., .1, • - -7 lia 4 ii 'IR i 6 1 -4r30111.i. 24. 0 k 3ito k AS REQUtO #-- 1 I . \ •'' F IELD VERIFY --- TYP. .3-SIDES II 60,141 I 1--- _ , 4 7,mSEE P t+DETAIL I NX V ' k, L4X2X1/4 & K2, L4X3X1/4 I . N , . - ____ 4._ .\\/ i n II ni_. • k I `-/ l' • SECOND FLOOR --- ----- p, BLOCKING AS REDUIRID -•-- „ c TYP 0 p WI' AND BTTM I I 1 I •--------- -- - ----.----- . ._ -- ', ,0' KWIK BOLT / 3/16 r/ TOP OF f 14 fl - - on co •Oir !..4.., - • 1 I I 1 I --°1 . \ ___ -. - - ------- - il 11' 4- ir / 22' E = . 2i" I 4 -.0- . ' 0 I .k. ..sw -- (E) SECOND FLOOR BEYOND ,._ Ol ' .1 (() W1804 - so .... 1 ___ . - lar S I L 4 ; .• 1 I 1 -- HOLE 1 - i . _ 4_ _ i •-lr.I ... , _ _ • i •_____ ._ _ ._ --II -i- . ...•-•-••• • I niCi cl-T Ar- iv. • Li ----' _........_ • 41 r-- C 11 \-1 k1 •) .tos. n 5111• Ji 5!i' -,--•,-#6/ . --- ___.._. ...._ _____ . FILO BOLTS 1/2" 0 HILlY KWIK EILI II EXP ANC 3 1/2" EB - CUT i" OF k AS REQUIRED, . I • I FIRST FLOOR [ I 1 L Al .......... ;1 • , „......._ _ . ....,.., , ..--,,.--k-,_----..----1.. .• AP, •41,,,,,,,er, r SLAB EDGE 6' ----------- k2-FIELD VERIFY (E) CONCRETE . PAINT AS SPEC'D 4,21"fl k2 kI ,t- - _ -=At- .-- .......t. L _ _ _ __ ___ __ _ _ ... I @I I . , - - - - 1 t .._ 01„ , I ,___ __-- ii. fa HOLT_ • . .. -••---------Pia" i' TYF I -n-1/2' 0 HUY TYP EMBED MATERIAL r- I I A325 HOLES I I-...---- ci LI.ECTRODES E. YOXX 1 1.19,06 ADD 2Xc2 TYP 0 I HOLE L 1-11 c2 BEYOND TOTAL WEIGHT - - NO DATE DESCRIPTION NO DATE DESCRIPTION • .4,_ -J - - I I Iee - DWG REF. ANc1-1/S1 WY., T)WC-,' REVISIONS I INSTAFAB COMPANY INC. PI AN DFTAII, DTI 1 TF F, SLOTTED HOLE CONNECTION CO ELEVATOR /TOP, TRD STliD, BASF PLATE r-im -,yzy_Ami J 1_ - - -- 1 b, WT4X9 k1, k2 & i Al TYP III1•=0 - --4-9 2424 LA 6i 2nd (,)I. VANCOUVLI?, WA 98b61 ILL.(360) /37-8235 - - - PROJECT. ABERCROMBIE & FITCH COITRXT NO - -emen•IIIIII 11. i 21" j, 1 E-E, DETAIL © & fl -L6X4X5 /16 NUE 1/16/08 DRAfTER DR t ---- AMMIIMIN11111111•311111/16 CHECKED Dk 1(*PK NO 03 ji LOCATION. TIGARD, OREGON LATE X/X/X - __. - ______ ._ __ --- ----____ ---- .., „.._..,___-__,......_. . . „ --,---,........ ---..................,-,...---- • • 4.,,, ,,,.,,.., --"""4*""m "(111iii'iirciliiiiiI1110 Illipm ,, 04# LEGIBILITY STRIP cm ,iiiiorillwrivihroliiiiiiitiloyilipiiitillipoirinprovilitimitlil. . 1 . I , ......• o 1 3 A t e -'7 6 6 lo ii 12 13 i4 18 17 18 19 20 21 2 2 23 24 25 26 27 28 29 30 2 5 x .,.., • i HoNI .Noe .„..4.4,411,i,iit.,41ii.411,1,1114.41,iiithil4iiii.,4,411.14,141111,11,0 ,tithithillIiiith.i,141,atiii 1.114414,4,11,1141j.,1,41,j11.141.4.41,41.4,1,4414,144,11,1,41,,a, 1 '. . . 11141141.J..LI„,°e ..,.., • .. . . . . . .. _ . .. . . •..,.v.. • • .,,,.,,,,m.,,;.:'• , ,,,,: .,,,, ,...;•, . t , . ...:. .. . ' •:...4.;'.':',.,,‘;...4.4 ..'1 .' . ''' : ' '. 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Cl No Excepllon Taken [I/Injected .A ,---- 1 1 -- . ..- ---- e2 II _____ ' ' __, I *„) ... j .1.--a5 0 TOP ----a6 0 MP I a5 0 TOP a5 0 10P ReeeivegN, 2 3 200b, .21,1z rff ------C2 -----1.... .___ -------- - ........_: -.: .--- - -__-;:-. =__ _ ----- ArOiltros Project No. ' 111QPr z--05 0 TOP I _....--- ___- I ___ -,-------- - 7; - - - --r-___ _ ..... 2182Eettil r ______r-=_ I - - - - -- dpa / ----- - -- - - -- II . . , 1117 ••••••••••11.4•11MIIIMI.M.•••••••0111F.IM•.1•1111111...........111111P 0411.4.11011 •10.11M--.IMM.410MaNim. 11111ININIL • -- -••••••••• - 4.7 .................... ..m.• ..mo..•••wom........--..••••• A. IP ••••.* rhi.v, . ....••••...........-. . ••••r iNIMMOill.M.MINIMINIMMINIONSiiiMI kin • `- •,•-•• •-.. ._.... I 4MI.MINIM MIIMM4MMM allilly........••••••••••••••• ....-. - , $ VW --- ; .i FOR ELEVATOR I -- I - 4._ If .,',...• ,c , I I I I ..... .DATIAl.__ SECO \ D RI__ (\ \ /TOP PLAN Sly . \,,............./ • , . A12111•11. t . Y :'•' ' . , (I) •8.) c • 0 0 0 C 0 . , . .... 17.-ol 91-10i" 22.--111" 7'-4, 15.- .. 1O'-9 " 17 -6" FILO BOLTS ,• ; I A__________________- _____________ r • , 4.-2 " . • 1 0_ PAINT • • r-a3 -a3 3 ., 04 -- - 3" " a3 -a3 --o3 ----TYP i%" g THRU HOLE AT a3 & a4 t: MATERIAL 4 4 KS ... ......-....- -.....` ..."..'"" === . _ ::::- - - - ial= - - . -=-- - -In- - 0 HOLES -- - - _... II 1i.-• pn 2.-0" a_ 04 ELECTRODES E /0 X X • ' • I'-0'I 2.-0" i 1 2.-0" OC TYP TYP Ilk TYP TYP TYP -0 11 N TOTAL WEIGHT -- NO DATE DESCRIPTION NO DK OESCRFDON I l'-o" I r) ;:. I I'-0" ___ ..... -- - _____ • - )64 v.... 9"-511" • DWG REF. REVISIONS :0 - TYI) _ . • , - - -- - + ----0 - . . - I 1 ----7t - - - - - -- - - - A21 .1\11STA:FIAB COMPANY INC . . -a ___: COMPANY , -.. . 4 ,,, ,. , ,, . -----.1.1...1111110-.•=1.-0111.1..1010,..S•••••-•••••-40110. 01.MM.1•11•0- 1.-- -...•1•10-4111111M SIM.ma.1.-...•. i.••••-•••••••aMINI.,M1mr•-•=•••4•IM. •••••••-••••• •41•1•••••••••41111•Mb-•••••••••• -01011D.••••-.J.0•Migiamiiis.4111••• .11••••••••••••=i1F-aiii.iliMP-IMM•Ii••••••-••••••-.A.m•=•-•aiim-1•MOD-.1•••••- •41•11.•••••••-.MO-yr-........' 41.-.0••••••••=0, -..... 4.7.•••-•••...-. ..--. ..-.......24.10,-lor.--..r...mmo-mow•-•••...--e.m.mano-..a. ......... IP .....a.. - -.... --,-........-- 2424 EAST 2nd ST. VANCOUVER, WA 98661 TEL.(360) /37-8235 .... -c 1 • ii_ _ I ......- 1p OMR DR atinve NO T - - - PROJECT. ABERCROMBIE & FITCH -- --- mit 1/16/0_6 _ , ....................................., ANC:HO BOL 1 PLA \ WACO (1) - - M CHECKED DR DATE X/X/X----- LOCATION. TIGARD, OREGON r./ '.1 04 .... t '4 ..,., . cm ;iiiih!):M11111:11iiiiiill killiilliWili:illi11;11111 illpiliniTill iiiIiiiiirpuillitlitl ilil ittilriorimilliiiii iiiiitwillotioiLlir,,,1111,1,1,,'.,. 1 . 1,1,,,I.,111,. ,1-1',1L ' ,, , -, iii ,,, ,ii!1-., • , .*: .A11# LEGION-ITV STRIP . '4:' ' 4 cill 1 # 1 10 11 12 13 14 , IES 17 IS 19 20 21 22 23 24 25 28 27 28 29 30 , . , ., . 1 , f,ri'V, ',41",,,. " \ . . , • I 25 X • SOW 111 10/ .,..A,•ii,`e.,,,.16). •,1.,,$4.:•,41,.•Nir4., A;,,,...• . If , . ''''' .41i ,` ,".,•' ' -, '',1 A i . ' e I ,- .. . • '' '''-4',4444'16:,;''cAti,'i, guN'i...'•' -" M i -44.i'I'N.i„,:e*4 ''•Vti,,r,,o•, c14,,,,,i,„,,,...,a,. ,,,, ,.. . • • • . .4.,., i, • ,‘,:'-,,,'",,,,q.,,r4,1‘.;iO4.r'.. '' '' . , _ • „.., _-.L..,,. ,,,...11,,r,.„ I, 4q..1,-,,,,i,o,„•,‘.- , " , , • •••••04.4444044, • • • • '4' • . .., '•':rd.,Iils e....kikr,A4, , • ' . • _,.. ,,,• 'V:I': '',' . '''. r... 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'•' ' ' " ' , ,,$ - ,:., 'r,: ' 441*"'"""''' ' '"41000,,,SVA*iVi,t/k4*A*li$n*t*4000t4*010*Wiit**t*004*ti#,, n ', . ,,. , . ..$010 ' t„106/00'04i0:000,„ 4,f „, 4,4, ,, ,,* . . . .. :•• - ',' "n" kir 'C, i'",, I- ' • • �1 `� t Al, • h1 0 0�-— ,7,-61- 9'-111. 22'-10i. 3" 8" 3. --- ---- -- -- _t__ ...t h a5 hl ht / / h1 I. :H, `` 4§:^-.A..1 '-11 '.1.---,...-....k.--....-....--- • /- .-.. 1 XF�..6 X 9 3 / ..r' ,HS , I - �` r 1/1 11 - - --� -- - - �I —........ ............................. ....--- - — — — — - -— — — — - - � ----� BOTH SIDES' 3+ - — 2� ''''\\\\,r � bh1Ch1 fV , t, ERECTION SEAT ------- -- - --' \, HSS SEE I TYT I r K sHE T IS s E r I I (]HAL /, ` PLAN/SECTION! O 05 & a6 s 1YP} ( a' f TYP 0 f N 11 .., 1 • , I I I a TYP DETAIL 1 . 6 t. ---7—t i : -g I I 0 2 t3" --- 3" P"' rc In s� �; �, x rcs co ro co co O hdoh1 1 = r= I BOTH SIDES r :/,/ ` TMP f 0 r ci • 2, ERECTION SEAT --J / PLAN/SECTIONS �, ,� OPTIONAL _ '- _ h H`S6X�XI�X�tZ 11�_ o� 5 .. I —� bl HSS X6X1� x 9v 3 �" --�.... __ ._.— b,�, WS6X6X, X 22 -_4i" y �� v_ .....� 0 1 05 • f Pri) 1 ( TYP i 0 • X • TUBE � a T'►' I rr DETAIL-2 1 IS SHE- T a. I II • I ITYP I 1 01/ • • id TYP I DT1 I \ I I t . 11 ..._ r n.' to �. - - - - -- - - - -- - - -- III f TYP - TYP I TYP JHSS SEE I PTAH/SECTIONS 82 I • r) II• - I I 1 1.4 f NP —'/ vt f TYP M_—_ . HSS6X61a�t,16' 1 „T" _ .._- - — —— — �:_ ur - b1 H X6 L 9'-3 b- -— _-- w�____T � .-N _——..� I LIJ 9 • X17--- 1. ,..._ __ ._... _ - _- __ — `� VERIFY _--. _ __ _w •__�__ -- - - �d 1 • DETAIL—3 • ' I j Q Q SHOP DRAWING STAMP TH'M SON FAKER a Associates, Inc. Z • O 3C-)We_t Straetsboro Road Richfield,OH 44286 (330)659.6618 t CStructuel 0Mecharllc l [;Electrical ❑Civil a Peraw is o91r fcr general c,nlorroance of the submittal with Iiiormetion given he j 1i ens the err.�n cnn,r.pt e►pro�tue a Ir.^Convert Ootumentr<.Comments mens during MS rJ requirementseof those Coviver Oo ntract Oo.0 IIIIM renis.lie Conlror a^tor Is responsible liance with ttot 1 e I tonlirniin and correlatin I all puJntiti�s.dimcn,lcns,site conditions.construction • means.methods,sequen,as•procedures and the coordination of all fradcs. _ti J W I h- 0 No Exception Talion $en Notations �" BOTH SIDE,` !al,. z. �Zj ❑hs;octed (�Pevlse end Resubmit iv_ �, I U ❑F,rturned without Fevle+s [1 submit 0 lied Item -- it• 1.,' f� q�, A .i., O u._ Architects Protect No. • THORSON USER Project No 0• • % l W T (1) I w t II V1 L. hILDHS ___-- - - - -T - 1 "`""1 r - a3 HSS6X6X X 8'-G' 03, FISH „ L a :'-1 PAINT SHOP PRIME MATERIAL r: HOLES ELECTRODES E70XX TOTAL WEIGHT —— NO DALE DESCRIPTION NO DATE DFCRIPTION DWG REF, RF IISIONS A A 1NSTAFAB COMPANY , INC. 2424 EAST 2nd ST. VANCOUVER, WA 986b1 ILL.(360) /3/-8235 DRAFTER DR CONTRACT NO PROJECT. ABERCROMBIE & FITCH LAZE 1/16/06 AIX CI IF L.KED F)RDATtr�c to - K LOCATION. TIGARD, OREGON 05 LEGIBILITY STRIP CIT ~` 101p1"Icre t `� 4 5 8 7 9 9 I0 I 1 12 13 4 16 17 16 19 20 21 22 23 24 25 '6 2-7 28 29 3C 2 5 X t!I I t pf IIII..If i ' 1I 11 It' f I+I'f �4. `v� e ( N toy , `""�'�"I 'Rdle 1 . e��abett,.+V1•'�; I 1,1.J: ''i�.A,i,,{..,�,� t,i.1,a .t, y.l 1kk +�.nJ ( i I 1, 'I i ON 1 ilk'�z ,1J 44 �1 1 oldr to laJ�<J� 1>l .J at1, �.l� lel{ . � ,, , .I Y X. . .., ., , k.i.,.Y .::..:. 1 . .. r 5: a. •, •_ �r. • .- M''r4e. ., 'dt�A•aw!w#'+fh+tr s.,.•i,Iwrti � 4161 yw` � i .. ,:, - a, '.:w.._� - • "w.'pr,°6�, ,. . , . .. _ .. .. w.,; I 1- "N • • • ' • • : ' • • 1..P C) y ,____. & ( ) r--- __________n1 4'-2�22'--I" 10'-9j" _ 17'-6' T-011 _— -h1 .,y" ---s --tit, -h u5 I "I% --- 11 t� I' ""'"%u5 . —.-� w.. 1.•••• -ver-.rte:��.rMr„e - HS 6X X z • •---- - - - - - _ _ __ ---_ --_,- - _ I I i -arm.- - 1; 34._g ,,1.. 1? TY I I �, OPPGSI rE 05 5 I I I , ot • .., .. 4. o I I I I 12In X I VI I X CO x kinc r.. --��+-H�` x1-� ---- 1 4X6XX 1� 18 - " .A- _...__ .. 1- 1� $ X .§�_ll. - - — L. NS - - - _ — - - _ _-..r.__ I _.4 - - -- 7 �2" TUBE • TY ! I 05 r�,../ in .E Ccivilvais 7 i.1N, J1 .---' • • d 6'-0" ECT VERIFY..,,,,_ /:. I )0 X18-4" ; _�:�a_•ti� X it.—6: r , .; �,t 1.'- 11.- 9' . , 0„�_ X17'-9'ARCHITECT CT iIII I 1111 VERIFY ' 11 12 // --a5 e3 e2 - 42 — • II ,• I • ----- I —. —_ ._— . S . X .� ._�_�! L. I - - 17 I SHOP DRAWING STAMP TOhSON BAKER 8 ASSOCIateS, Inc, 31.2 (0..) 30,Neat Stre tsboro Road RiCht�eld,OH 44286 (330)659.6686 Structural 0 Mechanic) ❑ Electrical Li Civil Review:s ogle ler general canformance of the submittal w th Information given I d ani the deslpn tnncnpt eepres$od in the Contract documents.Comment made 1 during this review do not relieve the Con!rsctor from compliance with the reOwremrnis of thole Contract Documents.The Contractor Is responsible for tonhrmiri�and corrotatmp all Quantities.demon.ions,site conditions,con^,tiuU,o, means,methods sequences,cinctures and the coordination of all trades • O I I 1 I I I [J No Exception Taken Igoe Notations (, C) 0 Rejected 0 Heviee and resubmit W U Returned w ❑Submit Spec,lled Ilam irhout Review t Rece N 2--8-.2aw pet'• l/�i. BT. ----- L. v c G wc..) Architect;Frclecl N . • THORSON BAKER Project No I • 2 O xt OIN IN t I 'o I I 1 I I in Li I I L4.1 I • i vl FILD I 1 --- ---- ^-taLlicr. ��- _......_...1 u3. 1.,__L.5.___.6) &,(6 X 8' 0" - - - - — _-- (13HSS6X6X.1 X 4'-0" i I PAINT SHOP PRIME . MATERIAL HOLES i ELECTRODES E10Xx f TOTAL WEIGHT -- till lull DES(RIPIION NO DAZE DESCRIPTION DWG REF, —- RFVISIONS i INSTAFAB COMPANY INC. 1 I -- 2424 EAS 12nd ST. VANCUUVLR, WA 98661 ILL.(360) •137-8235 t DRAWD R is:MC la ,DR _.ti PROJECT. ABERCROMBIE & FITCH ._ _ I DATE 1/16/06 CHECKED Dk WM NO DATE X1X1x l_OCATIO • . TIGARD, OREGON 06 .. a 'c 'ik: ,wt.1tYi+e...1,zuaA♦.a,.u�d4.aun_... .•sws�,+n'w;+tlry♦ iroiyiil>ir it11ltty l�I loo!tt tit 1ti1 4414 o 1ri1#tit rt11 tt t 1 1 rlI ! ,i ;!;,.,,-.,,,,,,,,,;;;••••••••:',,'..,,, � ,,,,,'�ael "1 : ,�. LEGIBILITY STRIP ' 1. I t1� „: i i • 4 5 o ., 2? 24 25 26 27 28 29 `at: 2 5 ltti r_ eI Ill 0i I, I1' oe - �,: i , ' .. Akta 1�.,1,.,1.t 1.IJ1l I 144144 .441 �1. «I. I 441 I I U „t l� I I I H'L I i ypt" t • l i-J,�l� ,I-i�j IJ I'� U1� j(�.1�'�,L�I. a. l�.l�' .tx y t tr s l Y. � .::.�, , ., S ..,,... .x... �'•, _..• ,n...P#Y.'.. � r k . t17 r . . . • I, - •4t; • • •' .,/ . . . .• . , 2", '•i ,14„• •-..,, • • . 4."--",' • NN, --..„..... 1,;- r:4',','il•#,:;.' • . .,:,, . , .4 . V. • ......, • '. . . .. •t.. • . .. .• 1------.—.._ 1 • ".,,. •—.----- ,,j ____________________________________ -- 13 .. • 0._.) n y --3 4 -2i* .....,_, 0 10-911' ' _.. , 15'-Or . i , 1 7'-Oi” _ _ •,. _, ..../'-_____ ---o5 1 1 , n ' Ii____ ____._. ...,__:_ 05 _ ____ _ -- . . f 2 IYP r2 TYP BOTH 1 SIDES 0 a5 —12 TYP BOTH , ' i TYP SIDES C a5 , f2 TTP BOTH . . SIDES 0 a5 i I ---_ 1 ___ • ___ _z___. ____ _______ ---] ______-_=.-..=-____ --- ___-=-_- -4--v----<3 SIDES -----;--Ei13\i'-:-4- • . - -I v---<3 SIDES PrP IC f2 • 1 • %.. I • ... V.. , . . . .• .. . . . .s.....,.. . . . . • 402..1._7:2__1/2" . . . . • .• . . :..: • ... I II II II I 2' 0* VERIFY W/ARCH -:. +IT__ .. ___________________________________ ________ ,-- RI , - _____ _ __ _..4 kl4,17.-4" 4012:=4" i . . • . 41,12L- " ... l , ,....,........ i . . . e2 ( I //7.[ ..I W • .. . .• _ fl TYP 0 NX l'! \---- c2 - --- ----1 -- ____ - i I - - _ -- I e2 ........ .......__________1...—. ..,.-...•..ys,........... ...4... . / e3 e2 1 . . , . -• . .1 7'-1 1" • • I 1................ ...,; .. .-..: . •• % i . .. I I cn ., ... I I z o .- 17- • .... 0 u..I i (A i La_ 0 .i SHOP DRAWING STAMP Z THORSON BAKER & Associates. Inc. 0 i ' . • 0 4, ct , . Review is only or cIPPer3ICOMOTM311Ce Ot the suhrnittal with information given •'' I I end the design concept mires<art in the Contract Documents Comments niade 1..e.. during this review ' do not rell•ve the Contractor Item compliance with the Sr0O1Zro7mR:candaniRcia;hficla,c1OHEI4ec412reic631(330)C059-t.6;i6v8d8 03 0 '. confirming and correl,ding 311 quantities,diment,ions,site conditions.conJtructiun . means,methods.sequences,procedures and the coordination 01 alt trades • See Notations n tro Exception Taken1.1J 0 Revise and nesubmit 2 1-3 Relected ts of those Contract Liocumenls The Contractor Is respon!ible lor •lif, if3::01 Structural WemCnt V) I „e•----• o4 NI 2 3 201)) it - - ------ I I 1 FILD BOLTS ti, Li ... . -7 (/) ..,- 2212.012ipit. 440:, osAercti:e:etyttetudIrsnper odi ew0:7,.c v 1 0 w DB:u.ID.intisloi IR sSopti:Ai(xi:Rd pi floei erne 1 No. .......................r. 7 ........_ __ ...,.",.. _______________________,. ._ . , . . . PAINT SHOP PRIME • .. . . . . MATERIAL HOLES ELECTRODES E /OXX . TOTAL WEIGHT --— NO OME DESCRIPTION NO OAK compTioN ., . DWG REF. REVISIONS INSTAFAB COMPANY , INC. .•• .......-.....--,-......... _r• 2424 LAST 2nd ST. VANCOUVLR, WA 98661 FEL.(360) 737-8235 DRAFTER DR atiikkl NO •• PROJECT. ABERCROMBIE & FITCH __________ ____._________________._ CHECKED DR DRAM NO LOCATION. TICARD, OREGON , i DATE X/X/Xi c I z5 0 07 1 -.. LEGIBILITY STRIP CT 0 I I 2 3 4f:3 7 Eii II' 'i 5 6 io I'I l'2 l'3 le 17 le IS1 2C, 21 22 21 2z1 27, 26 27 2E3 2g 30 14 DNI Sc1,10,e, . . e I 1 I 0,1 . ,.., . tf -'4"444444"464.1141414"4"44114141Liti'Ll414'. ' . ' i'" — l• ' 11144/0ZU LWAL/e041410411144stir441,1111414.1 11.41411,1,111.4414j1111,1'I ? /'I : ' : ' h 1 °e 2 5 X , . . . • .. ..•••••• ..' .- ,i' '` -V,,., *4,4,',:i.,••"H.•''. ''',`,'•.:••• •.•:,,,V ." .. „: • ,.,1 .,,„.. ,.,, ,, , .. , . . A, k 'Ti$100000400011000440041****0.0.140,0,6011060014000000444104.:44444,44#400X0******11401.10000iiikaittOWA4414***, 4**4414, .ti,1 3 r ,,5 0 C J C6.� '- ll 22'-1,j' s'--toy 17'-for..", ---a5 i7. III f —9 t/2 • 2 TYP 2 IYP l' __._ .. I \---c3 I I ff I I I ,ti I. /'-7_1/2„ I I I I I C>e o 3 ,--05 — 1IP J `r ' f2 IYP ------ --- — -=-1 9 _.../ I t SHOP DRAWING STAMP ;' THORSON EAKER & Associates, Ino, ^0330 Wert Street;borc Rad Richfield,CH 44288 (330)659.6888 ik'strecturai 0 Mechanical 0 Etactrical [1 Civil Rcs ew is onts fcr general cnntnrrnarce of the suhmrf:,l with intormatlnn given and the d.N;concept expre,r nd in the Contract Documents.Comments made durrnti this raview CO not teiifve the Contractor front compliance with the redurrgmeets of those Contrnc'Doc invents The Contractor is responsible lot conirrm,ng ana tortelabng all euantrties,dimensions,site cond+tlons,conctrechon means,methods,sequences.procedures and the coordination of rill trades 1 /y�'� c, No E>.ceplicn Taken W rJ C1 See Notations 0 Relceted 0 Heelso and Resr.bmlt fl TYP W8X18 ?,- [�:JAN CD Ir, 3; _ V _ v„ / O I Architects Prue,r TrtDHSOH DARER Protect Ho ....... „,, LL., „, I ,,..„ _i__ Li.. Z _. e -----77r I O L) x r Ct X Oit L.L. N :C r- 0 `� Li Ei.1 T ---a4 Vl kJ w V1 i I -. -..N R FILO DOLTS �,. r } _ x • r - PAINT SHOP PRIME MATERIAL ----- -_------- HOLES ELECTRODES E70XX TOTAL WEIGHT -- NO DATE DESCRIPTION NO DATE DESCkII'I11N DWG REF. -- r REVISIONS N !NSTAFAB COMPANY , INC. 2424 L'AST 2nd SI. VANCUUVL , WA 'Y66b1 1EL.(360) 737-8235 DRAFTER DR Cane NO --� PROJECT, ABERCROMEJIE & FITCH DAT 1/16106 - - CHECKED DR OWING NO __ _. -- DATE OA LOCATION. TIGARD, OREGON r O8 1 t CmI IIIUIII1111111lI }IIIIIiI! Illllllitlllltlllll IIU>�Iil IlHllfll If1111111 It11111l1 IN111lt! 1l111l11 Itlllllll III! IIII IIIc I !1'111!iii"ir�i� �I'`'��i `��'�""a`W,�•' �"�. �''a f' ,t;''',r �•� '' LEGIBILITY STRIP 0 i I l I I Ifi ii11;1 1 n Int i , 044 r I d 9 3 1�0 I'I 12I13� II4 ' I le I' I 16 iI } 20 ' 23 tllllrl ll�ll^` . Omm.lem 21 22 24 2'3 26 27 2e, 29 30 2 5 X Eres ,af.• 1 1 OII r $ ® 9 O H;,vl 0410? ' 1 f .11.4.444.414,411,41:444,44.1.1.1.14,44.44414,i '1 4141 � TOE t I 4u , IflT , .. sM, '• .. , ,. �.; � ;.t, a .,.: FY „ -�. ,. , ., r .. .. 9'r. id'!'., ..-•,5.WP ,. ,.A.^ik ,1ry4rii .: .. .. ,.., •'i . ',' i � c t :a t4h M �rw"�I�lil �' - °Ml+ate 4 _ + P�. �«... „e«!i•,. w.rNri++.�»s.�.a,ti,,;.,,.,a rx..«..,, l.. � ,,,.,.�� ,.,:.- M1 4...,: �. ..,,�.;,, � :,....,., ..,. - ...., .,.. ... ._ .._. . . t Mk F !1 f1�M1M4F* wh W M w .,u «r v wy4s a, q •• • • • • • • t i. (RR) (RR (� 0 ( l (RR ... - 0 CRR) \ l (RR f" 5'-I" S' 1' a5, HSS6X6X1/4 X 4'-9" 65, HSS6X6X1/4 X 4'-9" 1 a5, HSS6X6X1 4 X 4'-9" • FIELD VERIFY u__.........____________________ iI FIELD VERIFY 7....._________. I ! a6, HSS6X6X1/4 X FIELD VRFY" ` `" I FIELD VERIFY FIELD VERIFY HSS6X6X1 /4 X 4'-9" / " a5, HSS6X6X1 4 X 4 -9 X34'-9 I/2' '-- -- - - I111 �. FIELD VERIFY - EXISTING EXISTING /Cr— EXISTING / -- .- [ TYPE - I / - / TURF. / ' ( SEE c3 ---- EXISTING • SEE__ _ SEE / SECTIONS I I SECTIONS I I SECTIONS ! I EXISTING SEE EXISTING A 0 8 1"1" A & d Ado 8 SECS SECIIONS I 6" 16'") A do B Ado B �ti TYP 0 f do TUBE EXISTING ----- _ 2. 16 I d � 11 IYP O f & IUB€ I I I I • Iis ! is I I =; 1 I I I I 1 I y is In x x ~) "J h Pr) x >< VI ifl i< rx in c`�n I I I �� I Ico = cn I. vi to I I X Ul Z to l/') I I o d z Q d 316 � /,:::1_ ',\ \ / MM I I SEE I SEE SEE - % SECTIONS SECTIONS ! I SEE SEE A & [T NEW W12X14 Al - -- A & B 5AE&d NS IOI SECTIONS I I SECTIONS I I EIEVATOR SEE 1 A & d I Adt 8 1 DRAWING 02• 1 SECOND ---- � FLOOR 1 12 I I nI I e \ I � �' \ SEE SEE- 1'-I�r' .4001:=4_" SECTIONS SECTIONS EDGE; AI SECTIONS ---,- _ X17'-9 �, \ I J Ado 8 A & P 11 1 17'-1 1" EXISTING o I e2, W8X18 X 4'-811b1" I ° i I e2, W8X18 �( 4.-8 11/16" ° FIELD VERIFY _.._- " .____ ExlS1IN °� i I �f3OTTOM OF Ind e2, W8X18 X 4' 81�" o n I W12X14 ® T- • `-- EXISTING ELEVATOR, VERIFYEXISTING ! \ I- EXISTING f2 G I I G:=. EXISTING __ - SEE i SEE I I I I I SEC110NS SECTIONS SEE SEE SEE ---- / A dt B �� I A & G S CTIONS SECTIONS�� 1 SECTIONS • / I dt8 AdcB III A & 8• . III I� I � I I I SHOP DRAWING MP THORSON BAKE:IS::: Asaoclates, Inc3C�0 11'est Stroet koad RlChfield, OH44286 (39C)6596688• , ti: \17,1 I Slructur3l ❑EI.ctrlcal ❑Civll>-�'IVERIFYoC Inee 1:;: l,tt.n:r � .,rmacr�of the suPm,!t,;t Mrtn uY!ormaticn gWen L I I tlurufg Ib's'revC,wydOtn01illp Br the Ccolractor'I OmfMccc.p anmew�ltmthe i ►ppwremen!so!tho;o Con !t)ocumems.The Contra:tot is reePhhelble Ior cont;rnwl ma rorrotatlnq nuantities.dimensions,sit/.condrtrons,construction nY/j�nSrnethOd;•8etulnetftve the of8ndV'!COCrdfnih0n01 All iti th�jY 0 Soo Notation9"VI oC>,capliontpkenCpelectodxl CZ � CReneeandgosubmllISEE ❑F;eturnedNithoutRcw CJ Submit Specified Item ' I ?I SECTIONS � 11 iYl' �\ r r' Rncu!rp�lAN. 2�� ,� e A & ff W8X18 / I \ I ! I Architects Project No. Y- - 1 Ly. I iHpRSUN PARCp Fr;Tec!No '�.' I — ' <�~......."....._._._. 2 of(-0681 19 I :1 I e, W8X18 X 5.-A VERIFY I - e1, W8X18 X VERIFY" I I ! i.figi • • toN I ! I I I I 1 I -- - c1 • I I I /I 7_ r,4 ,---- -- a3 I 03 !S IU9E , � r 441N 1 'UBE N. I/ , ,, FILD BOLTS • oto 1 IIII ,.� / PAINT SHOP PRIME MATERIAL HOLES — — ` ► F C• c, ELECTRODES E70XX TOTAL WEIGHT -- NO DATE DESCRIPTION NO OAKS DESCRIPTION H_H , DWG REF. - - REVISIONS INSTAFAB COMPANY , INC. 2424 LAI 2nd ;;I. VANCOUVLN, WA 9ttbbl ILL(3b0) 731-8235 DRAFTER DR • CORE NO DATE 11.16� PROJECT. ABERCROMBIE & FITCH CHECKED D H MN,NO LOCATION. TIGARD, OREGON , • DATE X/X/X (.1-1( 09 `f1„:7 HFAW.Y.W14Y'S.....o ..>.:t a.P„M:tlRypNxYn, , ..,_n.^w.vo:aekewn'wrw.wr.. .._.,.-....•......r_.«...r.n-...,..- -.. I'"�II Kiri" 111 t 1t, 'toil; .'l , :; ,, .3 , ill' LEGIBILITY STRIP i.M . a s s ' I , I I tl tl III1 If 1 1 -'-''ill 111111 III i'Iil IIIIUI 1ullniljnn�l.11!Iln; 1;,,1 ,, , 24 25 26 2 2 2 •. 2 5 X . . IOmm:!cm 7 8 10 I I f2 13 14 16 I7 16 19 20 2! c2 23g `y 30 ,..,• ! M � 7A HON I b r, 11 h fi 1 T 'r . ,, �. ��. `I!rrf'vl�., l '.iM{+'.MYi rdd�.,�.'4M`ltM .IW,M'�WAw.F.x r h ..q•.a.J H t. i. am-:r.. _.:-f -:, - .. .,. .....' ,.. :: ...,•• � ^h'..-.. . ,. d• a i r • - N 1t'''' ' F*1 iv • • 0o4 _ BILL OF MATERIAL 4 �. ITEM NO TO SHIP TOTAL PC� sta G>H 9/16' Jar THRU HOLES TYP _ ,— ' 11 N " / 3 6" 3 NO SHIP MARK NO PCS DARK REMARKS WEIGHT / FT _ IN FOR DIM/ L SCE FLAW BOTTOM OF W12X1,4 _ __JL, -_ . — _ I 9/1r Ja HOLES• II I o o 17,, I ~� 3 4" PL CORRIQOR TO SAIF o II II • • 1` — - - - - - _ / ____ 1 o HSS 6X6X3/8 35 117 �— --- ----- 0 r ' I - - 1 I t I I __ _ ___�_ 02 HSS 6X6X3/8 16 7 5/16 FIELD VERIFY II I05 a3 HSS 6X6X1 l'-o' 1 ? °' I HSS6X6X4TYP 74 8 0 INQI�s 0 _—. ____—�• 4,_ 2'-_ 2-o t -o I I I I 4 o4 HSS 6X6X1/4 4 0 O 1 l I 4-- .9 05 HSS 6X6X 1 4 4 9 — —__ _�__ e_O _az Fleas • _ -� i L 9/16" 0 FOR 1/2" 0 HILTY __/...-'--____--.. I SLOTTED HOLE AT HSS - -- --_ - 1 a6 HSS 6X6X1/4 VERIFY - � I � ---i — - �- -- -- QUICK BOLT 3 ANCHORS (3 - .. a3, HSS6XbX 1/4 1 -- 1 "+YI' "� 1/2" EMBEDMENT)(ICC 1385) ' IL3 b HSS 6X6X3/8- - — — I r_ON ---16 11 318 I + __— -- -------__ ----- it 16 b1 HSS 6X6X3/8 g _U11_ ------_----. I I 3/16 r — 4 b2 HSS 6X6X3/8 22 4 1/8- I c c BASE PLATE 4 b3 HSS 6X6X3/8 21 6 •• f L" "l� NON SHRINK CROUT 3 H$ 6X6X3/8 -~ - �"' � _ _ _ _ _ _ _. � VERIFY — b4 $ 66318 10 ? �/8 • I lYP FLOOR UNE 3 b5 HSS 6X6X3/8 16 11 VERIFY Del - - _-- .�_..._... . ......---- e a2, HSS6X6X3/8 5- , 1 I iz6 1 2 1 0 - -- . p / ,0 HOLES II W f _t r- - w • 1 I �_ I • - 2 c2 pl�zVFRIFY 0 9 1/4 II S., �— '--- 13/16" HOLES TSP � II ►-, - 1 c3 p1 I VERIrFY _ 0 6 1 2 • W r . i—_ ii Q ___N____\ ,il I 1 e W8X18 5 3 5 8 HO F.' — . 1 0 �__ l K _w12x t 4 \ 1 e 1 W8X 18 VERIFY } HOLE' TAP OF o2 5e,) W8X18 4 B 11/16 . ii--- ___________ _ __ _ .__ _ e, W8X 18 1 e3 WBX18 VERIFY Hyl. -- __ _.__.._ _ __ _� �I BOTTOM OF STRUCTURE --` ____ I N 9/16 p SLOTTED- — �„ . R �- X- - - - - — — r._._ 1Utz __EN0g 0 6-_m, 1i 1 i\r --- __—_. __ ., 9" LONG ' 1 • 1i" 2i. 1i -- COLUMN OR BEAM BEYOND __ r.?__�9 L4X3X1/4 0 6 Hall ' g, L4X3X1/4 I CO -- 5 hl P1. z6 1 0 3/16 3/16 I „ a r 32 I >)' A325 1 0 . .1----'3 w, — 4- k ��"- HILTY KWIK • _EXISTING COLUMN VERIFY I I 2 f11 4 9 THRU DOLT 9 ® a2 — 3 \ 1" f LA1 .1-- w - _ ---- -----_ -- I _ - r c -. - I ------ w I r1 TYP o w ERECII� SEAT I •TIONAI 9 Z L2X2Xi 0 4 ERECTION S .T I I I .�_ _.. _ a5d�a6 — i I I I I ` �� J 13/16' HOLES TYP -_ _ -. I i • I I I TYP 11 TYP • f 1 __ -_.._ . in I I _J1111. I I -IIITI c _ — 1. 1 — J A3 5 TYP AT 11 0 HOLE , e1 - ...-4......--.........4.-- 7-----------..._ - - .......,...1.....3___________1111 "\_ r1 !.' ; ;'', I \„f4 , .,.., / 411/ N (E) COLUMN VERIFY ' , -f1 , L4X3X1 /4 c2, PL 1/4"XVERIFYX9 1 /4" _ —._ C ..-- -- - - II I I �- ---- -- ___ _ ._-_-_---- _ I.. HSS - - - • I ! I BELOW -- - -------------_--- —_ _ I11 II PLAN VIEW Sj t t ///.'///i iz Il i ✓T .'iz li 3 M t; .�:;�, SECTION VIEW SHOP DRAWING STAMP THORSON BAKER 8 Associates, Inc. h 1 , PLATE 3/8X6 3030 West Streotsboro Road Richfield,OH 44288 (330)659.6688 > Structural LIClvii Mechanical ❑Electrical _ - Review is only for general conformance of the submittal with Information given _ end the design concept erpressud in the Contract Documents.Comments made — during this review Co not retrevb the Contractor from Compliance with the — • re7uirements of those Contra:I Documents.The Contractor is resoonsibue for111 confirming and correlating eh quantities,dimensions,site conditions.conslructlon y• FI LD BOLTS 1 /2' ,fid" H I L T Y KWIK HL-1 I I EXP ANC 3 1/2" E H '� iiiiscans,mefnons,eequeaees,proceuuree endthe coordinaUenof all trades. []SeoNolatlons �'• NoErceptlonTaken ❑Revise and fiesubmN Nejocled HSS BELOW Returned without Review 0 Submit Specified Item I --- _- PAINT tilO1 ON BA R Froletl No �u I I I `,�,necciveMONM911( 6 BY -Pf ---- MATERIAL - _ - - i Architects F roles Na /�/r I � ---v-- • ! I 3/8' STEEL ----- -- - _ — ELECTRODES E7OXX .�.�... _ __.... PI ATE TOTAL WEIGHT -- NO DAZE DESCRIPTION NO DATE DESCRIPTION DWG REF. STF?/_ >CH REVISIONS - 3. INSTAFAB COMPANY , INC. ��'' h, PLATE 3/8X6 2424 LAI 2nd SI. VANCOUVL1l, WA ii,Jbb1 IEL.(360) 731-8235 DRAFTER D R owe NO [ • DATE I/16/06 PROJECT. ADERCROM®IE & TITCH - - CHECKED UFS LOCATION. TIGARD, OREGON ow•c uo --- DATE X/X/X 1 1 ' t f f LEGIBILITY STRIP cm' - . w a ,0,2_,,n, 1 2 3 4 5 6 3 9 13 I I 1i2 13 14 16 17 16 19 2C 21 22 23 24 25 26 27 28 29 3C, 2 5 X 4^: . . , • , � aa�! l.' � I��Jrill� l � � llL � .�� Ia.�;. 1! w , ilill1�l�J .► ►1�� 1� tl4Ilti ,loe ll I • rllJI i � 1b E Hars rot ' , , t. • • • s , , , ,,.. .... ...-.,.. ,,W,.- .... • ' � � � . , • .� ...l.r .r*"S, ...� . �, ,. �, .', ; . r1?r..r, .;, ..�., r ., �rrr . ti .,*:.'4.,.0 .,,,,t',.7..,. a � r:�., � . r. , . •,. , ,. .. ., . � P � . , . ,. ,.... _ •- h,, M.r1 SnC";t"ro Aw.. ?N. iyr` �M. w, � 'yY y as illindOilimmbria • • • • • 26.3? . • .. . 27.3 •I " __ 17'- - - -- --- _ 9'-10$N 22.-11 +/ - �1— 711 t 30'-0" TO (E) GRID 28.3 - SEE DRAWINGS 04 10 FOR SAl FS CORIDOR SEE SHEET 13, STAIR -- 51A SEE S, JET 14, STAR -- 52A SEE SHEET 15, STAIR -- 53A SEE SHEET 16, - // % STAIR MA ;.. I l-pi.•••mm.r....••••.7_____r__ _i___ _ ,r____—..T—T—______r....__r...._..i... r...... -- , sI ite 1 it e II1 1 ! 1 1 1 . ....., „ i.l......._,_..._._,._...._r_. , I i -1 I 1 T 1 r 1 1 _ti r , 1 , - _ i___ 1 1 • ----I iII I I I I I I II i II I I I I I 1 1 II I III 1 1 1 1 1 1 ' II 1 I I1 I 1 1 1 1 I I1 • I I I (I I I 1 I I I 11 I 1 1 I 1 II I I I I I ! • I II I I I I I I I 1'y ______ , _______ ____________ 1 a 1 ii 1 • _.. 1 J t I t' ,. .....,...._.........._._*,... ___ .... ... ....:•L. ! h 11%..... ( I I ; 1 SEE SHEET 12, STAIR - 50A Ii STAIR • 1 27'-54" TO GRID 26.3 • - HSS, SEE DRAWINGS 04-10 FOR SALES I CORIDOR SHOP DRAWING BAK8 CTC. NOT _ - UPONER RECEIPTASSOTOE FS AN COPYISCOOF TINGETHIST r - - - - - ,-1,4- BMTTAL BEARING THEREVIEW CONTRACTORBY 'S . (D % —• -- — --- e — REVIEWIHRW SHSUUW "APPRSTAMP!)VfTE D"EVIEOR "APPROVEDSTAMPSHALL AS �- _ — — — NOTED"WITH THEIACONTRACTOR'S NOTEDTHORSON mil CORRECTIONS OR • 1rS REQUIRED. THE CCONTRATCTORIONS AS REVIEWER SHALL SIGN AND DATE EACH SHOP DRAWING SUBMITTAL. • n0518 • • I ,;yam SHOP DRAWING STAMP �'p THORSON BAKER A Associates, Inc. • I 3303)%Nest Strcetsboro Road Pi-htioId,OH 44236 (330)659.6668 t V 2I CSt:uctcral ❑ Rtcchsnic�i (_,Etectrcal ❑Civil Prof.*is only for WWI torlrr••tor�?ct the aur 11'1'1 wdh inform/MITIgrvl+n 1 and the i10,,,in concert cr.re:"c e A.thr,:„d•:.t;'r,11,..:1111.Comments mode tr) during tri oa s rr-er r r.ut 1(1'.a !le t,::";rtcr I :al c'rn(,Iiance with the s '— n ® 518 n ® 51 B ngutrement3 0}rheas Co1.7:1 tract Uc:�men!s ih+�^+,:rac's'IS rosponsin}e for confirming a10 carrela6ny all r,u u•tltr..; dimcr.3,ch4,site cendltl�ns,construclron • •�`mpeeans.method,.segueuce3.procedur!!and the caordirallcn o)oil trades �- ❑Balser d tion Talon Cl See Notation• p o [(' o [j Revi9e and Rewbmll L __ J `t L=JFo<aIL= 0}returned w,thout i.•ivlew f j Sabrnit Specified Item . I � IArchitect,Pr0lert No. 1H'C.SC BArtP Omiect Me 31taAlr�.�•C.+l c i I 1,4 "14.,,1 `—�'—oi„ I 9i,„ Cif'!D--- r FILD BOLTS r,- _ _. r� PAINT t_.__,______- __ MATERIAL ANCHOR BOLT PLAN HOLES 50A ELECTRODES E7oxx — TOTAL WEIGHT -- NO DATE DESCRIPTION NO DATE DESCRIPTION DWG REF. ` _ _ REVISIONS INSTAFAB COMPANY , INC. 2424 EAS1 2nd SI. VANCOUVER, WA 98661 1EL.(360) 737-8235 DRAf1ER DR t ca,T ICw No _--' ROJECT, kBERCROMBIE & FI1CH DATE/LI/06 -- -- - - r: MINK ND _-- _ _ LOCATION. TIGARD, OREGON 11 - DATE 2�i/06 1 j .' �� L.EGIRII ITr STRIP "''' lel '!'l';'L �11,�, 1 :,11 1�1 1 ,.'ill , , ,ii , � ,� , , `,�'; •-.1, 5 6 7 6 9 10 11 12 I3 14 g 17 c Ica ... .c t 2 5 X . • 1 OI r, I H3NI Iasi OZ 'I 1 it M tr ..«'.1.11,1.tl 1.' ' .;;.,a 114,1,„111,111.11 �1.► ,I.a.1JJ . 1111,11.11110ft!I70L1II.I1.1t.11i'11HI.I._1I1J1I11111111 ; `I .1111.1 41,4l,1.4,1141.,1.I. I,I 1.I I,1 'l,�I�I,I 1411,, t' 1141,1 ,1 ill X11 oa ' � � .� 1.111.. ..1! •or. •I.' Ml b,G. " ^') ,c /l : ..•.. ...' :. ": ♦ • _ . ... . .. ..... w ., ., ... .. .. , .. L:. t t' �i,�r' ,;R. 'Yi41rr i'4<�'^ ...1.w .. ... , .. ... ,. ....:... .. ..,.., ... .. . .... ... » ... .. •. •. ,. '. .. . .. a ., ,.. .: ..,: %- - . t.. `+TpFwFA��,yy�'1W , .�i� �f I k. ., kL RY . • yf • 1 1 • • • BILL OF MATERIAL 2 • ITEM NO TO SHIP TOTA PCS REMARKS 'WEIGHT • ' 3'-`� " _ MIRROR THIS DIM- NO SHIP MARK NO PCS MARK SUE -- 1 MC 12X 10.6 4'-3a- STAIR STAIR - - __ 3,-8i„ - - ,• 0 SECT A-A rt w " 50A 51 A _------ 0 - �-- -- - -- ONE 5QA '' % 3�." ALIGN WITH FACE r _— . . _ ALIGN WIIri FACE ,y � ,5 / 16 OF HSS MC10X223'-64" __ 1 a f�C12X10,6 ---- 3 10 1/16 OF HSS PIP 6 � ,� M --- 2 b 12X2X3/8 0 5 II '� " \ 9 • __ b 2-sI s> 1 c fJC12X10 6 4 3 5 16 " S � I - F ' I v `- V 1/4 \ --• '�,S 6 ____.__ �_ d l 2X2X 1�4 3 0 131E k I __-- ___-__ , _ -- r- . TYP ® 50A AND 51A u111-1--"K.„.1 to ® . 4 — f _ o _o - 'h"- - -1- �iL ee f 1 —_ ee �, u �21 1 e 13X3X1� - - 3 D 13/16 -- -- -- - / o o I / _ ,_--_- - ja. -, —__ 2 f l2%2X1 4 1 1 ,I --'-d f-� , r, I f --/ / I i' ,/". as Z '� ° 0.1,-, �• -- 1 .._ ___ ,, 4 -6 51 H ---- 1\ / � b \., h .....„____• ,_____ _--- _ --- - - u � �,�� \` 9-P4 S � - - SEE NC e �, COpi ® _ r 1 h IIC10X22 3 614 1 7 `��- 3 I 1 -741" NC�51NG- I I I .-� I all SIDES , P i I _ - __-- - - �_ .- - - - _ -_ I �� ►�'I I N I �I TYP' 1/4 Z � I I �a. ' 2 13X3X3f 8 0 6 C15114 Idd ! t 1 + c1/ I II I t2PL4X3X1 4 0/\... �--" C 3„)„,-21„3,, I I I I 7} f 1_ ._. ____i_17/16_, _ N4,ES .` ! - I �� `O /Inloo I I I I I I 12" - -- Pl X 1� 0 - PL % /2 1 -- 0115116 e �'/ h I I ;� �_ - \ ` r. ` ..�: 1 f P O SOA AND 51A dd - s 0 4 I _ j _/- 1 t 14X3X3/8 �_ 1 ll a , �, I 1 I cc ' 61 " 4 2 n u - _ 1, ._..,..,r ll U cc 3 P Pk fi X 31--41'______ 7,EE DK__ ____ 5 t 6- I I $ * rr rr r rr `�, 2-6 16 3-swEs 1�4 _.__�_ _._ PI X 3'- ' 5FE DWI 2 -1 1 (`�l \ U h TVP 2-SIDES t _ 1/4 nrP} T 1/� 1 i 14C10X22 3 9 15/1E HUES f 07 1 _ I L1 -O 'J -- �- ./` 1 ao YC12%10.6 3 9 9/16 • S1U S o o I ,=,N x -----�--- 1 bb MC12X10.6 4 2 1/16___. .. �� 2 /� 2 cc PI 4X1} 1 0 9116 ee 1 A-A B- 2 dd Pk 1X11 0 6 9/16 -ITr- 1 +_— f i ee 13X3X1/4 3 5 1/4 'a, \STAIR 2 ff / —�____ --- -F- -- - �" A325 ____ _ . -I 1.51 A _ -aa bb — u(&)—...:4-.._.. __ - --- --- — ® _ - 7 STAIRI\• __ -_- -� 50A - t II 1 M I ° I n • 12 ,0 TYP 0 50A C cc--' „ r,it 5 • AND 51A 1 - ---- --- -dd dd- 1 1 rr 11 �� -- -- — ,e Q 00 1/ i -- -- 1 s 1/4 \ C> 13rr i,r • • r. - r 1 - ��'' v.). I'D, J q I • 9 crP U 1: ' 3'-8i- HT1 4 STAIR 50A4'-74" ____ _ t `�:, -\7:11:1'''' t � ., ��bbill'' 2_ -,� I �____.___I i ,____, ' 1/4 VSIDES • rr \c_______) i` l' \ t . II 1 1 - J 'f MC12x10.6 3'_ 10 'r _ , _ . ..: I/ / �.P. / i 11 I r i Z 3'—64" ® a 4'' [_,3 1 f .14 ;1-1 /�l'.�Z� SHOP DRAWING REVIEW BY THOR I SON . Lr BAKER 8 ASSOCIATES Ii.. NC.IS CONTINGENT S I •, ., t 00. / y 1, UPON RECEIPT SUBMITTAL BEARINGFTHECOPY OFTORIS A ,. • , e 1 b o / 0.1. C 10X2 3 —g REVIEW STAMPTHER ¢T c ,SHOW "APPREVIE o�Ai� ust t — — _ — . _ _. _. — _ — —_ _, _. _ — — 3-STypAES - OVED" OR "APPN(1VEDASIt —� t• r 1 / /� , ,34rr31-6M. '--6 ",- "if SH OR CLARIFICATIONS TOR'S NOTED ..,_.-4 4 - . 1 --.- --------------- ..-------------___._._-_—.----------- -----.---___.__._. AEOUIRED. THE CONTRACTOR'S I -d f f = �� L • h 2TYP • i E , REVIEWER SHALL SIGN AND DATE EACH 1 • _ '- t; a - - ,I ` \./E c \ SHOP DRAWING SUBMITTAL. �_ t b 1 4 V <2-SIDES I I 1 4TYP 14" 1 HOLES— = o 1 � '� --J 1 4 SIDES N / 3,_5 I I Ais !`— �--f .� N\ _ = S iQP DRAWING STAMP CNJO 3" a 3" I t� te) t iURSON DARER & Associates, Inc. • _ 't3t 30 West Streetsboro Road Richfield,OH 04286 (330)659.66A8l I 1r` TVP I I Structural '1/`4 r, N __ __ — — — — — -- — __ __ — --.- -- - ❑ titechanical [� ELctncal ❑ Civd \-- *- , L N - IN - 2„ Renew Is only for general conformance of the submittal with Inr�rmallon given r o the design concept expressed in the Conhact Documents. Gonmente made _.___.. +/-0. FLOOR LINE ��,�.��c`�s. 0/ 0 during this review do not relieve Ine t'c u t fromwith ---- I Nu/Of/HOLES At ' r rdC cr comp rp ice ithe (�--- sregwremenU of thane Contract Documents The Ce ilo i is ;OnaMe to 11 = eV / / conforming and correlating all ouantilws. dimensions,site conditions,:ans truetian means,methods,sequences.procedures and the coordination at all trades ` ;. +�,..--- 0 No Exception Taken See Notations t 1,r /( ��"" 0 Rejected E]Revlas and Resubmit FACE OF HSS 2 „ 1 4S ( r "Tcd -1/4:7\11S14..) O Returned without Review ❑Submit Speolfled Item G/ / / l ` � ArchiREFtects t-tr1Y1Mone:2 -c ert�F I FACE OF GWB,---- ` ` 1/'Y �'�J Project No. MORON BAKER Project No I/ SEE ARCH I �� k ......„,...... ...% �N uti6ctk. .�aertIriNt ra`"'-.,.�wie5'� r II 3'-8i" '' s II 3,_5.4. it II 2 3, Err 3 UiM�=1.-1.-,A-le- ° 3rr FILO BOLTS 3r 6 r, - ------ -- - C �c�Cs�_�. t, gr tt£�.1� 1/2" rr h '` -_ .., ,� :r{a PAINT 1 = /51%_ -,7 -7,-. — e ��_-` - h — — — — - 1 _ - - - - - -- - - - - MATERIAL d iz r, I �- z c N° '. c] HOLES -- - - _-_•_ . - = h \� �►... - „ ' +a� I I„ 1�4�/ <2-sites-- ELECTRODES E70XX I Cl_ ® 51 E, 3' 7�� 3 TOTAL WEIGHT -- NO DATE DESCRIPTION NO DATE DESCRIPTION I _.------- - --___ -- _ r1/__-- ' DWG REF. -- REVISIONS N II - \ --- - ------- --- INSTAFAB COMPANY , INC. ' 147;t:'70.7' r - " " ' 2424 EAST 2nd ST. VANCOUVER, WA 98661 TEL. 360 137-8235 ;wr + -0. FLOOR LINE ....� • CCM_ NO . -.,:5 i 3i'� 3 - 0 1 " MC 12X 10.6 3 - 10 TEL.(360) 4 V �zi Q I; g4" li 3'--0 " M.,,. MC 1 2X 10.6, 4'-2 " -- -- 4ortFR l�R PROJECT. ABERCROMBIE & f ITCRi - - 1 _ - ./ OATS 2 1 ai CHECKED G R ori NO -- LOCATION. TIGARD, OREGON DATE 2/1/06 1 . } 1 12 :ti ,+- w/,M+w'....;,.. ..y...... _..., ,...:, ........ . ^:_s,..w,nw »AA4.N•Iq:'fµ- .— ^'-^'gFOnlrll.R'Ilm .-. .... _.__. .... . M•._--.•w._. ' ".Mt'.FMRswwM4M`ttlFl,.•. .__,.,slw - -. -— ..-......_...__., _. W.Y+t►a„Wwa:.uvnu�.tlaTm'ai1W.:KM'ie/YIiM' hW'.Fai.w.,-+,,rar:,%lYpa"«,t r45`Rk!::.,. =aim ii.,U'tin'a.'k(4d.,;,.;,.,vv,,�. ,n,.,.,.,5 "��i'.: -t. I , 4'''' A wt' cm IIIItimIlf111Illllllllliii!!INIIIItitl+�pitll!illiRllllilwni ;1111 1111 lillilil,ll ,tl !Illi!, I,I Ii lili,, !I ! H!! '' hill II ,! !''I''' ,1111 illi Ills'" LEGIBILIT'f STRIP I ( , I I nlilnlll,Ii�III111nIr1.nlliu��II,Init�liu`IIIi� tilllil�ll ,: ,, I ,, pm2 5 X 0., ! 2 3 a 5 6 7 8 9 10 11 l2 13 la ' 16 11 Ie l9 20 21 22 $3 2�4 2�5 218 27 28 29 30 , 1 F. I • ts O1 T �. mow out 1� ,.,i1 'I ' ' . U, 1114 i.11.>1; , a.1ll1111i11111111711,;.)1 I.111.1,l.(.1�.1,1,1� 1�1. U1411 ;.f�w.: a1 �hiJ 11.4 ,�.b iliaL114 1,111.4.1,1 1a I41,11,14[11.1111.114.1.1.1I► I °Oz � htaihl i.l. IP. , . .... ,:. ..r ., . � : ..� , r . . . ' ,`: • h ' N 9 • BILL Of MATERIAL - ITEM NO TO SHIP TOTAL PC LAO NO SHIP MARK NO PCS MARL . STAIR50A STAIR51A STAIR STAIRREMARKS WEIGHT IT IN 51A 52A '�� _ - — - -- rr ,r — - - 1 1 TRD 1 1 = 1 (Y- 1 .-,� ONE 51A - 1 " 2„ 1 " �` 1T.: , �. r 1 afJC12X10.612 8 3 4 �. -� lb fJC12X10.6 12 9 9 16i`* t t 3/16!- b _,, ` {_ - 1 „ 1 '• _ 11 u PL X 3'-5�' SEE DWG SHEET 12 ---- I I ��N 4 --- -_ _ Pl f X 3'-5' SEE DK SHEET 12 I I I -- i1 - , . ... .... _IT1: .:IIII"Ti:i:I: J I ._ -__ t: _-- __ . , I j --11 rrI ° I I I I r-IN I I CC) I I `IN I - --- I \.- U I I CT) II II I I IIL- - - ' 1 --- - /// ' \' I I I t i j//A\\ J 4 1 34 r, :} 00 W-4-- I I I II -1---\,-, r3 i' O 0 THREE 115WAI • I I t ` — n _ - - 3 k _ PL 1X4 0 4 --_ ' I I I i i I ' lei � r_______,___ --_- 3.- m HSS 3iX3iX318 1 1 131163.1 .ilk 3 n -_ PL 1X4 0 9 1/2 a -�_T.T-�:-- _D o I v- I I SNI 12 P - -- 1 31” 040E0 "-9 KWIK BIT 0 a r 1 .-__.- o o I •—KV I rl `�0 I po • ___ i \- a Li STAI R I STAIR '�� -_ ' 50A, , 51A I S REQUIRED 51 B '� STAIR STAIR ____ __._ __� I 51A 52A -_ __- r cc® 1 FACE OF SLAB EDGE AT ---_ 1 SECOND FLOOR ABOVE , -`- STAI R 51 A --- - ___ `" FACE OF HSS _ --- • — FACE OF GWB, I _ ._.__.-___-_--- SEE ARCH � . 4.1 STR PAN - T 3t 1 BEYOND �` \ . __. — , WI - - f ..- Alt 1 J U • b 3,_5i„• J `• J II ,:, J /JJ \ 3._81 ,1 — k .... __ 16 - TYP 1T . ,,- v`_ i / (i) SHOP DRAWING REVIEW BY THORSON 6 1° J J BAKER 8 ASSOCIATES INC.IS CONTINGENT -.- G��. / / / UPON RECEIPT Of A COPY OF THIS SUBMITTAL BEARING THE CONTRACTOR'S - II 1 �� '�/ K ________________ ___ _ _ ® •� J IIP / C,,P, - C REVIEW STAMP THF.REVIEW STAMP SHALL ` a ,- 'Cj i... J 2-6/11 T&B NOTOED"WITN THE CONT RAACTOR S NOD TED P•G ...... CORRECTIONS OR CLARIFICATIONS AS -`_ - _ - SQ /�. ,�� REQUIRED THE CONTRACTOR'S '�� rr REVIEWER SHALL SIGN AND DATE EACH i 3 SHOP DRAWING SUBMITTAL. X JV / P , ,,, /' J ,/ _ _ _ __ SHOP DRAWING STAMP ----- • �w J --- \\ \ THORSON BAKER & Associates, Inc. J J V \ '\ 3030 West Streetsboro Road Richfield,OH 44286 (330)659-6688 -- ---- - /� J J J \`••. \ Structural 0 Mechanical t --,----_-_- Electrical ❑ Civil •{� J ___,--_ \ Review is only for general conformance of the submittal with Information given tl — — -- -- — — \ \ and the design concept espressod it the Contract Documents.Comments made J \ \ during this review do not relieve the Contractor from compliance with the JO' U \ \ Gl / requirements of those Contract Documents The Contractor is responsible for • G�'� \\ \N. confirming and correlating all quantities,dimensions,site conditions,construction ;. / .• / \ \ \ means,methods,sequences,procedures and the coordination of all trades. -� \ \ No Exception Taken 0 Seo Notations J �� 52A \`\ \N. \\ �IJC Refected 0 Revise and Resubmit - / J \ \ \ \ \ Q S ? , CI Returned without Review I 0 Submit Specified Item (-- - —. __.___ b \ N. > > ��[CnQ� f1 c a /1 / / __ _. _T _bv__\_ i __ 1_2 _Ili. �, nfita 0 1.2006. 0111.Q 3-LkC Ay 4-1�_ \ \ V / Architects Protect No THORSON BAKER Project No - --1_ la, ..... .... VW 1 J..... 2A-� 57A \ \ \N. 91? - _ / Ns ... ............... .. I. kl / * 1 \\ N. N. N. N. — L A-A - -/ \ . a \\ \ ``. C.) I — - FILD BOLTS MC 12X10.6 12'-834" \\, `' \ \\ �2 �7 NI \ \ • I PAINT 12 _27' g , ' — — -- __ —_.__-._._-- --- $ _ _, \\ T I MATERIAL / --- r�loo \\ \ HOLES ELECTRODES I /OXX <<, ,__Ice \\\ _ �y -' TOTAL WEIGI I I - NO D��1E DESCRIPTION NO DATE DESCRIPTION . iiIDWG REF. - REVISIONS 11I\- ‘11(1) _ _ - /�v�l'AFAB COMPANY , INC. - - - - - - -- - - - - - I I 2424 EAST 2nd SI. VANCOUVER, WA 98661 1EL.(360) 737-8235 DRAFTER D R mutt NO --- PROJECT. ABERCROMBIE & FITCH 4 rl• g_- B 111 �- LJ i DAZE 2f 1106 _ -- --—HECKFDDR R WOG la --- LOCATION. TIGARD, OREGON 1 --_ __ __ GATE 2/1/06 . , t - 13 • • LEGIBILITY STRIP Amb i 2 4 b ;ni lilt Ir, 'I': II" 10 mete!cm 8 `� 10 I 1 2 13 14 16 17 18 19 210 21 22 23 24 25 26 217 28 29 30 -. IIIIIIIIIIIImlmmmmimmk.i >'1 I I OI v MON, ayIOZ 2 5 x s v a �1.1 !,c !.I >, 1 t1t1� . IwJ� l. l.ai.iLI;�I� 111. �,1�iahltItl .�l�J,i , . i10J .I,�alti>eIIJ1.Ii ,1I . 11: • illi � ,. ..° • ' _ � , r ,.� • ' r . xer{. M9r+. rvmA;Mw4bd,?is!4M, vfR,+r M•�i•5hp7r: :e,kro..-. r.aA.»w.ar, aex*c � . ,• „>w. �. ; . . ,.. _. . .. we+� ifs.. , Tht• A . ,.1 ., .. ..• . . , • ,' \*"....,.......N S.: , . . A. . -.. f•'' • • • ... , ... • BILL OF MATERIAL . 1 ITEM NO TO SHIP TOTAL PC OM STAIR STAIR I NO SHIP MARK NO PCS MARK sa REMARKS WEIGHT FT I§ 51A 52A . STAIR STAIR • 52A 53A ONE 52A /- — > 1 4'- 10126" . 1 a MC12X10.6 14 2 7/8 ____ — . _ 1 b 1.1C12X10.6 14 27/8 = .... _ 7 c L3X3X 1/4 3 5 1/4 - . • . b • . .... • . , — ---- --- ----- — -- .."- • d L2X2X 1/4 , 2 2 .111111.1•11.1.91. . .,.. - -. - ,Wr... .411110,1110....E.....110=0.....4.0.41.1.,CWWW614111.16.11i1P.Margirg........,T.,.........a....„..r........ •.-.....--...--•-•* .....-...- ,_, ........ .... - . 1 ....... .. ......1 -. ''' '.-. .. .----......-..... ..* • II_1_ _PI li X 31-51" . , d TYP 0 b , . 11 / ____ ___ 11111 „ — , e NOT SHOWN/ v<frl e. . . : A\ I .•• . : ON PLAN FOR IA V . r__________ _ --- • • . . i . . - B 11 , I , _ .. : • • . • . . • . : . IS RR . . . . . • • . • • . __ _ _ _________ _ • ,,, ----\73 , ..• . \--LANc TYDPIN: 1 . • d TYP 0 a / _ ,.__J — 3'-8 " 11-1 " . • __ ...._ ----:---1---T - --....7.-................1......L...--J—...—.L_ . : Ji _ •• • . .• : EL +81-10" . . . . . STAIR STAIR • (...) la .... _ _. .......... oza am ..a , , lir ‘____ __--___ ..-... .-____-—11, . STAIR STAIR ; . : • III • 51A 52A . 52A 53A : : d c . . : b —a : . • . . . . : . : . . • I, • . iii MEM" . -• , - __ . . . i . . • . . • -- _ • i : 1 . --SEE SHEETS -„,, ,,, i . . . STAR . . . . : . • ,,. ..... _ ..._ _04-J0 11/4 .. .. : • 3._5in 11----III .: . TYP BOTH SIDES • / _____ 4 V1 /8` _ : . I. . __ .____ ____________ . , . . . . . .- _ ._ _ , • . • . MC12X10.6 14'_2A., . : . • ... _. .• _ A III / /.... ••••• • : ,. --.-- --..- .. _ - ..-.. ........ .-.-. 1111_ _ • I 3i" .-- . . ,-- . . • • re . . : or . : _ _ _ ._ _ 4. Ei _ .... _ , . _. .... r - r • . .,- r - ____:._4- _t______I • ! ..--- : ..... : ,• ; 1 . 111 ky c L d i . I : ..,- ,.._._ ...._._ MIN . . ...• i 1 • . it ill ), c, 6 spec's 0 2'-5i ..--- 14'_7,9, \ 11-i"DFI.2_, iikiiiii ,_____ , . _Ar______________________1. ,...........;.:( \ il ..____ / - . t V .. TYP @0 53A 3 , . f) • i li Milln11111111 Ty1:1"'"'i ‘...........,.../110D TYP i -... 6 /1 /4‹ 1 1 II _._ .. , ',e-i .v.N ' o ,, , ___,______ A—A ....1% e — 1 ............ _____________ ().1 MEI ... ------\ MEI _____ _________ _.. A ) n 1 » 117_11 _______ . .. / . , . , ., . i _._____ • 1 4'-2i Is , . .. : . .- - . . . ----- ----'`' . . . 1-- N.. //111 . ______ _.___ _ __ _______ .. ',.. i / 3M ,..., • e i 1 1111 , . -,-. . • . . ".--. 1 f 1 1 T ___.___________F- ii -,,,, --.. , - _., ' \ i -. -. - t ••• . i 'N', i El 11---- ,. \ , Ir".. — \ .„,:,. ..... _______ __ THORSON BAKE.i-s & Associates, inc. i : : i __ ._ r- — • ._ -i- .. 3030 I D civ, 0 Electric& .,.. BAKER&ASSOCIATES INC. IS CONTINGENT ' 1 f i I i • . ,. UPON FIECEIPT OF A COPY OF THIS i with 11110M/10On given r. ir ) ',,. Review Is Only tot qeneral conformance of tho vitamin ems made 'Strtrotural FILO BOLTS - I i SHOP DRAWING REVIEW BY THORSON SUBMITTAL BEARING THE CONTRACTOR'S and the design concep REVIEW STAMP THE REVIEW STAMP SHALL during thls review do not re r is rosponsibie tor 1 e, PL filX31-54" X 14'-911" 1 /4 > < requirements of those Contract Documents The Contractoddidde ronstruction ro SHOW 'APPROVE fl" OR "APPROVED AS firming and correlating sti quantities.dimensions site con .1.ed trades . : 1 1 6i NOTED"WITH THE CONTRACTOR'S NOTED Scolln°P means,mitoses,Sequences,procedures and the coordination o PAINT --,------, )6,See Notations --- ..... . _.__. CORRECTIONS OR CLARIFICATIONS AS West Streetsbr-,Rossi deve 0 No Exception Taxon Richfield,ii,co nuca OH t osHrui:40m4::cs60 p(m.300:1108:).6td:ivtinbE et: I I REQUIRED. THE CONTRACTOR'S 0 NW:led Flevise end ReSubrnit r VI(1-3-it--:eS--,1641A:Mcs—hePdari-inicialhe----conoact-0—ocumer.tt-s wim -MATERIAL _ 1 I HOLES __. i 1 I SIGSUBMITTAL.ANDDATE EACH i.....01-2COgosaltdA0-_ .'__I___--_____ ELECTRODES L. /0K/ 1 I RSHEVOIPEWE.RERAwSIHNPG,LL DIMON MR Moot Ne. i 1 ;iires,a-' 4.....iitaxamow", TOTAL WEIGHT - NO DATE DESCRIPTION NO DATE DESCRIPTION I 1 1 DWG REF. REVISIONS I ( 1 :::....................:4:::::::::ut ROv10* INSTAFAB COMPANY , INC. FH - B 2424 EAST 2nd ST. VANCOUVER, WA 98661 TE',....(360) 737-8235 •':: DRAFTER DR CONtRICI 03 DATE 211/06 PROJECT. ABERCROMBIE & FITCH ---- LOCATION. TIGARD, OREGON , f. „.. . CHECKED DR ORMINC ND __ _ DATE 2 1 06 14 .„; .,1 Tmom.sem i ;:i 5 6 8 9 10 11 12 13 14 ,!` ( Ile 117 118 1 9 210 21 2223 2425 26 27 2:t3 2--:) LEGIBILITY STRIP ., ..i. :'• 1 •., ei ,h 1.1 oi es , , 4 oNt 7 oz. 114.1444141,1' 14,14b1111114.1.111104414.1111albillittlifiliT.Lailikkilitli.blitathk[4,41d. . , .411.144144,14, 14,14,141.11.1. 1 J11441.4,LILtits,'1,44.,11,44. .14,m,,,dilifikil,41,111,41441, 1,thiLidault,li , ('''' 7 5 X . ,„ ..„. ...., , • : :: i JP2.,li , ,. • ' ,4',‘, 444'4"4.4444440,0,4.•"'''''.=,4,44".4,4.1,41;"4'"-`•'4'`'"' '• `,,,,,v,,,,,,•,,, ,.,1,,,,,, .,,•I,.,,,,,..,••,,,,,,, • ' ,' ' '.. ', T''' '`',' r : ''.4," ''' ' .1,4444-.4‘ii,14,40a4Vga04$4444,4',4:44,..• 44444444•Itii.,,,"0,,,,,,,;16,,,,44,4,,,.,.4,W.,..4,.... -,.,,,,,,.oL,E.,,,....,,••,,- ..,-.,• , • . , . , , . . . , . . . . . ... • �N • • • • • I • • BILL OF MATERIAL ,1,,... AT 1 3,. ITEy-_ S16 TO SHIP TOTAL PC SIZE imam H • REMARKS WEIGF;T • j c NO SHIP MARK NO PCS MARK w EL +18r-4" ONE - __ , 53A . . ..- \ -----_._ __.__ _ 1 °- UC 12X 10.6 18 6 3�8 - i • / 1 b YC12X10.6 18 6 3�g - d ,. -------._.,.. 16 c PL i� X 3'-5i" SEE OW( -, ,. 1 ' ,- \ --• . �___ - ----. d -PL SEE OWC / 16 f = f , - "- \ \i'.. _ TYPO 53A II - 12„ ct, /1-----‘-'''''' ' // / /... \— --- - \ I: €31,.. u 1 / ® / , 'll _ (.0A• :i // ,` ,:e .._____i-1._ A' i i . / i -,-.... lift... .- .•• ." -.... ..- 1.1\ 2_6 -71-1< TYPa , „ t . /- — TYP to 2 , 1' .-'' \ / / 1 / ,,. . .- / / / / _ - - - /- Ill• 31„8,.• �` a TYP (i) A—A 45 '� EL +18'_4rr . I , , .- ,, MEMMIAIIMMMEMEMNIMININIIION/ 11111/ 110/1.10 • _ , , 1/ / C.P. - d - \ - ——— STAIR STAIR \ S TAIR STAIR - - - - - N. 52A 53A \ \ 53A 54A 7 �� \� 16 TRO ® 11 " _ 14'-8" L''' . . N. N.\ b \ �� I I I I --r -- r- �- r rr` - ' _f - _I � - N. \ I i I 1 - - -- - - -- I I I I I \\ I i I I \\ \\ 76 41c, I I I I I I • N. • • k II II f \\[\3/7 1. \N. ZA ____ I I . \\\ /6%, I I I I I i • /a. TYP @ 53A \\ \\\ li'' I I I I I � . 12" w \ \ `-C I I I I i \�� \\\ I I I I I I i \ \ I I I I \\ \\ 11 I I I I day H H ...,,,,,,,4 \\ — — — — -1I I I I I I ._ -_ _________ I (.. ) RR ° .-2,,,, I [c' TYP` , STAIR I STAIRa STAIR STAIR j-,- � 52A 153A U I 5'-1" ��`� 53A I54A -------- _-_- \ \ FILD BOLTS NN FACE OF SLAB EDGE AT �_ S -I ,A I 5 .3 A — SECOND FLOOR ABQVE FACE OF HSS \-, \ I • 1 ____ FACE ESEE AOF GWB,-- I \ \ ... .... \\\ \ . \ I I SHOP DRAWING STAMP PAINT THOR--S-00—Ii— ON BAKER 8� Assoclatea, Inc. ISTR PAN I \ \ \ r' I I 3030 Weat Streetsboro Road Richtleld,OH 4A296 (3301 659 ivil MATERIAL c \'� \� \I I SHOP DRAWING REVIEW BY THORSON Structural ❑ — Mechanical [�Electrical L� Civil HOLES BEYONDNN �. 1 \ taw RAKER 6 ASSOCIATES INC IS CONTINGENT Review is for general conformance n1 the supminal with Corm a on ma --_ —.____ -. t 11 — _ __ _—_-- �� UPON RECEIPT OF A COPT OF THIS tlcon xXand the bre+ n cept e•presse0 In the ConUact Documents Comments made ELECTRODES E 10 • SUBMITTAL GEARING THE CONTRACTOR'S Burin ;his review da not reoeve the Contractor from compllencen51e e'oe TOTAL WEIGHT -- 74 .cons \ \ I ' �O T requirements of Inose Contract OocumeMes.The Contractor nsions site ti respokuction DWG R '_ DESCREION d — — — — _ — __ __ — EL +$'-10" \\ \ I I '—L_ I REVIEW STAMP THE REVIEW STAMP SHALL oimemodsreeguencesr�D Icedurea and the coordinatlon�ot all trades. — — �� DESCRIPTION I DATE — --- — — -- \ SHOW 'APPROVED OR "APPROVED AS means, W EF REVISIONS _•- - —_-- W _L - NOTED"WITH THE CONTRACTOR'S NOTED ( Nn Escnvtlon Taken O See Notations F i C \il ( �_ ��- CORRECTIONS OR CLARIFICATIONS AS "�Re►eeted ❑Revise end Resubmit INC.• \ I I I I REQUIRED THE CONTRACTOR'S LI Returners os�emltsp.ra�.dt►em INSTAFAB COMPANY t I�1 b 3'_5i" 0 / REVIEWER SHALL SIGN AND DATE EACH 'J', D,t�1_L, c , ., er..2,,...._......._,...„..t_...__--- 2424 EAST 2nd St VANCOUVER, WA 98661 lEL(360j 737-8235 I I I I SHOP DRAWING SUBMITTAL• a°'r T 012006 ,�. tNonson ilAlti?11 Prelec • I I I I arti�ltP.t►1 ro,Ptt"� r ' DRAM DR aom>acI NO �� i 06 PROJECT. ABERCROMBIE & PITCH __ I I I illi I i CHECKED DR pwric — — _____.________A___.___I_,�___1 __—_t__ -._. .__.._----- --- DATE 2/1/06 LOCATION. TIGARD, OREGON f" ��' ' cm, IIII ' LEGIBILITY STRIP 10•11tal CMI 2 �� _ c e g I 0 I I 2 I3 !A I I ? �� iQ �� l� cr -j 24 25 26 29 _ -. • • e1 pp it e • T Q pT � NONI 8 !08 .,, .. 11.11014414. '. JJa��JMI 1 QI• �l.?N✓nloA.I.. tMM ,Lrll. �,��.11_ !!.111t,1 i.. I -.r ,. 1 1 I I f'I 1 i' I oz 2 5 X it Q: `0., ` Y J ' '4 f . • kx nk' , a ,..,. w . :' i µ 7G 1 Mt tu•• r ,.p Y a d . s .. .., .., ,. .Air ' xl'•+ +' .Wr ,.a.,,aw..rwksiu;. a; '.X..w,,, .,r. .' ..,.,.. .,. .,. , � "� .. . ., • .... ��.1' eft..,',A+..,, k. 'M.:Illk I.Y.+kus 51.E .w*itLilh.a.l Weh ! n: wava'N`WWaW>•iwrn;m+A+.d .+:. ..,m .n., - y/• xr a~, R. N\ r iii: 7,1 • BILL OF MATERIAL • ITEM NO TO SHIP TOTAL FG lfl+cfH • STAIR STAIR NO SHIP MARK NO PCS MARK SIZE — - - REMARKS NIEICrl 53A 54A UFT IN 28.3 12'-0A -_- " CENTER OF WALL-VERIFY THIS DIMENSION ONE 54A --- -- - ---- -__-___. -___ -- - r_- -.-- ---- - - - - --- ----- -__ - ----- ---u MC12X10.ii ---- 26 2 5/16 _ ILD CUT 1i HI — `b 1 b MC12X10.6 26 2 .5/i6 110 CUT Ti FIT • H c 13X3XI/4 3 5 1/4 • . • I I • Zd TYP 0 b , - d L2X2X14 2 2 -,--: u I e r-..---- -- ----_--- 1 - e MC12X10.6. --- 3 8 I/4 .,_-- �•'- 0 3 " C� f I Ik _ PSPAC S 5 -0 ® f = 15 - 4'-84" 0 f1 , ELD CUT TO FIT l� ' , -- �-- — _--_ -WALL HER _-- 4 I L . z 3 - 5 0 3 16�- -_ P e NOT SHOWN • — f 1 PL =5� 5 _�_, I --SIM AT f1 TYP, 1 - I- CENTER O - - - - -- --- A I ON PIAN FOR • ' ',�-• iY. I CLARITY I . r-- _.I - illy "�1�' L3X3X1/4/4 _ - --__. I c TYP ® -— • LANDING I — - ——------- .--r---.— ;, I dTYP0a - - - -- _ . , ,____. __ _ _._ __ _ . . .,...... . . _ .....„..........................a. _...=.,....7........... _ _._________ _ . , , . . . _ ________ • ....___ . ..., .., . . , • _____. . .... , 4� .________. ____. I . .. STAIR STAIR la .7,.7 .r ..i.. 7...,. _.... _.101 53A 54A ; __ —_ i t.... .... . . i —_ — --- -- .. ..... ... • ; f ;i ,'e } i iiIti iI: 1T__ EL STAIR 54A 5 r 1_ •18r4 •F _ n r - i -- —SLAB EDGE 111111444 , a • J b --SEE SHEETSi OA _ ` - • :S'-5 " - --� TYP BOTH SIDES I I , MC12X10.6 25'-2 " 4 / ' f8 I I - - - - - -- 1. I I , ILINE INDICATES -- - - ✓�WALL .. _ .8,. ------ • fr _ ill . hillary ' e Ld c...\ '.-- Pi . ..,__ .... . . . . ;. : tb «..1! 'TTfltTT : : : : :r2 ..... .•.. .... ... aa: —. .... . . .... sal ..:. .. .i.... i f 2'-3 " 9 SPAC'S 2'-6" 0c = 22'-6" __ ,•,... ` _ - II -- --- --- --- — - --- ---- ______--_- ___ --- _ . __.___._ _ —_ - FIELD VERIFY 5" 4 �� g 1 !, 6 TYP - - II �� /� SHOP DRAWING STAMP _ __._�_—_ I� !I THORSON BAKER & Assocl;Ttes, Inc. 3030 West Streetsboro Road Richfield,OH 44288 030)859.8888 ® Structural 0 Mechanical 0 Electrical 0 Civil �- -- -.__-___-- Review Is only for general conformance of the submitral with information given _r__ _ -- _ — /� /'�'— SHOP DRAWING REVIEW BY THORSON and the de{Ipn concept expressed in the Contract Documents Comments made r4N_ BAKER 8 ASSOCIATES INC.IS CONTINGENT du•inq this review do not relieve the :ontractor from compliance with the UPUN RECEIPT OF A CO°V OF THIS reowrements of those Contract Documents. The Contractor Is responsible for ---- confirming and correlating an quantities dimensions,site eonmtions,construction SUBMITTAL STAMP THE EVE� STAMP SHALL means,methods,sequences,pr titles i and the coordination of all trades _�__-__ ._ _. •: : : 1i i REVIEW THE REVIEW STAMP SHAII ❑No ExCepUon Taken See Notations i1 i ! I i SHOW "APPROV'D" OR "APPROVED AS Cl Rejected 0 Revue and Resubmit • CORRECTIONS OR CLARIFICATIONS AS � Submit Specified Item • I i i NOTED"WITH THE CONTRACTOR'S NOTED 7 Rennnorf without Review I I REQUIRED THE CONTRACTOR'S AeeawlY_ ONe: -LA:: I I MC12X1O.6, 25'-2-- , REVIEWER - - —__ _.__-- • ♦ � — I T j i --- -------__ - ----- - SHOP DRAWING SUBMIT AND DATE EACH _ � .-- ------ --------- -- ____ t , q Architects Project Na. THORSON BAKER Project No r � I f i I ' .n�.l 1 sic. ii _-_..__.-_.__—.--_ _—_—. i - - i I _, F,._ _ _ _ _ ,....,____ - -1_____ _, ___, u_____ .. .., , ,...._ .• ,,, . . . . . . ,... FILD BOLTS . • \ _ _ , -.... „„, • .!---:.:+7::- 1, tc. 1, T ,: ,. . \ .., F! i. . , II PAINT ,. .... ---- --_;--___< I7 .. ........w MATERIAL ii it HOLES , „.. . . . 4'-8 " f1 , FIELD CUT TO FIT ` I i /4 ELECTRODES T. /(� �X . At ii.-- ti 1 ! 15'-0" ® f 1 5'-OA" c� f 6,56" \ TOTAL WEIGHT - -- NO DATE DESCRIPTION NO DATE DESCRIPTION DWG REF. REVISIONS 2424 EAST 2nd ST, VANCOUVER, WA 98661 TEL 137-8235 NO • . DRAF1fR UR _ PROJECT. ABERCROMBIE & FITCH cattle DATE 1/1/06 �CHECK�/ f� Wilt ND LOCATION. TIGARD, OREGON j i. �� 16 ._._� Milk 06 4, — --- --- --- - _ 1 p • LEGIBILITY STRIP C m IP ;1 ,„2,, 1 2 3 4 5 e 7 e 6 10 I i 12 13 14 15 17 'e 19 20 21 22 23 24 25 2f; 27 25 29 31. i 2 5 X1 t : Zi 1 1 01 • uJNI 0410e .., .644 Axl.0 ►.4u1!it,1.l�,g tIt l�(,.{a!:i �Iwt1,tT�!i,1.u. �l li r Ill �i ��i t.I ! 1��.1 a ll�(.>J tl�k� • t I j I ° >8 11J.. Wl4ltatJ( lsJ� °e, +.i ��.:. '''i ',.11::!' • *** C. vr, • X14 h 1 • J �c RECEIVED ♦♦ \ �IfILG� N(; C?IV►SIC1+ �\ ‹+,. "i��,r,;;�, ,' - (E) BEA vl • \....r.: r 1 \ \.../ /'' ' .\ ../..- „, I ELEVATOR, REF ERLi�C�E DWG'S 02 0.5 1 I ;; '"s. .:.; - CORIDUR TO NON SALES, REFERENCE DWG'S • C,D.„. .s."...„'%.„....---:„.....>„..."‹........„, / ' \\‘‘.\\‘\%:%:: \"pir..' .44: ,, „s, • \'''''' . il I -._ -1.... ''''''-•''''>•.. .../..,.....s........, • .....,,.2*% ...''''''`, .� , ;,: ;,�♦ BEAM (F ) ♦ \ 'i '''', .►'""+fL !•• ire ♦ / I // \ I1 ♦ \ �/ / ♦♦ `\` SHOP DRAWI:Ksr c �, • 11 11 I ♦ TA s s ss..s.,„.,.s.::::1,,,... ss. • .-ss‘'...„...:.„ I; 11 ."rs,:.:,...w '�.w ♦+ TNORSQN EiAER 8 Arsociates, Inc. � • \ /� \ �1 I "; ♦ '`�,♦ '� ♦♦♦• \ I. •\�, 3030 West Stroetporo Road Richheid,CN 44;F6 (91Q1659.668A \ 1 "".�;� ♦♦ \\ /e% Structural ❑ Mechanical �_,Electrical ❑Civd '^yy•, `,' Afvlew I{o�lr for Qeeral conlorm,tncf Vr 1M SuAmlltrl!with fnfOrmi110n plY.n , \ • h.`. `.\ \ � / '•, and tno Oesl�n Concpt a.yrfrSoO Pi: lno Contr9cl pocunfenfs,Comment{mfoa \ \ �. . \ ` '• dl trop tale revrfw o notrelrevs tnf Comr{ctur trom comp�sncf wrin tat '`ti rfpuv{mint{Of tAost ConlrKt Oet7mZvi iaf ConlrftlJr rs rf{DOnSrDle for CJnilrminp and COrrfl{ nQ alI'S:. pUJMlhr.{, nslons,I11CCondAlons.<OnitrYthan\\ ` \ \ " wi' � ♦�. �•.�♦. `� mlfntmltn00s,{fQUln6f{,pfOtf0Ya0 t►rf t0ofdraf110a of all treda \ ~ \1 / % \ No E><<epuon Taken e (I "mow � L]Soo Notations //�. l • \ i `�.• ] / �.' ..�• \ C7 RfJftledRevlae and NeouDmlt �� / „..,"/...'" ,.''''' \\ .\ Ii 1I r \,\ 4► ' "`�.�. µ" , /�' \ } :�,, ♦'.. \ ��Oturnod wnaout Ravtew (�„u0md Spec'fi d Item \ ii \ ww � wtiM \ :,: "♦.�� MtNMolrr_ �' fN: 'C+�Ii? fir. t � \\\ / \ '''''''''''''''''L " `:.,' \ stI No (F) COLUMN - - - - _ ., N.; \Jk •ek--.) -DK:)C:)c---.. ' '' '-‘,..,,,.,. . -.. H ----- :".'....31 )4‘...'".."...."...^°.49(1)E.C.)1-C—\:"..4..:1)-0-1.(:—:‘,—;:::::%r-\I"-.."(3.14 K.,••• t .• \ i i \ \ �::.r• �'\ t"".�`�•..'. '`..►, ^ tri. C. c)1 1 tk 0 1`.. ,, • t...., ,..,\AA c%2_ ) ',... is.-..,,, • 11 „ el ' ''`,,, • / ..- `•., \ \ \ \\ // .�''f'�f ..— ' I Cj \ • i ► \v // \ \�\ FILO BOLTS --- STAIR, REFERENCE DWG'S U7 08 09 _-- \��\ , / ., \ - PAINT �\ MATERIAL HOLES ELECTRODES E 7OXX TOTAL WEIGHT -- NO DATE ASCRIPTION NO (WE DESCRIPTION DWG REF. -- REVISIONS INSTAFAB COMPANY , INC. • 2424 EAST 2nd SI, VANCOUVLR, WA 98661 ILL.(360) 737-8235 AITER D R i - UR THIS DRAWING REFERENCE ONLY CAE y.12/31/05 PROJECT. ABERCROMBIE & FITCH __ .k CHECKED DR LOCATION ,-/ DATE 12/31/05 TIGARD, ORE=CON •i (,� - -�_ 01 r LEGIBILITY STRIP �..O ' ., �: � , b �i 1 r(1mm.leM 4 8 9 'O I I 12 13 14 16 ,7 18 19 2.0 21 22 23 24 25 26 27 2© 29 ?n .I 2 5 X r ,,....., J 71 , I VI L HQNI r'•1 O,7 �` '"1• ,I,I ,�1�111 E ; 111, lt•�1,i��. ,1.1.111 .1illI.L1 1,1141141111.IL1,.111.111I.!1).1„ii!11.tl:i!Jill1ILI1.11i11 4141t 1.11,.1�1�.1.li.111,41.t414 l 1441 �a'1 ta, .11�.�,11L�.�,1_►_►)�..,i�.1.I ° I ,. . • ' 4(3.:tl w ` ' i�•ti ' 1, NI • • • n Y dL • I • z• .. _ _.. • i! ., . ... ,. •,,,,40,4; ...,.. is _.0 • ,. ,. .. ';. .. -- . • :.•. M . _. ., '1- • - 1 r, r V' • Itr • • BILL OF MATERIAL '6 - /�- SS -. r-t, MIFY ITEM NO TO SHIP TOTAL PC IINGIH ,.,_._ __ _ __— , --- I \\__ --- NO SHIP IJARK NO PCS MARK - • - REIJARKS WEIGHT IFr �t' T a I r 9u -_-_ --- --- - - --- -_-_-- • I - 1 v_ - R j I I ONE ELEVAT l' 4 u Pl X 4 0 HOLES • __,...� c TIP--N 1 1 I ) - .� t-a, VERIFY b 2 b WT4X9 VERIFY VERIFY W/(f BEAN H - -__�r 9 —�� ! i g �� t' __------ ✓ - - 1 b1 WT4X9 VERIFY VERIFY W/( SEMI_ _______._ I — -- - --- TYP -- 4 c -- HSS3�"X "X " 33 VERIFY W/(Bli - - - 4 cl HSS3/"X3h1" 1 m �' ---- _ J - -- 1 c2 HSS3�"X3�"X�" 9 1� • j 1• YIN 1 -e W8X18 7 4 -- -j, m m- - m --- _ -- - a - -� _- l�X3X _ 0 6 • r - 2 air9 ,.F 4X _V— VERIFY VERIFY W/(E) _` __ _ 4 n _ 4 r c t - 4'41. �' - _. 2X 14 71 1 it W12X14 VERIFY VERIFY W �,,�_-� c 1-� I e HoND --- - - - __ • cl friONC� wexte ]' li'LONG • r -Vti C)aN t 11 t'1r 11.. N _ _ —_ - NOTE 1 l . �1X1�Xi» �VERIFY� VERIFY W/0q * 7'-ar TO PIT OPENING -� , il zzid - 4 k VERIFY VERIFY VERIFY W/(E) 4A► ( d VERIFY VERIFY W/ I 4 R1 VERIFY (q h -_, - DQE 06H h FACH AIDC ,� THRU T 9'-5�' T-�" I 9'-11• - h EACH SIDI , tt1 I -- i $ HILTY 0 51-,_ " [MHO_ N■ 1" 1" 5N 5" v FIRST ELEVATOR PLA \ ��()r -- ------ ---- --. __---------,_ , vio m I ._ ._...__ -.._.._ 1 IIIC I , _, .. , c -- - - • _ �_____ _ ' — — ___ _ RR ii-i. ______ __ _______ _ __ tici. _ _______________ . __ . ... _____ ___ , i Li \ 1 — (E) BEAM, VERIFY- ' N-- C2 *5 t , - ,r / C TWO t, 1YP . � ; 1 EACH CORNER C - t ________ ...__.__________.. ____________ i__ _ © 1YP SECOND ' ,:4(11)6....___ Ik @ FLOOR I -- --t I -- TOP OF i \\,. p e f wt2x14 BEYOND - 2t'rer. , VERIFY IENCHT W/(E) f _ _ t` I i" BEYOND INDICATES ALIGN - — _ f c 1 / FLOOR EINE 1YP c2 b /0 . :__________ ._ ___ ______ Iii . et _..— _ c I W • I - - - - .'-- _ — — — , - - - ..4.11::-4" - - - — — — — - - - — — - - — - - - — - — _ — _ -- ------__— :I ---_ ri i 1 --, k 1 ta II fl ----.'*-- i (F) BFAM, VERIFY - k el - _- — 11 — 1 ' k _____ TUBE Ti TUBE C1�NNECTIQN >0 BE WELDED All AROJND ---- -----E/ - _ ---5 -_— - - __ _ I __ k 1 ------7 c2 OTE AIIGNEC AND VERIFY TO BE GELD WELDED M � +1 WHE E N f--� -- Si BEYOND - ----- k 1 i TYP b 1 _— EE i `,HFC! s — — .-_----- — , - -- - --- SECOND FLOOR ELEVATOR PLAN 03 (E) 77 (E) BEAM —/0 ` I (EEYONO I I BEYOND --�- '�-'�" I t - a I I 7 - '_ - -_._ _ f I .,II�I - - I- .- - i � ° 1 __ _-__ SHOP DRAWING STAMP THCRSON BAKER 8 Associates. Ir. _ -------------.__.--_.__.______-_---.__ ► I 3030 West Streetsboro Road Ri:hfield, 44288 (330)859.8888 l.,{� `-} (I) COLL�IN __ I •(4 Structural [] Mechanical ❑Electrical 0 Civil I HFY)ilii 1 Review N only ter General conformance of the submittal with information given I y�i -,-------- \�_ l end the dedpn concept evpreased in the Cortract Documents.Comments made 1Q ----- I during this review do no: relieve the Contractor from compliance with the lF� regwremente of those Contract Dd^.uments.the C_lntractor If tetpdne0DMo to, CI - •-1 ---- - confirming and correlating ail Quantities,dimensions,site conditions,Construction means, methods.sequences,procedures and the coordination of ell trades , 0 No Exception Taken See Notatl0nf __ __ _ _ - - .-- , • • 0 Relemed ]Revise and Resubmit i . 4..... �� 0 Returned without Review ❑Su0m11m Specified'tern r, uecerretl 2-' G.0ete: \ --C� _ --►-- -- f . _---- 111 Mr I �rthHpc�s hnlKt Ile. MASON BARER Pmlatr Ne -- �_ -- --_— —� __ 1 ( _._ ,: l: I ILD BOLTS 1 /2" 2' HILTY KWIK HL I II EXP ANC 3 1/2" ED _ 9'-ii. t-51. PAINT 9•-Ii" MATERIAL HOLES 1 DT FIRSTELECTRODES E 7OXX r - - .---, ---1*,. ROOR TOTAL WEIGHT -_ ---- NO DATE --DESCRIP110N NO DATE MSC"\V • �' DWG REF. SIR/ARCH REVISIONS i CB -- - �� INSTAFAB COMPANY" , INC. _TCI 1 ,�- - - - i 2424 EAST 2nd SI. VANCOUVER, WA 986b1 TEL.(360) 737-8235 <,�tr —� �- �, _ r Nt�f_hR DR _- OOMIRNCr NO TCP A -- --- l''.. EVATQR FLAN G �� --�\ L _ TCN I IL..._.— (I) 1 a _ .,, . �- . ;'- •;,, )J /31/05 .____ _ . _ J ,1 PROJECT. ABERCROMBiE Ac FI -_ - (EIEC LOCATION. TIGARD, OREGON OZ -- _ _ _ _ _ DATE '2/31/05' f' to --- - --._._ - _- - - --- - — - - l^ LEGIBILITY STRIP 2 4 5 o 3' � IF: 17 'Q 20 21 22 23 24 25 26 27 28 29 30 1. IIIIINIEIIIIIrjllIllMIIIIIII i 25 x rr ' 1 I r)1 ® C y t- cHOW CU;OZ [ ti 1I1 ' ' 1J.[ 1 oe is '. i • "qtr ':+'a :..R' �Y , ry u { 'y . / '• - • • • , BILL OF MATERIAL. _ ITEM NO TO SHIP TOTAL PC LENGTH REMARKS WEIGHT • NO SHIP MARK NO PCS MARK FT 14 ----.1 o'-oils„ if I"- , -f _____ _ o _ -iv. �/ 1 0 HOLE ---- --- yp \ 11 0 0 o N. `� • HSS33X33Xi TYP — -- --- • _ —. ,r ...1/4_17.4,___ %,, ‘111. ----'-- 9/16"fd'HOLE FOR 1/2" --------- 9 -7 jr2i1r, ci 116111P HIL1Y QUICK BOLT _ - -_-_- • i - W12X14 3/16 V - — - - ----- -----, C C BASE PLATE — -I a _ I_ - i 0 KWIK BOLT --, 161. 0 ND STUD WELD TO HSS • h t 1 II _ .___4_______ .......„....___ ..._. Ile ,„.. riP.5,16 > ' E L _t. , - M ____ r i 5/16 • —I: r-le ---t I C� HSS32X32xi TrP 4 + IM - — Ile (� n L6X3XI�, 6" LONG MI- �— I -- (F) SI Ni FOCI I ill G--G F F D D• T- —_- -- MI .. 6-- —.— • '.-•-.--....---' M Y. • • _—�—i cf KWIK BOLT ----1--- -� _ _-- - —_ _, __.. HSSy}X32X1 Tr III 11111 o --16X3XI (E) SECOND FLU(;I' -� L. \t_ Ict.„EE III R. 2E 1.11 al - 9/16• HOLE r— -,‘, C}0- ' ''-4 __..— . _ tri 0 444 1 • C. u, a J I TRQ STUD WELD TO IISS - i, ii" VI 1 A• iiA • �' L6X3XI.1 A --- —(E) CONCRETE `_S • U • II • — S i • y - HSS33X33X4 TYP -- - _• .7 1 • FILD BOLTS — -- --- PAINT 1 SHOP DRAWING STAMP MATERIAL THORSON BAKER 8 Associates,Uto.("-----..---------\.„„...-----..\ 3030 West Streetaboro Road Richfield,OH 44296 (330)659.6699 HOLES Structural if::Mechaniral ❑Elect.ical ❑Civil ELECTRODES E 7OXX _--- � :;!e �k Peview is e9ty for genecoMormance nt the tubmlttel with Information given ,..„,,,c, �(,t f t eno Ih^7esign cancPDl Dresr,4 m the Con1roc100tumentl.COmment4 medn TOTAL WEIGHT -- * DATE DESCRIPTION NO DATE DESCRIPTION V G l \ -,. i` , �� dcrinr This review d0 ,i01 r Zieve the Ccnttrattr from compliance with the �•••):5th reoulrpmtnts et those Contract Documents the Contractor b respensIble'or DW( REF. — — -- REVISIONS ��. r15, �` 'r ti r cntirminy ane correlating all OuanllHee,limen lone,flit condHion•,ConHruclion , meant, methods.seo.+ences.procedures and t e coordlnMlon of all trader v).r_ ,�,.,. � , �\��` ' \\\ E � C� nNoExceptlonTaken DSeeNotetlon•• INSTAFAB COMPANY , INC. Q Refected �levlae end aeiubmlt �'`��1. !7 Ratu►ned without Peview O SubrMt Speclfled Item 2424 LAS i 2nd ST. VA�JCUU'JLR, WA r.�8661 737-82358235 i ._.• '\1.)- \/‘)‘.` �J `= C� �..s t>I�.t.«►.12-. G-CEPolt 4-12-4)er__7�F" _-- DRAFTER DR co►r'RACI No `'''- � . .-1-- ,...... �"} '.,., �. fltMsrrnsheleNN• tMonsoNealilarro►te1Ne — -' PROJECT, ABERCROMBIE & FITCH 5/ .� , DAZE )2/29/05�^ .c �r r. �I CHECKED DR I1WING 110 • DATE 1219 05 LOCATION. TIGARD, OREGON f 03 4 ' 1!1 Ii1: 1IU N ( 1. , 1, I its I I I if -.L.01111,111 ..W+aWAp.-w.. , I ,NIMOr" I 9 3 I O I I I 1 2 ( I i I �ppl 4 f I I� ?_O 2'I!flll! llll{I, ,++ i Il ilii INI illi illi lilt till LIN NII Nihil! Illi {1N II t III Itlt ill, ,II III III{ 1111 f ILII I,f I "111 Illi I I •t+iptli 11n11 ''i"w ,, „ �" LEGIBILITY STRIP ' I � + ,� I a I5 18 I I I I �� 1"'`�Iff IiU1111 t I � E 1 22 21:1 24 2'" 2(''' 28 20 'a` I I, c a 2 5 X IbILIiiiiiilli aI,i.1.�tili1,it11.1 .411,14,1 �,1„WSJ.IiI( I,1, �U.i allitt, 11 1,ilii ,,l11, > (. •I.l4144.41,U.4 ` I 14 oa lb• t W w..-.. 1. `... - .p. `j/., Ahm e: r 15;.?'''?',�� < , a , ,. ,tel ,� o„a . � , ,�. _, .. , ,' .,, ., I'X4° f.�"i1”' v ,�e;'k'a4hd P1�116h.Y5i'44.f41pK,' .0 Nl� . ,r^N+,•tll� d�"ln�1r" 6'�+: �?� ">4wtb;' ',►kM+Nu�.�Eu .�.,*�. +t�4 a.:4xan-,rte ,. w. . ..•✓,.;. _. ..: . .... ... ,. . eMM14''!�n�9* °IG'Mh+'a5W�1l,Rar°'4�^'!MiNuM+w+,'V4t,ehir�c!Rif1��sFs,' 4 - , . ...�„ y • • ..\ . lk • H: w immempummmummiew (RR� • QQ) \RR) _ 30'-Olt Z I Q _o --- rim -- % --1 CM) LA i ------V\- _____ _ U. to pn• Cr 1 410 wit (,,__ ) \ j- i, 0 - 'L - -- • I L ________ i 1 , ...J - -- LT sei CIII3 1 .cr ln '^ w I JD p,r) I I a f. I (1) r (E) GRADE BEAMrill fic N Gemu° CD ig 17 ;t I _ LaJ rL_____ t J Z r 07 \ \ I C �, [- 11 1..._ • c..i) STORAGE PLATFORM lel (� a C ABOVE �� = t__ 1 ' 1 ----ii _____ M AHU-I 1... , I _________ ____ \.___ _____ ..!aer _I.__ ,...: . © _ . _ . r•C'' 11 i , / 47011 it4 1 a 1 * iii I 9111_7a fi 1 1 0-114-11 '-� ■ 5 =. w f 82.0 F 1 SIJ O _ C -]____ . _____ ' STORAGE �'�`� I ' PLATFORM __MP_. -- w I w 1.L.. w>.... i .....„:„ iiii L 1 I~ w t re o L I -� ' AHU-Z w Q Q 14,-. D AD 47011 > A • F ° Z -I I r in Z ° aiu w A C Il . . , A J I � ' ` 6Qu 0mom ' m ..„ I 1.. . 440 -�- r-- (E) GRADE BEAM — - - -- �-- ....... r- tr , \ , -- - 1 �l \\ f _ ____ _ _ ______ _ _ _ • . \ t ____ _. ______ ri Its ,., .._ MM. _ _____ —_ .____ _ • Mo 1 k r• �_ — 0 , PII \ .4_1661.44t„, . „„ • `C".$ l�7 > W. 0 \ \ I i r 411.19,0"7,000I C- HSSbxbx la1 , T • i 7 1 y I�. It-,firLii C W x6'-0" LONG, ``i }-- ° TYP, Lo p n L.i K'r Lo C II Ce io 0 o Z• 41 L I Q Trp. g jm L.,„cl- oM. 0J 52.2 EXISTING O f �Y SLAB ON GRADE�e / I - J 4,1 CV CO a) 1 1 - STORAGE PLATFORM rI) 1 -- ABOVE. ( i • I — �J�I ,I 0 AHU-1 Z 11-51 L 4470*I I L_--• I I rF IA: ( CC cr I fp (E) GRADE BEAM '— fg,ig PLATFORM 1 FRA1" I NG PLAN A -3OyF 1st FI_OOR (-11) LU 26.3. \ \ — - jL 7 wexlb (IL _ •— I i"-I'-o' >L� H \ - BELO►'V u - - �. / - EXISTING FLOUR SLAFF� �� !'� - NScIE.;2_ Q , _' TO BE REMOVED FOR 1 0 1 NEW ELEVATOR PIT I ® FLOOR CONSTRUCTION 3/4" FRT. APA RATED SHEATHING 5 rRUC'URAL I OVER 5/6" GYP. • / AND FOUNDATION. Q A FASTENED TO ALL SUPPORTING FRAMING f b" O.G. WITH No 6 FLAT HEAD SCREWS WITH Q ? r _ "" A MINIMUM HEAD DIAMETER OF 0.292". THE SCREWS SHALL BE OF SUFFICIENT LENGTH < Zw /''- - T �P2Js i rt TO PENETRATE THROUG+1 THE GOLD-FORMED STEEL FRAMING MEMBER BY AT LEAST CI u- 4_o (�, J / MECHANICAL --- t /// i �O \� COORDINATE LOCATION ? 0 �PLATFORM� I THREE EXPOSED THREADS i w O N • OF SUMP PIT W/ARCH. l_YI ® --� - �••� U f'"` ___.._..r ..— _ EL EV MFR / ` tcy, r t - SEE ARCH. FOR PLATFORM ELEVATION �- Q, �,� m ____.4..._,A—'4,,H"9" __a__ Lx. �77REMOVE PORTION OF EXIST. • i" 52 0 - ALIGN JOISTS WITH STUDS. a I Z e J° SLAB ON GRADE TO INSTALL �-`� - - g21 . ELEVATOR FOUNDATION. - I I DENOTES b"r,16GA. • 16" O.C. METAL STUD LOAD BEARING WALL (UNO, SEE PLAN) N / \ llLl �� - \,\ ! _ - I `-- _ W6xi6 Q 41) - (�-I DEN0TE5 3 "x16G,�. • Ib" O.C. METAL STUD LQAD BEARING WALL (UNO, SEE PLAN) 111 p E _it \ '� . ) BELOW 1 \r �\ . v �P - (� DENOTES 6"xtbGA. "ETAL JOIS?5 f Ib" O.0 Q p �„� a Sil ^ Q ('� ' ( g2 t /_ �\ - �J SEE Tl'PIaAL HEADER DETAIL ON SHEET 52.0. . 8I PARTIAL. FOUNDATION FLAN (__•_____II �. - — � DENOTES X-BRACE. Qj F, ILI �I -0 I - 5EE ARCHITECTURAL FOR LOCATION OF ALL FULL AND PARTIAL PARTITION WALLS. Q W /` ASN07E_aN,, C� u„ to• e - ALL OTHER WALLSSHALL BE CONSTRUCTEDOF3-S/S'x20GASTUDSfIb" O.G. (U.N.O.) a FL- C REO D. 1 1 �.. - EXISTING FLOOR CONSTRUCTION: 5" CONCRETE SLAB ON GRADE. -- -1 . aIIIIIIII - ALL STUDS TO NAVE BRIDGING f 4'-0" O.G. PER STUD MANUFACTURER REQUIREMENTS. b I x F4 `� - r-] DENOTES CONCRETE TOPPING SLAB (2" MIN.) WITH bxb-W1.4xWt.4 W.W.F. `� - SEE 1 FOR GENERAL NOTES. PR AID 1 4 .-l._ �, Lf / CLEAN TOP OF EXIST, SLAB AND APPLY BONDING AGENT. TOP OF SLAB �� fFs 3� \ - SEE S2.0 FOR TYPICAL DETAILS V� 0G�Nft r�01 -,..I, c* TO MATCH EXISTING INTERIOR SLAB. _ 11411 �\ DENOTES CONCRETE SLAB INFILL WITH bxb-W1.4xW1.4 H.H.F. MATCH / •�•1 T I EXIST. SLAB THICKNESS. I I - C -M DENOTES PARTITION BELCWV TO UNDERSIUt OF PLATFORM (SEE ARCH ) PROVIDE � CUNT. VERTICAL DEFLECTION TRACK CONNECTION TO PLATFORM AT ?'C^ OF WALL. y�(2 aE� (E) DENOTES LXIST INC. C �` �Q ° - SEE SHEET 50.1 FOR GENERAL NOTES. SON R.e� STORAGE PLATFORM ,� ii ABO\'E. I i C) ,,_ _ _ it__1 .1 _. [HI ' ri•II _ _. _ ____ .. , 1 • 05227- r I THORSON BAKER & Associates, Inc. fFT i Const Mlnq ['ghee 0 \/\--- 10.50 W. 51."at"boko Rood (330) BSB-8888 Pk. ` R.,h'4I ON, 44284 (1301 5'-0-FF,.. S10 iNINIMINOMEMIIIIIMNIIIIIIIIIMMEmiliMIRMINIMMIS r .: e _..."... _.. stoup , ('f', j+11II In )lull,,`i, ... Ia".p':�ar, R. •,'. .` .. �Y 1111 11 11 ,,i, ! •1i,,, I. is rrMYE y� Llstp ;{ 0� 2 6 4 g 8 7 Q IO 11 12 13 14 iF I , 19 19 20 21 22 23 24 25 26 2' 29 29 .:L'.,' '.- 3 06 I 4 ail t I O1 i'' .. MOwI ! t111J �11�14b1�lLlllll ! ! I ! t ! I. 1 ! • • ' ' 1.11.a.1J11. 1 44 0 1 , � ' 4.1 • y�yy�ly, yy 1 i • C ' ' 11• • \,,,,,,,,'., Y j .k_R> (QC)). • c)( I ! I , I 0 _ -_ 1 . H556x6x� " E W12 �—� ) \\....... ..tiii I ( )- -- — — — _--- — — —_ —._ j • OHIO 1 Li I 4.111 V. (.._.)-- .N, 4C b_______ 4 , 1 (E) W12 i 2 , I I CI"? u) U M is ONO I O p.c) .. , ___ );:: , , Ar.712, ... ,H , -, 03 \ (E) W2t H E) 1 . — -- ----�Z , 10.4 4_,!. :X_ - _ - o' .� . : W , I` I I z \ \ _- 146x111 _A z \tel/ t a I I r ; (E) W12 l_ 2 C� MO I! W K 1 STS EPL .'FORM I14::) I orb M I o < ' C.Ais— Ito • � v v J W9z18 •I - (E) 0412 3 v BOX BEAM T7P. SEE 5A WBxIS ^ ^ Ill^ TYPICAL 1�EADER DETAIL 1 - - 52.27 J N�.. %... CPQ 0 rr ON SHEET 52.0. • 404 4)1 ,i7; N) 1 N/C V.e g 4.1 i , d' 152.2 > f- F= o a c) �1 Li u _ cc 2w g�� A p (E) W12 0 n a ►�`i w W�t10 --- " z i- - 1- ----- m ' by 'T IN ! sZ.� x I ty SEE TTP BOX BEAM TO OC O Q U J N• COLUMN CONN 52 0 DETAIL N ~ _ '« (TYP.) ; ' t 1 (2) NEW STUDS rzlJ (E) 1421 (3) NEW STUDS ( ) W21 ' - i '' ....7.a>---=4;--- - II -- - - • • • i H . _ ... _____ :..... Q 1 9 , _i v; __, , . / , 0 I IF > e, 1 L-:\ - --- 1 I L.1 �— �, — — � wexle � ----- - �E) wt2 • ‹). 1/ 4/ 1fI �� STORAGE PLATFORM 4 4 4 ABOVE. O W ' I- �.; Wsxle - I I w 1 > p a • I 4.1 iy I ` VI ..• ,' 1 i „„. [ - i +Jr, \ 1 - W 3 11::: ..l• (n I �� -�_ I ~ W (7 Z Z r, i icz . i , 7-- , , , . ._ ' (v. -- \ 51M. 3 wexie *-7-.". J ♦ -- : (E� W2t I _ (E) w21 Y W9x16 (2) NEW STUDS H ® BELOW ( .. 0 A "Cr 1'.h Q 92Ei)-SEE I 1 SEE ARCH. �Q 41 C z C') I,,I • o Wi ARCA. (E) Wit O L.. LLtyr N .. W 1 v 1 � •1P - W (,� �-- l'I I N x • ir _ (N) W12x14 1c ui I CC il D \ _ ,� a• (N) WI2x14 (N) W953Tx3-x r- -- I _,, fi TYP: 0 id (n0 ® CL -13 10.13x18 �✓ xx W6z19 •m m �________�._._ --- -- - _-Z.--0 lit -Ft , 09 U 9 BELOW , --v I F- O C� f, ,r. �. w Q (E) 112 AND FLOOR SLAB a z 3 p U) � TO DF REMOVED FOR NEW I 1- W =(E) W12i_ _ z _ ELEVATOR OPENING SEE Vi cs x ARCH. FOR EXTENTS. . : NI UJ 521 OD .2 v W II� • PAS ni AL 2nd FLOOR FRAMING PLAN -�--- • (N) N9153�x3�x� I 52.1 N9gl>rn i t.J OPP. i J :y, y NAND 52.1 7.11 (N) bV12x14 IL it. XZW DOTES; I E9PROF 7 I e0 1 - EXISTING FLOOR CONSTRUCTION, 3" CONCRETE ON 2" METAL `�,� E,p�, x ; (E) 1412 DECK (5" TOTAL TI•IICKNESS) ( /kiIkC174I F /O { w , - (E) DENOTES EXISTING. thei) !� + SEE S►IEET 501 FOR GENERAL NOTES. �\ ATTACH 55 TO EXIST. BEAM 1t W/ l3x3x E/�GN SIDE. WELD TO - gOTESLOCATE 05TUJSAL E70ECDl.EAP EXISTING STUDS SEE 5S7U1 ECTION 10 %/ 0NoulAQON R BEAM WI N # FILLETS TYP. - PROVIDE ORIZONTAL 14993 I/2x3 !/2 AT ELEV. +12'-0" AND AT GlI1 \ _ I_" I -_� 2nd FLOOR LEVEL. COORDINATE FINAL L.00ATICN WITH ELEVATOR ft € 0 ■■ 527 " MANUFACTURER FOR RAIL SUPPORT . • I - PROVIDE HORIZONTAL 14553 I/2x3 1/2 AT ELEV, +12'-0" AND AT -- 2nd FLOOR LEVEL. COORDINATE FINAL LOCATION W!TI-I ELEVATOR THORSON BAKER & Associates, Inc. i - - Consulting Engineers NS56xbx \./ prchasld, Ohio 442954 "AI (T/STL..+17'-G1") v '030 Well St�x4428R Rood (]]0) 959--EBBE r. ' ]30) 959-8975 P,,. S11 1 • 010 LEGIBILITY STRIP C m Y• ., 0 m m Or 1 t m I 2 3 4 5 8 7 e () 10 I I 12 1'3 14 i8 17 18 1n 20 21 22 23 24 25 2E 2 / 2P 24 -40 •;w,lr� I ' ': .; I �,'Llt I1JJPt,.,1411�11,1,!I,l l�l,1.Lia tial • I I 114414444i, ' 3 0 X • • .: - . . . -w., .. :_. . „' .. '. ., z i .. '.,., 4 +iMF" ,•.v tt:..wMNnxa- r`.^Y r l:Ph. T:. rk..:>; x�,a..,:.;_ "f. .. .. _ v,. A ... t '... .. :. .- ,.,. 1. ., .. y.. .. .. ..- b,. ... f .,. •� ., .�.. ._. . �w 1 LkY Nv -l#:. ;,I.. „7 Y �'`.`"', % . .. � 44011t N > :t Y 1 1111144 Y a, • CCC"�".,. 9 • • • • • RR) (C?_12) (RRT .,) 1 1 + 714 o CD in CD CU) 7 \./\__ ____ -__ --_--__ . I 00 n \,.., \___ _tb .4.[4-- r { 101-4 .4. 1 c0 f11 i1 1 1 I - - 1 I ^ 4:::(______ _ _.... . ' ..,1. 1 - _. ___. in 1 4 1111 24' JDISTr II C11 — I ,., f — -1-4_1-E. .- -t o .- __-- E - T Z ,mic::) ›: 1 CCI ( ) 30 -JOIST GIRDER.€----... ---- -- _ i`c---.-, - 1 l�- — - ' --�� ( ) 30' JOIST GIRDER " Q C II I I T IR E I T I • ire I 1 - 0 iii z 4 I $ I ' 1 �� Q `�- \ .�Q 1 sz.s • J I I U a ' i i 04) m La- STORAGE I '`• b t I ; -' PLATFORM I x f gi""'" C:1) .) M di o 1 03) !_ I 'l I '�44 1 1 . _.. c ) - '�- \ ►] a,— I '. I ! . 1---" is–e) (e) 2,41' ..I_.. Cr ---------•--- f I w _ i ^ �, I I- 1 W ' U �` rI I p W o \ - ass' _� T - - _ .__ I _ _ t N - V ie > � f f f �. a , w A A u vEt m 1- k.9 1 TYP:l • •- .. , t, , --f-F-. �i 52Ell "-` �' ( ) 30" JOIST GIRDER , , ( 50" JOIST GIRDER ,,t CI a i I F�-T--w-- W ,�- ,� — U J—_____ ____ 1 d i- I I I I Q -�—E•� I I ' © 444 to AHU-J , • I + I I 7 470* I I l/ w 32.0 .1�__ _ - Ti I, - I I —— — K. I- I I < 0 ►.J • 1 i 1' I I I1-- :Ili I I + I c; I- �-- +4 t 1 I I (E) �4 J01 -- 1 1 _ _ STORAGE b - - - 1 ' i' Z o ILATFOR): I a m el __ . _ 1 tI , II -I I II ti Er ' — Lrt- I� II , I 1 —I i i I I i___ r " - ; Ir v _ _.—� 1 7 1 I I l I ( i I i x L÷_t_riir----------i-:-1 1 _ _ — _-----_T- ►1' r. --- - - ---T � -- --J I z _— - ------ -- I I f H I ` — htl I aa3 I - 4 o• I I I I - I I - - 1 -'- - - -. n ~ •'r I I ' r Q 3 • 1 1 I i - -- ___-1. O a ____� I I ' I �_ z cc cr WALL BELOW, C' -- I I III I TYP. I< W . i _F____.- —J� f I - - - - - I Ier �- I - - - - �E JJ . 4f.. -- \ —, - - c2i).* \ 1� -- - - - - - ---- - — ---------- -- r __- _ � ) 30" JOIST GIRDER • g .1] Tzv ' -VI- - J I I III! I I Q � _ , I HI ROOF FRAMING PLAN (_ -_ ) C.� tr. t I — 4.16. O r H H a"T-o" iZ w 0 N Z '- • 'r Q A• r'1 FRAI"11 PLAN A5OVF nd FLOOR - v v_t t i r NO �W ROOF CONSTRUCTION " FRT PLYWOOD ATTACHED TO META �'- < C? m "'I'-n" �� I I I I JOISTS WITH $10 TEK SCREWS • 6" O.C. �^ ^- Z •••,i ° 1_ __ _ ice; _ _ _ __ - <IC �/ "„If 1 I • • _ KCIfES_ — �— 7~� I • (N) NS53Zx31 Q • — • EXISTING ROOF CONSTRUCTION IB" METAL ROOF DECK ON STEEL CC c•D (0 (/) 0,R 7 i / I I I ( JOIST / JOIST GIRDERS W Z < 1i 0 fn - FLOOR CONSTRUCTION. 3/4" F.R.T. APA RATED 54-IEATNING STRUCTUP-AL I OVER 5/8" GYP. -I ` I Q I • C � \- -- - t�] -- FASTENED TO ALL SUPPORTING FRAMING • 6" O.G. WITH No. 8 "LAT HEAD SCREWS WITH 1 4 ' I -W�rlB m I - (E) DENOTES EXISTING 0 ar C / A MINIMUM HEAD DIAMETER OF O.2012" THE SCREWS SHALL BE OF SUFFICIENT LENGTH I I HO1ST " I Ar f-- - • a I SEE SHEET 50.1 FOR GENERAL NOTE.. 0 i \ TO PENETRATE THROUGH THE COLD-FORMED STEEL FRAMING MEMBER BY AT LEAST Il II U. 0 0 !Aw rNREE EXPOSED THREADS. I I 2221 it` I r I \LBEAM — - PRO`/IDE HORIZONTAL_ NS53 I/2x3 1/2 AT ELEV. +12'-0" AND AT 0 z (n 0 - SEEARCH. FORPLATFORM ELEVATION. �1I 7 i 2nd ,FLOOR LEVEL. RAIL NATE FINAL LOCATION WITH ELEVATOR (,} Cr z^ 1--- I \ © IT i1 I,I I �- MANUF:,CCURER FOR RAIL SIJPPCRT Q s: 3 ' - ALIGN JOISTS WITH STUDS. ®.. w i _ to - I II I 1 C")„ 1 CC co Q (' Q 4 1 �\ - L--J DENOTES 6"x18GA • 16" O.C.. METAL STUD LOAD BEARING WALL (UNO, SEE PLAN) -� �j I I I Q F- �' N ... _ __ _...-'-• - QI DENOTES 8"x16G.4. METAL JOISTS • 16" 0 I t h ld - - _ 6-' I ' — i 'Q y t-• i • Ito PRoff ` '_ 0 1--- J - 0 SEE T-YPIGA'_ HEADER DETAIL ON Sr•-IFFY 52.0. • 6 I i N tl1 1 -- 1 " „ I ELEVATOR FRt.iliNG - - -- 03 DENOTES A x14GA, METAL JOISTS • 12 O.C, __2� I i OCCURS BELOW V��GIN�F/O� - 94.0 1 — 1 _ _6 "X13 I I I ROC:F FRAMING r `� `� 1741 "P < _ DENOTES X-BRACE, `e I , I N , ,,1Ii� .o '"52.0 - ,N �1Q111L f 0 - -- 1 SEE ARGNI T EGTIJRAL FOR LOCATION OF ALL FULL AND PARTIAL PARTITION WALLS I I w ` STORAGE ( w N — 1 I n I I I PLATFORMS •- ALL OTHER WALLS SHALL BE CONSTRUCTED OF 3-5/8"tc20GA. STUDS • 16" O.C. (U N 0.) I I 1 r �� (27 (c/ II , ' I• -- ! - ALL STUDS TO NAVE BRIDGING • 41-0" O.G. PER STUD MANUFACTURER REQUIREMENTS. I 1 --I ' - - SEE SG.I FOR GENERAL NOTES. I I Ir“--11 I - -_ -� _ _ 05227 " - SEE 92.0 FOR TYPICAL DETAIL 3."e: .01 III i [_ i+ _lJ� _ L____ 11.E ■Y . 1 C) \‘ - .1 • I =D - t -..1 DENOTES PARTITION BELOW TO UNDERSIDE OF PLATFORM (SEE 4RCI.4.) PROVIDE _l. 1. THC°SON BAKER & Associates, Inc SHEET - CONT. VER i ICAL DEFLECTION TRACK CONNECTION TO PLATFORM AT TOP OF WALL. Co,*ulting Engineers /\ -._-_ ._-_.-.- _____ l:t, NM St"a iboro Hood •'.Id, Ohio ♦12tf1 33o e59-6175 a. I 1 (33C) 15D-1111 PC S 1 . t ." "`v,f�a,3.:.,li.:.^..��_.r4ti� ,�,. i1N��",�r«...,:.: ;;+ �..._._.... ...�.. �•• 1'1`--,- -..,•rr.-+,w.npn;r-__ -.-,-P'_..._ �.�,rr-e.a�.. _..... .,.... .-.. .-_....•_....._....._.-., __...-_ _..._..«_...__.._.._ . ........_,........,..,...._.....-...._.__.....•-...-,i..n.,...•,,.,,.».....•.,.....,.,,.�, . . .,...-.,....«...•......... ............ •.r.*wr.,.,._ ...,,.w.,nw+w.n«..nw'Mw.+mr*.,., .,_,.+,a ,. .� 'I - I-tl e ,r r ,..:1..r 11 i ',I1a;v;•.'cxrt'rti _' iht tJ-s ' :e:,x, -•, , .',�tc.r., f"ie�.'.,,�.: E„ f �,.�,�„ i t i 111!i!' �I Iilllill'IIIII ,..�, �,. :,.r,, r......,. �, - .. .. ,.. ". LEGIBILITY STRIP 4 g F a to 2 13 14 1, 17 la 19 20 21 22 23 �'- . r •r i 3 II ,� x , . . • 8 1 1 1 OI a _• o Y How e wa11a14.1111' +kY1 441 4�Jiiii,, 1.41441 1�1 I I.mill.l�.I.jx�,id 11I,Lluill1 ' �,� �' I - - , . 441)0. 1 , 't` ,, ) I t.. • , yyyy ,.., r I • 11 • • GENERA! -I �-�SPECIFICATIONS USE OF ADMIXTURES, ALL CONCRETE SHALL CONTAIN THE SPECIFIED WATER-REDUCING SEND ONE COPY OF REPORTS ON ALL REQUIRED LABORATORY TESTIFY, DIRECTLY TO THE ALL CONNECTIONS SHALL BE SCREWE:) OR WELDED POWDER DRIVEN FASTENERS ARE NOT ABBREVIATICMS ADMIXTURE, CONCRETE SLABS PLACED AT TEMPERATURES BELOW 50oF SHALL CONTAIN AN STRUCTURAL ENGINEER, TWO COPIES TO THE ARCHITECT, ONE COPY TO THE CONTRACTOR AND ACCEPTABLE FOR ANY STRUCTURAL APPLICATIONS •• ACCELERATOR WHEN INCREASED WORKABILITY OR PUMPABILITY, LOWER WATER-CEMENT ONE COPY TO THE CONCRETE SUPPLIER A COPY Of ALL TEST REPORTS SHALL BE IN THE A.B ANCHOR BOLTS /14RATIO AND NIGHER ULTIMATE AND/OR INITIAL STRENGTH ARE REQUIRED, SUPERPLASTICIZER ENGINEER'S OFFICE WITHIN A MINIMUM Of FIVE (5) WORKING DAYS FROM DATE OF 'EST OR WELDING: USE QUALIFIED WELDERS AND COMPLY WITH AWS DI.3 'STRUCTURAL WELDING AFF ----ABOVE FINISH FLOOR DESIGtY�g1MA MAY BE USED. AIR ENTRAINING ADMIXTURE SHALL BE USED WHERE REQUIRED TO ACHIEVE INSPECTION CODE - SHEET STEEL' ARCH ARCHITECTURAL I Ci • SPECIFIED AIR CONTENTS BR. - BASE PLATECi BUILDING CODE: 2003 IBC WITH THE STATE OF OREGON AMENDMENTS ACCEPTANCE OF STRUCTURE: IF 28-DAY TEST RESULTS DO NOT MEET REQUIREMENTS, THE MEMEFR WEB OPENINGS SHALL BE POSITIONED A MINIMUM OF 10' FROM CONNECTIONS BLDG. BUT.DINC� r.0 CONCRETE CONTAINING SUPERPLASTICIZER SHALL HAVE A MAXIMUM SLUMP OF 8' AFTER THE ENGINEER SHALL HAVE THE RIGHT TO ORDER A CHANGE IN MIX PROPORTIONS FOR REMAINING BLK. BLOCK I ADDITION OF SUPERPLASTICIZER AT THE TRUCK UNLESS OTHERWISE DIRECTED BY THE PORTIONS OF STRUCTURE. WE MAY REQUIRE CORE TESTS TO BE MADE AT CONTRACTOR'S ALL WELDS SHALL BE TOUGHED UP WITH A ZINC RICH PAINT BM. BEAM M -NAjDESICIN LIVE_WADS ENGINEER. THIS CONCRETE SHALL ARRIVE AT THE JOB SITE HAVING SLUMP BETWEEN 2 AND EXPENSE ANY SUCH TESTING SHALL BE DONE BY AN INDEPENDENT TESTING AGENCY BCIT BOTTOM p roll CX) G, 3', TO BE VERIFIED, AND THEN THE SUPERPLASTICIZER ADDED TO REACH APPROVED SLUMP ACCEPTABLE TO TWE ENGINEER AT HALL LOCATIONS WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT VERTICAL LOADS, A BRDG BRIDGING STORAGE PLATFORM 125 PSF LEVEL CONTINUOUS LOAD PATH SHALL BE PROVIDED TO SUPPORT THOSE LOADS TNR0.Kald THE BRG -BEARING d V • MECHANICAL PLATFORM 50 PSF ST1TUl2AL 5TH STRUCTURE INCLUSIVE OF THE FLOOR SYSTEM TO THE FOUNDATIONS TH15 MAY BE BTJ BOLTED TIE JOIST41.14 STAIRS 100 PSF CONCRETE PRODUCTION. GENERAL AS PER ACI 301, SECTION 4, ARTICLE 4.3, EXCEPT ACCOMPLISHED THROUGH THE USE OF BEAMS, HEADERS, BLOCKING, STIFFENERS OR OTHER GANT'L. CANTILEVER -'• Le• GROUND SNOW LOAD (Pg) 20 PSF AS NOTED DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE FOLLOWING. APPROPRIATE MEANS BASED ON LOCATION AND DETAILING CONSIDERATIONS C I P CAST-IN-PLACE _�`�,,�i LN �. L.,SNOW EXPOSURE FACTOR (CA) I 0 C J. CONTROL JOINT tvaimI ' SNOW IMPORTANCE FACTOR (I.) I 0 READY-MIXED CONCRETE USE FOR ALL WORK, EXCEPT THAT WHEN SMALL QUANTITIES (NOT AISC 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' FABRICATION TOLERANCES FABRICATE ASSEMBLIES LEVEL, PLUMB, AND TRUE TO LINE TO c. CENTERLINE . FLAT ROOF SNOW LOAD (Pf) 25 PSF OVER i/2 CUBIC YARD) ARE NEEDED FOR ISOLATED OR RELATIVELY UNIMPORTANT ITEMS. A MAXIMUM ALLOWABLE TOLERANCE VARIATION OF I/8 INCH IN 10 FEET (1:960) AND AS CLR CLEAR : TOTAL DESIGN ROOF SNOW LOAD 25 PSF (* DRIFTING) AISC 'SPECIFICATIONS FOR THE STRUCTURAL STEEL FOR BUILDINGS', INCLUDING, THE FOLLOWS CMu CONCRETE MASONRY UNIT PROVIDE 61 (t I%) AIR ENTRAINMENT IN ALL CONCRETE PERMANENTLY EXPOSED TO THE 'COMMENTARY' AND SUPPLEMENTS THERETO A5 ISSUED COL COLUMN LNit !') DESIGN HIND__EQAINS WEATHER AND SUBJECTED TO FREQE THAW CYCLES OR VULNERABLE TO DEICERS I SPACING SPACE INDIVIDUAL FRAMING MEMBERS NO MORE THAN PLUS OR MINUS 1/e GONG CONCRETE O AISC 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS' INCH (3 MM) FROM PLAN LOCATION CUMULATIUF ERROR SHALL NOT EXCEED MINIMUM CONSTR CONSTRUCTION M • BASIC WIND SPEED (3 SECOND GUST) 100 MPH NO TACK WELDING Of REINFORCING IN THE FIELD WILL BE PERMITTED APPROVED BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL. .JOINTS OF THE FASTENING REQUIREMENTS OF SHEATHING OR OILIER FINISHING MATERIALS CONT CONTINUOUS • EXPOSURE CATEGORY C ENGINEERING FOUNDATION DET CUBIC YARD (1) Na• O IMPORTANCE FACTOR (IN) I 0 MINIMUM AAP_SPLICE_AND ANCHORAGE DIMENSIONETAISEE 2 SQuARENESS FABRICATE EACH COLD-FORMED METAL FRAMING ASSEMB..Y TO A MAXIMUM DAG DIAGONAL • roll Z AWS DI I 'STRUCTURAL WELDING CODE' OUT-OF-SQUARE TOLERANCE OF I/6 INCH (3 MM) ♦ or DIA DIAMETER 0 • RELMARLIRARE 3000 PSI NORMAL WEIGHT CONCRETE, Fr - GRADE 6O, NON--COATED BARS QS.L? E1 ASTM A 6 'GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES INSTALL COLD-FORMED METAL FRAMING ACCORDING TO ASTM C 1007, UNLESSMORE STRINGENT DK DOUBLE ,101ST L.� ' TOP BARS OTHER BARS SWEETPILING AND BARS FOR STRUCTURAL USE' REQUIREMENTS ARE INDICATED DK_ DEAD }' L-IEICORT_1FI) E•I�_12NE INTERIOR ZONE D.L DEAD LOAD Z r 0-30 15 23 BAR SIZE LAP ANCHOR/ ,E BAR SIZE LAP ANCHORAGE THE DESIGN AND INSTALLATION OF TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMNS, BEAMS OR WALLS, INCLUDING '1A5ONRY DWG DRAINING NESSCD Gr $3 26' 22' *3 22' 17' BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OF THE WALE.+, ANCHOR ENDS OF STIFFENERS TO SUPPORTING STRUCTURE. EWLS r -I Q C� COMPONENTS AND CLADDING USE THE MOST STRINGENT HIND LOAD OBTAINED FROM CODE, 44 372' ' $4 2922STRICTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR THE DESIGN OF ALL EEAF EACH V EAGFACE ' UNDERWRITER CRITEINA (FACTORY MUTUAL, ETC ), AND THE PROJECT SPECIFICATIONS u5 47' 36' *5 36' 28' CONNECTIONS FOR TEMPORARY SUPPORTS, INCLUDING CONNECTIONS 10 THE STRUCTURE ARE INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM3 L6.: E J. EXPANSION JOINT CLADDING MANUFACTURER SHALL CONSIDER INCREASED PRESSURE COEFFICIENTS AT BUILDING *A 56' 4?' t16 43' 33' THE RESPONSIBILITY OF THE CONTRACTOR. THE DESIGN OF TEMPORARY SUPPORTS AND WHEREVER HALLS, PARTITIONS, CANOPIES AND SOFFITS ARE INDICATED TO SUPPORT CORNERS, EAVES, AND RAKES ;AADS NOTED IN GENERAL NOTES ARE OBTAINED FROM CODE *•' 81' 63' *7 63' 48' THEIR CONNECTIONS ARE NOT THE RESPONSIBILITY OF THE ENGINEER FIXTURES, EQUIPMENT, SERVICES, AND SIMILAR WORK WHERE TYPE OF SUPPLEMENTARY EL ELEVATION 0 W {,,I ELEV ELEVATOR I Z • a8 93' 72' 18 72' 55' SUPPORT 15 NOT OTHERWISE INDICATED, COMPLY WITH STUD MANUFACTURER'S E S. EACH SIDE 511`itSC STRUCTURAL STEEL: (W SHAPES) ASTM A942 (FY . 501E51) RECOMMENDATIONS AND INDUSTRY STANDARDS IN EACH CASE, CONSIDERING WEIGHT OR EQ EQUAL ;,...0 E • 4006 PSI NORMAL WEIGH' CONCRETE, Fy - GRADE 60, NON-COATED BARS (C SHAPES) ASTM A36 UNO LOADING RESULTING FROM ITEM SUPPORTED EQUIP EQUIPMENT = C SDS • 707 (PLATE, ANGLES) ASTM A36 UNO E.N. EACH WAY TOP BARS OTHER BARS INSTALLATION OF STUD SYSTEM SECURE STUDS TO RUNNER TRACKS BY EITHER WELDING OR EXP. EXPANSION Q • SDI 355 H55• (TUBULAR SHAPES) ASTM A500 GRADE B (FY•46 KSI) SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES UNLESS OT:�ERHISE NOTED ON (E) or EXIST-EXISTING Q. BAR SIZE LAP ANCHORAGE BAR SIZE IAP ANCHORAGE DRAWINGS SEAT STUDS COMPLETELY IN TRACK. EXT EXTERIOR = SEISMIC IMPORTANCE FACTOR 1.0 *3 24' 19' k3 19' 15' SHEAR CONNECTOR. HEADED STUD TYPE, ASTM-A IOe, GRADE 1015 OR 1020, COLD FINISHED F/BLDG FACE OF BUILDING U SEISMIC USE GROUP I *4 33' 25' $4 25' 19' CARBON STEEL, WITH DIMENSIONS COMPLYING WITH AISC SPECIFICATIONS I FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, WITH SEPARATE STUDS, DO F/CONC FACE OF CONCRETEICJ - SEISMIC DESIGN CATEGORY D *5 41' 31' *5 31' 24' NOT BRIDGE THE JOINT WITH COMPONENTS OF STUD SYTEM. F D FLOOR DR/,IN h- SEISMIC SITE CLASS C Lib 49' 37' *6 37' 24' SURFACE PREPARATION. AFTER INSPECTION AND BEFORE SHIPPING, CLEAN STEELWORK TO FIN. F NISH• 4' BASIC SEISMIC FORCE RESISTANCE SYSTEM ORDINARY STEEL CONCENTRICALLY BRACED FRAMES *7 71° 54' *7 54° 42' BE PAINTED REMOVE LOOSE RUST, LOOSE MILL SCALE, AND SPATTER, SLAG OR FLUX 2 INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM, SPACED AT NOT MORE THAN 4'-6' FFLANGE pro)ANALYSIS PROCEDURES EQUIVALENT LATERAL FORCE METHOD se 81' 62' *8 62' 48' DEPOSITS CLEAN STEEL IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL O C WELD AT EACH INTERSECT:ON F R FLANGp • DESIGN BASE 544EAR (K) (STRENGTH) (SSPC) AS FOLLOWS: F.S. - FAR SIDE OR 'I n, WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LAP DIMENSION OF THE SMALLER BAR 3 INSTALL TEMPORARY BRACING AND SUPPORTS TO SECURE FRAMING AND SUPPORT LOADS FOOTING STEP (0 E$p,1, OR THE ANCHORAGE DIMENSION OF THE LARGER BAR CSE WHICHEVER DIMENSION IS I ALL STEEL 5P3 POWER TOOL CLEANED COMPARABLE IN INTENSITY TO Ti-OSE FOR WHICH STRICTURE HAS DESIGNED FT < FEET • LARGER MAINTAIN BRACES AND SUPPORTS IN PLACE, UNDISTURBED, UNTIL ENTIRE INTEGRATED GAG. GNG F THE STRUCTURAL MODIFICATIONS ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WHITE OR LIGHT GREY TO PROVIDE DRY SUPPORTING STRUCTURE HAS BEEN COMPLETED AND PERMANENT CONNECTIONS TO • THE MODIFICATIONS ARE FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S net'!i_ LOV RE CER OR FREINFO • RCING FILM THICKNESS OF NOT LESS THAN 1.0 MIL; ASPHALTIC FAINTS ARE NOT ACCEPTABLE FRAMING ARE SECURED G B GRADE BEAD RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE G C GENERAL CONTRACTOR SAFETY OF THE CONSTRUCTION PERSONNEL, BUILDING, AND ITS COMPONENT PARTS DURING CONCRETE REINFORCING SHALL BE PLACED PER THE TOLERANCES OF ACI 117 AND ACI 318 ALL COLUMN BASE PLATES SHALL HAVE A MINIMUM OF FOUR EXPANSION ANCHORS 4 ALIGN STUDS VEER/NEE-EY WHERE WALL-FRAMING CONTINUITY IS INTERRUPTED BY GALV GALVANIZED ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, REG/RDING MINIMUM COVER FLOOR FRAMING WHERE STUDS CANNOT BE ALIGNED, CONTINUOUSLY REINFORCE TRACKNORIZ HD'D NEADEDT , ETC. THAT MAY BE NECESSARY FEUL PROTECTION SUPPORT FROM PERIMETER COLUMNS AISC STANDARD DOUBLE ANGLE CONNECTIONS SHALL BE USED FOR ALL CONNECTIONS NOT TO TRANSFER LOADS IIF IFNNSIDE FACE • 5HALL BE PROVIDED IN ACCORDANCE WITH 0514A REQUIREMENTS AS REQUIRED SL'CH LOCATION MINIMUM COVER* OTHERWISE DETAILED WHERE THE REACTIONS OF BEAMS AND GIRDERS ARE NOT SHOWN, INT INTERIOR • MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT CONNECTIONS SHALL. BE DESIGNED TO SUPPORT THE MAXIMUM ALLOWABLE UNIFORM LOAD PER 5 ALIGN FLOOR AND ROOF FRAMING OVER WALL STUDS WHERE FRAMING CANNOT BE J/B JOIST BEARING FOOTINGS CAST AGAINST 3' AISC LOAD TABLE FOR THE GIVEN BEAM SIZE AND SPAN ALIGNED, CONTINUOUSLY REINFOR':E TRACK TO TRANSFER LOADS JST. JOIST > THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION FOR THE PROJECT IN A MANNER AND 1 PERMANENTLY EXPOSED TO EARTH „� SEQUENCE TWAT ARE BASED ON ACCEPTED INDUSTRY STANDARDS THAT RECIY.NIZE THE ALL NIGH STRENGTH BOLTS SHOULD BE MANUFACTURED IN THE UNITED STATES 6 INSTALL HEADERS OVER WALL OPENINGS HIDER THAN STUD SPACING LOCATE HEADERS k KIPN7 wLu > INTERACTION OF THE COMPONENTS THAT COMPR'.SE THE STRUCTURE, WITHOUT CAUSING SLABS ON GRADE 1/3 SLAB THICKNESS FROM TOP OF SLA'.3 ABOVE OPENINGS AS INDICATED FABRICATE HEADERS OF COMPOUND SHAPES L.L. LIVE LOAD E U a DISTRESS, UNANTICIPATED MOVEMENTS OR IRREGULAR LOAD PATHS AS A RESULT OF THF- FIELD CONNECTIONS SHALL BE BOLTED, BEARING TYPE UNLESS NOTED OTHERWISE USING INDICATED OF. REQUIRED TO TRANSFER LOAD TO SUPPORTING STUDS, COMPLETE WITH NUN) LONG LEG HORIZONTAL R) rY A CONSTRUCTION MEANS AND METHODS EMPLOYED WALLS INTERIOR FACE 3/4' 3/4' HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 ONE SIDED CONNECTIONS ARE NOT CLIP-ANGLE CONNECTORS, WEB STIFFENERS, OR GUSSET PLATES (LUV) LONG LEG VERTICAL LU a n w WALLS EXTERIOR FACE $5 AND SMALLER 1-1/2' PERMITTED UNLESS DETAILED ON DRAW'NGS LW LONG WA" --' DETAILS LABELED 'TYPICAL DETAI S' ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON 446 AND LARGER 2' A FRAME HALL OPENINGS WITH NOT LESS THAN A DOUBLE STUD AT EACH JAMB OF MA5 MAa "IR" n Z V THE PROJECT THAT ARE THE SAM,: OR SIMILAR TO THOSE S1•`F.CIFICALLY DETAILED SUCH ALL CONNECTIONS TO TUBES SHALL USE TIIRU PLATES UNLESS NOTED OTHERWISE. FRAME AS INDICATED ON SHOP DRAWINGS MC MOMENT CONNECTION Z --I $ b OC DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED Ar EACH LOCATION. NOTIFY WIRE BAR SUPPORTS SHALL BE FURNISHED FOR ALL REINFORCING WITHIN SLABS, INCLUSIVE MECH. MECHANICAL ENGINEER OF CONFLICTS REGARDING APPLICABILITY OF 'TYPICAL DETAILS'. OF WELDED NIKE FABRIC. BOTTOM BARS IN SLABS ON GRADE MAY BE SUPPORTED BY OTHER ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH THE LATEST B INSTALL RUNNER TRACKS AND JACK STUDS ABOVE AND BELOW WALL OPENINGS MFR MANUFACTURER 1 t- on g ' SUITABLE SUPPORTS REINFORCING SHALL BE PROPERLY POSITIONED PRIOR. TO CONCRETE AWB S SPECIFICATIONS ANCHOR TRACKS TO JAMB STUDS WITH CLIP ANGLES OR ' WELDING, AND SPACE MMET TL - AL } ' ' I I THE EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS WERE I•.'.=.' ' .IPON EXISTING PLACEMENT AND MAY NOT BE RE-POSITIONED ONCE CONCRETE OPERATIONS HAVE BEGUN JACK STUDS SAME AS FULL-HEIGHT HAIL STUDS SN) NEW + La 1 u ' DRAWINGS PREPARED BY DLR GROUP DATED 03/II/05 THE CON,'<.'.:.1-')R 15 RESPONSIBLE WIRE BAR AND OTHER TYPES OF SUPPORTS 5HALL BE IN ACCORDANCE WITH THE CONCRETE WORK THESE DRAWINGS r .H ARCHITECTURAL DRAWINGS FOR NAILER HOLES AND NIC) NOT IN CONTRACT to �- 0 I FOR FIELD VERIFYING ALL ENSTING CONDITIONS. ANY DISCREPANT' L_' •RE TO BE REINFORCING STEEL INSTITUTE. MANUAL OF STANDARD PRACTICE ARCHITECTURAL CLEARANCES 7 FIELD PAINTING: 701iCH-UP GALVANIZED SURFACES DAMAGED DURING HANDLING AND N 5 NEAR SIDE 41IMMEDIATELY REPORTED TO TILE ENGINEER AND ARCH;TECT, PRIOR 'ROC:EED,NG WITH ANY INSTALLATION, USING GALVANIZING REPAIR PAINT NTS NOT TO SCALE w OF THE WORK IN QUESTION FILLING-IN FILL-IN HOLES AND OPENINGS LEFT IN CONCRETE STRUCTURES FOP. PASSAGE GENERAL CONTRACTOR SHALL VERIFY ALL MECHANICAL UNIT WEIGHTS AND LOCATIONS WITH O.0 ON CENTER is I • OF WORK BY OTHER TRADES, UNLESS OTHERWISE SHOWN OR DIRECTED, AFTER WORK OF OILIER MECHANICAL CONTRACTOR AND VENDOR'S DRAWINGS FOR ACTUAL MECHANICAL UNIT 8 CONTRACTOR SHALL COORDINATE INSTALLATION OF EDGE ANGLES WITH STEEL ERECTION O.F OUTSIDE FACE Cx� WORK THESE DRAWINGS W 1-N ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS TRADES IS IN PLACE MIX, PLACE AND CURE CONCRETE AS HEREIN SPECIFIED, TO BLEND PURCHASED AND METAL STUD CONTRACTOR TO ENSURE PROPER ALIGNMENT OF ANGLES FOR METAL 0/0 OUT TO OU' WITH IN-PLACE CONSTRUCTION PROVIDE OTHER MISCELLANEOUS CONCRETE FILLING SHOWN STUD INSTALLATION OPP OPPOSITE e, • ALL TESTING AND INSPECTION SPECIFIED IN THESE NOTES SHALL BE PAID BY THE OWNER OR REQUIRED TO COMPLETE WORK FIELD VERIFY ALL CONDITIONS AT THE EXISTING CONSTRUCTION BEFORE FABRICATION PC PRECAST CONCRETE . 9 GALVANIZING REPAIRS. PREPARE AND REPAIR DAMAGED GALVANIZED COATINGS ON PLATE q • C�GKEIE GROUT BASE PLATES AND FOUNDATIONS AS INDICATED, USING SPECIFIED NON•-METALLIC NON- LEVEL AND PLUMB INDIVIDUAL MEMBERS OF STRUCTURE WITHIN SPECIFIED AISC FABRICATED AND INSTALLED COLD-FORMED METAL FRAMING WITH GALVANIZED REPAIR PUGS PLACES P.5.F POUNDS/SQUARE FOOT -' ' SHRINK GROUT. TOLERANCES FOR BEAMS WHICH SUPPORT STEEL JOISTS, MAINTAIN SUCH TOLERANCES AS PAINT ACCORDING TO ASTM A 780 AND MANUFACTURER'S WRITTEN INSTRUCTIONS Cti -E ALL CONCRETE CONSTRUCTION SNA!_L CONFORM TO ACI 301, 'SPECIFICATIONS FOR P.5 I. POUNDS/50UARE INCH • WILL ASSURE SPECIFIED MINIMUM JOIST BEARING TOLERANCES SHALL NOT BE RAD RADIUS STRUCTURAL CONCRETE' AND AC? 302, 305 AND 306 UNLESS NOTED OTHERWISE FOR THE FORMWORK FOR STRUCTURAL ELEMENTS SHALL NOT BE REMOVED UNTIL CONCRETE WAS REACHED ACCUMULATIVE TEMPERATURE CORRECTION SHALL BE APPLIED SO THAT THE STRUCTURE 10 ?OUCH-UP PAINTING' WIRE BRUSH, CLEAN, AND PAINT SCARRED AREAS, WELDS, AND R,D. ROOF DRAINO YEAR REFERENCED IN THE BUILDING CODE NOTED 75% OF ITS DESIGN STRENGTH HILL BE PLUMB ANL) WILL WAVE CLEARANCES SPECIFIED AT 7L DEGREES F RUST SPATS ON EARRICATED AND INSTALLED PRIME-PAINTED, COLD-FORMED METALREINF R OR IC NG CR w • '' FRAMING. PAINT FRAM'NG SURFACES WITN SAME TYPE OF SHOP PAINT USED ON READ REQUIRED ? EE ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, UNLE5S OTHERWISE COLD WEATHER PLACING COMPLY WITH ACI 306 5TEEL.1.1A1B5 ADJACENT SURFACES RET. RETAININGLJ •'• NOTED, SHALL CONFORM TO AC1 318, 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL �'. . CONCRETE' ACI 117, AND THE LATEST ACI DETAILING MANUAL 140T WEATHER PLACING COMPLY WITH AO 305. ALL STAIR LANDINGS, STAIRS AND STAIR SUPPORTS TO BE DESIGNED B`' STAIR QUALITY ASSURANCE SECT. SECTION • I.. SIM. SIMILAR TO ,. . MANUFACTURER. SUPPLY DESIGN CALCULATIONS AND DRAWINGS STAMPED BY AN ENGINEER 5.0.G SLAB ON GRADE I T I CEMENTS- ALL CEMENTS USED SHOUTS BE PORTLAND CEMENTS CANFORMItC TO ASTM 0150, FaXEREERILLSN REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED TO THE STRUCTURAL ENGINEER TESTING OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM epi -SPACES TYPE I OR I I UNLESS OTHERWISE ACCEPTABLE TO THE ENGINEER TYPES IA AND IP FOR REVIEW. LIVE LOAD - TOO PSF STAIR MANLIFACTURER SHALL PROVIDE ALL POSTS, FIELD QUALITY-CONTROL TESTING SO, SQUARE ARE NOT ACCEPTABLE. USE ONE BRAND OF CEMENT THROUGHOUT PROJECT INTERIOR FLOOR SLABS. MACHINE TROWEL UNO. BRACKETS, HANGERS, ETC TO SUPPORT STAIRS HANGERS AND POSTS SHALL BE LOCATED STIFF. •-STIFFENER IN PARTITION WALLS POSTS OR HANGERS SHALL LOAD THE STRUCTURE CONCENTRICALLY FIELD AND SHOP WELDS HILL BE SUBJECT TO INSPECTION AND TESTING STL. STEE.. CIN FLYASH 5HA.L CONFORM TO ASTM 0618 TYPE C OR F AND SHALL BE PERMITTED TO BE USED PROVIDE ACI 'CLASS A' TOLERANCE, I/8 INCH VARIATION IN 10 FEET, MEASURED WITH A STRXT STRUCTURAL 1••- I H•r AS A SUBSTITUTE OF UP TO 20% OF THE PORTLAND CEMENT. IF USED, THE MIX DESIGN STRAIGEDGE LAID IN ANY DIRECTION. %MMInALR TESTING AGENCY WILL REPORT TEST RESULTS PROMPTLY AND IN WRITING TO CONTRACTOR SW SNORT NAY n ` '' SUBMITTALS 5HALL WAVE TESTS USING THE SAME AMOUNT OF FL_YASH THE CONTRACTOR'S AND ARCHITECT SVM SYMMETRICAL w I-- SCHEDULE SHALL ACCOUNT FOR THE USE OF FLYASH. CONTROL. JOINTS IN SLABS ON GRADE: CONTROL JOINTS IN SLABS ON GRADE SHALL BE SUBMIT SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A REGISTERED STRUCTURAL T/ TOP OF ,-- 0 0 •• PROVIDED AT THE LOCATIONS INDICATED ON THE DRAWINGS JOINTS SHALL BE MADE BY ENGINEER, INCLUDING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY REMOVE AND REPLACE PCO PORK TWAT DOES NOT MPLY 1.1111-4T SPECED REQUIRET'IENTA. TYP TYPICAL C) LY ' NORMAL WEIGHT AGGREGATE: ASTM CNA FROM A SINGLE SOURCE. SAN CUTTING 0 TO 2 HOURS AFTER THE FINAL FINISH AT EACH JOINT LOi'ATION USING THE OF STRUTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS INCLUDE DETAILS OF CUTS, LINO UNLESS NOTED OTHERN_L I.- 0 Q EARLY-ENTRY DRY-CUT PROCESS PER ACI 302 IR. JOINT DEPTH SHALT. BE PER DRAWING CONNECTIONS, CAMBER, HOLES, AND OTHER PERTINENT DATA ADDITIONAL TESTING AND INSPECTING, A' CONTRACTOR'S EXPENSE, HILL. BE PERFORMED TO VERT.---- VERTICAL wi CI • ` AIR-ENTRAINING ADMIXTURE: ASTM C260. DETAIL. THE SAW SHALL USE A DIAMOND-IMPREGNATED BLADE AND EMPLOY THE USE OF A DETERMINE COMPLIANCE OF CORRECTED WORK W TH SPECIFIED REQUIREMENTS W.P. WORK POINT N C Z 0 - i SKID PLATE TO PREVENT SPALLING AND RAVELING OF TILE SLAB. APPROVED SUPPLIER- INDICATE WELDS BY STANDARD AWS SYMBOLS AND SNOW SIZE, LENGTH, AND TYPE OF EACH W.W.F. -- WELDED WIRE FABRIC to w HATER-REDUCING ADMIXTURE ASTM 0441, TYPE A, CONTAINING NOT MORE THAN 0.11 FF-CUT INTERNATIONAL OR EQUAL WELD PROVIDE SETTING DRAWINGS, TEMPLATES AND DIRECTIONS FOR INSTALLATION OF SP..ECLA�1NSPE.G21O! W/ WITH a m 50 x CI- ORIDE IONS ANCHOR BOLTS AND OILIER ANCHORAGES TO BE INSTALLED BY OTHERS PROVIDE . L' LURING CALCULITIONS USED FOR DESIGNING CONNECTIONS SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY HIGH-RANGE HATER-REDUCING ADMIXTURE (SUPER PLAST ICIZER)I ASTM C441, TYPE F OR THE DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE CV §,' G, CONTAINING NOT MORE THAN 011 alLORIDf IONS CURING ,DO/MPOUND SHALL BE PROVIDED AS PRESCRIBED ON ARCHITECTURAL DRAWINGS BASED SHOP DRAWINGS SHALL- INDICATE THE DATE OF THE STRUCTURAL DRAWINGS THAT WERE USED OWNER OR HIS AUTHORIZED AGENT FRCP' REQUESTING THE PERIODIC AND CALLED N. ON FLOOR USE. COORDINATE FOR COMPATIBILITY OF FINISH MATERIAL. TO PREPARE THE SHOP DRAWINGS INSPECTIONS REQUIRED BY THE BUILDING CODE SPECIAL INSPECTION SHALL BE PAID BY (f) • HATER-REDUCING, NON-CHLORIDE A:.CELERATING ADMIXTURE. ASTM C4°4 TTi'E E, THE OWNER CONTAINING 'TOT MORE THAN 0.11 G LORI DE IONS MOISTURE-RETAINING SWEET MATERIAL MEETING ASTM G171 MAY BE USED SHOP URAHINO, SUBMITTALS SHALL CONSIST OF A DIRECT READING TRANSPARENCY =TICS 2 PRINTS OF EACH DRAWING REQUIRED. SPECIAL INSP TIONS / x E WATER-REDUCING, RETARDING ADMIXTURASTM CA44, TYPE D, CONTAINING NOT MORE MAINTAIN INITIAL CURING FOR 12 HOURS AFTER FINISHING, 24 HOURS FOR AIR t U • THAN 0 11 CHLORIDE IONS TEMPERATURE OF 75 DEGREES F AND ABOVE QUALII-A552URANCL IN ADDITION TO AHE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE i,. CERTIFICATION. UPON ENGINEER'S REQUEST, PROVIDE ADMIXTURE MANUFACI:IRER'SSPECIAL INSPECTION IN ACCORDANCE WITN THE BUILDING CODE Sl�'11IIAL5 TEST REPORTS SUBMIT COPIES O REPORTS OF TESTS CONDUCTED ON SHOP AND FIELD t WRITTEN CERTIFICATION THAT CHLORIDE ION CONTENT COMPLIES WITH SPECIF IED BOLTED AND WELDED CONNECTIONS INCLUDE DATA ON TYPES OF TESTS CONDUCTED AND % 1/4 REQUIREMENTS PRODUCT DATA- SUBMIT DATA FOR PROPRIETARY MATERIALS AND ITEMS INCLUDING TEST RESULTS STRUCTURAL. CONCRETE OVER 2,500 PSI / . Ca• .ADMIXTURES, PATCHING COMPOUNDS, WATERSTOPS, JOINT SYSTEMS, CURING COMPOUNDS, Q Z • x CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.11 CHL OR'DE IONS ARE NOT F'NISH MATERIALS, AND OTHERS AS REQUESTED BY ARCHITECT/ENGINEER AN INDEPENDENT TESTING AND INSPECTION AGENCY SHALL BE ENGAGED TO INSPECT HIr,H- 2. STRUCTURAL STEEL FABRICATION O 3 HL PERMITTED. STRENGTH BOLTED CONNECTIONS AND WELDED CONNECTIONS AND TO PERFORM TESTS AND ER SP DRAw1NG5/REINFORCEEIENT SEE ACI 301, SECTION 3.1. DETAILING SHALL CONFORM PREPARE TEST REPORTS. TESTING AGENCY SHALL CONDUCT AND INTERPRET TESTS AND 3 FIELD WELDING aI:O REINFORCING BARS SHALL CONFORM TO ASTS, GRADE 60. '*O ACI 315-99 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT' STATE IN EACH REPORT WHETHER TEST SPECIMENS COMPLY WITH REQUIREMENTS, NOTING ANY 0M MI LU DEVIATIONS THEREFROM. 4 1-11G4-1 STRENGTH BOLTS ' CURING COMPOUND LIQUID MEMBRANE-FORMING TYPE (SODIUM SILICATE TYPE NOT SHOP DRAWINGS SUBMITTALS SHALL CONSIST OF A DIRECT NEARING TRANSPARENCY PLUS 2Cr L APPROVED) MEETING ALL REQUIREMENTS OF ASTM 0309, TYPE I-D CLEAR OR TRANSLUCENT, PRINTS OF EACH DRAWING CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK WHICH INSPECTION AND LABORATORY SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE < c` •1 HAVING A FUGITIVE DYE TO FACILITATE VISUAL CHECK OF COVERAGE. USE OF TYPE 2 TEST REPORTS HAVE INDICATED TO BE NOT IN COMPLIANCE WITH REQUIREMENTS PERFORM AND SHALL PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTLINED IN THE BUILDING .J D P t, WHITE PIGMENTED TYPE IS RECOMMENDED DURING ITOT WEATHER. MIX DESIGN' SUBMIT MIX. DESIGNS FOR EACH CONCRETE MIX ,OR THE PROJECT PER ADDITIONAL TESTS, AT CONTRACTOR'S EXPENSE, AS MAR BE NECESSARY TO RECONFIRM ANY CODE J 0 CHAPTER 5 OF ACI 3:8, 11IX DESIGNS SHALL INCLUDE ALL BACK UP MATERIAL WITH NON-COMPLIANCE OF 'ORIGINAL WORK, AND AS MAY BE NECESSARY TO SHOW COMPLIANCE OF MOISTURE-RETAINING SHEET MATERIALS- ANY OF THE TYPES LISTED IN AND MEETING COMPRESSIVE STRENNTLI BREAKS BASED ON FIELD EXPERIENCE OR BREAKS FROM A TRIAL MIX CORRECTED WORK J C!: • REQUIREMENTS OF ASTM 0171. HATERPROOF PAPER, 4 MIL (.004') POLYETHYLENE FILM, PER CHAPTER 5. - WHITE BURLAP/POLYETHYLENE SHEET Ch ci FIELD BOLTED CONNECTIONS INSPECT IN ACC 'RDANCE W17N AISC SPECIFICATIONS I LA. • QUALE r.,A UEANCE CHECK AT LEAST ONE BOLT ON EVERY GONNE.. .'ION. NON-SLIP CRITICAL BOLTS TIGHTENED 1._ I LU O n _ SEALING MATERIALS: FOR LAPS IN SWEET COVERING, PROVIDE PRESSURE SENSITIVE TAPE; TO A SNUG FIT CONDITION ONLY REQUIRE A VISUAL INSPECTION. SLIP CRITICAL BOLTS U Cr- I- NON-STAINING MASTIC, OR OTHER EFFECTIVE ADHESIVE RECOMMENDED BY COVERING MOLD AND CURE THREE SPECIMENS (CYLINDERS) IN ACCORDANCE' WITH ASTEI CAL THREE REQUIRE A TURN OF THE NUT OR CALIBRATED WRENCH METHOD INSPECTION p,_cr) Q " MANUFACTURER. SPECIMENS CONSTITUTE A STRENGTH TEST. TEST ONE CYLINDER AT 7 DAYS AND 2 AT 28 y'' Oa/ r 'C Q1 ©F5 a" D Z m DAYS. ACCEPTANCE OF :STRICTURE WILL BE BASED ON RESULTS OF 28-DAY 'TESTS. SHOP AND FIELD WELDING. INSPECT AND TEST DURING FABRICATION AND/OR ERECTION OF •'u: WATERSTOPS CONDUCT PROVIDE FLAT, DUMBBELL TYPE OR CENTERBULB TYPE NATERSTOPS AT STRUCTURAL STEEL CERTIFY WELDERS AND INSPECTIONS AND TESTS AS I Z CONSTRUCTION JOINTS AND OTHER JOINTS AS INDICATED, SIZED TO SUIT JOINTS, EITHER OBTAIN Al LEAST ONE SET OF CYLINDERS FOR EACH 100 CUBIC YARDS OR FRACTION REQURIED. RECORD TYPES AND LOCATIONC. OF DEFECTS FOUND IN WORK. RECORD WORK f(L v,i " N (n Q Z RUBBER, CORPS OF ENGINEERS (CE) CRD-C 513, OR POLVINYL CHLORIDE (PVC) CE CRD- THEREOF, OF EACH CONCRETE MIXTURE PLACED IN ANY ONE. DAY, REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES PERFORM VISUAL INSPECTION OF `- (r) "" C, 572 AIR CONTENT: ALL. WELDS, AND PERFORM ULTRASONIC TESTS OF FULL. PENETRATIC,N I-laDs IN ACCORDANCE `�'' wJ W Z Qa -' WITHASTME164 < m 0 3+ r PREMOLDED JOINT FILLER FOR USE IN EXPANSION OR ISOLATION JOINTS SIZE 1/2' f- Q THICK X FULL DEPTLI CT SLAB; EITHER ASTM D 1751 OR D 1752, AND COMPATIBLE1WITN DETERMINE AIR CONTENT OF CONCRETE FOR EAC.I STRENGTH TEST BY EITHER THE PRESSURE COLD FORMED METAL FRA[ CrT'YOFTIGARD4-4*,, . 0 0 • 0 E tYPE OF JOINT SEALANT USED METHOD (ASTM 0231) OR THE VOLUMETRIC ME?I-IOD (ASTT1 CI73). THE "CHASE" AIR A INDICATOR SHALL NOT BE USED. ALL COLD-FORMED FRAMING SHALL BE DESIGNED IN ACCORDANCE KITH AMERICAN IRON AND C„ e1� 4..' 1LU rx �_ (1) 0 MOISTURE BARRIER: POLYETHYLENE SHEET NOT LESS THAN 6 MILS THICK WHICH COMPLIES STEEL INSTITUTE (AISI) COLD FORMED STEEL DESIGN MANUAL, 1496 Cr ee Letter Folk)* � �' r �- �,, WITS ASTM E1745, CLASS C. A MINIMUM OF ONE AIR CONTENT TEST SHALL BE MADE IN THE MORNING AND ONE IN 'LIE ^ -„. 4 I WI,� C E AFTERNOON. AIR CONTENT TESTS SHALL BE MADE ON ALL CONCRETE WHETHER THE CONCRETE SYSTEM COMPONENTS: WITH EACH TYPE OF METAL FRAMING REQUIRED, PROVIDE A..,,, LLj CO I J BOND BREAKER 15* FELT. IS DESIGNATED AS AIR-ENTRAINED OR NOT MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BRACING, CLIP ANGLES, SHOES, Permit Numberm Q 1j) C� �i Add -,,, . .--111q-44:. q REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR < "S C ) I-� ;. ALL CONCRETE SHALL DEVELOP A MINIMUM CUh1PRESSI/C S'"RENGTH IN 28 DAYS AS FOLLOWS: ALOITIONAL- AIR CONTENT -PESTS FOR CONCRETE SPECIFIED AS AIR-ENTRAINED SHALL BE APPLICATIONS INDICATED AS NEEDED TO PROVIDE A COMPLETE METAL FRAMING SYSTEM. )ty. SF MADE WHEN ANY OF THE FOLLOWING CONDITIONS OCCUR SPREAD IOOTINGS - 3,000 PSI. THE SUPPLIER SHALL PROVIDE ALL COMPONENTS AND CONNECTIONS RELATIVE TO SIZE, 7_�� / 193 ALL OTHER CONCRETE - 4,000 PSI. A CHANGE IN APPEARANCE OR CONSISTENCY OF CONCRETE. T • 1 i` SPACING, GAGE LCXrA•TION, AND ANCHORAGE OF METAL STUDIES SHOWN ON ARCHITECTURAL_ •�, AND STRUCTURAL DRAWINGS. ADDITIONAL COSTS ASSOCIATED WITH AN INCREASE IN THE �1'�0.". 1, .0 ',I..is, PRA- CONCRETE SHALL CONTAIN A MINIMUM CEMENT CONTENT PER CUBIC YARD: POSSIBLE REDUCTION OF AIR CONTENT DUE TO TIME DELAYS OF TRUCK AND/OR I-10T SIZE, OR GAGE OF THE STUDS FROM THAT SHORN ON THE DRAWINGS ARE NOT PERMITTED �`�(y11Y!'/ /J �; I'lEA74ER. THE DESIGN INTENT SHALL BE FOLLOWED AND SUPEERN SHALL PROVIDE DESIGN FOR ALL V' 4+ <- 1%111 �' `T 3,000 PSI - 470 tt FRAMING COMPONENTS AND CONNECTIONS NOT SPECIFICALLY DETAILED INCLUDING HEADERS, a: 1 i - 4,000 PSI - 564 V WEN AIR TEMPERATURE IS OVER SONE CHECK EACH TRUCK LOAD. JAMBS, SUPPLEMENTAL BRACING, ETC. ANY DEVIATION FROM THIS PESI':N SHALL BE R� / M,+��!+»*+ �' APPROVED BY THE ARCHITELT/ENGINEER. ADDITIONAL FEES REQUIRED f0 EVALUATE A `� C-'IL4--) ALL CONCRETE SHALL HAVE THF. FOLLOWING MAXIMUM WATER CEMENT RATIOS: SLUMP TEST: PERFORM SLUMP TEST ON EACO TRUCK LOAD OF CONCRETE. REVISION IN STUD SIZE, GAGE OR SPACING ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4 /c°. 1r COMPRESSIVE NON-AIR ENTRAINED AIR ENTRAINED INFORM ENGINEER IMMEDIATELY OF ANY SLUMP AND/OR AIR CONTENT TESTS THAT DO NOT DESIGN OF METAL STUD FRAMING SHOWN IS BASED ON CSJ TYPE 15/8' FLANGE) STUDS •' uF i STRENGTH MEET THESE SPECIFICATIONS. IF STRENGTH, DURABILITY OR AESTHETICS OF THE WITH DIETRICII INDUSTRIES SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT �\O`GNR. 3,000 PSI 0.60 STRUCTURE WOULD BE IMPAIRED, THAT CONCRETE SHALL_ NOT BE USED CAPACITY. ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM SECTION 4,000 PSI 0.55 0 45 PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY OF THE MEMBERS INDICATED ON • T CONCRETE TEST REPORTS SHALL CONTAIN THE FOLLOWING INFORMATICN: CONCRETE THE DESIGN DRAWINGS. ADDITIONAL COSTS FOR AN INCREASE IN STUD SIZE OR GAGE IS 2.3 Et i ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4' UNLESS NOTED CTHERNISE, SUPPLIER, QUANTITY OF CONCRETE REPRESENTED, LOCATION OF SAMPLES TAKEN, DESIGN PROHIBITED. ' 05227 • STRENGTH REQUIREMENT AT 28 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 A653, WITH A MINIMUM •• ' CONCRETE TEMPERATURE, HEATHER, CYLINDER WEIGHT AS RECEIVED, DATE MOLDED NUPIBFT+' YIELD POINT OF 33,000 PSI FOR MEMBERS 18 GAGE AND LIGHTER, ANDA MINIMUM YIELD SHEET I OF DAYS ON JOS SITE, DATE TESTED, TEST RESULTS FOR 7 AND 28 DAYS, AND ANY OTLIER POINT OF 50,000 PSI FOR MEMBERS 16 GAGE AND HEAVIER. THORSON BAKER & Associates, 1:,c.INFORMATION NECESSAY TO EVALUAE TEST RESULTS. Consulting Engineer:: — PROVIDE GALVANIZED FINISH ON MEETAL. FRAMING COM,'ONENTS AND ACCESSORIES COMPLYING 3050 w„, 5,,,,,,,,, Rood 350; 659-66tf8 �•• WITH ASTM A 525 FOR MINIMUM G 60 COATING • IY._hfele. Ohio ��256 (530) 659-6875 fr.• S 0.1, . ., ,..--II-III.- ..,-.•IIwrI•rw+.a. ..,...,r......r..,.....�,.ar..,,.._...... .,...••..,.-: •_.....-. .w••10-..�w•�w�.-..-...._.,.-.........,..._..••,..:-,..,.r . ... :...._...• w.,+.,..... .,.... ..._-.--�......—..._.-- .._.�.._..- xsm.wmwuw.� .:c ....r.. ,,r..,. v.w!Wta,;, ,M11r*C.. .,.-• _..._...-_. . cm LEGIBILITY STRIP I v I I 12 13 14 I@ 17 '6 Imo' eJ 21 ?2 ?? c _ �'r' �L . IGIn0.I�n I 2 :3 4 5 6 �l i ti 3 0 X .r1 II 01 e 1 • .0.,,L II I g � • _ • .. . ' .II � MM1 k �t�y , r , I II �� { y i. 1 • ,.�a A.1%,:;f g. 1 ,i; •I ', • 0 • • �— i RR/ (4 ) CRR, 30'-0': A • ' I T, CD 0 C r----.-- ----- - - - - -- -, :_ — n..1. 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W/ARCH L`/ I Q --t'- - SEE ARGN FOR PLATFORM ELEVATION. CL 1- < 0 m •'.\ , . EL.-'V. MFR. L 1 I !L D Z . rI i� REMOVE PORTION OF EXIST. � im _ — ---'r'I ALIGN JOISTS WITH STUDS !� x Z • Q i1" SLAB ON GRADE TO INSTALL i I 1 ® 1 0 0 0 ul 0 \ e - L I DENOTES 6'z18GA • Ib" O.G METAL STUD LOAD BEARING HAL_ (UNO, SEE PLAN) Z e ELEVATGR FOUNDATIONw Z Q (J CO \ - - - - -- _.— - W8x18 N ---[} — - rA \ i� (111) - C7-1 DENOTES 31"x18GA. • 16" O.0 METAL STUD LOAD BEARING WALL (UNO, SEE PLAN) (j! (� w �� IF OM 7 ....i El BELOW i E1 v - LI DENOTES 8"xi .GA METAL JOISTS • 16" 0 0 (.5 0 W 1- . I CC mI 991' - L SEE TYPICAL HEADER DET AIL ON SHEET 52.C' • CC Z W. ca Q Q it • '_d► PARTIAL FOUNDATION PLAN (__ / DENOTES X-BRACE w C I r. 1 0" / SEE ARCNITECTIJRAL FOR LOCATION or - FULL AND PARTIAL PARTITION HALLS45t In W / H1 - ALL OTHER WALLS SHALL BE CONSTRUCTED OF 3-5/B x2OGA STUDS P 16 O C (U.N O.) ', _ t \--- --- " — EXISTING FLOOR CONSTRUCTION: S" CONCRETE SLAB ON GRADE Lt-----i- — TSTUD ✓_ _ - ALL STUDS O NAVE BRIDGING • 4'-0" 0 C PER MANUFACTURER. REQUIREMENTS _ I I L - F - - -1 DENOTES CONCRETE TOPPING SLAB (2" MIN.) WITH 6x6-W1.4xW1.4 W.W.F. `! - SEE SC I FOR GENERAL NOTE-S. `%�O PROfF� .' '. 4 1 (4° r { I' -. \§ j Fs CLEAN TOP OF EXIST. SLAB AND AF"'LY BONDING AGENT, TOP OF SLAB r �5� �yi,�NFC`r/O$, f I FCS; TO MATCH EXISTING INTERIOR SLAB. - SEE 52 0 FOR TYPICAL DETAILS 11411 4)-?_ ii I —� DENOTES CONCRETE SLAB INFILL WITH 6x6-W1.4zW!.4 W.W.F MATCH I - DENOTES PARTITION BELOW TO UNDERSIDE CF PLATFORM (SEE ARCH.) PROVIDE JJ I[ I I EXIST SLAB T ICKNESS. I CONT VERTICAL DEFLECTION TRACK CONNECTION TO PLATFORM AT TOP OF WALL \ ' f / • (E) DENOTES EXISTING. _ \C�C� I�I IN 1 -- �N R. Pu 't / ` - SEE SHEET 50.1 FOR GENERAL I'JOTES. 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C H —. . r5 P ., l•- • 1 LJ H cr. L... 1 ,4exles • (E) 10•112 , 1 / / • 4K `t I — Cr • 0 I& _II 4 4 4 , 1 STORAGE PLATFORM • • ABOVE. Lli 0 ' i •.-- D •• < 4.1 0 . 1 " 1 — Lu 1-- , 1016x1110 — 0, ...--i ci o La- cc ! > Cl .1 P' m a 03 . 11 •11 g -. 4 / 1 (E) I2 L ' I 7 li / 0% ,N if) •-• in ti.j. n EE . 44 iii iu w c.) .,ma ' •• / 1•t:2 ., , I ..... , • 1 cn — zw (.., • II ) / y., x ••2. , , • . k , (E) 0412 I Z I . , •• I I -- r, 11 I ri --I 0 an o-- -..,:_. .t. < i . _ Q.. cc < cr LIJ L ' Z Cr < I-AI -t -• (E) 1.421 e4) k421 ..t — H — (2-) NEM STUDS • • 52.2 .....1 0 i At:, , < < (I) • CC 2 Z el a- , 52.2 SEE / SEE ARCH .Z•t• „cOF I 1 u... I, LLI 0 F‘ii __.`' . • 40 as ARCH. I , : cr: V- ul—__ < (50 (in • (N()E)V1H121x214 i ..01 : *:;4 tr */ :3 Z • 0 T Z N. - -,. • -- 0 (4 ( ) in 0 11_ ----41N) W12X14 N4 (N) 1-19S3;x3ix <IC (5 c) 10 ..1A18x18 0 1 \ / imir,it, • I. ., '..". . .O.Mi. - (E) V112 AND FLOOR SLAB U••• OM OH ° 2 52.2 I BELOW '• 1 / --------- TO BE REMOVED FOR NEN (3_'..•D, hleexiS 1 1 01, ...,,.0(E) V112 a --- ELEVATOR OPENING. SEE ___........._.._._...7,_ ,„..„ ARCN. FOR EXTENTS . I 1 101111 _ C u.,1 no ---*N .. rtp. . , ... 92 I 1-1994x4 ilempell , (N) 1-1SSEqx3x14 Iri j I \ ----- • . m•tz ..E.).ht.i L A 1- 2rici FLOOR FRAMING PLAN 01 --1,-0" \ , • i 4.0 OP. .• . 4 P , . _. . (N) V412xI4 t__ AI NCTI.E5i 40 PR-0-11- 1 1 HANDe 52.1 , < - EXISTING FLOOR CONSTRUCTION. 3" CONCRETE ON 2" METAL 7/ -' k'.4G -7 .,15\i;) (E) V112 )-- > DECK (5" TOTAL THICKNESS) 17411' . . , i ul - (E) DENOTES EXISTING. . 1 6,44rikk:,„)) . , - SEE SHEET S0.1 FOR GENERAL NOTES EAM WIT 0,4p----;.1a.- R.,05, r-- ATTACH t-ISS TO EXIST. BEAM - • DENOTES AnDITIONAL I•4EADED STUDS. SEE SECTION 10 (JON I ' VI/ /.3x3x14 H ilEACN SIDE WELD TO B " FILLET, TYP. ON 92.1. L' ATE STUDS TO CLEAR EXIS1 ING STUD,. - PROVIDE 1-10RIZONTAL 1-1953 I,'2x3 1/2 AT ELEV. +12'-0" AND AT • . _,... ,. . ,. I 2nd FLOOR LEVEL. COORDINATE FINAL LOCATION HIT1-1 ELEVATOR - --1/4,................"......"...-"--".-..--"---"---"......."._ MIMI/ , I MANUFACTURER FOR RAIL. SUPPORT. .'L 05227 - PROVIDE NL 44 ORIZONTAS93 I/2x3 1/2 AT ELEV. +121-0" AND AT II IN .9-EET , I I , \------ — 2nd FLOOR LEVEL. COORDINATE FINAL LOCATION NIT-4ELEVATOR THORSON BAKER & Associates, Inc. Consulting Engineers 1 S 1 s 1 Is NSSixix 3030 Wed Streeisboio Road l i'in) 659—8AMR Ph Richfield. Ohio 442135 ''l 1 659 675 Fe. (T/STL.•+17'-c1") ...... . .VIM& IlliiiiiiiiiMiiiiiiiiihnimi. . . • • . . .. __....._ . ., ) LEGIBILITY STRIP ,,- CM; • , ; 1 ; ' i . , ' "..• 0 1 2 3 a s e 7 a 9 io n I 2 13 1 4 1 0 inn e t cm IF 17 18 19 20 21 22. 23 24 2E 2E, 2" ;q3 2,, II ' %-- ' N ON• s "..,,,14.0444111.1414d144,44141444114"thialAtilbli11,011.11.111,1 4 4,11.1),11,1111144141,1441,44144444444j,1414: . ' i e ' I ' I ' 3 . .. . . , ,. . . ,„ .„ , ,. .„, ...., „ .. . , ,. . , . .,...„...,,,,,,. ., ,....... . .. , . .,,.. ,,,..„,,„,,,,,„.. .,„. .„.,,,,. .,,. .. .. , . .,.. . . •.„. ...„.„.„,, ,.. , ‘„„„, . .,. . ., ., ,..,..„:„..,.... .„,.... : . , . is �� Y L ` 4�4 C iy'# Y y QDRR,) QQ RR . li f111 o — _____ \C_ ____ ____ ___.___________ _ —11 I -.-_ — --' — — -- -- -' - -� --- _I :Lr)I I - - I� -- - - - - -- - - _ _ - _ _ - N 4,04 f-- iL_ — I I r l 3 I CP3 y�441 4I1 I T Y l!7 o r -�- ran O x � � 1 -, 1 .1,-- >:Z I ho1_ _ _ _ _ _ _____ _ 1 m ,. ,. , �. c - --- �'� '2,11..3. -- __ _--- I :i I _ ; (E) 30" JOIST GIRDER R 1---- (E) 90" JO—IST------ID-E- IRDER Q 1 C.5) t.....1 04 �7� 11 ,104 o j ! ,,. III, tor l a 1 I ;1-4 (1) = (..) I__, 1 ' STORAGE ' O.748 C` La— q I PLATFORM I x � - O 1 s M j> .r p41114:1 L.0 52o I -1 t \ Q I b O 3 R1 I I 1 1 W • (E) tu 1 V WIu 01 i i r P Eu c,• G o W ry i 0 > Q cc 2 H I Z Q � q in 43 , i , I W Q Q U J ilx I I k.,, _I x i — — - - - M -� - -f./.3. -�- - �7�� 1 ! (E) 30' JOIST GIRDER (E) 90' JOIST GIRDER I . \ �` --It ii (-, I t -® I i z l (I,:is. I qv) I I W I I o 0 1. o II �" I > > U - = _ Y . (---- ',, ---\- \ t� ce .. t .ij 31! 0 r__ r 18- T c2.010,/ ° _ i4 • __ _ x 7 470ae 4 4 4 1.1, ^I— ' IHI I , .—_ —� --�- v Q CI 1 ,--- — 1 ° ` 1 - - - - _ - - o 1 1 - r � i W h- • - 1 _ I IILiiQ vg- . i _ ,1 1 I I I 1 � . _ --------- - Li '-- °c e I STORAGE 1 O I I 1 � (E) i_4" •101 --- + p k — PATF I _ - v-, `r zIO 71:1 - `L ORM I n W Q 1` cif [L J m _� I ® _ 11.1 ..r.r.r�w ' �I II I 11 II N co a I- L � I I - ; ti CD cz e__ •11 __'•-- ! --' 52.0I i ` I • 1 _-- -}_- _ 'I iH L ! i 01 Il II — Q II a - II O at cc Q - I ill l -WALL BELOW, Cr --— _1-1 TYP I r.izti ,ra.: t�w.. �- ---it_ -- - I - - - - I - Z CC I i'l�, (E) 30" JOIST GIRDER Q - .4........._ 9 CL } �1 ROOF FRAN I NG PLAN a L-_— ILLATFO_ I°'1 Am I NG PLAN ABOVE 2nd FLOOR S : N07Es: .e. V Q 41l c. _ r- Q _( " I _0 I` v 5 I - NEIN JOISTS ROOF CONSTRUCTION. SCREWS i 6"pU C. ATTACHED TO METAL m 1 _—_ J NOTES X� p of LI D Z ' G Z I I v (N) H553�x3i - EXISTING ROOF CONSTRUCTION 18" METAL ROOF DECK ON STEEL (f) ( Q a JOIST / JOIST GIRDERS 11J a FLOOR GONSTRUL TION• 3/d" F.R T. APA RATED SHEATHING STRUCTURAL I OVER 5/8 GYP, x 7 • Ci FASTENED TO ALL SUPPORTING FRAMING C 6" O.C. W!T1-1 Na. 8 FLAT HEAD SCREWS WITH i I x 1 I. W8x18 L " -21 - (E) DENOTES EXISTING `,�., m U.1 cn - A MINIMUM HEAD DIAMETER OF 0.,'_q2". TI-4E SCREWS 5HALL BE OF SUFFICIENT LENGTH I !RI HOIST �x 32 1 \/\ TO PENETRATE THROUGH THE COLD-FORMED STEEL FRAMING MEMBER BY AT LEAST I I UUa; BEAM N ! I - SEE SHEET SCI FOR. GENERAL NOTES. p THREE EXPOSED THREADS. I I ! Q /� ; �, j I I I .••' ,\ I I H - PROVIDE HORIZONTAL H553 I/2x3 1/2 AT ELEV +12'-0" AND A- (Y Z p .� I I SEE ARCH. FOR PLATFORM ELEVATION. Z 1 2nd FLOOR LEVEL COORDINATE FINAL LOCATION WITH ELEVATOR ® Z r €1) N I I ;! _ ti I MANUFACTURER FOR RAIL SUPPORT. /� I Q { r �I / - ALIGN JOISTS WITH STUDS ( Q �,.f 41E) LiJ 01) g �` - I \ 1 apart? a 1 W t / I I DENOTES ry"x18GA • 16" C.G METAL S BUD LOAD BEARING HALL (UNO, SEE PLAN) I jCj �' a 3 Q) f-- t W _ - 1 DENOTES 8"x16GA. METAL JOISTS ' 16" O,G t1 J J � i (N) H853�x3jx� II ^ +.r 1_ _.— 0 1 I r : - __LJ I v 1 __ _------Ili- - 7 SEE TYPICAL HEADER DETAIL ON SHEET 52.0 F N 11 1� , d • I I N /REO PROF\ v , ^1 C ® DENOTES 8"x14GA. METAL JOISTS • 12" O.C. g' I -S ELEVATOR FRAMING e11::/, Rlj f��`rjrJ.s. 0 1 1 L > ' 4, P r1 11 32 0 - _- CENOTES X BRACE + C)GGURS BELOW // �\v Q I NROCi' FRAMING. !4V 14/11 ,-1 1 / 11 STORAGE - SEE ARCHITECTURAL FOR LOCATION OF ALL FULL AND PARTIAL PARTITION WALLS. I I to r, 1`'tI -�:��Q/1 PLATFORM © �- ALL OTHER WALLS SHALL BE GONSTRUCI'ED OF 3-5/8"x20GA STUDS � 16" O.C. (U.N.O.) li I iNR� N 1 1 1 1 r i - ALL ST JDS TO HAS'.: BRIDGING • 4'-0" O.G. PER STUD MANUFACTURER REQUIREMENTS. � 1 III --- ^�� ' _____ .__ 1_ - SEE 50.1 FOR GENERAL NOTESIII __ �_.. -_- _-- _0_ L._ 05227 I - - SEE 52.0 FOR TYPICAL- DETAILS - 1L - 1.1_- -- l l ( • F j .1B /\ •- , DENOTES PARTITION BELOW TO UNDE'25IDE OF PLATFORM (SEE ARCH.) PROVIDE I TNORSQNBAKER Inc.Associates, SHEET i CONT. VERTICAL DEFLECTION TRACK CONNECTION TO PLATFORM AT TOP OF WALL.- Consulting Es, n s tn�r W., °•sri1Do.o 9onn (330) BS9-e8ei Pn �4'RR {330) 659-$R 75 fa, S1. 2 �ttttttt .. .... . .. .. _ , "�,fR+•wrr-.,n wr-w+..+ww.�r=.+wn.�«,.I,w". ,....•,.......... ._... �m 3 , AO LEOI6ILITY STRIP b i, ' ' ,�h' rn(awnc.".„ .nm^,.s rs, a y P. A 9 in i3 in a " in �9 - t 23 2t 2.5 26 27 28 29 30 MilNIMIIIIIIIIIIIIIIIIIIIIIIk . i 3 I/ X•// ji " I''III,','' f �'I'I''1 '1+'�,I 1'' '+ 1' „ .14, ,�J 4114.1.1414�MU rld 1�A•1�114.4J 1l�ti.1«1�dt��ddalbI.1.1d1 POOH I o • 4. L, - 1. S oGKING BETWEEN STUDS • PLATFORM r.. ELEVATION ONLY I• 1jP ' Q 4 + �} PLATFORM FLOOR -\ it r' . ® SHEATHING GOVT. IQGA. TRACK O 0 I - (SEE ARCH.) +114 1 I - f__ ___.(-____ ( Q tO IK TO TA.-k.71"\I STUDS I 36"x18GA. BACK T DOUBLE STUDS STUD BLOCKING sr AT EACH END 1 I I I 1, 1TO BACK STUDS -31' C-STUD BETWEEN STUDS •AT EACH END I I ---- - + Ii4A. TRACK \-- S L SIMPSO� A XD TENSION TIES FLAT STRAP ELEVATION KT TRACK 0-16 TEK AT E/(GNI5TUD/TRAGK 411111 00 FASTEN STRAP j+ 3i, (FAIbTEN TO DBL OTUDB 111 4 TO EACH STUD EAG SUD (10-I6 TEKS TYP PER MFR. S REQUIREMENTS) \` - _ _ -_.-_i - -� __-- I' FASTEN STRAP (1)-1110-16 PROVIDE 3 .--0- ,--1- W/(1)-1810-,6 SCREWS MINIMUM) r ,� O hi,/ r -� • \ (4)-1810-16 SCREWS • ,� SCREWS M �� ----- / - }"09.11 EMBED. NILTI / / o . ' r� TYP. I N 21x 184A STRAP (3)-i.10-li TEK HIT Igo AOR EQUAL) / • , Ar► �1 ONE SIDE Or BOX HEADER TO SCREW», NS F5 6'xI6GA. STUD - ICC ES ER-5391 ^ �/ TRACK FLAT STRAP (4)-1810 IG o,' /- Fu4T STRAP •HALL 2 x18GA ONEBEAR ON ADD'L / CO ® _ I' A /if- SIDE OF wAuTRACK 9� T SGREw ��I O,e. `�■/ . ® '~ ONLY u 11-11.,:-.7 .ADD L. 3� xIBGA. I4) > STUD TO Z OF HEADERNDERSIDE r Q / 't'-� SEE ARCH �� l /I .. -' i ___ �- I DOUBLE STUDS �•� \ - (4)-1810-16 DOUBLE STUDS 8GA TRACK ` CONT 18GA TRACK 1• TEKS -' `- CD Z 1 ,TYPICAL X-E3RACE ELEVATION TYPICAL X-�3RACE ELEVATION TYPICAL HEADER TO JAM- TYPICAL A DETAIL- DETAIL /� DETAIL '� HEADER - ,� .1'-a -0 DETAIL = AT FULL NEIGNT_ STUDS AT PARTIAL HEIGHT! STUDS ` CONNECTION ;1"114 CL - " " 0 O - [ 1 ) U GUARDRAIL POST _^ �1r �- BEYOND (SEE ARCH ) ipl::) i, 0 METAL STUD \\\ .44 GUARDRAIL P05T PARTITION < (0 (SEF ARCH ) \---�/% --- _ I/2' GAP "`�'- GUARDRAIL. POST WEB STIFFENER --�- jV9-12 VERIFY W/ARCH (SEE ARCH.) (SEE ARC.H.) - SEE PLAN NOTES WEB STIFFENER TOE11 WEB STIFFENER TOE R SEE PLAN NOTES - FOR FLOORING SEE PLAN NOTES SEE PLAN NOTES FOR FLOORING 1 SEE PLAN NOTES FOR FLOORING FOR FLOORING „ (2)-1810 TEK CONSTRUCTION FOR FLOORING I r4xCONSTRUCTION Gtz4x 0-7 LG. CONSTRUCTIONtxyc - LG. • CONStRUCTION \ SEE PLAN NOTES SCRES • EA. CONSTRUCTION WELDED ALLAWELDED ROUND TOLPIPE FOR FLOOR JOIST - CONSTRLOOR UCTING ION STUD FLOOR JOIST FL.DOR JOIST FLOOR J019T SAROUND TO LEEVE 8Y MIFR. FLOOR .JOIST SLEEVE (BY MFR,)• LADDERi - - - ( ) ." + + lT i 131 --4/ V U4 > ki SEE ARCH r U • wi - _ [iLA ir �. ---•I t +F--+ t 1•-- + U' GC U • (8)-18to TEK + I �� w SCREWS ---I + _. -_ +H-+ +I--- (6)-1110 TEK + + '� �+ ' G F- • ' w rz • _- J - `�"� --•-___-- SCREWS �- 6 •-1810 TEK METAL STUD WALL �_ROUND ( ) �- �-. + + SEE ARCH, It a -- - MIIROUNDPESLEEVETOP05T -_-- ---___-- I. ACCEPT GUARD RAIL POST F SCREWS ROUND PIPE SLEEVE TC w p w J_ 8' JOISTS -'/ 1 (BY GUARD RAIL MFR.) - 11:- ppt� (BY GUARD RAIL MFR.) p Z v • CONT. I6GA. TRACK kg,' (SEE PLAN) CONT. I6GA, TRACK W/ to CLIP Y3x3x14GA. \ GOVT. I6GA. TRACK W/ Z a ..cg z (2)-1810-Ib SCREWS (2)-1810 I6 SCREWS, " Q ( - EACH S7uD/JOIST 1/4" BENT R EACH STUD/JOIST x0-7 LONG. W/ ill. DOLT (2)-1810-Ib SCRENS, - m BOL, e� ►- V o g (6)-1810 TEKS IN y � , , , 1 ---/// EACH STUD/JOIST 6' ; GA. METAL STUD CONT. ,BGA. TRACK, W/ EACH LEG • EACH BOX BEAM CONT. 16GA. TRACK, W/ R "z4"x0'-7" w Ll O V i C' 'T 18GA TRACK, W/ ? 1810-16 SCREW, 181 LI BLOCKING F 0" O.0 V 3_12 ( )- CJOIST (2)- 0-16 SCREWSa e ' (2)-i'10-,6 SCREWS, METAL STUD WALL is EACH STUD I 18,0-16 EACH STUD. (1 -1810-16 EAS'.+ STUD (2)-1810-Ib T -CLIP L3x3xibGA xo'-4' LG 1 )- „ . $ ) r AT EACH JOIST SEE ARCH. �__ W!(3)-1812-24 TEKS, TYP B"x16GA. EOX AT EACH JOIST /�' �� x4 x0'-7 AT EACH JOIST HEADER LOAD BEARING 3�" LOAD BEARING -"�" r LOAD BEARING 6'' METAL STUDS METAL STUDS b" ^t 6" METAL STUDS STUDS MAY OCCUR a t 4ECTION / SECTION © SECTION Jd SECTION SECTION ©0 SECTION b 5 i ,G_01:. -o - i"-I'-n° 1z".1'-0° Iz"_,'-o° :, IT".I _oma ---- - n- a .6J 1 1 ifig _.. JL_ GUARD�'4'L POST GUARDRAIL POST (SEE ARCH ) o" (SEE ARCH. /- SEEMETAL ARCSNT.UD WALL, rv SEE PLAN NOTES (E) METAL STUD TCF TUE R SEE PLAN NOTES ■ FOR FLOORING (BEYOND). SEE PLAN NOTES /2 GAP FOR FLOORING CONSTRUCTION FOR FLOORING CONSTRUCTION 1 . VERIFY W/ARCH. W FLOOR SHEATHING L4z4x�x0-7 L.G. GONSTRUGTION L4x4zl�c0'-7" LG. Q FLOOR JOIST , EXTEND FLOOR. WELDED ALL WELDED ALL SEE PLAN NOTES ili p • ,._____ _ �. FLOOR JOIST 7SHEATHING AT SCREENED TO PIPE FLOOR JOIST Zi Q PARTIAL HE1GH, FLOOR JOIST AROUND TO PIPE FOR FLOORIN: ce WALL --- ) _T- SLEEVE (BY MFR.) CONSTRUCT JN p ° W I 1 (g • W Z " + tIli Il _1 f� • • N I i ID ++ ++ + (B)-t�10 TEK 1111 ' SCREWS -- + -- ! �0 + IL + + _III-_-� IL. ;� hROUND PIPE SLEEVE TO -- __ __- - ROUND PIPE SLEEVE TO ______z i a\ _ ACCEPT GUARD RAIL POST 1 �� •' \ ( (BY GUARD RAIL MFR.) (BY GUARDARAIL�MIFR T CV co co 8"x I6GA. STS C . BOX BEAM ~- (N)TWEEN METAL 5? METAL " " , " "m BOLT a ? (SEEIPLAN) 0 R x4 x0 -7 V • BOL STUDS (E) PARTIAL R 'x4"z0'-7" DOX BEAM i • HEIGHT WALL MAY 6"x16GA. METAL STUD BOX BEAM OCCUR (BEYOND) 6"xI6GA. METAL STUD BLOCKING • 8" U C. BLOCKING • 6" O.G. • b" METAL SCUDS, a CLIP L3x3x16GA. z0'-A" CG. SEE ARCH CLIP L3x3x16GA. x0'-4" LG. EXIST. METAL STUD - - r�` W/(3)-*12-24 TEKS, TYP. �__-_ W/(3)-1812-24 TEKS, TYP. HALL, SEE ARCH. W m Q C) r-• SECTION0 SECTION 06 0 3 I�j"•►'-o" 17"�I'-a" 4, SECTION SECTION Y 111"•1. gik 10 SECTION ,, .0 I� -,'-c" v 1l"� -0„ CipIll ° < d r I- ._ ,.,•i 0 Q L.LJ V � � N C/) 1- a 0 fl, WILUZ4I z : cj el 3 5/8" METAL STUD I', I,:OR b" METAL STUD I BUILT-UP 3 S/8'x14GA. STUDSBOX BEAM - F" (�SEE ARCN HORIZONTAL BRIDGINGrii BOX COLUMN IMECH. � 0 z A RIZO O.C. VERT. �-1812-24 TEK TYP. "„ 3/H N BOLT Fro Z 0 18 GA TRACK W/3/8"0 (ATTACHMENT PER 1~� • 12 D.G. Jr ♦ ♦ ♦ ♦ CORNER OF UNIT UNIT Q V = t z NILTI KWIK BOLT II I I MFR. REQUIREMENTS) 2 I/2" 2 I/?„ LCC C (/) LO LO Q ' EXPANSION BOLTS + +I++ y ! 2'-O" O.C. EXIST SLAB MAX MAX I6GA. PLATE " a) Q 0) I Q ,'' (2 I/2" EMBED.) ` ON IT 14GA. TRACK, EA. SIDE W/ 1-- --^_� Li. U ICBG-ER 4627 (E) SLAB EACH SIDE Ili _l.__._. L4x4x16GA. H/ 2-24 TEKS 1SCREWS A • •.a • n ' n , (4)-1812-24 TEKS °� ��14GA. TRACK �EWS, EA. LEG BUILT-IJP BOX PR 1 COLUMN LT.GA. JOIST ti��'�`GIN�FfS�O 3/B'm NILTI KWIK BOLT II �� Cr'k (4-t 1 EXPANSION BOLTS • 2'-0" O.C. 7417 (2 1/2' EMBED., ICBG-ER 4627) TYPICAL. PARTITION WA .� TYPICAL E3UILT-UP 80X TYPICAL E3OX �EAM TO TYPICAL MECHANICAL 14/..- ', � A ► CONNECTION GOL JMN DETAIL COLUMNOQoo`--e�� T L CONNECTION UNIT TIE DOWN __-- --- ■1 05227 ■r -. -Al THORSON BAKER & Associates, Inc. SST Consulting Fnginesrs .. u'.t^ w.r ;,•..t,n,,,. N:,,� (130) S59-St', , S 2 . 0 .............., . • • . • • • .:, ..._ ..........___...................................„.„,,,,,,„,,,,_ _ , . „ •.., • . ..i„,.......••,•.•••.•••.„ ,.••,,,,,„• , . '''. 9I,-g; • • LEGIBILITY ST Cm� I j ,..,,il, ,o t pm^.,cm 8 9 21 22 23 24 25 26 2728 29 3•' r •i ., , ' ' L14.1,1441i44411r<J•laJ.li Latif .11J,4llrJ.li 404/alliaalli WI)ill i,thal ill 4. 14141,lt l44,11,41 +4J 441. t 14,1444. .444 . '.. . .+.. .� -, l .. r .. -.. ,- ,. .. .-. , •�A'F NAM r,M:M,. ! r ', ..,,,,,00:4, ' I. L ., ,> ..:., ,. :..._, b . .. .:. .. , . ;.. ...:: N6Mt, M�,tiy4ldd• "'�b";'S. " y ,* y,& Sa ,,,,.. ,N.:;,.. I 11.. , . , . • • .• , . • • : . -.. _ . • N, •.. ., 1 • -ilti . . 1 - emmo METAL STUD WALL, --, SEE ARCH. -- ••••dommil in \ ....",- -.•-• *4 g 12' \ GI —1-* DRILL $ EPOCY BAR .4ismaie I • \ ii INTO (E) S.AB Pe) BOND BREAKER • •••••0 00 0.4 . 12.' METAL. STUD WALL,-\1/4 Int/e41, T 1 NY 160 •fto- --- C•N &ON__ ...," BREAK,E_R_ (N) TOPPING SLAB 1 -co lit SEE ARCHI. J/ 15...?_)f ‘1 ._,... 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'TYPICAL 'ft. ii-4 • 12' E IN IL •• I 1+4/(2 -12' VERT 0) • • I •• TYP 4 SIDES I 5L47rT ED HOLES . -....., . • it' ._.__,.____,. . .......—......4444 0 i _ c r iL 00 N S $ F 5 ir------ 11.; • r-!-•-• - ' '..- • I b C • i••••1 x • (E) GRADE-- ' - ', - • •• • '.• .• . ... . . .__Di ' 1 . . • • ......., 7 , . . - . e. — _ . _ _ _ _ \ 0 , BEAM 4___ • . ______ . • , I, . i. 1 t . . 4 1? 4' • I (2)-06 TOP s-..-- `o — 'W ' 1 \- THRLd BOLTej \-',4GA VERT S.-,DE 4 SIDES OF TYP 1, t HAND TiGHTEN, BURR C.•P • EA STUD r11.4,inimd Z SEE SECT /52 I ••• , qC .• OPENING \-05 • 12' E.'1. TOP FOR ADD ... INFO J -us • 12" TYP. THREADS ATTAC*,4 TO SLAB i pi4/(2)-#10 ITiN r----1 9 OPENING FOR 4IE . TAPCON SCREWS 11=10 HYDRAULIC SHAFT ain I d‘t i ••• I •, I'-a" TY ('2' EMESED ) 3C - -- L..1 ••OT ES 3 Si DES VARIES d•-HISS41(4, 0 Z • - COORDINATE AL. D'r•''EN 5 1 ON S AND DETAILS WITH ELEVATOR MANUFACTURER P-----, / SEE PLAN - FOR 5UMP P.1. 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I •-/ CONTINUOUS TRACK • "I* 27. 1 CD CONTINUOUS STRUCTURAL BEAM AND ANGLE 2/ 111411bo.i-• .--: "Z .• / (BY 0!HERS) < ' CO..- .._1,...-- < ...--_,,,.4 , t('-. •., ;:.C. _ ,, '\ ' . "-----'-'-----',..: Z .. ' CONNECTOR PER TABLE 1. ..----C''''' .' ,,, ATTACH USING (4) #10-16 SCREWS. I \l}ii 1 '' ;..."1 . . ../ ..-- CLIP ANGLE TO PLACED AT EACH STUD ''' • ' /I .,„...• '' K-". a -•,'" -, I. .--,•.,,,,..„...„.„,„--;______,-- timil TABLE 1 Iv =-..„.....,1 , _ TYPICAL WALL --- ":-. . I- .• • ,• STUD WIDTH CONNECTOR STUD "."-..„....„..„, BALMY Pir: • - TYPICAL LATERAL BRACING SPLICE USE: 3r DIETRICH X54..: 0 diler: re) •. (1) 12" LONG CRC INVERTED OVER I tX) CENTER OF SPLICE W/i.3) N10-16 6* DIETRICH X545 SCREWS ON EACH SIDE IF SPLICE . .: I! • . .., -_ DETAIL Allk DETAIL. 41111k . . • DETAIL ID ,.. 1 l• 00. i....1._0. .. ler g , 0 n w § 4(1-- 6 • . .-- / .< $ [1[7+1 , I ...___., ‘ 6p ,c z -f- i ,.• ,,,""--........ . z 65 • ' I) . ,li.c o c._ TOP VILY 5 c, • • L.1.• a < t• I 1 1 r.. .''''-" ,..•• •• ----- , --JAMB STUDS ATTACHED W/TRACK TYPICAL STUD . , ATTACH TRACK TO JAMB WI/ (1) #10-16 SCREW 0 16" 0.C. Ku o-• . ON EACH LEG, & (2) #10-16 I SCREWS INTO WEBS 0 16" O.C. p LI; el 4 0 0 0 •• W La r-- DIETRICH S545 WITH (3) --...., ' JAMB STUDS ATTACHED W/ TRACK ATTACH TRACK TO JAMB W/ (1) La #10-16 SCREWS TO JAMB I ‘,. . #10-16 SCREW 0 16" O.C. ON D 2 a • F. ' . AND (2) trie, 1" EMBED Cr Z • EACH LEG, & (2) #10-16 SCREW vi La .4, HILTI KWIK-CON II+ FASTENERS ,, (/) ,tkG .T INSTALL STUDS WITH SAME •—\ INTO WEBS 0 16" 0.C. TO CONCRETE 09°" DIMENSION (10* MIN.) FOP . 1 II 1, (1) #10-16 SCREW BRIDGING ALIGNMENT (IF REQUIRED) t'' „, ,, , /-TYPICAL TRACK ;...„.> 4 CO —.I p.,(,‘,2,, LI) • 0 EACH FLANGE. [ eeCs i I 1p .......... . - el PC, Cri 1111 . ' f 0 < /-'.-J • i.... 4. ... "--... 1 - t 7---- 0 RUNNER TRACK ....-- co SCREW CI PER STUD STUD FLANGE CZ < , 0 3: . • CO cc .., . , TYPICAL JAMB STUD BASE CONNECTION DETAIL TYPICAL STUD TO TRACK CONNECTION DETAIL TYPICAL JAMB ASSEMBLY DETAIL 0 cc < : -J a , 0 • t! , LU 2 Cr) i U.! 0 ...is" ‘1.1 (..) Iii I- < CI cp m 7 il: D Z .., (5 o ±- z , ... . (. t it.1..0 tii Z — CD 00 2 I- I•••- 0 (9 < el 0 v) LI.1 0 CC • 0 a iu . •-- .,, cr Z 0 i., ( -± ..... A 0 ar to . .. omnel Ca ..... in ‘...9 (., (i), , .., NEW SHEET . . 1. 1 1 c I s't ; , 1.1 • Y 4 I , t ' • 'Efli 1 •A 4/z ., . ,. A ,• I !.rooN R 'dr- . , • • . "7?, 1 f-- , , • 05227 •• SHEET THORSON BAKER & Associates, Inc. (,onsulf mg Engineers . , 3030 West Slreelsboro Rood ''.1;0°) :4:f6:7!3, Ph S2 . 4 L . . , . , . • ...Richfield. Ohio 4112Rf. 111.1.1.1MINNINI. . • • . . • lailMENIMIIIIIIIMMIIIIIIIIIIINIft . • , . .-. ........... .....,,. . . „.,,-. • cm. lillrYilry,(111,y11111l1111l1111111!11111111ylltll'H !l11111111111,1:111111l1;11TIT/1•; • A LEGIBILITY STRIP 0 I r, 4 t61 + PPL Ad , ., ... 10 i I 12 13 14 ,1 1 . lOmm.1 cm le 17 18 19 20 21 22 23 24 2 26 .. ' 29 29 '3 • a ,, • „ 3 0 X a ,......414441111,1.1444,414111.11,tieliiiiiilillillid t.1.41./Jill./6•11111.1he;I 41I.klil,t!I I lithi 1,11111041411.1.1,1 till thilli11.11.1.41,thith,athithatilitil.ilL id,(41.likathiliti1,11.6.14,11.14111141),Witild'1 ., ., . • .- ‘,.• , -: . . .... .,, .. .,•,, . ', '• , .. ,„. • , ., , , • T hlAP't ,..;' , ''':;1•2:.„. ' . L"% '';'04.•,,P'4 :,.•:. '•.' ' • • -• • 1 OA AMP rimoaiiommommia.... ..aummmmmgnnimsn .......gmmsu.....i.ui...m......mimnunmso.......e.imunimmmmmmimvggmo ....RM.,...-".6. • CD J00 j 0 0 0 < ) SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN L. — — -y /-- ----- / >f-- - - - ttl T/STUD I I I I o —— T/STUD - O SEE ARCH. �� SEE ARCH. ca (4)-MIO-16 TEK (4)-MIO-16 TEK • SCREWS, TYP. WRENS, TYP. `4 M C.M. Ak COL• SHEATHING, SHEATHINGca 2" 3 ' 3" I ' T/STUD SEE PLAN I 3�"xIbGA METAL-�` I SEE PLAN I 3 "xI6C,A. METAL I SHEATHING, + r"� STUDS r I6'' O.G. I 5U05 • 16" O.G. SEE PLAN ! NI- • �, SEE ARCH. . :•04, • • • - SGR MIO-I6 TEK xb xl -0 I --T -- EWS « . . _ - --- • . SCREI O-Ii TEK .111.11i } SCREWS ca E PLATE - 1' ITL i • • JST, SEE0 BASE PLATE . • i x1IlGAL- S , SEEviir---1 t TMPD CONY a• PLAN g STUD CONT., :. • PLAN . . b z a _R L_J . SCREWS, TYP. M. t 1 _ � _i 0 6 x18GA. METAL Cil?�� r. i"xISGA. METAL A -�- 6"x16GA. M['TAL \ II —r---,1 � '' STUD 1lRAC[ ■ STUD CONT. i, \ u7 • I� STUD ' \.45Sixi . •• • »" O.C. HSSixi - -- ```• STUD BRACE O __ • .' BEYOND • 32" O G TYP. I BEYOND I I �� 61xIbGA. METAL •�t� �t` T—_ 6"xINGA. METAL- a.' - •t, t- O +r µSSbxix� STUDS • ib' O.G. -�- �� STUDS • Ii O.C. !+•.• _ •• ° �� _ MFS- - - -. —--.J ___.._.. _---3 }4554x6 Hcy,5 jX3pmt::) 5 B/STL-_ ,. �Ik�.� L4x4x B/_8TL. II B/STL. j ---- O SEE ARCH. I �, -.411 NS 3 SS SEE ARCA, �'. SEE ARGµ. ;t -- , i >- 31'xI&,A. METAL - I�11 I i z -EY?KCAL EASE PLATES TAIL STUDS • I6' O.G. 3 SIDES > � . }"� co / 3txI6GA. METAL 3tIOGA. METAL• �!1ti.� Q f` s UDS • 16" O.C. S Ds • IV O.C. . W A '! I I I ICZ 6'x18GA. METAL. _ . I • STUDS 1 16' O.C. I - MR = Coli) CEILING, SEEQ G, II CEILING, SEE G I IN t a . ARCH. I ARCH. i"xI6GA. METAL ARCH.G, 5EE rm1 3 . I STUDS • tb" O.G, I r'• I I n , U STOREFRONT I W/ GLAZING r part::) L.L. ' SEE ARCH. . � I I C I I 3 "x10GA. METAL I �s,c :'= MM I �`' s uDS • I6' O.C. :•:t t S'fuDe• I6' OC. ; � ® 6'xI6GA. METAL . STUDS • 16" O.C. i1 , I (BE)M STEEL (E) STEEL M I(E) MALL I !ILI : ( I - - I (E) MALL I BULKHEAD - •` 2 T/STL. r _f K 14 BULKHEAD +� T/STL. • /1 B/STL. ( SEE ARCH, i SEE ARCH. ,1 I• ; rt 14GA. CLIP ANGLE AT EA. STUD w/ // 14GA. CLIP ANGLE • EA. STUD W/ SEE ARCµ. - ;se j H55 GIRT, I I I LU _ / (2)-s$12-24 SCREWS TO (E) STEEL / j' (2)-*12-24 SCREWS TO (E) STEEL SEE PLAN 3 "xISGA. METAL • '' / t (4)->It10 TEK STREWS TO STUD ! (4)-?a10 TEK SCREWS TO STUD S UDS • I6" O.G. 1` w tl / ,,,, / ! U o p� 0 w p 7 •-DIDX BEAM, 5EE 46l " "� BOX BEAM 5EE I I I I/ > / PLAN, TYP. h• / P• LAN TYP tt 6"xI8GA METAL " IL I U •• - WN SECT.EE PLAN CONNECT TO I STUDS •rlb 0.C. • STUDS • Ib' U C. I . " I .. I • Z J z o� _ .� r �«; (E) COLUMN. SEE DETAIL A N '5 g '• ------ - _- "• -- ON 1"H15 SHEET ) 1 t 1 , _ . •• ��JJ I AT_SECT_ I ci U �� (4)-tt10 TEK I W8, SEE PLAN, COPE FLANGE a. SGREW9 TYP. IF kE0'D TO CONNECT W8 TO i_� ;r)....v.....< I 3/16" FLOOR (C I I COPE FLANGE IF REO'D r ' v (E) w30 L' •• c TMP I ( I TO CONNECT W8 TO ` 3- W6 BEYOND (E) W30 (AT SECT. 5A) ! �� 1 • �• T! E 2ND FLOOR 10 '•'j AT SECT. 5A ti C ) T/(E) 2ND FLOOR T/(E) 2ND FLOOR o • I"x24GA METAL I °' _ -- - - -- • DECK ATTACH �^� I (tIB -4") r — — 771.. .-- _.-• (415'-4') i -?_ _ (t1s'-4") W/tt10 SCREWS IIIITSI _T/S'L 7:4,‘ -- o T/STL. • 6 O.G. J.' I'x24GA METAL j I L4x3x� (LLV) N5 1 FS (tl7'-4") 8 (�1T-4') DECK A'i TACH W;(2)-1"S THRU BOLTS µS5 GIRT µS5 GIRT rf • • ♦ i• - - •«; W/#10 SCREWS I ais IN VERT SLOTrS. ' I �✓' 2 • �•• — •• • b D.G I +a f SEE PLAN1-...," ®x3x� SEE PLAN 1 c? 0 r-3�"x18GA. METAL I I H55 COLUMN, • 2'-6" O.G. I HSS COLUMN ' I i ! SEE PLAN I I -• >,� STUDS • 16' D.G. ^^^^ - _ SEE PLAN ' > • • •• •"-• # CEILING, SEE SCREWS, 10 TEK N c.: SCREWS, TYP. _ UNO ARCH, • N 1 3g"x18GA METAL ' ! \ I �� SIGN, SEE . TYPDS •L NG6" 0.0 , I �� (2)-*12-24 TEK itj ARCH ( ) — �iI SCREWS II I I' • 3i ..--<7 ,77.Z.›.--.... — • 32' O.G. TYP. :: ;: -\3-� `•I] �: •. :: B/STL. \• B/STL. METAL STUDS, B/STL. ! Lli • s ` l - SEE ARGµ. ;; ; HSS GIRT \\ SEE ARCH HSS GIRT SEE ARCA. •• •4.0 l �.;.: r SEE ARCH. I G, a r_f CEILING, i •• •• I 5EE PLAN I •\ t 5EE PLAN SEE PLAN t--1 • -T_ SEEI ARCH `� I I • �� • I I �" I Q W CEILING,/ \ SEE ARC-14. I I + I € W i o 0 N ' \ \ \ 1 I I N 1.L Q • ' I % c STAIR LANDING \\\\\\\\ V I •� m L 1 \HY STAIR MFR �� ' I I I T/LANDING i \ I .�• STOREFRONT , m - - - _ .= 1 GLAZING , N STOREFRONT, SEE ARCH. #� �a I S +' SEE ARC4-I r. I --1..,[ 0 STOREFRONT, T/STL. I I \I : .ttif .1 I SEE ARCH. SEE ARCH. G.G. TO GOORD. •~ I �- I •�+ " I I Y • 6 x1SGA. METAL _ • • C, Q II -- STUDS li" O.C. t- I E HSS COLUMN, - '- " /� SECTION ION • SECTION aa tto: SEE PLAN I . I Lt.fc I I rCI • I Q Z • irk O -_ s. r JI CX cr n ' I I y♦^ LIJ IOr , I I lb 0 e� co J 1_ IT 0 + I— cn SEE ) PLAN I I ./ ' I II Q I •1; T/BOX BEAM LU NI SEE ARCH. L� w 0 N I HSSbx6 COLUMN, SEE TYPICAL BASE V ix i— SEE PLAN (E) SLOPED CANTILEVERED PLATE DETAIL Ax Q '(t THREADED ROD • 2'-0" O.C. SLAB HSS COLUMN, W SEE PLAN t'4)- "m HIL71 KWIK BOLT 3 - 1 - - y� MAX W/HILT! NIT HTI50 ADHESIVE - ..-_ r. . - 1 -- ------ I -- it D 'L " CONCRETE SLAB OVERF'OUR I ANG ORS (3�" EMBEDMENT) - Cr)(4 EMBEDMENT INTO MST.) Il SEE PLAN (ICC 1385) V� • CLEAN SURFACE TIIOL!G+ILY CONCRETE SLAB - - • AND APPLY BONDING AGENT EcRPL�N -(E) SLAB = Ili Q < W o H956x6x�x8'-0" LG -Ail; T/SLAB TO -•- 1/- SECTION 3 SECTION i �. �- SECT ON 5 o O a �� MATCH EXIST. �"�� A I --1--- _ � � w r• SLOPED d —' I,-I1._oll ---rE�/ `"`. -' o„ "-I c” f" .,!•--H> —e I ' V Z ® o 2oc - -- -- – – W (A < �; • -� �a"xFIELD VERIF7x0' 9�" co << U5 U5 (5 < 1 v I - STUDSx 1 A•r16"O G. m I IBCA. TRACK W/ cn (2)-ft12-24 LINTEL, h_.=_-_-17_7_:;71=-JI. • TEK SCREWS iLi..." SEE PLAN t • 2'-0" O.C. J p� - - Af j DEEP LEG SLIP- 0 1 > ��p�D PROFfSs/y (E) GRADE r. TRACK 1 r_ El 1 - W/�v�aG N ESC o BEAM w - I 4 11111 x HORIZONTAL-- BRIDGING � - 6"xIBGA. METAL.-11 � yc;if i�^ STUDS • 12" O.C. I J. DON R� • SECTION SECTION __ -. -- -- - -- 05227 " 0 SECTION DETAIL A x .... THORSON BAKER & Associates, Inc. T Cnneulfing Engineers --..V.,f we„ Str••t-Doro Rowe (330)) 650-6666raS2 . 2 . .. u.,.aneld Mlle 44268 (SJt)) 650-6675 ro. IaU . l —.Y.p.•.+rtO ..- ._.... _ .....,,........__ .....,..Iw."...,,....«....,...w,._._.._.-...........,......-.,...__._.__..—. _ _ a.t.44,,1.t(Y;CY+, ., ..` ! ' . " ?°. • ' ,-• ---«.� —��'^�_•. t • ..a.:7h `,. ,_a ._ 7,71-777-74s . . .,1,.► .w .yw j cm. 'Iil11 rill III! I!II!ItIfltIII,i�II;� ll!�III'sII��i� , ,111 IIr , II. 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J w�oCnpeCe�Jepo -�-- -- I II ■ ■ I I 1 HSSi i N55GxG - • NSlixi } WOWS _� __ x T/(E) BLAB - i I (t0'-0") NSSixi 4 • n • ELEVATION , o ` �M�II I OM Mr q h7 • a 1 1A. • W NATES j IY < I :: - SEE ARas-1 FOR STEEL ELEVATIONS. - SEE FRAMING PLANS FOR GRID DIMENSIONS 1 I I j I W W Q W t-- Q 0 Q •• a H Q Cr• U 1- 0 < N Cr Z 0 W ', m Z , 0 °' 2 • — I'• S ,,.... to /.., LAU CI J erz U..1a E • c • Z Q Q 0 J0 InC � 1': z :612 ,..:: \I : , L1JLycv — I coD Z O ' � uQ Iz W Z Q W r a Q � L.r '- [C 0 0 0 W I cr Zcnp i < vcc 5E 1 11.E u; � � Q CC Ca Q CD N - , • �p PROf ti'� GI N E4.Spy 4.,(4:-17411 11 c\‘... (1‘27/ , • ob. R 9��'IrirC.� I E ■' 05227 n ST THORSON BAKER & Associates, Inc, Consulting Engineers .. . It't wt •.. Rxd 33J0)) 6599--0Th Po.f>r,,,. n 447„ se 3 . - . . • . . . . tiww.liew , ., -,-, ....-. f t. 5 3. b•�.:.a',y "/ 47,.:::,•„.t.,,,,, ....,1 - ) - . ',� � - 4” N '� ,740400,-..,-,-..,-..:",--- . cm�!II� . . ) iII . I,ul11,1 ,11,,',, ,,,,,-,.,,,q7:,,,,„,,,,,ISI 1 :r' 1n r' I'1 _--- ""_ .` - - .. .. . . ._.-.... .._ -._ .w•. e LEGIBILITY STRIP ' I „, 10mm.lcm 3 A 5 7 6 17 le 19 20 21 22 23 25 2a 2-7 ze 29 31 .• I • 3 1 X . , ,, Jr - • _ R \. . • ', - . ,.• , : -.._____ ,, r �N • • :4 CODE SYNOPSIS/ PROJECT DATA STORE TYPE: Abercrombie I itch Abercrombie & Pitch LOCATION. WASHINGTON SQUARE MALL 4!Sic Fitch LEVEL: 1 1 2 OF 2 BUILDING OCCUPANCY USE GROUP: `1- MERCHANT-1.-E STORE #972 Ab 1::::) . CONSTRUCTION CLASSIFICATION: TYPE H-B (FULLY SPRINKLED) WASHINGTON SQUARE MALL APP( (CABLE CODES: BUILDING: 1004 cssc MECHANICAL 2oc4 oMsc SPACE #S07 PLUMBING: ?0 5 °PSC 9585 SW WASHINGTON SQUARE ROAD. F ECTk'CA 2005 OP SC ACCESSIBILITY REQUIREMENTS: TIGARD, OREGON 97223 ACCESSIBLE TO THE PHYSICALLY HANDICAPPED IN AC CORDANGE WITH GUIDELINES AND THE AMERICAN DISABILITIES ACT - IggB UPDATE CARO / ANsI 117 1 AND LOCAL GORES TENANT • OCCUPANT AM 6,853/30 ■ 228 SALES 1,782/300 - 6 NON-SALES ABERCRO"B E 1 F!TCr-+ : .. - 228 - 6., 234 TOTAL 6301 F TCr, PATH MINIMUM PLUMBIN.QfIXTURES NEW ALBANY, 01,110 43054 (6I4) 283-6500 r WATER CLOSETS: 1 REQUIRED FOR MALE 1 REQUIRED FOR FEMALE TENANTS REPRESENTATIVES : LAVATORIES. ___1___REQUIRED FOR MALE 1 _ r URINALS NONE PROVIDED REQUIRED FOR FEMALE DESIGNER DRINKING---------- ------ IDED GR'JESE'. :-;---- ,. :s. _. - --.._.__..,-- !-I01�/SERVI FOUNTAINS:SIN (I) PROV MD(2) 5WALL SE PROVIDED SYMBOL LEGEND GENERAL INFORMATION KEY PLAN ��° UNISEX LAVATORY: 15 NOT PERMITTED CONSTRUCTION MANAGER `; X :;• I. G.C. TO PROVIDE l INSTALL FIRE EXTINGUISHERS FOR STORE I FIRE PROTECTION: ROBERT PERAZA 468'a ,_` Abercrombie & Fitch _ DEMISING WA L -- I HOUR '�`. I% -1 OPERATION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. AT A j �' SPACE u N s SALES / NON-SALES WALL - 0 HOUR - MINIMUM PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF i.1177 LEVEL I OF 2 r 9 `� PLAN DETAIL -- T -- SALES / NON.-SALES DOOR - TYPE B (i0 MiN) b -;:'. ' 0 J NOT LESS THAN 2-A PR 2-AIOBC WITHIN 75' TRAVEL DISTANCE O ALL - CEILING - CLASS 'A" MATERIALS PROVIDED , PORTIONS OF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. t-i COLUMNS - I HOUR ' �j PLAN SECTION ._ N �� SERVICE CORRIDOR HALL - I HOUR CD 2. SPRINKLER SYSTEM TO BE APPROVED BY LOCAL AUTHORITIES T- ® SERVICE CORRIDOR 0004 - TYPE a (60 MIN) �e j 1 I - - 4 <.`� -- I 3. A 44" CLEAR BUILD 4,3LE SHALL BE PROVIDED AND MAINTAINED C� SPRINKLERED: AN APPROVED AUTOMATIC L SPRINKLER SYSTEM SMALL BE 1:ti: SECTION DETAIL © THROUGH ROOMS TO EXIT DOORS. I �r vim �r © , I PROVIDED DEVELOPER a `, 4 CONTRACTOR SHALL REPLACE ALL DAMAGED FIRE-PROOFING WHERE - ---- -It-IFIL _ fli IT REQUIRED EXITSF ^ APPLICABLE ,______._ - -- SSE REOUNI yENTS; (2) EXITS EQU RED - (2) ROVILEeie .. -1 C -L_ TRAVEL DISTANCE: 200' MAX. T^= ~ACER.;,� GQ'PANY CABINET DESIGNATION _W = WHITE - 40' SHIRE BLVD. �� M ■ MAHOGANY 5. ENTRY DOORS TO BE CLOSED AND LOCKED AFTER BUSINESS HOURS. um? I �r 9'* NOTE: OCCUPANCY CLASSIFICATION FOR SPACE tt507 USE SL '= 7 00 2 2'-0" WIDE CABINET GROUP MERCHANT'LE TYPE I1-5 FULLY SPRINKLED . :.: 4 = 4'-0" HIDE CABINET I 6. USE OF PLASTIC FOR WALL OR CEILING COVERING, OTHER THAN '� _•' s.; ~ r - J (FULLY SPRINKLERED-PROTECTED) EXIT / EGRESS SAti":. MONICA CA x0401 • 1 LUMINOUS CEILING, 15 PROHIBITED( UNLESS SPECIFICALLY APPROVED IN L7 C_'• • alIII ii I OCCUPANT LOAD - 234 LEVEL - 1 t 2 OF 2 PHONE: (310) 3a4-600C DETAIL/SEEN/SECTION WRITING FOR EACH USE BY BUILDING OFFICIAL ---�. 0OTS >> ❑❑ -i ►. NOTE: ENTIRE SALES t NON-SALE'S AREA OF THE STORE 15 FAX 310 305-2-°' SCALE/NOTE 7. ALL SECURITY DOOR AREAS TO DE PROVIDED WITH A KEY LOCKING TO RECEIVE AUTOMATIC FIRE SPRINKLER DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION I �) PROTECTION AS PER APPROVED FIRE PROTECTION TENANT COORDINATOR P-1 FINISH MARK AND 50 LOCKED DURING BUSINESS HOURS (WITH THE EXCEPTION OF THE 1-y ' um..... �; PLANS DOOR). (PER LOCAL BUILDING CODE REQUIREMENTS) USAGE HISTORY: RETAIL PROPOSED USE, CR NA ESC..DERO 1 ROOM I REAR SERVICE _ _ II'-o' CEILING +IEIGUT ROOm is 8 EMERGENCY LIGHTING SMALL BE PROVIDED WITH AN ILLUMINATION "Abercrombie I Fitch" RETAIL SALES IS TO BE PHONE: (310) 304-6000 EXT 2658 SITE MAP WALL--� W I5F-IIP-1 VALUE OF ONE FOOTCANDLE AT FLOOR LEVEL, UNIFORM THROUGHOUT USED EXCLUSIVELY FOR MEN AND WOMEN FAX (3�0) 305-2701 I P-5 CEILING FINISH BASE ---� B HOOD/P-2 -_--_-� EGRESS PATH. APPAREL RETAIL SALES CABINET----) C 5F-2/P-3 I', A --- ELEVATION NUMBER TRIM/CASINGS T P-2 a. ONLY (PANIC HARDWARE APPROVED AND LISTED BY THE STATE OR INDEX OF DRAWINGS CONSULTANTS >' ,; LOCAL FRE MARSHAL L. SHALL Bre INSTALLED. a ,: . FLOOR -------) F QFC-2 -. p :, '•: D A7.1 B 10 EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN TITLE S -4EET ARCHITECT OF RECORD V WOOD FLOORING SERVING AREAS WITH AN OCCUPANT LOAD OF 50 OR MORE PERSONS. DAVID A OUSE - A A W -ELEVATION SHEET NUMBER THIS !ZOOM XX/. 40.t� SPECIFICATIONS YU I1. DOORS OPENING INTO UNE-HOUR FIRE-RESISTIVE CORRIDOR SHALL B !020 DENNISON AVE, SUITE 300 50. FT. 40.2 NOTES AND SCHEDULES w I . PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A COLUMBUS, OHIO, 43201 • -"- MIN. 20 MINUTE RATING ij Xna� A0.3 SEISM(., DETA �S AND NOTES PHONE: (614) 207-1020 0 • `� A1 .1 1ST FLOOR .5-1E.-LL COORDINATION PLAN FAX (614) 201-1020 KEY TO ABBREVIATIONS12. EXIT :''IGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO �„,� 1 '" 41 .2 2ND FLOOR SNE' L COORDINATION PLAN PROJECT MANAGER: F'S/GEORGE PACK `-- - --- --- -- - - ------- LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS ILLUMINATION �I ,.� I •;.( .,1 1; 41 .3 PROJECT COORDINATION/EGRESS PLAN ,.1. :• SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN - --- .` A2.1 1ST FLOOR CONSTRUCTION PLAN ENGINEER OF RECORD THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE A2.2 2ND FLOOR CONSTRUCTION PLANTHDRSCN BAKER H550C A ES INC, A.F.F. ABOVE FIN151-1 FLOOR L.L. LEASE LINE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY ALUM. ALUMINUM LAV. LAVATORY LIGHTING SHALL GIVE A VALUE OF ONE FOOTCANDLE AT FLOOR LEVEL, CD 43.1 1ST FLOOR REFLECTED CEILING PLAN 3030 w. STREETS3OR0 RD. UNIFORM THROUGHOUT EGRESS PATH Atli+�l`� A3.2 2ND FLOOR REFLECTED CEILING PLAN RICHFIELD, 04410 44286 B/W. 3ACKHRAP MFG. MANUFACTURER I•• •E: ! -led/- A4.1 1STFLOOR I HT I PHONE: (33O 65°-6688 13. FIRE DAMPERS OR ACCESS DOORS SHALL PROVIDED WHERE DUCTS LAI SC•lc>a! MU. NJ. tilt LO.. L G 'VG PLAN BLK'G. BLOCKING M.O. MASONRY OPENINGY; 44.2 2ND FLOOR LIGE-!TING PLAN FAX (330) 650-6675 PENETRATE FIRE-RATED WALLS OR CEILINGS. }' A5.1 1ST FLOOR HALL FINISH PLAN ELECTRICAL. LAURIE BORCHERT BD, BOARD MAX. MAXIMUMMECHANICAL: JOHN KRUTKO MECH. MECHANICAL 14. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT (4°7. �. A5.2 2ND FLOOR WALL it FINISH PLAN TIaE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT .t't: b Mr7 10 STRUCTUR4.._.: PATRICIA FELLENSTEIN C/H. CASi�WRAP M.D.F. MEDIUM DENSITYFIBERBOARDu r A6.2 2ND FFLOCP, PRESENTATIONIFAN ~- CLG. CEILING M.D.O. MEDIUM DENSITY OVERLAY 15. ALL DIMENSIONS ON PLANS ARE FROM FACE OF GYPSUM BOARD TOAREA CALCULATIONS q. CENTERLINE MTL. METAL FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. ,"'- IF A7,1 INTERIOR ELEVATIONS _ __ ` COL. COLUMN MIN. MINIMUM 16, ALL FLOOR PENETRATIONS MUST BE CORE-BORED OR SAW CUT, ` as Kpj .( �q� A7.2 INTERIOR ELEVATIONS - CONG. CONCRETE MISC. MISCELLANEOUS SLEEVED, SEALED, FIRESTOPPED AND WATERPROOFED. AB IA FRONT STOREFRONT ELEVATION APPROX. GROSS AREA - 11, 00,0 SCI.F • ;ONSTR. CONSTRUCTION A8.16 REAR STOREFRONT ELEVATION C.M. CONSTRUCTION MANAGER N I.C. NT^,'� IN CONTRACT 17. ALL WET AREAS SHALL. BE WATERPROOFED USING 30 MIL N A,8.2 STOREFRONT DETAILS POLYETHYLENE CLEAVAGE MEMBRANE INSTALLED PER MANUFACTURE A8.3 STOREFRONT SECTIONS ' • CONT. CONTINUOUS N.T.S NOT TO SCALE RECOMMENDATIONS. BEFORE FINISH FLOORING IS APPLIED, G.G. TO C.T.F. CUT TO FIT N.P. NEUTRAL PIER DEMONSTRATE WATER TIGHT INTEGRITY TO LANDLORD'S FIELD REP, A8.4 STOREFRONT SECTIONS APPROX. SALES AREA 8�3 SQ.FT. 45.5 REAR BUILDING CROSS SECTION -- - L - - -- Aril.1 ENLARGED ENL. R..�ED STOREFRONT DETAILS ELEV. ELEVATION PLEX. PLATE GLAS LANDLORD COMMENTS BUILDING DEPARTMENT COMMENTS 410.1 CABINET DETAILS APPROX. NON SALES AREA 1 , 752 SO F` 0 ENTS EQ EQUAL PLYWD. PLYWOOD -- - A10.2 CABINET DETAILS PASS EX EXISTING PREFIN. PREF!NI DIED A10,3 PASS THROUGH-4 DETAILS EXT EXTERIOR 5Pt_CI,'s. . I„�-s4t..CTION REQUIRED 410,4 CONSTRUCTION DETAILS LINEAR FEET OF STOREFRONT - � ' - 10 1/2' RAD. RADIUS _State-afOrel ,t^;ri.?c1ora13pecialtyCode_ DEFERRED _ A11 .1 CASH-4WRAP * BACKWRAP DETAILS F.D. FIELD DETERMINED REQ'D. REQIIIRED 0 commis).4,,•+f'in;rncingSteal Fire Sefinkiee .G_ 412.1 FITTING ROOM DETAILS FIN FINISH R.O. ROUGH OPENING The Alen. ISSUE DATES �l Botta r= , ,n t;r,nerctodML~I IN.hanler 1 Al2.2 CONSTRUCTION DETAILS " FL.D. FLOOR DRAIN (REF). REFERENCE /IumhTrN �� 412.3 CONSTRUCTION DETA'L.S 0 S p^ .4,cnt;?. isttn Concrete Name t. 9 Ek rkal - S LANDLORD DATE: 11 -14•-05 FL. FLOOR I L Roto,.'-• t•-,: ) tP91 L.Prestreasinp Steel Tendons Tn rn,h,a.ies -` 412.4 CONSTRUCT ION DETAIL,, SECT. SECTIot`, eh^prh.wlnd Al2.5 CONSTRUCTION DETAILS F.O. FINISHED OPENING 54T. SHEET X( -tr. • - O11ef ' Al2.6 CONSTRUCTION DETAILS PERM!I DATE: 11 -14-05 SIM. SIMILAR ''�' °'{"'' ' t w'''"9 ►• s i �s A13.1 PRESENTATION DETAILS 4� �a T `.�` 1+G�`�`5 • � F.R. FITTING ROOM S�'+'� 11 _1 F.R.T. FIRE RETARDANT TREATED SQ. SQUARE `� Aci.unt:ItAwr! E1 .1 POWER PLAN - LOVIER LEVEL. RID DATE: 4-05 1NC'L1'DF-IrN-�TTAPRFt)1 F.R.P FIBERGLASS REINFORCED srr:crFICAT1ohHcwK E1 .2 POWER PLAN - UPPER LEVEL STL. STEEL r I ;wy{ .urn Concrete PANEL STRUC . . STRUCTURE r Gl��TECH Rt rear $srRur.TukALCAIcs G.C. GENERAL CONTRACTOR M I� .,,; ' ^ar{,:rete Fill E2.1 L I GI IT I NG FLAN - LONER LEVEL REVISIONS �.7i..0 Ul)CUMhNTlt GHB GYPSUM /BOti,lD) TEMP. TEMPERATURE Sr'tr•'+F,'Ia�Fire•ResistivRMaterialst E2.2 LIGHTING PLAN - UPPER LEVEL r�DIGATES N(. �'F\�IsION TI-415 SHEE' TNRU. T�IROUGN rj p:Iz;a,GlitfecFierssenctCalesons E3.1 AUDIO PLAN -' LOWER LEVEL K '� % DATE COMMENTS j TYP, TYPICAL T-u/al{s ` i+_*+ �' F�/E 0 Shotcretn E3.2 AUDIO FLAN - UPPER L. L NIC, HANDICAPPEDED1 .1 ELECTRICAL DETAILS • NGT• . HEIGHT U.N.O. UNLESS NOTED OTIJF'RWISE 0 Special crTidin�l,Excavation end Filling to stirs- ED2.1 ELECTRICAL RISER t SCNEDUL.ES 0 Smolt -Control Systems �I.D•F. HIGH DFrd51TY �Sw uas�M S"• E51 .1 ELECTRICAL SPECIFICATIONS V.I.F. VERIFY IN '=IF D 1 0 ONserInspections FIBERBOARD VERT. VERTICAL 4"__ . - '/ i }•�ct!.1c1 I V%sv FP1.1 FIRE PROTECTION PLAN • NORZ. NORIl_ONTAL V.C. VOLUME CONTROL M1 .1 MECHANICAL PLAN - LOVER LEVEL I•IR. I-4OUR M1 ,2 MECHANICAL PLAN - UPPER LEVEL • OFFICE COPT MDI .1 MEC1SAN(CAL DETAILS -- L .,1 HI' WITIJ MD2.I MEC(-1ANICAL DETAILS REVISION DIRECTIVE KEY �'�` •" INGAr .D. INCANDESCENT W/o. WITHOUT t.z� �J.'`. INT. INTERIOR ND HOOD MS' .1 MECO-IANICAL SPECIFICATIONS L.L - LANDLORD DIRECTIVE nn Q1J'`� 50.1 GENERAL NOTES S1 .0 FOUNDATION 4 PLATFORM PLAN B.D. - BUILDING DE,-'T. DI(�ECTIVE T.D. - TENANT DIRECTIVE um - AHI,, 51 .1 2ND FLOOR PLATFGRI- �RAMiNG PLAN G.C. CONTRACTOR DIRECTIVE fe ° - . 51 .2 ROOF FRAMING PLAN ',> O 52.0 PLATFORM SECTIONS DETAILS FOS OW' • 52,1 ELEVATOR SECTIONS DETAILS SHEET 430 52.2 SECTIONS 4 DETAILS TITLE 3`t 4.„,0601,............ . _____ . ......_•_. . .... ...• 4,..,,,, .. . .,:: -..,:../Vi.,,,,4'•''','' ' ' II: i.-.: ..-....... ............:_ - ::'I.Y-L•^L'..�R...-._...:... :.I ,,., ,N.... . •: ,.w.:'.--`. :F� s.x.:'.k2,y,gt: .'777:7Z-77774"1 "4'*"' -::.,L'm�3•#'-^!G"� i".."'=_---7.----"'''___... „ - .i:.:Jci.R+a• . y ,..•�,. • '7':..H4a ,>k1. � +r- �--r y.F+.`4ad•>.F+rt'lY:i...... ••4AP.. IRm7�is.7e LEGIBILITY STRIP w, I I I OI a ,. q b f e. 1 '•')NI • JL 1 ., luttlI141I�1�LJYllal. I111{,1L111I11' - • n •• 1 • ,. , +A•'. @.,w N1.�.!Y4'tP{W`1M ♦..W,n.dba•. 1. Y ' Ly:;1' +:,,:f, ,R".4 r . -w - ,Jw•-, ,_ .._. ... ., - .. ,. . • f' ,T. . ' . .I . ,i i, . M. 1 if 4 SPECIFICATIONS DIVISION I - GENERAL REQUIREMENTS D. LAYOUT OF WORKC2U. TO ACHIEVE THE DESIRLJ 'GUSSY APPIANAN(E ANU 51100TH FEEL THE MINNOW Us1NC EIIENJAYW AREAS TO H NYE FINISHED PWOOODFLOOftING.SiPLYYNgOO SHAM BE C)X• -----RADE 0SDR NOT ' DIVISION VIII - DOORS AND WINDOWS 7IF1. EXERCISE PROPER PRECAUTION lU VERIFY All EXISTING CONTXTONS ANO LArW T (>f WORK. CONTRACT(XR TO -- -- -- MOORE 011-6A D 'IMPERVO' ENAMEL WARPED OR HEAVILY SOILED PLYWDEX) Well NOT EXCEED 12%Of THE MOISTURE CONTENT OF THE FINISHED G • ) A CONSTRUCTION DOCUMENTS NOTIFY OWNER'S CONSTRUCTION MANAGER Of ANY DISC7REPAhQES IMY;DIATELY. CONTRACTOR IS RESPONSIBLE A. DOORS AND HARDWARE WCX)D FLOURING. LAYOUT THE PLYW)00 SHEETS N AN ASHLAR PATTERN OVERLAPPING SEAMS A MINIMUM Of • FOR ANY ERROR RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR Mal NOT BE 1 DOOR HARDWARE: REFER TO DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS PRIORc. TO INSTALLATION OF TRIM WORK 32.4.S. 1' AS ILLUSTRATED INEXHfBIT 2 A PIYW(XXU IS TO DEADHERED TO SLAB MTH OWNER PROVIDED U.S • 1 DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COIPUMENTARY SPEOFlC INFORMATION MAY a FOUND IN CONSDEREi) SUBSEQUENTLY AS A BASS FOR EXTRA COMPENSATION. 1. Flu ANY IYPERFICTIONS 5 IN THE OWNER SUPPLIED CASING TRIM BOARD !MIH ANIL SPACKLING. MASTIC II, ELASTOYERIC WATERPROOF ADHESIVE. APPLY ADHESIVE AS SPEgF1ED BY MANUFACTURER WITH A p OTHER CR BOTH. / CASING/ 114'• 1/4' TROWEL ANO AN AVERAGE COVERAGE Of 35 SQ.FT. PER GALLON IN A TEMPERATURE BETIIEEN 50F O 2. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR 1 HOLLOW METAL WELDED, MINION 16 GAUGE. 9!E AND SHAPE PER DOOR SCHEDULE a• THE TEAM 'OWNER' AS STATED IN THE FOLE0IYIIC SPECIFIGTI()NIS AM) CONSTRUCTION DOCULENTS, REFERS TO THE SHHOULLD HE BEIN DOUBT AS TO THEIR MEANING HE SHALL AT (INCE NOTIFY THE OWNER'S CONSTRUC110Ni 2. SAND ENTIRE TRIM tUOARU USIND A PALM SANDER AND 120 GRIT PAPER. AND 1001 AU OW ADHERED PLYWOOD TO CURE FOR 10 HOURS BEFORE AIDING LIGHT FOOT TRAFFIC ACCESS QC AND 24 HOURS BEFORE INSTALLING THE WOOD FLOORING INSTALL PLYYA)00 MAINTAINING A GAP Of 1 8 TENANT Of THIS SPACE ONLY AND DOES NOT REFER TO THE LANDLORD OF THE PREMISES. 3 AL BUILDING ()ADRs MERE REQUIRED, PRONDf U.L LABEL DOORS AND FRAMES PER APPLICABLE STATE AM) I I I MANAGER. LOCAL BUILDING OXIDES. b. AFTER INSTALLATION (X TRIM WORK: EFETIRE.Eh All SHEETS AND A GAP O 1/4' BETWEEN All WALLS AND FIXED AIRCHITECPJRA. AND 1,1-E-P RdiTm•ve M ELEMENTS. NAIL OR PIN EACH SHEET f0 THE SLAB MN 11 NANLS UR PINS USING A PNEUMATIC CONCRETE • oLD 1 ANY DISCREPANCIES, ERRORS Dr? DISCOVERED IN THE CONTRACT UOCINENTS BY THE CONTRACTOR E. CODES AND STANDARD$ 1. FXI NAL/SCREW HOLES NTH VINYL SPACIKUNG AND LIGHTLY SPOT NNE AREA. �� CNE 8E BROUGHT f0 THE ATTENIGN Of OWNER BEFOIRE PROCEEDING 11111-1 RELATED WORK; OTHERWISE RICATE AND ERECT TRUE THE 4. FAB , PLUMB AND SQUARE AS SICCED ANO AS DI(A)LED AND PER MANNUFA,. JRER'S T-T\NIALER, SPACING THHE FASTENERS AS INDICATED IN EXHIBIT 2-8. SAND FLUSH ANY SHEET SEAMS THAT I , • (X RECTT'W Of 9)CH ITEMS IS THE RESPONSHUTY OF THE CONTRACTOR. 1. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH All ORDINANCES, STATE RECOMMENDATONS. MAY WARP OR CUP AFTER INSTALLATION. ULAN ALL JOINT GAPS OF Al. DUST AND DUCT TAPE AU. JONES TO Ra 2. APPLY PRIME COAT USING BENJAMIN MOORE "MOORE'S ALKYD ENAMEL UNDERBODY 21Y WHITE TO ANO LOCAL BUILDING CODES (LATEST LOTION), AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS (REFER TO SEAL W000 PREVENT DUST BUILD-UF IN THE GAPS BEFCRE AND WRING THE TOTAL. ASSEMBLY Of THE WOOD FLOOR .-- 4. 0314TRAC1UR IS RESPONSIBLE 10 1491 THE SIT PRIOR TO BVI) OAR 1 ACCESS IS DENIED, CONTACT OWNER'S CRITERIA MANUAL). B. LASS AND GLAZING --- - AO I OONSTRUC110N MANGER IMMEOATEIY FAIURE TO CONTACT TIE. OWNER'S CONSTRUCTION MANAGER Nil RESULT IN c 1 GLASS 3. OBSERVE ANY NAOSCREW HOES SHOMNG THROUGH THE PRIME COAT ALU HF SPACIKLF. AREAS, 1 - i _ _. I �� • ' Elf CONTRACTOR TO ABSORB ANY ADDITIONAL COSTS DUE TO RIDDEN CONDITIONS 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL CONFORM TO THE - • l• LOCAL AND STATE CODES, AS WELL AS AU. WARNING CODES (REFER TO TITLE SHEET). a. STOREFRONT (USS TO BE HORIZONTALLY TEMPERED S11E AND NUMBER Of PIECES AS SHOWN ON SAND AND LOIRE SPOT PRIME ARIAS f j' S APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PRO ECT SHAM NOT CONSTITUTE AN APPROiAL DRAWINGS. GLAZING CONTRACTOR TO PROVEN- AND INSTALL ALL GLAZING CHANNELS, CAULK, BLOWING, EIC., 4 SAND PRIME COAT USING A PALM SANDER ON FLAT SURFACES AND BY NANO ON CONTOURED -` f _ j • • • • (F UKE VARIANCES ON SUBSEQUENT PROJECTS. F. GENERAL CONDITIONS REQUIRED FOR COMPUTE INSTALLATION. PROVIDE NEAT, UNIFORM (1/4' WADE UNLESS NOTED OTHERWISE) In . GAPS BETWEEN GLASS PANES AND BETWEEN PANES ANU ADJACENT VERTICAL SURFACES. SURFACES ;Jaw 220 GRIT PAPER -- 4 K 8 SNHEETS 4 X 4 SNEE15 B. UWNER DIRECTiVES 1. THE AMERICAN INSTITUTE C ARCHITECTS DOCUMENT A201 'GENERAL CONDITIONS O THE CONTRACTOR FOR _ _ 24 NAILS OR PINS 16 MALS CR PINS G CONSTRUCTION' IS A PART OF THE CONTRACT DOCUMENTS. b. ARRISEED EDGE: EDGES TO BE DIAMOND GROUND :/16' 45 DEGREE BEVEL AT FRONT AND BACK FACES 5 Cu' T' THE DI BASED PAINT AS REQUIRED BY ADDING PAINT THINNER. EXHIBIT 2-A M EXHIBIT y-B ` st I THE (ONIRACTOR SHALL F1IRNVISH FULL TIME ON SITE CONTINUOUS SUPERVISOR. RUE PROJECT SUPERINTENDENT WITH ALL EXPOSED EDGES UNVIORMIY MACHINE POLISHED. 6 APPLY THE FIRST COAT O OK-BASED ENAMEL AVOW TO DENY FOR 24 HOURS 4. WOOD FLOORING A QUALIFIED FLOORING CONTRACTOR S TO INSTALL THE WOOD FL(XMRlNG FURNISHED BY (VII/, Q .r. SHALE RE.NAN ON SIR UNTIL PUNCHUST IS 5G/4ED OFT. 2. ALL PERSONS INTENDING TO PROVIDE GOODS OR STRNCES IN CONNECTION MTH THE WORK ARE ADN5E0 TO 2 GENERAL ('ONRACTOR TS RESPONSBIf FOR SUPPLANG CXR RENTING Al TlXXS WME10[R5 GENERATORS, FTC.. FOR READ UNDERSTAND THE REFERENCED AA DOCUMENTS PRIOR TO PROCEEDING. CONTACT AA OFFICES AT c. STOREFRONT (USS SHALL NOT BOW MORE THAN +/ 1/16' OUT O VERTICAL. AM' UPON RECEIVING THE WO FLOORING EHE C.C. IS TO INSPECT THE GENERAL CONDITION Of THE MATERIAL / ,AND ME FIRST FINISH COAT USING 220 GRIT PAPER AND REPORT ANY OBVIOUS DAMAGE OR DEFECTIVE MATERIAL EXCEEDING 2%OF THE TOTAL DELIVERY TO & FS 1735 NEW MURK AVENUE N.W., WASHINGTON, OC 20006-5292, PHONE (202) 785-7133. • �� p COMPILING THE PRQECi. d. ALL (,LASS 10 BE SET IN GLAZING, NO GASKETS UNLESS NOTED OTHERWISE REFER TO 'STOREFRONTCONSTRUCTION MANAGER ACCLIMATE THE FLOORING IN THE STORE ENVIRONMENT FOR A MINIMUM O THREE (3) ATID 8 MPF 0001 NTH A TACK QOM OR TOILE THAT IS DAMPENED NTH PAINT ROWER 3. GENERAL C'AIITRACTOR IS RESPONSIBLE FOR INSTALLATION O N-WAIL BACKING Ai)FLOCKING FOR ALL ITEMS N 3. THE GC. SHALL ALSO BE REQUIRED TO REVIEW, UNDERSTAND k SIGN THE STANDARD CONTRACT BETWEEN DETAIL SHEIT(S�. DAYS (72 HOURS), OPTIMUM IS FM (5) DAYS, PRIOR TO INSTALLATION. TQ ACCURATE, OPEN ALL CARTONS AND OWNER L'.C. LATTICE STACK INDIVIDUAL PLANKS NTH r SPAONG, STARTING THE PLANKS ELEVATED DEF FLOOR SLAB BY T Z STOLE. / SITE u�/ t ALL GLASS TO BE INSTALLED BY GLASS MANUFACTURER'S REQUIREMENTS AND PER STANDARDS AM) 9 APR lhF. 52COND COAT (X (Ell BASED ENAMEL. ALLOW TO DRY FOR ?4 HOOKS 1/2' (2 >< 4't LAID FLAT AND SPACED 12 APART). RACK FLOORING TO DISTRIBUTE THE SHORT AND LONG m 4. AL OWNER SUPPLIED MATERIALS (QSM) ARE FURNISHED TAILGATE DELIVERY ONLY. 111E CON1RAClOt S DIVISION II _- �) TE WORK GUIDELINES O /AMA, FDA& SIGMA, ASTM AND LOCAL CODES AND REGULATIONS. 10 SAND AGM USNNNc 210 GRIT PAPER. PIECES EVENLY. CONTROL asPERs1aN OF CARTONS TO U(E AREAS TO HELP CONTRA COLOR UNIFORMITY E < _U RESPONSIO1E 0 UNI'AOKNI, COUNT AND INSPECT FOR DAiAGE ALL O . 111E CONTRACTOR SHALL TRANSPORT AU 'Q OWNER SUPPLIiD MATERIALS FROM ME PONT O (XT LOAD TO THE JW51iE. MATERIALS NU BE DELVERFD TO TIE T. All TEMPERED (x/15S IS TO HAVE LABELING STATING 'MARRED' IN 1Hf LOSER LEFT CORNER. WHEN 11. MIN DOWN MN A TACK CLOTH OR TOWII THAT IS DAMPENED NTH PAINT THINNER. CC. TO FURNISH AND INSTALL 15 UB. FELT PAPER ON TOP OF SUB-FLOOR, STAPLED ALONG SEAMS AND AT 30' QOSEsi AVAILABLE iRu(X DOM OR OTHER LOCATION AS COORDINATED MTH ANO DIRECTED BY NE LANDLORD. GC. A. NO WORK UNDER THIS SECTION, UNLESS MOTET• OTHERWISE ON CONSTRUCTION DRAWkICS. VIEWED FROM OUTSIDE Of STORE, 1' ABOVE, AND 1' OVER FROM THE WINDOW STOP OR FRAME FACING THE. O.C. ACROSS 5UBF100k. W MU. BE RESPONSIBLE TO CO RDINATE MTH Alrt VENDORS FOR ME DQ)VERY AND INVENTORY O ALL OSM. REPORT EXTERIOR SIDE O THE WINDOW/DOOR 12. APPLY THIRD AND ANY ADDITIONAL FINISH COATS AS NECESSARY. FINAL COAT TO BE UGHTLY O Z DISCREPANCIES. DAMAGES OR MISSING ITEMS 10 OWNER'S CONSTRUCTION MANAGER WITHIN 71 HaIRs a RECEIPT DIVISION !I I - CONCRETE BACK BRUSHED TO PROVIDE HAND FINISHED APPEARANCE. NOTE: Al THHiS PONT IT IS CRITICAL TO INSTALL WOOD F100139-G IN A STRIP PATTERN MTH ALL JOINTS FLUSH AND TIGHT, MTh NO (TAPS BETTVIEEN MATERIAL O QIESTONAELE DUALITY 15 yQj TO BE INSTALLED. OTIERMSE IT NU BE REPLACED AT COITRACTOR'S - 2. MIRRORS MAINTAIN A VIRTUALLY DUST FREE ENVIRONMENT NO CARPENTRY MIRK SHOULD BE PERFORMED IN THE PLANKS INSTALL FLOORING IN A RANDOM PATTERN, STAGGERING THE END JONTS BY 6' EVERY NEW ROW(SEE • F)Q'FNSE. GG t5 TO BEGONE AND NSIALL ALL OWNER SUPPLIED MATERIALS AS SHOWN N DRAWINGS, ItiSGROD IN ANO WORK UNDER THIS SECTION, UNLESS NOTED OTHERWISE ON CONSTRUCTION NAMNGS. a. AL1 SALES MIRRORS ARL SUPPLIED BY OWNER AND INSTALLED BY GC. REFER TO DETAILS WORK AREA DURING OR ALTER APPLICATION O THE FINAL COAT. EXHIBIT 3-A); AVOID 'H' AND 'I' PATTERNING. (UT END LENGTHS 10 PROVIDE A 1/1' EXPANSI(XN GAP ()FF • _ SPEOFICAMNS AND/OP AS DIRECTED BY TAMER'S CONSTRUCTION MANAGER. WAIS AND CABINET BASE DECKS. RIP EDGE LENGTHS TO PROVIDE A 1/2' GAP OR THE FINISHED WALLS OR V . "44' D. FLOOR PREPARATION FOR FINISH FLOORING I DIVISION IV - MASONRY b. All NON-SALES MIRRORS ARE SUPPLIED AND INSTALLED BY GC. LAVATORY MIRRORS TO BE "90EAR c' CABINET BASE DE% FRAMES. NAIL THE WOOD FLOORING TO THE PLYWOOD STUB-FLOOR USING A SENCO' t CI- 1. • 5. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE, LOSS, THEFT, OR DESTRUCTION Of AL1 OTAWR-FURNISHED `- -- PRODUCT (18'X30'). REST ROOM DOOR MIRRORS SHAH BE 1/4' CLEAR PLATE PROVIDED AND INSTATED BY 1 CONTRACTOR SHALL EXAMINE DOSING STAB CONDITIONS ?0 DETERMINE TO WHAT EXTENT PNEUMATIC STAPLE DUN, 1100Ei tj5LS2(XiF USING SENCO' rug )/16' CROWN, 18 GUAM STAPLES, PART IRRINnq • CONTRACTOR WITH CONTINUOUS BRIGHT, BRUSHED ALUMINUM 5 J-WANNER. TOP AND BOTTOM 45P FLOOR PREPARATION, LEVELING, CHIP HNSIERNG, ETC. MLI BE NECESSARY TO FURNISH A SMOOTH, LEVET 13BABR, EVER' 6' ALONG BOARD, 3' FROM ENDS, SETTING CJN PRESSURE (A KEEN 100 PSI R 110 rsi. _ MATERIALS. THE CONTRACTOR Mu DE BACK-CHARGED THE OIL COST O REPLACEMENT MATERIALS INCIUONC A THE CONTRACTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK INDICATED ON THE PLANS, OR S SUBSTRATE FOR THEE PROPER INSTALLATION OF ALL FLOORING MATERIALS THE COST Of SUCH WORK TO THE WHEN WALING CLOSER THAN J' TO THE END OF A PLANK K REAIIRED, PRE-DRILL PILO' HOLES AND HAND NAIL ( i l FRUGNT QUARTE'. BY C.R LAURENCE CO., LOS ANGELES, CALIFORNIA, 8(XH-121-6144 SET N MASTIC. ALL EDC1S O MIRRORS `✓" NOT INDICATED ON THE PLANS YET INCIDENTAL TO THE ACCOMPLISHMENT Of OTHER WORK. MASONRY WORK ( ) EXTENT THAT IT CAN BE UE TFRYINEO DURING THE BID PROCESS SHALL BE THE RESPONSIBILITY O THE TO PREVENT SPITTING PLANKS DO t�j TOP NAIL THROUGH ANY EXPOSED FACES OF PARKS. WHEN 6 THE GENERA CONTRACTCIR IS RESPONSIBLE FOR 1N COORDINATION OF EAUH TRADE NTH OTHER TRADES. SHALL MATCH DOSiiNG WORK. FINISH BRICK WORK SHALL BE NEATLY TOOTHED INTO EXISTING MASONRY, IF TO BE GROUND/POUSHED TO CREATE A SIJGLHRY CURVED EDGE MTH A SMOOTH FINISH. EDGES TO FIE CONTRACTOR UNEVEN SUBSTATI Mll NOT BE ACCEPTED AS AN EXCUSE FOR POORLY INSTALLED FLOORING INSTAWNG PLJWKS PARAUEL TOA TRANSITION WHERE NAILING CAN NOT BE DONE, CLUE PLANK IN TRA,(. SET L.- . CONTRACTORS %ALL NOT BE ENTITLED TO ADDITIONAL CXIIIPENSATON FOR CO TiICTS WHICH RESULT FROM L'.JC Of APPLICABLE. ANY WORK ON MALL BASE BUILDING EXTERIOR WALLS MUST BE APPROVED N WRITING BY CAULKED MTH CLEAR SILICONE. NO RQUGi EDGES ON MIRRORS M11. BE PERMITTED .-- COORDINATION CX THE NOVO) TRADES. LANDLORD PRIOR TO COMMENCEMENT OF WORK. C. ENTRANCE AND STOREFRONT MATERIALS WEGiITS ON PLANK Al ADHESIVE IS FULLY SET. -- -- - • c 2. G.C. SHAH BE RESPON9BLf FOR BEAD BUSTING THE ROOK BENEATH AL FC-1 POUSHEO/STANED I -i _ -T M 7 THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS MAO ARE EXPERIENCED AND WHO EMPLOY DIVISION V - MISCELLANEOUS METALS 1. INSTALL STOREFRONT AS SHOWN ON DRAWINGS, CARETUil Y COORDINA GING All TRADES INVOLVED. a,NCRE TE FOR A[XiE90N _� -- _ I ACT • EXPERIENCED TRADESMEN. _ < I 2. ALL SECURITY DOOR AREAS TO BE PROVIDE MTH A KEY LOCKING DEVICE SO AS TO ENABLE DOOR TO BE E. CONTROL. AND EXPANSRON JOINTS FOR FINISH FLOORING __ fl THC tENERAL CQNTRACTOt SHALL NOT EMPLOY NOSY(ONSTRtJCOCN TECHNIQUES OR :(1l1WLN1 DUIRUNK MALE OR A STRUCTURAL. STEEL REFER TO STRUCTURAL DRAWINGS. LOCKED IN THE OPEN POSITION AND SO LOCKED DURING BUSINESS HOURS (MN THE EXCEPTION O THE REAR 1. THE CONTRACTOR IS RESPON9ELf TO EXAMINE THE SUBSTRATE ANCA INSTALL CONTROL OR EXPANSION ONES '^-____J--_ __T_ _ • . SICK 'OPEN FOR OPERATION' HOURS CONTRACTOR TO FELLOW ALL LANDLORD REQUIREMENTS DARING CONSTRUCTION I SERVICE DOOR). (PER LOCAL CONDOMS. %H BUILDING CODE REQUIREMENTS). AS REQUIRED DUE TO EXISTING CONDOMS. CONTROL JOINTS/EXPANSION JOINTS ARE REODURED, THE EXHIBIT 3-A *14) SHALE BE BID AI OR.DMN(xY B METAL STUDS: GA VARIED STEEL STUDS SIZE AND CAUCE AS INDICATED r.' DRAMNG•S OR AS REQUIRED. INCLUDE ALL ACCE$$JWES, SUCH AS BRIDGING, TRADE ETC... RROVIOE A;l MISCELLANEOUS BOLTS, CUPS, CONTRACTOR IS TO CONTACT NE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL Of METHODS OR SYSTEMS VIDE CLEAN AND 9. THE CONTRACTORS SHALL WORK N USE THE AND HARMONY MN THE LANAND iPE ADJACENT TEN/NiS ANWORS, ANGLES, BFA(XETS, SLEEVES, FASTENERS. AND OTHER META ITEMS AS REQUIRED WOOD STUDS MAY BE DIVISION IX _- FINISHES $101iPRIOR TDCOCRF FOR PURPOSE OREPLICATION INININSTALLATION. CLO M IDENTIFY ALL N F1N1',HED MATERIATS IF IN ME LS (IfTHE SLAB TE IN AREAS MINAS AIIi INJOINIA SG Mu UNOCCUPIED SALESAREAFOR [UNINTERRUPTED APPLICATOPI BNATE NIS MDT A&E•S ' rSED DVEND R AFTEOR. GC TO RPJ CH DATE AND ;: N SOEDILING ow IN ORDER TO CAUSE ME LEAST INCONVENIENCE TO PERSONNEL l:+U PROPERTY. IF SECURITY IS SUBSTIO11E"D WHERE PERMISSIBLE BY CODES CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL COSTS. - ' REWIRED MILE WORKING IN ADJACENT TENANTS SPi1. THIS COST WILL BE THE SOLE RESPONSBUTY O THE THE FINISH FLOOR.) BEFORE COMPLETION FOR APPROXIMATELY A TWO(2) DAY PERIOD. CONTRACTOR. A. GYPSUM DRYWALL C. DECORATIVE METALS INSTAR OW1ER PROVIDED DECORATIVE METAL SUCH AS STAINLESS STEEL, PREFINISEED F. CERAMIC TiLE E F1(XXtNG PROTECTION AFTER FINAL CLEANING !S COMPLETE AND STALER IS DRIED AS SPECIFIED, G.G TO 10 THE CONTRACTOR SHAT NOT UTILIZE CAS-()PIRATED EQUIPMENT IN SHOPPING(ENTERS THE (XWTRAC11Et SHALL META, ETC.. AS INDICATED ON ORAIANGS, PER MANUFACTURER'S RECOMMENDATIONS. G.C. TO MAKE 1W0 (2) 1. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPUTE WITH PARTITION FRAYING, CITING I. INSTALL (IRAMIC TILL AND GROUT USING SPACING 9PEgf1Ell IN FIMSH SCHEDULE. AND RCSPONSIBIUTY FURNISH AND INSTALL IYVE)( HOMEMRAP TO COVER THE ENTIRE Sl(XRE SALES AREA ON TOP OF TINE TM( THE N- SUSPENSION SYSTEMS AND RELATED ArCESSORES, PARI , MATERIALS, ETC... AS SHOWN ON DRAWINGS AND AS w [ WORK IN COOPERATION WITH THE LANDLORD'S REQUIREMENTS RELATING 10 NOSE ABATEMENT AND SAFETY SEPARATE ORDERS TO LAMBERT SHEET METAL INC. CONTACT: DANNY BLOTS (614)237-0384S0 .DOLE. IF APPLICABLE GC IS TO FURNISH AND INSTALL 1 4' THICK, 48' i 96' SHEETS OF HARDBOARD AISLE Wit: THROUGHOUT THE Y w SPECIfTFU. INSTALL All MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. TO A LEVEL ( ) / H- > it. THE (XUNIRACTOt SHALL FURNISH OlVI1PSTERS AS REQUIRED FOP THE EXCI119VE USE BY STORE PERSONNEL 5' U.SG FINISH. ENTIRE SALES AREA FROM THE ENTRANCE VESTIBULE BACK TO THE STOCK ROOM DOOR. TAPE SHEETS TO EACH 5 1- ORDER r TO INCLUDE: BOOR TRANSITION STRIP'S 1 INSTALL CERAMIC TILL USING RECOMMENDED MEMOS OF UNE IlLL CONTRACTORS ASSOCIATION O AMERICA OTHER ONLY, T ' THE F F DURING MERCHANDISING THE CONTRACTOR SHALL INCLUDE IN THE BK) A MINIMUM Of ONE 40-YAM) D'UMPSTER OR THENO ;G CC TO. E VE TY SBL. FOR HARDBOARD THE NCH AN EG RE-INSTALL L ANG THE H w EQUIVALENT. IF THE SALES AREA EXCEEDS 8,00 SOAR FELT, THE CONTRACTOR SiHALL INCLUDE ONE ADDITIONAL 1. G`PSUM DRYWALL: U.S. GYPSUM FIRE CINE SHEETRCXK (TYPE X', UNLESS NOTED OTHERWISE) PANELS O AND THE TILE COONNCIW O AMERICA INC OOR CONSTRUCTION F IS OM GC TO REMOVE REMOVE AND HARDBOARD FOR PUNCH AND TBEFORE EASTORE EFI ; fY ORDER �7 TO INCLUDE. ODOR FINISHING IS COMPLETED. G.C. TO REMOVE HARDBOARD AND TYVD( UHF NICHT BEFORE THE Sim G (XNPSTER STANDARD QUALITY. GC. 10 US GREEN BRD, (WATER RESISTANT) G.W.H. AT ALL MEr (PIUM(lE0) ARIASw 3 CERAMIC TILES ARE TO BE SET MTHQUi TRIPPING HAZARD TO CUSTOMERS CXR STAT. THE GENERAL OPENING FOR BUSINESS FOR FINAL STORE CLEANING. Iz Q �> C: 12 GENERA CONTRACTOR NIL B[ RESIP(INSIOI FOR THE COST O ANY AND ALL O.-SIR STORAGE l]< OWMIR 1. NON-SALES KICK PLATE CONTRACTOR IS RESPONSIBLE FOR f0 CORRECT RAISED CERAMIC TILES FOR THE ENTIRE DURATION Of THE o Y H- 2. NON-SALES PUSH PLATS 3. FASTENERS DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURER'S RECOMMENDATIONS AS WARRANTY PERIOD AT THE DIRECTION OF THE MEWS CONSTRUCTION MANAGER 4 j P u SUPPLIED MATERIALS. WELL AS ANY AND Al CODES, z u w 3. CORNER GUARDS DIVISION X p W Di * la 114E CENTRAL CONTRACTOR'S PROJECT MANAGER SHARE NST THE SITE A MINIMUM OF DNC'; EVERY THREE(3) 4. THE STOREFRONT BASE (18GA. N BRUSHED STAINLESS STEEL) FURNISHED BY OWNER, INSTALLED BY C.C. 4. META ACCESSDWES U.S. GYPSUM OR GOLD BONG SY51EY of COMPONENTS AND JOINT TAPE. 4 INCE ANO AD ESVE IS TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR (PER MANUFACTURER'S S p E C I A L Ti E S AND MISCELLANEOUS " i_ til Q • MUGS, COORDINATING TiE SITE VISIT MTH THE OKMNER'S CONSTRUCTION MANAGER. C.C. RI :'RG.:D BE OWNER THE SPECIFICATIONS). ---- > I , • FQIONING INFORMATION BY NOON EACH THURSDAY: I D. EVANSTON JOINTS 5. JOINT TREATMENT: U.S. GYPSUM OR GOLD BONO SYSTL F COMPONENTS AND DONT TAPE. I GC C) Ca u J • 5. CAREFUUY ,LEAN ALI. WORK AND REPLACE OR REPAINT ANY DAMAGED WORK AND LEAVE IN PERFECT A. SALES AREA CABINET / FIXTURE INSTALLATION el • `1 ' • ^ i 1. GNU CEILING AND WALLS TO GET USG X093 BY C.C., REFER TO DETAILS. B CEILING SYSTEMS CONDITION USE NO ACID, AGENT OR DEVICE THAT MU. PARK SURFACE. FOLLOW YAMIFACIIXER'S INSTRUCTIONS 1 i'REFINNSHED CABINETS ARE SUPPLIED BY OWNER AND SHIPPED TO JOB SITE ASSEMBLED. GENERAL. a. UPDATED SOIEDULE VS. ORIGINAL SCHEDULE EOR PLANING • 2 NON-SEISMIC FLOORING D(PANSION JOINT 10 BE SUPPLIED BY OWNER THRU LAMBERT SHEET METAL CO. 1. FURNISH AND INSTALL CEILING SYSTEM COMPLETE MTH SUSPENSION SYSTEM ANO RELATED ACGISSOIES AS CONTRACTOR 15 TO REFER TO CONSTRUCTION AND INSTALLATION DETAILS FOR INSTALLATION. b PROPOSED SCHEDULE (LOOK AHEAD) FOR THE COMING WEEK. (614) 237-0834, REFER TO DETAILS. 9100 ON DRAWINGS AND AS Spurt T THE GENERAL CONTRACTOR IS RESPONSIBLE TO CORRECT RAISED CERAMIC TILES ;OR THE ENTIRE DURATION 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UNLOADING, INSPECPNG AND STORAGE OF CABINET 7. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES, (IIl11NC, (IRIDES DfF11SFR$ AND G THE WARRANTY PERIOD AT THE DIRECTION CC THE OWNER'S CONS11RlICn(MN MANAGER. COMPONENTS. GENERAL CONTRACTOR SHALL MNIN 72 HOURS. CONTACT APPROPRIATE VENDOR FOR c PHOTOS O PROGRESS. 3. SEI9IC EXPANSION JON'S NOT Af'PUCAtLf OTHER ACCESSORIES (INCLUDING THE SIM WOOFER AND ENCLOSURES, PER SPECS.). PROVIDE SYSTEM C. VINYL RESILIENT TILE (NON-SALES) REPLACEMENT OF DAMAGED MATERIAL OR ADOTONAL MATERIAL IN THE CASE OF SHORTAGE. C. DE:MOLITIUN AND SPACE PREPARATION 4. REFER TO DIV. IX, BECTON E FOR ADDITION. INFO. COMPONENTS FROM A SINGLE MANUFACTURER. 1. THE TRANSITIONS (SLOPES) TO BE SMOOTH AND UNIFORM. USE 'ARDEX' TYPE MATERIAL FOR RAMPS I GENERAL CONTRACTOR %HALL TAKE PRECAUTIONS DURING STORAGE TO ENSURE COMPONENTS ARE NOT I 1 GENERAL CONTRACTOR IS iO CONTACT LANDLORD'S ON SITE MANAGER PRIOR TO ANY DEMOLITION WORK TO D I Vt S I 0 N VI -- C A�,R P E N TR Y 3. INSTALL CEILING AND) SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURER'S DAMAGED, vi I DETERMINE THE AVAAABIUTY O DUMPSTER ?:AGEMENT, NOISE AND DUST ABATEMENT REQUIREMENTS, ETC. RECOMMENDATIONS, MALL (XtI1LRIA AS WEU AS LOCAL GORES. FIN191 (EX NG SHALL BE LEVEL, WITH JOINTS 2. 1/8' X 12' X 12' MIT RESILIENT TILES WIN Nhh BAS[: JOHNSONNTE: NNW_ CB:50 (4' WMITE). SEE FINISH -. 2 (INFRA CONTRACTOR IS TO ARRANGE WIN THE LANDLORD A CONVENIENT TIME TO PERFORM DEMOUTIQV SNUG AND SQUARE, AND 111ES OR PANELS IN PERFECT CONDITION SCHEDULE. BUTT BASE TO FLOOR AND WALL MN NO GAPS. 4 'TFERAL CONTRACTOR SHALL INSTALL CABINETS IN LOCATIONS 9+00ON PUNS. p • WORK AND INSTALL TEMPORARY PROTECTED MEANS O' EGRESS FROM REQUIRED EXITS INCLUDING TEMPORARY A PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK ()F AS✓tOCIAT10N UNDER WHICH IT WAS PRODUCED. ^ 3. FILL ALL CRACKS, JOINTS, f.TC. IN SUB BOOR MTH (7tACI( FILLER APPROVED BY R(I)FLING MANUFACTURER c. GENERAL CONTRACTOR SHALL TAKE PRECAUTIONS DURING INSTAlLJ1TION NO1 TO DAMAGE PREFlHSHED • 4. MATERIALS AND FINISHES > • lICi1!1NG AND SAFETY DEVICES, ALL IN ACCORDANCE WITH GOVERNING STAT. AND LOCAL CODE AND 1ANDLCRD INSTALL. ALL MATERIALS WITH WATERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR COMPONENTS. • REQUIREMENTS B. COMMIT, CUT, FIT AND ERECT MANIAC FQ ROUGH AND FINISHED WORK INSTALL BLOCKING, WATERS, a, DEFER TO DRAWINGS FOR LOCATION OF SPECIFED MATEFBALS AND FINISHES. MATERIALS AND SURFACES INVOLVED. b fENERAL CONTRACTOR TO FASTEN (OHP(MNENiS TOC,ETHER PLACING FASTENERS A5 INCONSPICUOUSLY AScr FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED BRACE, PLUMB AND LEVEL MEMBERS IN POSSIBLE. REFER TO INSTALLATION DEiMES OF TMS SET. USE THE MINIMUM NUMBER Of FASTENERS I • 1 GENERAL CONTRACTOR TO ERECT BARRICADE NT STOREFRONT PER OWNER'S SPECIFICATIONS. G IERAI iRUE ALIGNMENT AND RIGIDLY SECURE IN PURI WITH SUFFICIENT MALS, SCREWS AND BOLTS AS NECESSARY. b. NON-SALES CUEING: ARMSTRONG 2' X 4' NON-ORE:C ICNAL nssuRE:D OR EQUAL TELE AND GRID 10 BE 4. V.C.T IS TO BE STRIPPED AND WAXED BY GC WITHIN 48 HOURS O PUNCH UST GENERATION c GENERAL CONTRACTOR S TO HNSTALL ALL COMPONENTS MTH EXPERIENCED I WISH CARPENTEJRS ONLY TO I c c CONTRACTOR TO PROPERLY PREPARE WAIS FOR OWNER-SUPPLIED BARRICADE SIGN. REFER TO SHEET A1,1. IN WILLIE, CLASS 'A' RAPING H POUS`HED � ROORINNG ASSURE QUALITY ASSEMBLY r .• THE EVENT NAT THE BARRICADE MUST BE REMOVED PRIOR TO STORE OPENING, THE. C.C. IS TO :YSTA L BROWN C. USE ETRE RETARDANT LUMBER, TRIM, AND SUBSTRATE WHERE REQUIRED BY STATE OR LOCAL CODES, WHICH i o KRAIT PAPER, OR BUCK NSQUEEN ON THE INSIDE OF THE STOREFRONT WINDOWS, AND KEEP IN PLACE UNTIL BEAR THE MANUFACTURERS STAMP OF AUTHENiTOTY. STAMP OF AUTHENTICITY TO BE LEFT EXPOSED UNTIES c 1. FiNTSHEO CONCRETE TOPPING APPLIED OVER EITHER PLYWOOD SUB-RO(IR SYSTEM OR OVER ARDEX CONCRETE 5. AFTER ASSEMBLY CI ALL CANOE ROOM CABINET COMPONENTS, GENERAL CONTRACTOR IS TO COVER TIE 4 4 THE STORE OPINING. C.C. TO COORDINATE NIS WORK AT THE PRE-CONSTRUCTION MEETING. OTHERWISE INSTRUCTED BY LOCAL OFFICIALS D N GN A ONE-HOUR ACTOR IS CEILING ASSEMBLY I, REQUIRED LA ORATO IES DESIGN OR A ON •HOu, SUB-FLOOR. PLYWOOD SUB-FLOOR AND CONCRETE FINISH BY OWNER'S CONTRACTOR. ARDEX SUB-FLOUR BY G.C. ASSEMBLED CAEANETS MTH 6 MIL PLASTIC SHEETING. TAPE TO CABINETS MTH 3M 'LONG-MASK' /1090 BLUE NEN GENERAL CONTRACTOR IS TO CCXNf(XRM WITH NON-SALES R R'S LABORATORIES DESIN FOIL A ONE•H(�R PLY11000 SUB-F1 OCR TYPICALLY USED IN CANOE ROOM AND REAR HALF OF VESTIBULE AREA IN INTERIOR TAPE' AND TAPE SHEETING TOGETHER MTH PACKING TAPE SEALING CABINETS COMPLETELY. REMOVE PLASTIC ul • 5. GENERA CONTRACTOR IS RESPONSIOLE FOR THE REMOVAL AND DISPOSAL OF AL1 LEASE-HOLD c RATED ASSEMBLY LISTED 130,0*.FINISH. FIMETAL GRITED AREA GEILNG ARMSTRONG NO. 898A SOTIESGEORGIAN, STORES, ARDEX SUB-FLOOR TYPICALLY USED IN FiRST HALF O *snow IN INTERIOR STORES. ARDEX AND TAPE UPON COMPLETION OF INTERIOR CONSTRUCTION AND FINISHING. REMOVE ANY TAPE RESIDUE OFF O D. FURNISH AND INSTAL-. All (ROUNDS OR BLOWING REWIRED TO RECEIVE STORE FIXTURES. 2' « 4' PANEL WITH WIZ FlNSH. MBiA GRID TO BE FiRE RAZED WHILE, WIN (RIPS AND ACCESSORIES AS 'a IMPROVEMENTS INCLUDING. BUT NOT UNITED To: INTERIOR WAILS, CEILINGS, FLOOR COVERINGS (ALI. ADHESIVES), REQUIRED CODE. SUB-FLOOR USED ENTIRELY IN VESTIBULE (II EXTERIOR STORES. CAf?INET USING CARE NOT TO DAMAGE CABINET SURFACES. H.i I C) • PLATO RMS, STORE FTRONiS, ETC., (UNLESS INDICATLI OTHERWISE: ON ARCHITECTURAL DRAWINGS). ALL EXISTING E. FURNISH AND INSTAU. ALL ROUGH HARDWARE, ANOVORS, BOLTS, ETC..., AS REQUIRED FOR CARPENTRY . B ACCESS PANEL FOR GYPSUM BOARD CEILING: IF REVD IN A FIRE RATED ASSEMBLY USE A PRODUCT Q p C L;j UNUSED MECHANICAL, ELECTRICAL AND/OR IUMBINC FIXTURES AND EQVIF'MENT, INCLUDING ABANDONED ROOFTOP WORK. C. PANTING AND FINISHING 2. FLOOR SLAB SHALL BE MT ( +/-1/16' IN 10.-01 HY ' ZUSH MOUNTED AS MANUFACTURED BY JL INDUSTRIES, BLOOMINGTON, MN, (612) 835-6850 'B' tAAQ FRE PANEL, HVAC EQUIPMMENT AND CURBS (UNLESS INDICATED OTHEKWISF ON MECHANICAL AND ELECTRICAL DRAWINGS) 1. THE INTENT IS TO PROVIDE A FURNITURE QUALITY f1N1SI+ 10 AJ. PARTS O THE f'ROJEGT. WHETHER NOTED MODEL FD, KEY LOOT I_ a Q ° AND/OR SKYLIGHTS ARF 'f0 BE REMOVED AND NE ROOF PATCHED PER ITEM 2 EAEI.QW CAPPING IS NOT F. MILLWORK: 3 'PREPARE EXISTING CONCRETE SIAB CLEANING PER MFGR. SPEC- AND APPLY EUCO-BOND, 2-P/RT POLYMER I� 0 r HEREIN OR NOT, UNLESS SPECIFICALLY STATED. OTHERWISE, (OVER Al $IF+F ACES M(1kOtJ(Hi r n TNT , x 0 T`ER111TTED. BONDING AGENT ACCESS PANELS. FOR BOARD CEILING IN A NON-RATED ASSEMBLY SHALL BE RETURN AIR GRILLE Ui C] NUMBER OF COATS SPECIFIED DOES NOT ACCOMIPLSH THE INTENT, THEN APIA .ADOTONA COATS Of FPi CRIED ^• GYPSUMZ 1r 1. RECEIVE AND INSTALL AU. FINISHED MILLWORK, CABINET CASEWORK, PANEUNT, DOORS, FRAMES, ETC..., ASW Q 1 c MATERIAL TO OW SATISFACTORY COVERAGE. SEE FiNISH SCHEDULE. 24' w 24' SUPPLIED BY OWNER INSTALLED BY G.C. a -J m 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR TO REMOVAL AND DISPOSAL O ALL LOOSE ITEMS SUCH AS, BUT SN(WIN ON DPAWINCS OR AS DIRECTED. REPGFHT DISCREPANCIES DAMAGES CUR A SSNG ITEM, TO OTHER'S / G C. i0 PRONOE AND INS1Al A MINIMUM 5000 P7 I;GI1WEKx1T AGGREGATE CONCRETE (3/B' CRUSHED NOT ELATED T TRADE F'XiURFS, MISCELLANEOUS DECORATIONS, KITCHEN EQUIPMENT, ETC. C(XN511RUCTIOh MANAGER WITHIN 1, HOURS O RECEIPT. MATERIAL CIF QUEST(MNA'tE QUALITY IS NQj TO BE 2. PAINT CONTRACTOR IS TO REYIW ELEVATIONS, FLOOR AND WAIL FINISH PLAN, CONSTRUCTION DETAIL AGCREGA ) F100R, OVER BEAD HlASnO l:ON7tFT. 'LAN INSTALLED. OTHERWISE: 5NN1 BE REPLACED AT CONTRACTOR'S EXPENSE. ^C. 10 MIX IN A MILIUM O 1.5 1B5. PER CUBIC YARD OF FIEit0U5 CONCRETE REINFORCEMENT MANUFACTURED C. GENERAL CONTRACTOR i0 RIPPLY AND INSTALL ACCESS PANELS FOR HVAC EQUIPMENT AS INDICATED ON AR ST: REFLECTED (TILING PLAN, AND PRESI NTATION PLAN/DETAILS FOR FHELUxUI. CLARIFICATION (E ITEMS AND • 1HHf HVAC AND REFLECTED TILTING PUNS. IN ABSENCE O DEFINED LOCATIONS THE tNERA CONTRACTOR S TO rl • 1. AI ARAND.iNED ElEfi1RICAl./TEIEPHONf: CONDUIT, fr_U:NUENEDIES:ToMBEECID4ANIscoNNICAI A DUCTWORKMUST IE SURFAlIS TO BI: PNNiED. REQUEST lE(LBIE FTMSH (xAaVICATI(lN SHHE1.15 FROM H(M/E OFFICE . E REQIRED. BY FigFRMESH - 1019 INIOOSIRY (IRIVE, q+AT1AN00G11, 1N, (113) 891-714J. ETEIERS ARE FOR THE CONTROL CV 1c2. CUT ANO FiT A L MILLWORK AID SET PLUMB ANU TRUE. FURNISH AND INSTALL ACCESS PANELS AS NECESSARY TO NRN19i REASONABLE. SAFE ACCESS TO SERVICE ALL REMOVED TO NE PONT O (XtIOIN, CXR CAPPED AT DEMISIALL/MLIMITS, f)t F'I�t LLjCODE RIO'S GG O CRAQ(NG DUE 10 DRYING SHRNKA(T ANU TIHERMAL EXPANSI(X'1/CONIRACTON, TO LOMJR CONCRETE �� IOWPONETNTS � LAW fPIE(E OF EWIPMIfNT A5,91MEU ACCESS SHAM BE BY A iEC71NICIAN S STANDING � �• TO COORD. RFSPONSBAITY FOR WORK Ai PRE CONSiRUCMEETN }• COi'E ALL INSIDE CORNERS WHETRE APPLICABLE AND MITER All OUTSIDE CORNERS I3.TEMS. E STARTING FINISNH WORK, REMOVE HARDWARE, A(XXSSOfRIrS, PULES UGH TNG FIKNRES AND SIM!lAR FI RIL ATED T TO INCREASE IMPACT AL STRTY, SHATTER R TE IS TCI AND ABRA9(MN RESISTANCE WNNE AODNC FIRMLY ON A LADDER. WHERE ACCESS PANEL$ CXR REMOVABLE O�USERS CANNOT DE LOCATED IMMEDIATELY ADJACENTFIBRILLATED TOUGXHNESS AND RESIDUA STRENGTH CONCRETE IS TO BE FINISHED WITH A STEEL TROWEL O RINFORM THEIJIN[x(lf+(J'S (XVI SiEMANA(IROFANY UECTED CXR C UPPED, TO THEE EQUIPMENT, THE CONTRACTOR IS TO FiJRNISH A NON-COMBUSTBL.E CATIWAX OR ABOVE CEILING SECUREDEn PRICK iG DOINFG S0. 4. SAND ALL SURFACES TO SMOOTH AND EVEN FINISH. 5. CONCRETE FLOOR SHAH BE ALLOYED 78 DAYS MINIMUM O LURING PR10R 10 THE INSTALLATION Of THE PLANKING OR META DECICING OR SMEAR NONCOMBUSTIBLE MATERIA TO PERMIT ACCESS TO THE EQUIPMENT FROM THE Y 4, USE CANE Y THE PANT AND RELATED MATERIALS OF THE MANUFACTURER'S SPECIFlCD. PANT SHOULD APPLIED NEAREST ACCESS PANEL OR UFT-OUT DIFRISER. CATWALKS MIST BE OBSTACLE-FREE TOA HEIGHT O 3 FOOT 0 U WITH ME HIGHEST QUALITY BRUSHES ANG ROLLERS TO ASSURE A FURNITURE QUAJTY F1MSH. All ROLLERS TO COLORATION SYSTEM'S FTNI91. 9. GENERAL CONTRACTOR IS TO EXERCISE EXTREME CART DURING DEJMOL1110N SO AS NOT TO DAMA4i OR 5. DAD( OUT FLAT TRIM TO PREVENT WARPING DRILL WHERE NECESSARY TO PREVENT SPLITTING. INCHES ABOW THE CATWALK. CATWALKS MUST BE CAPABLE OF SAFELY SUPPORTING A MINIMUM OF TWO (2) W DISRUPT UTUTiES OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER MALL Et 1/1• NAP. 6. G.C. SHALL REMOVE AU FIBERS PROTRUDING FROM TEE SURFACE O THE CONCRETE FLOOR AFTER 28 DAYS TEQ+NVICIANS PLUS EQUIPMENT AND BE CONSTRUCTED ()< NON-COMBUSTIBLE MATERIALS 0 6. FIT ALL DOORS TO LEAVE EQUAL SPACES ON ALL SIDES. ' SPACES OR OTHER 'TENANTS. (GEC. WILL OAR SOLE RESPCNSIBNJTY FOR ANY SUCH DAMAGE OR DISRUF'ION). 5. SAND AND CLEAN Al SURFACES TO BE PAINTED FREE Of 1.00SF DIRT AND DUST BEFORE WORK IS STARTED. OF CURING AND PRIOR TO THE INSTAURON OF NE COLORATION SYSTEM'S FINISH. Q M SAND AND CLEAN All SURFACES BETWEEN COATS D. THE (ENTERAL CONTRACTOR IS RESPON9B E TO ASSEMBLE ALL MISCEIIAAEOUS NO: SALES AREA WALL STANDARDS, 1. IT 15 THE QOIITRACTOR'S RESPON9BIUTY i0 PROTECT AU FINISHED MILLWORK WITH VISQUEEN, CARDBOARD. SHELVES, BRACKETS, ETC. CL 10 PREPARE CONCRETE SLAB FOR NEW FLOOR FINISHES. PATCH. REPAIR AND LEVEL EXISTING SLAB. INFORM 7. GENERAL CONTRACTOR TO CLEAN SUBSTRATE TREE O ALL DEBRIS, OILS, COMPOUNDS, ETC., PRIOR TO FINAL (n • DARNER O ANY IRREGULARITIES IN EXISTING SLAB IMMEDIATELY ETC... 6. PAINTED DRYWALL TO RECIJW ONE COAT O LATEX PRIMER AND iWO COATS OF SPECFTED PANT TINT PRIMER FINISH APPLICATION AND IS RESPONSIBLE TO COORDINATE OWNER'S COLORATION SYSTEM'S VENDOR FOR THE I Z • E LAVATORY F XTl1RES• REFER 10 MIGNON CAL DRAWINGS AND COVER SHEET. LAVATORY A(XESSiRICS REFER TO • �y 8, CONTRACTOR IS NOT TO INSTAL BLEMISHED MATERIALS. IF MATERIAL QUALITY IS IN QUESTION, CONTACT TO AF'PROXMAIE SHADE OF THE FINAL. COAT. TOUCH UP ALL SUCTON SPOTS OR HOT SPOTS AFTER APPLICATION INSTALLATION DATE. COVER SHEET AND RESPONSIBILITY SCHEDUF. II. GENERAL CONTRACTOR IS RF.SPOVS1ELE TO PATCH AND/OR REPAIR EXISTING FLOOR SAB, DEMISING WALLS OF FIRST COAT AND BEFORE APPLYING %GONUI COAT, TC PRODUCE AN EVEN RESULT IN THE PNCSH COAT. DRY "Q Q OWNER'S CONSTRUCTION MANAGER IMMEDIATELY. KY • AND ROOF DEM AFTER COMPLETION O DEMOLITON AND PRIOR 10 C(MMYF.NCEMEHI O NEW GG)NIS1Ri1Cn(MN (GEC. ALL COATS THOROUGHLY BEFORE APPLYING SDC CEDING COATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS R. FINISH APPLICATION (WAX FLOOR MTH (7) COATS O WAX) TO O APPLIED BY OWNER G.C. TO IDENTIFY AND F. RESTORE LANDLORD'S STRUCTURAL STEEL FIREPROOFING 1D MAINTAIN INTEGRITY ()F SAME AND FlREi'ROOf NEW STEEL MUST CONTACT LANOORD PRIOR TO ANY ROOF WORK AND COORDINATE ACCORDINGLY) g. CARPENTRY CONTRACTOR SHALL BE RESPONSIBLE TO FILL ALL NAI R SCREW HOLES i':' IN-LINE TRIM FOR RECOAT TME. PANT ALL DRYWALL SURFACES INClUONC, SURFACES BEHIND MIRRORS. ASSURE THAT ALL EXPANSION/CONTROL JOINTS ARE CARRIED THROUGH TO SURFACE. AS REQUIRED EDC _ ' J(%NT5 NTH ROOD Pum AND SAND SMOOTH, READY TO PANT. 7, STARLESS STEEL, ALUMINUM, OIRCXNE-PLATED SURFACES AND A-1 OTHER BRUIT METAL FINISHES SHALL 9. UPON COMPLETTON O' THE COLORATION SYSTEM AND SEALING, DENERAL CONTRACTOR IS RESPONSIBLE FOR , W to 12. GENERAL CONTRACTOR IS REIp(MNSIIRIF FOR ALL DEMOLITION WORK, AND MUST (:OORINATE MTI OWNER'S G. CLEAVING: NE CONTRACTOR SHALL TURN OVER THE PROJECT IN A CLEAN, DUST FREE, DIRT FTtEE C(XNDI JN. � � CONSTRUCTION MANAGER THE LX fNNi O Sl(LH WORK, PRIOR 10 COMMENCEMENT (X DE)AOl11KlN. ANY ROOF 10, SAND SMOON ALL OWNER SJE'PUEU TRIM A LUMBER. RFTPRIME TO GUARANTEE A SMO) INI%1. N01 0E PANTED UNLESS DIRECTED OTHERWISE. PROTECTING FLOORING WITH 1YVEK H(MMEWRAP ALLOW THE COLORATION SYSTEM 1D CURE FOR A MINIMUM O 24 THE CONTRACTOR SHAT EMPLOY A PROFESSIONAL CLEAVING SERVICE EMPLOYING ONLY TRAINED PERSONNEL (1'-AWING PENETRATIONS MUST BE COMPLETED BY ROOF CONTRACTOR HAVING WARRANTY FOR THE ROOF. HOURS. N01 APPLY TAPE OR ANY OTH R-.AQN_YF.l1LdRlfil_IOANI21 it . SHALL INCLUDE, BUT NOT BE UNITED TO THE FOLLOWING. 'T=C LL. 1 11, BOND ALL SEAMS IN WOOD PANELS, LUMBER. TRIM TO ELIMINATE S AMS. ' 13. & WA.9I All METAL SURFACES WITH MINERAL SPIRTS To REMOVE ALL DIRT AND GREASE BEFORE APPLYING CNERA CONTRACTOR IS TO DETERMINE HIS RESPONSIBILITY FOR THE FLOOR SE AND DEMISING WALL FINISH. *ERE RUST AND/OR SCALE IS PRESENT, WI'tE BRUSH OR SAND CLEAN BEFORE /PRINT; FINISH. I. STOREFRONT (SASS (INSIDE AND OOT)) 0 ' J. HARI/WO-JO FLOOR INSTALLATION I --I S NSIA.LATUN OR MODIFiCATKXNS WM LANDLORD A4D OWNER'S CONSTRUCTION MANAGER TO MEET ALL TENANT 12 PROVIDE MOX PANELS OF All FINISH CARPENTRY FOR APPROVAL H� DINER'S CONSTRUCTION MANAGER, 2. MIRRORS NM'R)VE1lENT CRITERIA AND RfSFPON5IRNJTY SET BY Of LANtX(M?D OR OWNER CLNERA CONTRACTOR iS TO n 9. ALL METAL SURFACES PANTED BY PANT CONTRACTORS ARE TO BE PRIMED MTH A HIC71 awn'METAL 3. STOREFRONT WOOD & METAL I V Q °- PRIOR TO INSTALLING, FINISHED CARPENT. Y. MOCK PANELS SHOULD REPRESENT A CROSS SECTION OF WORK PRIMER. INSTALL HARDWOOD FLOOR ASSEMBLY FO LOWING THE SPEOFECATTONS OUTLINED BELOW AND ON THE FLOUR AND • VERIFY TE AC1UA CONDITION OF THE PERIMETER DEMISING WALLS APED/OR [LOOP SLAB PRIOR TO BIDDING. BID INCLUDING: JONTS (BUTT, MITER, COPED, ETC...) CAULKING, BOND, W00) FlLl•3R, ETC.. WALL FINISH PLAN. ME INSTALLATION INVOLVES LEVELING THE FLOOR SLAB, INSTATING A SUB-FLOOR ANU THE 4. SI(?I(S), STOREFRONT & INTERIOR �' Z 1,9I S 1[) NCLUO AL WORK IN THE SPACE TO BUILD WHAT THE OWNER WANTS. FINISH FLOORING. THE SUB-FLOOR ADHESIVE AND W000 FLOOR ARE FURNISHED By OWNER. THE SUB-FLOORING, 5. CABINETS, NCLUDNG 9HELNNG, BASES, VALANCE, alas AND END PANELS N 10. FILL AL NAL HOFS, COUNTERSINK SCREWS, BM TS WIN NNE. PAWL'. 6. LIGHT FIXTURES INCLUDING CANS, TRIM, TRACK AND TRACK HEADS W G. CLASS I RATED FIRE RETARDANT PARTICLEBOARD. DURAFlAI(F FR"): FASTENERS AND AU OTHER MATERIALS REQUIRED TO INSTALL THE COMPLETE FLOOR ASSEMBLY IS FURNISHED LL 1r I-- CV CO 14. WIMLQIATLLC_l(�1.C9MPI JIQN_Qf..QE1LQI.IHON_.sICQ_PT 4R_IO_�jARl)1 QF CWSiiRUCT(X1. J08 Sl1F'ERYI�Qg (• AND INSTALLED BY THE G.C.. 7. FLOORING (PER MANUFACTURER'S RECOMMENDATIONS) 0 f` 11. SAND ALL WOOD SURFACES ETC. BEFORE APPLYING FINISH. THIS INCLUDES ALL PRE PRIMED, (INNER SUPPLIED Z «S Q Z i.CZ. Y ANILAQIISSE�1k1Eli�-CAN�IRLJGIlON___ MAGER: I. C.C. TO SUPPLY AND INSTAL ' OUR/CANE FR PARTICLE BOARD AS REQUIRED FOR INSTALLATION ON MALI. N000 8. VINYL COMPOSITE nu SCRUBBED AND WAXED USING JOHNSON 'SIC,'�NATURE' SEEMS 0 a' o. OVERALL WIDTH (FACE O GYPSUM HOARD ON DEMISING WAIT. TO U.A(E (X GYPSUM BOARD O1 DEMISING SIDE OF STOREFRONT CONSTRUCTION. REFER TO THE STOREFRONT SERIES DRAWINGS FOR ADDITIONAL 1. SITE PREPARATION - JOB SITE TEMPERATURE SHOULD HA'.E A CONSISTENT AMBIENT ROOM TEMPERA toff OF 9. PRESENTATION ITEMS, PROPS, AND TRADE FIXTURES I INFORMATION. BETWEEN 80-70 DEGREES FAHRENHEIT AND 35% TO 50%RELATIVE HUMIDITY FORA MINIMUM O THREE. (3) DAYS 10. WALL$ NZ WOOD BASE '- Q = Z IY WALL, FOR LAQ) VARIANCE IN DMS) 12. GENERAL CONTRACTOR TO TOUCHUP ALL OWNER SUPPUED/PREFINISHED MATERIA 5 11. REST 8001 FIXTURES t"'"" W to (!) Z BEFORE INSTALLATION O HARDWOOD FLOORING. IE" THESE CONDITIONS CAN NOT RE MET, NOT) OMIER'S , ;' 2. C.C. TO SPECIFY INDUSTRIAL. (WADE, 1/2' ERICK, LENGTHS AND YAMS AS REQUIRED WHEN ORDERING. 12. NON-SALES SHELVING, STORAGE PLATORMS, ETC. O b OVERALL. LENGTH (LEAS IINF TO INNER-FACE OF GYPSUM BOARD ON REAR WALL. FOR EAQ1 VARIANCE 13. PANT ALL ACCEZ DOORS, FIRE EXTINGUISIHER CABINETS, EQUIPMENT MOONING BOARDS, E TC. IN/ON GYP CONSTRUCTION MANGER IMMEDIATELY. ALL PIER AND BEAM, ABOVE GRADE INSTALLATIONS OVER CRAWI. SPACES '� COm z �' MUST BE AT LEAST 18' ABOVE (RADE AND ALLOW FOR CROSS VENTILATION OPENINGS EQUAL IN SIZE_ TO 1/17% w 0 ' IN OMS). BOARD WALLS ANA/OR CEILINGS PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED NE G.C. IS TO HAV', iit FACILITY RE-CIFANED THE EVENING BEFORE OPENING TG THE SATISFACTION OF THE Ci 0 1 'DURAFUKE FR TO BE AMAMI 1HHRU: WILLMIETTE INDUSTRIES INC., GURAFLAKE PARTICLE BOARD INVASION, OF THE TOTAL FLOOR AREA. AL1 DOSING FLOOR SLABS CMN GRADE SHOULD HAVE A MINIMUM O A 6 NIL P.O. BOX 424 ALBANY CR 97321, (541) 92e 3341. c FUSTIC VAPOR BARRIER AND WALL BE INSTALLED UNDER NEW CONCRETE SLABS AND RE-POURS SiORE PERSONNEL. O.C. TO PROVIDE SECURITY BY OWNER APPROVED 1ICURITf COMPANY. •--- (� i•- O ° ;;. c. ANY AND AL CKxUMN l(X ATIONS (FREE S7/NHD!NG OR PROTECTING) 1A. SANT) ENAIAELm FINISHES APPLIED TO WOOD OR METAL BETWEEN COATS WIN FINE SANDPAPER TO IPkOfNJCf CC 0 3 LTJ SMOOTH, EVEN FINISH. 2. FLOOR SLAB PREPARATION -- PATCH TOP O CONCRETE FLOOR SLAB TO OBTAIN A SNOOTY, FLUSH SURFACE. DIVISION XI - EQUIPMENT___ -' o z o d AVAIARL1 CLEAR HEIGHT FOR GRATE AND CEILING, AS DIMENSIONED ON DOANNGS. DIVISION VII I NEW CONCRETE SUB FLOORS 9KX1LD CURE A MINIMUM a 28 DAYS BEFORE INSTALLATION OF WOOD FLOdR n Z 15. MAKE FINISH WORK UNIFORM OR SMOOTH, FREE OF RUNS, SAGS OR CAPS, DEFECTVE BRUSHING AND ' NO WORK LENDER THIS SECTION, UNLESS NOTED OTHERWISE ON CONSTRUCTION DRAWINGS, Z CC c. ANY fXPAN9(lN JOINTS CLEAR-OUTS OR ACCESS PANELS, FTI:.. THERMAL AND MOISTURE PROTECTION CLOGGING. MAKE EDGES OF PANT ADJOINING OTHER MATERIAE OR COLORS SHARP AND aEAN N1NalT ASSEMBLY AND HAVE A DENSITY GREATER THAN 90 LBS PER Q181C F001. F100R:, ON GRADE MUST BE LLJ LU cn Ln Q i,i PROPERLY HYDRATED AND CHECK THE MOISTURE CONTENT OF TRE FLOOR SUBS ON GRADE MTH A PROTIMETER, T' I V I S I O N XII - FURNISHINGS a" co d C7 <q OVERLAPPING CALCIUM CHLORIDE TEST OR PLY TEST. IF THERE IS A MOISTURE LEVEL HIGHER THAN 6� REPORT FINDINGS TO A -_ I. G.C. TO FORWARD THIS OVF(MRYATON TO THE DINER'S CONSTRUCTION MANAGER IN WRITING, PRIOR TO A ROOFING/FUWING (I) • Nk F'S CONSTRUCTION MANAGER. ABNORMALLY DENSE (+4(X10 PSI), SiEE1 TROWELED SMOOTH SURFACES, CURING Q S CJ) 1-- r7T " COMMENCEMENT O WORK. 16. BEFORE STARTING WORK, PROVIDE MOW PANELS OF ALL FINISHES TO BE APPROVED BY ANF C.M A GENERAL CONTRACTOR IS RESPONSIBLE FOR INVENTORY, ASSEMBLY, CLEANING AND PLACEMENT OF OFFICE, 1. GENERA/CONTRACTOR TO CONTACT LANDLORD'S ON-SITE MANAGER FOR SPECIFICATIONS ON ROOF PATCHING, COMPOUNDS OR OTHER CONTAMINATES MUST BE SCOURED MN 1O TO 40 GRIT GRINDING TO ENSURE PROPER NON-SALES EQUIPMENT AND FURNITURE. G.C. f0 REPORT ANY DAMAGED AND/CXR MISS;.LG ITEMS TO OWNERS 15. WITHIN FIVE(5) DAYS Of CONSTRUCTION, OR Wi1)41W OR NAME CX ROOFING CONTRACTOR TO CONTACT FOR REPAIRS. 17. LEAVE APPROPRIATELY MARKED CONTAINERS OF AU. LIQUID FINISHES WITH INFORMATION ON ORIGINAL BONDING OF THE SUB-FLOOR. LEVEL THE SLAB UNDER THE CA9lWRAP AND BAO(MUP COUNTERS TO A T1I0(2) DAYS FOII(M1NNG COMPLETION O DEM(XJTI(MN, CONSTRUCTION MANAGER VANIN 24 HOURS O RECEIPT THE CONTRACTOR SHAM CAREFULLY EXAMINE THE 91E AND REPORT TO THE OWNER'S CONSTRUCTION MANAGER APPLICATION (BRUSH CR SPRAYED) TO BE USED FOR FUTURE TOUCHUPS (1 OT. EACH) (PARTIAI.Y FILLED MAXIMUM TOLERANCE TO 1/8' INA 12' BY 10' AREA AROUND THE CASHWRAP COUNTERS AS INDICATED IN ANY USCRFPANCES N LEASE-HOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT R. INSULATION LARGER CONTAINERS ARE NOT ACCEPTABLE) EXHIBIT 1-k USE A LATEX SKIM COAT FOR LEVELING UP iD A 1/2' NICK. IF LEVELING REQUIRES A SKIMMING B. THE CONTRACTOR IS RESPONSIBLE TO INGRATE, ASSEMBLE, AND PLACE TRADE FIXTURES AND PRESENTATION ,ti'\FEU A A.; OF NF WORKING DRAINING''& C.C. TO VERIFY EXISTENCE OF ANY ROOF LEAKS ABOVE NEW CEILINGS. REPORT ANY 1. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ROOD ANO/OR FUll BATT INSULATION AND VAPOR HARRIER OF MORE THAN A 1/2' RISE A SELF-LEVELING CONCRETE. FOLLOW ALL MANUFACTURER'S RECOMMENDED I1EMS IN SALES AREA - REFER TO THE INVENTORY SENT MTH THE BMD PACKAGE FOR APPROXIMATE QUANTITY OF c�� i� DEFICIENT CONSTRUCTION AND LEAKS TO THE LANDLORD'S MALI. OPERATIONS MANAGER, AND TO NE OWNER'S AT WAILS ANA MUM AS REQUIRED BY LANDLORD AND CONSTRUCTION DRAWINGS. 18. SCHEDULE PAINTERS AND SECURITY TO TRIM UP FINISHED PAINT AREAS THAT ARE DAMAui) BY INSTALLATION SPECIFICATIONS. FIXTURES. FIXTURES TO BE CLEANED AND LOCATED PER THE DIRECTION Of EHE OWNER. FOR WEIGHTS OF HEAVIER . ' CONSTRUCTION MANGER GC. IS TO PAY SPECIAL ATTTNNTTON TO POP-LIP CEILING AREAS, CEILING HEIGHTS, FLOOR MERMANDISNG AFTER MERCHANDISE IS SET IN PLACE (NO LATER THAN THE EVE O STORE OPENING, ITEMS, REFER TO THE WEIGHT UST OF THE PRESENTATION ITEM TAKE-OFF. L14' DAVIT) _ •USEf� • ELEVATION CHANGES, ELECTRICAL DISTRIBUTION, WATER AND ELECTRICAL METER LOCATION AND REQUIREMENTS C. FOR INSULATION AT AIR DUCTS AND PLUMBING LINES, REFER TO MECHANICAL SPECS S 1EIXIUNG 16 MANIH(XJRS). 2` • NO FiN.SET NOW IS TO COMMENCE UNIX Al LEAKS ARE REPAIRED G.0 IS TO COORDINATE DEMOLITON OF ANY - DIVISION XIII -SPECIAL CONSTRUCTION : PIPES THAT MAY SERVE A TENANT ABOVE NTH LANDLORD AND TENANT ABOVE BEFORE ANY DEMOLITION TAKES D. EXTERIOR INSUi-ATTID FINISH SYSTEM (E.I.F.S) SEE SPECIFICATIONS ON EXTERIOR ELEVATIONS SHIFT 19. CAULK JOINTS IN RUNNING TRIM AFTER INITIAL PRIMER CUAI IS APPLIED. REFER TO CONSTRUCTION DETAILS BAH TAP _ _- -_ _- PL.ACE. A8-SEINES. FOR LOCATIONS. CAULK JOAVIS IIETWEEN CEILING AND MALE FIXTURES DO NQj CAULK BETWEEN FINISHED V1000 A. NO WORK UNDER THIS SECTION, UNLESS NOTED OTHERWISE ON CONSTRUCTION DRAWNGS. L A 1410 FLOORING AND WOO) BASE BOARD; THIS GAP IS TO BE SCRUBBED TIGHT TO THE FINISHED FLOOR. DO NOT CALXK _ 1, . ii°. BETWEEN CEILING AND 'H' UGIT FIXTURES ORM RINGS. FOLLOWING ARE COMMON LOCATIONS TO CAULK, BUT - 10' DIVISION XIV_ - CONVEYING CONVEYING SYSTEMS �� THIS BET 1WEEN BUILOT T UP CROON TRIM INCLUSIVE:NT TO BEI ALL IE(ES t� H o______] A. NO WORK UNDER THIS SECTION, UNLESS NOTED OTHERWISE ON CONSTRUCTION DRAWINGS. �T�U J' I,JE - BETWEEN BUILT-UP CASING PIECES , • -- KNEEN BUILT-UP TRIM AND WAIL PANELING DIVISION XV - MECHANICAL Q 5 2 2 7 -- BETWEEN BASE AND WALL PANEIJNG & CABINET BASE DECK EXHIBIT I-A - - -- - - BETOIN CEILING AND TRACY LIGHT SOCKS A. REFER TO MECHANICAL DRAWINGS FOR SPECIFICATIONS THFTWEIN CEILING AND 'T' LIGHT FIXTURE TN RING DIVISION XVI -- E_L E C TR I C A L SHEET • - -- - - BE -ATIN CEILING AND EMERGENCY AND EXIT 9(;rN FIXTURES BE?TEEN CEILING AND HVAC (BILI! FRAMES fW1CA C<° AO - A REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS. L ____________ ________ .. . _ , . _ _ • _ - _ :....,. . . . . • .. . . T •..uwrrJnq,.,.. •«w,.w.M, ....... . . ...... . .. , , , • -..„ LEGIBILITY STRIP cm .,,,, ..,1::: -n 3 4 5 B -, A Q IC I I 12 I,. I4 TC 17 I 19 20 21 22 23 24 25 26 27 2E1 29 31 imiiiimitsmilliiiiiii • - .,...f 1 I oil �,).... e 4 W3NI30 X . o f ET ,.. $, ,. 11 1 1 r ,I.1JJl�lisll,l.) .iIMLUltklii')I,II.itht.iA) LLLl � I I I I • I m(i• uf� P�k ,r �' ,., ,4..*,,,,,i;:,,..,•,,,,,.,, • , ti,t N4: `4:%. „ :41,,•',,,,.?,r ,. tte�,.&� Mis':.4j b c • ! , a . • . �, ., ,. .� t ,WNL .. :� :...:. ,;` � ... ,� :,'.. ,,.. ., 1 .:.. ,. WA0 .:. ��,. .,. ., .. ,.- ... .. , C. T N4 Al C +T �'a N • • I. �4 FINISH SCHEDULE DOOR SCHEDULEDOOR SCHEDULE RESPONSIBILITY SCHEDULE PROVIDED 4 APPLIED BY GENERAL CONTRACTOR (REFER TO SPECICATIONS SHEET AO I, DIVISION 7'-2 5/li' WELDED METAL Ix, SECTION C - PAINTING AND FINISNINGj REFERENCE /�� FRAME (REFER TO EO EO i e J ki 1 j �Q PAINT 1 14 CI) STOREFRONT ENTRY DOORS 3'-5 3/4' * RESTROOM D/Al2.6 FOR JAMES I _ f ITEM 4 HEAD DETAIL) . � t i5' ii O P-1 I WHITE EGGSHELL - BENJAMIN MOORE, READY MIX REGAL AOUAVELVET 1319-01 (LATEX) CLOSER — s3 42 �- _-_ ------__-. -- 3'-014 7'-0'x 13/4' HOLLOW METAL DOOR AND WELDED .�- - - --- __ _ _ - FRAME WITH I-HOUR 'B' RATING LABEL � Cill) ti) P-2 IIWHITE NIGH GLOSS BENJAMIN MOORE, READY MIX IMPERVO ALKYD *133-01 (OIL) PAIR OF WOOD AND GLASS DCORS WITH WOOD GOAT 1 NEUTRAL PIERS — • • JAMB/STOP 1 AT 74'A.F.F. . , FRAME (REFER TO STOREFRONT DETAILS) UIvFIN15HED DOOR AND WELDED FRAME PROVIDED AND INSTALLED BY G c; HARDWARE --- '-`-- '----'---- -------- - I - 1 �-----' M ' P-3 1� BEIGE EGGSHELL - BENJAMIN MOORS REGAL AQUAVELVET >tHG-173 EDGECOMB GREYPROVIDED AND INSTALLED BY G.0 P - DOOR MOUNTED 2 CONSTRUCTION BARRICADE R • • 111•14114 OD (LATEX) I I) ONE(I) COMM RUSSWIN UCL-3620 NZD BHTlA 626 WITH LEVER HANDLE MIRROR ---. ---- --------.------ -- -- - -- N PROVIDED DEADBOLT - ; r 2) THREE(3) STANLEY HINGES OF113-179, 4 I/2'x 4 In', FINISH US260 'LEVER HANDLE 3 WOOD STOREFRONT, DOORS, HARDWARE 4 FINISHED ASSY. COMPONENTS 1 P 4 II WHITE SEMI-GLOSS - BENJAMIN MOORE AQUAGALO 8333-01 (LATEX) 0008, GLASS AND ALL HARDWARE .1ZOVInED BY THE OWNER O 3) 0/441) WALL MOUNTED (SCREWED) CONVEY DOOR STOP, ETEETASTER-CARR CAT. 104, . r-_-------_-__---- --_---- -- -- - tl AND 1 AT 40 A.F.F 1 INSTALLED BY THE GENERAL COIN1TtACTOR. o PART 01422A65 (OR APPROVED [GwA.), ONLY INSTALL WHERE DOOR SWINGS AGAINST WALL 4 METAL STOREFRONT DOORS AND ASSEMBLY COMPONENTS • • • 10 • P-5 II WHITE FLAT - BENJAMIN MOORE REGAL WALL SATIN 11215-01 'DECORATOR' (LATEX) --‘-------41: -� 4) caNE(1) RUSSWIN DOOR CLOSER aDc32l0, M10UnTED ON INSIDE of DOOR 1 HARDWARE PROVIDED PER PAIR OF COORS LEVER- 5) ONf(I) COAT NOOK BY BUILDERS BRASS +160013, ALUMINUM FINISH MOUNTED ON THE N - - - - --- -- --- -- • • • I P_6 II WHITE NIGH GLOSS - DEVOE, DEVTHANE 369 ACRYLIC ALIPHATIC URETHANE HANDLE I Q1 INSIDE OF DOOR EITHER AT 72' A.F F OR 40' A F.F ON ADJACENT WALL BASED ON LO.AL - 5 METAL STOREFRONT DOOR HARDWARE - -- - - 1369KXXXX (URETHANE) r) EIGHT(e) WEIMER 06000-450N-652 BUTT HINGES (4 PER in :ADE REQUIREMENTS. COOK) PRE-MORTISED I INSTALLED ON DOORS G.0 TO FIELD 6) ONE(() MIRROR 20'x 55' WITH ALL EDGES POLISHED MOUNTED ON THE INSIDE OF DOOR EC4 -� �•-01. 6 STOREFRONT FRAMING AND BLOCKING • (:) !i . - I P-7 I) AEF EXTERIOR TAN RI - SiNERWIN WILLIAMS LOkoN ACRYLIC MASONRY FLAT LtA24W351 MORTISE HINGES INTO DOOR JAM>Ei/STOP ;'� `� AT 72' A.F.F. WITH TOP AND BOTTOM 'J' CHANNELS ALL EDGES OF MIRROR ARE TO BE ------- ------- --- -- -- CUSTOM1 MIX COLOR, BASE EXTRA WHITE 16405-15755• ,._ , CAULKED WITH CLEAR SILICONE INSIDE ELEVATION 7 `STOREFRONT STAINLESS STEEL BASE • - in -- ---- --- - - - - O 2) TWO(2) GLYNN .Ya1N50N ItFB31 MANUAL FLUSH BOLTS, / -STAINLESS ---------.-_--_-._-- - ---- `__ 1 • COLORANT 07 32 44 128M PRE-INSTALLED IN LEFT DOOR. i STEEL KICK 8 STOREFRONT GLASS AND GASKETING �-• • .� NI RAIN UMBER 2 16I) Y3 DEEP GOLD IS - 3) TWO(2) LLN DOOR CLOSERS OIIII H-EDA-AWL, QNE(I) LEFT ; PLATE - - -`- ---- __ - -- BI BLACK - I HANDED AND ONE(() RIGHT HANDED, PARALLEL MOUNTED. G.G / /�� 7--) LOCK-UP -- __ - WELDED METAL q M.D F. BOARD -- - - -- - ----- -_-- -- - I • • -- 0 TO FIELD INSTALL Old INSIDE OF DOORS /�d,[�LT STORE FRAME (REFER • "MO X R3 MAGENTA - I I ' Abercrombie 1 Fitch TO D/Al2.6 FOR 10 SIGNAGE - INTERIOR AND EXTERIOR • 3'-0'x 7'-0'x 1 3/4' HOLLOW METAL DOOR AND WELDED • • 11,1:::) O P-A I AtF EXTERIOR TAN 12 - DUNN EDWARDS, MEDIUM BASE ACRYLIC w-701 EVERSHIELD, 4) ONE(() DEADBOLT LORI 84600-4600 SINGLE CYLINDER. LOCK STOREFRONT SIDE JAI® t HEAD - I CYLINDER PRE-INSTALLED IN RIGHT DOOR, G C TO FIELD FRAME WITH I-HOUR 'B' RATING LABEL DETAIL.) I1 STOREFRONT AWNINGS • • 4LY10, 8-6, 13-10 MORTISE STRIKE PLATE IN LEFT DOOR ,' ELEVATION -._-_.- --- _ _ - Q P-R II GREY EGGSHELL - BENJAMIN MOORE, READY MIX 1211-50 'STONE HARBOR' (LATEX) ---'-j- STAINLE.55 UNFINISHED DOOR AND WELDED FRAME PROVIOED AND INSTALLED BY G.Giv • - - --^-- _ - - --- -__ ihdi 5) FOUR(4) DUMMY TRIM HANDLES 'SCHLAGE' OL-0170.-1713-626 HARDWARE PROVIDED AND INSTALLED BY G.C. • GREY FLAT - BENJAMIN MOORE SPECIAL MIX 4,2)5-IB (LATEX) CUSTOM MIX 5 GAL WITH DUMIMIY HANDLE FLANGE/POST MOUNT,NG PLATE. G.G. TO . - STEEL KICK 1) ONE (I) /-OTtBIN RU55NVW LOLKSET OCL3651 kW 8Hr1A 626 WITH LEVER HANDLE 12 pEMI•,SING WALLS (U.N.O.) Q P-10 I1 FORMULA: RX-648, TG-7x16, Bf-IxIS FIELD INSTALL CN BOTH DOORS PLATE 2) THREE(3) STANLEY HINGES OFBB-179, 4 I/2'4 4 In', FINISH U5260 LEPER ---- - ------------ --- - - ---- • P-II 1I SENERGY COLOR COAT (F-02-2074-702-2) TO BE APPLIED IN 'FIELD' AREAS TO 6) aNE(t) u-CHANGE FACTO Y KEY OK201oo0000 ' `-- Doug CD z 3) ONE(() WALL MOUNTED (SCREWED) CONCAVE DONOR STOP, RE DO ER-CARR CAT - HANDLE AT ---_-.--____-_-___ --- - -- - -- - I - + a4, PART 01399A75 (OR APPROVED Er,iuAL); QTLY INSTALL WNERf DOOR SWINGS 13 METAL STUDS AND JOISTS 1inn,• 3' 40'A.F.F - -�--- MATCH 5F-10 APPLICATION WHERE 50NNEB(RN VLM-'S0 SEALANT IS BEING USED. ' --i AGAINST A WALL 7) OHE(I) u-CHANGE CYLINDER O916rtOlAD2 US260 I P-12 II SENERGY COLOR COAT (F-02-2080-702-2) TO BE APPLIED IN 'SURROUND' AREAS TO 1 4y. 14 RECESSED STUD STANDARDS • • - , , e) ONE(i) ROCKr40oD puS1PR(,1pF STRIKE WITH MOOtN'fING ``� % _-------------__--- -.---------.------------.-_ --- - -• ----------- ----- ---------------- MATCH SF-10 APPLICATION WHERE 50NNEBORN VLM-150 SEALANT IS BEING USED `........Is____,...' 15 GYPSUM BOARD • FIJINGE PLATE O5'r2 U52iD GC TO FIELD INSTALL UNDER LEFTPEEP HOLE CLOSER -- - --- -- -- DOOIR TO ALIGN WITH FLUSH BOLI. REAR EXIT DOOR (ESOP Mal ULE ) AT SATO F F - -- 16 1N-WALL BLOCKING, F R T LUMBER AND SHEATHING I- • - SPECIAL FIN15-I5 9) TWO(2) KICKDOWN DOOR STOPS G.0 TO FIELD INSTALL ON 3'-6'x 7'-0'x 13i4' HOLLOW METAL DOOR AND r -- --- ------ - a . , INSIDE FACE OF BOTH DOORS WELDED FRAME WITH I-HOUR 'B' RATING LABEL 17 WOOD WALL PANELING V-BOARD $ BEAD BOARD • Ir t1 I SF-I II V-GROOVE SHEET, ADULTS - 5 I/2 WIDE O.G. UNFINISHED PRIMED WOOD PANEL (44‘x 7'-2 5/16, WELDED METAL • - -- -- - ---- - --- ;_ 1441x I/2' THICK); PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR Io) FOUR(4) 1211140'x16 GAUGE STAINLESS STEEL KICKPLATES - --- 411 FRAME (REFER 1$ HOLLOW METAL DOORS WITH HARDWARE AND WELDED DOOR FRAMES :) • V-GROOVE SHEET KIDS - 4 3/4' WIDE O.C. UNFINISHED PRIMED WOOD PANEL 47 1/2'x G.C. TO FIELD INSTALL ON BOTH SIDE OF DOTH DOORS, ADHERED REFERENCE 11_!* 3'-DIA T-O'x 13/4' HOLLOW METAL DOOR AND - --- -------- -- -- I TO D/AI?i FOR L ( t0 COORS WITH CLEAR SILICON ADHESIVE, uSllKx NO SCREW • WELDED FRAME WITH 1-HOUR 'B' RATING LABEL - JAMB t HEAD lq SUSPENDED A!JUSTIC LAY-IN CEILING (NON SALES) • • I-- - - 1 120'x 1/2' THICK); PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR FASTENERS uSED 3-5 3/4 � i 15F-2 II NOT USED G.C. TO PIROVIDE AND INSTALL, QNLY WHEN Rf6IUIRED BY COpE, Pr - I / ,..t:::) INTERIOR SIGNAGE OVER THE TOP OF TRE DOORS STATING• 1 UNFINISHED DOOR AND WELDED FRAME PROVIDED AND INSTALLED BY G C STORE PAN;C - ---- - -- - - • - . SF-3 11 BEAD BOARD SHEET - 1 3/4' WIDE 0.C. UNFINISHED PRIMED WOOD PANEL (4e'x 144'x VuORs MUST REMAIN IN FULL OPEN Po6TT01 DURING STORE IDENTITY SIGNAGE WILL BE INSTALLED ON THE EXTERIOR OF THE DOM BY OWNER'S HARDWARE 20 CASHWRAP CABINETS • • HOURS MINE?. Occur= BY THE GENERAL PUBLIC DORS SHALL SIGN CONTRACTOR HARDWARE PROVIDED AND INSTALLED BY GC , -_- - - _ -_-___ 41:44 4.0 , 3/8' THICK) PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR - BE OPENABLL FROM THE STORE SIDE WITHOUT THE USE Of ANY JAI'1B/STOP-• I) TI'IR(Z(5) STANLEY HINGES sFM-179 PEP, 4 1/2'■ 4 1/2', FNNISN t/5.26D A T 49'A F F - - �� 21 WOOD CASEWORK AND TRIM - • • SPECIAL KNOWLEDGE OR EFFORT WHEN SPACE IS OCCUPIED' 2) ONE(() DOOR SWEEP BY STANLEY 65070 U52$ MOUNTED ON OUTSIDE woes j BEAD BOARD PLANK - PREFINISNED T1G PLANKING (4's 12'Lx 3/8'TW KIDS OR 4'x w 3) ONE(I) DOUR STOP NEOPRENE WEATHER STRIPPING, Md'LASTER-CARR EAT 104, T 22 LACKSETS 4 GOAT HOOKS) • • SF-4 IKICK PLATE FIT. ROOM DOORS AND HARDWARE (HINGES, 16'Lx 3/S'I'LT, ADULTS) PROVIDED BY OWNER AND INSTALLED BY GENERAL DEADBOLT s PART '14415Al2 4 11011SAN (OR APPROVED EQUAL) -- -- ---. -- -- — CONTRACTOR Y 4) IONE(I) RuSSwIN DOOR CLOSER RD(aQ10 INSIDE ELEYATII�N FITTING ROOM BENCHES, HANGBARS AND MIRRORS • • "�- 0 5) ONE(I) PEEPHOLE MOUNTED AT IEA' A.F.F, rtcr',ASrER-CARR CAT 104, PART 23 ,,i I, FIBERGLAS REINFORCED PANELS (F.R.P.) - 1/8' WHITE PEBBLE FINISH W/ FACTORY i !I 1 �� I. : 11S4r1L11?6 (OR APPROVED EQUAL) DULL CHROME --- - -- - iLEV!_I. 24 FLOOR FIXTURES IN SALES AREA -I • • • J-MOLD AND CORNER MOULDINGS INSTALL ON WALLS ADJACENT TO FLOOR SINK AND -_..- WATER FOUNTAIN; PROVIDED AND INSTALLED BY GENERAL CONTRACTOR ;l TUE GC IS TO INSTALL TRE FOLLOWING HARDWARE SUPPLIED BY THE OWNER HANDLE , , I) ONE(() EM•RfiOICY PANIC DEVICE BY Lo-CHANGE LOCK INDUSTRIES, MODELS - ~� SF_S it SHEET METAL PANELS - 16 GA. GALVANIZED SHEET METAL WITH CONTINUOUS WHITE in 1210A-2&/313 MOUMTED ON INSIDE OF DOOR AT 40' A.F.P OR PER LOCAL CODES 25 PRESS►DfTt1REs+ IMAGE FRAMES, MIRRORS, GREETER DOTS, CANOE 1 CANOE RM FLAN. • -- • • ' 2) ORE(1) 3$'W x OH STAINLXS6 STEEL KICKPLATE MOUINTED rA1 INSIDE OF DOOR �_- - I Y F.R.P. J MOLD CAP. SHEET nETAI AND CAP PROVIDED AND INSTALLED BY G.G.I ----•- STAINLESS _ INSTALL A5 SHOWN IN DETAIL N/Al2.5. //-- - % USING CLEAR SILKON ADFICSIVE (ND >3GREMIS) -- _ W v ��STEEL KICK - - ---- STA! ESS NOTE NO '7NRU-BOLTING' IS TO BE USED ON PANIC 26 LIGHTWEIGHT AND ARDEX CONCRETE • • SF-7 II EXTERIOR STOREFRONT PAINT (LIGHTER SHADE): DUNN EDWARDS, MEDIUM BASE i • --- PLATE STEEL ICK �Wq,( AND PANIC ALARM HARDWARE BATTERY 15 TO --- -- I- Q w V- / _ W-;_70t EVERSNIELO 4-LY2i, 6-7 13-5 i. PLATE BE REPLACED AT STORE TURNOVER 27 CONCRETE FINISH AND SCORING --`---_._ _ • • w O Q : ci I:4 I 5F-6 II EXTERIOR STOREFRONT PAINT (DARKER SHADE): DUNN EDWARDS, MEDIUM BASE - --; (�LQ'S STORE 28 .GOOD FLOORING - _ • • 7 W-L7G1 EVERSHIELD 4-LY10, 8-6, 13-10 ` 2 I- � ' Abercrombie - \`� I' "'� STOREFRONT SIG-. 2GI PLYWOOD SUB-FLOORING � • • Q 5 Mil 6 DI z I sF-9 II -GRIaDVE SHEET, ADULTS - 5 In WIDE O.G. UNFINISHED PRIMED MILLED WOOL' - --. PANEL (22'x117 1/2'x3/4' THICK), PROVIDED BY OWNER AND INSTALLED BY G C. ELEVATION EXIT DOOR (FROM SALES) CLOSER O' I g \ 3Q SUB-FLOOR ADHESIVE • • LL1 ,V GROOVE SHEET, KIDS - 4 3/4' WIDE O.C. UNFINISHED PRIMED MILLED W000 PANELj..)) ---`---- to U O u _, • (19's 110's 3/4' THICK); PROVIDED BY OWNER AND INSTALLED BY G.C. \ 3'-0'x 7'-0'x I 3/4' HOLLOW METAL DOOR AND WELDED WELDED METAL 31 STAINLESS STEEL FLOOR TRANSITION STRIPS I CORNER GUARDS - • i • °c Ip r k.5 j FRAME WIT(! I-HOUR 'B' RATING LABEL I FRAME (REFER �~ - - SF-10 II SYNERGY FINE FINISH COAT COLOR (F-02-2077-422-2) - TO BE USED ON THE 'MELD' - - --_ __ _ TO D/Al2.3 FOk 32 TERRAZZO STRIP TRANSITIONS -------- — • • • AREAS WHERE EIFS 15 BEING ALLPIED. IDENTITY DNINI HED NAGL AND HELPED FRAME THE D AND INSTALLED BY G C STORE JAMB / HEAD D NTITY SIGNAGE HILL BE INSTALLED ON I'HE EXTERIOR OF THE DOOR Br OWNERS 33 FLOORING INSTALLATION MATERIALS AND FASTENERS • • _.� SIGN CONTRACTOR HARDWARE PROVIDED AND INSTALLED BY G.0 _. DETAIL) , SF-IJ I• SYNERGY F1NF. FINISH CHAT COLOR (F-o2-207@-422-?) - TO BE uSED oN THE -^ J` 1) THNEE(3) STANLEY HItNUS OMS 179 HRP, I In'x 4 In', rINISH US26D --- FITTING ROOM DOORS (REFER TO FITTING ROOM DETAILS) CASING •- \ 34 NON-SALES FLOORING AND WALL BASE - • • SURROUND AREAS WHERE E!.S IS BEING ALLPIED �� i) ONE(() DOOR SHEEP BY STANLEY MOTO US25 MOUNTED ON OUTSIDE DONORS - -. • 3) aL409 DOOR STOP NEOPRENE WEATHER STRIPPING, Md'WTER-CARR CAT 104, - PANIC FLOOR COVERINGS 2'-I1 I/2'x 5'-0' WOOD DOOR AND FRAME PART 0e.115Al2 4 10415A14 (OR EQUAL) HARDWARE 35 PAINT, CAULK, SPACKLE, FINISHING MATERIALS ---- • • I} - PRE-PRIMED DOOR AND HARDWARE PROVIDED BY THE OWER AND INSTALLED BY 4) ONE(() ROMAN DOOR CLOSER iR9120 AT 40'A.F F - - ---- -- - - ---- �- s I FC-I �- POLISHED / STAINED CONCRETE - CONCRETE / PLYWOOD PROVIDED AND INSTALLED THE GENERAL CONTRACTOR. ALL LOCKSETS ARE TO BE KEYED ALIKE AND I 1 ' T THE G.0 IS TO INSTALL THE FOLLOWING HARDWARE SUPPLIED BY THE OWNER - I FOR - • 11 1 Cr I BY G.C.; CONCRETE FINISHING AND SCORING BY OWNERS CONTRACTOR HANDLES TO POINT TOWARD HINGE SIDE Of DOOR r ' Q ) oNE(I) EMERGCNCY DANK DEVICE 13Y u-CHANGE t OCK (INDUSTRIES, MODQs KICK PLATE 36 WALL 9TDB, BRACKETS, CUPS, SHELV NG, WORK 13CTIGN, HANGBAR8 NON SALES I • L; LEVER HANDLE- - 'A 1210A-25/913 MOUNTED ON INSIDE OF DWR AT 40' A.P.F. OR PER LOCAL CODES --- - - + - • N WOOD FLOORING - 3' WIDE TONGUE 1 GROOVE RANDOM LENGTH PREFINISHED HARDWARE PraovIDED PER DOOR. CENTF_RED ON CROSS I /yl 2) DNE(1) 36'H x 40TH STAINLESS STEEL KICKPLATE MONTE) ON INSIDE OF DOOR 37 METAL SHELVING - "LOVABLE AND FIXED FOR NON-SALES • • 7- Er FG-2 I. BRAZILIAN CHERRY; PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR RAIL J M USING CLEAR SILICIJN ADHESIVE (NO SCREWS) 1t151DL ELEVATION --- -_--____ _..-___.-_ � FIELD INSTALLEDRRBY -KSET OCTA-BRR WITH WHITE 'STRIKE BODE', , I > O ilk t GG 2) TWO(2) HALER SPRING HINGES 11250 3.5'43.5', U526D FINISH, FIELD J NOTE NO 'THRu-BOLTING' IS TO BE USED ON PANIC 38 MM IN Nw ALPS FILE CM, OFFICE MINTER, LGUCE1As RE>�RIGtR►'vR MICROH/1rt TABLE► HY►RS • I • cr ''- V'INYL COMPOdITE TILE - 12 x 12 x I/O ARMSTRONG IXCELLON NO. 51894 CAO Mt08T15ED INTO ODOR AND SURFAC.F ATTACHED TO JAMB/ ADIUST TETLSION ON �1-'--t HARDWARE AND PANIC ALARM HARDWARE BATTERY IS TO 3q HARDWARE BIN AND BAR BIN FOR NON-SAES • • , 1H lq Ln FG-3 �' WHITE', IMPERIAL TEXTURES PROVIDED AND INSTALLED BY GENERAL CONTRACTOR TOP HINGE ONLY BE REPLACED AT STORE TURNOVER -- -'-- - j 4 0 3) HOOK MOUNTED ON INSIDE OF DOOR (REFER TO FITTING ROOM DETAILS FOR4„..1:_-01....4\__ JAIL (REQ - -...-_.. ------_-_--- --- - 40 DRAWING PLAN TUBE FOR NON-SALES • • .. X i E/AI2.1 -- --- ---- - - t ' FC-4 VINYL COMPOSITE TILE - 121x 12'x 1/0' ARMSTRONG IXCELLON NO. 51816 'CHERRY HEIGHT) TO ) I -- 41 BULLETIN BOARDS / DRY ERASER BOARDS FOR NON-SALES • • RED' IMPERIAL TEXTURE; PROVIDED AND INSTALLED BY GENERAL CONTRACTOR _-._-- -.-----_----__-..---- O C LED DOOR (20 MIN RATED DOOR PE II CODE) -. - w CERAMIC TILE - 0'x 8' 'FLORIDA TILE', NOTORIA LIBERTY SERIES 18601 (FROST 0 42 DOOR STOP AT SALES/NON-SALES DOOR • • i- • FG-5 WHITE) WITH GREY GROUT; PROVIDED AND INSTALLED BY GENERAL CONTRACTOR ! SALES/NON-SALES DOOR 2'-0"x 8'-6'x I 3/4' HOLLOW M Pee- (MIN 43 METAL CORNER GUARDS FOR WALLS IN NON-SALES • I •• (SUPPLIER INFORMATION CALL' 000-709-0453) 3, - - --•-- -- - _ 20 MINUTE RATING PER CODE) (REFEIR • • CONSTRUCTION PLAN AND DETAILS, SIZE MAY VARY, - I Y44 GALVANIZED SHEET METAL PANELS (NON-SALES) • • Q 0.0 I Q;MALLBASE 3I-6'x 7'-0"x 13/4 HOLLOW METAL DOOR AND WELDED UNFNISHED DOOR AND HARDWARE r•TNOVIDED AND :NST A.,' - -- - - -- _._ - J - WELDED METAL W 2 0 FRAME WITH I-HOUR 'B' RATING LABEL. BY GC i, 45 FIBERGLAS REINFORCED PANELS (F.R,P.) FOR NON-SALES • •• D Z • WOOD BASE BASEBOARD THROUGH OUT SALES AREA AS SPECIFIED IN CONSTRUCTION DETAILS, FRAME (REFER I) (NE(I) MOMASTFR-CARR C0INTIN000S HINGE R OR —" --- — — - - -- W Q 0 TO D/AI2.3 FOR FLOOR SINK WITH 42' HOSE FOR NON-BALES • • In - _1 CD PAINT P-2, PROVIDED BY OWNER AND INSTALLED B" GENERAL CONTRACTOF. INSTALLED DOOR AND WELDED FRAME PROVIDED AND EQUAL) 46 - INSTALLED BY G.C. THE GC. IS TO PROVIDE AND JAMB 4 HEAD 2) CREW FLUSH MOUNTED DOOR • . AFP - - - - -~- ______ I VB-1 I' VINYL BASE (WHITE) - 4' HIGH COVE BASE, JONNSONITE RCB-r7 PROVIDED AND INSTALL_ THE FOLLOWING HARDWARE' • DETAIL) 3) OWE(() RUSSWIN DOOR C •-'' IC, MOUNTED ON 47 MOP HOLDER AND HOSEHOLDER • • - INSTALLED BY GENERAL CONTRACTOR I) ONE(() HAGER O33G, 3 In'X15', PULL HANDLE WITH NON-SALES S1' OF '••: ► + 0. BACKPLATE ON NON-SALES SIDE, FINISH 3RD REFER 48 HANDICAP GRAB BARS IN LAVATORY — — • • VB-2 ' VINYL BASE (BLACK) - 4' NIGH COVE [SASE, JONNSONITE *CB-40. CP AND 2) TIIREE(3) STANLEY HINGE MFTJO 179 ` STAINLESS / 12'-0' 1 -- - --- r. INSTALLED BY GENERAL CONTRACTOR 9) ONE(1) Ru9se- N p00R ClO'3FR ODC3'Ia, MAJNTEO �� STEEL PUSH �/ L. ��FF TO C'' 4q LAV. TOILET TISSUE HOLDER, PAPER TOWEL AND SOAP DISPENSER • • ti ON NON-SALES SIDE OF DOOR ' _ -- - - - --- - 0 - - - - -- - 4) ONE(1) NERVY DUT7 FLOOR DOOR STOP WITH PLATE • •• HIOLDER, IVES 0451; E1RU5NED ALUMINUM FINISH 2613 - - 7,-011 / 5Q LAVATORY MIRRORS s a,� PAINTING NOTES STAINLESS 1 STOREFRONT ENTRY DOORS IMETRL) i -�{ - . , THE G C IS TO INSTALL THE FOLLOWING STEEL KICK I 51 DREAM 97EAME1! 1N NON-SALES • - • V — ---- -- PLATE 52DEVICES FOR EMERGENCY - - HARDWARE PROVIDED BY THE oWNERr T --„--- +/ EXIT DOORS • • t..1.)-1 a 04 G.0 IS TO PRIME AND PAINT ALL GYPSUM BOARD WALLS SOI FITS FASCIAS AND CEILINGS I) ONE(1) 4O'Wx36'H STAINLESS STEEL KICK - STAINLESS .1 -_-� l , PANIC HARDWARE -- - Q M PLATE; INSTALLED I' ABOVE BOTTOM EDGE OF .'�' SSI EEL KICK . t I - - - PAIR OF MINUM AND GLASS DOORS VISTAWALL CIUORS, 1 Q 1i I INCLUDING WALLS INSIDE DISPLAY CABINETS AND BEHIND MIRRORS THROUGHOUT ENTIREr PLATE �--' ' STORE IN BOTH SALES AND NON SALES DOOR ON SALES SIDE AND I' IN FROM BOTH , /f',� GRAS, AN RDWdARE PROVIDED AND IN9,ALLED BY CENTRAL -- _ --� - _-- _ EDGES OF THE DOOR; ADHERED TO DOOR USING I +--- DOOR ' S01 Fr, SIDE CONTRACTOR REFER TO STOREFRONT DETAILS FOR ADDITIONAL ' INFORMATION\ 53 AUDIO SPEAKER AND SUB-WOOFER WIRING • • Z •1 G.0 IS TO LEAVE ON SITE A MINIMUM OF ONE QUART OF EACH COLOR OF PAINT USED, NO FASTENERS I . y ELEVATION \ - --- • i AND IS TO LABEL ON •CAN WHERE PAINT WAS USED. PLACE CANS IN BOX IN NON-SALES- 2) CNE(() 4'Wx16'H STAINLESS STEEL I - `A +----F DDD�� DEAD90LT •- S.' - ---- -- - -- --- --__-._ ... 4 54 WIRING CONNECTIONS AT SUB-MIOOFER9 • • Q PU9HIPLAIE; INSTALLED 1' ABOVE AHE TOP EDGE t r YKK DOORS - WI TILE DOORS WITH C1J9T17M 12TH BOTTOM 'O 4 Of KICKPUTE BELOW, USINC. NO FASTENER! `� A ' RAIL WITH NO CROSS R OR HANDLE. FINISH ON DOORS AND o - ! O - ---_ -_ , O SALES AREA COLOR AND APPLICATION ` , ,. AP'LICABLE HIARDWAR OBE DARK 9RONIE w PROVIDE THE - ce r__._ 4,.. . 55 __ _. --- rOLtOWING HARDWARE PAIR OF DOORS. LEVER----------,AP. SUB-WOOFER ENCLOSURES • - • •• • WAILS I) HINGES - TOP AND BUTT OFFSET PIVOTS HANDLEK 56 AUDIO SPEAKERS W/ MOUNTING BRACKETS • • W U) 1 P-q FRONT / REAR SALES ROOMS 4 PASS THROW-14-1S. ROLL-ED FINISH 2) CLOSERS - TY.�(2) 4041 ANDER fr,RFACE MOUNTED in < DOOR CLOSERS WITH FULL COVER, DE ' UL LISTED G C TO i - ,t--. 57 AUDIO CABINET 1N OFFICE (G.C. TO RECEIVE AND MOVE INTO OFFICE) • • I LU It FIELD INSTALL ONE(() UNIT ON THE I ',f OF EACH DOOR. lr•_-! lir 58 SPEAKER LINE TESTING, SYSTEM PERFORMANCE, SYSTEM CHECKOUT AND SIGNOFF • • _J _-_1 0 1 P--2 CANOE I FITTING ROOMS ROLLED FINISHED ) SALES/NON-SALES DOOR ITO RATED CORRIDOR) � STAINLESS -r- -- _ C, 3) DOOR BOLTS - TW0(2) KAWNEER MA AL FLU9FI BOLTS / STEEL `..GK = I , ttxtNsF� - - cr 4) MORTISE WGK - MIEN ADAMS RITE 1e50A DEADLOCK / PLATE -_.-_- -_ ---_-- U Z m LI P••10 SALES ROOMS, UNDERSIDES OF FALSE BEAMS 1 PASS THROUGNS• ROLLED FI!NISN " " ' ADULT STORE 5q ELEC. WORK, EQUIP. AND INSTALLATION MATERIALS (SEE ELEC RESPOPNSIBILITY 9C11EDULE) • • • Ll.t t- - 3'-6 x 7-0 x 1 3/4 HOLLOW METAL DOOR AND WELDED WITH ADAMS RITE MS-404.9 CYLINDER GUARD , H TH4JMBTURN , -----_ W Q N FRAME WITH I-NOl1R IB' RATING LABEL WELDED 11ETAL Abercrombie 1 Fifth X 7 10 I CANOE ROOM PERIMETER FITTING ROOMS FITTING ROOM VESTIBULES: ROLLED FINISH 5) LOCK CYLINDER - ONE(1) U-CHANGE CYLINDER .I6M0IAD2 r 60 LIGHT FIXTURES WITH LAMPS: SALES AND NON-SALES • LL Uj 1-- �J 0 FRAME (REFER US2613WI114 oNE(1) U-CHANGE FACTORY KEY +nc201 ..0• STOREFRONT SLOE --_ - - -- (� Q (a • UNFINISHED DOOR AND WELDED FRAME PROVIDED AND TO D/Al2.3 FOR ' ELEVATION (IDI •MEGL, WORK, EQIIP. AND INSTALLATK7N MATERIALS (SEE MECH. RESPONSIBILITI SWEWLE) • • I (J) Z P-10 l0 I CANOE ROOM POP-UP AND SIDES ROLLED FINISH INSTALLED BY G.C. THE GC. 19 TO PROVIDE AND JAMB 1 HEAD 6) DOOR HANDLES - FCUR(4) DUM1!IY TRIr1 HANDLES ' • E' INSTALL THE FOLLOWING HARDWARE: OL-0170-178-626 G.0 TO FIELD INSTALL ON BOTH DOORS - - --- -- Cs = Z tiY I) ONE(() CORRIN RU9'4WIN 14CL3610 NZD BHM.4 626 DETAIL) STAINLESS 62 PLUIBING P RK, IYiUIP. AND INSIALLATIOI r1AT'ERIALS (SEE MECN. RESPONSIBILITY SGHE ULE) • • _ • W rn I(n O Z i YVOOD T WITH LEVER HANDLE I 7) THRESHOLD - ONE(i) I/2'x 4' ALUMINUM MILL FINN_ STEEL KICK -- - - Ca . 0 'A AK„ 1 P-2 1 ALL DOORS AND TRIM: BRUSH FINISH 2) THREE(3) STANLEI HINGE OFBi3-I'9, 4 I/2'4 4 1,2', I LEVER THRESHOLD WITH ONE(1) RECESSED FLUSH BOLT STRI 11 PLATE 63 SENSORMATIC EQUIP. AND INSTALLATION (SEE EL.BC RESPONSIBILITY SCHEDULE) ---� • • Z a3 Z a V -2 ,1 • FINISH U526D HANDLE AT WITH DUST COVER G.C. TO FIELD INSTALL UOC1R W f • < 3) ONE(() Rt155WIN DOOR CLOSER *D(3210, MOWED ` il STAINLESS I foo FIRE PROTECTION WORK (AS SPECIFIED) O 0 Ce Q CABINETS ON NON-SALES SIDE OF DOOR 5) HOLD (PENS - TWD(2) KK.KDOWN DOOR STOPS, G.C. TO I , -. - - - --- - - - • - W 1 P-P I ALL SALES ROOM WALL CABINET INTERIORS WALLS 1 CEILINGS: ROLLED FINISH VES *461, BRUSHED ALUMINUM FIND 260 r STEEL KICK FIELD INSTALL ON 11.5113E FACE OF DOTH DOORS. s , _ - - - w V Z Q O • 0 (o�j SMOKE EVACUATION SYSTEM WORK (AS SPECIFIED) STAIN..E55 PLATE 9) KICK PLATES - FOUR(4) ION 40'x 16 G::IGE STAIN 1' 1 - -` LLJ Z .:, 1 P-2 I r ? THE G.C. IS TO INSTALL TUE FOLLOWING ,'•�r1 - STEEL KICK STEEL KICKPLATES WITH PRE-DRILLED COUNTERSINK 5 66 FIRE EXTINGUISHERS PER CODE REQUIREMENTS - • CC _ cc HARDWAI -RELINE. BASE DECKS- ROLLED FINISH BY THE OWNER. I .` i' ,4 G.C. TO FIELD INSTALL ON BOTH SIDES OF BOTH •.-SI - --. x --- - -- --- '--- CO � 'Q w I) MEN PROVIDED Wx STAINLESS STEEL KICK 1, PLATEDOORJ._.- -- - - _- - O 0�i a CO 0_ Q : _ t r FASTENED TO DOORS WITH gTAlNLE9S�T� •. �:'!IIlS STOREFRONT - _ - - -- ' PUTS, INSTALLED I' ABOVE BOTTOM, EDGE OF � , ,, N ' P-2 STOREFRONT, IXCEFT SIGN BAND' TRIM - BRUSH FINISH, FLAT SURFACES - ROLLED DOOR ON 9ALE5 SIDE AND I' IN FROM DOTH = -.--�._ 5� 5�E G G TO PROVIDE AND INSTALL, SILT NNE SQUIRED BY CODE, 67 SPECIALS+ STAIR RAILINGS _ • • Q 07 H EDGES OF THE DOOR; ADHERED TO DOOR USING t I i , NATION --- - +6.1� i Np FASTENERS s` �c�c ,' INTERIOR SIGNAGE OVER THE TOP OF T11. DONORS STATINGr _ IXTERIOR STOREFRONT DRIVIT FINISH • • P-1 STOREFRONT SIGN BAND: ROLLED FINISH 1x DOORS MUST REMAIN IN FULL OPEN :•-I11ON DURING STORE _. _ - _ - IOJRS WHEN OCCUPIED BY THE GEN2 L PUBLIC. DOORS SHALL DEADBOLT --- v BE OPENABLE FROM THE STORE 91' WITHOUT LINE USE OF ANY Y EXTERIOR LIMESTONE BASE • • ,`�' 'uD ARC I P-4 1 STOREFRONT BARRICADE: ROLLED FINISH - -- - - - SPECIAL KNOWLEDGE OR EFFORT Di SPACE 15 OCCUPIED' 111_ c r! INTERIOREXTERIOR STOREFRONT WALK OFF MA 9 • ~S E)4I>� R.._ST FRONT - - -- - - T -- --- - - / L L EVER-f� - - -- - - AC OP.vtO =E .� HANDLE ' TELEVATOR 0 • L`' «� P-II E F I.S. STOREFRONT 'FIELD' AREAS; ROLLED OR SPRAYED FINISH ( 5\ OFFICE Ep Ep WELDED METAL 6. in -- - ---- [FRAME (REFER TO --"- STAINLESS f - WINDOW DISPLAY IMAGE HARDWARE •• 1 ' I P-12 I E.F,1,5. STOREFRONT 'SURROUND' AREAS: ROLLED OR SPRAYED FINISH / I D/Al2.6 FOR JAMB ,' '� /STEEL KICK i -. :� ---� - -- -- -- - - -- I - `I ' ' 3'-0's 7'-0"x 1 3/4' HOLLOW METAL DOOR AND WELDED .�- —1 t HEAD DETAIL) / - APPLICATION KIOSK FIXTURE - y. ------- - --- r PLATE .'x�_ i A .e 453 -_------ - _ , _ - -STATIC S G 1 FRAME WITH I-:JOUR 'B RATING LABEL GOAT I DOOR STEEL CONVEYOR !TELT ASSEMBLY -- v\ ,,-Z ;4„1:011 Vv�NQN-_SALES AREA COLOR AND APPLICATION AT 6e"A F.F iT- - L r' PLATE (SUPPLIER WILL PROVIDE A WORKING SUPERVIL • • oF:03;71,1---1 uR LMFIN19NED DOOR AND WELDEy FRAME PROVIDED AND I�i9TALLED BY 4.C. f HARDWARE PROVIDED ANL) INSTALLED BY G.C. l I) ONE(() CORE4N RUSSNIN OCL9[a NTD BHMA 626 WITH LEVER HANDLE I \ ; (( }�I - - TO DIRECT THE ASSEMBLY OF THE CONVEYOR Btu1) _ - " ' ./ < r' ti • I P-4 '1 WALLS - STOCK ROOM, LAVATORY, OFFICE AND CORRIDORS ROLLED FINISH 2) TNREE(3) s ANLEY HINGE FBB-179, 4 I/2'x 1/2', FINISH U926D io. " ��\ 1' ' K_P S STORE __ - ' 3) ONE (I) WALL MOUNTED (SCRF�WED) CI)NCOJ'E DOOR STOP, ( -(2) 8 1/2' x II abercr'ombie 05227 1.1c!ASTER-CARR CAT 10', PART 01399A7S (OR APPROVED EQUAL); ONLY FPAMES -- `-- STOREFRONT SIDE - __- • I P-4 11 CEILINGS - OFFICE, RESTROOM(5), LOCK-UP 4 CORRIDOR GYPSUM BOARD ROLLED FINISH INSTALL WHERE DOOR 9.ING5 AGAINST A WALL ;,4 A) AIE (1) COAT WO< BY BUILDERS BRASS *5000, ALUMINUM FINISH LEVER ELEVATION _--- -- ---- --- ,---- -- -- -•- -- SHEET MYJUNY'ED EITHER AT 72' A.F F OR 46' A F F BASED ON LOCAL CODE --_..-_ -- _. -___._ __-._-- - IeREC1l:IREMENTs. HANDLE AT { i P 2 it DOORS AN) r'rTAL FRAMES BRUSH FIN.SNEU ON FRAMES, ROLLED FINISH ON DOORS - - -- I 5) tI1O (2) e';"0' PICTURE FRAMES (BLACK WOOD FRAM S) r10UNTED ON -- 40'A F.F. -.------•- ------.------ - ---- ----- THE INSIDE OF DOOR AT 60' A F.F. WITH TWO (2) SCREWS (I AT TOP AND i ILLUSTRATION OF (_EVER TYPE HANDLE - -- -- _ T I P-2 II SHELVING, EXPOSED CUT ENDS BRUSH FINISHED AT E'�JTYO1 Of FRAME) -------- - - - -------- - - - - --------- - -- ---- - i‘ �+ fes. .., ? - SI ,mow j,:r _..-_.r.._......__,.,....----,.-L,,-,.._...-....,+mac+ _'...........---..-... _.. ..-__............__,.....,—..,...w,..�,,.w.,.«......_.'.___•, ..,..._,._,......r..-.,,pnw.«*n..,..r••,.«......,,».'e,....,.» '...,.,...,.,,...•,.�„w««•o+er.,.., v__M.:,-.,r ...,,.'r:., _ , .. LEGIBILITY STRIP iCm t 0 4 5 6 7 rJ 9 O 2 3 4 0 242� I !Orem.'cm 6 1e 19 20 21 22 23 , 2g � 2E] 29 3 ' t,1 I I 01 e How .-,.,1,1,4 �1 � ,li i111111�,1�,41.11, ,161•,1,1•I1441,�l li 1,11.1 1I.1.a1.X11 d>0 I I 1 11, RBII46441444414144441,4441.1441444141444. �)1 3 0 X • .I L F'n:,�51 '., + M �" .. 3(' 4•-MIRE•i I L♦ , . . �1' 3r, art^k9M 4 Ys 4 'T•Q M .. M .- ...,�M, < r. ,. h . . • . . . . . . _ . . . ._ .. . . ../ • .. • . . ... ,. . . • •..4,1,,,,,: •*,...., ,.. -• --' , .• . . .,..• „..,•.. • • ..,.. -..,.- ,• ,.•,, ;f4,,, .,. .. • . . .:.„.., . ..., . . , . .. .:,. . , . . • - . - • . ... ....-•,.., •-• E. • . .. . . - E • ...." 1.•:' . . . ,••_ • • . . . . . . . .. .. . . . • TITLE 24 DISABLED ACCESS REQUIREMENTS. SEISMIC E. . , . ... ... • _________. LOCKING PIN INTERNATIONALcr„ ...... , THE SYMBOLIT OF ACCESSIBILY SHALL BE THE STANDARD TO IDENTIFY '',...-. FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY P14ISICALLY DISABLE PERSONS AS - 1 I -E ICBO n2244 OR EQUAL -- 12 GA VERTICAL. WIRE HANGERS 0 E E, SET FORTH IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST IN - ..... 1/2' EMT - RUN TIGHT TO 4'-O' D.C. EACH WAY OF A WHITE FIGURE ON A BLUE BACKGROUND THE BLUE SHALL EQUAL TO COLOR NO ''1090 IN / TOP CLIP el"" .:-•-. FEDERAL STANDARD 5950. o ‘, ,z/> STRUCTURE ABOVE (4 -o MAX FOR (MECRIANICALLY rim= 0 • • , FASTENED) C.; .. 0 ..„/ If . . to ••• ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND 12 GA VERTICAL HANGER WIRE Cr) . . . cio , . WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. VISIBLE FROM APPROACHING PEDESTRIAN :4%N RUNNER EACHCOMPRESSION SEISMIC STRUT RESTRAINT REQUIRED 2 -0" °O.0 . KAYS. \ RI • .R. % „, co RE ‘,E,IAACLHL WAY AND WITHIN 61-0" OF EACH • !••••• ..:.- RIGID VERTICAL STRUT. MAY BE • c- , . . EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE L L.L. ,,,, „, STEEL STUD BLACK !ROA FMT OR ••'• INSTALLATION OF A DOOR NOT LESS TRAN 3 FEET IN WIDTH AND NOT LESS 144AN 6 FEET, - SPRING CLIP RI- . . 8-INCHES IN HEIGHT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND 1 a. VERTICAL - 12 GA. HANGER •N1RE 0 4'-0" WOOD STUD (IN COMP,JSTABLE R.R• to • 1 0.C. C.ONSTRUCITON TYPES ONLY) OR . .• . SHALL BE SO MOUNTED NAT THE CLEAR WIDTH OF DOORWAY IS NOT LESS THAN 32-INCHES. MAIN RUNNER-E- .....- 3/4" EMT - NOTCH OVER MAIN , • 1 i OTHER APPROVED EQUAL I ' LATCHING AND DOCKING DOORS THAT ARE HAND ACTIVATED AND WRICI-I ARE IN PATH OF -- CROSS TEE Y.: 1 '.I li .• R• \ TRAVEL. SHALL BE OPERABLE WITIA A SINGLE EFFORT BY LEVER TYPE i4ARDWARE, PANIC 1,9RGIEURG_CLIP TO FASTEN CRON TEE i0.1181LBUNNER I - ---- DRILL 5/32' HOLE FOR I/8" BOLT AND C:t3 Rt - ..• ' Lo BARS, PUSH- . ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE •,, E.I I LOCK- NUT AFTER CEILING SYSTEM IS lit , cE• • WITHOUT REQ. .RG THE ABILITY TJ GRASP THE OPENING HARDWARE -"-- I I LEVELED 0 11 I I . rdl . . -ct ,. . SPLICES AND INTERSECTIONS OF RUNNERS SHALL 1 IRMEESti MEMBERS _ _ • I .I,-- DRILL 5/32' HOLE FOR 1/8'' BOLT AND • HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30-INCHES AND BE ATTACHED WITH MECHANICAL INTERLOCKING SECURESTRUCTURAL SUPPORT 5 T E E NL i ,E•1"I LOCK- NUT AFTER CEILING SYSTEM IS 1) .-. 0 . • ET . . 44-INCHES ABOVE THE FLOOR CONNECTORS SUCH AS POP RIVETS, SCREWS, z/ \--BULB CLIP I I LEVELED • To* 1 . . --------- , ABOVE - NOT .0 ROOF DECK c) PINS, PLATES WITH BENT TABS, OR OTHER (MECHANICALLY J THE BOTTOM 10-INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A APPROVED CONNECTORS FOR 2x DESIGN LOAD OR NNNIR., 45MAX, FASTENED) ion >1 : SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE. OPENED BY A WHEELCHAIR ULTIMATE AXIAL OR COMPRESSION (MINIMUM 60 , ., . , 51)5fIN2La cEILIN ..raTAIL < , ,1 , --' › 7,C • FOOTREST WITHOUT CREAT 1NG A TRAP OR HAZARDOUS •41-I • CONDITION. ERE NARROW FRAME LBS. '-') \ , 4:z . . E m .,. DOORS ARE USED, 10-INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF ,,N 1 ,--R _41 • .•-. THE DOOR ' . . ' ? 0 „.-----"--- .. , . . _.........__ _.. 45;0, . ' ;•, 3 . MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 LBS. FOR EXTERIOR DWRS \ 411,41,r, ....- - (3) TURNS MIN. IN I 1/2" (TYP) HANGER WIRE . , --- Z .. , N \ SECURE SUPPORT 'ARES TO - AND 5 LBS. FOR INTERIOR DOORS, S' CH PULL OR PUSH EFFORT BEniG APPLIED AT RIGHT -• HANGER WIRE ..- '-' - . .. II 07-TOP CLIP ER. ANGLE:5 TO HINGED DOORS AND AT TI-IE CENTER PLANE OF SLIDING OR FOLDING DOORS. i 45 mAx. ... __, ;- -... 4. . -- '1'v STRUCTURAL STEEL MEMBERS $08•01 . COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY UTILIZED TO MEET THE ABOVE .. R.R4..4-, ER . . . . . STANDARDS WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE - ' E -E. - ' - ' (.) 4-- .. ,,, ... .. , DOOR. MAY BE INCREASED NOT EXCEED 15 LBS. EOTIL:ET7LUS-X111:TROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TQIILTIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES TTITITT s -:. ---/SPLAY. 1 'BRA -CE-WIRE a Bl..EN(Gr:I't OF) ORD1 s'---/.' ro i--, , r MA '.. . ,... . --'" MAIN RUNNER-- CROSS TEE ____-__ . • • ----I-„E • - SPRINGCLIP - ' 41 •••..„, ABOVE - NOT TO ROOF DECK , . . 'R"ol .orc Q_ 1- - GO • .. •, S - ;I:A-NI: GA. SPLAY WIRES - SPLAYED RO" JOIST c.) fEE \\.,,'- E ( (11) . . NR....------E _____----------------- ACOTTRILEPASRCEWSMSEINOTN POST E1,, FRAMING • 48" 0.C. FROM EACH OTHER AND 45' FROM CEILING LZ. .,. .-- ‘741 , ,-'- ' p12) Ei ,..,,. . SHALL coBENMTOR::Esi.D4,0:L THE HIDE SIDE OF FIT:ITO0INLEE"4 AREAS,NNO:::ETHAN 44-INCHES ' ' -Ri CONT. HORIZ. STRUT TO RAR - (4)-12 GA. SPLAY WIRES - SPLAYED 90' FROM EACH OTHER AND 45' (MAX.) FROM CEILING ... ..y THE FLOOR, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE GREATER THAN 5 LBS. •••\••-------• PREVENT SPREADING OF HANCIER___KRE. AJ..)-(21-SA5U-TEN510N 5USPENDED CEILltia re) - • RUNNERS nI2 170 lbs. 4'-0" o.c. max. PLANE • • • IINRCWE 71G:7E E CROSS TEE / L 6" O.C. - SECURE TO t/E5 . IRECODE "X" GYP. BD. 010 300 lbs. 5'-0" o.c. max. I ' ..., \ 2E1Alls 7/8" CHANNEL FURRING • 1 GRASPING, PINCHING OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN / --MAIN RUNNER PER U L. DESIGN nP506 FOR .t.. / NOTE, ELLR__RATICLNXCtL12_2(2Q •,*.-.:: 44-INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE ACOUSTICAL PANEL------ RATED CEILING ASSEMBLIES 1 5/8' METAL JOIST FRAMING WITH MIN. 8 GA. - GREATER THAN 5 LBSEXCEED RE RATIO NCI_TE wI 1 WALL TRIM --- ------------/ WHERE APPLICABLE - NQTE: L/R • • • 224 •-,, FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TRI'STING OF THE WRIST. THE FORCE k. iiimmiD.CE11111qM.AlLititPENSIONIYIT til LAYAIM_VELINCIMEN • •.. REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED . , . PUSI-1-TYPE AND ELECTRONICALLY CONTROLLED MEC$4ANISR15 ARE D(AMPLES OF AC-CERT-ABLE LAY-IN CEILING SUSPENSION DETAIL j B GYPSUM BOARD CEILNG SUSPENSION DETAIL ii F. i4 • . , DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST A „.„...:._ ,. . !: .,... IC-SECONDS . --'" C) .•• • 4010 momanms. Rommum. ..ammammsomor- 4w•turnasommommis -%•••iiimmemor P• 8 i-- • '. .•••- Li AroRTEs SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 2R-INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH THE. KNEE CLEARANCE UNDER THE FRONT LIP E c 4 ri § Ei w a cc 6 IR ' i i- -)•-...-. g . EXTENDING A MINIMUM OF 30-INCHES IN IN IDTI-I WIT1-1 8-INCHES MINIMUM DEPTH AT THE TOP SECURE TOP TRAC TO DECK SECURE TOP TRAC TO DECK TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF q-INCHES HIGH USING A MIN. OF (2) 5/8" _- USING A MIN. OF (2) 5/8" EEEOE z 4 W n ° 5 4442 6'zl- -- • 41..„ FROM THE FLOOR AND A MINIMUM OF 17-INCHES DEEP FROM THE FRONT OF THE LAVATORY. TYPE '5-12' SCREWS EVERY TYPE '5-12' SCREWS EVERY 0 Er) to 4- on n 5 , A MAXIMUM HEIGHT OF 3-4-INCHES TO THE TOP OF THE LAVATORY IS RECOMMENDED. 24" O.C. MAXIMUM - Es...r-/ IF APPLICABLE 24 O.0 MAXIMUM -------------E, - IF APPLICABLE 'et 6 6 kj / \ / M I• 0 HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OT14ERWISE 1 lo. •--------A , T - 1 .• y. Nr: -1r .,, / COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES MALL / I \ \ • - MALL / 17.' • MAE... i ., DECK----I I \ / I I Ul IZ :41)>J1 . .. kt1 >I • .-.: i D2E(1 ';' --S- TUD 111/414LFILL ANCHOR TO TOP 4 . . ._. .-1--- . . : DECK----, .- - GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR . • --- 71- q I- \ \ . . . .. .3. .m. .. . WHERE FITTING OR DRESSING ROOMS ARE PROVIDED FOR MALE OR FEMALE CUSTOMERS, AT • 2 1/2" STUD INFILL 45' • 45' --Rut 2 1/2" STUD NEILL 4E,' 7.tss * ..;,_. . , s . . LEAST ONE (EACH TYPE) SHALL BE ACCESSIBLE TO AND USABLE BY THE HANDICAPPED 1 ANCHOR TO TOP 4 4 if) ANCHOR T 0 TOP 4 •1 to . , -...4 '''s 4 BOTTOM CRORD PERSONS/t'EOPLE WITI4 PHYSICAL DISABILITIES, ENTRY DOORS SHALL CONFORM TO THE BOTTOM CHORD- . SCREW BRACING TO 1-- Li.' BOTTOM CHORD SCREW BRACING TO 1 44.4 R -I v cii I REQUIREMENTS OF SECTION 3304 AND AILES LEADING TO SUCH DOORS SHALL CONFORM TO STUD INFILL WI 3 * \ 4 u STUD INFILL WI 3 n8 -4 crl •..) SCREW BRACING TO STUD INFILL WI 3 n8 • z . ' : SECTION 3315.1(a) AND (b) T1-1E BCTETOM OF MIRRORS PROVIDED FOR THE USE BY PEOPLE 3 5/8" x 20 GA. MTL. SREWS - IT RI 3 5/8" ye SCREWS 0 . c7) WITH PHYSICAL DISABILITIES/THE HANDICAPPED SHALL BE NOT GREATER THAN 20-NC.4-1E5 STUD BRACING IP 48" c) .:Ii ci STUD BRACING P 48" 01 El R STUD BRACING 0 48' MALL STRUCTURAL .• . E. FROM THE FLOOR AND CLOTHING HOOKS NOT GREATER THAN 48-INCHES FROM 'THE FLOOR. 0.C. - - . \\ \---FILL ALL VOIDS IP DECK I- a a. 7 O.C. - ------------- '-- FILL ALL VOIDS Iit DECK 1 • a a t-1 - O.C. 5 \ FLUTES w/ FIREPROOF FILL 6 < E,4 . FLUTES w/ FIREPROOF FILL " < STEEL 1.0 , • THE MINIMUM DIMENSION OF THE ROOM SHALL BE b0-ING-IES IN WIDT1-1 AND LENGTH. Ilk R EE ER EE .A REFER TO • J ji .. -- SCR EW BRACING TO HALL 6 '_:1: el 4 .:WAG PLAN' • -- SCREW BRACING TO WALL RI ' !-.: k..) ‘ ':..E - V.-1 7-'_•:.% *---- SCREW BRACING TO WALL .... .., STUDS WI 3 n8 SCREWS in in k• EIECTRIQ SERVICE, STUDS WI 3 *6 SCREWS STUDS W/ 3 *8 SCREWS • o 0 o f...-E . • THE CENTER OF RECEPTACLES OUTLETS SHALL NOT BE LESS THAN 18 INCHES ABOVE THE wommommoraomiNINI* REFER TO • '''' / ;•,..:.::- - - - S . , , - - - - .. - w.----w \ S 14 ._-.E.: _ V:, ."--'-__..\ I .lE _ ‘, . 7 CLASS 'A' LAY-IN ER. FLOOR OR WORKING PLATFORM. CLASS 'A' LAY-IN . CEILING PLAN , ' LI] CEILING - SEE DETAIL CEILING - SEE DETAIL / ' -D;E CENTER OF THE GRIP OF THE OPERATING HANDLE SWITCHES INTENDED TO BE USED BY A/A0.3 A/A0.3 , • -. .: . , LEJE •---w THE OCCUPANT OF THE ROOM AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, \ 4- < APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN a a 0 Li \--- 5/8" TYPE 'X' GYP. 0 ce R- 3-FEET NOR MORE THAN 4-FEET ABOVE THE FLOOR OR WORKING PLATFORM. 3 5/8" X 20 GA. MIL. 5/B" T't-PE 'X' GYP. 5/8" TYPE 'X' GYP. 1._ 0 < , . t 4 STUDS P lb" O.C. WITH BOARD CEILING - BOARD CEILING - BOARD CEILING L'j i 0 -7) THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48-INCHES (I) LAYER 5/8" TYPE 'X' SEE DETAIL SEE DETAIL SEE DETAIL tr) ce z a . , ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE,. OR SIDE WALK. GYP. BOARD TYP. EACH 5/.40.3 B/40 3 ' B/40 3 to ___. 13.- m 3 5/8" x 20 GA. MIL. SIDE - RUN FROM SLAB .. . • , STUDS P 16' O.C. WITH (I) • . It IMPORTANT NOTES TIGHT TO DECK ABOVE I E / SECURE BTM. TRACK TO SECURE BTM TRACK TO CV , . .. U.L. DESIGN U465--------• - LAYER 5/8" TYPE 'X' GYP. > • ...- SLAB USING POWDER / SLAB USING POWDER BOARD TYP. EACH SIDE--- - „---- SSLEACBURL JESBINTGMPOWDER TO r•-• (._.,-, , • DO NOT USE WOOD AND / OR PLYWOOD 1MTHIN / , . DRIVEN FASTENERS MIN. DRIVEN FASTENERS MIN / DRIVEN FASTENERS MIN. CD r's .• .• - WALLS ALL "IN-WALL" BLOCKING MUST BE METAL. .145"0 01 MAX. SPACING .145"0 V MAX. SPACING .145'0 P MAX. SPACING OF (/) . OF 24" 0.0. OF 24" O.C. 4" 0.C. . , • DO NOT USE WOOD AND / OR PLYWOOD BLOCKING 0 . - . . . .. . 1„. ABOVE ALL "IN-CEILING" BLOCKING MUST BE METAL. o • - : . NcIE.2 FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE, ERICO Ka: FOR POWDER DRIVEN FASTENERS (SILL. ANCHORAGE) USE, ERICO TOOL. NOTE, FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE, ERICO < „ R... • (ANY OTHER WOOD BLOCKING IN CONSTRUCTION OF THIS TOOL 4 FASTENERS - iCBO *ER 4546; HILTI INC. - ICBO SEER 12c10: KITH 4 FASTENERS - ICBO *ER 4546; HILTI INC. - ICBO #ER 12q0; *ITN RAMSET/ TOOL 4 FASTENERS - ICBO KER 4546, HILTI INC. - ICBO PER I 2q0; *WN . -tt ca. L._ RAMS-ET/ RED HEAD - ICBO *ER 1147 OR EQUAL (TYP.) RED HEAD - ICBO nER 1147 OR EQUAL (TIP.) RAMSET/ RED HEAD - ICBO #ER 1147 OR EQUAL (TIP.) u") ,.,.•,'.,' FACILITY MUST BE FIRE RETARDANT TREATED AND BEAR .-. • [ MANUFACTURERS' STAMP OF AUTHENTICITY) a ,.. c SECTION 0 FIRE CORRIDOR D SECTION 0 SALES /NONSALES PARTITION E SECTION '11. INTERIOR PARTITION ..tx ‹ ,. •• _ 0 a - : • NOTE: DO NOT USE ANY COMBUSTIBLES ABOVE CEILING. 5C.,t,L E N T ,-,(.4 1 N ' '• SCALE N.1".5 • CC AMMINNEMMIIMMUMMW AMOMMEft . . 4I .. CC MATERIAL SPECFICATIONS rBarTom OF DECK al1C :D .-..,:4. --=•k,..,, ' . ' MUSLAUMMENk ,,,,,•----- ---.. --j 0 -J - i Cf) METAL STUDS ANGELS METAL SYSTEMS ER-1715 I • " < (x , - TRACK ANCHORS HILTI, INC. ER-238 , -- ------------ - -- ''' M C.: ) I- Z cv) 0 . •" COMPRESSION PIPE STRUT CEILINGS CEILI ,..a U.S.G. INTERIORS "DOWN" ER-2244 ______-____ UJ . . . GARCY STUDS GARCY CORPORATION ICBO #2040 CSI 0 ---- , Z SIZE SCHEDULE • I I 0 N- 2 . • 0 0/5 z 01 • •. .. • : . BASED ON L/R 2001 ItTAKBEALIVIEL N =. . - cm C.3 5-7. Z Ir; - 1 5/8" X 3 5/81 X 20 GA. STUDS 1 ritN. - .5971 I " i., z Cl) L11 cf) En 0 7 SIZE: MAXIMUM HEIGHT 1 1/4' X 2 1/2" X 20 GA. STUDS 14.11N. • .111 IN. J \ -,- .,. . o (.) . .. a W 0:1- (.3 0 , . _ -- .- ).- --- _ .---., , •;.0.•• 1/2' x 22 GA. V-0* 1 5/8" X 4" X 20 GA. STUDS MIN. • .752 IN. ---- - ,. . u 0 I 5/8" X 4" X 20 GA. STUDS MIN • 1.961 IN. ..ER b----• - - •-•------) ) al 0 cr .. - •••-_, ..,... . 3/e x 22 GA. 41-0' I 5/8" X 5/8' X 18 Grik. STUDS MIN. • .747 IN. _ Lt.6 (...) 20 GA. ft-O III CC 0 -• 2 I/2' X 12" X 12 GA. STUDS MIN. .. 43.763 IN. a ••...,.: Vj 2" X 8' X 16 GA. JOISTS MIN. • 6.680 • ALL LIGHT FIXTURES 4 AIR DIFFUSERS SHALL BE POSITIVELY 0 Z Cofi ° 1-1/4' x 20 GA. T-0' 2 1/2' X 12" X 14 GA. JOISTS 11/411IN. • 25.606 IN. ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENTI ' co cc = cc •., I-1/2' x 20 GA. - , 2' " X 10 X 14 GA. JOISTS MIN. .. 14.920 IN, DEVICE SHALL HAVE A CAPACITY OF 100% OF THE FIXTURE WEIGHT ...: .. GAS'-rL.----- TOP OF STUD LU 03 'II cA 0 4 .. 1,. ••.'. - f . ' r 20 GA. i,-r Cl) • e AILAMMEJEIVINIILROMID v) . SHALLCOririCOMMON HAITRTESAC. HED TO THE GIRDER . _. ---2---1/2' a 20 GA. 141-r PARTITIONS: * FIXTURES Au R. EH:AN:AE.7,R UHTI.R1 LEI zSE -------- Ir6RAGGAK. "D:EE'Lji;lz.t TO 0 MEMBERS IAIITI-IIN 3" OF EAG CORNER OF ALL FIXTURES. TANDEM \7),tD A R . -. . . ---ii. x 111 GA. 17-r NQIN-L.SA.TED_PARTIQN5 TYPE '5' 1-11-LO BUGLE HEAD n 7 X I METAL DECK BY A MIN. OF (2) 5/6" 1 ..PE._ 4, .. ..... - 1/8° SCREWS IP 12' 0.C. FIELD $ EDGES. '5' SCREWS AT EVERY 24" CI C. MAX. '-). /A . , 3-1/2' x IS GA. 23'-3' • FIXTURES DIFFUSERS WEIGHING 20 LBS BUT NOT MORE THAN 56 ‘..C, .._ SAIELPARTiloNs TYPE '5' 1-11-LO BUGLE HEAD n 7 X I LBS. IN ADDITION TO THE ABOVE REQ'S SHALL HAVE (2) 12'' GA. --R, DAVID A ' UK (1 ' . . 1/8" SCREWS P 12' O.C. FIELD 4 8' O.C. EDGES. HANGER HIRES CONNECTED FROM THE HOUSING TO THE STRUCTURE a .-4 . • NOTE: GARcr STUDS 1.1PE '5' SCREHS R11114 SPACING AS ABOVE. -I NESE WIRES MAY BE SLACK. ._ ,s ALL. 24' x 4, CEILING LIGHT FIXTURES & 24' x 24' DECRIBED ABOVE. _ ---- T ..•. AB r;, HIO . HVAC AIR REGISTERS 'RAIL SE BY A MIN. rw 121 • FIXTURES 4 DIFFUSERS WEIGHING MORE TNAN 56 LBS. SHALL BE [KM DO NOT ATTACN GYP. -eg ••• --. TWO HANGERS AT OPPCSITE CORNERS. CEILING CEILIN:i15.! SUPPORTE: • DIRECTLY FROM THE STRUCTURE BY APPROVED BOARD TO TOP TRACK ] ,1 -• SYSTEMS SHALL NOT SiWPORT OTHER ITEMS P.R.FLLArtATQIMENT TYPE '5' HI-LO BUGLE HEAD n 7 X HANGERS. , • 7,,,, " OF Utkv c(ct. . . . . . ., : :• 1 1/8" SCREWS P 12' O.C. FIELD 4 EDGES. NOT MORE THAN • IT IS ACCEPTABLE TO ATTACH LIGHT WEIGHT ITEMS SUCH AS - •-., I • 1/2" OR LESS THAN 3/8' FROM EDGES. SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL • . . . • DIAMETER, TO THE SUSPENDED CEILING HANGER WIRES, PER 05227 ... . muttap_ATTATialtigHT TYPE 'S' HI-LO BUGLE NFAD II USE THIS DETAIL ONLY IF BUILDING AUTHORITIES REOUIRE . SECTION 300-11(o), lq10 N.E.C. SEE DETAIL ABOVE. _ ..-.- . , 7 X I 1/4' SCREWS * 12' D.G. FIELD AND 8" 0.C. EDGES. THAT PARTITION STUDS BE INDEPENDENT OF TOP TRACK SHEET . __. •: _____ _ -- •--- -----------__ -1; • F.: COMPRESSION STRUT SCHEDULE 1 MATERIAL SPECIFICATIONS • .'..,,••.. 5CALF N 7 5 G , SCALE N.1.5. 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C..) • rt" I ADJACENT TENANT .., .4-4,....1 ,•...., ,••• 1... hd IT At ..._ — _ — _ 1 .4---- ' ------ ----- --——--- -- ---.--- -1-- — - _ _ __ --.- , —.-- — , _____ ___ ________________3 - (0 _ • — ILOCATION OF Af3ERCROMB1E 4 FITCP(5PACE 507) 7.-- AND ABERCROMBIE KIDS (SPACE 511) 4400A, Calig°3 -44- I 480V MAIN ELECTRIC DISTRIBUTION PANELBOARD MDP LOCATED ON SECOND FLOOR I in CD re) I V '4 '4 (IN) x 0 :0 fil OS 0 EXI5TING 4" 40 .48 rg 0 m --K -I- 1 k -C I • rmil -±". c --- (-1/ CANS 4 C.I-IwR • -,..., 0 o ------ ---- ... ,.. LINE OF LANDLORD bULKPEAD ABOVE rog::) • Z LOCATION OF EXISTING <t CO DRAIN PIPES DOWN FROM ABOVE TPROUGP SLAB , TENANT LEASE LINE b- , .1"':4V W21x62 21x2 v42Ix53 - -- — -- --1/4\1 H H I 28.3 ;•-•4 ..1.,• 1 \-, • :..-L z > -et 4 0 S ra... ;MO Cs) = , 1 11-1 ) L- . LD (2) 3CONDUITS FOR ABERCROMBIE 4 4<ii re) , -------- FITCP(SPACE 507) AND Af3ERCROMB1E E ' ----- KIDS (SPACE 511) 4.00A, WV ELECTRIC SERVICE v cv o i in o X 1 0 X X X CD 'efi3 CO 40 ct, :11;' to 40 v m s. .... (`I I < < < S. 1 44 u.4 g 1 • lb ABERCROrNIESIE #0127 4 6.) 144 IV 6 o 0-0U J I y 4 I I cc n > cl • > , , •4-• o ra u .., cc al I- F TYPICAL EXISTING STEEL COLUMN LOCATION OF EXLSTNG PROVIDED AND INSTALLED BY . DRAIN PIPES DOWN FROm LANDLORD VERIFY IN FIELD PRIOR ABOVE TPROUGP SLABI TO CONSTRuCTION . ANGLED AT BOTTOM • I 21x(02)---‘.\\)-C'E: V421x62 H ..4211(53 I i 0 . 1\ 7 ,.., ce 3 1 OPENING IN EXISTING SLAB FOR I PIPE DROP THROUGH SLAB 1 in zin la 0 0 o PROVIDED BY LANDLORD . \. 11. 9... go 1 I ."-------.....s..----------- EXISTING OPENING IN SECOND . 1/45I FLOOR SLAB 1.-V/ OUTSIDE AIR L.Li 1 DUCTWORK PRONrIDED BY 1- ci g wvo > LANDLORD U.1 I- I- < I < 0 cr I- 0 < z I CV 4 IR P I 4 V 1 q - TENANT LEASE LINE _3 U) v) ce Z 0 1.....1 < a_ „ ci) 4 4 i cfj lo i , Z -< III XI Xi •- • CJ m N. o i1 0) r.... 0 c.r) 1 i EXISTING 4" I ---'---- -----" LINE OF LANDLORD BULKPEAD Z it I (...) u j C4-4.6 4 C*4R ABOVE < __ . IPROVIDE AT MINIMUM (2) I" OR 1 '-'----... --I (...) < LINE v4PERE EXISTING (I) 2" CONDqIT(5) lA!,/ PULLNIRE CL < m I 0_ L... . SLAB PROVIDED AND STALLED BY LANDLORD FOR TELEPI-IONE SERVICE, c./) ' IN -P—C C.....) • TAPERS. G C TO LEVEL . Z CC CI OFF TAPER TO MAICP 0 er 0 a 41( PEIGPT OF SLAB EXCEPT • P. WP1 . ERE RECESSED EXIT Ica.......... OCCURS .- --------L. I (...) ULJ V) IX 2 G.C. TO PROVIDE AND INSTALL • '''',,,,, I DEMISING WALL CONSISTING OF I ---) IA17;i62 ' -I- - PLEASE REFER T 0 A4F #I32 ABERCROr-1E3IE KID' S STORE METAL sruDs Wi 5/5" FIRECODE LJ-1 (26.3) 1 ___, ____ 7 _ ___ PLANS FOR CONTINUATION "X" GYP E3D ON 130TP SIDES = ..1... < CI) cr --r-- ie - - 'OF ELECTRIC SERVICE FROM SLAB TO DECK ABOVE FOR (..) m LT \ / GO ..• 1 --__--- I I I 1 CONDUITS I POUR RATED ASSEMBLY •-- Z co „,....--- 1 I N C) cv — LL1 I I --- 1--J rti I , I I I/ ° 06 --er---Z cr) — — \\ EWNL I EDF --1, Cn (i) CD Z --\\ CC li .r— Lu so ..._ —3 0 iry ___ _p__ E... .---i-:_zi — --1------- cEX0INSNTEIcNGT104N" TpERN0AvNoTEDSABNyITARY \ -- LFEAX7ISDTRLIcN,51)..A0BPEv4NI/NG281xNieSRE AIR DUCTWORK PROVIDED BY cc __, ..<1... I I LANDLORD. 11-1 0 /-• • 0 Ln w ,--- cr: 0 G C TO CUT EXISTING SLAB FOR - EXISTING OPENING IN SECOND ' 1 (1.:1 t I INSTALLATION OF ELEVATOR PIT FLOOR SLAB v4/ 30xI5 OUTSIDE z // I REFER TO STRUCTURAL DRAWINGS AIR DI.. :rWORK PROVIDED BY I: $ / 1 1 E —/1 FOR ELEVATOR PIT AND ADDITIONAL LANDLORD u j u) 1-0 < Lai CC „er 00 i rg 1 JI INFORMATION REG 1/4RDING ELEVATOR CO -.... Lo 1..... < , -4.,... ? 2 INSTALLATION u_ < CR I-- v) . ii --..,..........__I G.C. TO REMOVE ANC; RELOCATE • 1 , /1 T,t;isi FE0XRISTEILNEGvABTE.0ARM suAB(4)1/4/FTE F.,SENOETNNRADTAISO0NEDINT0 (4 SECOND FLOOR REFER TO STRUCTURAL ./ Ziill -ii.,' DRAWINGS FOR BEAM RELOCATION ' EXISTING MALL GRADE 1 1.4 INFORMATION BEAM AND DRILLED PIER LOCATION SPOWN FOR COORDINATION OF INSTALLATION OF / . ."St:.?,Otiole.DF OHIO ...4 ELEVATOR PIT ___....„_-__ ---.0. \.\\.i-44 r, ioAL.L N 3E el (N I \.) N - 1 05227 1 BUILDING SHELL/COORDINATION PLAN w , SHEET -- 1/4' 2 11-0° CD --— ----______ ) 1 — All , . • , Leoleury m. cm i !, 1 1 I 1 2 3 4 6 7 e 0 10 I 1 ,2 13i .4:,.,, 16TRIpel Cm 4 l ' 1-. le 1g 2 2' 22 .e._"4 24 2F+ 2,3 27 2e 2'; 3 0 X • 1' c .,-.),4W,1141/1.14 ,14144,1,111.111,1111,111,11 .4,itituiliwaitithiathihttiitaibtad.4.444 Rw444wilaillid w a .4 414.44 411.4ti ill li ,. 1, 41wito4.1.1, diptib, 41 awl 1 1 1 14 4 411.N.1 J.; • 1. •• • - • • • . Fi ,'.'•;.%. : - AIIIIIIIIMIIIIMIIIIINh- •-• 411=1. , - A. . . . . . . . . . . - . , , . . .• • . .. , • ..... - t. fr. -.. .3. "N.N.., .^. • l' • / r•.. 1 . 1 1 • •. • . . . . . . . . • . •4 1 C) (Fit e CIIMI) 0 kr) LC) +WSJ I Ph* GO CNI /- LOCATION OF ABERCROMBIE 4 FITC.4 (5PACE 507) • 1 AND ABF.RCROMBIE KIDS (SPACE 511) 400A C 1111114 *.er • 480V MAIN ELECTRIC DISTRIBUTION .- l' PANELBOA14D MDP LOCATED ON 5 COND FLOOR CO 71--- - ' m Ji ry in • 1 CO V" .1 CA C•4 CA CV rn LOCATION OF EXISTING 2ND FLOOR I_ — - --- .4t SLAB PROVIDED AND INSTALLED BY laill) LANDLORD -- 0 II-- -- , LOCATION OF EXISTING DRAIN >-: PIPES DOWN FROM ABOVE Ln I Z. • 11-eFtOUG1-1 SLAB iusaTo d \-- ,, CO • ".---'•\ ..__1 ( - . H ...„ , , ., 0 ,....., . , ... OPENING N EXISTING SLAB Z s I FOR PIPE DROP TI-IROUGN ;1111114 in > SLAB PROVIDED BY LANDLORD t-- sf l'-1 1/: 1 -1-- ____ EXISTING OPENING IN SECOND FLOOR SLAB HI/ OUTSIDE AIR DUCTWORK PROVIDED BY a. LANDLORD I) 2 C.) •srp LL... •"•4 • _ C) . A 2 . i•e) z.... < G 0 • i A A A . 1 3 "1. 1 Nt •ir . 4' 0.1 04 3- 01 CA j- , . CA X -0 ..1.."7"..""...."": LOCATION OF EXISTING DRAIN • PIPES DOWN FROM ABOVE Ti-IROUGS-I SLAB TO BELOW N -- --- TYPICAL EXISTING STEEL COLUMN L.LJ ._ 1- 'a k•-) rY _ 174.1 i-u L: > p i3- , PROVIDED AND INSTALLED BY N, L) Al ‘r.ii 6 6- . -4- Ili , II E--/ 300 s II ' --.1 .."`-.,_ 3'-0" 1 -',.. ______ LANDLORD. VERIFY IN FIELD PRIOR TO CONSTRUCTION OPENING IN EXISTING SLAB SLAB PROVIDED BY LANDLORD FLOOR SLAB W/ OUTSIDE AIR , .. CD • ..,76 1.17\ z .1 g u.,u, ti , 0 Z tY z 1 "...,,, tuo— • cr ..LJ n - o _1 FOR PIPE DROP Ti•IROUG4-4 - 1' EXISTING OPENING IN SECOND ...,_ ci) DUCTWORK PROVIDED BY LANDLORD -.6 i 1 • _ _____ .1 El• I 2 x-'-' ', I G.C. I TO CUT BACK EXISTING 2ND , I . FLOOR SLAB TO AC3-11EVE MIN:71U11 I Aori4 FOR INSTALLATION OF STAIRS. a _J COORDINATE WIT1-4 MALL MANAGEMENT tt CA (I•4 N CV • ' ' .g• . PRIOR TO START OF WORK ----- ------- ------ ID7., A f., i, 18, LOCATION OF NEW EDGE DF SLAB 4- - - 7 _ EXISTING DEMISING WALL METAL ..:. vi ,L • ... ..... • STUDS PROVIDED BY LANDLORD TO , ,1 • DIMENSIONS SPECIFIED TENANT G C LI; EXISTING I' CH TENANT TO PROVIDE AND INSTALL WV 1-- CONNECTION PROVIDED BY FIRECODE 'X' GYP BD FROM SLAB . LI] ‘,A . • L..,..1 t-- . ., LANDLORD RELOCATED TIG:-4 -r-to DECK ABOVE FOR 1 OUR. - REFER TO MEC1-1AN1C.AL ii_31, RATED ASSEMBLY < 0 grl Lli ,1 • • > DRAWINGS FOR ADDITIONAL .- .S. (-) ,--- • -.. INFORMATION •J ' ---I C',3 , C3 7 :3 i•-• 300 ..-- Li cr Z 0 f! 26.3 tr, I / - -.."/ En- . OPENING IN EXISTING SLAB • t 0 , , T FOR PIPE DROP T1-1ROUGL-4 in .1 I . • SLAB PROVIDED BY LANDLORD CNI m — 1' "1..., , N. - i-- ..---- ) — -------- EXISTING OPENING IN SECOND I FLX 16' t FLOOR SLAB NI OUTSIDE AIR LI al N''• ) < G.C. TO CUT EXISTING SLAB FOR ..1,16."t 77..4_.._ DUCTWORK PROVIDED BY 0 ][ 1. 1...... Cl) INSTALLATION OF ELEVATOR PIT REFER TO L7-7 -7--- • LANDLORD I ._J 44: i , STRUCTURAL DRAWINGS FOR ELEVATOR PIT 1• a. 01 LLJ AND ADDITIONAL INFORMATION REGARDING i 1 , . ELEVATOR INSTALLATION ...._ _____ , G.C. TO REMOVE AND RELMATE EXISTING . -...--. iX BEAM ABOVE S4-10VIN DASHED FOR ELEVATOR .. Ir I I C.) 2 • .0 SHAFT PENETRATION INTO SECOND FLCX)R . , / 1 4 0 ".4t REFER TO STRUCTURAL DRAWINGS FOR ..- csa BEAM RELOCATION INFORMATION---------- ' 'AI __./: L'IlA 6 .,„ cm c... 0 0 0 Z , $1CC t• -t- -....i ___ LU- J. cc LU a ,... I = -) A 1 iNi 1 -a.. -..• CI) LI L3 I \ W18440 C:) F- - I j- ! -- -- 0 c - — ------- ,... 0______________ ___ ___ _,_ LOCATION OF EXISTING PIPES = DONN FROM ABOVE TI-IROUGI-1 0 Z Cr La.4 ci) cf) 0 SLAB TO BELOW z LL. z Lu a I ,.,,,,2 o • .• --4 zC (:).• LJP-j 1 ----)(/---- II I cc 9 0 0 K co c, cc , 1 H , o L1.1 Cf) In Q L'ai I _______ ______ in _ _a H jr_ .• 2 4.a ---1-P , in -- •• 5 a) 1--- - PLEASE REFER TO AIF #132 (I) < 0 • • ••• PROVIDE AT MINIMUM (2) 1OR PLANS FOR C.00.TINUATION OF v) (I) 2" CONDUIT(5) WI PULLHIRE ELECTR,,- ! VICE CONDUITS FOR TELEPHONE SERVICE, JD AP "C4' cz..., — 44 DAVID ALLEN YOU son ,i. c:c. ....-1 • _ . _ ...._ •{ 1 r — • , -4. 14 Q). •• N ie. .....dimmu BUILDING SHELL/COORDINATION PLAN w(DE 05227 3/18" : r-0° .,, SHE; r • _ . ..,,, . A 1 . 2 I ....... .. ............... . . . . . • . _ , ......... •1.111.11••••••••........000......0. 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'-' '''' 1-7/7:7- _"` L]C Q3• II aQ IiL: jil �- = -=1 ___ ' w O ulI -- ifI''''''''_-.= ri h Cr CC j?(D ...../ ._,1——::::5 3 i= X11 y - - _ 11 M` sTA1Rs _ — I 0 w © c\I t "P HL - - - rT- ' [Ti 1i f o cc LL cc 06 • • ,+� - i Tom_ L a oZ HP 11 • ( + I o I. ---3 L/ C� 7 L-- I 1I_i I - 111— cc _ _ _ 0 ill W 1 J L [.1 1 1 _____ 1 -171 1 L_L___1),[11 / Q_ < o) ).— (;)-, ci.,_\ i______ . --_\... El..-i, >-.. --.11 MALI CORRERVICL�IDOR - L INDICATES AREA OF WORK D4VIf'ALI NV I "54,:),<,„ � [ H'TCHING UNDER SEPARATE CONTRACT - SEE __�--____._�.��.—_�-_ — - —.__._------__.--_-_-_-- -- —---— -� HOLLISTER DRAWINGS FOR INFORMATION. )�+lo • . PROAEC' T COORDINATION PLAN EB G5227 3/16" _ 1'-O" N M, SHEET• A 1 N 3 • . . ........L...•• • - • . �,/ • . . ..„,,, . ..,,,,_ „ . ___ _____________ ..,......._. .... ....._... , ....... . . , .......... . • • ,., ,, '. -niiiul nn n .,.. _... 3 • ' 0 X . a 6 e 9 Io I I a_ 13 1n rm rc, 6 -,7 1a IQ 20 1 22 23 26 25 25' c , 2E. ;1O ZII • OI NOHi s 11114 1, J.l1ititil.,1.1111.11 li1.1Lili t.I.I.,IA IAis111111,14.1114110 ILI4 �I , t y i; y • sh, • ...yyy T !.. . , :1,;.'4W,4), o ..V'''''!,..'"4 ,. . . , .,. , . ,.., .... .. .,. . y • hl r. • I f...,..y.,,,..,,,,,,,,4111111111 411......=•11. DEMISING WALL NOTE �R G1C� PP MAA EXISTING DEMISING NALL CONSISTING OF 6' METAL STUDS(8Y . LANDLORD). G.C. TO PROVIDE 5/B' TYPE 'X' GYP. BD. FROM CONC. I -/ / --� SLAB TIGHT TO DECK ABOVE (ABERCROMHIE AND FITCN SIDES ONL r) G C 'TO INCLUDE FIRE-SAFING IN ALL VOIDS AND PENETRATIONS TO O LAYOUT MAINTAIN A (I) HOUR FIRE RATING PER UL DESIGN 0465 TP4E G.0 O E - / 15 TO INSTALL SOUND DAMPEN NG BATT INSULATION IN EAC.. STUD U, IU4'-0" POINT 2'-0 I/4' LEASE LINE TO LEASE LINE CAVITY, (TYP. ALL DEMISING WALLS SEPARATING ABERCRO" IE " 1'-0 " 7 ' ■ 12 !/4' / SPACE FROM LANDLORD SPACE) .� M 4' 0 7' b I/2 12 II'•2' i2' 6 I/2 EQ' 5' 2 1/4' 12' 5' 8 I/2' 15' II' 2' 15' S' B I/2' 12' 4 5 I/2 12 5 8 I/2 1' B II'-2 I' B Sob I/2 (4 . 1 10 ) (4 . 110 ) (3 • 11-10 ) (3V I'-!0 ) (3 . 110 ) (3 • I'-ID') D _ -- ----- - - • 03 cl -t -_I _ 4 NOTE: I - - �.- -__i I --__ - -- �,;._.,,. _ = r- - -= R .,..1 �.....- - - ,. -r • -� G G. SHALL SLEEVE, F;RESTOP, FLASH, - - - - r, , �, -_. ._: .- _- --, ___- CAULK, ETC ALLPENETRATIONS TWRU 40 • ' - - - •a -1-- - - --_-__-.. l -• ' f - -- - i �+ SLAB(5) AND/OR ROOF DECK 50 THAT r �_ _ ( -- -_ _ ...�.-... ` ' I --� - L__ - � I l I e - l irl- 1 C LIQUID AND/OR ODORS SHALL NOT . - (.1: :: - I I - r , ' - t ...i' _-� T l ---- - I• "'/ - -T . f RE ASSEMBLE RAPENETRATE G.0 TINGS EXISTING f(' {(`'' A 7 -. A ^ __ .. A -- n O I '!p g_.,32 1 'Q79- I - - I 10 (j1 - I Q (tel • 10. I - M o= I A2_ v i o = ‘I2 132 • N -4- __A 8�` O i • w m cv 1 1 -- 1 m N z « �"'� -- - 2q'-8 I/2' - I!-`'.!�, -� - - 2T-I' - 71.-� G / a • O et) ,.!:::) >:: T u 9 • --� 10 10. #104 10. - �' #106 i'« I'-G I/2' r; " _ / 9 7.„, . •. b• � F u " (1YP 4) 61NL ,.. ,... , _ .1.- "c).--, ��411t9.1( #10Z �'�.t_ -� CD Z : -1-'. I 9 , I • * ;mill ...4 c)--t-- -"-F.j --- 611 l ._ _�J II/2" It M„ T1'P. _r 1- \ 1 _E) -�--- -r---- -r -- -- - -- - A -. -. o :: N a- lo- Io. I - - 1 __i_3_..) - I g, • �, " DIMENSIONING NOTE $"", o I I I I w - -- z . * q' ■ SRL g • 1 11 Q F ALL DIMENSIONS ARE FRO$' FACE OF G EPS„^' BOARD TO FACE FMIN. 4' q' q'-'1 IVY' fi I'-?'t B' 7 1/?' m c l 3'-I -- - 15' 7' b I/2' 15' 7'-i' t 15'1 5' B I/?' • 2'-7' ♦ In - y - ' U a I OF GYPSUM BOARD. • -• - __,_I• �t t I'-b I/2 (5 •- I'0- I 1 I (t) t • .L 1 (4 • I' IO t 1 (i) I I (3 •• I' 10+) 1 --� 25'-IO - --- CA --- -- - C) - I - _ -- =-I-- 1 ---- _- - _ -f-' �•1 J (t) lA Iq -_SOUND INSULATION NOTE o M \ 41< I I 4' 0' 2' 7' G.G. TO PROVIDE AND INSTALL SOUND bATT �N5uLAT ON WITHIN t0 ,�, 'S' L-. __1____.- I - -_ ____L_.: 0 O - 4 -- O I B WALLS AG�AGENT 70 'SHARED' DEMISING WALLS BETWEEN ' . r - /i••••••/ii, N 1_ _-_..74, I N sr r - - - - r 4 - - ( .� �__ --- - _--- $ n _ A ' TENANT SPACES. SOUND BATT. INSULATION 15 NOT NEEDED -- I '� WHERE DEMISING WALLS ARE ADJACENT 70 EXIT CORRIDORS IZ / 9 1? _. M4 '"l4 M4 - ••••••� 1 _1 ( / AND MALL COMMON AREA.-- UNLESS MALL REQUIRES G.0 TO C1 I I4 _ _.. ...�. _ ._- -_ _. `-" -- \. 1 V MAL. EQUIREMEIITS - / 'w ` • �w \ i I �-- -� U c� -- EQ•--^i-_ I I '-i N A/E EQ �`� -"-` 4.---1134 \ I Q ,n 1 -- fRR - -_ CON M/ ROUGH OPE ANG ? ' 1 r L. 5'-3 I/4' w R 10 • *107A c? \1 1 m w 7 10 1 -_.__ _ _ , - -WALL BL(..,KING NOTES - - 1 © 10 T _-- 1�! 7'♦ a _? /!4 ••1 7'I �I 5 1/? ID' 0' 4' 4' i i 1. #109f / *1098 10 O 1 I- � bin ., I (b / - ) .%..T . _ i �' 4, NOTE 1 / 5'-I 3/4' /1...,1 2 + �- -J__� # ALL WOOD 'N WALL BLOCK NG TO BE FIRE RETARDENT > \ /I 1 \ / I .� TREATED (F R.T. AND HEAR INE MANUFACTURERS STAMP OF "' g u. n - - _ z VERIFACATION. WHERE L41 u `' 1 a-.. 1 /� �q / G 1 0.•; '` LOCAL CODES DO NOT ALLOW F.R.T.F.R.T Y (3 I I �/l �� A11Jlit 1. WOOD BLOCKING IN WALL CAVITIES, G C. TO USE CODE 'S' Z v +-��1 a w -- 1 _ .� ® J W -- - P m 13 / 4 I is APPROVED ALTERNATE BLOCKING MATERIAL 1= pwc \ 1 "'« -1--'- -_ 1 • 111 C� Cj tIi109A/IIYANSINNe/ I I 4 O 10 -, w L "t IO ?1 21 I }_j I CD ;- u� -G.0 IS RESPONSIBLE FOR INSTA;.LATION OF IN-WALL BLOCKING c Q p j#10#C I 6 -A o q S l�- 1 ' FOR ALL WALL HUNG ITEMS IN TWE THE STORE O 7 �. o -��' t 0 7, 1 I- 4 o ` -'- eo 1 " 6 ` r i I ! D In o A \ - w i If L ] I 1 1 I l Jl� #107 �, O I I 1 1 i I #101 I Q "' qa.t G.C. 70 REVIEW DECORATIVE PRESENTATION EEM DETAILS OF O , di z Cs ,.� �I r- 1,� ,• - is .• f-, TIS SET TO INSURE ALL ITEMS APE PROVIDED WITH ADEQUATE v) t� n g 11 _ fk I J ' ~� '�. IN-WALL BLOCKING > , I , I I ♦ -o - w wT? w _ j ' ¢ Ll Vo -__- � �, r (61 . 3 _6, Y_-4- 13� ,�-y" ! I d -G.0 TO PROVIDE ADEQUATE IN-WALL BLOCKING At FITTING 1 ~ 0OOK • • / uI l#109D icil /� " OF 5TYP 5 I , 1 , i. Q.. o I 1 I PPA S,OOM RBENCHE5, DIVIDERS EAS AS REQUIRED ANDABASESMBS MPRIOR TO " �, V I I +- � L -a _ iO s INSTALLATION OF Gn'Su'" BOARD 1 I % � a '� (I1JI'- r I v / "' ��. 0 i �� a aE 4-B (R.!0 240.1 ? 1 t� ii4 ---- CONSTRUCTION PLAN NOTES I I C - • I o ,Q- J • #1070 1'-G-4. i, 10. u� E0. 11'-I0' 10. EO. 10. t�i 15' / I ,rs =--- _ ,- v - ---.- i1O9E _ t ROUGH OPENING t ------ _ 0 1 ,i 1 • iy g STORAGE PLATFORM DECK CONSISTING OF 8" METAL r ~omit _. _ _ « - - a I I � I JOISTS (16 GA.) • Ib' O.C. MAX. WITH ONE LAYER 3/4" • 4'-0' \ , 12 "I _-` •• M4 1 M4 I M4 I I I F.R.T PLYWOOD DECK. UNDERSIDE OF DECK • B'-0" Z -- A• __ o t T l -- - --- _ �. 0 �_ - - - AFF INSTALL ONE LAYER OF S/8' GWB ON TOP AND O_ 111 1 1 1 1 [ 0 1 ' 1 ' F 1 u ii I r q F/G12• - BO TOM OF .JOIST, REFER TO DETAIL F/Al2.5 to - -� - - 22� GREETER DOTS, INSTALL PRIOR TO INSTALLING W i l r Se FAS - - - t�-, - i ,--T - FLOORING, REFER TO DETAIL E/AI?I.1 Cr • - 7'-6 I/2" __ T-G 1/2' j5'1 8'-7 I � �. . . 1/2' :' - 25' I0' I J WALL v o p _ �3 HOLD STUDS TO 1/2' OFF FACE CF COLUMN / DEMISE in o -__ ( t 4 • 1'-10 �4 • I'-10') (t) 3'-I' 7'-b I/? 115' 7'-b I5' 51-8 f T 1 u) C .I • I r-3 In' I --- -- 1 0(4 • II-107 (t) 4'-- ---73 . 1'-10' • '1 -/'-__ I o l:) 4+ -. • _' ''I -- - 1 I 11'-3' __ _' ) 2' 7 I I ' I -i 44 6.uADED AREA ICICATE6 LOCATION OF EE1BEDDED 6ECLJ� • ' i - ' • I I I o I 1 0 ' a v SYSTEM.REFER TO DETAIL FIEDU ON ELECTRICAL DIaAL',R4: R. V 4 in -. I _.- T N • I .-_ 1 al n c]„ I I W v AND MANIFAGTJRER INSTALLATION N6TIBICT ONB FOR LI.; u, - -- 30' 4 I/4 I I 27 I `. 1 1ygTALLATION F (t) - - '�1 / U1'--� �� '�{_ -J R ;! 1 5 RECESSED ELECTRICAL OUTLET; REFER TO ELECTRICAL L < Ill tr) T! '"7'4_�,---� _ J 400- DRAWINGS AND COOR01NA7E W17u ELECTRICAL �W Q• „� 4± :1I/2 .JJ ' 4 -5 !/?` 1-ttttB / �1 CONTRACTOR U a .� B -----___._1i O MULTI-FRAME IMAGE WALL, REFER TO DETAIL A/413cn O Q -�� - II C_ A v 10 ; SIO. #103 !tel 1 O IMAGE FRAME- G.C. TO PROVIDE IN-WALL BLOCKING z` ,� IO. 9109 0~ u o u L �' -1 I REQUIRED, REFER 70 DETAIL D/A13.1 N W e. Tl'P. n #IQs - ' I �� O MOOSEHEAD G.C. TO PROVIDE IN WALL BLOCKING A5 -- J CO t ,e • I I v I I J / ' I <v REQUIRED, REFER TO DETAIL B/AII.I I I I I 11 ~r-_ it O MIRROR FIXTURE- G C. TO PROVIDE IN-WALL BLOCKING a. '` ----� A AS REQUIRED, REFER TO DETAIL F/A13.1 • -�� -`-- "''"y , +� C B. FITTING ROOM HANGBAR- G C TO PROVIDE IN-WALL A• j r 4`?` `., _ ;J� v� 'f A9.1 gi �� a M i0 BLOCKING, REFER TO DETAIL F/Al2.1 O : I 1 ' "f I u, NEW FIRE EXTINGUISHER 2A10E3C SIZE/TYPE PROVIDED / - �- I 1)2- - 1 - ,_-_ I "b I I �,Z, z i T I 12. I I - ' O i I ..' ®?_ 7 I R 11 INSTALLED BY G C. !k U -R! �� I :, I I 4 46- A 0 I I I 12 J I 1 .r' 12 FITTING ROOM BENCH REFER TO DETAIL G/Al2.1 LU I I inn -- O I ' in 3� _ - - -_� , --_ - _ I 13 TELEPHONE JACK, MOUNTING HEIGHT AT 4' 6" AFF Q Q in n - `- � 5'-II 3/4" 3'-10 1/2' 12" 101-I' '^ - 12' ?'-6 112" 10 I , `� 10. _ - - - - 9 L- _ _ (t) t(2 0 1'-10')t /••e•ryweer . °"--;:- .---- ---. 4 • I -IO n J REFER 70 ELECTRICAL DRAWINGS tL - _� - %// /•�/ �/ ` I4 ^� • r 1^ STAINLESS STEEL METAL CORNER GUARDS (SALES ARE. CL. Cn ;y ` �, - 4 `. o II I I I I j I 4////N//i►�ivv�»• ••i //i I I I I J 1-1/4"x1-1/411(36" - NON SALES AREA 2"•2111018.) REFER TC: O M�'/, O J-- i, ./ -1 -L-__J---._ 1 •_ -- __1 -_ Ell F A 1 _1_._- _L___� - - - - - DETAIL J/412.5 FORINSTALLATION INFORMATION TIT ��, . Q I `.J D Q n FOUR CORNERS IF APPLICATION OCCURS ON COLUMN. a[ I - -•--.-• ,.9. . •..-.-r rrw w+11 r••- , - r.c.•.- - - -- . •4. iv11:•y,". r.9 41^. vr4'v .... .1.7.-w vw,..�w►w•r - • ••••A '. --+ • _ - .._. _. ..t 4.-.�Z.4•►.4..,4K•.._p..n.....1-�.. e.•:•....•..",:r..”-•-•."..•.,, ._- ..,4��•1 A�A_4,4,-.4-4• . . .....�.+-.. -•.�.4 •�.aq.�•..4 ... i. .y4... a-...-�....�'�444...►..nA-4 1,-.+,.... ,41.4-....:._... -♦ •♦w , .'� -�• - --; ^- `/ • `MI- 15 IMAGE FRAME, REFER TO DETAIL B./A13.! Cr • ^� 12' 5'-e• %2' _ 15" II'-2' IS' 5',13 I/2" 12' 4'-5 1/2' 3'-10 1/2' I'-B' 111-2' I'-8' 3'-10 1/2' ' ,b, GASNWRAP PROVIDED BY OWNER, INSTALLED BY G.C. N ,� I' J (' : -10 (3 • I'-10T) .J (2 • 1'-10') 2 • 1 -10 1 _0 I/4' REFER TO DETAIL A/A11.I FOR STUB UP LOCATION G C ac O \ _DI L 11-5 I/2 5• � TO FLASH SKIM NEW OR EXISTING CONCRETE SLAB r0 A < L j?- • -� MAXIMUM TOLERANCE OF I/B' IN 10'-0' AT CASNWRA1' CC D �Va3 - 'a' BACKWRAP AREA -� a v ��ee''�� 14; ��1 , N !7 G.C. TO INSTALL 2-1/2' METAL STUDS BETWEEN (f) Z -J U) ar • tid_�_ • .✓_ 0 1 I n FLANGES OF EXISTING COLUMN. G.G. TO INSTALL 5/8' (� Q _az 'A III q , . ;++9 4 I1 CONSTRUCTION PLAN w Eo W o -- /? / ( I GYP BD DIRECTLY OVER METAL STUDS. • - / • c„�� •�•� -_-T 1/4 - 1-0 $ 16 PLYWOOD ARDEXORINC IN VESTIBULE.LYWOG.G. TO POUR Tu Q LL � F- �V c� LAYER OF ARDEX CONC. OVER PLYWOOD TO ACNIFyE V t\. 4g.t) To DI I e •• - DESIRED FINISH REFER TO DETAIL PiAl2,b Z Q1 �n • 9 I I ,2 - - -'- --- ---- - 4 tq START OF CONCRETE SUBFLOORING IN VESTIBULE. VERiF CSC _ • . ___L�� •1 i4 PARTITION LEGEND LOCATION W/ ANTENNA INSTALLATION G.C. TO POUR TNI". O LU tn ') d Z -- -----------_.__ - -. __ --- - LAYER OF ARDEX CONC. OVER EMBEDDED SECURITY co Q0 L.-�±_ ��'Y, `„ - - --_ DEMISING WALLS GENERAL CONTRACTOR TO CONFIRM ACTUAL FIELD CONDITIONS INTERIOR PARTITIONS ICONT'D) SYSTEM TO ACHIEVE DESIRED FINISH REFER TO DETAIL Q W ca 1 -_:-, • '•'4 I AND 15 TO COMPLY WITH INDICATED INSTRUCTIONS. P/Al2.6 -i i% r- _ EXISTING DEMISING WALL- LANDLORD PROVIDED -„ -1 -- NEW INTERIOR PARTIAL NEk�NT PARTITION - b"METAL STUDS �0 G.C, TO BREAK FRAMING AROUND COLUMN OR PIPING, USE LL. 0 I.- 0 '+ •y 4• :11 l � LANDLORD TO PROVIDE META!_ STUDS, TENANT G.C. TO PROVIDE AND 3-5/8' X 18 GA METAL 8RJ8 • 16"OL.(MAX_)WITH 5/8" TYPE 'X'GYPSUM^OARD NON-COMB. BLOCKING AS REQUIRED TO MEET DIMENSIONS CC 0 § W I ' : " FINISH CEILING.PROVImL ONE OR BOTH BIDES " REQUIRED NOTE: WALLS TO 0 INSTALL 5/8 TYPE X GYPSUM BOARD (ABERCROMBIE SIDE ONLY) a ?� G.C. TO KEEP EDGE OF PASS-TNRU� TO AND FROM THE �... U Z O II SUPPORT NON-SALES WALL STANDARDS ARE 4-CENE 18 GA METAL STUD. CANOE ROOM IN ALIGNMENT WITH EACH OTHER z c. 1 ;26 • FIRE TAPE AND SEAL TO MAINTAIN REQUIRED RATING • m (T1PIC.AL llJl 2BE NOTED OTHERWISE) o y�4.r..4.❖...� -- APPLICATION KIOSK FIXTURE PROVIDED Bl OWNER (= L!) Cr L;; ELEVATOR F _X45555519. NEW DEMISING WALL(( HOUR PER UL $1465)- G.C. TO PROVIDE r7T�� __ CSC U- Q co Q iriV - NEW INTERIOR PARTITION - 6 METAL STUDS INSTALLED BY G C. ,,,�, • `l^Q o tu z 6' METAL FRAMING. TENANT'S G.C. -TO PROVIDE 5/8' TYPE 'X' GYPSUM 03 Lo ' 29 I z 3-5/8' METAL STUDS • 16" O C. MAX WITH 5/8' TYPE 'X' GYPSUM Q V Q • ; BOARD 71r,NT TO DECK OR CEILING ABOVE (BOTH SIDES) ALONG WITH ( / 23 CONVEYOR CONTROL PROVIDED 1 INSTALLED BY LL N w FIRE-SAFING IN ALL VOIDS AND PENETRATIONS TO MAINTAIN A (I) HOUR BOARD. PROVIDE ONE OR BOTH SIDES AS REQUIRED- NOTE, HALLS TO CONVEYOR BELT MANUFACTURER "R FIRE RACING PER UL DESIGN p U465. G.C. IS TO INSTAL(. SOUND SUPPORT NON-SALES WALL- STANDARDS ARE TO RECEIVE 20 GA. METAL q CONVEYOR BELT ASSEMBLY PROVIDED 1 INSTALLED BY ! 'v STUDS (TYPICAL UNLESS NOTED OTHERWISE) S'-e1'_q, m DAMPENING BATT INSULATION IN EACH STUD CAVITY OF ALL DEMISING I CONVEYOR MANUFACTURER '- (-'- - -- HALLS SEPARATING ABERCROMBIE SPACE FROM ADJACENT TENANT 1...,•_-.,-...-....-. ....,. . . . _,;3 - • ELEVATOR SHAFT WALLS- I HOUR RATED IR . , i I SPACES GC. TO PROIDE AND INSTALL Ib GA.3 5/8"METAL SW FRAMING • Ib'OC.MAX. , NEN METAL PAN STAIRWELL W/NANDRAILS EA. SIDE. ,�ja..D AR- -'nn --- . WI MOISTURE RESISTANT FIRE RATED DRrwALL :71 BOTH SIDES OF SHAFT WALL TO PROVIDED AND INSTALLED BY G.C. REFER TO A8 S FOR • �`1 INTERIOR PARTITIONSSELL N- 1 71-4' ____1 • EXISTING INTERIOR PARTITION - � MAINTAIN A MNUMUIh ONE 40<1R RATED A88EMEjlT ) 26 ELEVATOR INFORMATION c :• , r0 14 [ NTERIOR RATED PARTITION - I HOUR PER UL #465 IDED 1 INSTALLED BY ELEVATOR V•V stOiI 4?0,„,E (11 - I 9' 11" �� GL.TO PATCH AND REPAIR EXISTNG WAL.Li 10 LIKE NEW CONDITION A8 G.C. TO PROVIDE METAL FRAMING WITH 5/8" TYPE 'X' GYPSUM BOARD MANUFACTURER SHAFT WALLS, BEAMS 1 BRACING TO BE REQUIRED TO ACCEPT NEW FINISH AND MAINTAIN RATING: PROVIDED I INSTALLED BY G C. REFER TO SHOP DRAWINRc• �' I. 1A' i 3./4' r1 NEW INTERIM PARTITION - TIGHT TO DECK OR CEILING ABOVE (13011-1 SIDES) ALONG WITH FOR ELEVATOR INFORMATION REFER TO STRUCTURAL ` LI ((-LITHFIRE-SAFING IN ALL VOIDS AND PENETRATIONS TO MAINTAIN A (1) I4OUR ------- LEASE LIRE TO LEASE LINE iv 3-5/8" 20 GA METAL STUDS •• Ib"OC.(MAX_)WITH 5/8" TYPE 'x'G••I�'SIl-1 FIFE RATING PER UL DESIGN RU465. SHEETS FOR FRAMING I STRUCTURAL DETAILS. ,' •4 BOARD WIT(-I CONTINUOUS 3/4"X2 V2' HORI7DNTAL FURRING AND 3/4" 'V-GROOVE' 7 NEW EXTERIOR PARTITION -3 5/B" METAL STUDS • 16" I Peg .1 WOOD PANEL (8F-9). REFER TO CABINET DETAILS SWEET AI�1. EXTERIOR PARTITIONS �� O.G. (MAX.) WITH 5/8' TYPE 'X' GYPSUM BOARD ON • 'T' V` 1 I 0 F I,)A' Q - NEW INTERIOR PARTITION - 3 5/8' METAL STUDS INTERIOR SIDE. EXTERIOR FINISH TO BE EIFS FINISH OVEN% -- NEW EXTERIOR PARTITION - 6' METAL STUDS 3-5/8" METAL STUDS • 16' 0.C. (MAX.) WITH 5/8" TYPE 'X' GYPSUMDENSGLASS SHEATHING. . I BOARDPROVIDE ONE OR BOTH SIDES AS REQUIRED. NOTE: WALLS TO 6' METAL STUDS • 12' O.C, (MAX.) WiTN 5/8' TYPE 'X' GYPSUM BOARD G.C. t0 on OUT WALL t0 ALIGN FACE OF WALL W/ 052273-7 I •----4SUPPORT NON-SALES WALL STANDARDS ARE TO RECEIVE 20 GA. METAL ON INTERIOR 5"1E. EXTERIOR FINISH TC BE EIFS FINISH OVER 28 .- ,-- C I STUDS (TYPICAL UNLESS NOTED OTHERWISE) - DENSGLASS SHEATHING (TYPICAL UNLESS NOTED OTHERWISE) NEW WALL • APPROXIMATE LOCATION OF 6x6 ELEVATOR RAIL. SHEET r -r -„ %/�/1•% - NEW INTERIOR PARTIAL HEIGHT PARTITION - 3 5/8"METAL STUDS 1 1 - EXISTING EXTERIOR PARTITION - EXISTING EXTERIOR PARTITION 29 t - -- _ L1_`"'�'___ -- 3-518" x 18 GA METAL STUDS •• Ib'OL-(MAX)WITH 5/8" TYPE 'X'GYPSUM I DOARD PROVIDED AND INSTALLED BY LANDLORD CONTRACTOR SUPPORT COLUMNS. REFER TO STRUCTURAL DRAWINGS • - J` FNISFI C-'EILNG.PROVIL' CNE OR BOTH SIDES AS REQUIRED. NOTE: WALLS TO FOR EXACT LOCATION AND ADDITIONAL INFORMATION A 2 , 1 .. SUPPORT NON--SALES WALL STANDARDS AlRE TO RECEIVE 18 GA METAL STUDS (TYPICAL UNLESS NOTED OTRER.WISE) ' �,� • -• , • 03 4u ��a' .W4�i� dIC-tide, n,n ;MaaVe9� V+?�."T+"`K�} LEGIBILITY STRIP I,, 10,`"- 5 S T• e 9 10 I 1 12 13 I:e 5 17 IS 19 20 21 22 23 24 2.5 26 2- 23 :c: 3 0 X .• �:I I 1 01 b /_f HbIJI r , ■ '' IGI1111a.l ilthilliii��l.l t1iliali1! :, ! I ,I' 1'' 1 1�a 1 1T ; 3� , " '',-M • j / 4 �'.'•'s,` z• �. . . , a" .c k5 x ,aH... •�. *i ,. _, 7 .'�� +ttt• '''*•''� , tper :ter.; s `d rr :','!.-':..1.' r :� " ,. r, .,, - ' • . , ., .•. ..: . 7. ) ` xn- rx+>nr- .: =. sus :xir� ';�,- �+�'�• -«�s '�-�� Tm^,' . :. ,. ,• -.. .... .. . ..,., .- ,y H , • . .,.. ., �., STM" rte' . .•, � -o- • `:11'..1': + ;..,.. ,, i`tiT.,la ,fi"n t M + D. " jlA ki$ • ..-.,mom■�, - �a...r.ilW • ' fl4• -- of NOTE 0 (: -1_-(:12) 0 G.C. SHALL SLEEVE, FIRESTOP, FLASH, IA 42 I CAULK ETC ALL PENETRATIONS Ti-RU LI 34'SLABS) AND/OR ROOF DECK SO THAT 4 -!� M • LIQUID AND/OR ODORS 5HALL NOT (LEASE LINE TO LEASE LINE) • N PENETRATE GC TO MAINTAIN EXISTING 4'-0' f I5'-9' 14'-4' FIRE ASSEMBLE RATINGS •' --- ' ' • i -c: — L.J? rce i-r-___ ] 1°11/A3 ra A -i v t • ii 1 r r r T I r -- I) �' 1 I+- I I I I I s _ ____ 29_ DEMISING WALL NOTE — • ____ _ r-� _ �:'-a 3/a 4._61 r _— � I ---• A5 EXISTING DEMISING WALL CONSISTING OF 6' METAL STUDS(BY SOUND INSULATION NOTE — 0 4 -� ,) - LANDLORD G.0 TO PROVIDE 5/B' TYPE 'Y' GYP BD FROM CONC '- - - - ----- ........ >• t.___--_L� (TYP ) SLAP1 TIGHT TO DECK ABcNE (ABERCROMBIE AIID PITCH SIDES ONLY). i v SI .E - -- G.0 TO PROVIDE AND INSTALL SOUND BATT. INSULATION Q '^ T2 itgI (TYP) 23 GC TO INCLUDE FIRE-SAFING IN ALL VOIDS ANIS PENETRATIONS TO wI i HIN WALLS ADJACENT TO 'SHARED' DEMISING WALLS aI • 28.3 m I -6 ��'_ H MAINTAIN A (I) HOUR FIRE RATING PER UL DESIGN q U465 THE G C BETWEEN TENANT SPACES SOUND BATT INSULATION IS Q ;;� ' iQi. FIXE ry __ I5 T(' INSTALL SOUND DAMPENING BATT INSULATION IN EACH STUD NOT NEEDED w«IERE DEMISING WALLS ARE ADJACENT TO �� EXIT CORRIDORS AND MALL COMMON AREAS UNLESS MALL it:' ✓ -T 1 ��M , �/ CAVITY (TYP ALL DEMISINGPA WALLS EPARATING ABERCRCx IBIS REQUIRES G.C. TG C�NF!RM MALL REQUIREMENTS.%'r10 .� 36 Ad m SPACE FROM LANDLORD SPACE) j ( 1 Lo i r ' // ` - I.' - IN-WALL BLOCKING NOTES _ __ illMli / L _I a a X i X /1 1In r -ALLHHOOD IN-WALL BLOCKING TO BE FIRE RETARDENT Q 10 /$ a I �] I■1.:2 1 -, TREATED (F.R.T.) AND BEAR THE MANUFACTURERS STAMP OF a- /' - r LOCAL CODES DO NOT AL-Ow F R T Z 1 ., (,.•,. ' •OLLI � 1 I VERIFACATION WHERE '"'' v' I j / I L- WOOD BLOCKING IN WALL CAVITIES, G.C. TO USE CODE n , CO s �I ` `J•j IL - 3Ac3G - - :L � APPROVED ALTERNATE BLOCKING MATERIAL "'iriiilr/ g n m!:::) /I 1 I / ,-2 , m G C. 15 RESPONSIBLE FOR INSTALLATION OF IN-WALL BLOCKING r FDR ALL WALL HUNG i'i EM5 IN THE THE STORE 0 / i 1 0 /.© - ' _ ' r► I a RR A2 ( -- F- 1 M 1 _ I� in 1 4 -G.C. TO REVIEW DECORATIVE PRESENTATION ITEM DETAILS OF 1.0 • 2 n- I a L_ TH15 SET TO INSuRE ALL ITEMS ARE PROVIDED WITH ADE!l,'AT. . I� +. \ ♦ -- - — I IN-WALL BLOCKING (U PFI);-r 1.6 A . p_ I ' / I F- f -G C. TO PROVIDE ADEQUATE IN-WALL BLOCKING AT FITTING ,,, / - -- ROOM AREAS AS REQUIRED FOR JAMBS, MIRRORS, HOOK ,I / 1 (TYP.}� m rJ PANELS, BENCHES, DIVIDERS AND BASES PRIOR TO /I �10 ` _-- 17 a a 1 �\\ INSTALLATION OF GYPSUM BOARD �• _ L . — I — DIMENSIONING NOTE c. 1 I ` _ IT I _ (� 1 W pr a a I-- ' O '' — • LI - 1 \ ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TC k w J 51-2 1/2' 9-6 Q a j. 20.3 T% FACE OF GYPSUM BOARD - - -- -- - - E i MIND I,-6, 90x36 I ►- F y Cv L- c II , \(:1) 1 i • v Fk; o tY cc 2 I . ? II I \ z A le guES 2 I 111 —c— IV [ I / PARTITION LEGEND _ �A • 1 w ` I -- - -__ s -_ - DEMISING WALLS GENERAL CONTRACTOR TO CONFIRM ACTUAI. FIELD CONDITIONS ' ' �� M I—I I I I I I t Z _ r' AND IS TO COMPLY WITH IND!C.ATED INSTRUCTIONS, ¢ 0 0 s .. _ +� _ - r _ -- ' _ IMI Nla _y -� " 31 L -� - EXISTING DEMISING WALL- �+ -(Ni' o 1 y a; �, T-6' 3'-I1' -�� ll'-I 1/2 4 •w - G.G. TO PATCH AND REPAIR EXISTING 5/6' TYPE 'X' GYPSUM BOARD I �_ ' * '''•;'11 �� w I I p - 17 32 PI / , ,' - TO MAINTAIN REQUIRED RATING (ABERCROMBIE SIDE ONLY) I D, I,� I \� (1 I I � I I v I C) •• ••• . •• - NEW DEMISING WALL(1 I4OUR PER UL tt465)- G.C. TO PROVIDE I X11 , l\T 77P.) I I 3 l _ +- 3 5/B' METAL FRAMING TENANT'S G C TO PROVIDE 5/B' TYPE 'X' GYPSUM • tar ars I �3--3- •!=• 6 5 l r ' 2j y jl , L - 7 BOARD TIGHT TO DECK OR CEILING ABOVE (BOT« SIDES) ALONG WITH I I,-, �I 1 / FIRE-SAFING IN ALL VOIDS AND PENETRATIONS TO MAINTAIN A (I) HOUR FIRE I j e I I 1 - / w RATING PER UL DESIGN u U465. G.C. IS TO INSTALL SOUND DAMPENING BATT 1 `' 1 / • INSULATION IN EACH STUD CAVITY OF ALL DEMISING WALLS SEPARATING til I I I AT��u- 7IS .:4\ ABERCROMBIE SPACE FROM ADJACENT TENANT SPACES Z ,IL-1-llr 5 1 6 I I 72. ` r � 9 19 / O 11III , 0'� `IT f 1�'! i I ) / ' _q� ® 72 INTERIOR PARTITIONS j ' O / I/ . a I i q rl:o z (III) I I 12. , - exISTMG INTERIOR PARTITIONcr - ' % GL TO PATCH AND REPAIR EXISTING WALLS TO 'LIKE ' CONDITION A8 • t' ' 711-1-111 r•,.-✓_- 5 . I / 16 6 1q X19 ,/ _ 0...' REQUIRED TO AcoaPT FINISH AND MAINTAIN RATING, • 1F E !f , r 1 rt.-. 32 - / (� o-- • •++�••• ,' i,, i_ _ _� _ - • f� - - _T- _ - �y ll 1 l G W TO Rt"IFbv DE AND INSTALL 3 516'F HOUR STUDS (J LE88 NOTED a I �•.• J 1 • #; OTHERWISE)• IG• ot.CMAxJ WITH 5r8" TYPE 'x'K!RECODE GYPSII°+ BCA 32 .#1,-- l r w-f'�- 1 - -Y �s•• BOTH SIDES TAPED AND SEALED FOR I HOUR •199€}• '' PER U.L.Net. NEW INTERIOR PARTITION- '" " t ;� A6 3-5/B' METAL STUDS ! Ib' O.C. (MAX.) WITH 5/8` TYPE 'X' GYPSUM u-i -41 �` - I -- �` 12 V 1 I i0 `~ BOARD. PROVIDE ONE OR BOTH SIDES AS REQUIRED. NOTE• Llj a f' . --._-_ Il in - WALLS TO SUPPORT NON-SALES HALL STANDARDS ARE TO RECEIVE Q 0 0 L.i v �6� 'I r F 20 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE) O •p ~ . • 21 jn OLLINC4 I �' _� Q . •• ' -jj5H KID'S'S STORE HVAC MEZZANINE PLAN 28330x36 30x46 - - -- • 3-5/8' x16 GA METAL STUDS •• 16" O.C.(MAx_)WITH 5/6" TYPE 'x'GYPGUM to cc Z O 4 17� , / - BOARD FNISH CEILING.PROVIDE CNE OR BOTH SIDES AS REQUIRED. NOTE: N d -J m / N. (1 YP,) U _ I - , 3, S8 - 1'-Q" It14LL3 TO BURT NON•SALES W4�L STANDARDS ARE TO RpCE!Y£ IB CaA ., . �� -- w METAL 8TUD8(TYPICAL LINL2S8 NOTED Q1%4Elaul8E) 7.-- • DEMISING WALL NOTE FIXE __--- _ -_-- r- co ,(� -'- EXTERIOR PARTITIONS DEMISING HALL CONSISTING OF 6' METAL STUDS(BY G.C.). G,C. TO PROVIDE 5/6' - 4 IIn '_ I'b tO TYPE 'X' GYP. BD. FROM CONC. SLAB TIGHT TO DECK ABOVE (BOTH SIDES). G.C. ____,/ • 2 O -_=i_ I II,, �-�. .' �- 771I ULLI K".XX 1>�]I - NEw EXTERIOR PARTITION - 6' METAL STUDS O „ "(', 70 INCLUDE FIRE SAFING IN ALL VOIDS AND PENETRATIONS TO MAINTAIN A 'I1 -- -- 6 METAL STUDS ! 12 O.C. (MAX.) WI H 5/8TYPE 'X' GYPSUM (n I HOUR FIRE RATING PER UL DESIGN M 0465. THE G.C. 15 TO INSTALL SOUND u f d 1`� a IJ BOARD ON INTERIOR SIDE. EX ERIOR FINISH TO BE EIFS FINISH OVER Z if Z • r DAMPENING BATT INSULATION IN EACH STUD CAVITY. (TYP ALL DEMISING WALLS 131; ----� !7 _ - _ • -_:�4'-I0r I DENSGLASS SHEATHING (TYPICAL UNLESS NOTED OTHERWISE). V SEPARATING ABERCROMBIE SPACE FROM LANDLORD SPACE) ,(TYP) In d IL t u_i cl ,� -- EXISTING EXTERIOR PARTITION - EXISTING ECIERIOR PARTITION "� q ' �' ' ~-I ---� PROVIDED AND INSTALLED BY LANDLORD CONTRACTOR a. < 2 { - a L c LUMN NOTES GENERAL CONTRACTOR TO WRAP ALL STRUCTURAL MALL COLUMNS Z (o I . * - HITHIN LEASED SPACE WITH 5/B' GYPSUM BOARD TYPE 'X' FIRE-RATED Z Co taw 11 ' ' A3 IM. 1 ENCLOSURE TO OBTAIN REQUIRED RATING AS ESTABLISHED BY STATE 0 Q t -- ---- d I I __ CY AND LOCAL CODES AND/OR BY LANDLORD. Q Q r - - -- -- -- - - - Q o. / . �r/ O a CONSTRUCTION PLAN NOTES • LU in • �! •r ®4'/� STORAGE PLATFORM DECK CONSISTING OF B' METAL b BAR BIN, REFER TO DETAIL B/AI2.6 Q ? / C. 3 JOISTS (I6 GA ) ! 16' 0C MAX. WITH ONE LATER 3/4" F.R.T. PLYWOOD DECK UNDERSIDE OF DECK ! 7'-6' 17 STAINLESS STEEL METAL CORNER GUARDS (SALES AREA � J �` C �I �0 OI ( Aq a] ROLLING -I t_ A F.F. INSTALL ONE LATER OF 5/B" GHB ON T P AND I-I/4'x1-!/4'x36" ' NON SALES AREA 2"x2'z48") REFER TO i J 3 5 ' ;� / j l •2_ 12, a [ 30x3BOTTOM OF JOIS 1, REFER IC DETAIL F/Al2 5 DE-TA L J/Al2 5 FOR INSTALLA',ION INFORMATION. TYP ALS O . 'Qct k ell r-> . , - -- -T- M FOUR CORNERS IF APPLICATION OCCURS ON COLUMN 0Z r� / , , T I --- 1 1 1 t `2� HOLD STUDS TO I/2 OFF FACE OF COLUMN / DEMISE r8 MANA,ER'S OFFICE FILE CABINET w 0 N • 4-----+-- -� �r -- —1_ _L L-1 _---, - .. WALL �3 ® FIRE DC !NGUISHER 2AIOBC SIZE/TYPE PROVIDED 1 �� Q C7 lq MANAGER'S DESK- (I) 301x 48N 42'H. (I) 30"x 36"x (-- ti ] j' ! ' 1 3/4 03 INSTALLED BY G.0 42 H GARCY FREE STANDING SHELVES O Z O1 ' '' 4'-3' 6'-5 3/4' i IB'-b I/2' (3J DRAWING TUBE, REFER TO DETAIL E/Al2.5 (� Z 1/2' HANDICAP ACCESSIBLL PLUMBING FIXTURES. REFER TO d W y 2 5 `•� DETAIL D/A125 AND PLUMBING DRAWINGS FOR DERAILS. 21 BULLETIN BOARD- 36'x 48', BOTTOM OF BOARD TO Ei ,�J m Q 0 0 cn G.C. TO REUSE EXISTING TAPS MOUNTED ! 36" A.F.F. MARKER BD LOCATED ABOVE • `' Lu • r C71 EXISTING HANDICAPPED GRAB BARS TO REMAIN DDDR TO SALES AREA "� Q • _ 22 EMPLOYEE LOCKERS (10) ADC)R UNITS 45'x IB'x 15'H 0j Q Ld b1 G t. TO INSTALL 24' x 24' FLOOR MOUNTED MOP CC CI If---'NI I SINK IN EXISTING LOCATION, REFER TO PLUMBING EMPLOYEE MICROWAVE AND REFRIGERATOR Z U Z (I) 0 t7 DRAWINGS FOR DETAILS. Z Z4.ti -- -- - --" - I f L - -- -_- ----1 0 LOCATION OF DREAM STEAMER, REFER TO PLUMBING PLATFORMT SEORE E ELEC7RI L OF TRANSFORMER 5 F w cn 1-0 4 H T -T AND ELEC. DRAWINGS FOR ADDITIONAL INFORMATION ADDITIONAL INFORMATION W CO Q 0 Q C/? Q 5 CI) l-- In FLOOR DRAIN FOR DREAM STEAMER, REFER TO �5 KID'S STORE LOCATION OFTRANSFORMER ON PLATFORM PLUMBING PLAN FOR INFORMATION. ' SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AMMOMMO LOCATION OF WALL MOUNTED HANDICAP HI-LO tiD Ak ACCESSIBLE DRINKING FOUNTAIN REFER TO PLUMBING 6-4) G.C. TO BREAK FRAMING AROUND COLUMN OR PIPING, USE c `iy�� C.��, DRAWINGS NON-COMB BLOCKING AS REQUIRED TO MEET DIMFNStONS N� IO ADULT'S STORE LOCATION OF TELEPHONE ANDi i CONVEYOR CONTROL PROVIDED 1 INSTALLED DY DAVIDA :I E ce, � --____ •- - _ __ • ELECTRIC PANELS (SURFACE MOUNTED), REFER TO C' CONVEYOR BELT MANUFACTURER 1 i-- -' - ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION CONVEYOR BELT ASSEMBLY PROVIDED / INSTALLED B' 11 1 KID'S STORE LOCATION OF TELEPHONE AND ELECTRIC 8 CONVEYOR MANUFACTURER ' I . til': PANELS (SURFACE MOUNTED), REFER TO ELECTRICAL � E; DRAWINGS FOR ADDITIONAL INFORMATION t?� PREP STATION SUPPLIED BY OWNER 1 INSTALLED BY GC A• �q METAL PAN STAIRWELL -(/HANDRAILS EA. SIDE PROVIDED r�. `�� L. . N 12 ADULT'S STORE AUDIO RACK, REFER TO ELECTRICAL `4 AND INSTALLS: dT G.0 REFER AI AH 5 FOR STAIRWELL �r �� DRAWINGS F ORDEALSINFORMATIp•' . . . . , , . ...... • C - N S T R U C T 10 N P..A N w E DRAWNGSORUDFTA SK REFERTO ELECTRICAL ELEVATOR -PROVIDED 1 INSTALLED BY SLE''ATCRMANUFACTURER SHAFT HALLS BEAMS / BRACING TL BE0522/ ��" _ �` �" f, 1q SPA.. MASTER STORAGE UNIT. G.C. TO FLASH SKIM PROVIDED 1 INSTALLED BY G.C. REFER TO SHOP DRAWINGS --.'` OR EXISTINCONCRETE SLAB TC A MAXIMUM TOLERANCE FOR ELEVATOR INFORMATION. REFER TO STRUCTURAL SHEET - O OFI/B" RI '-0" AT STORAGE UNIT. SHEETS FOR FRAMING I STRUCTURAL DETAILS. --------- ', l'J HARDIu4RE BIN.REFER TC DETAIL A/A121 1 A9/Ar25 32 TT1 E 'X'C?rP&11 BOA BOTH AL 8!Dfe• �•OC /MAX)WITH 5/6" A2 . 2 ..,,,.:_.....,,., ,.,. -•a+ln►,. _ .,,•...,r.r.r. -m.n."w..•:....-r........ :. ........_......,_...„.,..,_,.,.."...•.....................•....,,...r........r.•..,,.......v,..,..,.r..z•. .„,a,.»..,......,•.--. ..».___..._........._•,.....___..__._. .... .. _.-..._..__.. ... -....__.. . :m�r,wa', +ILII((( 11 ( 1i II lIIIII ii1t� I �x �t.:., LEGIBILITY STRIP 10mm.Icm 5 �' C 2 3 4 1e 17 le 19 20 21 22 23 2 4 25 20 27 2!3 29 30 1% 3 0 X . • , . LI II OI 6 I M3N1 . ..t y'. al tJ lt1>L1L�l� ,.��,l�4.1.1 l I i 1�. :t i� i i al .tiltii. 1.1,,l1,i i,u11,11.lJ.i.i thilit �•ILII.�d 4,1 L lel 1 it,,,44.',44.1,►�1� la, • .IaI4IJ,42,, ikii,t11 U1�,�1a1r4,411. . A 4y5- 0 M1 r t - ,n1,. • . . ../ . , .. . • • . . ., ,t' .• . . , .. \ . , • • i •. . . ,T4,•, • i,.', . ',.., . , . ..t. • • 2.,;,, • . . , :...,• . ',,•'; . , .• . . ...., ‘:•• . . , • ..--'-'.....\ ( ris.4.18".....1.11 / • .111.1111.0 CO• C-, • . .3, 11' • to . TYR OF ALL C.ABINETS icy_I. TYp Of ALL CABINETS 1 --,11 10' • ! IN THIS ROOM JNLE58 a ,.IN THIS ROOM LNLEbb _14 TTP.G4 ALL CABINETO IN TH15 ROOM UNLE68 +4111) re) P-9 OTHERWI6E NOTED P-- I OTHERWItiE NOTED OTHERialbE NOTED • fomm4 tx) (---.1 1.1.14 ni• I - _ --- cc f _ .-- 7_-______7_-__;-1 • _ -- . __, 1 --,i _ t _ ____ ----__-__ ___L -cc- - - [11-rt--- _ __F-c--*----- t i - • 1 - ---tE- L - - [ - \ J 1 - t..__ .._ Cill? • _ _ if) 0 (11)6 Z 0 b s-- 12. 0 • WC. TRIM fr41) TRIM ® •••11:1 rRim P-2 0---- ----{„29 P-2 0----- A P-2 A • , . ' 1 •I0 •' -1- •10. It -- .:C• 0 r- L1 0 0 4. LINE Of AWNING -1. 0 PROVIDE') AND ulf::) ----INSTALLED BY CANNER >-: ___ . . • Bi 1 1---- LEASE LINE '‘ •10 Al 1 , (FACE OF STOREFRONT) 1 1 fi61. -im • io,--1.' 1 Icy-1. I ipt dolT-15" i - CENTERLINE OF GLASS Lt • -12. - 8.-6" i C.1).--1. __ 1.12. '-4' _ li H 1 11 CD _J • , P-9 I _ __ T___ EsZ P-q $ • Tal 1 , 0 L_c_6_ l• 1:1E . 28.3 imil _.... _ _ 12. 1 __________1] . E.------- . 1 I -•.---------®--- - TTP. 0 - 0 = • - 0 T1 II / x L.) la-id 10114 ' . o'-iii 7'-0' ' 4 .4 CD 1 iAi P-F1 4 Bt C.1 1,42 •10. . 1 D II- ril 4 •roi i)A 0 I _ . . P-10 9'-7" P-I0 • La- __., f__ - • . . -1\ • . rinC::) .-••• II 1-- L 1---- \ _ -_-___Ii P-10 1 0 I C) Pe) -• r qi-i. co • 0 _____ H B k 1 , • I I P-I0 I - ------- - - •10 - -7---:_•.-_-_. -, - , --77-7-- ' 1:.-----tir= __I h _ .. ___, ______I __i_____. • I ----1- I I 1 .._ __. ._. ____T-1--- , , -T------- ....1-1 ,.. / ,,/,, , , 6) P-I0 , 1 ,.. G.C. TO PRCNIDE 4. • ,,/ , ,,, I -I-- WIDE TRIM (T1•415 PIECE - I ONLY) TO ATTACH • B ' / I . ' , 2 6'-‘," , 0 0 8 8,-6 il 2 1 .4*10' 12. .'?/", . • ........-•9 , /, „ A0.4., ' 4 .44', --..A": p-q .• (1).1 scEIGNILING(rrpriou. EAcw-EwD,5D:r; OF ENTRY). TYI4 1• [ 1 -- - -i - -----__4_....` ,a71 1 • • ----- - -- I t_71 w cl I ' ------ --------______ --I, [ iAtit •12 . . 5 'Li (2, - ... 1 1 g-ik6.- K 6- ---7,----6-..- Z ..1 4 Ill ui cs -----------__-_---.------ (7:•15 cii:n1 (.:i „,1/4.)‘.5: -J I ; • A (rm.ALL i P-4 irr // //t. ////iff' FITTING ROOMS_j I FT-t-Pirr. AI L SF-A 11 r NO , 1 , LINE OF BULKHEAD "-'ll.IIII)iiba.....j ' . taji • Coils CE101•4 -/ / ../, 1 - (fiy____ 1 r 1 T ABOVE. cc 1 • . . al! 1:t IIIP V, /A 001 „ ' I.: • , ,,, 1 °,'A°1. E0 E0 _ _ -PRE-FIN.1 (TYP. BOTH DOORS) , c 1 fr45-1- I -iv :, . „ • / 7'-'0" ','" / / , lit,'-6" I - , i ® fD el rfP OF (5) - - . • ;/.././zy_- .' ///// , . ' , // 8 I i I z 1 i____ OTYP OF (4) • • // '/ / , // , _ •• 1 E.-- --1 cr-r) . „ , ,,,... 1 •, // ,,,,, , t . , _ 1 1 1 - --I i P r L7)- / w r-- 1 1 P-10 •10. • y, / Ce 1,0:,01 v_______ HATCHING INDICATES GrP. i 1 CS) la IS 411,1 1:151- b ] . 19 TYP I . BD. CEILING DECK CONSTRUCTION AECNE EXIT CORRIDOR FOR ADULT'S 0 •11.w I /44i /II STORE HVAC EQUIPMENT ---QD 0 1----0--- I -_____. - _____. e, , I REFER TC STRUCTURAL --1= SHEETS FOR FRAMING 4 1 [- ,.. E___ ___J 10'-I" . // i •• < i 1 i .• Lai La I- ADDITIONAL INFO P-10 i r-- < el t IV ' -----/------------ LINE OF BULKHEAD - ----s ABOVE. < u cea L f-i ,..., , ia-I" 11 1I 0 0 i 1 ,..._ ,... < P-10 1 51 81 • •10. I 1 --LINE OF AWNING ti 7_ 0 cc 101-1 i •10. F l 4 .1- ..„-- PROVIDED AND o Z 1 c tO lir -111 -, P-10 I Ir• -IN 1612. -'7 INSTALLED BY 04•4NER (r) ict 'J5 1 Ei A TYP I 142. , / •12. , 8 -6.. 8-6' 9.-7" /i ---- __, - CI_ 11 .----7- I .._____ _ p_q P-9 I P-10 I I0'-I" / 7 --------------LEASE LINE Ifi ' / C\I r, m cp....._ 0 _,__, , LI n •-•‘. 1) , A 1 •10. • ' .. L P-10 / (FACE OF STOREFRONT) ill/ i -------------- CENTERLINE OF GLASS Z 0 (....)(1:1..* 1 ' c.12,__. - T 2 , 1 _ ...IUD. rRir-li - I 4._ L., i - --1 0 ‘:1:...L_ D ITRIM c.ii,) • P-2 L __ r-- , -I .,'• --. - - - --- - - 1-----41-17- --F. cn . [ / i ___ ._______ -------- __________ _________ U..! .......-- CC CA - --I I TYP.OF ALL CAENET9 0 UJ V1 .. 10,_ill rfP.OP ALL CABINETO , 101_10 . TYP.OF ALI CA5NET8 101-I" , / //1/./Y//: IN 71411111100M UNLESS , 1 IN no Roctit.NLESS 11N 11416 ROOM ALESS LI-I cc • ,-7•</// /// ///,' P--ci MINIM Now 1 P- • ONERuJISE NO''ED P-ell 1 crwieasE NOTED < u_ . . . / 1• • , 1 < V) cc .....j 0 m GENERAL FINISH NOTE z HATO' '4G INDICATES GYP. ALL CEILING TRIM / CASEWORK 0 CV •- , BD :-.:.ILING DECK TO BE PAINTED R:12 (SALES 1.1J U. 1E1'2 1-- (NI 0 • • ...1v>, /zit CONSTRUCTION ABOVE EXIT AREA ONLY) U.N O. SEE INTERIOR CC < (5 1 . CORRIDOR FOR KID'S STORE ELEVATIONS, DETAILS, ETC 14VAC EQUIPMENT REFER TO - CC 0 = Z • f , / STRUCTURAL SHEETS FOR • . , /// „ / ,, FRAMING I ADDITIONAL 'Niro. co I „___. .....,,....._r_ CODED NOTES 0 z uj a il . , 0 1 .....1 • , 0 FINISH FACE OF CEILING TRANSITION 70 Li_ k..) 1--- - 0 2 cc o --3 5/8' METAL STUD ALIGN wITI4 FINISH FACE OF WALL 0 Z ch ci- 9 FRAMING 0 LINE OF WOOD TRIM AT CEILING, PASS i_. IX M CC . T4RCX.44-1 AND FALSE BEAMS - PAINT (f) W ol 141 4% LAI • I 3/4' F R.T. PLYWOOD -- P-2 UNLESS NOTED c7THERNISE 1 8'-Os CC co 41 °3 CD 4 tr) . L P-4 - - - II 1 DETAILONmEX/A1512116NG DECK, (_) -ii- ‹t cm P: , ....__ 1 , • 41 - <i,_., - ® RSTEORAFERGTEOCR13 ® GLINcE NOT)T7TOARLUNSTFRAUD mFRINAGMAINCGRos(TYSP.) -TO A P -C4, • IBEIMMENIMIIIIill '- ----- 7-'N'ZI1111.10 EMEMINEBEEMINI VESTUBULE ENTRY AT GYP BC •(" / A_ .-11g011tAry/1 IIINIMIPrir ACCESS PANEL LOCATION AS SN '• (i') LIFT OUT PANELS FOR SIGN ACCESS -3/4' M D.O. LIFT OUT --- (TYPICAL X 4) F8 -61_ TRIM BD. "H" SEE DETAIL \ PANEL FOR SIGN ACCESS r•••,-/ 0:10 A: reN Y:10.: 11 1 \-- H/AI2 2 FOR Ix,INFORMATION. DIMENSION NOTES c..C5N _ - OF a- (rrp.IN - ALL DIMENSIONS ARE TO FINISH FACE OF EtTAIREELL) GYPSUM BOARD 05227 ........ " ACCESS PANEL DETAIL _ ____ ...___ .._,„\.?_ .1 N.T.S. +I. -I- N SHEET REFLECTED CEILING PLAN ____, - --I 1/4" m t-O" I A3. 1 ,........ , .......... 4. • • . . , , . ..---,,.............,............*".•...NM, •.................•. . • . .. 40, LEGIBILITY STRIP , . . ,, ,„,,,.,--• . - -: r 6 7 e 9 10 ' 1 12 13 : . 1 7 le ie? .-,-..) 21 22 23 24 25 26 27 28 ;.9 :3.--) • inllMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII[ 3 0 X . • • e ----411144114thili441411111.1410L1114-1-111thittitial,141144410,114aila - ' 1.44111,61211thLadlittitallOitlitd44.44411441441 ' ' ' ' .., , . •;,,•'•'1'".i,•,.•';' . . t• ... .4,, .. • . . , . ' ':f•;,!•'''-', . ••.• n,n.4( ,`4''•,':';:" .-- ', ''','%1‘;4*;, '..•'''• ''''•''' n' n + . ','.''' ' : '; '''''• ''''n" ' - ',.', .. , ''..,, - '';:44.. , - 4,•,A:.: - , , . . ,,,,, - -• ' . . . -. . . . 4 - , . . , . I • -•' .. ... . . ,-•;: 'N, .., 44 ‘ .4,!• -.. . . . , .:,.,..• . . 1 . ....L.... • . . • 1•11•11111MIMMIMOMMIIIIIIIM .101.111.1111•1111.101111•11 1 111.111 0 e IPI I C4 in 40 4•••/4 I r41 • "NO CO CsJ C1111/14 I ,tt (.0 I- - r :ctr) 2'-0' --II 0 ,4 _______i c., ff.) (...-.) • III 1 L_ ___________ 1 Cis) ___1 li START TILE • •••••1 •••C). , - I E • .. 2----.--.- I I i-2. 7 •••• H 1.-- • • CD.\ ;,..•01 1V-0" I I ' . II I 1111 .1)kATC44ING NDICATES GYP CL. ISD CE IL ING BELOW.DEO< I $••••11 C.ONSTWAICTION ABOVE---, Ill Ilk 1. 111.1 I I (1) I-- L.) CZ • III 111111 0 ' IIII II II II 11. I < te) to • _ _ Oil 11,1 It II 11111 (4.- 1111111111-Li. • .. Lu K LL1 14+1c ..s.• Lu cl cc .'N >1'22 -1:46 1 7)21 1 1 r-It ir 1 ctt2 I:- . 1 Fi I I • I• (1 1, '', cli, (51t ICil, • C " Q. ....... Il 11WILIMI ' .1 is -.11kiNg LAY-IN (2'X4') IkSER.6. 1111P-4 • HATCH INDICATES GYP nekiw.tirictiNgint. 1 14 BD CE IL BELCX1.1 DECK -1 C.ONSTIRJCT ON ABOVE I i I4 , kl - 81_011 . A P-4• 1 'I G.1143 aiorio ,k It 1 r, 0 0 . .,... .,.., ,„ . , .. 8,_oil le III II. III in a a cl Lii P-A 1 GAM CEILING -1 26. I I 1- ,• ...- . 41 ..-J - 1 [7,. H L .•' --- I Z. 1 N > • ,,.., GA B CEILING • %.// r.... ig -4 P-4 1 1 —J C G.11.0 CIL W.1 X I I' - II --- IN STAIRUELL . . 4* I 1C.) • (....,D L.1.1 .__ • • , Z (.) a • —J a.< LL Cf) UJ • I P-4 [TJ] — - 0 0 _ ICE < ' HATCHING INDICATES GYP. I cr BD.CEILING BELOW DECK - ii onim _ __...• CD 0 C3 CC: CONSTRUCTION ABOVE -, LLI 1 IN MI 5 1 ., FIRESTOPPING AS _._ _is,_.__ CC > .. _ --- ------ ---Iir i _ ____ ,„,,REITRopE:ING AS 0 REQUIRED < - 120' LLI M I r.iniuld .STARI TILE 4,---r ......1 Zs ° > -, le LL I < V) 7 s1 I lr I .41 / 3T.r5pir.xMiEIG-AyLp.SEIDU 0 N I Te-IE 5/15" la 1, ..... .._ UJ 0 - . .11 ' 0 , d ...,..._-____ _______-__:_•-•-•:-- __I CC , (5 .EXIT9' 'CORRIDORAFF. - (2) LAYERS OF 5/8' TYPE 'X' 0 °a Z c” GYP. BOARD ON BOTTOM OF _ 0 METAL STUDS ....j U-I- (I) CO 0 r..) RESTROOMMETAL STUD PARTITION STOCKROOM U- Z ii CODED NOTES --1 - - 3 5/8' TO DECK IN/ 5/8' TYPE 'X' 2 0 ac - _• 0 0 I-- • 0 S II GYP. BD ON BOTI-I SIDES Z • 11--- II API 1-4L, - 0 N'" Z- CI) 2 5 0 LLICC Cr)Z In < Ili 00 FINISH,:kIFACE: :Iirowo FT pj Ti si 4CEILING FACE oit,TRANSITION4NAGL:A .Tsi).-I RAExTIETD H- ihr- J, Y _ 11_ ____ _ _, • co•• „,Lu 02,, ; mu) 0, (-__[,, I i TI-IROUGI-I AND FALSECORRIDOR CD EAINRI'GkiSI5D-EECK, ALL PENETRATIONS SI-1ALL BE VII VD AP -N • I FIRE CAULKED AND SEALED „r\ AN. • ,tit SPT-2°RREFER UANCILTEEOSCSR DETAILINBCTIE NOTED X/C 7 TA:I I 4;.6 _ FOR I '-IR RATED ASSEMBLY DIFFUSERS ARL TO WAVE ' . DIMENSION NOTES SMOKE AND FIRE DAMPERS 44,... DAVID ALL V(' r sr......\ C4' 1 --__ • --- ___ -- Jr - ALL DIMENSIONS ARE TO FINIS1-1 FACE OF GYPSUM BOARD FINISI-IED FLOOR i ..1 I , GENERAL FINISN NOTE q OF 0 .• N ALI. CEILING TRIM / CASS:WORK (k EXIT CORRIDOR SECTION REFLECTED CEILING PLAN OID TO BE PAINTED •P_-_2. (SALES ---- W E AREA ONLY) U.N.O. 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FER 4' 1 u� 1 2'-0' 2'-0' I 2 I --�*, 2'-i' t EQ, EO. INSTAL ATION- SEE DETAIL A/A4.1 n. III } 2 l - ® t I 'N' LIGHT FIXTURES MOUNTED IN CABINETS. 7D0 DETAIL THIS ISPLAY WALL LIGHTING 5HEET FOR AADDITIONAL • 11 -._ - Q I �{ r �- 2 �2' 1-_t REFER TO CABINET SHEET AIO.2 INFORMATION _ `1O 9 41 v \ V - ' ,� r -• _ ' ��' c31 INSTALL 'L' GpJNEC?OR AS INDICATED ON q, CENTERLINE OF TRACK OR FIXTURE U _�~ - �® - 2� �� -� - _� t3 3 ` 4€1I I 4 U .. q-�_ U v. 4€ \ , V / LIGHTING PLAN ON WALL OR CABINET OPENING 111 -- ell0. u o Y r Ade " �+ :. s Y ,�, TRACK SECTION CUT TO LENGTH NO IO 4-0 CHAIN HUNG FIXTURE HUNG FROM , ,., -----_.___1_-_=.71 IS! iv �, �, �, .� SEAMS REFER TO DETAILS BELOW FOR MALL STRUCTURE AAOVE IN OPEN GEIIJN,' Q w II NO I _+ "'r ADDITIONAL INFO. FISTURE TO BE MOUNTED AS HIGH AS a ,j[ I0 / - --1±:1 - .!-;- !- -3 ( i z -- ---- _ J DETAILS, SIGN® STOREFRONT SIG5HOP DRAWINGS ANNAGE- SEE STOREFRONT rl WALL ML�UNTED 4 G FIXTURE W/ Q it-I Y rx -- Il ------'-----------------. I ELECTRI L DRAWINGS FOR ADDITIONAL PROTECTI�� SHIEI..J INSTALLED ON Z _ _ -- - INFORMATION STAIRWAY WALL. TYP. ALL STAIRWAY 44" - - I 4' -- - -- -- - T FIXTURES REFER TO ELECTRICAL SHEETS a • O FIXTURES SHOWN DASHED 70 BE MOUNTED J • ---- _ ON (OR IN) GWB CEILING BELOW -_-- FOR ADDITIONAL INFORMATION a • -___11 — 4' r TYPICAL LIGHT TRACK & LIGHT FIXTURE LAYOUT DIAGRAMS arc 7 N C.rt ,Q CENTERLINE OF (SEE PLAN FOR OF LKaHT FIX1L8) SEE PLAN FOR•OF ?� _f!.3) I LIGHTING PLAN w - E "PAe6 1HR000N' 4I_-3 I�-3 - LIGHT FIXTURES — J d - 1 1/4" c 1'-p" oPENrtJG,TO BE LIFE OF r-1" I'-I" �-- I Q Cn pt �--1- - r /" O = M z c� e eTART LAYOUT GYP. F I } V ,� mFICAL) ---- I e° 4' `! 0 -- lLl 0 N POINT FOR LIGHTING -.- % '• SPEAKER SCHEDULE - -- —�_- _-._- --�- a � `�' J N — -- — -Am.. O z all 4' AUDIO CABINET frill �4 I . I ' CABINET OPENING. - X190 MONOPOINT (.IGHT o I. Z z --Z I -- — DIMENSIONING NOTE• } 4N F� ,G bl� FIXTURE MOUNTED IN CEILING ► TO 15E START �✓ .14J SPFJIKER TAPPED At 7.5 OF WALL CAPINET ON 4' LAYOUT POINT POR C� Q 0 (n - -- --_---_--_ -----__-_-_- --___--- ----- WATTS. 5EE SPEAKER DETAIL. OCTAGON JUNCTION BOX /_ SEE PLAN FOR LIGHTING -1 2 Q 3 W A' ( ALL DIMENSIONS ARE CENTERLINE OF TRACK OR FIXTURE TO FACE OF GYPSUM BOARD UNLESS OP SPEAKER TAPPED AT 3.7 SIZE CF OPENING - � � � 0 - • Cr 2 OTHERWISE NOTED. WATTS. SEE SPEAKER DETAIL. cr 0 w - --------- —'----------------------------- TYPICAL LIGHTING ® "PASS-THROUGH" TYPICAL LIGHTING_ SITE BUILT CABINETS - ELECTRICAL FIXTURE SCHEDULE L SUBWOOcER RECESSED IN THE SCALE: NOT TO SCALE SCALE: NOT TO SCALE f--- U Z Ch L Oz -_- -_-- ----------- ---_____- CEILING. .;;EE SPEAKER DETAIL. _ Cn CC r CC • SYMBOL _DESCRIPTION _ SYMBOL DESCRIPTION CENTERLINE OF W Lf) I;; , DISPLAY WALL Y • NON-SALES SPEAKER tAPPF^ 4 (''YP. -, Ca Q C,',� Q a' RECESSED ADJUSTA9LE EXIT SIGN (SALES AREA) AT 5 WA'r-t5 • ENDS) Ll. Q a) F-- iii -' 4, I - U DOWNLIGHT IIFAI CEILING MOUNTED D'L K3HT TRACK REFER TO ELECTRICAL. DR/,WINGS SEE PLAN FOR PLACV"ENT QY:/`1' - -! --._-_. le' 1 le' �9'�q'1 le' 1e, t c7_ — - - 1I�c�ENCY Llawr FIxnREe DO 1. REQ__ �D ADJUSTABLE FOR MORE INFORMATION - - - :JO/OUGHT RECESSED EMERGENCI' _- - --._- �! ,A , • -- - - - - - EQ Ed G >' AR ------ ____ CII LIGHt (SALES AREA) f�� A EXIT SIGN DETAIL- CEILING MOUNTED © RECESSED CABINET ADJ. CEILING MOUNT ED ♦ SPRINKLER NOTE 0-0-6---0 O O `� �• I - 1 - -- - - DOWNLIGNT (BLACK) - -- - - - - - - '3 I m wV 0 - - -- - ,-- - -- EXIT SIGN / EMERGENCY r --a- H i CAvtJ ALLEN Y , .E ;� I ® RECESSED CABINET ADJ. titLIGHT NON-SALES AREA 4' DOWNLIGHT (WHITE) ( ) SPRINKLER HEADS IN VESTIBULE TO BE Illiiiiinnitiliginbibl.110111-o- _ 1 ,___ __ WITH OR WITHOUT ARROWS CONCEALED T- PE, COLOR TO MATCH �ErCY LKs�IT Ig AD-IACENT FINISH. SPRINKLER HEADS IN , . S OHIO ` 1YPIGALLY LOCATED 0 © CABINET TRACK LIGHT EMERGENCY LIGHT SALES AREA TO BE SEMI-CONCEALED TYPE, T,,EE,I ADJAc:Fxt \ ,J� i - 1 - !I (NON-SALES AREA) COLOR TO MATCH ADJACENT FINISH. LIGHT FIXTURES UND I' a 31 FIXTURE TYPE _-_ - - SPRINKLER HEADS IN NON-SALES AREA TO T• t II I—HIDDEN LNE ++ ++ �� TRACK LENGTH RETURN AND SUPPLY AIR l BE STANDARD ECONOMY MODEL_ SPRINKLER " " •r " • OF L. - INDICATES ++ +JIMSUPPLY AIR DIFFUSERS REFER TO SUBMITTING IS RESPONSIBLE FOR TYPICAL LIGHTING �S DISPLAY WALLS_ TYP,_-EMERG. LIGHT LAYOUT TYP. LIGH ZING STOREFRONT" ,,. RECESSED 6' TRACK LIGHT MECHANICAL. DRAWINGS FDR SUBMITTING DRAWINGS FOR PERMIT. SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE NOT TO SCALE ��' -' hil �� SPECIFICATIONS.0 SEE LOCATIONS OF ALL HEADS SHOULD BE r�• � ill....._,. EI u0U51NG ALjWE _ `J V (W WNITE FINISH ( wA,� -_� II . „:,,I L-_- 3' J ABOVE FOR PROPER APPROVED BY THE LOCAL FIRE PROTECTION TYPICAL 1�I( ITII t-NQ? ° 1- 5 A?;�IT)_ eU C.4 I_Pl ts: L1 II BLACK FINISH VIRE-TURN AIR SPACING OFFICIAL BEFORE INSTALLATION. t 4TRIM BOARD # t---- DIAGRAM)9HOUN AlE FOR INTENT ONL' (SEE PLAN FOR (I)LIGI-t FIXTURE PER WALL STANDARD Al CABINETS. ,(1 } -E-. . PLACEMENT OF ALL HEADS MUST BE DETAIL J/Al2 2 SHEET - TRACK LENGTH ADDITIONAL 'WORM 411014) �n _ _ ___ _-_ __ , _ - _ --_ INTENTIONAL I.E. IN A SYMEtRICAL TRACKS At SITE 13uIL1 CABINETS ARE TO EXTEND a” PAS'FINISH 1 -�-- _�__-- _-- L -RECESSED, - G.C. 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' i 14 SPRINKLER HEADS IN NON-SALES AREA TO — ::,..4PAEATTK,ERSETEAPSPPEEAD SPEAKER LL -----Iel BE STANDARD ECONOMY MODEL SPRINKLER < If. i fa CONTRACTOR IS RESPONSIBLE FOR NORA TTSP5EASKEEER SPEAKER7AD:TEETT3AATII LI- 1......7 0 r I I . __-_...... ___ _ SUBMITTING DRAWINGS FOR PERMIT LOCATIONSS BO; ALL I-IL0CEADSAL F91-40UIRE LFDR0TBEECTIoN OFFICIAL BEFORE INSTALLATION. I I SCUE5II!4CCNG FESREERSEPCFEASKSEERD IN WE I:,(3 _ I _ (J...) ;t C/) FOT E3 NON-SALES SPEAKER TAPPED . _j 1.., Z cry • , I i PLACEMENT OF ALL HEADS MUST BE AT 5 WATTS. -- 0 CNJ INTENTIONAL (I.E. IN A SYMETRICAL Ll.. cc i•-- CNI (7; REFER TO ELECTRICAL DRAWINGC CC (.9 Ns PATTERN, IN LINE WITH CEILING FIXTURES FOR MORE INFORMATION < FRONT TO BACK OF THE STORE AND . 0 Cei Z a) CENTERED BETWEEN THESE FIXTURES). 0 c = z 0-: L.L. 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CABINET TRACK LIGHT EMERGENCY L!GMT • i 0 7,0t tic..• 0 limit (NON-SALES AREA) 9 _',\ • 4 3' --.'"•--FIXTURE TYPE t ' ' -, __ N TRACK LENGTHAIR 440 0•4 SUPPLY AIR RETURNDIFFUSANDRESFUER i.r0 ' , • •--. \ ' TRACK LIGHT III\ MECHANICAL V•IAWINGS ., S`' LIGHTING PLAN WOE 0 0 FOR t0" SPECIOCATION6 SEE •.--, .• ®Vii-IITEF IN ISI-I - 31N. ABOVE FOR PROPER r05227 •. e ()BLACK FINISH Z RETURN AIR SPACING. . — . . \ SHEET TRACK LENGTH ' .., , . ---- - , - G.C. TO REFER - ALL DIMENSIONS ARE FROM WE FINISH FACE Or WALLS . 4 2 't• - ALL TRACKS NAVE L'VE END (INVI3ABLE) FEED, NO JUNCTION BOXES USED ' . I . . .. . . ammommommommwmosimmommor' 4aamillionsmonsmosommon . • . C M 0 i' 3 .4 6 + 6 ii) 10 III l2 13 l'4 '6 l'7 l'a 19 20 2i 22 23 24 -2 . 2e 2' 28 29 • ai LEGIBILITY STRIP ..,, rr-,••,,,,,, • • , 1 3 0 X 4 i r , . 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I - - 1 i.1 C.- 1J--I 11 1 • o _1 Tye MENS #3 YENS 02 MENS III rt :) >: = 106 11 111 1 1 104 102 . -- ki 5F-1/P-q N IGINB/P-ci VNI SF-I/P-9 ' CD a C P-10 !I ' C 1P-10 <47 2)D G P-I0 <X -- • _( ›K eA wool)/P-2 4 B v400D/P-2• 7 ' 5 INOOD/P-2 7 5 A7.1 ....,.._ r La : • 7 P-2 i . 7 1P-2 T P-2 CID Z F FC-2 1 Et F IFC-2 1H F FC-2 ::: 111 ;--11 - GB SF-9/P-9 n F - 1 - ci3ISF-4VP-11 GB SF-q/P-cl ________T • ..] _ 628 SO. FT. 582 SO. FT. 791 SO. FT. • . I m l•- --- I-- . - -- La- • [ - 11! r 71::) . _ .. ._ . . 1 ---i 1----1 r----- -7_1 . - hl - K - $(,) - Pr) g.0 c2 Fc .., ...., 1 , ,, ,, [ IT I I I I I _._ -.. ' FC-2 .11 1.1/- .11 '• I I 1 _1 _1 1 _ 0 i FC-2 I ... < FITTING 1 ' - --- i •I _ - - - - iv__ __. .:• LI :W• A • 109A-F 11 -. k , .----i . - 1 ' •.1., . - i II N_. I -II ---- I E 1 ... .... 1 f 4 1 .... --. 4 d -FUX)RING TO EXTEND IS. I ---1- '''-'------:--. - _ z 4 --• .., --- ' A7.1 F lei k i VI• • 1, * 4114 VI•• C P-I0 I i . • I 3 \ •• / A..1 \ - .4' FC-1 Ij ' ' • UNDER CABINETS (rYP) FC-I 1 • ,.- . 0.:%, •3 WOOD/P-2 / ,T, \ • 1 i 3 400 I \I-1 , ini • ' - .. / 1 I 1 ___ . . . . . • ...); _ ........_ -cocEx15114211TIGNAMALL FLCC.0•10 T P-2 1 4 ;--.- 2 / /4 -.-7•C;s--. 2 I ...._____ •,.. •• - : NI * t FLCXYRING ro EXTENT) .... . • g iu , .1i • F Fc-2 I SIM/// • II L____J- \ 2 / . .- :7---UNDER CASH AND 4.4 •-- It • • \ ---- \ / CANOE RM. ()I -i'i 1 'a 1 ,.., ..- iel 0 .....-1, . --.'-' ' BACK WRAPS „.a -- F, 269 SO. FT. L ____1 ___..L 1 1 .------/ 1 FC-1 --------- di - kJ 5F-3/P-2 B -4,-.5• ?• g 1 1 2. ] 49 c P-10 4c 5 iNOOD/P-21 I I <Ad AA7.1 , -...._ VESTIBULE 6 ti4 LcLii a ,iz . ofo______A 11____ Iec.: :Fc.FFi.41 ...- __J . --- .-- Li ... ..........ccuji5 GS N/A • , 5 WOOD/P-2 ...----- • ts---1 .9„ 1 972 SO. FT. 0 CPP I,ir OPP, --- L__. i_..., _____ A 7 P-2 • . . I FC-3 =...m..7.... .- FC-2 _ C> -I 0 -. I G _1. - - 3;11 .4Ir • A7 1 A7.-1 --L - //riP 0 P 1 1 I. . ----- - ......_..{:b 4 _... 235 80.ii4;412. FT. T.; ....,_6 -74 -FC-I'll FLOORING TO EXTEN' Di- 3: FC- I CABINETtS_(TYP_)1 ! in in ,EE apREETAETILERE/A15 i---A•-L----f°' ' 9 +--+_ DOT LOCATION I Liu 1 CL JL - HF......_________Ii i --1 I f I FC-2 K 7 r cr 1 villelan.".41.1"."...lozcio 00 I it? 027.3 FC-2 1 1 1 1 1 I 1 1 I I 1 i --Ti -1- 1 12. - I '---- P-2 I i I '-2152-. - t..:. --1. 1 i _11(2. P-2 I ----1 - .... WOMBS 41P1 , l''''P CAB BASE WOMEN!) 03 ,_ G • G is TYP CAB BASE 103 10.1 15P-1/P-el , -- -- A L __ J 1 WOMEN!, 02 [ 1 1 5 WOOD/P-2 l..1 I- 105 < C:3 Ci •• LAJ 151,iNOOD/P-2 ce • 7 P-2 0 . _ ' '.$6 - .4 F FC-2 1 q. . GB F., _q/p_q • cr z 0 . 0• . , e 0 1 5 64100D/P-2 71/ I .. - A7.1 . ,„,, -. T P-2 ....................i. . C6B485FS-07PF-; 1 P" I _ . 1 T L 1 583 SO. FT. E 1 o .,,. -, cn ryp CAB BASE - I FC-2 1‘ I P-2 I I faii ' LA.2 CL i CL41 M CI) . II N ZU) cr cl!). P-1 FLOOR AND WALL FINISH PLAN . . , i / I 1___ ____ ( C (26.3) 1 -74-- --- L3) r-cr ___ _ __ ___ _ • < (f.) rt - -- . 0 r- DETAILS FINISH SCHEDULE (ABBREVI _ ATED) • CC• ,..--- .1-1 - - • < .zr 0 ,::: PROVIDED $ APPLIED BY GENERAL CONTRACTOR 041 D z t 1 im2_ PAINT (REFER TO SPECICATIONS SHEET A0.1, DIVISION IX, CC 0 X Z ci SECTION C - PAINTING AND FINISHING) 0 Z • !,1 P-1 I WHITE EGGSHELL. FLOOR COVERINS •. • • 11' _J C7I NON-SALES -, SAH CUTS IN CONCRETE 0 FINISHES WALLS FLOOR TO ALIGN HITI-1 P-2 ' 1.414ITE 1-11G4-1 GLOSS JI 0 CC -- , • FC-1 POLISHED / STAINED C_ONCRETF 0 )-- • t"-% 0 ...., uj s I FINISH NOTES 111 a . ) FINISH WALL. TRIM TO BE Li- Cr 0 F- I 1 P-4 I INAL I_S APPLIED AFTER ALL P-3 BEIGE EGGSHELL" I ! ( - FLOORING FINISHES ARE FC-2 WOOD FLOORING 0--- Z cn d 2 1 VB-I I BASE COMPLETE P-4 1Ni-IITE SEM.--- SS (..n Cr M rr Li.' co ls, .CZ Cjj RM. NAME ' FC-3 vINY1 COmPOSITE TILE(WHITE) • , _I • , . FC-3 II FLOOR I. SEE 'FINISH SCHEDULE' ON SI-IEET AO.2 FOR COMPLETE / P-5 1.41-11TE FLA' X co icIr 101?) 0 ‹ • IFINIS1-4 SCI-1EDULEI RM. # 1 ,., FC-4 ' VINYL collooSITE TILE(RED) 1.1. < Cr) I- itil) : P-4 II G IN.B CLNG N.,. 2. ALL TRIM AT CABINET OPENINGS TO BE PAINT ED P-2 P-6 WHITE HIGH GLOSS V.I WALL FIN. '• • , p_2 1 I DOORS I UNLESS NOTED OTHERWISE FC-5 CERA'IIC TILE C 1 CEILING FIN. L ______, 1 FRAME B3EAMASLLTOrR BERIATtA INCErIELDINGPS-2, PuANSLSEs-sTI-IRNcTOUGHEDS0TA:1DERFHAsLESE SAW CUT LOCATION DETAIL ® i.ri.T.S. - P-q GREY EGGS4-4ELL i BF 15FL_ARSE FIN . ...cQ,ED A R c, • -• -7.> . • 1 P-10 GREY FLAT T !TRIM FIN. t4\ .• .. 1 •---„,v-r"--."""."-"F"--""Ici 4 ALL BASEBOARDS TO BE PAIN TED P-2 UNLESS NOTED ----..--•---.- 4:••,/ r AvI n A r N SE en t' • 1 ,•4 • ----.,,r I OTHERWISE. --,•, .. . ''''' II -51 AINLESS ST I'L FLOOR 5FECIAL FINi51--JES , .. III i I WALL BASE / 1 ___ DIVIDING STRII -0 ALIGN CB'CAB FIN. • - ---, SF-6 4- - 5. SEE SHEET Al2.1 FOR FITTING ROOM INFORMATION WITH FINISH 4.4,I AS SF-1 t v-CAVOYE 54-PEET(I/2'THICK.) • • ^tuo Si-104.4N TRIM 1 E SCI. FT. , • 1 (TYP.) ... HOOD BASEBOARD THROUGH OUT SALES AREA AS . ., 5F2 v-GRoovE tN-F.ET(I/4" Ti-icK) SPECIFIED IN CONSTRUCTION DETAILS , ( IN mi, 1 APPLIED AFTER ARE Ilk *,\ ‘(42 ie Of uM-' • [ r - -1 ijgg COMPLETE. 5F-3 BEAD BOARD SHEET k°)(11 .1 \\ VE3-1 041.41 1 E VINYL BASE .,, I P Vs 012A# I CODED NOTES . w.....„ „ii il --F- ,, ----- SF-4 II BEAD BOARD PLANK 05227 1 B TRANSITION STRIP DETAIL \f114 likj 1100VB-2 ' BLACK VINYL BASE -14 CD F TION . suACELLEic14EFI ER TO CO:4,4ST:UCroRTIONADPDLI.TA?:04 NFAORI EXACT SF-5 II FIBERGLAS REINFORCED PANELS (F.R P.) v 14).- SHEET _ _._ , ..... ,. - , - INTORMATION .01r) , :,. - SF-6 II SHEET METAL PANELS '.' • . . ,, . , .. _ _ CONCRETE SCORE LINES BY OWNER CONTRACTOR C3 SEE DETAIL Al13 / AS.1 ... . • . 1 5F."GI V-GROOVE SHEET (3/4^ T1-1ICK) - • • • • . . ' . . - . • . . . • . • . , . . IIIIIIIII 411111•11111SMINIM AMMIIIIIIMI=Eir INM/MISIONMNINN/110/1/// I illN11.111111111.111.1.11141.00.111.1111111,, 411111.1111111MIMIN, •. •%. • .., . ' LEGIBILITY STRIP a '-._ 6 ' A9 10 ' '‘-''' 1-3 ,,,I ,,-3 17 le 19 70 21 22 23 24 25 26 27 2,5 29 04 iNsitilima ' 4,0„,14,411,414.04,141,41,444,1410.L.1.1.11-414111-.L.Ilij,i1II:11III,i441444444111•14.t14144W,4444444444414•14.i.1411114,1.114,1i.thltl, . I I '' I I 4.4.1441,111111144 3 0 X . . . • . . . . .. . . • §1, ., • e _ . . ,. ..,, .- . !, -, .,..,•,..iNoti, t, .'...,ii,...:,4;,:',„,i.,•.0..:•.:,' ',,,.'.. `;'',,'; L- . ' '•.,-- ' .-. -, ' ' -4 ' . . ' ......, ...'k•I'''.ip IJ 5. ' '',2.' ,„ ,..,., •. ), ..1' . . ,, . . . ,,. • • - , . . • . • , . . . • „. n. ,', �\ • \�.... • I:1; • • I . L\) _. } 40 ® 00ill= 'o coin nttoollihd . j - O (._il , q , , -- [I-1 Jr 1 -- - 1 111 1, 11 - __-_� . - I • — 1 o rlf:::) ›- ; • Z —K4 Q €-13:_. 3 = _ -- - F-I -- — — I 1 -� NON-SALES 0 z NON-SALES 1 I FINISHES WALLS L_J FINISHES WALLS l $ s I P-4 h . /" WALLS lJ r P-4 I - �__ .1__.-- �_ _r-_ VES-1 f3A5ECL ~ B-I BASE I I I, _ -_-1 _ I FC-3 FLOOR z FC 3 FLOOR J - 1 -_ 1 ~�- I P-4 2X4 GRID Imo. P-4 ' 4W! CLG. _. F - P-2 DWRS P_2 DOORS / I D 1 FRAME -- C� FRAME - F • ILL_ /,... .1 , ,._ 1 41 4 I_ _ 1 t ( .. . , • 1 �ii� It_ _ L........ .. I 1 4, - ,______I__ II F - ...W Y ti_L— ' V w of Q 27.3 i H o �' • __-- . : �� 1L _J1__ � i9-1 V 30 1 > , , NON-SALES 1 —T T- I _L 1 t ca A 0 _, FINISHES WALLS + „ i _� °C m �� ,........."..........................., , F'-4 WALLS , , ti _;_ ,, - I ` SF-6 I j SF 6 UP TO 46' A.F.F. I \ _N ... I (ENTIRE CORRIDOR) VES-I BASE 12 I 't FG-3 FLOOR I LL�� __- I I, i i , , imi� i I `_ NON-SALESI • P-4 1 I •li I � I G.W,B. G-N6, `:I ;; � - - FINISHES WALLS Iii Z 0 ! P-4 WALLS N P-2 I DOORS ';U_ 1J4l --- •- -- > FRAME• _ 1,I I-ill { rr .F 1r'` -• VB I BASE w I_41.4.4.4.1, I •�JLC: -••• FC-3 FLOOR IIIn In 1: 14 -F-41.41 I• si l P-4 GWB CLG D003 II I Ult , Il�I I ' _ I P-2 FME 1 w +.,c_ J r `I .., LI; 1.•• ~ ./.7 , rmm.g.."1 "ri Q Lai. ►- . : •• Q oL.-1 . w r 4:110 Illl > > I4 - FINISH NOTES aI En _, NON-SALES r..,�ir..d..■.�... I - _ FINISHES WALLS ..,... RESTROOM I. SEE 'FINISH SCHEDULE' ON SHEET AO.2 FOR COMPLETE CNIa FINISHES WALLS I _ P"4 11$4.41.0 I 'FINISH SCHEDULE' • P 4 WALLS - ■ A. ( VB-i �(BASE 2. ALL TRIM AT CABINET OPENINGS 7G BE PAINTED P 2 Z 0) UNLESS NOTED v'THERWISE Q 0 I SF-5 II UP TO 4!►' A.F.F �� ( FG-S II FLOOR 3. ALL TRIM AT CEILINGS, PASS THRouGHS AND FALSE -� # _ . =a— VH-1 jI DASE P-4 II 2)14 GRID BEAMS TO BE PAINTED P-2 UNLESS NOTED OTHERWISE. Cl. L+J U FC-3 I - _= 1— P..2 II DOORS 1 4. ALL BASEBOARDS TO BE PAINTED P-2 UNLESS NOTEC 0 4, 2 I, li FLOOR - -FRAME - OTHERWISE. = 1 P-4 I GM Com' F� -_T_ 5. SEE SHEET Al2.1 FOR F'TTING ROIOM INFORMATION. �V Z II __P-2.. i I FE I ,-- U.- -� _ _ CODED NOTES 0 o i NON-SALES 1 71><17- d - _ --- J CC (; • FINISHES WALLS - `-' -- I FLOOR RECEPTACLE, REF, . TO CdNSTRUCTld4 PLAN FOR EXACT Q CC X 1 LOCATION SEE ELECTRI.AL DRAWINGS FOR ADDITIONAL P-4 I WALLS J T' INFORMATION Q -I _• 2 CONCRETE SCORE LINES ST OWNER CONTRACTOR ._J 0 t BASE �i SEE 0 = Q I FLOOR �___- Z L) I P-4 'I GINB CLG � F of F L� I -1---1 DETAILS FINISH SCHEDULE (ABBREVIATED) `_ ~ w C,' N - �i POORS 1 -- T __ — LL n- I. P-2 II FRAME I PROVIDED t APPLIED BY GENERAL CONTRACTOR Q PAINT (REFER TO SPECICATIONS SHEET 40.1, DIVISION IX, • SECTION C - PAINTING AND FINISLIING) 0 I iQ cg 7 , I P-I WHITE EGGSHELL FLOOR COVERINS aQQ 0 / FLOOR TO ALIGN WIfiN I -- SAW CUTS IN CONCRETE LL- de W P-2 WHITE HIGH GLOSS Q � 2 FINISH WALL, TRIM TO BE FC-I II POL'SHED / STAINED CONCRETE 0 0 1-- 0 2 ;� • IS111711 APPLIED AFTER ALL I P-3 BEIGE EGGSHELL Z 0 FLOORING FINISHES ARE FC-2 II WOOD FLOORING 0 (/) Q z I 0-- I _� - COMPLETE F-4 WHITE SEMI-GLOSS (� _ � • I RIM. NAME I FC-3 I VINYL COMPOSITE TILE (UPITE) C W u) in a LI;c4.9 _ +.....�_-- - -�� _ ----- .c P-5 WHITE FLAT I Qto _0NI tIM• # ( FC-4 II VINYL CGMPOAITE TILE (RED) (f) Q cn i-- vUi . I I F-6 WHITE HIGH GLOSS W V ALL FIN. A SAW CUT LOCATION_DETAIL C CEILING,FIN. i FC-5 II CERAMIC TILE F'-9 GREW EGGSHELL N.T.S. B BASF FIN. / , D SRC F'-10 GREY FLAT T TRIM FIN. <-" /r • --iv- _�_ - -- -- - A F FLR. FIN CAYftiF . sE "(--, - -- ------ -- - - - X •.'I. --STAINLESS FLOOR SPECIAL. FINiSHESa- .-k r — -- - STEEL CB GAB FIN. WALL BASE ' DIVIDING STRIP TO ALIGN !^11TH FINIS:; WALL AS 5F-I V-GR')OVE SHEET(lir THICK) SFKyvN. TRIM TO BE SQ. FT• 40 �� APPLIED AFTER ALL � WOOD BASEBOARD THR�7UGH OUT SALES AREA AS ` !'. ♦10 FLOORING FINISHES ARE SF 2 V-GROOVE SHEET(U4 THICK) c'� SPECIFIED 1N CONSTRUCTION DETAILS , ` ''. N �I GOI`iPLETE. t , OF ()R``G • BF-3 BEAD BOARD SHEET ) � �( Vq-I I' WHITE VINYL BASE FLOOR A• ND WALL FINISH PLAN W E (,w 3/16" = T-0' - SF-4 BEAD BOARD PLANK • VB-2 I BLACK VIN'L BASE 05227 2 7 • S BTRANSITION STRIP DETAIL sF 5 FIBERGLAS REINFORCED PANELS (F.R.P.) N.T.S.i. I SHEET SF-6 SHEET METAL PANELS 5F--9 V-GROOVE 5FIEFT (3/4' THICK) A 5. 2 ..................... . . . - L_._ ' • ,i LEGIBILITY STRIP r T . 3 4 i b 7 8 9 1-1 I ,2 13 I4 IP• I? 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I \ - IL o (�� Q Q 1 / ( I I ` st, WHITEI I t ;,, �) I -_ _ / \ I I \ l MAHOGANY CABINETS CA13. -- i I IMAv\II ----' l H \ • w UJ ® /��A��ttI I i BENGN - L 41 z X I O I-- 1-7- I -1 I E I 1 ;_ �. I 1-_ I _%i [ N I cc LA - _ _ IL - - I ---- -- . _. _-_ _ ' I le, in MIRROR III Ii — I MIRROR III I . I I c I c o O 1 I I I I �' I I 1 I 7 •1 — I I .._ ,_- I --1-- 1A1Cr'IEN5-----t # •' w `I M quo SQ.FT. C- 4 cr a • Q I i"V O I I E Ns 3 r I 1 � C>> f- w0riENs #2 c) c, c ; Z 761 SQ. FT. a �a I r • I .. L'' • -- -�-� I 1 (NJ n --I__ , P CASHWRAP1 T_ I r lI Q) O . . . . T 1 I �_ _ I I I cn Ij/ ,I _ II + I u I1 I I nI I # 0 30 4 I 1 27 -1 I I 24 -q / 1 w 1 1 Z 0 Q �_- I L 1 I Q a IM ,� ---- - ____--hj— — 10x8 NANG_ING_ _FR_AME ---_-a, 10x8 NANGING FRAME �J --� c f --- - r SIGMA EDGEMAGE � LG=--- --- - _�r I --- _--- J---' 1 - ---- I GL o Q \ p 0z .4 0 : CONVEYCR ' \ w 0CONTROL ,4 Q c w.. f-- 11 PLATFORM 4.BERCROMBIE KID'S STORE w = a v0, cr _ r It 3 _If, iii / II ~ SOZ co N `` • .4^ cn 0 1 — Cr LI F- N 0 II / \ oa = Z Q C7 '; � + + - - SNARED EXIT CORRIDOR 0 _. cn � 0 O ,, _ ii- _ - --_� \ t EGRESS TO 2ND 0 2 0 w Ul I i - =' LEVEL STOCK ROOM p 0 J o[ LL 0 w _ 854 SQ.FT. PRESENTATION ITEM NOTE — �`\ « 3 Qi til 0 31_B J REFER TO SHEET A13.1 FOR INSTALLATION (1� OC — oz ch �c z 3 -' ELEVAT 1� Q t- INSTRUCTIONS FOR PRESENTATION ITEMS (f) w < 1.1 --- w � EOUIPMtT < [C t7p . n - ROOM UNDER x i►t MIN. N Q Q? F-- v1 6 sr.AtRti w I ABERCROMBIE & FITCH #972 " I _cI GROSS sq.ft. - 11,247 sq.ft PRESENTATION PLAN i`— �l A 1st Flr. GROSS sq.ft. = 7,824 sq.ft 1i4� - T-0� w s E — � � � - _� _ —. 2nd Flr. GROSS sq.ft. = 3,423 sq.ft I rt,w DAVID/41. - OUSE SALES INFORMATION I STAIRWAY WALL ABOVE SALES sq.ft, = 6,853 sq.ftSHOWN DA.SNED_ � 1st Flr. NON-SALES sq.ft. = 964 sq.ft SALES sq.ft. 6,853 sq.ft. ; IO��V, .>7 AA ce: I - -- STAIRS FROM STOCKROOM 2nd Fir. NON-SALES sq.ft. = 3,423 sq.ii MEN'S SALES = 2,644 sq.ft. = 51% I 'pit OF ��tiUo AREA ON SECOND FLOOR. = WOMEN'S SALES = 2,540 sq.ft. = 49% {' - STAIRWELL AND EXIT #972 STOCKROOM sq.ft. 1,782 sq.ft q I STAIRS UP CORRIDOR IS 1 HOUR #134 STOCKROOM sq.ft. = 637 sq.ft VESTIBULE = 245 sq.ft. 05227 — I ASSEMBLY CORRIDOR / STAIRS / ELEVATIJ CANOE ROOM = 996 sq.ft. = 14% - _ " SHEET ,,k —.- �_ CONVEYOR AREA sq.ft. = 1,004 sq.ft FITTING ROOMS = 428 sq.ft. A 6 . 1 —�-- ;ii III II`Ii I ;I'IIII11111illrl i � i t IIi,c„,„; i xmnwwb �- it ii 1111pg1101'•+- ' 1 11! I ,,i,,,,,,„1 •ti ,A LEGIBILITY STftlP 3I , e U 20 21 a2 23 24 25 26 27 2e 29c I . r-- et I IHDHI ., ,I 4 I II,1111.4 OI 1411411 A 1:,141411thi.I ,11,I4� ,11,4411,j.fMi!>~.Ibjjj.1.> .14111.1,.1,111141.I1,II.1,01 .14iIii.1. ,Lt,1 1:.1.UALL14,1,14.1a fl . 3 0 X . , r ` - J„ab.+e ,rp: y1'.p'yw?r,MkMM'rr••... .-.,,a.^an!.*,,. r.... ,,...... .+a.. I • , •. ... ,. a :, .: ,.'..- .. .: ,. -.. , , :...: .. ' , . ' . . •. ". ' , • ' ' ...\\. . , ``..., ... ' . • ... . . limmommursimirrimose. 301-11' 114 cp -).-- 1 ft +54 • Co v=00 if:1411 03 c‘.1 I 1 , - ----i • ', t CONVEl'OR co)? 1----7r----, „.4 ip Mbn• . " / ,--- taii) r_ IE • CONVERTOR- L crl'"-R°L..E`• 1 1 i 1 1 -. 1 , • wirmi • 8 0 CASES vol:: ) I 1 PROCESSING BENCI-1 4 LF NG R STG ---- 0›: z < REFR. MICRO r8 E -J < VI XED F XE CZ 0 L._ 1-1 3t LW 0 Z ._111T-1-6Pi ' 1,.....4 • TRANSFORmER '-''•-'-----,,-. ._ ,j - _ • A ""'" u_ ,.i.... 0 = . ABCNE -- F-i MOV I. riov , . < CL ] iv ---/ 30x 34 3043411 - i r- iwan9 1 Clii) = c....) .-- ADULT 1 Et1 _ - L_ : OW ,.!!:::) El E.:CTRIC If ROOM 1111-1 ' AUDIO.1 101i-4 101i4 Fl ' el • (D i • 3E3 SOFT _J20 SEC 20 SEC •, . , K.) --• I 1 Ack 1- I , I ....: CAB. F.E. --N\ PLAN - STA053RvAGEE— L , _7 :.,, iiit . DECK 0 1 XED ‘341 F I XE934, 34 i ii. _ <.) ADULT'S STOCK ROOM in 1 223 SQ. FT. I— i 1 U n d L._ (2072, LF STK. S -4V. ) , • ..-4—..— I > >•• L_I_._s__ill---- a/ IIt I-- g STEAMER I _ -- = I al Lii La I •-•----- PREP i (f) i:- 4 W 0 STATION Ir - ill 32 . >-- Ei 1,1 r, - ri-- I 1 __I zcr . Lj6 ii 0 ....,. 1 H 'rt 1. Abercrombie $ Fitch #972-134 -v:-, ----1- NAS4-IINGTON SQUARE MALL (..., n 1/4., . IfiLFI SHV I I I I tEl 4- 1/45 EIA: iii1i I ) — T • in —1 h 1 2nd LEVEL STOCK ROOM 1 EMERG - REVISED FLOOR PLAN 6 8 1 1 EXIT — — * A 10/31/05 SCALE. 1/8" = 11-0" , - P-Ii 1 • r • M 11 [F7L S44V. t UM 11 7- Lfi . CABINETS ) - I 0 ,.• , I ir _It.i / \ (.7) - , ', i • t -- , J, I I riEci-i 5 ' .1 I. I MENs ' m I., ce i/ -OFFICE EQUIPMENT ......--• Lii 1 iZ l : •____./ ,, 175 SC.FT. -A DECK ABOVE 0 cp . 0 "tit ' ' ' ' • ... :..- :.-. LI; 1 ,21 i41)WR BI - < r.:-..4.-.4.i i! 1 1,f ..)„.,i N_..)......se(T)1‘ of 0', H A Ltk' L _li 1 ,_ 4 oce .• 41.1 . r -- ,`• /, H H -- Li • --- ' _-_-.7A ti-, tr) _J " D 2 0 I I 1711— _1 J -.. — I H LOCKERS m .., . _ ce STAIRS, CORRIDOR i II Ili 'MOM r 1_ -- al s.NZ I RESTROOMS ii Fix:y c\I 1,138 SQ FT. H , N. F'D cn h. H I'LL/ 36,z__ 30448 1 - _ • C..) 1- mood , Ci) 12 I I Z tzk r I i 0._ fj . 3LF I-4GR STG KID'S STOCK ROOM 0 __I < I in- K I f-- GOO SQ. FT --.-.1 ca. I, ..., - J , , a. ,..„ 11 4 [ i_ i (1 , 211LF STK . &-1V. ) C/) Z i 0 0 3 or - H li tr< < STORAGE 1 T:7 .-.. - , I I 1 — I- --, 1--< Lucc DECK 7IX- , ABOVE - -.„ EM • • PtAN TUBE 1 Z CC > =4::C , KIDS EL EC ..., -,..,..... ! ,,'511 F.E. IFi _ I ,. UJ ROOM Ii.1,5 'A'---- H MOV. H I2 SEC. i In SOFTIti]r -1 ii cr o m El: ii ' EDP „_, • IbLF HANGBAR - 3°436 3°x34 1 Z cry — UJ ... 'i ,-----r MI T 1 — 1 1 i --1 I- I \ I - = 0 0,5 AUDIO =*:E ZL5 6; CAB 0 ---E Z cr 0_, uj_ cr) (i) 0 z , I MALL (,) CO 1 RANSF ORM ER M A L L EL EC. Li. ABOVE Ic • STAIRWELL. ROOM 0 o - ,; 0 Ej-3 Z CC ,..„ 2, ,,, cs I H 3-E. cc — 1 -, _ ._ (..) w (f., a 1 cLi co Lli CO el in 0 —....mek________________-:-___7-----71- ___-_--F7-----.-----' _______— ' 1 --------al — o C/) < 0') 1— v) ABERCROMBIE & FITCH #972 MALL SERVICE CORRIDOR GROSS AREA = 11,052 sq.ft ccN,V,1) AR i 1st Flr. GM.. SS = 7,667 sq.ft •\.- .,)2A c- c-- _ 2nd Flr. GROSS = 3,385 sq.ft c4.7 - -)USE Jf .--k -0 • --- - szc• 1 1--------- -- _ PRESENTATION ITEM NOTE . 1 — -,. • REFER TO SHEET A13.1 FOR INSTALLATION- 1st FIr. SALES = 6,853 sq.ft Jt P HIO INSTRUCTIONS FOR PRESENTATION ITEMS 1st Flr. NON-SALES = , :0 314 sq.ft .,. .. (-P‘" .. . N .11:eG F (AC: ' PRESENTATION PLAN WWE MINIMUM DIMENSION FOR EGRESS: 2nd Flr. NON-SALES = 3,385 sq.ft AtF SNALL MAINTAIN A MINIMUM ADULT STOCKROOM = 1,223 sq.ft _. . 3/18" . T-0" 05227 s CLEARANCE OF 3' —0' BETWEEN KIDS STOCKROOM r- 600 sq.ft .'., FIXTURES FOR EGRESS FROM THE SHARED CORRIDOR/STAIRS/ELEVATOR SHEET 4 ,,- SPACE. CONVEYOR/OFFICE AREA = 1,562 sq.ft A 6 . 2 ...... .......... MIlliMMIIMIIINIMPIIIIMIL i, LEGIBILITY STRIP , -s, .4 '.• f,.. * El 1,•:, . 1 2 ,3 ,4 '--- ' " C" 20 21 22 23 24 2 5 2e 2- 2. 29 3 0 X . • eil 1 i 0 1 ''.,41!4' ' :'11)1.11talkLii...i.).14114.4,11140,64,44,441.1)iialiiataaiaitiaJdfliiii4,441ki.L.LiallitiLaillilliallil.1411:141.14114,4114iitiltl.1,411..iilliL44141114111J,ii' ''' .:, „ . , • .. - ‘.‘ ,. .L tt„„.• ,1 , ,404-• ' , _ • • • . SF-9 I 5F-I 1 eF-1 eF-9 P-9 c_2 r / PLATE TGLAt388 P.TERS OVER i P 9 IGLA88ATrF • GL& o ' 1�. •TE 1/4" PLATEP IN ANGLE 1/1/44 PLATE GL 48e YP.SHUTTERS OR P�7 II P-0 Jl SF-I .I P-9 - • 1 • TRANSOM TRANSOM TRANSOM . TRANSOM / ti4 O �. — -- II 1 I I I I I I I i i up es:cri • • -GRAPH/1--I 4-- LEANING (A 1 1 / ill'; 1 ' ' _____-L__ , , 1 IL ciiiii.i ..,. _........., . _ _ . ....,---- .... .______. 1 . ._ _ . . . _. .. _ . _ . ..._ . _ . . . 1 1C � MAHOGANY _ I LEANING I®'-0" w x 0'-0" H no P-2 SF-I C.HANCsE IN }� -G-1ANGE IN 5F-I P-2 aAeE p_9 ANGLE PAIhIT • FINISH AINT ANGLE P-9 p I FRAME PROVIDED DY C*J. R AND INSTALLED DY GC. REFER �) Tt 'RF' TRIC+ TO B/A13.1 • �� O A INTERIOR STOREFRONT ELEVATION B EEVA T ION r • Z a 5 a • 0 W 8F-9 11' 8F-9 iI SF-I ' 8F-9 GLLa SF-5 GWC °SF-9 alp 5F-9 6F-1 6F-9 BF-9 SF 9 5F-• 5F-9 5F-1 SF-9 SF-9 1 ZP•9P-9 P-9 I P-9 P-9 F'-9 P-9 P 9 P-9 1 P-9 P-9 P-9 F 9 P-9 F-9 F' 9 P-9 P-9 P-9 IT- CE - -- a. 1 ' 1 ,1 T , , . , . , . r, 1 .. , 1 1 , , , 1 1 1 1 1 1 1 1 I 1 I 1 1 I I 1 1 I i i I r w� II 1 1 , , ,..) I 1 1 i fL.• I 1 I I I I I I I I /GRAM-1107 I I i I I I ZsR.APi-41C7 I I ,..� 1 1 I I I 1 1 Li B I I I I I 1 I I I I I I I i I 1Oi M I I I I I 6 I , I I i I i I i I I Q ° `� 1 1 1 1 1 1 1 1 1 d 1 11 I ( '1— ' — — -j...... ...-1-4- .....1 r ' ...1.......... 1 • 10'-C" W x B'-m" 14 FRAME Im'-0• W x 8-0" H FRAME I0'-0" W x 5'-0" H 'RAME PROVIDED BY OWNER AND PROVIDED BY OWNER AND PROVIDED BY OWNER AND \/ INSTALLED BY GC REFER TO INSTALLED BY GC REFER TO INSTALLED BY GC REFER TO • 0 �„ Y AT I ON D/AI3.1 D/A13.I D/AI9.1 D W E VAT I ON W W d Lt-ii w A x § 5 I rs p w • SF=-I l' SF-1 8F-9 Gu1B 5F-9 GUM riuB '-I Z ic eF-9 Sr 6F-9 6F 9 5F 9 6F 9 I 8F SF-9 51=-I s+ -9 BF 9 U 1 in F Q P�9 P 9 p-9 �I P 9 F' f`-9 , P-9 1 p-9 I P-9• __j F' 9 P 9 �' g n W 9 P-9 F-9 F' 9 c ' A_g > L1 Q V • _'- - — 1 • �� _/ —---it • + I � I i I I I i i ' iII I ,. j , I 1 , 1. 1 1 1 1 1 1 1 1 1 1 1 I i 1 1 1 I I i o 1 1 1 1 1 1 I I I I I I o I I I I , I 1 I I 1 1 I / I 1 1 ��' 1 I I 1 / ��- I 1 1 I I I 1 • i 1 1 1 1 1 • °%§° 1 1 1 1 1 1 I I I §° � ° o ' ,LL I I i l ran I I i l z ILLI I I 1 I 1 ` I I I I I 1 1 / f t . 1 1 1 I 1 I 1 gi1 i± rH II . ! 1 �lV , ...r LL ..........1...H7) I I ► i IL r� __ i LL 1—r_ L...., , l..- 411MIMMINEIMMIMI �f1 in 1f1 I MIRROR�1 APPLICATION— MIRROR r O ;o 0 (*1 DETAIL F/A13.I) i KIOSK (SEE DETAIL F/AI3.1) ; E E• LEVAT ION QELEvAT ION Iv 1— I- Q 41 CI 0 W C.3 1- '„ _00 < w ti Ce Z 0 9F•9 ! 8F-9 6F-9 I. BF-I l aIle 6F-9 I GD ! I 8F-9 Guk3 SF-9 II 5F-I 11 SF-1 SF-' aQN m P-9 -9 P-9 P-9 P•9 I f P-9 II P-9 P-9 P-9 P-9 i P-9 P•9 c_4 I l I 4 - 000 N �1 - -: ._ .. ,----:_s c-�-^------•r-l-rr-r• 1 1 • — �.. — _ _ - -r� ....mlis _ 1 1 1 I — -- �� ,� — — I iIIIIIi Lu 1 1 I I I I I i I i _ 1 I I I I 1 1 I I I I I 1 I I I I f V 1 1 1 1 1 1 1 1 r o I I I I ■ O I I I ' \ 1 1 1 1 1 1 TELEPHONE I II I 1 1 I I 1 Q x. • i l l l l l , l l I I I I 1 1 1 I i l l l � p c i' t I I I I 1 I t � I I I I I 1 1 1 1 1 1 I 1 I t \ 1 \ I • i _ .. .. _. i J� I I I _ � _ I I I . \C.- 1 ILl Io �_�� ---- \ 11..Its II ``i i MIRROR SMIRPO FI MIRROR I W. W to (SEE DETAIL P/AI3.1) (SEE DE-AIL F/A13i) (SEE DETAIL F/Ai3i) Z cr 4 I 0 � D ELEVATION ELEVATION 0 H �'.. s I,or SCALE: 1/411 = i _OI 0 Q to ,' ., iI BF 9 SF-1 =e able =e I Gine+ e�-� Gas eF 9 SF-1 8R-I SF 9� FINISH SCHEDULE (ABBREVIATED) UJ w cc ^ 0 1 ll — BALES , ___ r-9 I cz Q O) P-04 P-9 P•9 I P-�! P-9 P-9 P-9 P-9 P-3 P-9 P-i P-9PROVIr'ED 1 APPLIED DY GENERAL • NON BALES -- DOOR QAINT BPEGITIGA r0�1N8`S ERAO,, DIVISION IX, FLOOR COVERINGS LU W 0 z . te1' w„� _ >� ---- ;.,_ - SECTION C - PAINTING AND FINISHING) Q N ` /.4.!'" -C.-L.1....1.-.1-L.-1...1.,iI � - T (' T T' (1 II P-1 WHITE EGGSHELL CC a3 O C3 4...., l - cc lI ' i I7 7 1I I HIGH FC-I POL1811ED / STAINED CONCRETE 0 �" ' 0 E P-2 WHITE IG GLOB ' 1 1 I I I 1 1 1 I I 1 1 I I I I I Cup - CC Z F' I IP-.3 BE EGCiSWELL uJ I I I I I I I I II I FC-2 p FLOORING U _ u) - z I siQ.4PH1 I1 1 P 1 1 1 PHIC 1 I I t I I I &twit I I . / 1 FC-3 VINYL COMPOSITE TILE (WHITE) w 00 Q J 1 1 1 1 _ o - l i P-4 LU4-4 BEM 1_GLOSS Z co 4Lc) C7 a —• I I 1 1 1 I 1 I L I I I I I - - I 1 I P-5 SPECIAL Mix (GRA') FC-4 .I VINYL COMPOSITE TILE (RED) 4' N I - - I • �I I J / _ — I 1 I I I - - _ � -� I 1 _.�_ _ I 1 _ _- _ F -6 FC 1 CERof.,IC TILE I •� I I .L. i, _ II 11 \ Ul{111!` HIGH CsL098 U /' P-9 STONE HARBOR EGGSHELL. (lCid "` 10' ®" W x B'••®" H FRAME 110' 0' W x B' 0" N FRAME KICK FLATS-- 11\;;) U` FINISH NOTES PROVIDED BY OWNER AND PROVIDED BY OWNER AND REFER TO DOOR -� J9E INSTALLED BY G.C. REFER TO INSTALLED BY G.C. REFER TO SCHEDULE _____-- _-_____. 3i-ECiAl, FINISH S Vra • D/AI3.1 p/A13.1 I SEE 'FINISH SCHEDULE' ON 514EET 402 U1ALL BASE i u. FOR COMPLETE 'FINISH SCHEDULE' SF-1 ' V-GROOVE SHEET (1/2' THICK) a OHIO WOOD BASEBOARD THROUfaH OUT ae,� E L vAT ION 2- ALL TRIM AT CABINET OPENINGS TO BE O� v0j PAINTED P 2 UNLESS NOTED THRJIBE. SF-2 V-GROOVE SHEET (I/4" THICK)1. SALES AREA A8 SPECIFIED IN 3 ALL TRIM AT CEILINGS, PASS THRCxJG CONBTi7UCTION DETAILS q1�OF 0‘��1 I AND FALSE BEAMS TO BE PAINTED P-2 SF-3 BEAD BOARD SHEET V UNLESS NOTED OTHERWISE. B UNITE VINYL BASE �.s 4- ALL BASEBOARDS TO BE PAINTED P-2 SF•4 BEAD BOARD PLANK VB-2 ' BLACK VINYL BASE 05227 u: UNLESS NOTED OTHERWISE. 5. FINISH SF-2 IS ONLY TO BE USED IN SF-SFIBERGLAS REINFORCED PANELS SHEET CABINET ALCOVES (SEE CABINET (FJFP.) SECTIONS FOR MORE INFORMATION) SF-6 ' SHEET METAL. PANELS . � 6. SEE SHEET 412.1 FOR Z 7 D .........] 01FITTING ROOM INFORMATION. 8F-9 V-GROOVE SHEET (3/4" THICK) rlo, ionmia. • ....-n14,440:.,.. .:,o u;- i LEGIBILITY STRIP C and I 2 4 s Omm.lcm 5 6 6 9 1'O I I 12 '3 :4 ,F, 17 18 19 20 21 22 22 ,'4 25 26 27 28 29 ?J • T T •.,. 11/41144.141/11/ 441.,t�.l;141J1411. 1�4�1�! iilsui�11,11 ,1.1111;III0i11.1.1,11til l.iIJ , 111,411,1.1J..I .l:41i1146,1/J i .latl ? ;biWil.I.Li.1111,chili..:1L1•1111.1111411L41iJ,L!,< LLil144,11.' ' ' ' ' 3 0 X . . 1 • N It k. • • 6F-9 5F-9 Cal.5 5F-5 G,uE 5F---3 SF-3 GWD• 3F-5 Gw5 I 6F-5 5F-9 9F-9 I { 6r-9 I I G 9 i.,B 6F• !suk3 (2,45 SF•9 I:Cs.W. SF-9 9R-9 P' '..."."* .r:IIIII4am'sallm P-9 P-9 P-9 1 -9 P-9 P- P-2 • P-9 F'-9 P-9 I P-9 P-9 P-9 I P-0 1I I P-9 P•9 P-9 P-9 f' 5 P-9 P-9 P-9 t i 1 r t T 1^1' n r^ '� 1 ...AIOr• v J , I�__-- I __-______-.—_—_ --__. -.1-1.7, ' _ r - I~►-rTTrrr^ I -.-.._._._-_ 1____-__._ n I li I ..."-c-77I I , I I I ` ! a i 1 <> ' _ I 1<>1 I I i 1 I I I I i / 1 i I ►+7 f I 1I 3g 03 N /§-.0 I H 1 i i .i 1 §P I e§p e§.9 I LL I 1 LLl I1. Z i LL II I I I LL LL1Ji11 _ I I - _ __1___1-__ �.._ .�._I 1 U. .1 :� r. __ _ VI• O (KD ELEVATION LLEYATION• Z m 4 6F-9 1iF-I 6F-9 aP'' , owe 5 -3 8F-3 GA' 6F-9 6F-1 6F-9 1 6F-9 6F 3 1 6F-3 3F 3 (76) a P-9 I P-9 P-9 P_9 P-9 ! P ......__........HzzzP-2 P-9 P-9 ! P-9 P-9 P-9 P-2 P-2 F'-2 2 I • 1 _._ - T __� : . : 1 ,l I Irl � I III , l I ' . 1 1 1 t I 1 ' ' —. I 1 1 1 1 1 1 1 1 e �� S 1 1 I I ili I I I I ; I I I i 3 g . <> U O L� ilk I 1 1 , 1 1 1 I I I I N I I 1 I 1 I I I 1 1 ► i I I I I I I I I 7� I _ I I IT 711:::) I I I I Ij.� °J° l. I I I I I 1 I I-� I 11 I I j I I 1 CL LL 1 Iii ! { r = - - _�. �i � LL I la.\_ I 1 • '•; ....•—.. _.. 1 L�,..... .ra - . , r M L I 1 ..b_ ca�rnr.�rr1 - - , ...' - - i -�r��._ ` r��..11-- " 1 ,, ... k L 1..'-j IMAGE WALL CONb.LT CON.CTION O TO TIICCTION MANAGER FOR LAYOUT .„1,:. „6 ' 4.10 0 ELEVATION 0 � YATION Y ]C Iul n- 3 5 W o -- W ti I 6f-3 }F-. SF-3 SF-3 6F-3 i GAEL SF-3 SF ' SF-3 G.WEI O 71 ,j a 2 al P-2 P-2 , P-2 P-2 P-2 I P-9 P 2 K' i 10-: P-9 0 g a" I t F t Q A U i r7 1 111r ' Pc. I ,c_ y 1 1? / I I �-- , �—T - -----;] h 3 }I �J- I ✓ } ` e r r �_t_ / I = ' f j / / i!_§p_t N 3n w – n –SI . a .. I _ n.-.n w- _ LL ►,.�....____,. .� - I - I. / MIRROR A5 \ / 1 K.GIG PLATE. O O O (1) C2' (SEE DETAIL Eli 4 1; L (2) C3� �4) SREFER TO CHEDULED . i x 11, F/A 31) IMAGE WALL '1 ' ~ALTERED FOR LOWER CEILING f GOND IT ION G.0 TO CONSULT W ;;i•• ti. CONSTRUCTION MANAGER r••OR • Q LAYOUT •. U 0 - 4 Q la. ----'• � Q L'7 IO -- : , ...9 T1 ICA! FITT INCA i OOM ��. �/ATION� T1' IGAL FITTING ROOM EL.E1�ATIONS m o ci 9'-6" CEILING 6'-D" CEILING ,.p) Q LL m ifirommolsionoloommiriftmosiummo MI 2 CD 1 I o s Y w Q 2 '4115 '^ Z AAAA:. Q a O o (/) W t!1 Z Cf.: 2 Q i.,_© J D IX Q (-) I.. hFINISH SCHEDULE (ABBREVIATED) -- cI o L5 • , `-- PROVIDED 1 APPLIED BY GENERAL J 'Q Z REFER 6PEECIC TIO�Nb` r 40.1, DIVISION 1 d1 = Z : : OOR GGYER�NGS 0 I Z PAINT Ix,SECTION C - PAINTING AND — LU va 0 Z FINISHING) caQ (3 cr) CC P-1 WHITE EGGSHELL O 2 C? cc ..� FC-I I POLISHED / STAINED CONCRETE Z al CI FC-2 I WOOD FLOORING .... O I" 0 CI ,�'. I P-2 WHITE HKtH GLOSS C� ~O FG-3 VINYL COMPOSITE TILE (UA4ITE) � 0% Z V) 0 Z F'-3 BEIGE EGGSHELL CC I CC FC VINYL COMPOSITE TILE (RED) t W r' I P-4 WHITE SEMI-GLOSS ,Z CD Q �_ Q SCAB : 1/4 = 1 -Ia II I II a FG S CERAMIC TILE Q �" I--- Vvi Y P-9 UNITE FLAT ; FINISH NOTES —__-- --_ I P-b WI-LITE HIGH GLOSS I. SEE FMISN 'SC+4EDULI ON oNEET ADV: ' ' . a't�,��) AR •d AC2 FOR COMPLETE 'FINISH I P-9 GREY EGGS+IELL "y I �� SCHEDULE' I rC-,Vf VN f 2 ALL TRIM AT CABINET OPENINGS SPEC FINI54E5 �1 DAVI• USE (724 TO BE PAINTED 1' 2 U►`L. 1 ESS NOTED WALE ASE " F ALLTRIM Al eAT �1 ' CEILINGS.PASS I op-1 V-GROOVE SHEET (L/)" THICIV T THROUGHS AND F,4LSE BEAMS TO I SF-2 V-GROOVE SHTHICK,)(I/4' THICKWOOD BASEBOARD NR(1UGH OUT SALES LUQ 4 t BE PAINTED P•-2 UNLESS NOTED `\ f e ,��Cj AREA AS SPECIFIED IN CONSTRUCTION DETAILS fj OTHERWISE- SF-3 BEAD BOARD SHEET OF 4 ALL BASEBOARDS TO 13E VB-I WHITE YIN`,I BASE PAIN"EU P-2 UNLESS NOTED SF-4 BEAD BOARD FLANK OTNERWISE. Va-2 BLACK VINYL BASE 05227 I 5. FINISH SF-2 IS ONLY TO BEFIBERGLAS REINFORCED PANELS -.---' USED IN CABINET ALCOVES (SEE _S (FRP.) SHEET s INFO CABINET }g^IATISON)SECTIONS FOR MORE SF-6 SHEET METAL PANELS —_ _ __._-_. --_.—__ t‘ -2 el 6 SEE SHEET Al2.1 FOR FITTINGI _9 V-GROOVE SHEET f3/4" 11-110(.) - . 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EXISTING 3/4' METAL REVEAL °Z1 I -- .., • .: a " L;.) '''' r-DAS44ED LINE INDICATES APPROX. FRAME CL EAR OPENING BACK OF LIGHT BOX. REFER TO ..„_ PROVIDED AND INSTALLED BY 0 Li tZ t- • , te Ez LLX.ATION OF ACCESS PANEL IN AROUND SIGN (14' X 14') SECTION FOR ADDITIONAL INFO. ..,,, . LANDLORD ..._ 0 < :.. r BACK OF LIGHT BOX. REFER TO . i a' C3 - GC. TO PAINT TO MATCH - BACKLIT LOUVERED SIGN BAND -CANVAS A0INIA 4UPPLIED 401 SECTION FOR ADDITIONAL INFO - r 12' HIGH INDIVIDUAL LETTER REVERSE o. - CAN*AWNING SUPPLIED Gt. TO PAINT TO MATCH ‘, r ElAwINCKLIT LOUVERED A SIGN BAND coNTR.:ItzT4 INSTALLED0R BY AINNING w < MALL FINISH IN RECESSED NI I N DON INSTALLEDLIKAINNING CHANNEL. BACKLITE SIGN NITI-I REMOTE ---E-5---0 P-1 0 P-2 l' MALL FINISH IN RECESSED P-2 ' P-1 . 0 P-2 1 AREA ct. _i an AREA ccINTRACTOWig -;* . TRANSFORMER, PROVIDED BY OWNER AND • ., . S-. INSTALLED BY SIGN CONTRACTOR . "'SIM •.: 1 ., - - -- .. ___....-. 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' 1 . —ix 1_ ____ _ ___ _ I _ IL li„il 1 1 i , .ii-ii ri i - 1 7 , , , __I .__, ,_... ,, . , . ...,. - 4 * \ • =4 ''''* ____ ., I P-2 II -- (." STAINLESS STEEL BASE -- 1/2' TEMPERED GLASS ' P-2 . . • -- G C. TO MATc.1-1 -- fri STAINLESS STEEL. BASE -in. TEMPERED GLASS 1 P-2 11 WOOD/GLASS DOORS PROVIDED ;.. MALL BASE SUPPLiED BY OWNER (TYP.) BY OWNER INSTALLED BY G C. SUPPLIED BY OMER (TYP.) \----- 3/4' METAL REVEAL. PROVIDF-D INSTAL LED BY G C (REFER TO DOOR SCHEDULE INSTALLED BY G.0 BY LANDLORD, INSTALLED BY FOR ADDITIONAL INFORMATION) riGA.CL.LTBAO MsEATC/-• \..\.)/irspcNr:::1:71:',,,A:ri. ilitS0E..:4 `,,•,' G C % 14.OF Okkg\`' • ,,.. .:- '.-., 05227 ...__. ,.,.. SHEET 53 Cf '...'t-) . . ________________________ __________________.____________ .....__ .____ __________ -- __ .... ... ,:...„ I A A1TF 12'SORE0FRONT ELEVATION A 8 1 A .5(.. 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L04 .., ' 2 3 .1 !...., 6 7 8 9 10 1 12 ,,:l [4 Hr., 17 18 .., 20 21 ._-:c 23 24 25 26 2 ' 28 29 .$ , . . • . r e I I I 0; es 0 0 r ,..,•,,,,„ . ., L.14.;,114.4,1441.4114114111141.1114141,t4Ildibb1411411,111111ab,WIli jilii 11;141.0111h AilthWilablabilii ILI,W111,1144,111,11j11111141111411,411,11.111,14,44141,Jaliktiiii 1' ; 3 . 1111 X _ • . , ... • • , . . • . . ,. . ,..,. : .• • '! .,"k•'• '1,',',:',.,. .. • . . , - . .•,., ; . • • io • y • .xwx�xrw.�. • 1.04 DEFINITIONS 1.05 SYSIEM DESCRIPTION PAR' 1 - PRODUCTS 3.02 PREPARATION 1. If regwred, apply a second toyer of Base Coat to achieve total nominal Bose Trernco Spectrum 4-TS Coot/Reinforcng Mesh thickness of t,6 mm (1/16') • A Exterior Insulation and Finnish System: Exterior assembly comprised of, insulation Performance Requirements: System shall meet or exceed the following performance 2.01 MANUF ACTURERS A. Protect ail surrounding areas end surfaces from damage and staining during Allow Hose Coat with embedded Reinforcing Mesh to dry hard (normally 8 to 10 hours). Field-Tintable Silicone Sealant O of Senerflex Wall System Elf XGUARU 4 SELF-ADHERING EPS shapes onlynn board, base coat, reinforcing mesh, and finish coat. standards when tested in accordance with the following methods: applicationYsp B Close PB Systems: A doss of EIFS where the base coat varies in thickness A. Accelerated Weathering: ASTM G 23-81 (testing period ct 2000 flours) or ASTM G 'eenerflex Woll System (Class PB System) rnunuructurea oy Senergy Inc. B. Protect finished work at end cif each day to prevent water penetration Install FLEXGUARD 4 SELF-ADHERING reinforcing mesh. Umitationa depending upon the number of Io ens or tnicknesa of reinforcing mesh. The 53-81 (testing period of 3000 hours); No sacking, flaking, or adverse effects. Contact Jim Milkert Selzer Natiornol Accounts Manager regarding all Server inquires C. Substrate preparation Prepare substrates in accordance with Senergy Inc Apply self adhere reinforcingmesh to EPS shape Do not app y over comp nr ca.{aminated surfaces I reinforcingmaterial is glass fiber mesh which is embedded Into the base coat at theTT-C-5558; 9Y 9 9 9 9Y W 9 inns of rnstallatic The base coot shall be applied so as to achieve reinforcinginsect B. Wind Driven Rain: Federal Specification T. ( 55511; No visible tears or dampness at 1 630 880 3159. instructions. lap Reinforcing Mese 64 mm (2 1/2') minimum at edges Not intended for contnuws water immersion ►�1 3.03 MIXING dApplymixed [ALPHA) ALPHA DRY] g OD Da throughout to the rear face and less than 90 gram increase. [ [ ] Bose Coat to entire surface al reinforcing Applicable StondOras: embedment with no reinforcing mesh color visible, nominal 1.6 mm (1/16') C. Moisture Resistance: ASTM 02247; 14-day exposure; No adverse effects 1 07 QUALITY ASSURANCE mesh/ EPS shape with a stillness steel trowel. t General: No additives are permitted unless specified in product mixing instructions. Gonforma to ASTt,i 0920, Type M. !rade NS, Class 50, Use NT, G, M, A ,ria V, Protective finish coats, of various thickness, in a variety of textures and colors, are D. Salt Spray Resistance: ASTM W17 Salt Spray (Foy) Testing; Testing period of int e Fnsure Reinforcing Mesh is void of wrinkles and completely covered with Bose .41 A. Applicator Approved bySerer Inc. performingwork o to s Sect a Ouse containers when not in use. Clean touts with soap and water Immediately after Federal Specification TT-S-00230, Class A; U.S. Federal Specification TT-S-001543A applied over the base coot 300 hours; No adverse effects. PP 9Y Coot so that no Reinforcing Mesh color is visible E. Mildew Resistance: MIL Standard 8108, Method 508; No midair rowth supported B. Regulatory Requirements. Conform to applicable code requirements for firiise use f. If required, I o second la Class A anal Canadian Standard CAN/CGSB-19.13-M87 t0 PART 1 -' GENERAL 9 PP g apply ger of Base Coat to achieve total nominal Hose after 28 days system. A. Senoritas Adhesives/Buse Coats: F. Abrasion Resistance• ASTM 0968-81, Method A, Na cracking, che'kin or loss of C. Field Samples: 1 Senerriex ALPHA Base Coat. Coat/keinfoung Mea' thickness of 1.6 mm (1/16'). Installation. 9• 1. Construct one field sample panel for each odor and texture, [ 2 x 2 ] feet in a. Prepare in a container which is cseon anal free of foreign substances Do not Allow Bass Coot with Reinforcing Mean to dry hard (normally 8 to 10 hours). Joint Design Cillill11; • 1 01 SECTION INCLUDES film integrity after 500 liters of sand. 2. FLEXGUARD 20 & 4 Reinfcircing Surface BurningCharacterise es: UL 723, ASTM E84, Test specimen consists of size of system materials illustrating method of attachment, surface finish, color and use container which hos contamea or been cleaned with a petroleum-Dosed product [ ] Mesh: ' May be ueetl n any vortical a horizontal pmt design in accordance with accepted b. Mix Bost Coat with a paddle and drill to a homogeneous consistency, before a. Install iLfXGUARD [20 AC 4] Reinforcing Mesh of all seas below sly (6) feet. architectural en inserin noetics. Joni width mould De 4-times eent:ci A SenerFlox Well System Composite wall (and soffit] exterior Icsuiation and finish base coat, reinforcing mesh and finish coat; Flame spread less flier. 25 and smoke texture. yeconsisting rigid reinforcing de.'loped less than 450. 2 Prepare each sample usingthe some tools and techniques to be used for adding Portland cement. Do not apply FLEXGUARD 20 Reinforcing mesh to EPS stapes mr, ement, but not leas thou 1 4 inch 6.4mm wide. paten 'n system of a, ri d insulation, base coat, mesh and finish cant eP P' panel q / ( ) CSI B. Schedule of Senergy Finish Coot H. Full Scale Diversified Fire Testing. Modified AS11.4 [108 for Vertical Walls, Nu the octuul application. c. Mix one port (by weight) Portland cement with one part Hose Loot Add Portland b Apply mixed [ALPHA] [ALPHA DRY] Base Coot to entire surface of insulation M significant contribution to vertical or horizontal Aa,mespreud and no toll-off of coating 3 Locate sample panel where directed cement in small increments, thoroughly mixing to a homogeneous consistency after board with ; staniess steel trowel to embed the Reinforcing Mesh Dimensions: • 4 Accepted sample maynot remain asport of the Work each additional increment. c. Immediately place FLEXGUARD 20 Reinforcing Mesh against wet Base Coot and For joint 1 4 inch 6.4mm to 1 2 inch 11.7mm wide, the width to depth ratio 1.02 RELATED SECTIONS and fire involvement of insulation core. ep D panel / ( ) / ( ) eD i I nm did ne 'i ible weight d. Clean, potable water may be added to adjust workability. embed the Reinforcing Mesh into the Base Coat by troweling from the center to the should be equal. Joints i 2 inch 12.7mm wide o► greater shouldhovesealantO I) • I. fiesta Thaw Reaiatanca ASTM Col 81; No visible damage y g y / ( ) a - gain cher 50 cycles. 1.08 DELIVERY, STORAGE AND HANDLING 2. ALPHA DRY Bose Coat• edges a Butl FLEXGUARD 20 Reinfacin Mesn at all ad' Irvin ed es; do not use to depth of 1/2 inch (12.7mm). Minimum joint size is 1/4 inen by 1/4 inch (6.4mm by A. Section 05400 Cold-Formed Metal Framing. J. Negative Wind Load/Full Scale Testing: ASTM E330 Positive and Negative Au a. Mlx and prepare each bag in a 19-liter (5 gallon) pull which Is clean and free 9 p 9 g fi.4rnm) ur A. Deliver Senerflex Wall System materials in original unopened packages with of foreign substances Do not use a container which hos contained or been cleaned bockwrop or bend around corners B. Section 07620 Sheet Metal Flashing and trim: Perimeter flashings Pressure; Withstand wind loads required by applicable coaos. e Ensure ReinforcingMesh is free of wrinkles and embedded In Base Coat oro that C. Section 07900 Sealants K. Measuring Relative kesis,ance of Wall, Floor, one Roof Construction to Impact manufacturer's lobos intact. with a petrdeeum Dosed productSurface Preparation r no Reinforcing Mesh cola is visible Z D. Section 09100 Metol Support Systems Loodin A6' E 695, 21.22 x 60 ID. Ira act Moss; No crockin ham a dr rnei rat B. Protect Sedarhex Wall System materials during transportation and installation to b. Flu the container with approximately 5,6 liters Oh gallons) of clean, potable 9 Fa ood odhesnon, the int interface must be sound• dean and dr . D endin or Z 9 9 ( ) P 9 aD 9 After Base Cont with embedded Reinforcing Mese is dryand hard (normallyB to 10 9 p y °p 9et • E. Section 09250 Gypsum Board of 1 8 m (6'). ovoid physical damage. waterg the substrates a presence of form release agents, masonry waterproofing, duet, iDos CD 1 flames do not C. Store SenerAax Wall System materials in coni, dry place protected from freezing. c. Add AI_PH11 DRY Base Coat in small increments, mixing after such additional hours), apply a Ioyett of FLEXGUARD 4 Reinforcing Mese over the entire surface, mortar a 'advice, orceitecturai parts a finishes, the pint surface may regwre a L. Full Scale Multi-Story Fire Test: UBC Std, 17-6; Results. ) o es including exterior camera a accordance with 3.04 0.1., to achieve foto! nominal Ban Q 1.03 REFERENCES• propagate beyond the immediate area of flame impingement on the exterior face of Store at no leas than 40C/400F. Protect from extreme neat and direct sunlight increment. q qbrushing, grinding, sondblautin solvent washingand/or primer die well panels. 2) Flame propagation does not occur vertically a laterally through D. Store insulation board flot and protected from erect sunlight and extreme heat. d. Mix ALPHA DRY Base Coat and water with a mixer ton homogeneous Coal/Reirforcnq Meets thickness of 2.4 mm (3/3'1') thorough wire g, w� A ASTM C150 Specification for Portland Cement E. Store Senoritas Wali System Reinforcing Mesh in cool, dry piece protected from consistency Ftexquad 4 reinforcing mesh shall wrap around exterior corners o minimum of 4 inches Tooling Cleaning; Li g the core neulatiurl tc the erne.' of the test panels. Florae propagation may be judged e. Additional ALPHA DRY Base Coat or water be added to ad st workabilit . in oath directions. Tooting is recommended immediately after application to insure firm, intimate contort Z 0 B. ASTM D1682 Test la Hr 1 odd and Elora anon of textile fabrics. exposure to moisture. may N Y C ASTM E695 Method for MeasuringRelative Resistance of Wail, Floor ono Roof to occur within the test Pc,Ims when e{rrnperaturos within the insulation core outside C. Senergy COLOR COAT AND FINE finrsn Coat D. Senergy Fin* Coat , Construction to impact Loading the region of direct flame exposure exceed 39yaC (750oF) above ambient. 3) Flame 1 09 PROJECT/SITE CONDITIONS 1. Thoroughly mix the factory-prepared material to a uniform consistency. witht the pint interface. Dry tooling is preferred, although tooling agents con be ;11.1m14 i D. UL 723, ASTM E84 Tests for Surface Burning Characteristics of Building propagation shall not occur to the first--floor wall panels extending beyond the 2. A small amount of clear„ potable water may De added to adjust workability. 1. FINE utilized. Excess sealant and smears adjacent to the pmt con be removed with Xyio Materials. or Toluol before sealant cures. concrete block walls of the test fixture either through core insulation or over 'he A. Do not I r U Senerflex Wall System in ambient temperatures below 40C 4001 E. ASTM 0578 Preformed Cellular Polystyrene Thenna! insulation exterior or interior panel surfaces Where the flume cannot be directly doservea, flame Provide supplementary heat duringnstollation and drying P period then temperatures 304 APPLICATION a Apply fine Finish Coat directly to Base Coat/Reinforcing Mesh with a dean ~ r notion shall be assumed to occur where the temperatures within the insulation 4 y P Joint Backing Bond Breaking Tape: CL Q F. ASTM G73 Operatingtight and Water Exposure Apparatus Corbin--Arc Type) V+rP q P stainless steel trowel to thickness required for type of Finish Coot specified. Do not 9 P DV ( Yp ) less than 40C/400F prevail. Closed cell polyetheene Docker rods ore preferred as pint bockng to control depth o' for Exposure of Non-metallic Materials. core exceeed 399oC (750oF) above ambient. 4) Temperatures measured 25 Rini (1') General Apply Senerflex Wall System materials in accordance with Senergy me apply Fine Finish Coat in areas to receive sealant. r from the interior surfaces of tris wan asaemDl within the second story do not exceed B. Do not apply Servers* Wall System materials to frozen surfaces a ecificatims sealant bead. Where depth of pint will prevent use of pint Doering, on oahesive G. ASTM G53 t eratir. Light and Water Exposure Apparatus (Fluorescent Y Y , P b Apply and level Fie Finish Coat during some operation to minimum obtainable Docked pd to r 2 JP 9 9 D PP t C. Maintain ambient tempeeralure alt a above 40C/400F wing and et least 24 Hours ye yteene tope should be needled to prevent trines sided adhesion. Join, U 177oG (350oF). 5) Flames oro not enter the second stay room. A. Senerflex Insulation board: thieacness consistent with uniform coverage. must be dryat time of sealant application • - UV-Condensation Type) for Exposure of Non-metallic Materials. Test after Senerflex Wall System inatwitatiot and until dry. 1. Vertical surfaces: Begin ot base from firm, permanent or tem ora support. H. A� f n BrickStructural Tile. M. Radiant Heat Ignition Resist mce of Exterior Wall Assemblies Test assembly and potable without foreign matter D Y VD c. Maintain o wet edge on Fine Finish Coat by applying and terturkg continually Soberly I-- IA.C6/ Sampling and est g B c and Clay U. Water CleanLe- I, ASTM 8117 Standard Method of Salt SprayF demonstrated satisfactory oertoir once during the 20-minute test period D 9 2. Apply horizontally Ina running bond. over the wall surface. (Fog) Testing. E Insulation Board Expanded Polystyrene; I,1i C578, Tess 1; Flame spread less Application: t•IIC::/ N. Test Method for Wafer Penetration of Exterior Curtain Walls by Uniform Static Air r i 3. Pre-cut insulation board to fit openings, projections. Insulation board must be a d Work Fine Finish Coot to corners, pints, re natural breaks and do not allow Mix n otcadance trite directions on tris product container labrb. Mixing shouldir- J A.STM E330 Structural Performance of Exterior Windows, Curtain Walls, and than 25, smoke developed Tess than 450 per ASTM E84• UL 123; minimum de sly Pressure: ASTM F331; No penetration of water into tee plane; of the innermost face single prate Ground cancra of openings Stagger vertical pints and turnery Stagger material to set up within an uninterrupted wall area. , 9 e Dom by Uniform Static Air Pressure Diflerence. 14.41 k m3 9 Ib. ft.3, K-6.09 er millimeter 0.24 er !nch ; 1 thickrness continue until the desired uniform color is reaches. Appy rite conventional caulking M K. ASTM D968 Abrasion Resistance of Orgoric Coatings by Falling ADroelve of the test specimen during the test period at 575 Pa (12 PSF) pressure differential. 9/ ( / P ( D ) ( K ) nsulation and sheething board pints. Float Fine Finish Coat to achieve flnol texture. eegwpment, filling the pint completely anal tool. efl minimum or as indicated on Drawngs; meeting the following. 4 Notched Trowel Method A I mixed Base Coat to entire surface of L ASTM E108 Mod Fire Tests of Roof Coverings 0 Fire Resistance: ASTM E 119; Fire resistance not reduced by odditial of EIFS. Apply Senergy Senergy Color Coat (Mod) g P D 1 Air dried (aged) six weeks, or equivalent, prig to ,rttaliotion. insulation board using a stainless steel trowel with 1 2' x 1 2' notches aced Apply Color Coat to the Base Coot/Reinforcing Mesh on EPS trim pieces and in sealant Maintenance: M FS TT-C-5558 Coating Textured for interior oriel Exterior Masonry Surfaces. P Impact kesistance: EIMA Impact SHigh 101.A6; 9 ( / / ) 'tweed c Standard impact Medium Impact High Impact Ultra High Impact 2. Edger Square withn .8 mm per meter (1/32' per foo )• (1/7') spurt Joints with a high-'quolity, latex--type paintbr,isn Damaged sealant con be repaired. Consult your lremca Fled Representative or N. TIBC 17-6 Full Scale Multi toy Fire Last. 2.83--5,54 J 5.65-10.1 .I 10.2-17.0 J over 170 J 3. Thickness. Tolerance u1 plus or minus 1.6 nim (1/16'), 5. Immediately slide board into lace and apply pressure over entire surface of board Work Cala Coat continuous) until a uniform a earance !s obtained f O. MIL-Y--114OG Yom, Cord, Sleeving, Cloth and lope-pass. Y D DP Y P Y DP Distribute or repair procedures P. Mil. Sid. 8108 Mildew kesstanct. 25-49 in.-lb. 50-89 in,-lb. 90-150 in.-lb. over 150 n---lb. 4. Size: .6 m x 1.22 m (2' x 4'). to ensure uniform contact and high initrai grab Do not allow boss coot to dry prior Arlon to dry thoroughly ( approximately 24 hours) prior to opplicltion of sealant primer (Method 508) 0, Tensile Bond Strength: ASTM C 297; [seer is 4811 Po (10 PSI) on various 5 Length and width' Tolerance of plus or minus 16 mm (1/16') to installing and sealant. Availability. r 0. AStld E 119 Method 1a lire tests of Guiding Construction and Materials. substrates, including masonry, gypsum sheathing and wood-based sheathing. F. Senerflex Reinforcing Mesh MIL-Y-11400; Bdonced, open weave glass fiber 6, Abut all pints tightly dna ensure overall flush level surface. Avowable from your local Tremco Field Repretsentotive, Tramco Distributor or Tramco R. ASTM L331 Test Method for Water Penetration of Exterior Windows, Curtain reinforcing mesh; twisted multi-end strands treated for compatibility with Senerflex 7, Fill gaps between insulation boards with slivers of insulation board. 3.05 CLEANING Worebouse. Walls and Doors by Uniform Static Air Pressure Difference. 2.02 MATERIALS Wall System components. 8. Allow application of insulation board to dry (normally 8 to 10 hours) prior to S, EIMA 101.86 Standard Test Method for Resistance of EIFS to Effects of Rapid d dirfl.XGUARD 4: Standard weight. application of Bose Coot/Reinforcing Mesh A. Clean adjacent surfaces and remove excess materia:, droppinys, and debris. • Deformation (Impact). A. Senerflex Adhesives/Huse Coats: FIEXGUARO 4 SELF-ADHERING for use on EPS shapes only. 9. Rasp hush any irregularities of the nsulation board greater than 1.6 mm (1/16') 1, Senorita* [ALPHA) Hose Coot: 1007 ocr is base coat, fieta-mixed with Portland 3. FLEXGUARD 70 Heavy weight, used only in combination with FLEXGUARD 4 at ell 10. install a onsfon rots and other its as Indicated on Drarin s Do not ani n 3.06 PROTECTION se 111 1. Radiant Heat Test Method to Determine Performance of m Exterior Wali [ [ '� p p 9 9 )e o-- Assembly e to R i nt H t an Piloted Ignition Source. cement; manufactured by Senergy Inc. areas below six (6) feet. Do not apply FLEXGUARD 20 to EPS shapes aesthetic grooves with insulation board joints O b y Expos a oda ea d qn > V U ASTM C 291 Tensile Bor,d Strength [2. ALPHA DRY Base Coat Dry-mix base coat containing Portland cement; G. Senergy Finish Goat: 100X acrylic renin finish; oft cured, compatible with Base C. Sernerflex Base Coat/Reinforcing Mesh: Bose Coat and) be dpp'ied so as to Protect finished Work under provisions of Section 01500 se c manufactured bySenergy oat; Finish colo factory mixed; Color F -02-2079-702-2, Finish Texture: FINE. achieve Reinforcing Mesh embedment with no Reinforcing Mese color visible. L v r 0 V.(MethodASTo E !6 Water Vapor Tronamiasiarn 9Y Inc.)r] - F--02-2077-422-2. Finish to be used in all areas except EPS trimpieces. 3.07 SCHEDULES ce B) H. Portland cement: Conform to ASTM C150, Type I, II, a I/11, Grey a White; fresh P 1 FLEXGUARD 4 Reirlo•ung Mesh (e� § 6 H. Senor Col r Coat Acr is boder, coating used on dl EPS trim lessee oda `�' Q w W. ASTM 0 2247 Standard Method for Testing Water Resistance of Coatings in and free or lumps. qY Acrylic P ( / a. Instal FLEXGUARD 4. o: es J us el • 100% Relative humidity. F-02-7079-101-2) and in sealant joints( color / F-02 2079 702 2) b. Apply mixed [ALPHA) [ALPHA DRY) Bose Coat to entire surface of insulation Senergy Finish Coot - MAIN COLOR• Q 2 I- 1.10 SEQUENCING AND SCHEDULING board with a stainless steel trowel to embed the Reinforcing Meeh. FINE FINISH 01-2077-421 2 Q 7 oto • 1.06 SUBMITTALS PART 3 -' EXECUTION c Immediately place FLEXCUARD 4 Reinforcing Mesh against wet Bose Coat and f- 0 =t 6 �� z • A. Coordinate and schedule installation of Senerflex Wall System with related work of embed the Reinforcing Mesh into the Base Coat by troweling from the center to the c r� al F- keel 4 A. Product Data: Provide data on Senerflex Wal System materials, product other sections. 3.01 EXAMINATION edges. Sanergy Colo Coat • Lt I characteristics, performance criteria, limitations oral durability B. Coordinate and schedule installation of trim, flashing, and pin sealers to prevent A. Examine surfaces to receive Senerflex Wall System and verify that Dens-Glass Cold d. Lop Reinfacing Mesh 64 mm (1-1/2') minimum at edges _ ' ' i I 1 COLOR CURT 02-2079-702-2 Cc O Q U B. Shop Drawings: Indicate wall [and soffit] pint pattern and joint details, water infiltration Sheathing adjacent materials are dry, dean, sound and free of releasing agents, point, e. Ensure Reinforcing Mesh Is continuous at comers, void of wrinkles and embedded ai ~ o -' behind the S tam. or other residue or coatings. Verify substrate surface is flat, free of fins or plana in Base Coot ore that no Mesh color is visible. Color Coot to be used on EPS trim ,ieces Color f.-02-2079-702-2 - thickr.ees, and installation details r Reinforcing irregularities greater than 6 rem In 3 m (1/4' !n 10'). Cora Coot to be used in sealant pints Color 02-2019-702-2 l C. Sornples. Submit [two] [ 12 x 12 ] inch size samples of Senerflex Wall System 1.11 WARRANTY B. Acceptable substrate is 5 '8 inch Dens Claes Gold sheathing. • illustrating Fine Finish / F-02-2077--472- 2 and Color Coat color / D /' Senergy Finish Coon NEUTRAL BAND COLOR 1-02-2079-702-2 Unsatisfactory conditions shall be reported to the General Contractor and corrected A. Provide Senergy Inc. Five--year materials replacement warranty for Swelter Well before application of the Senerflex Wall System. D. Certificate: System manufacturer's approval of applicotrx. n System rstallations. FINE FINISH fi-02-2078-421-2 F. Letter: System manufacturer's letter that materials meet or exceed specified • requirements. Senergy Color Coat F. System manufacturer's installation instructions: Indicate preparation required, installation techniques, jointing requirements and finishing techniques. COLOR COA1 F--02-2080-702-2 L'1 Z U • S' [ NERC Y LI S SPECIFICAI ' QONS a 0 O 0 >r w 28.327. 26.3 (!_4_.9 24.7 0 't V Ali � Q 1 d m n N • RUBBER MEMBRANE OVER s • � � • • DOSTING LANDLORD PROVIDED CONSTRUCTION •--� 3/4' EXT GRADE PLYWOOD BY -" 2 • G.C. • UJ U • U a --_moi I - / ,.. r. Z Z _o o Q Q ,. , , , F-- 0 cr • ! I NOR © STROM o > Lei 5 .....J DASHED LINE INDICATES SECOND Q Cn Q FLOOR SLAB /"_ V ' 2 I` Z r o �s --- "- a h - LL Z i.;:. IS - i 1,,,U 0 = Z ce 1 1 n `/ v) g g ,6 I I o t o u, ,R !^ ° 2 CC _ � I Cf) � REAR S70REF CN? DESIGN STILL iN CC <� O w PROGRESS ANT NEGOTIATION WITH r (� Z en C] z MACERICII AP!:) MF MANAGEMENT Q W Q w LU m a in a m x Q rnF- lin Y • P� r< r - 3' 6xx.' O' HOLLOW METAL , ' ; ,' ::_::_,_ ,.\- f// DOOR PROVIDE '�-AND INSTALLED BY G.C. REF':R TO DOOR 1 \ ' I / \ I ZAViD ALLEN Y SE re • / SCHEDULE DOOR tfA FOR DDDR ANU n HARDWARE INFORMATION G.C. TO FILL IN SLAB DEPRESSION ACROSS 7-ENTIREREAROF STALE AND MAPLE LEVEL ' 7HI0 [FIRST FLOOR SLAB WITH REST OF SLAB. REFER TO A1.1 FOR / ADDITIONAL ,':FORMATION / \ / .'() V`(. , r I - - --- - - --_ _-_-_ �_ _ -y_ ___--_. __ - -- -- -- -- -- __ - - - _tet -- - -- a • 05227 • SHEET 1 STOREFRONT' ELEVATION A8 . lB I - SCALE 1/2" - I - 0 - .. • , ., a Pr .«v..raermo+.+,�+..eaa. .mm ?,ntrAwo nnta'e1 ,�, », ..i - ` II, ' 11 ItMl '•i •tiMw. u,n ex•t Ir_' ..i ,. .�M *I'.' ,! �r....•,. '. , i(' LEGIBILITY STRIP .i5e7eigioli 12 ;n I4 ' g , 1 -, 2-»•y. ?1 ,3 e-6� . f2aa0 #� 3 0 X . • , ''i I I pn e 9 i �s «, damn k .titalt,t i�,+,tJ.th[ 11di]1'•: . ' ' !IL-1).1141Jkaai. �l1.ki,!lea,t il.U.li11,!14.:allth1.1J1l1 baa,[ [i hull l lili�.ii!ialtltl ialdeli14111 '.".'..:-..'''''' ''''. ''' ' . '''''''. 115:::':::::'i . . . ... 1":''.''':' .'. ..., _ P i .. ._a..- .a�,.,,... a. .�.-, �. s....: .„.•-�t_... ., , ... _. • "yF r1•h, i • • : vI ..'� y 4 •hk ',:r.:. �, �`'.rY. v. 1 ;hit r f•`'. /j - - _ • N***N\. I:4; , . I/2" V-GROOVE wb;._t J oi8" X 18 GA. (SF-I) PANELING ON METAL STUDS WELDED --Ar- __-_. _ _ TBOX LOCATION OF EXISTING UN 5/8" GYP. BOARD " TOGETHER SEE LIGHON A/A8.3 _ -T -�- MALL COLUMN -- ,- DOUBLE 3 5/8 X 18 GA. I I 1 28.3 % METAL. STUDS WELDED �Fe) o LEASE LINE TOGETHER FOR LIGHT BOX i1 I 1 ABOVE - SEE SECTION A/A8.3 -, I - - - ---- O\ 1 1I ' r^ \:___ I I I y - -_ - - I` Tf .II- - - - - r -- T" v 1r - r --� - - T -_ - - __ �_/ ,4 -a�wN M , itt I i T I 3 5/8" METAL STUDS1/2" V-GROOVE (SF-I) I I " Ifo" O.G. (TYP) PANELING ON ON5/8" I �_- 1 11111/11 DOUF3LE 3 5/8" X 18 -I/2 V-GROOVE (5F-I) - • GA. METAL. 5TUD5 I PANELING ON 5/8" ! I WELDED TOGETHER rr"""4,-N"� GYP. BOARD -- LINE OF c:ROWN Ck 11 j; 7----1r,�,-- (INE)E OF CROWN GYP. OAROWn ! F ::::P •I 1-••••• IT- LINE OF BASE MMr fl' -- d NEW DEMISING WALLr 3 5/8" METAL STUDS ___� ( ,/ �---•-T-- _J BULKHEAD ABOVE SEPARATING KID'S ___ l �----•----�- - - - 16 O.G. TYP _J CI 1'i STORE AND ADULT'S ( ) - . • STORE PROVIDED t \-- _ __ --DOUBLE 3 5/8" X IB GA. 1::) INSTALLED BY G C. - �� rB`\ G.G TO PAINT RECESSED "`-� LINE OF LANDLORD ✓� - '� � __s ! ) METAL STUDS WELDED �I LiNf OF LANDLORD ` ---�- -• -' ', I Aq.l AREA TO MATCH MALL F'N15H BULKHEAD ABOVE �..---+---- • BULKHEAD ABOVE -_._� -f= ( a ► TOGETHER FOR LIG�aTBOX > -' DOUBLE 3 5/8" x I DOUBLE 3 5/8" X o7 �7 OFP. ABOVE - I SECTION • IB GA. METAL - 'J O /� 18 GA METAL. 1- , :,) .� 'TI B/A8.3 i• .1 - J I LEASE LINE E m TT1 AC STUDS.- %' p / STUDS. -- ' L .,_ 3/4 METAL REVEAL -?'� pCD eD l9 +---- -. m I�g1 l COaT I� PROVIDED BY ",, Ir �^- \ I 'A J • -MATCH MALL Z LANDLORD, INSTALLED / 1 __ __ Ti - N� I �� ! BASE LI • I r- �-} s t EXISTING DEMISING WALL ~ MATCH MALL BASE I i f, i„ 41 Q M -1 it 4 �' r` i, 1 * ,�_ -_ .�fi --1� , �L- .. sI METAL STUDS W/ 3/4" BLACK L. _ - _ __ _ __ _ L3/4" M.D.F. ON 5/8" o " ", METAL REVEAL BY --- ---_- t --3/4 M.D F. ON 5/� O O, EQ Q �� GYP. BOARD (TYP.) LANDLORD. TENANT G C TO L • " - x T I r- s GYP. BOARD TYP.) ,* , I o (T ) I PRnVIDE 5/8 TYPE X GYP. CI) i---x I,-0„ 3/4 M.L.F. ON 5/8 Q N ( ,HOE MOLD (SEE .r. ON TENANTS SIDE AND • GYP. BOARD (TYP.) I --SHOE MOLD (SEE ( c� • ---SHOE MOLD (SEC I - DETAIL J/Al2.2) TYI'. - - _-- - _ DETAIL J/Al2.2) TMP. FINISH TO I HOUR RATING • DETAIL J/Al2.2) T. p. I- TRIM BOARD *2, CUT Ipar:Z ' -TRIM BOARD �2 CUT ----TRIM BOARD *2, CUT 1 O TO SIZE (SEE DETAIL - I �' • - TO SIZE (SEE DETAILI TO SIZE (SEE DETAIL I J/Al2.2) TYP. J/Al2.2) TYP. LEASE LINE - • J/Al2.2) TYP. _3,. s LEASE LINE - L. - LEASE LINEL -�- -w- __.l I 2'-2 .. Y (GYP rO GYP tLINF LINE OF TENANT )I OF TENANT LINE OF TENANT (GYP. TO GYP.) AWNING (ABOVE) I 2 -4" AWNING (ABOVE) AWNING (ABOVE) 2'-4" (FINISH DIM r - ' N. c,_N^ • > (FINISH DIM.) is ADULT'S STORE ADJACENT TENANT„ • x H i KID'S STORE ADULT'S STORE W -ABERCROMBIE *134 A*F *q72 - A*F srg72 f ) V v T ►- u of DETAIL,. A DETAIL DETAIL W Q n SCALE I I/2" • 1'- 0' l SCALE I I/Z' • I'- 0" SCALE 11/2' - I'- 0' i oQl j--- O 111 C, Q z i� Z - in 8 N t'4n --- ' 71-7---] -_ I/2" V-GROOVE O 'I • • IL • .... (SF-1) PANELING I o ON 5/b" GYP. ► BOARD 11. 11)NOTE - ALIGN )'(l TRANSTION 5?RIP7/7---- 1 W/ CORNER OF Z • 4...L....) • WALL BASE p 27.3 in w 71( I ---+_STAINLESS STEELcc BASE DETAIL 'G' I 1 TRANS STRIP �..�4 -- (SEE D/Al2.2) , ti _ , o p in n --rl\f ` I is 4 , , I 1 j • w i _6 I �,-C l LINE OF SAW CUT IN K ! •• Q ( YP TO-GYP) FLOOR TLNANT CONCRETE 12. I i .. w Ir r 1' - Q II I/2" V-GROOVE SF-i L J I '~ -LINE OF SAW CUT IN TENANT I ' ' it 4 0 cc 0 W I ' Q CONCRETE FLOOR ----1 B I L-== ., J i 0 PANELING ON ON 5!8" GYP. T 'T�„- ! ! Q BOARD - •10. G �J w �_ . I I c �•�,,�� -- I Aq.l .,� - m DOUBLE 3 5/8" X 18 GA METAL. - ,._ __ " ` - - I , . STUDS WELDED TOGETHER FOR Er- -r r L - -- -}-----'- 3 5/8 METAL _STUDS N LIGHTBOX ABOVE - SEE �-••- 1--$1-1., ---r •-- 1= . -- - -- ._ - ..- - - L-- 16" O,C (TYP) _ SECTION -'- -- -J �, -1/2" V-GROOVE (SF-I) C) r - _ - -- - - - �iH I - _ _ _ _ _ _ . - . ,,, Y - _ _ _ _ -� _� .- _ _ - - - i -I. � I -.«- PANELINGONON5/P" • .7\ 1L-- -- _ f+ _ _ T ---;1 - - - - - - -_ v 9.1 - - -,,.K 4 rt STUDS • li" O.G. ill�f \ _ 7--> „1 - `�_ _ - - _ _ _ _ - - - , V 1 •- } rty�� _'�- DOUBLE 3 5/8" X IE1 GA. METAL t1 w I 1 STUDS WELDED TOGETHER FOR CO LINF. OF CROWN I I"I' FLUSH PLATE INSTALLED BY G.C. "I LIGNTHOX ABOVE - SEE Z (ABOVE) -"- I FIELD DETERMINE EXACT LINE OF BASE I TRIM BOARD #2, CUT TO SIZE LOCATION j \ SECTION A/AB.3 0 '. (BELOW)- / (SEF DETAIL J/Al2.2) LINE OF DOUBLE JOIST ^ 0. " -- -T LINE OF BASE (BELOW) CI) q CC ? I LINE OF WOOD SILL --� CC EMM): --- �-�_=Zr.:.7.�Z Z-Z�V_7" -1----- r-1 -SHOE MOLD (SEE DETAIL - (BELOW) a I/2" TEMPERED � J/Al2 2) (ABOVE) - SEE SECTION I > I �� G/A8.3 p -, GLASS LOCATION OF EXISTING MALL I I 0. `J % s I 1/2" TEMPERED STRUCTURAL COLUMN v `r L GLASS _ T 1ii. w", _) B OPP. - TEMPERED GLASS DOORS `• `' � LI :(37 1 DOUBLE 3 5/8 Y 18 GA. METAL FROVI�7ED BY OWNER, INSTALLED - _�., j _ (n h l4 - -AP t SIM/ / STUDS WELDED TOGETHER FOR BY G G - SEE DOOR ..40 -a i1 Z �) Cr tom. \ _ H� ill LIGNTBOX ABOVE (TYP AT 4 ,� ` Q s' ,� / LOCATIONS) - SEE SECTION N 'rr I� � _ � ._ - - - - - -_ - -_ - - - - _ - , _ � _.J._ ___ - - __ - .....1,.p. -. _ �. � ...._ _ t90GALMETAE a B� X -_ - _� 0. �-_� .�. , ne, _ STUDS. LL cV c� \ oa Q Z_ ! - oil • ,.�` ZA i. , B I LL. Ca I- • p w ,� L..-,. - - i al { 1.1J CC Z c� y - - a - q v m a- -�1 LLQ pp 1 --.... ,. Lam_- f, '"� � s. - f- V, . - _ ' �-r GYP BOARD (TYP.) '' _ a -- - SHOE MOLD (SEE EG EG • - GY M F. ON 5/8" '2ED AR • • ' GYP. BOARD (TYF.) DETAIL J/AI2.2) TYP. {LEASE LINE TRIM BOARD s12, CUT I v`c�l�' • C.lTTO SIZE (SEE DETAIL * SHOE MOLD (SFEJ/AI2.2) TYP. -_ - nA/iD AL SE ---... ,rj DETAIL _I/Al2.2) TYP. r. -- TRIM BOARD n2, CUT LEASE LINE------- -- •-II TO SIZE (SEE DETAIL LINE OF TENANT J/Al2.2) TYP. t --8" r 7'-2 5/16" 8" 7 -2 5/16" 8" L • AWNING (ABOVE) -- --- ---.________.__ ._.._.. _._. (CRITICAL DIMENSION) (CRITICAL DIMENSION) -- LINE OF TENANT ,� kIo • ?'-I AWNING (ABOVE) ^ a Ii'-4 5/8" 2 -'4 ' �� (GYP. TO GYP.) ------ - -__ r (GYP TO GYP.) ( r o�k (GYP TO GYP) d -0- ---------_.-_-2. 4 (FINISH DIM.),- _ -- --- r __ 16'-1 5/8•. 2,-4„ (FINIQH DIM ) - - (FIN15N FACE) 05227 --- ------------'---- r;I,. j (IT' - -- SHEET D - DETAIL 8 . 2 SCALE 11/2" ,, 11- 0" •m., �... } I.!.' II III i I ,-. I , err, 111 IL'Il�ll�ll!III�,LilllllI it LEGIBILITY STRIP !'' 3 4 5 IOmr. r* Id I I 12 13 14 I 16 17 I'8 19 20 21 22 2? 24 2�+ 2B 2 td 2q . . -• . 611 - H0411 « 3 0 f',11 I,1.14;.1411:1.1.4.,1 ,44: 11itt !1.1.: . 111d..C1111-171.11.I.,11111. 11111.1ti .IJ.!.hithb.lati !' ,.l 1,14 . 4l;.l 4, ' . , . l r: �t i . + •4• T, \� ''.y.'•!,'-, .f1.. y_^ • ' ' ,'v'rt1:5 y.r • • • S .. ' } •-) .. . . . . . . , - It - -- G C TO COORDINATE O } I , G.G. TO COORDINATE -- , ' STOREFRONT CONNECTION TG p STOREFRONT CONNECTION TO GC. TO INSTALL- ONE LAYER OF / MALL CONSTRUCTION WI TN �' t / MALL CONSTRUCTION WITH GYP BD. TO BACK SIDE JF MALL REPRESENTATIVE I I MALL REPRESENTATIVE MALL FASCIA TO DECK ABOVE IF / - �, I • 1 On I { - - - NOT ALREADY DUSTING t REO'D l - -- --- G.G. TO PAINT TO MATCH• BY CODE } .J / -- - --- - G.G. TO PAINT TO MATCH N t • } MALL FINISH ' 'Z 7in4 MALL FINISH 1 ABOVE MALL FLOOR ' _.-y�-10' A F.F T -- ABOVE MALL FLOOR I() =.,...-4 I1 • CROWN ASSEMBLY TYPE 'K'L - --- Nr '"�► a ._.............„ (SEE DETAIL K/AI2.2) M r -_ tp • I r - I L0,1 '11:: : 20� I rog: III N. r \ G.0 TO PROVIDE AND INSTALL A 24'x24' Z ACCESS PANEL IN BACK OF LIGHT BOX -METAL BEADonwiea • • 3 5/8' METAL STUD BRACING 148' METAL L-BEAD FOR ACCESS TO LIGHT FIXTURES. (I) ' • 0 C MAX SECURE TO STRUCTURE \\ ACCESS PANEL FOR EA RUN OF LIGHT 5 Q • ABOVE (NOT TO DECK) -------1 \ f ._ - - - I WOOD LOUVER SUPPLIED BY BOXES REFER TO ELEVAT1 N FOR METAL J DEAD ASL I �� OWNER Ir�STALLED BY GC LOCATIC:0) ON OF PANEL INSTALLATION FOUR SIDES `� G.0 TO PROVIDE AND INSTALL A 24'x24' 1° Z ACCESS PANEL IN BACK OF LIGHT BOX METAL J-BEAD ALL I SURFACE MOUNTED LED it FOR ACCESS TO LIGHT FIXTURES I FOUR SIDES• ' a LIGHT STRIPS O \� 3 5/8 Ib CaA iETAL STUD c, ACCESS PANEL FOR EA. RUN OF LIGHT in LEASE LINE FRAMING • LIG' O.C. CONTINUOUS ACROSS TOP I _ AND BOTTOM W INUOW I 1--- BOXES REFER 7O ELF-NATION FOR I MULLIONS REFER TO - 7; Q LOCATION OF PANEL INSTALLATION - ---- - SURFACE MOUNTED LED �. ) _ I' X 2.1 GA. F7Rr1 DECK ENTIRE ELECTRICAL DRAWINGS - I t c, LIGHT STRIPS v 4 } - -- BYE BEYOND OF STOREFRONT LENGTH OF PLATFORM, I I CONTINUOUS ACROSS TOP S �4 2-b ' A 3 Ca) FV- /61.14 AND HOT TON WINDOW • 3 5/8' b GA. METAL STUD MULLIONS. REFER t0 1 Aq'1 I l� 12'-ell kFl r1:) FRAMING y I6' O.C. -- -\ ELECTRICAL DRAWINGS _ ._- J �� - + + -� EEf - + + ABOVE MALL FLOOR - ,- I' X 24 GA I'CN2M DECK ENTIRE I Li - I ♦ + -- __ _ _— _ _ i --CROWN A55EMBLY TYPE 'A' O LENGTH OF PLATFORM — — —_._---- _-- __--+ +- r NG LA - \ A_ I - ■ (SEE DETAIL A/Al2 2) cp 7-0' 3 1.11,0=11 , __-___ TWO (2) 1 5/8' x 8' r Ib GA METAL. T I A9.1 I 12'•i' A.F.F. _ CHANNELS WELDED TOGETHER; ATTACH 'C.1,4'1 • i J •` /` f; \ ` w : __- -- 1- -4. -- -_ -- 5/8' TYPE 'X' GYP. BOARD, 1 __, ABOVE MALL FLOOR ------.-- DECORATIVE END TO JACK POSTS WITHIN PAINT P-I E._ -\ + + \\ + \\ + -- �+ DECORATIVE COLUMNS -- --- - --. - -- -- _ - 12' HIGH INDIVIDUALLY LIT + t \ + + \ + + + .--4 J TWO (?) 15/8' x 8' x Ib GA METAL g.. --��-- _ - -'-- --------CROWN ASSEMBLY TYPE 'A' I SIGN SUPPLIED AND INSTALLED REVERSE CHANNEL LETTER CHANNELS WELDED TOGETHER. ATTACH EACH • I (SEE DETAIL L/Al2.2) HY OWNER (SEE SHOE END TO JACK POSTS WITHIN DECORATIVE T G.C. TO FRAME CLEAR OPEN ti<, f DRAWINGS) - -' -- -� ---- --3 5/8' METAL STUD FRAMING 3/4' M.D.F. LIFT OU ACCESS PANELS FOR ' COLUMNS. REFER TO PLAN DETAILS FOR \ FOR SIGNAGE INSTALLATION o POST LOCATIpVS (TYF'. 0F11 ---- - -• --- MAX- - - � Ib O.C. SIGN ACCESS REFER TO SHEET A3 I FOR , w PANEL LOCATIONS SEE DETAIL A/A31 '-'--_____.___ ANIJ SERVICE --- Y j f -- 5/8' TYPE 'X' GYP. HOARD, REc ESE>ED DOWN LIGHt w e9> _ F 3 5/8' METAL STUD ..t::.) -7-1- \_ I I'-4' I PAINT P-I 3 5/8' IB GAGE MTL STUD (REFER TO LIGHTING PLAN)--1 \ '- ~ oou�_tt % BRACING i 48' O.C. . �� II ' 4 ' A-3• I FRAMING Ib' O C ---- - - -- �`-- I �. w i1 ;LI 12 • 5/8' F.R.T PLYWOOD (TYP.) - ---- - A9.1 I - -- 1r rx Q , Q 8 ES / gi., g 411,10.'2 I' A-F-F _.------- v -1- �_ + + +1 2 1/2' METAL STUD FRAMING -- _._ 1 1 C- 1 C)rn- d� L Q ABOVE TENANT FLOOR I ti 1W'^^ IQ'-Q' A_F_F �� --....- i - 'C ! ''-- .-- , -- ---• 3/8' T t G BEAD HOARD 5F-4 - - 5/8' TYPE 'X' GYP BOARD -----/ Icy I �. r ABOVE MALL FLOOR ( ) `��' I ABOVE MALL FLOOR . a o u t- I + + + + �- PANELING ON 5/8' F R.T PLYWOOD - s + + + LS -- -- ---- --- -- CROWN ei - RIPPED TO WIDTHn �- " JCROWN ASSEMBLY TYPE 'A' �-• _ 116+F. _•. _�„ c' f ��(SEE DETAIL A/Al2.2) ON 5/8' . - - ------ TRIM BOARD u2 CUT TO SIZE — " (SEE DETAIL J/Al2.2) ON 5/8' F R 'f PLYWOOD A5 :MOWN -� -T (SEE DETAIL J!Al2.2) j ' AL2 A�.F_ -__ --- s �� `.■ 4 EO EO 4 ' ' F.R.T. PLYWOOD AS SHOWN / Y ABOVE TENANT FLOOR - 70 TRIM BOARD (SEE 9'-2 I/4" �° .AFF _I _ DETAIL J/Al2 2) ---- --- f - 9 2 I/ -- - - TTT I fr { I �/ q BOTTOM OF MULLION Y BOTTOM OF MULLION ;III --- -- - 3/4' M,DT. BOARD ON 5/8' • TRACK LGHT tG REFER TOF.R.T. PLYWOOD; SPACKLLIGHTING PLAN FOR TYPE I' I_ a I TRIP BCARD •2 CUT TO SIZE AND QUANTITY- --------------------- I • ' �. • BOTTOM OF BEAM B I (SEE DETAIL J/Al2.2) ON 5/8 IRRE DEITO PAIN SAND SM ; "H• .00D LOUVER SUPPLIED I _ _ •------- TENANT CANVAS AWNING AND III F.R.T. PL''WOOD AS SHOWNzBY OWNER - - - - - - --- - -_-_ ��. �_ FRAME PROVIDED AND WOOD LOUVER --------------- �1 I O . IIINSTALLED BY OWNER - I A-2 I AF _ I I A9.I IM - I- .__. . Aq 1 I i 1 8'-0' A.F.F, _ I _ J --_ I — I 1 • rBOTTOM OF MULLION - . I L --- �- b AWNING SKIRT 8'-0' A,F.F. _ (.._ Ii ,iBOT70M OF MULLION NT-9' A.F.F._ .._- / BOTTOM EDGE OF AWNING Y , w LINE Uh TENANT AWNING ON { (; I -- --- EXTENTS OF DOOR 5'OP I FRAME (BEYOND) .. L_' iii ce I I I (BEYOND) o Q , _ I I IIIJIL çT) (AWNING) I a. 8' -4 I'-b i/ ' N 2 0) VARIES 2 (L.L. TO CL, I I I U OF GLASS) �_ 4'-`a UJ • -, i WOOD DOORS WITH 1/2' TEMPERED I (FINISH DIMENSION) U a I GLASS SUPPLIED BY OWNER, INSTALLED I .<Q BY G.C. (REFER TO DOOR SCHEDULE FOR I I I ADDITIONAL INFORMATION) -- -- -, I I CO t� I Z a Q 1/2' TEMPERED GLASS f - " - - - cr 0 ca - -- 3/4' M.D.F. ON 5/8' CC GYP. BOARD I I Ta.w I C/) a I I I �1 i= I Z Q LEASE LINE - - LEASE LINE "� O J © ; — r < Cn - EXTENTS OF DECORATIVE 0 • IZ �~ PILASTER (BEYOND) �. �._ -- 0 H I - EXTENTS 0� DECORATIVE C7 N II 1 I I COLUMN (BEYOND) LU L_ I- CV • i I I Cl) « r. . . . .......... . . . .. ..................... .. .. . ....C) - - a ZL(X.ATE ASSHON 5EE LU (/)ALL A.FF. HEIGHTS ARCED TENAN?S INTERIOR FINISH FLOOR UNLSS ELEC. SPECS FOR ADDITIONAL m QII NC7TEDOTHERWISE I INFO (INSTALL WITUT O Z 2 w— - EQUAL ..._ COVER PLATE) C� c 0 CC _ 0 FLOORINC,_ NOTE -- SHOE MOLD (SEE DETAIL W (' Q I DIFFERENCE BETWEEN TENANT FINISHED FLOOR AND MALL - J/412.2) 00 Z FINISHED FLOOR (OR SIDEWALK) SHALL NOT BE GREATER --- TRIM BOARD #2, CUT TO SIZE (k 2 IX THAN 1:20. IF FIELD CONDITIONS PREVENT T1415 G C. IS TO j J I I )// (SEE DETAIL J/Al2.2) 111 CONTACT CONSTRUCTION MANAGER AS SOON AS POSSIBLE. /-- C7 Q --- - - '31.1 I err I ---- COVE MOLD (SEE DETAIL Q cn __.______-.--- -__-- �- _ _ _ J/Al2 2) ��h AR r — 3/4' X 10' POPLAR TRIM r� ' i/2� V-GROOVE (SF-I) r-1- _ . \ , SAWCUT BY G.C. - PROVIDED, INSTALLED BY G C. r' /(\e' i• ,I-- _ I :=_-_--‘i.,,:_-_:,:-:7-_-_,-_, TENANT FLOORING OVER SCRIBE TIGHT TO FLOORarlDAVID ALLEN Y 9F I BASE #I (SEE DETAIL J/Al2.2) • EXISTING CONCRETE SLAB -_. IOP OF TENANT FLOORING TO • TENANT FLOORING OVER EXISTING -� - --- BEGINNING TRANSITION BE FLUSH WITH TOP OF MALL �, I1;,CHIG �' CONCRETE SMB ----- - --- I I '-- ----.____._._ b' STAINLESS STEEL BASE � \ ikt SUPPLIED BY OWNER, �/ I / FLOORING I INSTALLED B r' G C I • ,�\ r■ I ) "I 0'-0" A.F.F. IN - ---- 0' 0" A.F.F. I t,O 0161 # 1 SLOPE DCJW " x Iltraa,l■n■■■.n....■■.� `j AT TENANT INTERIOR . -�� -Jj AT TENANT INTERIOR 1* FINISHED FLOOR I • - - FINISHED FLOOR _ MALL FLOORING M2 TENANT FLOORING TENANTS__ __-__ - ______ ]_MALLFORINGTENMf5 ALEX CJZ27 - T MATCH MALL FLOORING BY G.C. FLOORING FLOORING - MATCH MALL FLOORING BY GC ! SHEET — — — STOREFRONT SECTION AT GLASS STOREFRONT SECTION AT ENTRY �{ 1 n 1J A SCALE I I/2' . I'- 0" SCALE 11/2" . I'- o" I ` s 3 3 , : I I IIIII;IIIt1111! I I 111 ILII ILII !III•iIII ILII Illi li1I I I I ii ly i i1 1 I II I x.Mr,'«ana,,,,,,0,,4•4111,1111 1,,o., '' 7 • •'l+° . , cm ' I I I I i LEGIBILITY STRIP o i 2 S d I • ',_ IOmm.Icm B 9 0 I I 2 14 16 17 18 10 20 21 22 23 24 25 26 27 28 ?r, 3 + of r, t1 II I I1 III II'III I1 I1'�I'�1fI't I'I I'1l'11+I1 ��1I''I� I ,�J IMMI4M itiaiit'H1141 uaithial . '„ I ( I :r.�L,Ir41-1-M1�r�141.141.e 1J..SM� 3 0 X 4.1.114,4,11104' :iw�ti ti-4141. .1. I 1 1 , r.MM+.t�d-W7�hIthik•LL'aii.i;i..1 I NI C . j�jt • t t, a>„ u ;. — - - _ _ c s ('-• ., , , • AJI 4 ,t- • t 7 i j. p_ • ...___,_:_,•_____ ----- MALL BULKHEAD ABOVE + - MALL BULKHEAD ABOVE r 1,' G.C. TO COORDINATE I G.0 TO CO DINATE G.C. TO COORDINATE CONNECTION ralZ • STOREFRONT CONNECTION 70 I STOREFRONT CONNECTION 70 • TO MALL CONSTRUCTION wiTH • MALL CONSTRUCTION WITH _ MALL CONSTRUCTION WITH MALL REPRESENT'•I IVE LT.:, MALL REPRESENTATIVE -- + ' f / `MALL REPRESENTATIVE -_ y G.C. TO PAINT TO MATCH - G.C. TO PAINT TO MATCHN ,,j iEX1511NG LANDLORDPROVIDED •iMALLFINISH �j i 1 MALL FINISH �� w' \I ♦ I ""4� 1 f 11" G'JNSTRUCTION t •", t Ir_r_14 NEW METAL ROOF ASSEMBLY W/ _ , RUBBER ROOF MEMBRANE OVER -�AES----- � 15.-1Q A F.F j) ABOVE- I ABOVE MALL FLOOR I ABOVE MALL FLOOR G.C.-- C EXT. PLYWOOD BY 30'-IU 1/2' ABOVE SLAB imu. - - 13'-0' 1 I LANDLORD PROVIDED OPENING -'-- - - ,;.� -.- ��, v \ STOCKROOM CEILING S `'r 5'OPE _ ' � u.� �. • CROWN ASSEMBLY TYPE 'K' (SEE --- --- CROWN ASSEMBLY TYPE 'K' (SEE • 30'-7 1/2' ABOVE SLAB _ ` /4' _ / N7 • DETAIL K/Al2 2) ON NON GOP6 DETAIL K/AES 2) IT NON• K' IB TOP OF POP-OUT (FRONT EDGE) r-G.G. TO SEAL WATER .�,.. • ' BLOCKINGASREQU REDBLOCKINGASREGUIREll - 04 / TIGHT (1) G.GTOSUPPLYAND ?r INSTALL METALFLASHING� --'� - TRIMBOARD al (SEEDETAIL �rrRl 1 BUARp nl SEE DETAIL I J/Al2. ) / rine "mil ( BEHINDMALLEXTERIORSHOE MOLD (SEE DETAIL -4- - SHOE MOLD (SEE DETAILFIRE RATED CEILING ._ _ 1. ...11/ FNISH Z • \ \ J/A122) J/Al2.2) ASSEMBLY PER U L nP506 i j ` �- -, NON-COMB BLOCKING RESER TO DETAIL A/A03 - �� Q \ / FRESTOPPING AS RE UIRED - Z \ TO MAINTAIN RATED CEILING. \ (TYP BOTH SIDES)-- \ p $1miliC) • n 5/8 TYPE X' GYP BOARD -y- C.) . 1 I \\\ �' I '�-' _- --- 5140E MOLD (SEE DETAIL 3 5/8' 16 GA. METAL STUD - ----A - Q ABO/E SECOND FLOOR FINISHED PAINT P-I I J/AI?2) FRAMING f 12' 0.0 • BATT « ° FLOC? ri U.L RAILD •1'-0' FLOURESCENT LIGHT • I f INSULA ' BY G.0 FIXTURE MOUNTED TO WALL A5 SHOWN. U �/ T ------ ?'RIM BOARD al (SEE DETAIL `` \\\•\ \ v J/Al2 2) NEW SYNERGY EIFS REFER TO ELECTRICAL PLANS FOR r•C . \ \ / -- - Of MOLD (SEE DETAIL ' - -�2 l� �''F'f----- SYSTEM REFER TO A8.18 FOR ADDITIONAL INFORMATION `� / - .✓Al2 2) �\ ABOVE MALL FLOOR SPECIFICATIONS -- 1 m1v• ; 110 ---INw - - 5/8' TYPE 'X' GYP.(BOTH i I I /--- TRIM BOARD *1 (SEE DETAIL ( /'� SIDES) BOARD OVER 3-5/B , v I "'� 'v J/Al2.2) I 1 - CROWN ASSEMBLY TYPE 'A' p G.URRIDOR TO PAINT P-4 I , I (SEE DETAIL L/Al2.2) < \J , 12-O AF F \,4 _ [NON-SALES ABOVE MALL FLOOR "---- LEASE LINE � - - - - CROWN ASSEMBLY TYPE 'A' _ i . • (SEE DETAIL L/Al2.2) -�- 5/8' TYPE 'X' GYP BOARD, LEASE LINE I PAINT P I J i T -� T �` oLli i I KID'S STOCKROOM X w l TRIM BOARD nd (SEE DETAIL X -TRIM BOARD n.d (SEE DETAIL I _ • F iu ( 1...--‹ * J/Al2,2). TRI`1 TO AL GN / I �� 1 J/AI2.2). TRIM TO ALIGN I a i w • rr ACROSS STOREFRONT (TYP AL!. I 1 -+v` ACROSS STOREFRONT (TYP ALL 0 3-I• I ffi ac a ( \ SECTIONS) ! 1 SECTIONS) i Z cc a a J j a )k .\ / Z 0 _ 1F ` t--- 0 a w t az , Z to a 1- 0a • icy-0. AFF__------ _ ( 10'-0' A,F-F < r • �* I ABOVE MALL FLOOR , � / I V ABOVE MALL FLOOR I I w d u ' w' J nw G.C. TO CUT EXISTING SLAB BACK • 3' TO ALLOW MINIMUM WIDTH FOR • Y� �v ` INSTALLATION OF STAIRS r.m. ""'''''. F • - CROWN ASSEMBLY TYPE 'K' (SEE /11'.. `} ---`— --—CROWN ASSEMBLY TYPE 'K' (SEE ; i_,. j ' d DETAIL K/Al2.2) ON NON-COMB I DETAIL K/Al2.2) ON NON-COMB /° • BLOCKING AS REQUIRED _ I SECOND FLOOR SLAB • BLOCKING AS REQUIRED i I 8-6' ABOVE LANDING i. Z ' STAIRWAY CEILING - 0 1 • I STAIR HANDRAIL PROVIDED ? W j . AND INSTALLED BY GC --- 1` _ ' - --- - Q, : ' !i 0 0 O " • • I i , I Li I11 1- o Io pIX I I - o a � #. j" 1 -- ---- - - :- f� a • • REFER TO DETAIL B/AE, H 0 a- m I HALL MOUNTED HANDRAIL i ` �'� - DOOR TO KIDS I- AC I DETAIL - - I I PLATFORM �I � I N a • •- I KIDS HVAC PLATFORM J Cn iC # S I 'I i w u 1 ` , Cn 1 ; i _ - --- -- G C.. TG CUT STRINGER 1 WELD < • FOR FLUSH ENTRANCE INTO Q • - I / DOORWAY 111 Z 6" 16 GA METAL STUD BOX BEAM • -- FIRESTOPPING AS REQUIRED p 3 11 ACROSS OPENING- / TO MAINTAIN RATED CEIL Nv Q ;L • Cr J,. 5 / 0 C7 8'-10' A.F.F. 1 _ �� 8'-10 SECOND STAIRWAY LANDING ," "' - "` TOP OF PLATFORM L� N " 11 CC ' -'--------- LEASE LINE / I -- LEASE LINE (f) I. `III h"h �(- (�1 it n ._ TO W.B. CEILING O _J ix -' 9' 5i8' TYPS 'X' GYP. BD OVER 3 I < Cl) i. .� 5/8' 16 GA. METAL STUD 0 A.F F ♦ — FRAMING f 12' O.C. 1 BATT 0 i— w © N .0 • Gt0 INSTALL 1.I.L. RATED INSULATION BY G.0 RECESSED ia{1T FIXTURE LL !`- CV c GI ,t - 1----- 3/4' MD.F. ON 5/8' GYP .6ICENTERED IN RECESSED EXIT, V) C(.5 r' 1 3/4' MD ON 5/8' GYP REFER TO ELECTRICAL DRAWINGS Z BOARD OVER 3 5/8' MIL. BOARD OVER 3 5/8' MIL. FOR ADDITIONAL- INFORMATION--- STUD FRAMING • 16' O.0 - STUD FRAMING • 16' O C Q 2 Z z SECURE TO STRUCTURE SECURE TO STRUCTURE it Z - O ABOVE, NOT TO DECK ABOVE, NOT TO DECK 0 Z < w c) I j C O a EXTENTS OF WALL BEYOND _• I �J C3 F� • _._ -_--- EXISTING CONCRETE SLAB .+ -- EXISTING CONCRETE SLAB I l SNARED EGRESS CORRIDOR , [r ]C); / • • ci)::r • SHOE MOLD (SEE DETAIL -4- ---- SHOE MOLD (SFE DETAIL DOOR TO CONVEYOR BELT U) Q !, J/Al2.2) a J/Al2.2) ACCESS (REFER TO PLANS)--4----4"• -- - - - -- - EXTERIOR DOOR a8 REFER TO �r ti , ,( TRIM BOARD *1 (SEE DETAIL rte---T TRIM BOARD #I (SEE DETAIL DOOR SCHEDULE �� q '^j'r J/Al2.2) /� J.!Al2.2) �� R G.C. TO SUPPLY AND INSTALL 3' 6' HIDE ► COVE 12' ALUMINUM THRESHOLD ACROSS REAR i_= DOVE MOLD (SEE DETAIL rr �-- COVE MOLD (SEE DETAIL / �S r� J/Al2.2)• f ` yAl2 2) / EXIT DOOR FOR SMOt?Tu TRANSITION. SET t I 3/4' X 10' POPLAR TRIM I TYPICA OLD LUSING A UOORS N ENTRYWAY MITRE nt lu Aq ' E USE ri I 3/4' X 10' POPLAR TRIM • PROVIDED, INSTALLED BY I PROVIDED, INSTALLED BY ZTHRESHOLDS IF OVELAPPING OCCURS ' • b G.G. ON NON-COMB, i b' G C ON NON-COMB. ------REFER TO FLOOR AND WALL 'Ni .' ^.HIO BLOCKING AS REQUIRED i, BLOCKING AS REQUIRED I 4r-0' FINISH PLAN FOR FLOOR 0'-0' A.F.F. - 0'-0' A.F.F. - 11= +C / FINISHES 'T (• . __ —1 �w�� TENANT FINISHED FLOOR % ? -�� TENANT FINISHED FLOOR i E--------------------T Q ------ - OF O INTERIOR FINISH FLOOR �.1_ -' MALI_ FLOORING - I`_MALL FLOORING d �. "i■�� - - j _ a 05227 - MA1C14 MALL FLOORING BY G.C. MA :H MALL FLOORING BY G.C. ___-- I,. ___--._..- �2C,' SHEET � SCALE , 112' - I'- _ ON I STOREFRONT SECTION AT TYPICAL PILASTER B STOREFRONT SECTION AT ENTRE' PILASTER SECTION THRU REAR POP-OUT 8 . 1 0 ':‘m LEGIBILITY STRIP E F 9 19 ' i 2 t3 1'4 16 17 15 19 20 21 22 23 24 25 26 2" 26 2C '0 • f 1.• ?�rl '1I'I' ,!'� 'C1l,l''1'1'��l� e L .I I HON It 11111111111111111111111111111.1'i 3 0 X. ... . • .a •.M, L.I.i tB�M M �i�LU+�b�hiJ.41 ' 1 'l'I I I (I j I t ,' I I' i ��Nl�\' 4,��1a ,�,l�•I. • ,_.,41,t,IIJIii .I.I �1I141III,I1,L 'it .l:l l- i1. i I 1�tijl I :.,.,...5!,,i',,";',.:':.',,...';;.,.''::‘'",''..''''''..1'.:.' ', 6y i;r� ti'• a . 4,.: t • ' . - , • • - . .. ,. ' •• •,i. • k• „ . ' ...„.., . ''N'N <, • ''S• . , .• • • ,• • . • ...... • • eso 1 I 0 Cs) 0 in LED igligiR4 , I ro-) , • insual 00 CA iiiti 14 i r'74 '4 --- -. — ___ _________ ....- eusetNete 2114 CEILING GRID - - CD REFER TO REFLECTED UJUNG PLAN A3 I FCR INFOIFIIATION STAIRWELL TO BE I 004 RATED ASEEMSLY / I HOUR RAYTED CLEIII.ING Cillill?3 NE A5WLPn L I REFER TO GYP BO 3,05PENDFI CI CEILING DETA.L A./A0 i ' . 7 . -----4 -• 0 OZ • 7..111 •142) >: Z . < 4 E al .-J 777EDGE OF KALI or 4 t 1 HOUR RAIED HALL < . * I 3I-er"F-01 RATED DOOR IN c 6...J FRAME NOR ACCES6 TO AND (2) Z. • V FROM • OTOC1101112,1 AREA 1..2-1, ;16 = • . • 4 1 6 WOO 1 , Y ,- 1,/14TWA CHECKIRPLATE SECOND FLOOR SLAB Ss42,464 DASHED < / 1_,F,FIDAG AAP TREADS REF& r0 WORD FLOOR S.E..... 11.1.114 CL / PROVIDED AND 1146TALLED 6Y COORDNATION PLAN SHEET A 2 .../... . . , • ,, — — C.) I- .. 1 . L... ' ____/,7777 ---- — --> - - --- 41) _ -- --- , - CD , HOUP RATED CEILING ...--------. • ,MsErtILY PER u L snot. I ) _,...---- / REFER TO re•P BD EMSPENDED ) ' METAL DOOR IN FRAME FOR G.0 IS REQUIRED TO ISSUE SUOP DRAWINGS TO . LULING DrreCl. A/AO 3 . ..., wALC.1.96Ac pLACIIMTpaRri0 KID'S vont F'oRTENARNsiT 1 EANRCI-15wi TopEC TDRAANv4D 1 NGST5R UACRTE URAT0L 5E -irr Da, HANDRAILS FiXED 10 HALL ON 00TH S DV OF STAIRS v, ‘ If jig? TENIGEINCEITYER' SIGNED AND SEALED BY AN ENGINEER LISGENSED IN . \ TuE 5TATE GF OREWN I 1 X 3 UV METAL STUD FIELV-0 TO INSIDE ! .. 2P- tat g „ ___V77 , REFER TO DETAIL,B,,,All 3 - 4 . le I I 24. irv77 or to STEM STAIR STRINGER III tr OC GC TO INSTALL VIP FIRECODE GYP BD „,,- ,,,---"--------- I-• TO UNDCRENDE OF STAMM TO AC641EVIr . HOUR RATED STAIRNELL -I r) P U L) IL w at § n _ __, -----/--- -- . ce n w i.' ........i 7,77// z Li • ' ........... ... ......__.._._._____„..-----"-------------------- CONVEYOR ea., *memo' manoev eY 01•6ER 0 A vu = ---lj 1415TALLED BY .0 1.4/ SLIPTIEVISiON SY coNverost c7) 11 I- - 4 cli - - , MANUFACTURER 6.frtersorrAT•ett GC TO&mot. 5 it i o. sat sTmerant (rrr.) 6..or oatAositc.6 •-o -14 c,rt, Am, rpovr TO STRUCTURAL FOR ARCHITECT SIGNED AND 6F.ALco eY AN DIGINEER CC I .... cowhernop+ oeTAII.6 W.41.1-00 -1.-coxr-o' IOLLE164 I: LICENSED ST THE STATE CP OREGON SHOWING 'WE . MTN. OMR--•••• nu& DOOR REGUIRED LATERAL SUPPORT BRACING FOR pimmemerfk _ ...„.......„...1... .. .; . COINFTOR POSTS . I ...../ .,• k .___.. •, 7 (777 [E_LEV ATM EQUIPMENT ROOM] MOM STAIRWELL 1 / i e. 1 roivesup Firma ikia-11 , , , • ______..._____:.ij \ i • I-,i 1 I II 1 I-PI r Q 111 \ III Z 1 0 1 2 I . c7)_1 Fits, F.00R Si-045 . — .................. - ' -5 I —.--.............,.......................................... i 1 CY I • kn 41') I so • 0 • o 0 i 3 - ,- . A STAIRWELL ELEVATION ci ,._ •• < :4 ,,,1 1....• ,...-.) re •-• • 0 < ,, 2- c. _1 .) CI ,• i cc Z U 4 s fil a - -co • (NI I.. . , N. . 0 LU ... (...) 4 , < 2 (r) ' U) 2' < z / / / I I a 1 fr HARDWOOD HANDRAIL, PRE-FINSIHED ----- ---- ,....... 0 •:,• TO MATCH FLOORING, SCREWED TO I 0 CC --, • HANDRAIL SUPPORT BAR INIT1.1 .„--------.......N VI FLATHEAD COUNTERSUNK WOOD 04/ CC 7 . SCREWS, HANDRAIL SUPPLIED BY --- LU ---.›.-z-,›.......----N < OWNER, FASTENERS BY G C .0 ----..•:-.:-_.:_-.1"---,"i_--::,..„'-. '---- ,----------- .....1 Q CONTINUOUS 3/B' x 3/4' BAR ------___ ..._______ •• STOCK HANDRAIL SUPPORT WITH - < (I> en PRE-DRILLED COUNTERSINK i-- 0 -----------------------------____ SCREW HOLES AT 161 0 C.; BAR \ Z co I < /-- r:IELD WELDED TO I-IAN RAIL Pill . , , - U..1 L,RACKET ri klit • > Um Cc CV (1 r•-- 7 \ / I 1.1.1 < - ci) I-I R C BAR STOCK HANDRAIL 0. , -.1 oa Z SUPPORT BRACKET BENT TO •0 W = \ , / 0 Z r' SHAPE Hill-I TWO(2) L2I u j PRE-DRILIED COUNTERSINK / i'4 cn CI)) 0 1 SCREW HOLES ! >"- C3 a 0 • cc -- ... ,..: o 1.-• • 0 2 / - / , ...-- .... : °:"1 u: 41tho :c—c 54 c c :poz1:i N, • E:t cr _J '4 < I."... Cri".' < 2 LI < • 1-- ---- \-- / \ VED A Re • Fii-5-1--(2) 111:1 - 2 in' FLAT P. WOOD SCREWS PER BRACKET. si E G C 10 INSTALL NON-COMB D(POSED SCREW HEADS TO BE ,-_..- ......1 • IN-WALL BLOCKING AS REQUIRED I-INSI-IED TO MATC4-I THE BRACKET DkviD ALL •IS (l• • FOR HANDRAIL INSTALLATION SPACE BRACKETS 4'-0. 0 C OR USE MIMIMUN OF '3) BRACKETS PER RAIL . i ... ON RAILINGS LONGER TI-IAN aa' cl\ 11 . \.., • 05227 ., . SHEET . - In VAIL MOUNTED HANDRAIL DETAIL BjII, IF • L A 8 . 5 %Au r • I0. I . .... ............ - N. ,cmogignming • •. ....,...,...-„...„. ... . -. • . , / LcmFOIBIUTY STRIP ' R.,,,, I ' i 6 6 * 'i" 9 10 I I 12 '3 I 4 le 17 18 V.7., 20 21 2 2 23 24 25 25 2 ' 25 29 1 , . .444' ' ' ' 1 4,14.44i440.4.1,141.411.W1,14' ,14411%1141Atialkaat.i.1441,44.4101114/- 1.1,141iikalii4144•4414'/J,141,./. " c 1 1 MONO '• I . , I • ,14411,14.41, 14414,4,14LW 1.114)4411414/124114 3 0 X I ' .,.., . . . . . , . , , . , • ,., , , , , , ,,,,.-i,.,,,,,;':' .;‘ I I'''''.4 A'..1 ''', ',...211 ' ' . . . • . \ , , . • , , ' • . :" . ..ei .............. .........114.................................. ............., t L' SHAPED CORNER 4'z4' / STOP, PREFINISHED SKU tc20A205'A l-- -- PRIMED - SKU M20A20:4A ❑ ❑� SHAPED CORNER 4x4 JAMB, PRIMED - SKU a20A2045A ___.. ' 4"x4", F 'u' SHAPED FRAME 8'x4', r - E- • --'L' J U' SHAPED FRAME PRIMED - SKU M20A3370A I. LJ— --�''- PRIMED - SKU u20A3393A PRIMED - SKU 030076012 CJ- - STOP, PRIMED - SKU M?OA2059A ___-.__ _ �' L�.-------- LI - _ 'L' SHAPED CORNER 4'x4' -1.4. ' I f---- --- 'L' SHAPED DOOR HEADER I - ❑- - STOP, PREFINISHED - SKU a20A20 •IA r II 1 L f JAMB(2), PRIMED - SKU U20A2045A �-JAMB(2), PRIMED - SKu 020 45A PREFINISDED - SKU atr20A2012A r•� -- _ 4'x 10 I/2' PREFINISHED J L �- - JAI B, PREFINISHED SKU M2UA:043A • 1 �.J L� CI ---------STOP(2), PRIMED SKU M2l'42059a ❑ 1 J. ❑/!❑_..--- STOP(2), PRIMED -- 5Ku 0A2059A 6 PIECE _IAMB ASSEMBLY SKU M20A2065K -- - 'L' SHAPED CORNER 4'x4' Cr ❑ C7= -- STOP, PREFINISHED SKU M20A2057A L.-__- PREFINISHED SKU M20A2012A ❑ fJ STOP(2), PREFINISHED - SKU M20A2057A L, �-j ❑ ------- STOP(2) PREFINISHE - 5Ku M2oA2057A V `---- -. __ 6 PIECE JAMB ASSEMBLY ❑ T T u T �� STORE SIDE MALL SIDE -- STOP, PRIMED - SKU M20A2059A I/4' GYP. BD. SHIM PANEL ADHERED JAI-V(2), PREFINISHED 5Ku M20A1043A -- T 4 PIECE NEAP ASSEMBLY REFER TO K/a9.1 / TO 5/8' TYPE 'X' GYP. BD. �__ �-JAMB(2), PREFINI D SKU 1120A?04aF K) REFER TO DETAIL KJA9 1 / �� -`__ PDE-FINISHEDco 5F-I V-GROOVE PANEL (SF-I) - ' 'U' SHAPED FRAME 4'x4', 'U' SHAPED FR. E 8'x4', PIECES (DARK apuma.�^-- ( SKU >itcsi / - SCRIBE FRAME TIGHT TO ADJACENT SURFACES 10 PIECE MULLION ASSEMBLY PREF - 20A2027A 10 PIECE MULLI• ASSEMBLY PREFINIEHED SKU 1120A2029A MAHOGONY) ---•-- -- fr T� I / EXTEND WHITE SILL TO V-GROVE WALL AS SHOWN REFER TO DETAIL K/A9.1 REFER TO DET• K/A9 1 - `� WOOD JAMB ASSEMBLY SUPPLIED BY WOOD MULLION A55 ,•LY SUPPLIED - V OWNER, INSTALLED BY G C WOOD MULLION ASSEMBLY SUPPLIED i .,.? _�. I + _ �� TRIM BOARD a4 (SEE f/ I/2' TEMP GLASS BY GC co BY OWNER, INSTALLED BY G.0 8Y OWNER; 1N5TALLEr -Y G.0 1/4' TEMP GLASS BY GC �, 1 _ DETAIL .UA12.2). TRIM , I/2" TEMP GLASS BY GC -- TO ALIGN ACROSS I -yv -----I/2' TEMP GLASS BY GC / ft �I s PRE-FAB WOOD LOUVER SUPPLIED BY 1, STOREFRONT -- '� 7 + 'vA 8' • OWNER, INSTALLED BY GC, GC TO • • 1 `= f PRE-PRIMED n �v 2 i_ -� — - --- PROVIDE FIELD DIM(T151ON5 TO VENDOR; �� i • =+cr PIECES GN PRE-PRIMED "' Ill!IlPRE-PRIMED q1 ATTACH TO VERTICAL WINDOW FRAMES LtIp « TRIM BOARD M2 (SEE DETAIL '„; � a tJ _ - z - Q 1 PIECES --- Zj 3.L. sib BLACK iN PAINT P 2 ul PIECES- �+ d� 3' 8' i 4, ,`HPNOUGH PRE-DRILLED PILOT HOLES J/Al2 2) CUT TC SIZE L jscrim Ii " 7 N Np�c ll - CROWN ASSEMBLY T'PE \ • F ! -- ( �r 1-/ I O M i (TYP ) r mlv 0 'A' (SEE DETAIL- A/412.2) 1 -�. _-----'---- -- �+ • ._ ::::r--'-- [.......-...,•....•11_--.-/---------- 7 m -- - .-- .• - -- 0 I4. --+ -- - - r V �4 Z • • ��- - 3 5/8' METAL STUD • ,., N --_„____ N -_u - MAJ�OC.ANY SiL_ SE' E1ACK Y. 1i.-__ --_-_. __—_ FRAMING / 16' O,C. + n ,:tiv ! 4 I AS SHOWN PRE-FINISHED r' '�1• F.R T WOOD BLOCKING AS REO'D. STOF >"' trirlr WOOD HEAD ASSEMBLY SUPPLIED BY1 1 +cr _ 4: 04 PIECES C PREFINISHED C PREFINISHED a v -' i - C u' PIECES N 2 BLOCKING SHORCORMERSTOITOw �r�.y Z _-�= ) = - (DARK y• — �, -- FOR ADJUSTMENT ( p] OWNER, INSTALLED BY G c . v a _ r _ _ - - - - r_ 1_ r - J Q • U - (PARK Z a PIECES a' ti (DARK JOINT • MITERED EDGES / PROVIDE SHIM ~�""�"- F R,7 WOOD BLOCKING AS REO'D MANOC.ONT R ) SPACE AS RECD. r�� v • - - -� STOP BLOCKING :..TORT Of 4, Ii' '' I MAHOGANY) -- MAHOGONY) 1 ----- ,. �_.l CORNERS (AS 5H0WN) TO ALLOW , - -- EXTENTS OF SILL BELOW j r 1 11 , 1 pa FOR ADJUSTMENT OF TRIM FOR ' I ' I " 4� 8 4� —177- 0+ [ ] W STOP MAHOGANY SILL FLUSH W/ FACE OF A 4 `I j TIGHT JOINT Y MITERED EDGES JAMB AS SHOWN - FINISH CUT END ' ' -,STANDARD wl •• SUPPORT Z F R.T WOOD BLOCKING AS REQ'D STOP EXTENTS OF 5i-- BELOW ---STANDARD WINDOW SUPPORT EXTENT- OF SILL EIELOW BEAM REFER T• ETAIL M/A9 1 �- -- --- TRIM BOARD IV (SEE DETAIL J/AI2.2) BLOCKING SHORt OF CORNERS f0 ALLOW SHIM SPACE BEAM REFER TO DETAIL M/A9.1 3d' ' 3�' FOR ADJUSTMENT OF TRIM FOR TIGHT SHIM SPACE - BLACKING AS RE• ED • - CROWN ASSEMBLY 'A' REFER TO __-l__----PRE-FAB WOOD LOWER, SUPPLIED BY JOINT' Q MITERED EDGES 4 PROVIDE SHIM --IF JOWT REQUIRED IN SILL, JOINT I V 4( • ------------IF JOINT REQUIRED A- ILL, JOINT DF.'A , A/Ai2.2 Q ' l'' �_- OWNER, INSTALLED BY GC, GC TO SPACE AS REO'D IS TO BE LOCATED AT MULLION AS d PROVIDE FIELD DIMENSIONS TO VENDOR, , SHOWN (TYP. AT BOTH SIDES) 15 TO BE LOCATED AT 'JU.ION ASonol • •/ 8, ATTACH TO VERTICAL WINDOW FRAMES 3/4 MGO BOARD OVER 5/8" GYP. BD • SFIOMIN (TYP AT BATH 5 •ES) 2 WITH 3'L MB BLACK TRIM HD. SCREWS WINDOW JAMB DETAIL STANDARD MULLION DETAIL WIDE MULLION DETAIL ANGLED MULLION DETAIL '= THROUGH PttE DRILLED PILOT IaOLES ,..C.) // �_ I ~ 1/4' TEMP GLASS BY G.C. I _ ' SCA;E. 3' - I - ' �P M • STORE SIDE MALL SIDE_� I.C. 111111.M.1111111111111111.11 PRE-PRIMED PREFINISHED (DARK MAHOGONT) _-----__ 3/8' TIG PREFINISHED BEAD BD. ' i4 SECTION_THR��GH__HEAQ SCRIBE`BEAD BD J .� SLCPe STOP, PREF DISHED TIWTT T O FRAME - STOP(2) PREFINISHED - 5Ku 1s20A?057A SKI., 712G47053A - -5/8" F.R T PLYWOOD / • ' / • /•'0 �--�- -- 'U' SHAPED FRAME 4'x4' --'-- '� 3/4' - -_-'U' SHAPED FRAME 8'x4' JAMB(2), PREFINISHED'- SKU $20A2 • PRIMED - SKU $20A3392A M.D.0 BD. 'U' SHAPED FRAME 8x4 CI • I PREFINISHED SKU te20A2029A - SLOPED 'U' SHAPED FRAME 4'x4' =ME, ri- 1 - PREFINISHED - SKU u20A2029A• w �± E-.-_-___ PREFINISHED - SKU u20A2033A 1.- �� -- DOOR JAMB-STOP, PREFINISHE - Ne > •• — JAMB, PRIMED - SKU M2OA2045A ---- -L - `_!,v - �� DOOR JAP1B-STOP, PREFINISHED - w �� ❑� - - JAMB, PREF!N151aED - SKU 1120A2043A 2 '\, T PART of SKU M2oA3391A ❑ y y f PART OF SKU 7720A3391A ,-- . 1- TRIM BOARD 12, CUT 70 -J L SHAPED CORNER 4x4 Oc ;pZ{ SIZE SCRIBE TIGHT TO F F'REFIN151'ED 5Ku M A20t4A l, ___ - U' SHAPED FRAME 8'x4' tJ �+ F p ------°•-� r____ ___ ---- - - STOP, !=REFINISHED - SKU •20A2057A -"�v v I----- PREFINISHED - 5Ku s$20A2029A - U' SHAPED FRAME B'zA' �� A w Ll ❑ ADJACENT SURFACES -- —STOP, PRIMED - SKU 420A2059A 4 PIECE MULLION 1 DOOR ASSEMBLY 6 PIECE MUL!.ION ASSEMBLY r R T WOOD BLOCKING AS RECJ'D 0 ❑ T PREFINISHED - SKu A2(>29A r� 01 v • REFER TO DETAIL K/A9,I `-~ -- REFER TO DETAIL K✓A9.1 - my STOP BLOCKING SHORT OfSTOP PREFINISHED SKU g g_ —J �rw \ CORNERS TO ALLOW FOR M20A2057A I- C • ADJUSTMENT OF TRIM JOINT 1 4 PIECE HEAD ASSEMBLY •7 PIECE MULL!• I DO.',R ASSEMBLY • g j • REFER TO ETAIL K/A9.1 Li q , i,1 , 8 REFER TO K/l Q I w . �/ 3 PROVIDE SHIM SPACE AS REQ'D. ,11 -- - /4' TEMP C.LA55 BY G C /' -----:WOOD HEAD ASSEMBLY SUPPLIED WOOD MULLION / DOOR ASSEMBLY SUPPLIED m I- u ; 3i,"- li,i BY OWNER INSTALLED BY G,C. BY OWNER, IN�7ALLED BY G C- 1/4' SLOPE (MAL_L SIDE ATOP 4'x8" WOOD MULLION 1 POOR A55E BEL ;1,,t ii -.S.\ _ - :4, FRAMES ONLY) • - -- 1/4' LAMINATED GLASS SUPPLIED Br OWNER INSTALLED\ + _ - 2 - PRE-FAB WOOD LOUVER, SUPPLIED BY OWNER, 8' 1 BY G.0 8, - S [T� i INSTALLED BY GC, GC TO PROVIDE FIELD -',.r •' I - SUPPORT WINDOW BEAM REFER TO DIMENSIONS TO VENDOR; ATTACH TO VERTICAL + wn Z' — . . �t WINDOW FRAMES WITH 3'L *8 BLACK TRIM HD _ v `�. IDETAIL M/A9' �.� �\ r -- - STOP, PREFINISHED - SKU M20A2057A \ =-= -' ' _ -Cr) W �- A-� A/ --" \ SCREWS THROUGH PRE-DRILLED PILO HOLES '"� :.1,1 -� 1 r w --- SLOPED STOP PREFINISHED - T w n 1 ,: a g il• dCA .. WOODFRAMEl ASSEMBLYSUPPLIEDrriy% 'v SLOPED STOP (MALL SIDE ONLY) SKU M20A?053A \ I d 5 i BY OWNER; INSTALLED B7' G C. p t - WOOD FRAME ASSEMBLY Cl C, 11 1 - ` - - - ._ dil: u� !I • r r SHIM SPACE --- SUPPLIED BY OWNER, _-� �_ SLOPED 'U' SHAPED FRAME 41z4' 1J AC ` • E - - - ( L +v -_--. .. _ �f INSTALLED BY G.0 PREFINISHED - SKU u20A2U33A r t Z al '^'� , E Z W • ,;ty 1/2' TEMP GLASS BY G.0 -...�1 Y [I- _ --- ` rn 1Y -- . �7 - tr I STANDARD ANDARD WINDOW C--� E 'U' SHAPED FRAME 4'x4' I A N Q t in 2 ' 7r ' 4' 2 ' ' - •- SUPPORT BEAM REFER PREFINISHED - SKU $120A202-7A ( L ' _ _ `J �`._ =n `- C p TO DETAIL M/A9I r�-.---�_- „ r , i• ,rry _ L_ DOOR JAMB-STOP, PREFINISHED 1 _ I �� _ ` -- �� 5 PIECE MULLION I DOOR PART OF SKU M20A3391A I I a 2 V2 2 1/2' >..,. WOOD DOOR ASSEMBLYI 'v- SUPPLIED BY OWNER, ASSEMBLY REFER 10 K/A9.1 I : . 4, l,, - - - r - - EXTENTS OF MULLION BEYOND 8, / a� • ,- INSTALLED BY G C t •. Q I, ~ - I L-1/2' TEMP ,LASS BY GC L.J 1- a • �.. STORE SIDE L MALL SIDE - EXTENTS OF MULLION �� I I �_ T Q r� c w zzz((( --- _ r Q • PRE-PRIMED PREFINISHED (DARK MAHOGONY) BEYOND EXTENTS ENTS OF SILL BELOW � w- O Q • SHIM SPACE SHIM SPACE v - r p • "'♦ �� WOOD AND GLASS DOORS STANDARD WINDOW SUPPORT BEAM -STANDARD WINDOW PPORT BEAM 0 CAS SECTION THROUGH TRANSOM I SUPPLIED BY OWNER, BLOCKING AS REQUIRED -- REFER TO DETAIL M/A9.1 LOCKING AS REQUIRED REFER TO DETAIL M/A I n �� Q n ± INSTALLED BY G.C. N n _, m . - --- --- STOP, PRIMED - SKI) M20A2059A • ❑_ --n SLOPED STOP, PREFINISHED STORE SI OE MALL SIDE SKI)• M20A2053A ------ r F__1\1-- -j - -- SLOPED JAMB, PREFINISHED PREFINISNED PIE E5 N. • SKU U20A2039A (DARK MAHOGONY) ------- JAMB, PRIMED - SKU u20A2020A /' 0 U ------ WINDOW SILL, PRIME.;', , - i r_ ---- • _ �_ SKI! M30WIND4 SECTION AT DOOR HEAD INTERMEDIATE DOOR JAMB DETAIL 1 DOOR JAMB G WIDE MULLION DE TAIL --- -- - SLOPED WINDOW SILL W -- ---_.._ PREFINISHED - SKU *20A2050A `.KALE 3' _ - 0" • G --n'' ! '• - SCALE 3" • \ U `1 ' 1-1 • .40:4. • cn 7 PIECE SILL ASSEMBLY WINDOW SILL APRON 4 REFER FO DETAIL K/A9.1 (`REFINISHED - ;SKU 7120A2048A © 8 (0 PLATE 3' X 3' X 4' LG X 14 GA. EA SIDE (2)-11!Ox 1' LG G L J w010D SCREWS EA SIDE (I)-3/8' DIA. HILTI KWIK BOLT .Q Q • ____ _ LPLATE 3' X3 X4 LGXI4GA. 2 M!OxLG WOODci CC i �:-� I/2" TEMPERED GLASS BY G.C. L' SHAPED CORNER 4'x8', PREFINISHED - SKU M20A2023A ❑ r------ PREPRIMED OR PREFINISHED STOREFRONT TRIM O O I' EXTENTS OF MULLION BEYOND _ CID I SUPPLIED BY OWNER AND INSTALLED BY G.0 SCREWS INTO HORIZ. MULLION (2)-7110 X I' LG WOOD / 1 DOOR JAMB-STOP PREFINISHED - SCREWS INTO VERT. MULLION • REFER TO INDIVIDUAL DETAILS (THIS SHEEP) FOR W PRE PRIMED MULLION PIECES [1.3 PAP.T OF SKU 7120A3391A , ASSEMBLY MAKE-UP PLATE 3' X 3' X 4' LG X 14 GA. EA SIDE (2)-1t10 x I' LG C 3T ' WOOD SCREWS, EA SIDE INTO VERT MULLION (2)-0I0 X 2' 11 Q IVPRE-FINISHED MULLION PIECES �_ --- 'L' SHAPED CCX2NER 4'x8', PREFIN'SNED SKU M20A2023A E- 1 / -_ I I DARK MAHOGONY LG WOOD SCREWS, EA SIDE, INTO (2) 2X6 .4 E U) STORE SIDE • -j MALL 4 UE ( ) _ 1-- -J 5F-I V-GROOVE PANEL (SF-I) �� (2)-MIO X 3 I/2' LG WOOD SCREWS P !6' c../L- 7HRU MTL. / �- +t. "J '''r -3 3 B I 3 PIECE JAMB / DOOR 0 `i -" cr G.0 TO USE OWNER SUPPLIED SPLINES TO CONNECT STUDS 5r8 G.W.B. AND 3/4' WOOD DLG, ALTO (2)-2x6 Q h- _ ASSEMBLY REFER TO ,-- SCRIBE V--GROOVE TIGHT f0 FRAME 5 U 1, WOOD SILL ASSEMBLY SUP'PLI_D PIECES AS APPLICABLE ALl_ OTHER PIECES TD BE 'QZ co 2 ` t 1 2 ' BY OWNER; INSTALLED BY G.C. DETAIL K/\;...1__ 1 _ FINISH NAILED C:C!FICEAL NAILS WHEREVER 1'0551BLE CONT. (2)-2X6 I- f" �y �, II " wow JAMB AND DOOR ASSEMBLY -- -- F' SPOT PAINT P-2 AS REQUIRED TO ACHIEVE LIKE W ♦ r' W • 2 \ SUPPLIED by OWNER INSTALLED B� G C NEW CONDITION. 0 SUPPORT BEAM - REFER TO DETAIL L/A9 1 l © oc ~ 2x6 NAILER CONT. 3/4' •\ I 1 / 1 ' I�' ( I- ---- p0. ' S iii - 7 FuLL HEIGHT VERT MULLION \� Z -1 7 .. z Cr) CI) 0 ( ' Al "� wo 3 5/8 MTL STUDS • I6 c/c r.. a �r • • -- I i . r . .____/ -4 27 , klip N,,,,, ,,,\ \ W N %8' THICK F R T PLYWOOD LY 0 pt ` _L � 1/8� SETTING BED \ ---a n STOREFRONT ASSEMBLIES __MI �- 3• 0 1 1. 1/8 (16 GA.) 55. a1 A9.1 O ___\ I/2' V-GROOVE J—• -_____`• --_� SCALE NONE (.� Z_ (1= G� Z • 1/8' OVERLAP • o �- > 10'-0' MAX 10'-0' MAX. r = Ix W Cf) �� Q w CIC _ Q F— Ipp 'a c� Q `� BASE DETAIL- 4 '�'-- ON - STAINLESS STEEL_ BASE ADHERED �\ �- s, N Q (REFER TO �,J II) TO WOOD BLOCKING; G C. TO _. D/Al2,2 - !1 • a CALL LAf1BEF' SHEET METAL INC. --- * ❑ r - Q �• 7T F- vvi �y / WITH FIELD DIMENSIONS, PHONE: E (2) 0I6 6' RUNNERS UN!MAST 60CRI6 -- f -- - ----I 1-- -V_, �`- 3/4" F.R.T. + + - --------_- (614) 237-0384 ---'-- N OR EQUAL_ /f PLYWOOD ;•I • • � r G.C. TO SUPPLY / INSTALL (6) ,.\)) I/2" PLYWOOD S` D AR, 6' X 18 GA. - \V - I --MIL. CONT VAPOR BARRIER FRCIM �i M'L STUDS • !� LEASE LINE START OF INFILLjz.. r -• C.S �� . / ?•. 4V n;1NID L. OUSE�('� 12 O.C. MAX I %+ FLCX7RINC. EXTITIDING 4" UP - �— L- ;; THE FACE OF THE BASE BOARD ` I iv STANDARD WINDOW BEAM I;1 g' ' SUBSTRATE. ✓ F.R.T. WOOD BLOCKING A5 REO D. STOP PIECE 2x8 REFER TO DETAIL L/A9 1 s BLOCKING. SHORT OF CORNERS (A5 SHOWN) • •. ��- PROVIDE SILICONE BEAD AS R.EQ'D - /� '. `_-,_-_ TO ALLOW FOR ADJUSTMENT OF TRIM FOR ,1 _______ � '\, . '.tY' •1110 V 3/8' DIA, HILTI KWIK SOLT 11 TIGHT JOINT V MITERED EDGES I PROVIDE 6" • "69 J • EMANSION ANCHORS AT 12' c/c EA. SHIM SPACE AS REQUIRED , • 7 ' SIDE W/ I' DIA. HEAVY WASHERS --- -NON 5tRUC7. "� / '/ -•} C,0 ---- SCRIBE TRIM BD. 02 TIGHT TO FASTENERS AS NEEDED FOR ASSEMBLY MIN, (4) ----I — _ CONC. TOPPING •• OF ()0.) - TENANT FLOORING _i, ,, i orMALL FLOORING - PREFINISHED FRAME 08 xl 1/2" SCREWS PER FOOT. DO NOT REMOVE. L -- —MALL FLOORING L3Y G.G. 3/4' MDC) BOARD OVER 5/8' GYP. BD. FULL BED OF 100 P51 ADHESIVE - M TYPICAL _FRAMING QA /�M_FOR- INTERMEDIATE M1 STOREFRONT WINDOW MULLION 0j�27 MULLION & TRANSOM �J CONNETIONS lA-� SECTION THROUGH RASE 31.: 11_0" 1 I/2" -i'-a" r�CJ �� SHEET ' SEC" TfIIZU STOREFRONT WINDOW DOOR JAMB DETAIL LWIIVC�OV!/ SUPPORT BE DETAIL STOREFRONT FRAMING DETAILS A SCALE 3' • • 0' J SCALE 3' - I'- 0'' SALE 6' I'_ 0" ` ' A 9 ■ 1 "•.�.1�.*•• rr� >.1��. - - .. - - s ..,.ISP - . - �` • • .. .... ... ,, .. ...............-._-5..-.-.-- --._.r._.-5---.. _ .,._-------.... ...y.,;:: lti ilitilia.. .. ,_.'rN•MVs,V,!,,,, •C 'dam,• k!',, "9 ' 1115.••4�f' A. 'p '"'' •I ;:::* -..''' f C(11 I'11f111ItIIIl1111 IIIt11!!I 111!11111 1!!111111 IIII�!I11 Ill 111 Illi t I I I ,1'1111:1 n I,.jI;I Ii I ilul III Iii ll;i LEGIBILITY STRIP p I 2 ,� 4 A 9 1'0 i i 12 13 I4 1r; n Ie 19 20 21 221 23 .•4 25 26 27 2n ': 7, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMlk '7.: 2I I I 01 [y WONT • I, 1 1 • .....,4414446444.111.1141.44.1.16116111414141111"1 a111rI I�I I�!I I. jI)ll.l�I I I I il.1.1144,114;14,1t4tia + ati l llthi.llitth>t al.11 1:! tillij tilt)Lilt[Li[Mit[41 I • • - , '‘I''''I‘, )S4 ti • i , .�.'. .. � :.. � _ is ,.. :, ,. �� :'.. . '.: ,. -. .. �. ... .. .. i. w r . t� . �' � - a .' .. .. .. r. ': .. �.� ..t. � ": .. , 1/'� � i .. r i , ..... n S. .' is • .. 1 •'. . .•-, --N. •"t • • • t ' • • - - / V4I90 I ONOPOIN7 LIGHT FIXTURE >t6190 MONOPOWT LIGHT FIXTURE W/ TRANSFORMER MOUNTED IN / W/ TRANSFORMER MOUNTED IN - - --- 3 5/8° 20 GAUGE METAL 5TUD / WALL CABINET CEILING ON 4' WALL CABINET CEILING ON 4' *- - Y -- - - - - • I CENTER LINE OF 'WALL ' BRACING fi 32' O.C. SECURE TO / OCTAGCXJ JUNCTION BOX REFER OCTAGON JUNCTION BOX REFER STANDARD' -- / STRUCTURE ABOVE (NOT DECK) TO LIGHTING PLAN FOR TO LIGHTING PLAN FOR - /^ __». �- - ! { QUANTITY OF FIXTURES WITHIN QUANTITY OF FIXTURES WITHIN ____-%... J \ CONTINUOUS I I/2' x 2 I/?' PLYWOOD » / CABINETS 4° OCTAGON CABINETS _,- - I '-' I 4 OCTAGON n -------__- -.±r___ --- . 5a-INEBEYWEENPELS/ • FURRING BOARD Sc REWEDAT ALLJUNCTION BOX 5/8' GYPSUM BOARD JUNCTION BOX --\ / / 5/8' GYPSUM BOARD �;" II 'ESTANDARD; CAULK - 15/!: METAL STUD FRAMING _ ' ___ _I'IETAL STUDS WITH a10 X 2 I/2'L15/8' METAL STUD FRAMING ' OPEN JOINTSI �l) CON: 16 4uAGE I t► 16 O.0J /// _ i IL 0 C • • - -- - -LINE CF BOTTOM OF 1 , 1 Y FLATHEADSELF-DRILLING SCREWS " ll ALUM CHANNEL (2 SCREWS AT EACH STUD) 1 /-- �� -- — — —. - FINISHED HELDER I `�'� M SCREWED TO r .-_//// ____ --- -- --'- - - - - - 3 5/8 20 GAUGE METAL STUD • - ? -_ I I (BEHIND) • �'� 0Q PLYWOOD FURRING FRAMING ib' O. C. r ,. ,� .� 1 -_. . - -- - - - I 1 WITH . ' jr---- , +t8 • X 3/4'L --.- 5/B' GTP BD SCAB HER \I I , 1 i - -•-------V-GROOVE END PANEL SELF-DRILLING �- GROWN ASSEMBLY 'A' GROWN ASSEMBLY 'A' COUNTERSINK PK FLAT </////// ://:/// GOOF. REQUIRED (SEE DETAIL A/AI2 2) (SEE DETAIL AJAR 2) iHEAD PHILLIPS �- - EXPOSED PLYWOOD FURRING IF Zdjil J' ----' PANEL IS PRE NOTCHED SCREW 12' O.0 --• -- - TRACK LIGHTING ( III 1 • - �..I - AROUND WALL STANDARD (SEE ELECTRICAL DRAWINGS) - T 4 ► -- 1 1^ -- (TYP) ---- _ +-- _ r-- CROWN ASSEMBLY DETAIL 'A' ) ,��, I I C� J �- •f / I . / (SEE DETAIL A/Al2.2) ✓ ^ n --- V-GROOVE MID-PANEL re) - CEILING GRID STRUCTURE WITH 5i$° �� ) G • 5/$° GYPSUM BOARD I/2 V GRCX7VE PANELING (SF-I) . ( 1 ____ - TYPE 'X' GYPSUM BOARD FINISH g •�- CENTER LINE OF WALL • �, Z - I r 1 Q 4 STANDARD, G.C. TO - - - - - 0 .. F� • ..--- CASING MI (SEE DETAIL f-- CASING 1�1 (SEE DETAIL �f► ! _ - .,_I _ _ I W57ALL A ROw OF 'STOCK. • / / . _-�._ -- 4 SEE REFLECTED I - J/A122) FINISH NAIL, SET 1 .. _ __ - _ _ ROOM' SHELF BRACKETS IN ' -_ Z 01.21_1_=4"_'__________ - J J/Al2.2) FINISH NAIL, SET 1 + / 11 I CEILING PLAN �\ r ILL NAIL HEADS FILL e'I • Q r HEADS r ALL WALL STANDARDS 70 (� I 1 , A. '� CHECK LEVELNESS IN ALL LU I I } - ---- 5/$" GYPSUM BOARD ON 2 �/2" f -j FINISHED OPENING __________40 _ FINISHED OPENING I - I WALL CABINETS i METAL STUD FRAMING 11i b 0.C. p , (SEE SECTION A/AI0.1) (SEE SECTION A/AIO. ) cf iL ) emunl -----_.__.- I 'r I o I LYWOOD FURRING BEHIND -.- I -+----- SEE 'FLOOR AND FALL FINISH' PLAN ry -_ -- CABINET JAMB $1 - CABINET JAMB *I (SEE • (SEE V-GROOVE • WALL Z TO DETERMINE If- ADDITIONAL a DETAIL J/AI?? FINISH NAIL, / STANDARD ALL PANEL SEAMS ALIGNED WITH 0 1 L� 9 LAYER OF 1/2° V GROOb'E (Si 1) r DETAIL J/ FINISH NAIL ) • -- _ __ _ L SLOTTED STD 1"fP • • •10. PANELING 15 REQUIRED SET FILL/ NAIL HEADS SET 1 FILL NAIL HEADS • - T __ T _ _^ - T ( ) , ) , _ - ALIGN TOP OF - CONTINUOUSF R T WOOD CONTINUOUS F R T WOOD - R - PAN NOT C ___ I )l r WALL STANDARD I Y. -_�C--OOY�---- L _- _�,.-_- --�� STANDARD WITH FINISHED OPENING BLOCKING SCREwEU ?O METAL BLOCKING SCREWED TO METAL a. a Of CABINET, SET ALT. STANDARDS STUDS (WHERE CODES [DOES NOT STUDS (wNER.E CODES DOES NOT V-GROOVE PANELS ARE PROVIDED PRE-LT, INCLUDING NOTCHING, IN ROOM WITH LASER LEVEL, PERMIT WOOD BLOCKING, G G 1'0 PERMIT HOOD BLOCKING, G C TO ,, TO THE FOLLOWING FIN15HED SIZES _ SECURE STANDARD TO USE CODE APPROVED MATERIALS) USE CADS APPROVED MATERIALS) FURRING WITH MID-PANEL 22'W x 117 1/2°L a 3/4' TH ` i LEFT END PANEL 12 I/4'W a 117 I/2'L a 3/4' TI•'. ��iii/// • 2'-0i HORIZONTAL WOOD URR NG I � V1 __ ___ -- A SCREW THROUGH THE RIGHT LEG _ r -� (GYP TO GYP) OF STANDARD AT ALL HORIZONTAL RIGHT END PANEL 12 !/4»W a 117 I/?'L X 3/4' 1'H CABINET HEAD ETAIL _____ - o • FURRING. INSTALL ROW CABINET HEAD DETAIL _DETAIL 'STOCK ROOM' SHELF BRACKETS IN • (ADJACENT TO G1N8) ADJACENT TO _'SF-1'1 o • ALL 'WALL STANDARDS' TO CHECK LEVELNESS IN ALL WALL CABINETS i � 1'- -Q 4 • - -- -�— 4 I� pIMEN91pN_NQTe�_ CABINET HEADER DETAIL j WALL. CABINET ELEVATION C SCALE 3 • l'-0' A10 .I 0 FOR ROOMS WITH V-GROOVE . • • - - - . (SF-'I) FINI51-1ED WALLS 1 --- --- --- ALUM. J-CHANNEL ON �, 41• ('' FOR ROOMS WITH GYPSUM ""•�- • I a r ail •67 BOARD FINISHED WALLS I I 1/2" x 2 1/2" PLYWOOD FURRING 'BACK' WALL OF CABINET Y • 'ROOM' WALL 5 • �� 'SIDE' WALL OF CABINET ---- 1 I/2" x 2 1/2" PLYWOOD FURRING ~ ° --- -� �- - •- -_._ -• - -•--_--- 3/4' V-GROOVE PANEL (5F-9) _ U w OVER HORIZONTAL^PLYWOOD 7711 -_� " I r CWC n is "> ° FURRING ON 5/8 GYPSUM BOARD, �--' 1/4' x 13/16" x 12 1/2'L WOOD SPLINE 6 } S i ► I/4 a G.C. 15 NOT TO RUN ANY EXPOSED I I 4 GAS N:NG:I.:KA:RA.401:1E. z o Q w w ~ , - INSTALLEDECK, w -. FASTENERS THROUGH V-GROOVE I �.., _ I' O ,� _ z o PANELS - REFER MANUFACTURER +-+-- f V^GROOVE PANELING, i/) dj ► p g --------- I ; SHOP nRAwINGS I "`��_• I I/2 x 2 I/2` PLYWOOD FURRING INSTALL 'BACK' WALL B 4 _ u M V - NOTCH C `- - Ib' DEEP SHELF ON METAL SNEL' STAND / BING al ,- - -r' I �� c FIRST 'BICE' W4LL5 TIGHT Q n cA �i ; f -—H-d_« SECOND, THEN ROOM ; I - a I BRACKETS - PROVIDED t I -: WALLS LAST , • l` INSTALLED BY OWNER ! ', • INSTALL CASING TRIM, I , •. .ONTIN0005 3/4' X 2 I/2' PLYWOOD ' SIDES t HEAD • _ I __ ... _ FURRING SCREWED AT ALL METAL I ,� ) STUDS WITH *10 X 2'L FLATHEAD c---.1---"-7--"''' S\ GA 'N IM / S. G TR • _ N�+ SCRIBE .UT TIGHT TO • �- _GILL - J� SELF-DRILLING SCREWS (? SCREWS ---Jl y-��- --_- `� AT EACH STUD) I I \ 4000..."." WOOD FLOOR DURING — I 3/4' i 2 1/2" PLYWOOD FURRING .,ir ` FLOORING INSTAL ATIC'- ,.. F 1 vi -,, µ _ -_ I Z II \ II A10.1 '+ JAMB -. ! -- ..-- _- +a i I' INSTALL CABINET JAMB �r - •. / �_ ( ;--- ) \ TRIM SIDES 1 HEAD ----1C-7---1' > • \ - 3/4' NICK x 12"NIGH MDF BASE ' V-GROOVE LEFT END PANEL /� `~ t ! DECK, SCRIBE TO ALL WALLS I - ` J- NOTCHED AROUND CABINET JAMB t --/ i WALL STANDARDS; ATTACH To I -_- I I) -• V-GROOVE RIGUT END PANEL • • �� - �- 0 0 0 ' 1 BASE DECK FRAME WITH �`' - ± • CONSTRUCTION ADHESIVE I FINISH 1'"� -- ��' I . NAILS, SET I FILL NAIL HEADS l A 1 r 1 I �•.�_ --- V-GROOVE MID--PANEL . T I - - — l BASE TRIM: 1 I i-- BASE III, SCRIBE ro FINISHED I }:. .- 1 _______L I AFTER FLOORING w er•mr•ma. • 1 .- FLOOR (REFER TO DETAIL J/Al2.2) -- o INSTALLATION 15 e • -$r .. ALUM. WALL STANDARD 1 _ 1. NREM TTO WD B a ocr ..-. \ --- T-• • \ \ / `' - I I/2" X 2" ALUP'I. ANGLE ON O BASE FRAME ) ce Z ` I'-9" - 1' � INSTALL PRE-FAB BASE ---- cn w a p II 3/4" X 2 1/211 PLYWOOD FURRING , •. • I FRAME(5) AND FASTEN 71111. 11111i• I �- . �/• ' ') n [Sl .. II ALUM. ANGLE \--FINISHED /6'r CONT. /? x 2 G GUAGE LL I _::::=7----77-77.7777-77-777— CL N (CREWED TO PLYWOt7D FURRING W171; ------ PRE FAH MODULAR 3/4" MDF BASE N. `� #10 a 3/4°L SELF-DRILLING COUNTERSINK FRAME; SCREW FRAMES TOGETHER L__ • FLATHEAD PHILLIPS SCREW 9' C.C. t TO SIDE WALL STRUCTURE "1 a) 1 CABINET BASE ASSEMBLY WALL CABINET SECTION WALL CABINET ASSEMBLY E w A . SCALE N 1 5 SCALE N 7.5 Q 1 WALL STANDARDS, 3/4" x 2 1/2" ft 1 1/2" x 2 1/2" PLYWOOD FURRING, ALUM ANGLEO.C.' _ �� 3 5/5' METAL STUD FRAMING 1 IL OC. Z if DIMENSION VARIES (REFER TO WALL STANDARD SPACING MATRIX) 4 J-CIJANNEL,V-GROOVE PANELS, PRE-FAB MDF BASE DECK FRAMES, 3/4" MDF • - -FACE OF GYPSUM (GYPSUM BOARD 10 GYPSUM BOARD) FACT ! GIPSUM yr , BASE DECK TOP, CASING, JAMB I BASE TRIM AND LIGl-1T FIXTURES PROVIDED BY 5/$' GYPSUM BOAPt -- IL Q cr.Q BOARD (TIP) BOARD (TYP) - ►^TALL S1 ANDARD SF ACING BASF FRAME MODULE MATRIX OWNER, INSTALLED BY G.C. ALL OTHER MATERIALS REQUIRED TO COMPLETE THE 0 v ,,I G- CONSTRUCTION OF THE HALL CABINETS PROVIDED I INSTALLED BY G.0 ALL 1/2' V-GROOVE P.-.NELING (SF-I) - a• I. 0.1___;4, 1,_03.-�I• 1'--10' I'-IO' I'-0i" 1' GWB IO.V WALL STANDARD GYP. TO GYP. BASE FRAME MODULE(5) SHELF BRACKETS, SHELVES AND MERCHANDISING FIXTURES PROVIDED E INSTALLED ►ll in HOLD (TYP) a HOLD (TTY) HOLD (TIT) HOLD (TYP) QUAN- ITY DIMENSION QUANTITY 4 LENGTH BY OW'JER. G.C. TO UNLOAD AND MOVE ALL FIXTURES INTO STORE. CONTINUOus F.F'.;. WOOD BLOCKING - -- (r 3 +y_- — SCREWED TO METAL STUDS (WHERE Q • REFER TO CONSTRUCTION PLAN FOR QUANTITY AND SIZE OF HALL CABINETS. HALL CODES DOES NOT PERMIT WOOD - \ = I 1 2 3'-10 1/2" (1) 3'-8" 2 CABINET DIMENSIONS AND WALI_ STANDARD SPACING DIMENSIONS ARE CRITICAL AND BLOCKING, G.C. TO USE CODE J 0[ , +- `T—• • ARE TO BE HELD APPROVED MATERIALS) - - - \ - - - U < C c ��_�_ CABINET JAMB 111 (SEE DETAIL. .(/A!2 2) • ....4.A_ ' L - -L--- I �ihea 3 5 -8 1/211 (1} 51-bll FINISH NAIL, SET t FILL NAIL HEADS---------� Jam`-� - .-J L.L. L,J C) 0 cv :_.�_ . ..�- �� = _- T, ZZ/ �,r�' . _ �.. .I GENERAL NOTES _ •F j 1 CASING *1 (SEE DETAIL J/Al2.2) FINISFI «+ j I 5/8' GYP UM BOAP.D '� N. '\ I / 4 I --(c 1/� (I ) -4 NAIL, SE' t FILL NAIL HEADS / _ 1 v = Z ac o CO `f' a 0 a II �° GWB Z ULa d -1 I/2' V GRCXJVE PANEL (5F-I) OVER 5/$' GYPSUM �' I I 5 q'-4 1/211 (1) 3' 8" * (I) 5' F" _ , ,1, $ CABINET JAMB DETAIP. (ADJACENT TO GWB) o BOARD ON 3 5/5' METAL STUDS AT 'SIDE' WALLS I O Lu O P- n L • (TYP) WALL STANDARD SCREWED 3/.+' PLYWOOD FURRING • - 1— h ll'-2 1/211 (1) 31_8" + (1} 7-4', TO PLYWOOD FURRING ON (VERTICAL) - o Z (n Q I ONE SIDE AS EXPOSED • �~ - _ -1 I DURING ASSEMBLY 3 5/5' METAL STUD FRAMING P 16" O C - -- - -+ GLC < J r� II ( I ) .- " I o " 3 5/B" MTL. 5TUD WALL- ----- -�- Q Q I n' 5/8' GYPSUM GUARD _ ---- ----------- - � -- (.) r --' - - - -- - - i -- - -- - - • -- - 5/8' GYPSUM BOARD - ,p1m l I/2" V-GROOVE PANELING (SF 1) -� ...'.�. ., 1 i - 1 Ei 14-10 1/211 (2) 71-4" CONTINUOUS FRT WOOD BLOCKING C \ - - H M 3/4' PLYWOOD FURRING - �: - .-- ~ Wavy SCREWED TO METAL STUDS (WHERE �,`�,�FD AR( II .r (l IORIZONTAL) 1 A_._ 10 • " '�� M J CODES DOES NUT FCRMIT VIUOD ` i� __i BLOCKING, G.C. TO USE CODE .- �i D OUSE F A.10. " / APPROVED MATERIALS) j \ AV j- \\ 3/4 V-GROOVE PANEL (5F-9) CHER HORIZONTAL PLYWOOD 3i4 v GRCXJV[ PANEL SF 9 \ ° I ` \ • is \ FURRING AND 5/B GYPSUM BOARD ON 3 5/8 METAL STUDS �, illi 1 __--__ AT 'BACK' WALL SEE MANUFACTURER SHOP DRAWINGS \ , CABINET JAMB UI (SEE DETAIL J/Al2.2) � �^ ._��_ j_� 2x F.R.T CONTINUOUS WOOD BLOCKING WHERE CODE _ y O • [DOES NCTE PERMIT HOOD FURRING, G.C. TO USE FINISH NAIL, SET t FILL NAIL HEADS----- I M CAULK ANY OPEN JOINTS _..._ • COLDF A'aPROVED MATERIALS) L ExTENTS OF 3/4' MDF BASE FRAME 1 DECK (BELOW); FOR BETWEEN THE PROTRUDING 1 `^'� y ' _�I 1/2' V-GROOVE \ , I • WALL STANDARD AND THE CASING M1 (SEE DETAIL I/AI2.2) FINISH j (-TIP) 111 'SF-1' _ i GWB NAIL, SET 1 FILL NAIL HEADS -------.---...-___. • PANELING (SF-I) ON //.'GF 1,� ,� CABINET RUNS LONGER THAN 12' LONG, SEAM 7 E BASE 2 ' •----- -----5/8' GYPSUM BOARD ON 3 5/8' METAL STUDS -TYP DECK OVER A RIB IN THE BASE FRAME (REFER TO BASE V-GROOVE PANELING • ,t FRAME MODULE MATRIX FOR SIZE AND QUANTITY OF FRAME Sid" GYPSUM BOARD SEE 'FLOOR AND WALL FINISH' PLAN TO DETERMINE SECTIONS REQUIRED) WA�L STANDARD PROTRUDES - 05227 i IF ADDITIONAL LAYER OF I/2" V-GROOVE (5F-1) I/ BYOND INISE OF PANELING IS REQUIRED FACE Of BASE BOARD (BELOW) I/IGREDAN (TYP) CABINET JAMB DETAIL (ADJACENT TO ^�� SHEET • �� WALL CABINET PLAN DETAIL CABINET STANDARDS DETAIL H CA3BINET• JAMB DETAIL A10 • 1 . F . SCALE. 1 I/2` • I'-0' �" SCALE 3' - I'-0" . .._,_...,.,,., ,.e.+Ir•rw�.Me•.anrt,n..w1m•naaas /.«.•e. ► tfi ,,,,.-. . y M. :•e1eryV yN7 2 3 4 9 g 7 4 7 �� urnrrretrha � �IIIIII!1'; :: il,��jI ,I!i111�,1,�.1 • .�� • IOInm•Icm le 4 10 1 1 12 13 6 P. 19 20 21 22 23 24 2E 2f, o- 2t3 29 20 ' -...,_••ewe. -— 1 : N�NI 6 I t1 ilu,4 ,1,�1±! t l al•t I I ' ithi. 1Ja1�iltali.�i.11.ltliai�,ulli1ti4,LI,L J111,11�1 1144.1,t44Ll Llilhl' J. 14:14.44,1;► ,�1,414.14.4�t44ua .+,Gs,<ll iir, ' 3. 0 X • • • ',Lilc. r- 7. 4 1 ' . 1w w Z r II • , r • • . : > i.. lW '1l1t Y rub .:. , , ... .: .. „ .. ,. .... . r .\♦ . .. 1. n • , ... ',....,..;::,::,4:%-,,• !:,,.,;,_ ,.r : ..: ..�. 1. ':; .. ...•,. , .,. .- .. _. .' .... .r' 1... .• - ., . r:Vit+* ,', ti,. 4. •r. ,,. ...., �.� .,. , . . .. .w � - - , , • • • • -_ C • 10 ;A __�� _- 3/4'x 3'x 8' PREATTACHED FILLER BY / a• J"Bq - - ELECTRICAL CONTRACTOR SHALL VERIFY FOR - -- # �= CABINET MANUFACTURER (TYPICAL) . I"x 3'z 8' PREATTACHED FILLER BY �ti, SUFFICIENT CLEARANCE OF THE N FIXTURE �^ 10- PRIOR TO INSTALLATION DUE TO POTENTIAL `' CABINET MANUFACTURER (TYP) ri= 1 w CONFLICT WITH EXISTING OVERHEAD BEAM. �/ \'P G i NOTIFY AtF C.M. AND ARGHITECT FOR ANY • 3/4'x 3'x B' PREATTACHED FILLER BY -- - O 1 iii - BEAD BOARD (SF-3) PANEL OVER 5/B' GWB DISCREPANCIES SEE SHEET A4-I FOR EXACT • \ CABINET MANUFACTURER (TYP) -- , CO 10. f ‘I1 ' -- ON 3 5/8' METAL STUD FRAMING f+ Ii' U.0 LOCATION - - __ fYiI�T / S . BEADfiOARD PANEL (SF-3) OVER 5/B' M --- • Ir ' S� GWB ,JN 3 5/8' METAL STUDS P if' 0.C. -- -f 4 im � CV PG\\qr. L'Imil 1 II_5it. c�i\ J PREFABRICATED PREFINISHED BOX BEAD BOARD PANEL (SF-3) OVER S / r (END PANEL) 5/8' GWB ON 2 I/2' METAL STUD `� • �'A FE cto CABINET PRCNIDED BY OWNER AND BEAD BOARD PANEL (5F-3) OVER A3 FRAMING V Ii' O C V \ INSTALLED BY G C - - ---- - ---------------------- J ! -- 1 / ,\y•,/ 4,� 5JB" G X18 ON 2 I/2 METAL STUD r - y 10.? \ I P FRAMING li" 0 C 1 I D A 14. '4. I •i 10. (22' OR 44') SEE I I, 1 D � RECE55ED WALL STANDARDS BY c ABINET R. r ; CONSTRUCTION FLAN CASING x2 (SEE DETAIL .1/Al2.2) I-• O MANUFACTURER (TYP) CASING 03 (SEE DETAIL J/Al2.2)--- � I 4 •10. M QQ I�� I ? \ , 4 I _ ( -moi144) V �;i l Z , TrotI I I ( __ _ �� D FF S_ �'' � OPP � r I • U- Q zPREFABRICATED PREFINISHED BOXrtry • OPP • f- �~ T (N ET rely CABINET PROVIDED BY OWNER AND / ' 10. IO MANUFAC U RERLETYPY-r NOTE _ 1 r all I INSTALLED BY G.C. f ) ( ' I ,..!:::) { , Q I / .riloo G.0 TO PROVIDE AND INSTALL !F Z • in• LE _J 4 _ - NOT EXISTING) ---- --- m 3/4'x 3'x B' FILLER BY CABINET I / \ , % `�. 1 [ -r------44,/ 1 { MANUFACTURER (TYP)' (NOTE G.G. \ II l TO PROVIDE AND INSTALL IF NOT �' , �+ u`� \ —~ RECESSED LIGHTING FIXTURE I .. - L!NE OF CAB!NE7 BASE (BELOW) EXI5TING) - -- M`- I S g �r PROVICED 8Y OWNER AND CD w �, I,-3 w 1 �1 A NS" GCD Z 1:47.-----..---� i f oxHOLE(DECK) —-1 —_ _ .� RECESSED LIGHTING FIXTURE ?~ ? Z I w PROVIDED BY OWNER AND _. .__ .- - B2 -I V Q • -4 INSTALLED BY GC. IN PREDRILLED ---- to _ L.- (BASE) w w HOLE - - - 10. —1I 1 A Q ,M ---- I Art t`_-�. ____ U • 'ILL i I rr---- - filc- I—) • --• mit c �.� _• t`7' a L - (BjW2 & W4 CABINET LAY-OUT DETAIL __ ____ _ '''� - "I -- - -- ADJUSTABLE SHELF AND BRACKEN l< I 10. (TYP) PROVIDED BY OWNER, / 1 i/2" s I'-0" ' ' INSTALLED BY G C ------------------- ADHERE CABINETS AND TRIM, CONCEAL AND ADJUSTABLE SHELF AND BRACKET - -- (TYP) PROVIDED BY OWNER, J / FASTENERS USED INSTALLED BY G.C. ----- - .a �/ EY - PREFABRICATED PREFINISHED BOX apt CABINET PROVIDED BY OWNER AND p \ / a P2 ' I ft � INSTALLED BY G.0 , \ �9 ►41 lb ui �- --- G.0 TO GLUE CASING BLOCK TO THE FILLER N• 1' i BLOCKS g ill r _ -.- - UNE O' CABINET BASE (BELOW) i ' #4 , Z Lu r ti w F- > � '� it) ♦, . L�-.- �ii �/' /-- CASING it2 (SEE DETAIL 1/Al2 2) PROVIDED BY \ i _? r CT11 u •, / OWNER, INSTALLED BY G C i o ► L.=---4-:--- - 71.71--_ _„ . jj tii (4 44 • Z Q J - IVO O 1 Q Q J• iv Act Q _ _ � . o 474 nuc o Ra Q �l d �y L--- DASHED LINE INDICATES EDGE OF CABINET ABOVE iT p z _-_ _. DASHED LINE INDICATES FACE OF BEAD BOARD z w "4 \ PANEL (5F-3) ABOVEcc�- ADHERE CABINETS AND TRIM Ct7NCEA� ANY �ii 128 Y AST USED -lit Al IUl4 & M2 CABINET LAY-0U1' DETAIL Q F aa U -- "� PREATTACHED 3/4'x 3'x 8' FILLER BY CABINET (N A� Q ii r'1ANUFACTURE2 (TYP) U I I/Z" s 11_I^II ✓ U - Fir -- DREF1N15HEC CABINET PANEL OUc I G.C. TO GLUE CASING BLOCK TO THE FILLER BLOCKS, THEN NAIL AS NOTED11 � BZ W-2 AND W-4 CABINET CONNECTION 3/41x 3'z B' PREATTACHED FILLER cii BY CABINET MANUFACTURER- - - z r--- ADHERE CABINETS AND TRIM CONCEAL ANG 311 11_Uu BY 3CABINEMANUFACTURER FILLER - -- -- -iM0 FAfiTENERS USED• G.C. TO GLUE CASING BLOCK TO THE FILLER PREFABRICATED, PREFINISHED BOX .. BLOCKS ct CABINET -- - - -- - --4 { 4. I I S' h IA in . _ } - -----'-- -------" ADHERE CABINETS AND TRIM CONCEAL ANY 1 p � 0 d ----LINE OF CABINET BASE BEL_OW (END PANEL) FASTENERS USED ^ ' j i LINE OF CABINET DECK BELOW � I u I v. �' I DECK SUPPLIED BY OWNER- G C I'-4' I -44 1 t- ' I FACE OF BEAD BOARD PANEL ABOVE TO INSTALL AND SCRIBE BASE ~— • • I- BOARD TO FRONT FACE CABINETS (BASE) ;END PANEL) a '.,•: �� I �/ - --� �- - DASHED LINE INDICATES EDGE OF CABINET FACE �` .. i.� / CASING ft3 (SEE DETAIL J/AI2.2) PROVIDED ABOVE PREFAtiRIGATED, PREFINISHED BOX i' 'Q BY' OWNER INSTALLED BY G.C. \ I -34' -- -- FACE OF BEAD BOARD PANEL ABOVE CABINET --- ----_�...______� n p O I- - � a �� \\ (DECK) I w Cl • • - CASING A,7/Al2.I SUPPLIED BY OWNER INSTALLED NaleNH MTV SCRIBE BASE TIGHT TO 2X4 CROSS i-:- BY G C V) x Z n FINISH FLCYJR - BRACING � 'U', _fikv N2mIi \ 1,_4_,: PREATTACHED 3/4"x 3'x 8' FILLER BY CABINET t` ri`' 3k [1. •`•' . ' MPNUFACTURER (TYP) = i CV FIN151a FLOOR iT7:11_11 4 �l „ _� FINK FLOpQ = . -PREFINISHFD CABINET PANEL - • t� '---_- i____ - PREATTACHED 3/4'x 3'x B' FILLER BY CABINET G 1 MANUFACTURER (TYP) -__- -?__ .-_ ---.._-, � Cn I - --- LINE OF CABINET BASE BELL , 2 X 6 SUB PLATFORM RIP ON - / / , PRETINISi-IED CABINET PANEL # C ff UNE OF CABINET DECK BELOW SITE - - - - - LLJ -----\\ IIS J k' �-_•••• .. 0 ., • Q W2 & W4 CABINET SECTION a A2 M2 AND M4 CABINET_ CONNECTION f..‘-. M 2 AND M4_ _CABINET SECTION W2 AND W4 CABINET (B4) _ — - cn I/2 - II-0" :r 311 >c i'_p1' — 1 1/2" - 1'-0" CB* __ D 3 ' --� CONNECTION 4 311 s I'-0" a r_) • CC A M2 AND M4 CABINET DETAILS (MAHOGANY CABINETS) W2 AND V1t/4 CABINET DETAILS ( WHITE CABINETS ) s SCALE n5 NO`LCC SCALE AS NOTED 4s�lr -� 3'-III' 7-IO4' 11'-10' = < Cl) cr .1 1(ROUGH OPENING) I ----_ (ROUGH OPENING) - (ROUGH OPENING) .� z co) 47, U CV --- _ -- L - 5 ADHERE CAB NETS AND TRIM CU!JGcAL AND j CABINET i CABIN!: ? CABINET I CABINET______ CAB!NEt CABINET a = L Q9 FASTENERS USED BEAD BOARD PANEL (SF-3) OVER -- ----_. I'L ' .-.i. r:.:. ... ate.. •. ._...._ •.._-n� s�• a<-_.. _...:.xs .•_.::::s :::-.-.:..._.i 5:::4 Z Q'. --T-- T ` 5/8" GWB ON 2 1/2' METAL STUDS w W t/1 O L • 1 BEAD BOARD PANEL (SF-3) OVER 5/8' GWB ON 3 PRAT-TING li" O.C. -- - - ( w IT) 44' CABINET RIM IN_ RIJN (3) 44' CABINET NUN Q • 5/0' METAL STUD FRAMING P 14' 0 C. i- T DASHED LINE INDICATES FACE © �, t �-- - LINE OF WALL BASE BELOW OF BEAD BOARD ABOVE- CTP - ---.____ --_ - + CJ CASING SUPPLIED BY OWNER, R. !� (ROUGH OPENING) � � = uj � Z 1j1 5M - INSTALLED BT G.C. (CASING 42 AT --' -^ - _-- \!9; a } ♦ I r — CASING SUPPLIED BY CX^lNER, INSTALLED BY C.C. T AT M2 / M4 CABINETS) CASINGETS AND SE83 1 44" 44' 44' 44' < W cn W a w (CASING N2 AT W2 1 W4 CABINETS AND CASING 43 A DETAIL J/AI2.2 Q N GABINE ! CABINET CABINET CABINET (� Q In U . 17. 112 / M4 CABINETS SEE DETAIL J/Al2.. . .2) N.. mom�t ' - � - - a ` _ , T G.G. TO GLUE CASING BLOCK TO THE FILLER BLOCKS, \ t) p .2.`.4‘t - m stI:ry zji\' (41 44'_gAMNET RARi.,. _'. . _ THEN NAIL AS NOTED - ��rC"-1 �� C1• ; (MT Inv k . \ \\.`\.` �' ,�,� ` PREFINISNED CABINET PANEL ---- �' CE ` 3 NPREFINISHED TOP PANELIn tzl • OFB ADDASHED LIBOARD NE INDICATES (AEtOVE-FATYP. + �` � i;p`''�% Cv 0/NI0 Al E' •USr. /a �- -LINE OF CABINET dA .i BELOW AT M2 AND M4 CABINET END PANEL BEYOND- -----� 2'-I " 6 �, Q r�,�' � 3'-u ' ; o J 9'-I! ' s p • J 2' I " - \�. •♦ .U5 rTfilo , . . (ROUGH OPENING) ROUGH OPENING) 1 ' 4 CABINETS ONLY PREATTACHED 3/4'x 3'x B' FILLER (R.n.) = :Y ��'. o = n. . 1111111 r ` Req 45•' BY CABINET MANUF.,CTURER (TYP) _-- - - - . -- -- l - • !yam (ROUGH ENING) (R O �(� '� -LINE OF CABINET DECK BELOW AT M2 AND M4 /IIM �M ..°M1 TCOF Opti •i-.••••,t;._ \ CABINETS ONLY CABINET �' 44' 44' CA©!NET CABINS 1 CABINS illCABINET FREATTACNED 3/4'z 3'x 8' FILLER BY CABINET 1 `-5/81 _ 05227 MANUFACTURER (TYP) I 7 5/B' •- •.r._.. - ....... _.�_. 1,41. IlLtr_DAIIINEI ASR( (R 0 ) (R.O.) (R.0 ) -- II. 4.:_PLUI 1k32__GA 1 44'LIRRI 11ANCLEISANT RIR( LI.447 PLU8.11-33' ANGLED CABINET RUN I2) 22' ANGLED CASRRUNET R -.__._____ SHEET .......• . CABINET JAMB DETAIN D CABINET HEAD SECTION CABINET ROUGH OPENING LAY-OUT DIAGRAMS A 1O . 21 J SCALE 3" 0" E i $GALE !/2" I'- 0" ;i., AO LEGIBILITY STRIP CFTI l '`'^ ^mo*.,rn I 2 3 4 5 '1 9 IG 12 I '4 le, 1'7 Ie i0 �i ?-3 -q ?r. ,- , 27 28 29 imilmiimaiiiiiiii... - i 1 " 81 I 1 OI •-' y 4 e I il li, l + ��w . ,, . �J+. l!�. lel ll t1 1�1 i,4 , II11''''�''II,,''''''11 I'''I1 1' ,,�� l�� 8 L • wool,� • •�� 4 11. ' '•. ,.Ul!iW..a�.4..141ij.. it I , III I 1 111 3 - 11) X . , , • 1 , .4 t, : • , • • 4•,• ti • • 3 5/8' METAL STUDS I IG' O.C. SECURE TO j I 3 5/8' METAL BRACING r STRUCTURE ABOVE (NOT TO DECK) - - -- - 48' O C., SECURE TO • c. STRUCTURE ABOVE (NOT ti 1.1.11 3 5/8" METAL BRACING • TO DECK) 48' 0 C , SECURE TO / STRUCTURE ABOVE (NOT /// / e 1 I /i'/ / Iitt ,O DECK) --- -- -• i / 1 ca j.... cr- I i/ + / SEE REFLEGT_ED /� 5;8' METAL STUDS • IG' / �� In - ‹ -f- 3 _- SEE REFLECTED • P"'� tV 4111.I STRUC SECURE TO \CT/E NOT + } /� CEI'ING PLAN" �\\ } CEILING PLAN V ( / 5/8 TYPE X GYP. BOARD �` TO DECK) -- --- --- i ON SUSPENDED FRAMING ( t0 + GROWN VARIES, SEE j REFLECTED CEILING PLAN' Ai CROWN VARIES, SEE / i// FOR APPROPRIATE CROWN - C.111 :11 FOR LAPFROPRECTED EAT�CROWN I O 5/8' FRT PLYWOOD "" '�,' INSTEAD OF GYPSUM " ` f SEE REFLECTED BOARD DIREGTRLY BEHIND \ I) CEILING PLAN - ,, ] / TRIM (TYPICAL) - --- - r-- -- O SEE 'FINISH PLAN' FOR - •{APPROPRIATE FINISH 5/8" TYPE 'X' GYP BOARD SEE 'FINISH PLAN' FOR -- - 1 fir) _ ON SUSPENDED FRAMING - j APPROPRIAI E FINISH - CD _Ei?_ CROWN VARIES, SEE 5/8' TYPE 'X' GYPSUM 10. >- I / 1 BOARD ON 3 5/8' METAL Q • • REFLECTED CEILING PLAN' u " FOR APPROPRIATE CROWN p STUDS • Ie' O C --- �+- - \ . . • 5/8' FRT PLYWOOD _ EJ INSTEAD OF GYPSUMSEE REFLECTED CASING > ' (SEE DETAIL a BOARD DIREGTRLY BEHIND CEILING PLAN J'AI22) ---- p 1 CD WTRIM %TYPIrAL) -_------__--__-__,. i Z CASING #I (SEE DETAIL , . ,Y . �� f:-- si - CRO NVARIES, 5EE4000 J/Al2.2) - - - -- - 112.i� A2 REFLE!TED CEILING PLAN' J �_-.._._----------r\ r _ • 5/8' TYPE "X' GYPSUM < IU. FOR APPROPRIATE CROWN ------_-__ -__-._ . .._..._..-___- �.w/ 5EE REFLECTED - - ---- - _ - Q • BOARD ON 3 5/8' METAL �♦ If �� CEILING PLAN , '- \______________ STUDS I IG' 0 G. - - _ _. i /4 \ ..c" - �I i SHOE MOLD - _�_-_-- 5+OE MOLD Z 1.) I . , - TRIM BOARD #2 (SEE JSE DETAIL I I (SEE DETAIL. IEEE 'FINISH PLAN' FOR SEE 'FINIS!-I PLAN' FOR -1 I DETAIL J/Al2.2) --- J/A122) APf'ROPRIATE FINISH 1.� - -- F APPROPRIATE FINISH 1 --,... La- `1/Al2.2) -'• , , I 9j R - 1 i_-. j LTRIM BOARD #I GUT TO II 16.!:::::) CASING x1 (SEE DETAIL ` ? FIT (SEE DETAIL ,J/Al2,2) - - I + M ,,,„..... • • . " j \ 7 •, ,i, SEE REFLECTEDi ---_ 1 _ )1 B3 -- I • CEILING PLAN 10. SHOE MOLD (SEE DETAIL J/Al2.2) t SHOE. MO U (SEE DETAIL • TRIM BOARD #3 (SEE m ..1/Al2 2) DETAIL .11AI?.2) -- - -- ' 3 "i,---3" -_ -- - - -- -4\44- - - -- -- - 4. -----s 3" 4 TRIM BOARD #3 (SEE ----_ -.____ • rtnv DETAIL J/Al2.2) _ EG I I �„t��- FRAM G.C. O SUPPLY AND 1N .� 3 5/8' METAL STUD 1 RIM BOARD 82, CUT TO - • �-- TO SUPPORT HOUSING ANC - \ \ --TRIM BOARD #2, CUT TO - -- ,., FIT (SEE DETAIL J/Al2.2)-- -- -_ SECURELY TO WALL FRAMING, • Y w H- FIT (SEE DETAIL J/Al2.2) I- - , -- - - I - - - - w U K • S. \ HOE MOLD (SEE DETAIL• I n Q w Q Pi. ,-•A.3_, - T t J/Al2 2) I I 0 1 -+' 11 S0 t� Qw Q i. I I / N W 'CI 1 / , , , s : �� I 5/8' F.R.T PLYWOOD c� Q INSTEAD OF GYPSUM "' I BOARD DIREGTRLY BEH,N'� 1 L_ -�_ L_ • --------- -�1 - TRIM (TYPICAL) - -_ I _o-- - - - - - -- -- I 1 i . --- - - 5/8" TYPE 'X' GYPSUM G.C. TO SECURE VERTICAL -- TRIM BOARD #3 (SEE ( ! BOARD ON 3 5/8" METAL STUDS TO HORIZONTAL FRAMING DETAIL J/Al2.2) - --+ 7 j14 STUDS I 16' O.C. PAINT USING T.EK SCREWS. (EYP.) N. N • • I � • • P-I SHOE MOLD (SEE DETAIL i `1 ' , ‘N. , cr J/Al2 2) - "I \ i? -- SHOE MOLD (SEE DETAIL G C TO SUPPLY AND INSTALL ' \" / J/AI2.2) 3 5/8' METAL STUD FRAMING , I , o in TO SUPPORT HOUSING ANCHOR \ i " . . SECURELY 10 WALL FRAMING \ TRIM BOARD #I SCRIBE I----- 1 \" , - • TO FLOOR (SEE DETAIL .,/, - TRIM BOARD #I, SCRIBE TRIM BOARD #2 (SEE NI. - w .L/Al2.2 ------ - -.. - . _ I TO FLOOR (SEE DETAIL - ~ DETAIL JIA12.) Li Oa FINISHED FLOOR -- I Q w ` -FINISHED FLOOR .� - (Y ,_ \\ ' 1 SHOE MOLD (SEE DETAIL I• `r • � /!�IIIy �� //�5/I/1 .-14'(•, - - - }- -- --- -- - - -- -..___. Q c.) Al ELEVATION/SECTION 310N/$oCTION n SECTION • - � I n Ads. N L1 0 TRIM BOARD #1, SCRIBE * N. I TO FLOOR (SEE DETAIL Q) f- • J/AI2.2) ______L_____,.. 0 REFER TO PLAN I 711 U) Y U 5/8" F.R T. PLYWOOD W INSTEAD OF GYPSUM - - U Q BOARD DIRECTRI-Y BEHIND i = TRIM (TYPICAL) -_ - ,c' B 1 ELEVATION-SECTIQN a SCALE: 3 ■ 1 -0 U) 2 [SEE 'FINISF1 PLAN' FOR -- `N\ -- SEE 'FINI51- PLAN' FOR l �') Q • APPROPRIATE FINISH SEE FINISH J Qcr O o \ 5/8" F.R.Y. PLYWOOD --: CC 5/8' TYPE 'X' GYPSUM IINTEAD OF GYPSUM '' BOARD ON 3 5/8' METAL -,, - �` ARD DIRECTRLY BEHIND I W N ` STUDS • Ib' O C - -+- - \' LINE OF BASE (BELOW) TRIM (TYPICAL) --------- - - . , �_. SHOE MOLD (SEE DETAIL -__ Q LINE OF BASE (BELOW) I !/AI2.2) SEE 'FINISH PLAN' FOR _ SEE 'FIN15H PLAN' FOR -I Q � APPROPRIATE FINISH l APPROPRIATE FINIS✓` I -� } 1 :, 5' -- TRIM BOARD #2 (SEE sY CI) c4 / �+� DETAIL J/Al2.2 4 CASING #1 (SEE DETAIL 2 4- ) Z �,� J/Al2.2) -- ► ! • 5/8" TYPE 'X" GYPSUM 1-- ` - - TRIM BOARD #I, CUT TO BOARD ON 3 5/8" METAL F_4 "' W Q N i LINE OF BASE (BELOW) IL r (' I L_-- - - _ , Z 71FIT (SEE DETAIL J/Al2 2) STUDS • 16' O.C. - \ I = f� M c_ - CASING #2 (SEE DETAIL ~ --,v .._ -------, _ 0 CI ` °' • 3" 3 I/Al2.2) 17 Q TRIM BOARD #3 (SEE I S440E MOLD (SEE DETAIL J/Al2.2) �1 \ ILAJ n CDQ DETAIL J/Al2.2) - 1 f 3" 4� 4 3" a I 1 5/8" F.R.T. PLYWOOD JAAS112Nc?s)#I (SEE DETAIL --_ 1' ? \ r ,, w r I_ ._ -_ - __ - - - _ -_ -- -� ... -41•J , , INSTEAD OF GYPSUM I' 5440E MOLD (SEE DETAIL I -- --- -- - - -- - -- - I I Illll BOARD DIREGTRLY BEHIND -- __.___r_ - -- �--- �� Q w TRIM (TYPICAL) _ -- - I i C� w J/Al2.2) I O • -- - ON 3 5/8" METAL tYt PSUM BOARD I 2' `t - - y_ - _� �f (-� - t/) C� L MOLDBELOW (SEE S4-40E I i I IUDS I b (n :S - I (SEEI ri _ - - O.C. PAINT P 1 DETAIL J BOARD 2) . -�- I / m Q Lf) 0 Q __I SEG TION) _._.------ --.- I iNsTALL T 1 I _ A2 �1 --- 3 5/8` METALLSTUDDFRAMING r" , , in i •10. 10, I TO SUPPORT MOUSING ANCHOR .Cl-Q 4 I- SHOE MOLD (SEE DETAIL ( ) , SECURELY TO WALL FRAMING I/A122) j) EYP - - i . I I -23 - --- SHOE MOLD (SEE DETAIL `*�� R �� I 1 I ----__-� 1 I I t 1.1 - ' J/Al2.2) TRIM BCnon #1 WITH SHOE �C5 npvin L CUES c\ MOLD - BELOW (SEE - -TRIM BOARD #1, SCRIBE SECTION) -- - } �� TO FLOOR (SEE DETAIL- ■ J/Al2.2) -10 , •110, PLAN DETAIVt • A SCALE: 3' - I'-0' � LINE OF TRIM - ABOVE X10 -FINISHED FLOOR (TIT) - -i 7 ____41_ ___ _ ___ . ,, , • -- -' , // // 7 i/ -11" B r� SECTIyN D A PL.N D�TAII, B05227 2 SCALE: 3" ■ I'-0' �7 SCALE: 3" • 11-0' SHEET - • .. ,. RASS-THROUGH SECTION, DETAIL & ELEVATION PASS-THROUGH SECTION, DETAIL ELEVATION A10 . 3 A ,,,LE ," 0" B SC.L.LE 3" • I'- 0" . • • • CT 1 • ....... ..„._ ... 'LEGIBILITY STRIP + �m 1 2 3 4 9 o 2 13a 6 1 as 20 zz 2 23 at �'e F z- 2e ;30 X...,_,, . � aY F c:, ,,, ,: , „ ... . ... i7' I 1 01e HON.y ....i;.4i 1 !441 !•alt .141444444110016010011116104410.11. aaI Gt. la1L:LU� 1. 11 ! tl44l1t ad l , ! ' Ii' Ir • •i y f ,. . r ....771111111911 , J c' • • I • Si ♦ \\ + ♦ ♦♦ _— — — ---- ------- 18 GA. 3 5/8' METAL ♦♦ BRACING e 48' O C , SECURE TO STRUCTURE /.1= • ABOVE (NOT TO DECK) O 5/8' TYPE 'X' GYP. BOARD ON r c‘it: 2X4 WOOD F.R.T. CROSS CEILING GRID STRUCTURE _ ` - - - -- 18 GA 3 5/8' METAL STUDS V M BRACING AT 24' 0 C00 - -- - E TO I STRUCTURESEACURE (NOT TO 5/8' TYPE 'X' GYP BOARD 1 DECK) • �� ON SUSPENDED FRAMING----- \ I . i -5/8' TYPE 'X' GYP BD d ♦♦ SUSPENDED FRAMING 410 cc Ji ; 0 ;471 ) 0 ] SEE REFLECTED REFER 70 DETAIL 0�1 S++:ET A3 "" SEF CEILING BEAD BOARD (SF-4) CEILING PIAN I -- --J1rI f 2' 20 GA METAL ANGLE PLAN C ' �' 'I + PANEL PROVIDED BY ' �' i \ -i- i� OWNER OVER 5/8' FRT 5/C' TYPE 'X' G.YP'sUl1 BOARD CAN fIN0005, SCREWED TO v til M SUSPENDED CEILING STRUCTURE 12. I' PLYWOOD INSTALLED BY n Ar IG' O.C. WITH SELF-TAP �' r I D.F BOARD CROWN TYPE 'A' (SEE SCREWS - --- / 1 �'� ANGEEEWITH SEA TAP DETAIL. A/AI2 2) - -� PLAN REFER TO CEILING. CROWN TYPE 'A' (SEE FLATHEAD 64._.. 0 DETAIL A/Al2.2) — •. _-y � COUNTERSINK SCREWS ilto_ R_EfLECTED :: :' • -- t. T15 4.) CII-- - -- - GROWN TYPE B (SEE E L NG iw N .. 5/6 TYPE 'X' GYPSUM BOARDTRIM --..� I �� L.-- 1 2 //G CROWN TYPE 'B'• TRIM BOARD a3 {SEE '` ' �- -- (SEE f - TRACK LIGHT FIXTURE DETAIL J/Al2.2) I REFER TO CEILING PLAN L y,_ DETAIL B/AI2 2) FOR TYPE t QUANTITY ® L...1 - -- -_.. ------ - ('� ILL�� , - ;SEE LIGHTING PLAN ) - k --� - - - A:1 SHOE MOLD (SEE DETAIL TRIM BOARD *4 (SEE 1/Al2.2)----- - War 3/8' BEAD BOARD (SF-4) PANEL SEE REFLECTEL_-If aj i••• Q DETAIL J/Al2.2) - 3" L. PROVIDED Br OWNER IN 12' LENGTHS CEILING PLAN �a cz (KIDS) G C TO INSTALL BY NAILING T - THROUGH GROOVE (NO FACE NAILING) V TRIM BOARD 143 (SEE --- REFER 7O CEIV ' 'TYPE 'X' GYPSUM BOARD Ill • DETAIL J/AI2.2) -___._-_-_ ------_--._ -_ NOTE'. IF SPAN IS RIDER THAN LENGTH OF 5/E BEAD BOARD PANEL PROVIDED, G C TO imj:::) CUT ENDS AT 45' (STAIN ENDS, NO BUTT JOINTS) AND RANDOMLY STAGGER 'LOOSE M JOINTS (2.0 FALSE BEAM SECTION FALSE BEAM SECTION ( VESTIBULE ) B SCALE 3" !' 0' POP-BJP CEILING (CANOE €;QOM - ADULTS ) ./ x:-- - • .....] < A .. - • __ J:,✓RY _ A -- -L VO117 1 CA'✓ -v w lY _ \—L' DRY r''I!X ^ATER _ vNOTE ALL G.W.B. SGREYVS ` ` —� !,--?--,,,\ / A": +rs DECK „, °ju'� nARE TO BE F 8' O.C. ATJ 1111--__ v i _..,,r_- ALL G.W.B. JOINTS AND _,1 — I I u 1 ABOVE p Q ir 41(2144 9 Y AT NE PERIMETER 12' -- — — — — 3 �i w Q O.G. IN THE FIELD OF THE — u� m BOARD c..- "c::•-� FERAL WQOL BATT W I I O 5uLAT'ON PACKED INTOCC • MTL STUDS BRACED —� A 1'- FLUTES OF STEEL DECK TO STRUCTURE ABOVE I I o • AS REO'D - - - - - - ---- - CEILING RUNNE • 1- --20 GAUGE CEILING RUNNER I IY ,9 - W —5/8' TYPE 'X' G.W.B. OVER • FIRE STOPPING PER _ I I I 7 , - — - -- STUD BEYON o x 20 GA. MTL. STUD _ LOCAL CODE (TYP.)--� FRAMING r!►' 16' O C - PE.;-' , c.� U.L DES. ttU4 .5 ON Q (I) LAYERS OF 5/8' TYPE 'X' _ - I lY — I li- R� RATED PART - - ---4 G w B ON TOP AND BOTTOM L? O — r CONT18 GA DEEP LEG DEFLECTION > ' OF METAL STUDS (I HR, G RATED CLC.) Y 9_0” A.F.F. (� w w (U L tt L524) r Q TRACK (1 1/2" MIN. DEEP LEGS). CONNECT ct _— �,, TO ROOF STRUCTURE WITH (2) #12 gl i -._ SCREWS �� 1611 O.C. a I l CONT. 20 GA, BOTTOM -5/8" TYPE 'X' G.W.B. EA. a „� z SIDE OF 3 5/6' MTL. STUD TRACK RAMSET TO CONC. ` CONT 3 5/8" X 18 GA, TRACK WITH (1) *12 -.--3 - TIGHT FROM SLAB TO J SLAB AT 32" O.0 SCREW IN EACH FLANGE OF EACH STUD F RATED CEILING ABO`JE - v RASE - SEE o CODE) (U.PttDU465)PER LocAL o SYSTEM No. HW-5-0001 _,/INTERIOR ELEVATIONSI. • m • ird s l I' w 3/e" BEAD BD it, • PANELING OVER 5/8" a EXISTING CONCRETE • TYPE 'X' G.W.B. — _ I }_. , SLAB i CO HR. RATED QQRRIDOR N • ADJACENT I ADJACENT N. <� R � - , 0 1 _ JJ SECTION A-A FIN(. ;..•.. FLOOR T 44,w 0 c U.L. RATED CORRIDOR SECTION RATED CONNECTION DETAIL NON-RATED DEF= LECTION TRACK ,�:� 1 - I . SCALE N T.S. SCALE N.T S z i Q Q 0 ow • Cr W f/1 CC • Q I- ce0 EXISTING BAR. JOIST ---- - - i2 GA. VERTICAL HANGER WIRE in (_• Z SECURE TO STRUCTURAL STEEL - LU © N MEMBERS ABOVE P 48' O.C. -IP U f-' N �) _ __..._.. EXISTING BAR JOIST Q • 0 = Z L.) - ------ HANGER WIRE SECURE TO BAR JOIST U Q Z LU c) HANGER WIRE SECURE TO BEAM - Cr: 0 E ::.> tn 0 z cii d 12 GA GALVANIZED HANGER --_ cr WIRE P 48' O.C. MAX - --------------1 \ 11.1 z SECURE SUPPORT HIRES TO 0 m "Q 0_ i 40 \ \, STRUCTURAL STEEL MEMBERS • U ; , ABOVE - NOT TO ROOF DECK Q 3 GI I- I �� '\ REFER TO DETAIL "B' THIS •i'• 'ii , `-t. .� SHEET l 11/2" X 16 GA COLD ROLLED STEEL �V DA\.0,1E.A'1 N Y' E CHANNEL USG DRYWALL HANGING • CHANNEL-- - --____y - - 7/8" CHANNEL FURRING F 16' O.C. - SECURE TO 1 5/8' METAL JOIST FRAMING WIT1a MIN. 8 GA. vlifi 'a,•,i, OHIO , , WIRE \ �. TIE L/R • RATIO.NOT�XGEED 200 NOTE: LL�_._3A71Q_NQI_AcSD 200 05227 J...... ............ SHEET ' SUSPENDED CEILING ANCHOR DETAIL GYP. BD. SUSPENDED CEILING DETAIL G SCALE N I S H ',',AEE N r 5 A10. • tlil,i01110111111iIt11 I' II wuwwwrn' y $+imp"y15; vn'.,:, i LEGIBILITY STRIP om I:I cT I ' IL,11111111I11 ,N111111 III111111 III I,II II IIII I I !! !I' 11111!iIUIIIIIII Illlltl'll'' n 18 I I I'g I g i (t 1 Ij I I I' I I i�i�lli, UIIII IIIII�IIIiIIl11 IIII 3 4 5 8 7 5 6 IO II 12 13 20 2 22 23 24 25 20 27 2.8 24 3 JJ\ 1 6 SII 1 I 41 MON; . ' 1 6 ` _..,x1, 1,,1 ' . I .. � IJIa.il l illl��.tl.11!i�I1�,1,adtliL ailAl,, lial 1 i1i1 .. .11 1 - 111J.14414.4414444i1J.ii1 44i • 3 0 X . •.i ` -''';'1'.:1•:;:.,..1': l r `�` i'.:'.... i1'. lAr I 1, -WALL BASE MOULDING TO - - - - �j ----d7:1- END AT CORNER TO ALLOW THE INSERTION OF 1• / BACKWRAP FIXTURE. REFEk TQ ELECTRICAL DRAWING T 3 f/ 3 5/3' METAL STUD BRACING AT 4b' / ~� FOR STUB-UP LOCATION ------- -- __-y - 1 � Q � ! ` \ / O C , SECURE TO STRUCTURE AEIOVE, / �`. _- - �- put::: 0 NOT I O DECK -._- - - - — � < /--/ 3 5/A" METAL STUDS AT 16' O C , \ / / SECURE TO STRUCTURE ABOVE, NU` TO �� I/8" I DECK CLEAR. rn - ► f co -� LINE OF `�- �11 � �� " _ BACKW LOCATION OF CASHWRAP / 410 / / Q_A I / THE G C 15 TO MAINTAIN A 6 LEAVE-OUT IN THE PLYWOOD �4 , _ �� / �/ •,. I ! SUBFLOOR FOR 1/2' ELECTRICAL / - SEE 'REFLECTED I CONDUITS (DO NOT TRENCH OR ---T- ---7--- �\ / / ` v.? _ - CEILING' PLAN CORE DR LL EXISTING SLAB) - \\// ` I 1 REFER TO ELECTRICAL DRAWINGS I 0 I ::: :::1:1t : TT± '^ \ _ -----.i", // \ c\ \\_ll ' ,• '. , G.0 TO HITER ALL EXPOSED CORNERS ' Q PULL-OUT HANDICAP ----`_ (�i': AI1.I I �"'� (:) r . SHELF - E I/2 Dr 34 - ' LOCATE - - _ - - - - ,.,_\._=)(-7.,. { r I/2'W TYP. OF 2) ,� ELECTRICAL FROM TOE _i______________ - PLYWOOD BLOCKING AS REQUIRED F R 1 T__ _ ---- -- + !!i z ( HATCHED AREA INDICATES F.R T !! KICK \ MOUNTING M005E (G C TO USE CODE }• --' -- OUTER MOST LINE OF GROWN ABOVE I 4110011APPROVED ALTERNATE WHERE WOOD , -_- _,_�. I i ISOMETRIC _VIEW _7I" SECTION \\ BL KING IS NOT PERMITTED) - _ I,' I 'I M • ? I ;' ( WOOD FIN SH PANEL ON 5/3' TYPE 'x' GYPSUM i 1 a r —._ --- ...- —_ 3,-SI' r ? _g I `y , BOARD ON ', 5/3' METAL STUD FRAMING 0 16' 0.0 I• . a 3'-3 GC TO G_UE AND SCREW WOOD PANEL TO STUDS 0 Z �__-__---__-_-- _ ._.__.--_-__�_ _� •e - MOOSEHEAD SUPPLIED BY OWNER, G.C. 4 CL) 4. N 16' O.0 VERTICALLY, COUNTERSINK SCREW5 PUTTY I ►--- 5'-! ' 4" 5'- 70 PROVIDE AND INSTALL LAG BOLT I �, A SAND SMOOTH (NO SCREWS TO FALL IN GROVES) I 1- -_.. _____1=TL y I THRU FINISH FACE OF V-GROOVE I NOTE G C TO SCRIBE I ANCHORED SECURELY TO IN-WALL I ; i .p.1:::) - -,; GASHWRAP t0 FLOOR ; I J BLOCKING BOLT TO BE LOCATED A5 __ -__, __. _- - - __ M r• r l REQ(' RED TO OBTAIN MOUNTING HEIGHT -- -_. ._ _ _ _ _ .- - - --,-- -� LID - A DICTATED BY OWNER'S CONSTRUCTION _ _ - _ Y--v --+--'•---fv_._L • - ---- + - - - / MANAGER - _ - _ - - ---- - .-IDDEN LINE INDICATED I -� - I iii L J FACE OF TOE KICK BELOW --T- I � - G C TO TOE-NAIL' DRYWALL SCREWS - IIT -' ri� /� THRu MOOSE HEAD FUR INTO WALL - -- ----- — -- --- T -_ i ' ' ' - 1. LOCATE ELECTRICAL STUB 2"-- -2" r BLOCKING AS REQUIRED TO STABILIZE UP AS INDICATED I - J MOOSE HEAD- SEE DETAIL F/A11.1 FOR • I ! I I ' LOCATIONS CENTS R INE of - - --- 1 I 1 '� 5,-3�„ L --- - -- - '5F-1' V-GROOVE BOARD ON 5/E' TYPE t , _ I 'X' GWB ON 3 5/E, METAL STUDS r '6" > I OC G C TO GLUE AND SCREW '5F-I' "' t TO STUDS N 16' O.C. VERTICALLY Y "' ~ CENTERLINE OF •I •• I - \ COUNTERSINK AND PUTTY SCREWS, > F CASHWRAP / BACKWRAP - — ;, -.\ �\ SAND SMOOTH r- u 6 0„ TH - (NO SCREWS TO FALL w - --+ ,, Ir1GRC70VE5) BACKWRAP % GASHWRAP PLAN DETAILer u.1 ( - + I \ -,..,, \ PIN MOUNTED LETTERS SUPPLIED AND ZO cJ z w I - - -- -+- —— INSTALLED BY OWNER N m' �' d7 �— I _ ----T I - .I -- --- - - — — ` — BY OWNER PICTURES SUPPLIED AND SET IN PLACE W o Q u cr + EiACKWRAP 1 I CA ------'---- - iI. m F i 1$3 , 0 I I 1 • I • I-1 �- _�- - - - - GWB BEYOND - REFER TO FINISH P AN I e` -1 't± / I - - All. - (FELT TO BE PROVIDED ON BACK OF MAGE FRAMES) -- BAGKROOt'f FRAC'E SET - 6 I/4' FRAME SHELF - REFER TO �- ' 10'-0" (FINISHED OPENING) /�- tt --- DETAIL D/11.1 t REFER TO CONSTRUCTION P AN FOR CI',P DIMENSIC;V - I ( r --- - I O FRAME SIZE: 13' x 15' SITS ON CASH WRAP PLAN_ VIEW o � _ ,M I FRAME SIZE: 14.25' x23.25' SITS ON IMAGE :EDGE I CA ..: 1;4 ri ® FRAME SIZE: 19.25' x 2325' STS ON CASH WRAP w •• - �. _ U FRAME SIZE: !q.25' x 23.25' SITS ON IIS GR..1 .iE CASHWRAP DETAIL ____--__._-- HOLD V-GROOVE 1/2' ABOVE 6AC_KWRA�' 0 0 � 0 A SCALE I/2' -v I SL • a .• -- - - _ -- LOCATIOJ OF BACKWRAP- REf E2 -STORE FIXTURE DRAWINGS Aber , ie ,�r F � Bch o u �Jl, l 1�,4- _--(-�, Q I —'---- --.• •------ NOTE: BASE MOLDING DOES NOT 4 O C) w CONTINUE BEHIND BACKWRAP FIXTURE «-.� L3 p 4u [(:_ii B D V-BOARD WALL FIN151 1` J J p' HIGH 'AAF BWE' 3-D LETTERS, Es - l -- A • I SUPPLIED AND INSTALLED EY OWNER • C Z a --- - - - --- -------- �— =- CENTER ON WALL Q I m / , • • - -------- - TOP OF FINISHED FLOOR —' — ~ - 6 114' FRAME SHELF - REFECt TO DETAIL ------------- --_ T`--r D/AI! ! FOR INSTALLATION DETAILS / / // CV - ---PREFABRICATED, PREFINI.iNED BACKWRAP c..)/ - _ PROVIDED BY OWNER, INSTALLED BY G.0 rt 1 - ELEVATION i,..e."-y...----7".-- - $ 11 l --- --- ---- -- ------- ( ELEVATION (BACK ROOM) Q f a CKWRAP SECTION o 0 0 BACKWRAP _ '-o' D or BEAD BOARD. TO FIN, FACE Cr BEA^ BOAR:. Q N J t Me1:1: — -- i Alt,t ...J Q i Ne y 1 _ y / 1 V 2 c� I�- ,' t i ' J r _� I n I ' BOLTEDmCOSE OD�WLLPLIED BT G.0 OIREFERNER ATOND ~ W � - 11: r l ��Ht,i — 0 CV •- /� J� DIRECTIONS AA F CONST MGR TO Q / DETAIL B/All,l FOR INSTALLATION I3 11" CIC 1-- _ !l �� ► + APPROVE EYACT MOUNTING HEIGHT Z I J/ �/� J} .r. � J LOCATION C'i Z cr / /// - ' �- G.C. TO 'TOE-NAIL' DRYWALL SCREWS (AT 0- W C/) 0 Z / ' / �.C. f.i USE LATEX FILLER TO FILL f == / 12, 3, 6, AND Fl OCLDCK) THRU FUR INTO co < 0 0 I ,. 1 / BLOCKING AS REQUIRED TO STABILIZE Q Z 3 W o FIELD PAINT P-2 / 'LEAVE-OU r AFTER CONDUITS ARE IN ! '�►.Sigrigitip _,•' r' " PLACE, G.C. TO ENSURE THAT NO SEAMS ( , 4.2"."�j�as= 1 ' f IOf�E HEAD (� Q Fes-- • �' -'' HATCHED AREA INDICATES F.R.T. OLa / N FLANK FLOORING TAKE PLACE OVER I - ' - . f Z�,.' / LEAVE OUT - PLYWOOD BLOCKING AS REQuIRL•D TO / TO" OF BACKWRAP --+ �' ntt 1 e, I A �e r�i'O 1 11 , 1� � ��1�C� MOUNT MOOSE (G.0 y O USE CODE � (� Z (/) Q Z APPROVED AI.TERNA E BLOCKING . ' - MOUNTI�K. HOLES DRILLED b' MATERIAL WHERE WOOD BLOCKING IS N07 lf? Q i ON SITE Al '2 O.C.. AS --- - -- [-@.) CO Q u, 0 Q WOOD PLANK FINISH _.----.____ _- 1 PERMiT?ED BY GORE) Q J REQUIRED (below ledge) r FLOOR--- EXISTING --�' -_ (El) . � C +----4----+-BEADBOARD PANEL WALLFINISHIL. � � 3 Q) f•.• Vfi --,___ S u1GH 'AIF BLUE' 3 D LETTERr4 '�-- • " • A SUPPLIED AND INSTALLED BY OWNER - n n a, CENTER ON WALL EXI5TING MALL N p ` CONCRETE FLOOR-- --- - ' 'n 6 I/4" FRAME SHELF - REFER TO DETAIL • n /Wit -' ��F,D q ( I : -., `� INSTALL TIGHT TO TOP m I 1/2' WOOD (T�'N ) `" =: ---' - D/Alli FOR INSTALLA710N DETAILS �� /�, OF BACKWRAP ~ H � eu. I ;,-!0E�r" 'LEAVE-OUT' i- - PREFABRICATEDPREFINISUEDBACKWRAP CONTINUOUS 6 WIDE . --%------ PROVIDED BY OWNER, INSTALLED BY GG " kr V m - PILOT HOLES FOR - --- . -- SCREWS - USE FLAT _ ---- ---� �.--► C a HEAD SCREWS, l "1: l 'Z AXONOMETRIC SECTION HOLES EAND PA NTL ELEVATION (CANOE ROOM) T� Of OR �ti -.-- TO MATCH WALL --- ---- ..mar-.rte... • _ 05227 SHEET • IF FRAME SHALE DETAIL -_------_ ___ CON[�uIT 'LEAVE -OUT' DETAIL l3ACKWRAP WALL ELEVATIONIBAGMCROOM) 11 . 1 N,.4., 1. C" SCAT SCALE I/2' 1'-O" " w fir oma— .�.._ -- _....._'s+�w .. c LEGIBILITY STRIP cm, I +s é 8 10 I I 12 13 14 tf5 17 18 19 'O 1 22 2) 24 2' •E' 27 2t? 29 3 .. 3 41 ,� `?� Ipmm.lcm ... . . : �:.I wimmimiiiiiimemint .,.,........,.. . . . . . , . • .. ail I I Ot e 9 t N3NI 0 II I i alt t l,.t al14, 4 t utikid•�.J. 14 ,41 Ur�:lll�la:l:i,Lt�1,I,ti a tt inialt�J.,J I,u444444 I ',4,i)J u. k L`alt .111..146,1441. I tswr.�a .turiliij : I vI f ' "�' A is C ::. ..� .1. ' ...4. -, :.. '. - ,. _ �1� . � '.AkNi --..44.4,,...,,A,.,,,,,,,,,,,d+,rhd-'1 N T. • • • ' RECCESSED DOWNLIGHT--- --------------U--------------- ------------- -\ - -- CROWN TYPE 'B' (SEL RECCESSED DO-INLIGHT -- CROWN TYPE '5' (5E11 ----- --- RECCE55ED DOWNLIC T \ DETAIL B/Al2.2 DETAIL B/Al2.2 SEE GONSTRUCTiON PLAN 1— \\ _0 5/9' TYPE 'X' GYPSUM _-�_ / f SEE REFLECTED -- I BOARD - // r - " ( SEE REFLECTfD CEILING PLAN CEILING PIAN « SEE REFLECTED T., SEE REFLECTED -- - ____7'-'- -_ _-__— -=_____ __-• ____ / _- _ _� I I SEE REFLECTED 401 U CEILING PLAN I yCEILING PLAN l ` I H CEILING PLAN oPP. © I , C> ' ' ® I I ' ' 1 I �Al2.1 0 5/8 TYPE X ( CRUWN TYPE B (5EE \ 1 HANG In • F GYPSUM BOARD I / Cm) DETAIL B/Al2.2 --- e Al2.I BAR-- �_� REFER TO CL'G. PLAN oisi M �j f SEE CL'G PLAN 0 op 3 MIRROR - Y HEIC,«�'f MAY VARY I I ! I f 1 HG�'sNf MAY VARY • �, 6 ; F_IV SEE FITTIDETAING ROOM AIDOOR, A I BOARD TYPE 'X° GYPSUM LII.10 .-- , (ID - 1 F cr TNG ROOM DNR \I my _ 24' HANG BAR _ DENIM IMAGE FRAM / SEE DETAIL .J/Al2 t . g fl L PROVIDED BY OWNER, ,! PROVIDE088Y ( , -•• •4* 1 I INSTALLED BY G.G , SEE 'i f ----- - } I I C 1 DETAIL F/Al2.1 ---____- ___ �'_-______ OWNER, INSTALLED 0 ! Al2.1 BY G Cto E - 1-- ' HA TO-IED AREA INDICATES 6'x EG EQ. '� A121 16 GA •IORIZONTAL METAL - \ 1 STUD LOCATED BETWEEN AND 1 —_ ., I I 4. — --- -- -M RROR u5 PROVIDED BY -----. —2 1/2' METAL STUDS • 16" I FASTENED TO WALL STUDS - """`" T - OWNER, INSTALLED BY G.0 ■ �� I , , _ ' - O.G WITH 5/8' TYPE 'X' LOCATE FULL WIDTH AT HANG 4"' - I - ' - -. (SEE DETAIL F/AI3.1 AND ..1:::) 0 M�I ) ` aN r --- a PRESENTATION PLAN FOR II GYPSUM BOARD EACH SIDE BAR ONLY �� -- --- --- ) Z • -' o HATCHED AREA u ! G .00AT,ONS Q 1 INDICATES 6'x 16 GA 6'x 16 A. HORIZONTAL I u' m \ BETWEEN AND OCATENED HORIZONTAL METAL STUD I ( -i J b D METAL STUD LOCATED I LOCATED BETWEEN AND H !'lETAL45TUIOIUAGATED AI� A121 TO WALL STUDS- I FASTENED TO WALL 3 SEE PLAN • 3 SEE PLAN LOCATE FULL WIDTH AND STUDS - LOCATE FULL q TO WALL STUDS - Y I BETWEEN AND FASTENED W _ - - I WIDTH AND SIDE AT _� 9mo Z (FINISH.ED OPENING) ~ HANDICAP FITTING ROGP1 •=+`� SIDE AT HANDICAP LOCATE FULL WIDTH AND • FITTING ROOM BENCH � _ s � I SIDE AT HANDICAP ONLY - _-a- BFNGH ONLY \ , • ! ;� FITT , ROOM BENCH .1 O 3/8' BEAD BOARD OVER ONLY 3/b' BEAD BOARD OVER 5/8' TYPE 'X' GYPSUM ^ V 0_ . 1. _ ter- _ • I .. ° d NOTE: 5/8 TYPE X' GYPSUM -- _� 1 BOARD ON METAL FITTING ROOM PLAN MAY VARY - _ I ♦ 5/b BEAD BOARD O/ER _ BOARD ON METAL r FRAMING _ - ., (REFER TO GONSTRUCIAY PLAN) FRAMING -- _ BOA D O M 4YPSUM Tv) �o BOARD ON METAL U --- -- --- -- 1 � •i / — FRAMING •��/ ►- -- FINISH FLOOR — — ! (�_�� — L� w11:::) G C TO APPLY SMALL CONTINUOUS BEAD OF CLEAR SILICONE ON BACK OF TRIM FINISH FLOOR BEFORE INSTALLING - HOLD BEAD APPROXIMATEL' I/2' IN FROM OUTSIDE EDGE. •,� ` 4. { )-..J=- • - _-+ . -�1 l` _ ` FINI$N FLOOR Q WIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION (THIS IS � -�-`--` , OF RQ7M OF ROUT'" � ACGOMPLISNEp TO PREVENT THE HIDING OF PRICE TAGS) J BASE TYPE 'D' (SEE Of ROOM / BASE TYPE 'D' (SEEI 4 --- - -- -- DETAIL P/AL2 2 t_ - -� DETAIL D/Al2? --- ` -- - - - -_ TYPE (SEE BASE D -5EE CONSTRUCTION PLAN SEE CONSTRUCTION PLAN SEE CONSTRUCTION PLAN • DETAIL D/Al2 2 ti Cn FITTING ROOM PLAN DE i AiL. ITYP) FITTPNG ROOM SECTION (TYP) FITTING ROOM SECTION ( TYP) FITTING ROOM S TCTION ( TYP) . E -- _ : : .: ,'4' - . D - - SCALE: 3/4' 1'- Jii .■1I� 6 111 aa Q Lai Y I- G.C. TO APP.'' SMALL CONTINUOUS BEAD OF CLEAR SILICONE ON BACK OF TRIM 1 - BEFORE INSTALLING - HOLD BEAD APPROXIMATELY 1/2' IN FROM OuTS''DE EDGE. ' u cm WIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION I W IY - q di r G C ?0 APPLY SMALL CONTMlJ0U5 BEAD OF CLEAR SILI•;ONE ON BACK OF TRI!! ?,,,,--i. 10- SOMETRIC _— �- 1 �' �� - Ca j/b BEAD BOARD PANEL 5F 9 OVER 5/b GYPSUIM BOARD _�L�� ' BEFOR£ INSTALLING - HOLDBEADAPPROXIMATELYI!2' INFROMOUTSIDEEDGE. � ) fN � � �AWIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION / 1 5EE RG LAKED }6'x t6 GA HORIZONTAL METAL STUD LOCATED BETWEEN AND � ) CEILING PLANaWc �� Q � !�FASTENED TO WALL STUDS - LOCATt TILL WIDTH AND SIDEm �- ••� ; . OF HANDICAP FITTING ROOM BENCH ONLY5/8' TYPE 'X' GYPSUM BOARD � ON SUSPENDED FRAMING --\ GROWN VARIES, SEE —G.C. TO CAULK PERIMETER OF BENGI� A7 WALL WITH AII REFL.EC?ED CEILING' FLAN .rr 3/b' BEAD BOAKD PANELING ('SF-3) , SMALL CONTINUOUS CLEAR CAULK - WIPE OFF ANY EXCESSi FOR APPROPRIATE CROWNSILICONE IMMEDIATELY AFTER INSTALLATION �� j ./� 1IVIE1W - 1 x BLOCKING ► v N.T S. CONTINUOUS I t/2'x 2 I/4' HOOD CLEAT BY G.C. SECURE TO 5EE REFLECTED ° J `_ - WALL ALONG ('3) SIDES OF BENCH I LNG ELANv-_-_ _ �'j'"'�'"� -f 7 1/4 3 _p° FINISH DIMENSION 1/4 RECESSTOPSTEELT - v S �- --- LEG OF ANGLt FLUSH WITH CP OF /j WOOD CLEAT -_--- - ( 1 Z CROWN ASSSEMBLY TYPE 'B' 7 t/:'x I' DOOR STOP- GLUE AND y r c? (SEE DETAIL B112.2) - - lj 11 SCREW IN PLACE, COUNTEPZINK Z HEADS AND PUTTY TO MATCH. - ---_--- '� U PREFINISHED METAL HANG. BAR PRcT/iJE'7 �,I, — > ►- STOP TO RUN FROM FLOOR TO71 L CEILING # BY OWNER INSTALLED BY G C + �/ L"- C Y ■ 111 p N = . 5/6' TYPE 'X' GYPSUM BOARD r u, k FITTING ROOM DOOR SEE DETAIL ' • lir f J/AI2,!) ( �`' ~ I --------------- ___--?__`'-.-••-- _ 3-5/8' METAL STUDS • 16' • i 1'�1 _ \ I 111 -- CONTINUE ENDS OF -- STEEL ANGLE TIGHT TO t� -- _ FINISH FACE OF WALL , . „._N-46- 111 k W a 3/b' BEAD BOARD PANEL p ' -*I2 SCREWS • 16' O.G. (TYP.) FINISH FL-UDR- ;� �- 6'x 16 GA METAL STUD SEE 'FLOOR 1 WALL (SF-3) - ` Q • \• --- - CASING *1 !SEE DETAIL J/Al2.2) IN HALL BLOCKING ---- - _ FINISH PLAN' - j O • w F. Q • .� O • 3/b° BEAD BOARD PANELING (SF-3) Z3 Cr Q W .,_ PREFAB/PREFINISHED DARK MAHOGANY BENCH (W/ STEEL - a -I m �.____-_ '.AIJLK ENTIRE PERIMETER OF MOUNTINI, ANGLE) PROVIDED PROVIDED LONG, G.C.BTO CUR, INSTALLED T TO REQUIREDYLENG H ON H L v c '.F.AtS WITH CLEAR SILICONEr (SEE DETAIL r� CASING *I 5E - SITE, SCRIBE TIGHT TO WALT 3 SIDES, RE-STAIN CUT EDGE J/Al2.2) - - �) • TO MATCH ORIGINAL COLOR) FINISH NAIL TO HOOD CLOT SEE CL'G. PLAN SET NAIL HEADS / PUTTY TO MATCH COLOR OF BENCH +aEI1,HT MAY VARY O N- 0 s `------BASE TYPE '0' (SEE DETAIL D/AI2 2) alt SCREWS • I6' O.C. (TYP.) --� - - 2 x BLOCKING C/) 4 7/8' y # T ..- U LL1 . ' E FITTING ROOM ,IAMB DETAIL FITTING ROOM HANG BAR DETAILG FITTING ROOM BENCH DETAIL FITTING ROOM HEAD DETAIL Q' Wi=n E -' lfCALEt 8' • I C" ,-:. ! i SC,'. - GL • ■ate - - • • , Z CD 3 • Q c O o Cr lu Cn Q J m PRE-PRIMEDWNR, DOOR Pl' G.C.CBY < Q OWNER, INSTALLED El' G . - Q \ REFER TO DOOR SCHEDULE FOR ri SPECIFICATIONS--- 2'---I1 ' 0 Z �a CD Q N r I I Q 5 ZT.) ADULT HOOK - - -fi-+ '� oa CDh • MCUNfiASNOTED I 0uj d Z-+ C!) p z f IKJC7K PROVIDED BY OWNER EQ. E0. O m Z n Cro y L�, O r • CrINSTALLED BY G.C. G C TO , _ 0 W INSTALL ON INSIDE FACE OF � � � �-- DOOR ONLY WITH (2) SCREWS --� li, OC = cc KIDS 1 HANDICAP 1.10 K J �" iii cf) LO �( Ili MOUNT • 48' A.F.F. 1 r _ -- 11. Q C� F- n PREDRILLED HOLE O _ _ �n Q in .. Q FOR I..00K SET , MORTISE HINGES INTO DOOR, SURFACE. MOUNT HINGES TO C } JAMB -- — - - G4.ED A Iii 1, '. SET D CR TO HOLD FRONT • ��`S�V ARC•S. FACE OF DOOR FLUSH WITH _• DWI')AL',= V'I4 ,r el . ,,, FRONT EDGE OF JAMB --- - -_--- 4,, �TTINSi ROOI'1 SIDE \ , ,.0 1 en 1 c 4 �> •i • r.ip ^ ;.,,{ Y.'4'. . 05227 ifSHEET _,.. , FITTING ROOM DOOR DETAIL A l 2 1 tSGA;F. ,; o.. • /. LEGIBILITY STRIP CT0 , a 6 g '7 8 6 10 I'I 12 I', I4 8 7 'e • OmmL, 9 20 21 22 2a 24 25 2e z; 2e 29 o, - i 4 y . X . :;:f I I: 11 i i I , � !� �.). ! lal1l1. �lI �Jut J. I . )1r. i!II,Ii&+,trl�. ! J �iG!a + 1raliIl .>. I1JaJa1a . 11 . 0 1,• i ,.. n. ., .r' . a..' .. .. : ,.•,:. , :1Ax • : ,., .. is y...,. .. ..' . r a. ,' . ,. .. +. n a "S a • • 1 • —. 2' 1. 1#' ,ji.-- _ - - 3 5/8' METAL -- i _ — 3 5/8' META_ 5 i uDS • STUDS • Ii' 0'. ' . --5/8' GYPSUM BOARD '� --- —3 5/8 METAL 5TUD li' O.C. Ilmil FRAMING • li` OC MAX TRIM BOAS^ tr; O --SHOE MOLD J/Al2.2 SrIOE MOLD J,'Ai2 2 SHOE MOLD J/Al2.2 I/2' WOOD PANEL (WHERE / - TRIM BOARD it3 J/Al2.2 — J/Al2.2 ANCkk7R 10 VERTICAL ANCHOR TO VERTICAL ANCHOR TO VERTICAL �— �i.�1�T� • l -•-----5/8' GYPSUM BOARD WHEN INSTALLING TRIM, G C. IS TO I to \ f_ APPLICABLE) r__ E MOLD SEE DETAIL FINISH NAIL TRIM TO GYPSUM BOARD '} • • /// / +-- 5i'E" TYPE 'X' V I 5/8 TYPE X G.WB ON —3 5/8 METAL STUD ( AT OPP051NG ANGLES SUCH THAT /// 3-5/8' METAL STUDS • vIPSUM BOARD - CROWN u2 J/Al2.2 - csa FRAMING • IL' O C MAX J/Al2.2) FRIM CANNCIT BE PULLED AWAY FROM �-- CROWN u2 J/Al2.2 - GROWN tt2 J/Al2.2 Ii �.C. ON 3 b/8 METAL N) RIPPED 70 WIDTH WALL OR CEILING. TYPICAL FOR ALL I ANCHOR TO VERTICAL_ RIPPED TO WIDTH - BASE Ai J/Al2.2 - G C TO STUDS •• Ii 0 C ilimormilANCHOR TO VERTICAL �+....,/ ANCHOR TO VERTICAL CUT TO FIT / SCREW INTO —'SIM BOARD pf (SEE TRIMN l J 5EE REFLECTED SEE REF_ECTE.• � DETAIL J/AL2 2 G C TO it_ 1 I[- { CEILING PLAN T ______/____ -- - CEILING PLAN r T' .v \ „/(f ` PLACE (CAIJNTERSINK ALL CUT TO SIZE, SCREW INTO • ` J — '_ � ii /� HEADS / PUTTY TO MATCH PLACE COUNTERSINK ALL ` l v • 1 TRIM COLOR) SCRIBE HEADS / PUTTY TO MATCH 1 �- - _- SHOE MOLD J/Al2.2 --- SHOE MOLD (SEL • � I I / .• TIGHT TO FINISH FLOORING TRIM COLOR) AND SCRIBE CUT TO FIT. +-- GROWN xl J/Ai2 2 / i TIGHT TO FINISH FLOORING r DETAIL J/Al2 2) 3' S / FINISH FLOORING ----FINISH FLOORING 99 - (::: 3 - ANNGHOR TO VERTICAL. i•_.•__ I / ----- �- ---- - � a� 3/4' 3/4° O mt I. • O • r� d I vil:::) CROWN DETAIL CROWN DETAIL CROWN DETAIL BASE DETAIL ��_- BASE DETAIL. NAILING DETAIL TRsc.,.: IM! DETAIL TRIM� „.. : DETAIL• ._ A SCALE. i' •• I'-0" E3 SCALE. i' •• I'-O' SCALE 3'• !' ‘, • �� FlJ Q • P„ I�, �, z 4 • • yr 3/B" . r �`o� LI) EL ,,,/ Wee RADII 1. - . \ 1r., yul:::)\ t ____.\ . O r M < . • - --, s. • I 1. `1 • , Za —7 \\\ �__, I. ifsS I __ — Ii, Y f > J -- ..--_. W 17)::113 l I° r L W I. r r 5 6 es- CASING #2 CASIING *3 a Q - } '" '" CASING *1 AIF PART 1AF538 AIF PART 1tAF542 3 I AIF DART POPLAR/12'L/PRIMED POPtAR/12'L/PRE-F N 2 sZ +v L 3 SIDES � ( MAIIQG, 3 SID 0 til °� 'r sAF53iPOPLAR/12.1.A. mED Ems__-- cn _j 51pE5 f FULL SCALE FULL SCALE a F �'� g ! / FULL SCALE c� A u • 1 • . ) l • \ I h ) /: - • • \ /r -1•�` _ 3/8" RAD. 1/2" RAD, \\ ) -SI • Ant . I / •. - l''\ 't —I 24C4 I • } r i , , ," i' i l" I 3ar Al i.• 1/2" RAD. i. 3 6. ` 3/0 RAD. a • [ ) • 11 , i. 2 I 000 ' • r TRIM BOARD *1 TRIM BOARD *2 TRIM BOARD *3 TRIM BOARD #4 CABINET JAMB #1 BASE *1 __ CROWN *1 CROWN *2 COVE MOLD SHOE MOLD DOOR STOP • rAiF PART *AF637-A AIF PART AIF PART AIF PART • AIF PART AIF PART MAFS4 1 AIF PART *AF544 AIF PART $AF545 AIF PART MAF539 AIF PART *AF540 — .:l: 'ART „AF541 In r IS 'OI'LAR/IZ'VPRtMED $AF537-BPOPLAR/I2' RIMED >KAF3S1-CPOPLAR/12' IMED *AFT37-CIPOPLAR/12'L/ RIMED *AFb37-EPOPLAR/l2'V IMED POPLAR/12'VPRIMED POPLAR/12'VPRIMED F'OPLAR/12'VPRIMED POPLAR112'L/PRIMED POPLAR/12'L/PRIMED POPLAR/I:'L✓PRIMED• SIDES _ 3 SI 5 �3 SLP S 3 SIDES 3 SI ES 3 SID 3 SIDES 3 1 3 51D 3 SIDES I j 5Iup A E5 S DE9 ES 1 _ _ E 3 S DES FULL SCALE FULL. SCALE FULL SCALE FULL SCALE FULL SCALE FULL SCALE FULL SCALE FULL SCALE FULL SCALE Y FULL SCALE FULL SCALE -` I..; 0- .. .x L.., O Q • • , j x Z 0 TRIM PROFILES C.L -3 CTI • 127.IIIMMIMMIMIMIMNIMM.U.IIIIIMMMIMIIIMII"MMMIIIIIMIMIMIMMIMMMMIIIMIMMIMIIIIMIMIMMMIMIMIMIMal. 1• 1 , ' +� 5440E MORD J/412,2 - 2' y ANCHOR TO VERTICAL -__ -_f 5, I I ` - CROWN 02 J/Al2 2 --. 1 # I A ANCHOR TO VERTICAL �� SHOE MOLD J/Al2.2 w V ,• ANCHOR TO VERTICAL ` • SHOE MOLD J/Al2.2 Q ' CROWN u2 J/Al2.2 '^ RIPPED TO WIDTH - Ili (nP ) '� ANCHOR TO VERTICAL Z 11- I/I idr 1 \ ii 1 _ fRIM BD ><2 RIPPED I• TOWIDf-I - 00 Icc / A U) cruj — CROWN tit J/Al2.2 CROWN sI J/Al2.2 Q ANCHOR TO VERTICAL / RIPPED TO WIDTH 4NCIIOR TO VERTICAL ., a / II 1 i L u (-) Z il • ~ wOcNl a'! LL. Ix I-- CNI cQ l Z c,5 ►� 2 Q • • 0D Zrn — — 0 z Z oz • K CROWN DETAIL CROWN DETAILNIINTERMEDIATE CROWN DETAIL • 0 0 En a o • SCALE E" • i' 0' ..,. (-•"_A,,!- C. • SCALE b' !' C" LU ��► ec O O Q . • (/) U vi �i z z zccr ,^'1 U� a w • C) Q a: I= N •• • Ce, DAVID ALLE�� • • 02.• • 05227 SHEET • .. M Ai22 • ................ walopumew MINIUM . eMINIMITIK 'I. 1111111111001111.16. /MUM A LEOIBIL.ITY STRIP Cm 11 r i.6 M 0R0. ,M1 2 3 4 "S b 7 e 9 10 I I '2 13 14 16 17 !B 19 '2r 21 2? 23 24 25 26 28 29 31, I • 1 , 4131441,4,�I' ' �.!1 ; 'I1ultll .t1►J�,�IlI.1I•hili.�i1liq JiI.Ll111ar1:lIfall� i.I�lllltJ.11ul.±.li.ll t�rtl� i�JLI1;;.'zi� itlali! 111t�r�<±11.iLIlJtultJ�ttJ.Tialt.�.ltlal:lli�i��H�NI . 3 () X . • .. • �yq r N..4110 • • • .....,. .. ' • \ HOLLOW I :ETAL FRAME (SUPPLIED- : \ IMPORTANT NOTE: FRAME MUST BY G C ) SECURE AT FLOOR AND BE SET TO FIT TIGHT TO TOP OF HEAD FINISHED FLOOR- ALLOW NO OPEN _ HOLLOW METAL DOOR (SUPPLIED NON-SALES GAPS / -_ AND INSTALLED BY G.G ) REFER 5/8' TYPE 'X' GWB THIS SIDE OF rail_ A3 H3 C3/ TO DOOR SCHEDULE STUDS p�iro� U . CD 12. •12. / -12. / `/' L Vin �'�''�" L i m! .01,0_, �� 1 -- • (2) 3 5/e' METAL STUDS G.C. 70 CENTER V-GROOVES o o `' f p FASTEN TOGETHER, SECURE TO J IN PANEL WITHIN WIDTH OF �,,,----------- ^1 1(►123FLOOR SLAB AND HEADER • 1=�� EQ B2 FRAME FASTENER AS REQUIRED '-'t- • triCO COLUMN TYP 4 ALL SIDES -- - 12rT7:7f -- BOARD -m- ---- --1/2' 'V' GROOVE OR 3/B' BEAD CI _____ ----.__-.- '5F-3' BERG BOARD PANEL LT___A_ !" - .; BOARD PANEL OVER 5/8' TYPE 'X' �' SET IN MASTIC ADHESIVE GWE3 REFER TO FINISH PLAN { \ TRIM BOARD u4 J/12.2 - RIP Z c0 12. FINISH NAIL END OF BOARD ON F.R T. PLYWOOD USE -_� • �.--- F.R T. !'1 AMOUNT OF F'NISH NAIL END OF 5F 3' I I 1 -----'SF-1' V-GROOVE PANEL SET SET HEAD AND FILL WITH 5/8 GYPSUM BOARD DOWN AS REQUIRED TO FiT, �. IN MASTIC ADHESIVE ON 1 PUTTF ('TYPICAL) CROWN TYPE G (SEE • ISN NAILS TO SECURE IN BEAD BOARD PANEL - SET SET IN MASTIC, FASTEN WITH LINE OF BASE BELOW DETAIL C/Al2.2) U.N.O P E WHILE ADHESIVE NERD AND FILL WITH PUTTY „ PLYWOOD BACKING. USE A CROWN TYPE 'G' (SEE DETAIL • SET (TYPICAL) FINISH NAILS {SET NAILS) ALIGN TRIM I/4 OFFFACE --- \ .4 GUARD (TYP ----- MINIMUM AMOUNT OF FINISH - S.S. CORNER GUARD " ( ) i NAILS TO SECURE IN PLACE C/Ai2 2) U.N.O. (np ) 5/8' GYPSUM BOARD 1... -- 5,5, •'NER GUARD CROWN TYPE 'C' (SEE DETAIL OF METAL FRAME � . • WHILE ADNES:VE SETS (TYP.) C/Al2.2 U N.O. \ O - --- -WALL BASE SCRIBE TIGHT TO '1."-----! - -- 3/4' F R 1 PLYWOOD _ ) - CASING ttl J/12.2 - SET IN MASTIC, ts1 FLOORING SCREWED TO METAL STUDS - WALL BASE RIBS TIGHT FASTEN WITH FINISH NAILS (SET r PROVIDED / INSTALLED BY TO FLOORING 3/4' F.R.T. PLYWOOD NAILS AND FILL WITH PUT fY TO _ ------ MALL BASE, SCRIBE 1 I SCREWED TO METAL STUDS • MA H DOOR JAMB DETAIL AT NON-SALES �S • r-� i G C TIGHT TO FLOORING i r * # { - SUPPLIED / INSTALLED BY _--_ - -- �OR Q COLUMN ELEVATION `T COLUMN ELEVATION• COLUMN ELEVATION T� �' _ �� o� (AT ADJACENT WOOD PANELED WALLS) D� ,.!:::) > -- Al --- -- • I• (p�1 ---------- I HOLLOW METAL FRAME (SUPPLIED IMPORTANT NOTE: FRAME MUST---1 }� Q N.T.S. FINISH NAIL END OF 'SF I' \ N T.5 N.T.S. BY G G.) SECURE AT FLOOR AND BF SET TO FIT TIGHT TO TOP OF l a] VOJ NAIL END OF SF-3 HEAD FINISHED FLOOR- ALLOW NO OPEN rill -J V GROOVE PANEL SET HEAD • BEAD BOARD PANEL SET Q LZ AND FILL WITH PUTTY is / HOLOW METAL DOOR (SUPPLIED - NON-SALES $I�� _GAPS - - r, �..� HEAD AND FILL WITH PUTTY (TYPICAL) � (TPICAI) AND INSTALLED BY G.0 ) - REFER 5/8' TYPE 'X' GW8 THIS SIDE OF Cle) WFACE OF QASE BELOW f-- -FACE OF BASE (B�itOW) TG DOOR SCHEDULE /- ySTUDS 2 J - FACE OF BASE BELOW _.,,Z________ 44 . . 0 I r -----CONT. 2x BLOCKING CUT TO BASE »I SCRIBE TIGHT \\/----FINISH CON f 2x BLOCKING CUT 70 � ��T'_il . - _7____________i-- • ' F17 (SCREW TO EVERY STUD) --3/4' F.R.T. P WOOD M FIT (SCREW f0 EVERY STUD) W r� '.1� 3/4 FRT PLYWOOD c� --- ft BLOCKING 4 TO FLOORING MI BLOCKING - -(2) 3 5/8' METAL STUDS Y ! 5/8" GYPSUM BOARD (SEE DETAIL J/Al2,2 j / FASTEN TOGETHER SECURE TO H • - FINISH NAIL END OF PANEL �i• , BASE >ZI SCRIBE TIGHT TO "�� -- FINISH LEND OF 'SF-3' - BASE R1 SCRIBE TIGHT TO FRAME FASTENER A5 REQUIRED FLOOR SLAB AND HEADER SET NEAR AND FILL WITH I BEAD ARD PANEL SET FLOORING m 1\� V FLOORING --FLOOR VARIES - SEE ~.-SIL-_ PUTTY (TYPICAL) 1 (SEE DETAIL J/Al2.2) N AND FILL_ WITH PUTTY (SEE DETAIL J/Al2 2) _ _ri 1 FINIE�Id PLAN w ./........ C..::: ! ( PICA:) ( I ) U --� / FLOOR VARIES SEE 'FINISHI. / CORNER BEAD, SPACKLE FLOOR VARIES SEE 'FINISH �',---L._ WWWiWiWii ' -' 4 ,,, s l RIP 'SF-I' V GROOVE PANEL FLAN' --_� SMOOTH - - - ---- -- P.IP 'SF-a' BEAD BOARD PLAN' aNS:::) • ALIGN TRIM I/4' OFF FACE ---- f / --\ AT 45 DEGREES (MITRE „ i --_ - • __ /e/4' PANEL AT 45 DEGREES ,. , JOINT) AND MITRE wALL �I� - !TYRE WALL BASE I` -- (MITRE JOINT) AND MITRE . . ' ' OF META. FRAME �--LINE OF BASE BELOW O * r_-________t / BASE , - WALL BASE i_ 0 ' M • -EXTEND FINISH FLOORING, r CASING MI J/12.2 SET .N MASTIC, SF-!' V GROOVE PANEL - 'SF-3' BEAD BOARD PANEL FASTEN WITH FINISH NAILS (SET .. \_ TRIM BOARD U1 J/12.2, RIPPED -EXTEND FINISH FLOORING UNDER BASE (Trp.) —EXT FINISH FLOOR:>'. , UNDER BASE (1YP.) UNDER E (Tl'P.) NAILS AND FILL WITH PUTT' TO DOWN FROM 3/4 X G BOARD BY COLJMN CORNER DETAIL COLUMN SECTION COLUMN CORNER DETAIL COLUMN SECTION6 COLD CORNER DETAIL COLUMN SECTIONMATCH) SA��S (SET NAILS) WITH FINISH NAILS A2 NTS A3 N ? S03--) N75 -- -- I � NT5 NTS - — OJ Y � --- - DOOR JAMB DETAIL AT NON-SALES SALES DOOR milmiliz ' .".,': 15-- 1 � 3' r o' IAT ADJACENT G w.B, WALLS) • } AI! V-GROOVE CLAD COLUMN DETAIL GYPSUM BOARD COLUMN DETAIL BEAD BOARD CLAD COLUMN DETAIL DOOR JAMB DETAIL W ILv ( SCALE !' SCALE 3' I'- 0' r v' '- r- a 1 I 2 V :a1 A :u :t w mmmirmimmmmmm,mm, GWB COLUMN ENCLOSURES TO GW8 COLUMN ENCLOSURES TO GWB COLUMN ENCLOSURES TO G.0 `G M TRE CORNER n i o g�2 )+► , RELIEVEMETAL CORNERRELIEMETALCORNERRELIEVE CORNER [11----------- - ` EDGES 10 BE �jZ G BEADS SPACKLE 1 SAND TO BEAD:V:: SPACKLE 1 SAND TO BEADS SPACKLE ! SAND TO a SANDED RELIEVED ANC0 MAKE SMOLDER (tYF) MAKEOTH (TYP) MAKE SloMoETTNHEALR( .- - TY� ) _ I FILLED PP.IOR TO F g ' � METAL STUDS OR METAL METAUDS OR METAL • 1 PAINTING , , ETAL S UD FRAMING CLIP FASTENERS, Sf.CURE •.. ---a...-.7.-,.....n-_.2-.. .a CLIP FA57ENERE�JJi�F-'` -�-s�•e^-�— METAL CHANNEL — MT �Vy TO COLUMN -__ _. __-_-. TO COLUMN 11 �c a®.•ss '�,�••• a �t.ts a / IG' O.0 �..,.�f,��, • j Fj n - TYPE 'X' GYPSUM BOARD MALL STRUCTURAL COLUMN - H ^ MALL STRUCTURAL COLUMN - )) MALL STRUCTURAL COLUMN - II f S 1 I. REFER TO 'CONSTRUCTION �) a a REFER 10 'CONSTRUCTION _ li REFER TO 'CONSTRUCTION �� }, PLAN' FOR SHAPE -- - -- - E PLAN' FOR SHAPE -----.- - I> PLAN' FOR SHAPE - 1 > 7,,< " 4' , `� ' CORNER DETAIL • Y .: I C7o N f I ❑ O Cl I ❑ O ,yam SPRAY FIRE PROTECTION (i �� h I F 1 SCALE 3' I'- 0' COATING AROUND STEEL 1111 °. II COLUMN ---- - --- I) \ __ I . vim-�^ f NOTE WALL BASE TO BE INSTALLED • ��' �4�s1 " �c m AFTER ALL FLOORING MATERIALS ' 1.,,,.,: 0) _AYER 5/B TYPE 'X' (11 LAYER 5/8' TYPE 'X' (1) LAYER 5/8' TYPE 'X' NAVE BEEN INSTALLED AND FINISHED J ir GWb FROM FLOOR SLAB ---- _ Gk.43 FROM FLOOR SLAB GAB FROM FLOOR SLAB ----- --J TO 6' ABOVE FINISHED r TIGHT TO DECK ABOVE TO TIGHT TO DECK ABOVE TO v--- - -- -- • - _/ - - - _. t LINE OF BASE - -- -- o o n , IL......... •� CEILING -- CREATE A I-HOUR FIRE CREATE A 3-HOUR FIRE _� MINIMUM RATED ENCLOSURE-- RATED ENCLOSURE - EQUAL SF-1 V-GROOVE PANEL --- J' i it • MINIMUM (EQUAL) / (EQUAL) , -(-- ) -,._ ,� ON 5/8" TYPE 'X' G.W.B. I• STAINLESS STEEL ----- DIVIDER STRIP 1 ULMA MUM • .J w NON-RATED COLUMN DETAIL 12i HOUR FIRE-RATED COLUMN DETAIL--_ UL #X521 1.21 3, & 4� HOUR FIRE-RATED COLUM�iDETA1�.- # 521 ALIGN STRIP WITH FINISH - a 0 H. I FACE OF WALL O CC Q `x,4 ± .- H SCALE I !/2 • I - 0" SCALE ' s COLUMN ENCLOSURE DETAIL. TRANS. DETAIL DETAIL — DETAIL SCALE 3' • ' L'' n I� Q O 3 G' m ALIGN TOP OF BOT ':- ', . . . „ . . . . . . • . - . .711.111M11111111111111111111 ' IM�RTA[IT_L�SZLE' ALIGN TOP OF BOTH I'wx I I/2'h POLISHED STAINLESS STEEL OTE: BOTH ----- 1/4' TERRAllO STRIP PROVIDED \ - - iMFQRTANT N / H TOP OF METAL I DIVIDING STRIP BY: LAMBERT 5HEE1 FLOORING MATERIALS W'"H IOP OF METAL AND INSTALLED BY G.C. FLOORING MATERIALS WIT / DIVIDER STRIPCD ' DIVIDER STRIP METAL INC. ATTN: DANNY BOLTZ AT • BUTT 50TH FLOOR FINISHES TIGHT 70 (614)237-0354 BATT BOTH FLOOR FINISHES TIGHT TO ------ - .- Y I _ 1 ..,•'''' I4* I METAL STRIP- NO GROUT JOINT r-TAL STRIP - NO GROUT JOINT - REFER TO SPECIFICATIONS DIV ;>cV !/2' WOOD FLOORING OVER 1• LIGHT WEIGHT CONCRETE VINYL FLOORING- G.C. TO \ - 1/2' WOOD FLOORING OVER I' SECTION 'L' WOOD FLOORING FOR / Eyl FLOORING - FEATHER F 112 MAX SLOPE - PLYWOOD SUBFLOORING PLYWOOD SUBFLOOR • PL YWOUD SUBFLOORING -- / 0 G C. IS TO CLEAN 4 PREPARE SLAB / d 1. ,• _ s , � ___ `_-• // AS REQUIRED THEN SEAL SLAB WITH 1 �� .; - A WATERPROOF SEALER PRIOR TO • ' INSTALLING PLYWOOD SUBFLOOR • _,..„..7............_,..,",, FLASH DOWN 70 FLOOR 1 '�' Q rl( . - SLAB IN MINIMUM OF 24' -- - � � PLYWOOD SHOULD BE SHIP-LAPPED Q f cr fir. . . OR SIMILAR TO PROVIDE A TIGHT � - �— JOINT / G.C. TO ADJUST SE-TING BED ----------__-_. - G C TO ADJUST SETTING BED REFER 70 SPECIFICATIONS• UNDER EACH FLOOR rtATERIAL TO -PLYWOOD 511BFLOOR.ING A ' / (n Ix 1 UNDER EACH FLOOR MATERIAL TO DIVISIONS IX FOR FLOOR FINISI C Q �� > ACHIEVE FLUSH TRANSITION INSTALLATION. ACHIEVE FLUSH TRANSITION --- — ' — VINYL TO WOOD TRANSITION 1-1/4" 504 40 - i� p WOOD TO CONCRETE TRANSITION N.T.S. ALUMINUM PIPE ac N.T.S. HANDRAIL cr - ___ (600 -TTS) ` .„---- • LTJ V (') f' �-� 5' x 2' x 3/IF" [� �' Q ��WOOD TO CONC . TRANSITs..iN VINYL TO WOOD TRANSITION I/ STRINGER 6005-T5 K L v ALUMINUM CHANNEL ..e."7-"--'. . SCALE NT5 SCALE N75 { ) '� /J/ • LL. Q I.- N rn _ INTERNAL / I O W C� s z Z . , ALUMINUMI, FITTINGS m d (} rn 1.: -----'------/ � - - © 3 oc �� I-- Cro 3 0 ---• cr) (� z U Z I,I`]L'Q$TANT_NOT ALIGN TOP OF BOTH I/4'Iu POLISHED STAINLESS STEEL STANDARD FLOOR PREP I . \ f� IDT Ill L` . FLOORING MATERIALS WITH TOP OF METAL DIVIDING STRIP BY LAMBERT SHEET I-I/2° WIDE METAL 7RAJ51TION STRIP ° < J DIVIDER STRIP METAL LNG. ATTN DAVID RIDER NOTE OVER END OF VINYL TILE ./-------"-. 0 m Q (5 4 BUTT BOTH FLOOR FINISHES TIGHT TO PHONE: (614)237-0354 -THE G C. IS RESPONSIBLE TO PREP FLOOR AND FOR q- I/2" MIN Q )-•- cn METAL STRIP - NO GROUT JOINT MAKING SORE THAT THE SUBSTRATE IS FREE OF ALL \ • �.. • --MALL FLOORING BY G.C. - G.C. TO DEBRIS, OILS, COMPOUNDS, ETC. PRIOR TO OWNERS 12" r`'AX LK TWFIC,H CONCRETE FEATHER AT 1,12 MAX SLOPE CONCRETES ARRIVAL , CONCRETE FLOORING --- *7 \ V. T. FLOORING ON TDF' ON \\ • FLOORING , 7 • -G.C. IS RESPONSIBLE FOR INSTALLING THE LIGHT CONCRETE SLAB -- ! I/2 �' .--- "e - ��F,� /�R� rt _ _--- WEIGHT CONCRETE FLOORING. PLEASE NOTE THAT � -�S� ? - FINISH,I SOT CARE- MUST THE FINAL FLOOR ••. �' _- THE WEIGHT ,.-r-�. lir / II" MIN/ L - INSTALLATION. THE CONCRETE MUST BE CURED FOR w ' ' • • .. / 13" • AX �^ 1>�'`Ir'1�LL• Y' E • � "`• %%% • uaj A MINIMUM OF 28 DAYS. THE G.C. MUST THEN .e . . R • • •A. • NOTE: C -' �_ 1_ __�-z- -_-__ COORDINATE AND SCHEDULE THE FINISH APPLICA ION ' • • w� ALL BOLTS/FASTENERS , '� 10 BY CONTACTING OWNER. 4- -- ' - ' 5 NECESSARY TO ANCHOR -Iq 45 • /B" / LADDER ARE BY G.C. ' � G.C. TO ADJUST SETTING BED REFER TO SPECIFICATIONS -- - UNDER EACH FLOOR MATERIAL 70 -G.C. 15 RESPONSIBLE FOR COORDINATING THE LIGHT G.C. TO ADJUST SETTING DED REFER TO SPECIFICATIONS ,� \ 1T1.U1 U` �� DIVISIONS IX FOR FLOOR FINISH *DEPENDING UPON ,c _^. I STAINING PERFORMED BY OWNER UPON COMPLETION UNDER EACH FLOOR MATERIAL TO DIVISIONS IX FOR FLOOR FINISH ACHIEVE TRANSITION ------- ---- INSTALLATION. OF THE STAINING, THE G.C. IS RESPONSIBLE FOR ACHIEVE FLUSH TRANSITION -- - INSTALLA,ION. / p' EXACT HEIC1WT t ON RET�-IQ MALL_ELQQ81NA — \,_ PROTECTING THE FLOOR WITH A HEAVY WEIGHT ANGLE OF LADDER `� VINYL TO CONCRETE TRANSITIQN \ 05227 N.'T.S. CONSTRUCTION PAPER (•Q9 NcE _TREE) ��c..• N.T.S. 1F4!SOR CLIPS y 3'-10A" I , y �; �t� �� SHEET CONCRETE TO MALL TRANSITION VINYL TO CONC . TRANSITION l SHIPS LADDER 1 . • M SCALL NTS N PA ■ 2 3 SC 0 I SCALE9' i'- 0' , ":, .--........ .a,.,_____•..>,•••••••.e..n+e.r...x....i.....a...•.w.e,w__... i k 0,,.,000'r•,,,,. LEGIBILITY STRIP m I 0 2 3 4 5 6 -' 9 9 10 I I 12 1'3 14 1R ' 15 1'9 20 ?I 22 23 2..i 25 26 2 . 2' 29 -7 1. (UI • $i Ii OI -' imilimmummilimill .. ,.... .. , .1. 1� ,14.1 , �l l4J. �6I11!,�J 4i41 � 41.�1k111IJ1�,114Lliithlt1.IIIA.1illb1t,(1,�1�. ► ►�I i-aitu l Inial I�11,iuuldu p ' ' .` ' �,, it r • azt F. r ^s • '^' i - �� i 1C, tr .. .. . . • ' •� ,. � iR 1 F Xn t,:Ni�lt.MFM. #L . n � 110. ,. , 0000 ., .,, 0000 .. i .. .. .. .- -. . �. ...: -.. � .. 0,000 .. . :." _. .. .. .., 110:4 .. . .: • ,.� w -.. ,. 110 : 00:00 : .' ';t: ....' :-.;: s , ___• r, 41-.• t.; ' '• ' ''..'•••.,-. .'"••,.',,,•:,, ''''',',':'"'*'''• ' • ... .. . . ... . . _ • . ,.• tom goodirsiormammew . . . . • coNTINuou5 TRACK K (0 C 3 5/6' METAL STuD BRACING V \\ ///////71,---/././ 3 5/81 mETAL 5TuD BRACING 0 igli LD 48' 0 C - ANCHOR AND BRACE 48' 0 C - ANCHOR AND BRACE CI TO STRUCTURE ABOVE- NOT TO To STRUCTURE Al3CNE- NoT TO r r) (I) DECDECK I - imumJ Fr) --, . 3 S/13' METAL STuDS 0 16' 00 _ 3 E/13' METAL STUDS 0 lip' 0.0 - ANCHOR AND BRACE TOomy O.C.0 • STRUCTURE ABOVE - NOT TO .C.- ANCHOR AND BRACE TO csi STRUCTURE ABOVE - NOT TO .4- DECK Pi_ L DECK 11.11.11111 .- to SEE REFLECTED l_______ I • 1--=-1 i - CEILING PLAN •:' -.. • ___ r SEE 'REFLECTED - -GROAN PROFILE TYPE CEILINGPLAN Ir' - 'A' SEE DETAIL A/Al2 2 C.:I Nt ' • • SEE REFLECTED ____ - CROWN ASSEMBLY TYPE 'A - • 0. 1 • -- ..._ . ft" SEE DETAIL A/12 2 CEILING PLAN ‘t r --- --=-L-r ' . CONTINUOUS TRACK I NOTE TAPING IS NOT REWIRED AT . i [ NOTE. TAPING, IS NOT REQUIRED 0 THE INSIDE OR OUTSIDE CORNERS 0 e immil0 5E.s AT CORNERS OF Gya OF ( '4B CONSTRUCTION V-14-4ERE 1' 1 • CONSTRUCTION WHERE IT WILL WILL BE COVERED WITH TRIM 0 ; BE COVERED wiTH TRIM .11:::) 1 >: FRAME AND FRENCH CLEAT FALSE BEAM BEYOND - REFER -I -TO RELECTED CEILING' PLAN P z . ._....i...._ _ • --- SYSTEM SuPPLIED STALLED BY GC BY OWNER, - CO -J • IN \ FOR LOCATION As: „ CI)W \\\ • •ATCHED AREA INDICATES AREA \ LAJ . • ,,,.. TO RECEIVE 1/2' F.R.T. PLYWOOD \ FRAME AND FRENCH CLEAT • 1111111110 SYSTEM SUPPLIED BY OWNER 3/8' GINS OVER 1/2' F.R.T. \ INSTALLED BY GC • PLYWOOD BLOCKING --- 'VGROOVE (SF-I) PANEL OVER (al) I- At 5/8' F R I PLYWOOD BLOCKING ta_ 1 I Von* - I *NOTE. WHERE WCCD BLOCKING *NOTE WHERE WOOD BLOCKING I) C.) _ ___ ___ _ . NOT ALLOWED PER CODE - (IC. NOT ALLONED PER CODE - G C t-- TO USE CODE APFkOVED TO USE CODE APPROVED / L.— GC TO MITRE CORNER- EDGES TO BE rej:::) ALTERNATE BLOC MATERIAL ALTERNATE BLOCKING MATERIAL ( /- • SANDED, RELIEVED AND FILLED PRIOR 0 pi- '-i---. TO PAINTING NI ' s 'V' GROOVE (SF-1) BOARD OVER ' (.0 1 r. 5/8' (I0413 ON 3 5/e.' METAL I— I STUDS # le' 0 C I • I I • • 1__.5F-_-__H-I lc ___ 5/8' GWB BEYOND -- lump• 'V' GROOVE BOARD BEYOND -.......1 \ ,...iii - . -- --- 3 5/8' METAL STUDS IP le' O I : C ) _ ___ 3 5/8” METAL STUDS # IL' O.C. ill_L / ,.. New ,E ,3 • SEE P.AN SEE PLAN SEE P,AN SEE 7-'... _,.. • _•••• _.:::_ • .• •• • 0,------ - . • l'---(GYP. TO GYP.) (GYP TO GYP ) (GYP - .,'P ) -.,v1-11 ': ".•.-- . .,. . ,... - - . .. -B- 7....wirommwoormamwron.s._ LINE OF CROWN (ABOVE) I 12 LIN10FCROWN (ABOVE) A3 vb ILI ci ' ", • S/8' TYPE 1x' GB ON 3 SW E 1/2' V-(IRCOVE (SF-!) H METAL STUDS # Ii,' O.C. OVER 6/8" G1,45 ON 3 5/8' Mr ".. ‘...1133.2) \ -.... , METAL STUDS Iii 16. O.C. --i „..-- ---.., COr! Ca;I17:C1‘41/4 JC--:> .1--j 0 it31:- in tt 1 IL-i j'Al.9.) Ai0.I LINE OF BASE (BELON) ' )1.INE OF BASE (E5ELOA) • • r -...-... ) imbIlite c• ,__ r-------A ....... I il ) _ _ __ _ 10 - H-- 1 glik irlta.. J ‘10r, . i , . ...... . ...r.... 1 ...Lr. . 1 • • • I. __A. ..... CA. . ( ) in .;L. ._-1 • •„...-..* ...--..„ ' .....1•.• r.....•-. Z 4 0 43 G.C. TO GL,JE AND SCRE1N 5F-1 TO STUDS AT 14' , I SIM. • ! 17) 0.0 VERTICALLY COUNTERSINK AND PUTTY SCREINS r 11_,........... t...1 - man=q0w4t1„.... i.,,., .....,., ( i••• ••••••••. t-----", .!...))2. 1 GRCOVES) . 1 1 I 1 in in in .......1 1......._ ---1....L-11.... 0 0 9 H I • - , k i ...i ! ..$. 1 . f • LI; ---) i-- DISPLAY WALL SECTION ( ---att---2)..DISPL.AY WALL PLAN DETAIL ('--------) DISPLAY WALL SECTION DISPLAY WALL PLAN DETAIL •• < I- t (.I.‘. 1 (AT GYPSUM BOARD) ,___} (AT GYPSUM BOARD) \._ (AT V-GROOVE BOARD) \„_____/, iAT V-GROOVE BOARD) :1 cl CC:3 1-111 1- 0 < -.1 LL.1 • (r) (r Z cz I-r) kt n.! _i a)- ,. a. CNI 2 • N. CD 0) N. 0• (i) 4t 2 DISPLAY WALL DETAIL DISPLAY WALL DETAIL L1.1 (...) < < MIIIIIIINI • ,. • . . • • . . . • . - • . • . . . „ . . . . . . . • ' . . a.• CI) Z fit 0 3 < A or 0 0 cc• • W w Cr tr) > ..1 —i .4 i‘ D ,--,• ...j %-, ci) ir OW (ii-- 0 cv — LU I...• CNJ 1-1- CC LD 0 Ga D Z Cn „ , C:3 = Z • •• . I'''. 1.1.1 (1) Cn 0 CD 0 03 41 0 (t) ZE UJ CI' • 4 Cr . CD C) a .-- --... 0 cc m cc de.... Lu cf.) 1‘) < 1...,:i CO < Loc° LI a ....1 — o ,. I ti, D ,1 ,....•:' "_.„- .•. .. . I : I , . 11sE 1 4 •,-• ,,, i,. ... ': OF OWNA ., 05227 • SHEET A 12 . 4 . . . • . . . • . . . . .. . . . . . ..„... ....o,,,,,.....,....,„,..,..„., . .,..0 ....... . • / LEGIBILITY STRIP . - , . . ,P 'cI 20 21 22 21 24 ;•'''' .111111111111111111111111111111111111111. i. F•e3N1 111 ' I IIIL1/441•1140.111141.1.4411/111111:141411.14.L41.1 's • 1.111111111ILLIIILIM414111111111,11.1thiad.1,14141k,4414.4L1' , ., ..., ..,. ,,,,offigmem-- • y'rl',',,, • ,. , , •, ,,,',3:r•• • j1MJ* 1 I. • 0 • I .•Y • .., • , / . ' • /i • • , , . . / , ,•. • • J'';';'..,,.''',::,••'1•4•r '',:,‘'''''''''.' ' ' ' •'' ' ' .'".,tV.11• • ,• . • ,. , . . • • • • • • • WITH COVER • FOR CD PLAYERS ON [-ILA. --Yr ♦ ::__;-,, /. PLATE FOR FUTURE USE -- - PLATE FOR CD _ 'COMPUTER DEDICATED PHONE • PLAYER CABLES 125 CIRCuI-T' AT 5'-9' A.F.F. SCANNER •7 - TELEPHONE AND DATA OUTLE 4 4'-0' • QUAD J BOX WITH ;OVER VARIES VARIES I ' ' PLATE FOR COMPUTER n- --•�,-- n --n ---- , --n ------ • .n - * VARIES FIN. CLC FIN, CLG FIN CLG _.,_ f TERMINAL DATA CABLES • �� (n-p 4) ,,, (TYP x 3) ('TYP x 5) BREAK SHELVING AROUND HARDWARE BIN „ «� G.C. TO ELIMINATE. TOP SHELF IF CODE (TYP OF 5) �71, VIII: O cr (TYP x 6) r Y AND/OR BAR BIN AS REQUIRED, REFER v "-CD PLAYERS QUAD RECEPTACLE w/ 3 v REQUIRES ADDITIONAL CLEARANCE TO (�� I app O 4 G C TO ELIMINATE 3 ; , .� I TO CONSTRUCTION PLAN - r` o ---FILE ,ABiNET DEDICATED GiRGUIT FORal CLG (NO CHANGE i0 STANDARDS ORCOMPUTER TERMINAL I TOP SHELF IF CODE ` 1 4.,...4 re') • REQUIRES F mow.` -�, OTHER SHELVING) ! I; SAFE -, NI- • ADDITIONAL I' "_ ' I �y 1 j e nrile .. ,..ll. � �� `� �y CLEARANCE TO CLG r� V -----3 _---li (TYP OF 2) (TYP OF 5) ----4f. - 4 , • pp (NO CHANGE TO 5 J ' o ,6 6 b 6 CV . i {2) STANDARDS OR `' �2 IN (7_). © 7'-6' TYP v F I� -- ` 1 I ( , �t OTHER SHELVING * • - .. �� \. L 4 ) '-"� ELEVATION ELEVATION fV .p .q MAY 82 ' I I,i, w —'-.,+ -- � I VARY II �� \ �� o r� Rt ,4 • iv (SEE � * .._ SEE CONSTRUCTION PLAN \ ji:' t) -I`v — �► - IL/ 4 -\ r-� N li, '` ;. PLANNI NGREFLECTED ��-- I - '\ �f \� • i �J �► 0 5 5 -------_..-_- (2) 30'x 48°x 42"H GARCY FREEST<,NDING SHELVES m i I x ` V \,, { - G.C. TO CONFIRM LGC A TION OF SAFE WITH OWNER'S O 141 B aIlimum•-: 1 i ! n I z \ IN"� II 1 ✓�-- I I g� C.M AND THEN BOLT SAFE TO FLOOR v _y -- T i al .-- -{� �•' �"'" �► „ " - '�• HARDWARE FILE - - o ---.,(6) I CUT TO cv O ` BIN I-,: _. B? o �"�~ '=J REFRIGERATOR © `' ! LENGTH ° . _--- Al2. I MIGROWA'JE -_ (TYP x 2) " �'�' BAR BIN 63 rC ,� ...C% r • STACKED • ------(2) ---< CUT TO �E�T -i2 4 _ LI Z L....:GTN `- �_� ---- a �[-] �LI Y __,�. i t w d -(2) 30"x 48"x 42'H GARCY FREESTANDING SHELVES I Q o • Al ' TYP• YIIALI_$TA- - - S TNG ---)BENCH SHELVING ANCBARSHSN �$TORAGE OFFICE i RESTROOMOFFICE / RESTROOM - SHELVING-�� SHE!.VINO b HARDWARE BIN L� w �~ w A l (A 2) A) A 4 rA 5 �A 6 ELT:p./ A CA---- ‘, NOTE: SEE 'CONSTRUCTION' PLAN FOR \�/ MOUNTINKiEGTION l� BARS SHELVING SHELVING SHELVING �, ) 8AR BIN [LE VA TION ACTUAL OFFICE PLAN CONFIGURATION 0Z OFFICE PLAN -.-. I NOTE: EXTEND SHELVING UP FOR CEILINGS HIGHER THAN 12'-0" • ' A STOCK ROOM SPELVIN( DETAILS 13 TYPICAL OFFICE PLAN V I ALL AcCE551BLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE 'lip GENERAL NOTES STOCK ROOM r FURRING AND WALL STANDARD FROM APPROACHING PEDESTRIAN WAIS - --- �ccEgo � _ _ I 1/2 0, 42 LONG --- 2. ALL REQUIRED DOORWAYS SHALL BE 3'-0' x 6'-8' (MINIMUM). i SIDE BAR W, 1 1/2' MIRRORS WITH BO-Or EDGE AT 40" MAX. — SHELVING DETAILS —� — INSTALLATION DETAIL 3. HAND ACTIVATED DOORS SHALL BE OPERABLE WITH SINGLE EFFORT TYPE CLEARANCE PAPER TEL DISPENSER MOUNTED AT 40' WALL STANDARDS, BRACKETS, BRACKET CLIPS WITH SCREWY, --_ I I MAX. PROVIDED P OWNER INSTALLED BY HANGBARS, HANGBAR END CAPS, HANGBAR ADAPTER BRACKETS, HARDWARE WITHOUT REQUIRING THEABILITY TO GRASP THE OPENING• �� • ` • •`r GENERAL CONTRACTOR. TOILET PAPER PRE FIN15HEU WOOD SHELVING AND BENCH-TOP PROVIDED BY • OF STUD OR FU4k HARDWARE. / 5 OWNER, INSTALLED BY G C 3.0 TO FURNISH ALL Ix4 GRADE 'A' PRE FINISHED SHELF I / r TOILET ROLL DISPENSER MOUNTED AT Iq' MAX. PROVIDED 8Y WOOD FURRING AND ALL INSTALLATION SCREWS AND FASTENERS ,�/ OR BENCH-TOP "' ` 4 HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30' HOLDER �--� - OWNER INSTALLED 8Y GENERAL CONTRACTOR. ` t • REQUIRED TO COMPLETE THE TOTAL INSTALLATION. ( AND 44' ABOVE 7+�E FLOOR - ' ' x s '= + . _.� - -----CUT OFF EXPOSED 5 EACH SIDE 7F AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN THE DIRECTION if I I/2' 0, 36' LANG 2 ALL. EXPOSED EDGES OF WHITE PRE-FINISHED SHELF EDGES ARE CORNERS REFER TO \ f ' ` ! , I I }# o • REAR BAR Vi/ I L TO B_ SANDED SMOOTH PRIMED AND FINISH PAINTED P-2 CONSTRUCTION PLAN -" ` -�- I OF THE DOUR SWING OF AT LEAST 60 AND LENGTH OPPOSITE THE DIRECTION jr:,-..]-4=4 �� I I/2'm 3AR 1�1, • F / I OF THE DEAR SWING O' 44' AS MEASURED AT R!GH7 ANGLES TO THE PLANE OF ] I/2 '.EARAN6� l jjr� A !/2' CLEAR TOILET SEAT COMPARTMENT- FROM WALL wH THE DOUR IN ITS CLOSED POSITION. " ONE AT SIDE 42' LONG MOUNTED Y w3 ALL FIELD CUT WALL STANDARDS ANL) HANGBARS ARE TO HAVE - 4' UNLESS NOTEDCUT ENDS DuRRED AND FILED SMOOTH. CU7 HANGBARS ARF f0 6 FLOOR OR LAND,NG SHALL BE NOT MORE THAN 1/2" FRO'1 THE THRESHOLD OF 1 ' ' 24' 'N FRONT OF TOILET NAVE HOLE DRILLED AT CUT END TO ALLOW FOOR THE INSTALLATIONOTHERWISE ON '-USE fw0(2) THEDOOR- WAY WITH A SLOPE NO GREATER THAN l:2 ANOTHER AT REAR 36' LONG i CONSTRUCTION PLAN 1X4 FURRING 7. MAX. EFFORT TO OPERATE DOORS SHALL NOT' EXCEED 8 1/2 LBS. FOR EXTERIOR LOCATED ABOVE fpILET AS fYOF 'THE ENU-CAP LUCK .N SNAP BUTTON. SCREWS/ANCHORS AT _ -IEACH STUD FUR ING TO DOORS, WHEN FIRE DC"Y�RS ARE REQUIRED MAX. EFFORT MAT BE INCREASED TO SHOWN. BOTH MOUNTED AT 33' IIW SECURE FURRING TO HC LAVATORY ELEVATIONS w17LBSA r F a ., Ca 3/4' WHITE WALL STRUCTUREp PRE-FINISHED SHELF 1 8 FLOORS TO BE SLIP-RESISTANT. Z Q s w w STOCK ROOM WALL SHELVING AND HANGBAR OR BENCH-TOP _ '4;.s q GEN"i ER OF GRIP OF OPERATING HANDED OR SWITCHES SHALL BE NOT LESS O w g �/ I THAN 3'-0' NOR MORE THAN 4'-0' ABOVE THE FLOOR OR WORKING PLATFORM. N > ' I , I - _ -� CODED NOTES �' _ __ _ H Id. BOTTOM nF THE MIRROR 10 N G F,TTING ROOMS SHALL BE LOCATED WITHIN 18' w - �_� �_ , OF THE FLOOR. al n ' -\ h F �`` C} lx4 GRADE 'A" W000 FURRING INSTALLED CONTINUOUSLY BEHIND \ ` F 11 HEIGHT OF CLOTHING HOOKS SHALL NOT BE GREATER THAN 48' FROM THE OF SYMBOL ALL WALL STANDARDS, REFER TD CONSTRUCTION PLAN. REFER ' \ ;',• FLOOR _. '--- ' I . TO TYPICAL WALL STANDARD MOUNTING SECTION, DETAIL Al. `DREW CLIPS TO BOTH I V • SHELF AND BRACKET i � /� 12 GRAB BARS FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND + /� HEAVY DUTY - *14 FLATHEAD WOOD SCREW 250 LBS POINT LOAD BEARING SHEAR AND TORSION • (2D 8' LONG HEAVY DUTY WALL STANDARD WITH 1' SLOTS 2' O.C. WALL STANDARD WALL STANDARD 2' LONG AT F1►C_N HOLE TIaA7 _ ' (S<U* 3u071010). CUT TO LENGTH AS NOTED. ( r. I" SLOTS, ?' O.G.) -�. ALIGNS WITH A RUN OF • 13 WATER CLOSET , LUSH VALVE SHAD BE LOCATED ON THE WIDE SIDE c TOILET7-,-- � e = IQ ir (EXCEPT TANK TYPE) THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE ISI �► • v 0 16' DEEP x 96' LONG WHITE PRE-FINISHED SHELF (SKU *30071006) FURRING (TYP. x 5/STD.) SHALT BE 5 LBS. � r BRACKETWITH TWO(2) ) > • L^/ 27 DEEP x 96 LONG WHITE RE-FINISHED BENCH-TOP SHELF CLIPS PER Zd TYPICAL / + ' " p 14 LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 18' MIN. FROM SIDEJNALL (SKU *30071008) r- BRACKET - -` / WITH RIM OF COUNTER NO HIGHER THAN 34' FROM FINISH FLOOR WOMEN --t- - ( -T -' 15. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH ONE HAND) MEN J L O O 14' HEAVY DUTY SHELF BRACKET (SKU *30071011) WITH SCREWS -- SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING / _ L -� SHELF• CLIPS (SKU* 30071018) AND TWO(2) SHELF CLIP SCREWS Cr THE WR.15T AND AN OPERATING FORCE NOT EXCEEDING 5 LBS WIN WOMEN > FER CLIP _ _ NOTE: _. ACCESSIBILITY SYMBOL TO BE " 16 SELF-CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS 26 HEAVY DUTY SHELF BRACKET (SKU *30071012) VL'TN TWO(2) �� GRADE 2 GRADE 2 MOUNTED AT LAVATORY SHELVES TO RUN CONTINUOUS ALONG 17. WATER COOLER SNAIL CONFORM TO REQUIREMENTS OF THE ADA ACT g92 F SHELF CLIPS (SKU *30071018) AND 7W0(2) SHELF CLIP SCREWS BRAILLE BRAILLE ENTRANCE I, TOILET ROOM DOOR SYMBOL SHALL BE WHITE LETTERS WITH • PER CUP WALLS AND AT CORNERS (REFER TO 18 HOT WATER PIPES UNDER LAVATORY SHALL BE INSULATED OR OTHERWISE BLUE c�AGKROUND UNLESS REQUIRED OTHERWISE. o A o • CONSTRUCTION PLAN JOIN STRAIGHT METAL STUD WALL STRUCTURE Ix4 FURRING 14' HEAVY DUTY SHELF BRACKET SKU tt30071011 WITH HANGBAR ) COVERED THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER 2 ALL SIGNAGE T^ BE 1/4' THICK 4 RUN SHELF SEAMS AT BRACKETS WALL CONSTRUCTION MAY VARY ADAPTER (SKU *30071014) (REFER TO CONSTRUCTION PLAN) --WALL STANDARD SPACED - INSTALL WOOD SCAB, SCREWED TO 19 PROVIDE METAL PARTITIONS (IF APPLICABLE), PILASTERS, DOORS AND ALL DOOR SYMBOL DETAILS TOILET ROOM DOOR SYMBOL r I I/4' DIA. x 48' LONG HANGBAR (SKU *30071015) WITH UNDER SIDE OF SHELVES AT ALL CI-LONGE SCREW/ANCHOR SECURING TYPICALLY AT 24 0.C; -__---_-__ _ _-_- SPLICER(S) (SKU *30071017) Al ALL HANGBAR JOINTS AND 2' CORNER JOINTS AND UNSUPPORTED FURRING TO WALL TO SUITABLE ADJUST SPACING EQUALLY AT NECESSARY HARDWARE AND MOUNTING ACCESSORIES FOR COMPLETE FSPECIFICATION ACCORDING TO ENDS OF WALL RUNS INSTALLATION. PROVIDE NORMANDY FLOOR MOUNTED STYLE AS MANUFACTURED Q • ;{ LONG EXTENDED END GA. (5) (SKU tt30071016) AT ENDS OF ALL SEAMS USING 1 I;Q' *8 COUNTERSINK w ` HANGBAR RUNS. WOOD SCREWS. WALL TYPE BY SONY!IETAL, PHONE (606) 67b-2700, WITH 1$99 WHITE BAKED ENAMEL FINISH t C] , a I— Q Q a m C SHELVING DETAILS AND NOTES LAVATORY DETAILS SALE N v .,.1 N ' s -1 N Cl� . . . • • ••• ' FRT �^ SAND SMOOTH ALL r' `� Q1 UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW BLUEPRINT PLP-I D =PAINT EDGES (TYP) 7711.1.1111.1".WIWIIIIMM...1.11.1.1.1....ak WATER COOLER NOTE: WATER COOLER NOTE: GYPSUM BOARD ' PAINT SET FOR THE COMPLETED STORE DRAWINGS (ARGHITEC URAL, MECHANICAL AND -_- - # z ELECTRICAL) AND PLACE BLUEPRINTS INTO THE PLAN TUBE HOLDERR. __, _•,-"_, IF THE WATER COOLER 15 LOCATED IN THE PAIN OF IF THE DRINKING FOUNTAIN 15 LOCATED IN THE P-4 _ ----- U - ' � -' 'r' 4° / -P~I P-4 TRAVEL, A TEXTURED AREA I'-0' AROUND THE F011N FAIN PATH OF TRAVEL A TEXTURED AREA ''-0' 8' (le GA.) METAL �: • G.C. TO PROVIDE / INSTALL HANDLE ON THE TOP CAP TO EASE THE REMOVING OF JOISTS (CSJ I--5/8" ---- -'---' CLEARLY IDENTIFIABLE BY THE BLIND IS REQUIRED AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE FRP J MOLD TRIM THE CAP COORDINATE HANDLE SPEC WITH OWNERS CONSTRUCTION MANAGER -" -- 1x4 WOOD TRIM BUBBLER IS TO BE ACTIVATED BY A HANDICAP PUSH BAR BY rNE BLIND IS REQUIRED BUBBLER IS TO BE CONTINUOUS ACROSS TOR. 1lil 1 FLANGE) P 16' O.C. (CLEAR PINE OR ON FRONT FACE OF UNIT WATER COOLERS ARE TO BE ACTIVATED BY A. HANDICAP PUSH BAR ON ON / EDGE AND ANY EXPOLED I/4' DIAMETER THRU BOLT tt10 TEK POPLAR) - RUN LOCATED WITHIN ALCOVES :50 AS NOT TO BE IN THE FRONT FACE OF UNIT. WATER COOLER SHALL VERTICAL EDGES ------ - CONTINUOUS ALONG CORRIDOR WALK COOLERS M,IST BE APPROACHED FROM CONFORM TO REQUIREMENTS OF THE AMERICAN ? • WITH TOGGLE (TYP OF 2) - - w SCREWS 7UF EDGE OF WALL- THE FRONT WATER COOLER SOAL.L CONFOM TO DISABILITIES ACT -- Igg2 �� ' 2; - --L______________ I REQUIREMENTS OF THE AMERICA.; DISABILITIES ACT - 1992 SF-6 __-\ O • GYPSUM BOAR ,,, N D , EXISTING WALL-- ' I -l6 GA METAL ` L1J0 -- mil / -y • l- , CHANNEL_ (UNLESS ��T-6' A.F F. - -- NOTED OTHERWISE) cc • PAN H(AD SCREWS TO SECURE STRAP - -- I / �- - I r - , _--- - _siv _-_._4 a._ \ Cf)_.j Q 3 5/5METAL STUD `\ < • 3/4'x 2' POPLAR PLYWOOD f I C� *e x I l/4' OVAL • • • TRIM SCREWED TO 7 x 4 - PARTITION - ALIGN t ' PHILLIPS HEAD SELF ,9 STUDS DIRECTLY I K' DRILLING SCREW WITH 5/8' TYPE 'X' GYP. UNDER JOIST (TYP) 2 METAL STRAP (TYE' OF 2) _ BD REFER TO INTEGRAL COUNTERSINK �"' Q fY rr 2 x 4 FINISH PLAN FOR • -��,� AT EACH METAL STUD I-- - oZ N LOOSE PVC CAP \ s 5 TYPE 'X' GYPSUM ,, WASHER, ZINC FINISHED ;�J Q I� ___ PAINT-- BOAR TYP (21 tY OR FURRING (TYPICAL x LL 11J 1- N c7 6' DIA. TUBE ) r 0 ^ I (�� (Y 2 PERSTUD/FURRING) Z I]C• 1� �I F' 4 a ` 1. �I „i JJ O . "� 2 d I fA CORNER GUARD WHERE • Q ,� _ _ ` qg A F c I/2' DIA HOLE Q 1 F= ui Cv Rl (D APPLICABLE �� -- Q Z IN BOTTOM CAP - --- — 3/4' F.R.T. r. (r• c� �� ^ ;', SHEET METAL PANELS TO BE INSTALLED PRIOR 70 BASE, / (,) CO a cn �' ��-`-__-/ PLYWOOD - PAINT F: n 2 .q INST.aLt PANELS WITH CONSTRUCTION ADHESIVE -- - c Q LU n • --f,. SAND SMOOTH ALL ., rn ;? m u VB-1 ,� C ri� F'-I EDGES (TYP) v / j� LX O O 0 �� - ____ - oc v 3 �' EN I. LABEL ®SECTION TFIRU TUBE %� ;N % �� ,, ---- PAINT P-4 �--- ' # (� t� Z cn C� z ff. 10' (16 GA.) METAL /f ---- _A-"' „ MS . CC CO JOISTS (CSJ I-5/8' �� 1x4' WOOD TRIM (CLEAR 6D „ WAINSCOTTING DETAIL . °C z LJ • . ,. r��N� LU (n st Fr FLANGE •q 16" O.C. ''A. I PINE OR POPLAR) - RUN -�. __- �' --_____44,:o .ag SCALE 1/2' • ' -c o m Q C7 Q In _ - - CONTINUOUS ALONG TOPS �� .�. 0 Q C') 1- ((tA )JOIE EDGE OF WALL "' I'-3' 2 -6 k1 -3 1 -'J' l'-3" G.C. C4.E ROME NIS ATTACH A LAI6Et. -- I -1 t CAULK ENDS WITH CLEAR SILICONE (TYP)- . OF• man CLEAN TAPE) STATING: THIS iliNE DEMISING WALL 4 � • \1'` ( ) 7a SALES AR. _ ``HOOD HOLDER CONTAM! ATONE MAYANS ARO 1$ NOT TO y 7 Z REMOVED WITHOUT THE COSIEST OF x THE NTONE IMAGES. 16 GA METAL Q ) F a " - NON-SA-fc / . __. ----__-- CHANNEL (UNLESS r I �' o' _ �� fJ' 7' 6' A.F.F. /yrzi . - - � l__-~J �_ _� T �- 1 ;,I " PVC BOTTOM CAP GLUED IN PLACE, G C } ---_._-_ / 1 �I NOTED OTHERWISE) *---- - v n co rT - DAVID AL )USES .. - 11/4' x 11/4' x IB GA x 36' LONG OR ii -_._1 TO DRILL 1/2' DIA. HOLE IN CENTER OF p-' 3 5/5' METAL STUD -,0. 2'x 2'x 19 GA.x d'--2" LONG BRUSH , BOTTOM CAP PARTITION - ALIGN 60"(MIN) 30" (MIN) STAINLESS STEEL CORNER GUARD W I•1_11 `� LLI 5/8' TYPE 'X' GYPSOF . 111 STUDS DIRECTLY # - ANGLE PROVIDED 5Y OWNER, t BI H1c)E ELEVATI N I a BU. REFER TO � UNDER JOIST (TYP) ADA APPROVED Nt/LO ADA APPROVED INSTALLED BY G C MOUNT BOTTOM a cn \` - 3/� - 1 Q O ENTIRE AS,EMBLY IS CONSTRIJCTEO PAIN? + 1,' (INSTALLATION- -- A - - ____-..___ _._. ON TOP OF BASE BD. IN SALES AREA a z 1 ' { (E-1).--1.9-13 - - FINISH PLAN FOR " " CL EARA"JCE) I ) <:, ' BY GENERAL CONTRACTOR. IN FIELD _ 4 5/8 TYPE X GYPSUMINSTALLATION CLEARANCE VA OR FINISHED FLOOR !N NON SALES "' T r(,C1 G,C. TO PAINT ALL HARDWARE P-4 r I BOARD (TYP AREA. ADHERE TO WALL WITH CLEAR , or. �� ! - P-4 �; WATER COOLER ILLUSTRATION: SILICON, SEE 'CONSTRUCTION PLAN' ' --___ �� - FOR LOCATIONS - 1/2' PLYWOOD (TYP) GYPSUM BOARD- + 05227 • PAINT 1 P-4 -- - SHEE I L SCALE A , I' F �'!-Atf j, ION THRU DECK WATER COOLER DETAILS I NON-SALES CORNER GUARD DRAWING TUBE DETAIL SECT SCALE N T..5 • SCALE WI'5 Al2 , 5 4. rH LEGIBILITY STRIPl 3 4 5 ® 1 6 fa 10 I I 12 ,3 14 Ie 17 1a 19 2n 21 22 , ••4 .•r. ,n , -, 111111111111111111111.11111111111111111111e,1 { I I 01 1111116111111111111111111111111111111111tr E llikk.1 4!144thi llil J.l��,I14,1I1t d141,I.G�1�!�ai,titiktat JaliNi,1.4u4 ,11.. 44,1, �.ill:.l 4dcul.,1111.Ila.Llt1,�J..ir'.t a ! I 441 .da lilial i 1i. • ..,...•. • .'•c-'1":,•••,,'::44,,, R. ,':.,.':',..,';'•,:•!..•;..'`.•••.'_,.,i « 944; s, .- • 1 • • 0111i1.1MINIIMMINNIIIIMMIIIMME1111111111111111111i +1111111111M IIIIMIIIIINNYIN11111101' %111111.11.10MiallaillidliftE17111111111INIMIINIMIlli ‘1111010011M011111.11Maldrallm OP . I . FULL 3/4' PLYWOOD ( N . K) _-- ! � �L•OW SHED. r-- -MINTING FLUSH IQ NALLt FULL HEIGHT DIVIDERS (TTP) • G G CO INSTALL 3/4' SCREW BACKSIDE OF UNIT r 1 3 5/8' Mr • STUDS 3/4' PLYWOOD DIVIDERS / FURRING BEHIND STANDARD I SECURELY TO HORIZONTAL G.G. NOTE, BACKSIDE OF BIN / �'I - 16 O. i • END PANELS — WOOD FURRING OR WALL MUST BE SCREWED TO EACH � + I ii- _ Ij AND 3/4 BLOCKING BETWEEN AVAILABLE WALL STUD ALONG I IGW8 ON 3-5/8` Co)-- STANDARD BEHIND ORGANIZER / .CODS ALONG TOP AND /' TOP EDGE OF UNIT (USE MIN. .R.T WOOD ( I I METAL STUDS !b' O ►1 I0MIDDLE OF UNIT '� 2 SCREWS) = OOaCING BY G.G. - 1 t O" 1 ADDITIONAL 3/4' BLOCKINc� C ,. \ _ _ /� \ - chi r / N SCREWED TO FURRING • 8' 0 1 F.R. 545 WOOD /. M 3/4' FURRING SCREWED TO _ �' �`, \ ' BLC' G BY G.0 -J i 1► • - TRIM PIECE ANCHORED • �4 • i SJ. . ,••/•'''' :-\,.,, . , ' l TORI T51 ONT I ._ _____ EVERY WALL STUD WIITH MIN. _ ,� GH DE L I • ` OF 2 SCREWS �� \ WOOD BA E 117E1-14)" El t)W -� I )y• - BASE SPLIT • CENTERimiliml ML i �� r )1 !/?" 'V GR• E' LINE OF JOINT ANp PARTIAL 3/4' PLYWOOD--- 1 P\ - .� __ - - NFILLED W/ BUTYL (FRONT) 1 / ••P-- �� (5F-I) BOAR, OVER • 11• ih I HOLLOW ME CAL ••• ir CAULKING. COLOR TO ( - - HOLLC r1L'A: DOOR AND FRO.ME SEE TGH ADJACENT I `/ / sEE IEVSN ArIoNs) — I EXP :ION JOINT suR Es • 2 x 4 (TYP. EA. CORNER) ---- \ PLAN VIEW �� '� DOOR SCHEDULE' F TED WOODCI? ` / / ___5/8 GWB EACH SIDE Of 3 5/6 METAL - O / STUD FRAMING • Ii 0.C. (TYP) M ___4 EItQUAL AGES - .18----•••• �.. _ _ _ CLG. EXPANSION JOINI) .., I I 1 y, I / Ill (TYPI L) X': — �_ NB-LLADELCDOORS PROVIDE FRAMES SCALE 3' • I'-0' I� L 5EE DOOR SCNEDU AS RE�7UIRED • �"1:::� ^- �� FOR AI.L REQUIRED , , , • • Ir . 1 f .21 HARDWARE p C IMPORTANT NOTE• FRAME _ L # / ---- --- -F IIIj MUST BE SET TO FIT TIGHT ?- - `_ _7 4. a T ` h i/ j ; - (~g 12 - - 1 r --_ TO TOP Of FINISHED FLOOR 5/8" GWB ON 3 /9' / 1 �\ �' I '�_ --- ._._ - ALLOW NO OPEN GAPS 1 METAL STU • Ib' t 4b' \ c , HOLLOW ME rA -i4 •• a ►► , O I ISOMETRIC VIEW 10/ — 5/e METAL STUDS P . 1 -• a 1� Ia' BAR -.),/ - II i l w NI + + w L - � ',al I. ( �^ vI --- 2x F.R.T. WOOD BLOCKING FRAME I I !/�) 3 !SQME TRIC VIEW BINS w00D F BELOW a FASTENER AS NEEDED I + + + + I '� �++ Z -- -- ---- - 'I SECURE DOOR FRAME AT FLOOR SLAB ,:.____._,..k..► • - I 11• v l�IE THIS UNIT IS PROVIDED BY OWNER, NOTE THIS UNIT PROVIDED BY OWNER, f R (545) WOOD • ' I AND HEAD AS REQUIRED1L -� Z B KING BY G C — G C 1'O PAINT OUTSIDE (P-2) AND INSTALL G.C. TO PAINT OUTSIDE (P-2) AND INSTALL / CL -- - ---- F R WOOD �, f , I ---CRREE'DNAND !SHOE D MOLD Q • 1 m I BLOCKING, BY CrCEQ E• I ' -- 1 _ _Jr. I] NOTE FRAMING TO' Ct.•• EXP (SEE DETAIL J/At2.l M in * - -+ --r r � BE ANCHORED TO JOINT — EX!`ANSION .PINT MODEL (`�I+) • 3/4• b' `/4• mr: RESPECTIVE SIDE OF GF-{00 DOLOR 232 WHIT NATION SND ELE>,'ATION EXPANSION JOINT 3Y GG`4SPEC. SYSTEM IN• �_ TACT: ARCHITECTUAL p FR 15 CO. HARDWARE BINIll< 141CO I-d00- -1001 ATI'' q RT "AER .. HARDWARE BINBAR BIN HIDDEN DOOR DETAIL.11..._, 1.A...1/41 N T..5 D DOOR JAMB DETAIL ,fr CLG.I. EXPANSION JOIN \ A SC.A.E AC, NOTE: B SCALE 3/4' •• 1'-0' � A • TACT ARCH - ' ------- MOISTURE RESISTANT 'GREEN- '/ 'Aimmillimillwar T ' /�/ _ BOARD' UID HORIZONTALLY �\ M FAC URER NNNN AROUND PERIMETER OF TDILEC OOl .,!ATERMI NOILIALfl ( ` P ': E (800)E35-002.! > i PNON 346 838-4281 `� • ROOMS AND JANITOR'S CLOSET DOOR ------ - -- - •`---- _ DOOR JAMS -- -_ ( ) v NOTE THE FLOOR Of -- LANDING SHALL NOT BE _ ^- -- --- 3/EE STAINLESS �u g +- 8' VINYL TILE COVE BASE: THRESHOLD -----. ---NOT TO MORE THAN I/2' LOWER FINISH W000 FLOORING ------------ - •- a --- VINYL TIL :GORING � EXP. ON JOINT LWER: 16 G � �- _ F. / EXCEED I/2 THAN THE THRESHOLD Of STAINLESS STEEL BENT -a<!0-24 X 3/4' W p Q -- - VINYL COMPOSITE TILE FLOORING MAX. SLOPE 12' '.'- (3 x Jig.) •• - ' cc t] w C3 I/8' THE DOOR - WAY. CHANGE PLATES. LONG SECTIONS CUT 5.5.F.N.M 5 / i2 > -CE•.•MIC TILE FLOORING FLOOR FINISH IN LEVEL BETWEEN 1/4 AND PLYWO SU9FLCIC7R Dc 2 3' •IfY I' I 2' TO FIT IN FIELD. FASTENED TO O.C. (i i► •TEX-PORTLAND CEMENT -EPDXY MEMBRANE BY 'STONEHARD' CAULK 2 I SEE FINISH PLAN- in' SHALL BE BEVELED �‘ ' ' ,' CONCREOWNER,TE FLOOR. PROVIDED BY u'�11N1�' GROUT G ' x / /5' MORTAR BOND COAT 1 •-�^`' I WITH A SLOPE NO GREATER I I �---- _ M. •• .•.,I.,. TO PROV DEINST FASTENERS G G C _ - _iii. _ -• ` ( di 1-- 0 6. 3 'f. / �� 0 /I MBRANE BOND COAT - . THAN 112 Nosusavano - _ i I • • !i" '� •., \ ' rSLAB' ,. SLAP! E1.,'ANSICN JOINT � CONCRETE FLOOR 5.18 . ( ` -IMBDOR-.FJ1 t ----; — -- t%3' X 4' AL • CONTROL JOINT RAWL SPIKE 3/'6' i. --- EXISTING •" -ETF SLAB EXISTING CONCRETE SLAB - C'JT • // 'UT AS RFG7U1•- TO ACHIEVE AS REQUIRED TO ACHIEVE SLOE THRES.OLD TO F.,- . - / . /2' ANCHOR roTO FLOOR DRAIN • J / / 0. •'ILL IN F,E4.11 / SLOPE TO FLOOR IN DOOR JAMB / _ � ' TILE THR SHOLD DET 8 Fi WATERPROOF MEMBRANE ADA THRESHOLD DETAIL SALES I- LOOR EXPANSION JOINT 1 FLOOR EXPANSION JOINT ZI. SCALE( 3" I''T c.A E SCA K---- :><:. . �\ ia�E O f f N \ / � 9 0 in 0 TAP-CON FASTENERS BY c..2' ce DIAMOND MATT \ TYPE. DM02 COL•• MINK LI; IN C.EIUNG CONTACT: T A(WORKS Q Q REMCNED FOR ATTN• K' - _N FELDMAN EXPANSION JOIN E 2 ti G A. CLARITY PH. - (BOC) 523.5179 , *4 STAIN 5""EEL TENT r3 0 W \ LIGHTWEIGHT CONCRETE T CUT TC; SNUG FIT / FLUSH WITH VINYL COMPOSITE PLAT I2' LCA- ='CTION5 CUT �" G.0 WITH DECORATIVE \ LODR IN FIELD BY INS CALLER, MAC1 FLOORING- TIN FIELD. FASTENED TO _ FINISH BY OTHERS �yiq" _ PROVIDED BY OWN'�R CONCRETE FLOORING CONCRETE FLOIDR. PROVIDED BY • CC Z 0 • NOTE: REFER O REt-LECTEL \ owN�R, INSTALLED 8Y G.C. G.C. w Q / - _ TO PROVIDE FASTENERS. n_ -� m I .. /� CEILING • PLAN FOR EXACT _ —_� �� LOCATION OF STORAGE CRIB. — kai � 0 111 I �� M , N EXPANSION JOINT - -r• G 1 ill \ ----r--1--H), 2nd POUR _ - t' 1�._ / --- x 1' ZINC PLATE F.H.W.S W/ (•; \' } 3 PLA PLUG 3' EA END •• 2' O' I # 2 1st POUR O.C. FAC DRILLED. U l.0 I. ~� II I I i/8 Q } \ /^ I - / L —"�-- 1 St SS STEEL z NSITION, SUPPLIED BY i 0 li OWNER, INSTALLED BY G.C. z ----- 3 5/8' 25 GA METAL STUDS (Ii' O C] • O.G. MAX.) WITH 1 z 2 WELDED // Lr:WIRE SECURED TO CJT SIDE OF �\• R STUDS �' ' c!) L1JI , ` 1 INTERIOR RECESSED MATT DETAIL , NON- SALES FLOOR EXPANSION JOINTi. 3 5/0' METAL FRAMING 'DOOP C( ..J N iC P,l c NON 'd .STOP AT NERD IS TO CONSIST .J > - I ER L( KED INTO ONE G CONDUIT (SEE LU U ANOTHER CREATING 0 TUBE '� k �54METRIC PLAN y 0 �'...‘N\,, ,,_,, ELECTRICAL DRAWINGS) Q �" w 0 cam., _ CD - 3 5/8' METAL FRA '''NG AT STOREFRONT LL Q N DOORS Is TO CONSIST OFA \ COLUMN °� Z CD '' •':" \ METAL STUD AND TRAc + ,-.__ _ INTER-LOCKED INTO ONE RECESSED (TREAD II /� _ O cn Z Q 4 f --T'� i l I t ANTHER CREATING A TUBE A w (I) 0 I I �I !,�li PROVIDED BY ER, FINISHES: / ` V 1 0 Z 'Q 0 o i ! I u froiti i ` I --- (I) SET OF HINGES PER INSTALLED BY G.C. FRAMING - STAINLESS STEEL c O 3! l }t III DOOR, TOTAL Of (2) sns p v r I tttrtt }. t HASP L ATLN I— CC C� _--- - _ ,_ C.C) -1-. GRAND ENTRANCE - (J) C) Z U) o z t - "% TN: R. J. DADD .; r__ -._--___ RECESSED FRAME •• ,`, SSF-125 1/411 PHONE: (888)424-6287 1 1/2" THICK ARDEX CONCRETE FINISHED Z c= Ln Q L,1 NOTE: ALL FRAMING FOR 'DECK FAX: (3O1)B6c1-6675 FLOOR BUILT UP AROUND ANTENNA 'AIM m Q 0 o d BIN' TO DE PAINTED P-4 J A MINIMUM 1/2"/MAXIMLIM 211 COVERAGE 0 < 3 CA 1- con Niglio OVER TOP OF ANTENNA REFER A2.1 �Q.0A R - _ - - - . 1� V' L - . dIt .11(11 III1 .11111111111L I II101111. (VERIFY HI ANTENNA INSTALLATION) e' .,. ,1 . —A- .7 - _ r [AVM. CrJ SF 6 s - ` -� tSC► bi�• "�G►ti�i�7i1� d � w ` tiM � S9.••• • iFLEVATION (SIDE) ELEVATION • •.,:... •t.•..: ..:.:.......:.. . - * `' w - /° n r �• S , .' I . .,, A A J‘. •'41 ' '. I I , PLYWOOD SUB-FLOORING. G.C. • SENSORMATIC ANTENNA 1 k TO APPLY THIN LAYER OF PAD. REFER TO 41 LIGHT WEIGHT CONCRETE ARDEX CONC. TO ACHIEVE ELECTRICAL DRAWINGS - 41 /`' BY G.C. DESIRED FINISH - ---------- I EXISTING CONCRETE 0522.7 FLOOR SLAB SHEET * • SECURE STORAGE CRIB DETAIL _-- ----_-_---_--------_. _ _ __-------------____- EXTERIOR RECESSED MATT DETAIL VESTIBULE SUB-FLOOR DETAIL • 0Al2 . 6 7' M '',rA:E NONE SCALE NONE 111 �,CAI.F NONE - - ININIIMIIIII - - . - .- _ -. - . .r.•1011n. - 11 - .. ' -__ _ —. _. - —_ - ---„>.,_...._— •---..—,—. . _ ._— ...._. _ _.__..,_.. ..._... w.•. ,,., .-.w._.. Cr. • r1I1!�; !pow. III;u': LEGIBILITY STRIP '2 om4564 e 4 10 11 12 13 14 Is le 19 20 22 24 215 26 2, 213 2' -,0` 3 . 41 ..,. . , I 1 OI • HON( R z, .': 4, . _ !1�,t�u,l��1.1J�.U,,�.0�J,�l ,I�!•�.1�1��1.1�1�1.�.�;1,�1.►�!.�J:tl.I�lataa �.> 1��,!1, 14�,1,� l�l�li�IJ•11�.1'..4441,44141,4114,141' 4.11>�,,,�a.�►l�l�,1G' f • n , mr 1 jy { 3 w V 1 s. i• ,^ + • \ . — - //\ • FRAME SIZES — — CIO I ' _ _. FRAME DIMENSION -. t7 C4t%) 0 C:: FRAME DIMENS ON -- F. Lf) EQUAL EQUAL CGI, •FRAME DX IMEN5ION • __I / • --- _ �� t A CO • 14 I/2' X 12 I/2' ---- �) �— • TR CNI Q FkAME DIMENSION _______--- __ I A 1 • EQUAL EQUAL LI —_--- i EQUA 1 • AL - - -4- I r 4~440 te) TYP I P r > NOTES: t. -- ---- FRAMES WITH IMAGES AND I �� - 0,� - - '^� - \ 11 -•----- _--HOLD TOP OF HANGERS (PRE-INSTALLED) A A j -._ 3' ►' 30 TO) 3' \ --� / FRAME LEVEL /.r.. SUPPLIED BY OWNER, INS rALLED I 3' 3' i i i ';\�/ LEANING FRAME TIGHT TO WALL • BY G.G. G.C. TO SUPPLY PAN ' ff3' 8 3' frail � HEAD SCREWS TO HANG FRAMES 1 __ _,__-- - , _ CA) GJ f NOTE. PHOTO IMAGE ARRANGEMENT in L. 3° FRAMt BRACKET I O A 1.0+---- `--. BY OWNER, INSP ALEED INFORMATION WILL BE INCLUDED _ Fn _ - / �t WITH DELIVERY OF FRAMES. O .--------- N � /� I O - --r.-4-,n - B BY G.G.; \ FRAME g O i111 ).„\pA,. DETAIL SHOWN IS \ • rrl = ` .\r I c A EO A „ _ 13. T-i"H t 7' i'W FRAME TYPICAL VESTIBULE RETAINING BRAG / 1/ \ ` . FQU L KID'5 5TORE5 INSTALLATION, REFER . m TYP { 10' 0'W x S'-0'H FRAMETO PRESENTAt10N �- O14 ! ADULT STORESPLANIELEVATIONSPQi / ,n _ FOR DISPLAY WINDOWm-__- __�— NSTALLAT ON(S) AS I aICI4? ir).Cr / CG B ( - - C. ) e► _� APPLICABLEQB / EGA/ EO / CENTEk FRAMEON �~AGK Ciall) " 3. VESTIBULE WALL 3 - HANGERro -d \ I EQ�:A \ EQUAL Ig Q- - —---- H ,4 / / / / / a1 �J Y; , t ------ -- RETAINING BRACKETI - ----• III r - CENTEREG Div BACK \--- tt5 x 1" PAN HEAD SCREW; " OF FRAME I SECURED Ir- INSTALL PLASTIC ANCHORS I I —.1 - FRONT TO BASE 'WARD SIDE ELEVATION ``'2, WHERE FRAMES ARE TO -- • BE INSTALLED ON GYP 31-bi' w�"�'•�5'-b • " 3 -b rELEVATIONBD FINISNED WALLS 3' e e . . 3' 3' , , , 3" 3 ♦ 2-II ' ? 4 3' . , 3' M4'- '(MIN ) b'-04'(MIN ) 3 -5'!r'N ` 2'-10'(MIN4 -O'O'(MIN.) tD VERIFY SCREW SPACING , FOR EACH FRAME / , • 1ik /INSTALLATION ADULT & KIDS IMAGE_WALL #1 ADULT & KIDS IMAGE WALL #2 ADULT IMAGE WALL 1 KIDS IMAGE WALL ### �'\\/ - \ ADULT IMAGE WALL #4 IMAGE WALL LAYOUTS & INSTALLATION 13 LEANING FRAME INSTALL , TION DETAIL A `+CA,.0 3/4' - „ ESF- !Ec. r-— 3/8"(� STEEL ALL THREAD ROD Lun p §w• SAFETY LINE - SECURE O Z NUT 4 FENDER WASHER - •�' T p F- ,- NUT, FENDER WASHER CARR PART �� ` BUILDING STRUCTURE 0 W n 43445764 (OR EQUAL) '� g •---•. �._,-- * WALL CONSTRUC AAS --yl - -_--. � ?I I � 1 1 1 " �Ii•� P5000 UNISTRUT BOLTED TO F.,-,_,..,-;,...- rrr-r-rTTrr>-Y - - - rrlY`trr>A, cv ----• -- _.... . . . ct G ca u ..si v - i,' f/ <: i,c�ii,r/� - rl HAN+: FRAME WITH TOP EDGE w 03 BUILDING STRUCTURE J �" - �� r '' OF FRAME 2' FROM BOTTOM �' _� �' "` EDGE OF CROWN MOLDING ENTRY VESTIBULE ------ s I ._ .; �. /i//. '' /7/, . r, \ IMAGE FRAME 8 • • /� - HATCHED AREA INDICATES • , \ ,L. CODE APPROVED IN-WALL I ' BUILDING STRUCTURE ABOVE / . BLOCKING BY G.0 //// U-BOLT CABLE CLAMP ,, �- METAL 'FRENCH CLEAT' CONCRETE SCORE LIME-- _, __-1__.__ �� j I NUT I FENDER WASHER McMASTER CARR PART • MOUNTING BRACKET FASTENED ' / tt3465Tb4 (OR EQUAL) I TO WALL WITH LAG SCREWS GT I I CA 7-i H x 7-b W FRAME THROUGH PRE-DRILLED GREETER DOT PLATE----------_-.---- ------- L®� J j CEILING CONSTRUCTION - I _ KID'S STORES _- COUNTERSUNK HOLES I • IO'-0'W x E'-0'H FRAME I rn ADULT STORES HANGING FRAME ,iNTRY�OOR SIQE Of �'�j 5 5. TRANSITION STRIP----- VESTIBULEz PI" I. NOTE: FRAME, BRACKET I LAG SCREWS o C o / \ I I SUPPLIED BY OWNER, INSTALLED EQUAL EQUAL BY G.C. DETAIL SHOWN IS TYPICAL 1!13'x105 ± i "'�'�� SALES ROOM INSTALLATION, REFER ?4 ADIA1 •' • 1..... _.,............„ .....\._.__,„,.t-_t_r / / - -�-_- - TO PRESENTATION PLAN 1 • -` - _-_- ELEVATIONS •FOR STAIRWELL I Q _ - -/ .\ _ 7-___________-____._ _ 01HER SPECIAL INSTALLATIONS) N�TF. p AS APPLICABLE I N E Q Q -.__ _ I 1, GREETER DOT PLATE PROVIDED BY OWNER, INSTALLED BY G C. G.C. TO PROVIDE ALL cc 5/8" G.W.B CEILING ---- / -- GC TO FURNISH 4 INSTALL n1NITE N.\ DuPLDc �� INSTALLA "ION MATERIALS. • J O o I NYLON GROMMET AT BOTH GABLE , 2. LOCATION OF GREETER DOTS MAY VARY (REFER TO CONSTRUCTION PLAN). ) et 2 GALV. FORGED STEEL EYEBOLT G (REFER TO ELECTRICAL PLANS) „ „ „ „ „ „ �? w Q WITH �ENpER WASHER 4 NUT FEED POINTS IN CEILING, S uGCN 3. SMALL G7 5 USED FOR KIDS STORE AND CAPITAL A 4 F USED FDR ADULT STORE. ' � a � � m WITI4 F ED CARR PART tt3016T44 ADHERE IN HOLE; EAGLE NYLON 4. INSTALL PLATE WITH LETTERS ORIENTED PARALLEL TO STOREFRONT ENTRY. INSTALL TOP OF ......co- . '� 1 / HARDWARE: SCREW INS.ILA7OR GREETER DOT FACE LEVEL WITH TOP OF S.S. TRANSITION STRIPS, USING ANON—SHRINK GROUT AS `OR EQUAL) ��_-- I/4 DIA HOLE BY 3/4 L 51aAFT REQUIRED. ATTACH PLATE TO FLOOR SLAB WITH FOUR(4) MECHANICAL FASTENERS T�;ROUGN (STOCK *56I 25075 OR EQUAL) PRE—DRILLED 1�OLE8 IN PLATE CP r U , -----V\--- - GC TO DRILL. 3/8 DIA. HOLE (n it v a I. THROUGH TOP OF CANOE 5/32" DIA. AIRCRAFT CABLE - ~ ---�- TO FEED SUPPORT CABLE HANGING FRAME INSTALLATION DETAIL GREETER DOTS INSTALLATION DETAIL LU 0a (7X19 STRAND CORE) WITH 18" .i I' SCALE 1/2' • r- 0' SCALE I/2" t. I'- 0" { EXTRA LENGTH AT CANOE JLL McMASTER-CARR PART a.a. $13450T39 (OR EQUAL.) z \_,.....--- / a 3 7 0rp HATCHED AREA INDICATES IN-WALL __.___-_--___- -__-___ FENDER WASHERV 24'x 30' CODE APPROVED BLOCKING •NOTE WHERE WOOD BLOCKING 15 NOT J Q / • 2+S REQUIRED TO MOUNT HARDWARE, ALLOWED PER CODE - G.C. TO USE CODE .� • . �� ' 2 ! 'N PROVIDED AND INSTALLED BY G.C. - - - APPROVED ALTERNATE BLOCKING MATERIAL < •� 1 — WALL :RACKET W•• L BRACKET ---- _ _ - - F- Q / ‘ \ \ - U.J ° z cn I' • r �,,' I'WIOUNTING INSTRUCTIONS --- w — McMAST ER CARR LT CABLE LAMP ta: �f�� `• '// .4/r' T %: j /' , t� 2 CII / 0 PART#34b5T64 (OR EQJAL) _ �j / Y % I , I I // I I G.0 TO INSTALL BOTTOM MOUNTING O °� �. PLATE_ AS INDICATED TO THE LEFT. a T Z 7 • 7'-6" A.F F. TO BOTTOM __/ / _ �� _ ( ) n o Q (a cn OF CANOE AT ADULT `J ,// ��• t /� �� , �. J Z PLATE TYP • i I ! '. I":_.. • � N j1 .j„ INSTALL "Z" r LATE CNJ BACK OF Q m Z Q *' STORES -WOODEN CANOE �I Qy ;', N!IRROR. ALIGN WIT-I WALL BRACKE r W 7' 0" A.F.F. TG BOTTOM FURNISHED BY AV, INSTALLED BY Iii r, i WALL BRACKET-- 1t TO ASSURE TIGHT F!T, 0 • v ;;i OF CANOE AT GC; GC TO FURNISH ALL g R z rx o § O w STORES INSTALLATION HARWARE; INSTALL �' I Q I 1 / n r3 WITH MIRROR LEANING. IN PLACE, W :Z _. - - -- ABOVE CEILING HARDWARE 4 CABLE / §I I F ✓',� '' I I - OI �' FORGTOf'NBRACK.ETLOGr MARK NEEDED _ :n U2 K r R OR TO CLOSING IN CEILING .• s • D 1 ,' p .' / j LOCATION ON MIRROR AND WALL Q Q n IA I1 CC U7 J -----. t 4 11 11 CANOE HANGING DETAIL1 I I�1 �� AND "2" BRACKET PLATE L1. Q aj f- V .. ._ /111 I ___--_ —.._—____--- --.—. .-____--._ N.T.S. I / — --' — — :::%ED AkCALL MOUNTING HARDWARE 15 PROVIDED HY l• Ea5 D AT ADULT STORES _ ' - _ ' OWNERANDISSHIPPEDWITHMIRRORS C�}-C Ir M -.. . .. NO I L: �C- 't �!e� � ' J DAI.i N e E � y'-S" AT KIDS STORE 44L8 ---- _ I AUULT CANOE WEIGHT = � �— i KIDS CANOE WEIGHT 28113 • 1'-8" 2'-b" __2'-3"_-_-_-* 1'-9" �� 2 -6" FINISHED FLOOR - • u HII < P--' a . ,= 4 `��_-"------r- /,(+r ,. 1. i��Z .C� MIRROR #1 MIRROR #2 MIRROR #3 MIRROR 44 MIRROR #5 SIDE VIEW OF ALL MIRRORS CANOE HANGING CABLE PLAN DETAIL (ADULT SALES AREA) (ADULT SALTS AREA) (KIDS SALES AREA) (KIDS SALES KIDS/ADULT FITTING ROOMS) , N.T.S. 051227 `• - SHEET • ___- - ----_.__-- - — . _C� CANOE DETAIL MIRROR MOUNTING DETAl� S A1311, N T 5. - , I _ . :;I:., ..., .... «,'o`,,,:...,. ,_-,n:.r... rt^.WtlrWt�YlAtan14':rrc' ;; ..,, i.l+.,.......e.p...t .. -a.IR1�Y+1....-.YID- ...,.1..-.,n,.....,......_. ,+yl.t ,,,,Int wgl?W.... . _,...._via.,-.»...«.«......,.x.. w,...__,..,.q..,..... -wM.. w. ..• ..._.. _.-___.. ---.-..__.... ..... .-._. ,..........,.... .T. ,;':,..;" 40- LID I $T C 4 5 6 A 9 C 2 3 4 B 8 Isla 20 22 23 24 25 26 2 2'3 29 30 • ' - f 'Nt WI • 1 , 01 q Y HIM or N ' iw will4t11 1. 11'I I I! 1, 444/4411 11.4! 1 ,tltlll.�111114�a it ..:! iA 1.1111,41441j,!11141114111�11 U1�4,41 I 114,1 41.111144 1 4 v1 1,1441111.x1414 3 eX • x • sr h'b l v N , i x ;1 Hyl I I I , r4� 5 -',b.,: „''.''„•:4 ' � . ,`µ �`r X14 .x;,., n�.e,s Y. . • '. ". -... i. -: ... '. _ .. r .. ,. '. .:':',, a .,'.. , ,. .. ... ,. 5' ,• 1, V.. .. Y . .. -. ... .. .. ,-. ', :. r. ,, i .1, . .,•,':,•,::4:-:..,..., , •,,,. - 4 • y , r cN1 r .r fit, -- - - ' .., ........ .......,_,....:,,,,,,;•',.,4*,•,-..„ • • • • • • • • • mow. 11111111111111111111•111111MMIMI JIM MP ENENEBAE,NOTES 4$PECIFLCATIM USE OF ADMIXTURES. ALL CONCRETE SHALL CONTAIN THE SPECIFIED WATER-REDUCING SEND ONE COPY OF REPORTS ON ALL REQUIRED LABORATORY TESTING DIRECTLY TO THE ALL CONNECTIONS SHALL BE SCREWED OR WELDED POWDER DRIVEN FASTENERS ARE NOTAbaRLELQN.5 ADMIXTURE. CONCRETE SLABS PLACED AT TEMPERATURES BELOW 50vF SHALL CONTAIN AN STRUCTURAL ENGINEER, TWO COPIES TO THE ARCHITECT, ONE COPY TO THE CONTRACTOR AND ACCEPTABLE FOR ANY STRUCTURAL APPLICATIONS ACCELERATOR. WHEN INCREASED WORKABILITY OR PUMPABILITY, LOWER WATER-CEMENT ONE COPY TO THE CONCRETE SUPPLIER. A COPY OF ALL TEST REPORTS SHALL BE IN THE A B ANC:IOR BOLTS RATIO AND HIGHER ULTIMATE AND/OR INITIAL STRENGTH ARE REQUIRED. SUPERPLASTICIZER ENGINEER'S OFFICE WITHIN A MINIMUM OF FIVE (5) WORKING DAYS FROM DATE OF TEST OR WELDING. USE QUALIFIED WELDERS AND COMPLY WITH AW5 D1,3 'STRUCTURAL WELDING AFF ABOVE FINISH FLOOR 12ESIGN CRITERIA MAY BE USED, AIR ENTRAINING ADMIXTURE SHALL BE USED WCH. • HERE REQUIRED TO ACHIEVE INSPECTION, CODE - SHEET STEEL' ARARCHITECTURAL �� - • SPECIFIED AIR CONTENTS. B e. -BASE PLATE `O OREGON BUILDING CODE. 2009 IBC WITH THE STATE OF AMENDMENTS ACCEPTANCE OF STRUCTURE: IF 28-DAY TEST RESULTS DO NOT MEET REQUIREMENTS, THE MEMBER WEB OPENINGS SHALL BE POSITIONED A MINIMUM OF 10' FROM CONNECTIONS BLDG. BUILDING LO CONCRETE CONTAINING SUPERPLASTICIZER SHALL NAVE A MAXIMUM SLUMP OF 8' AFTER THE ADDITION OF SUPEPPLASTICIZER AT THE TRUCK UNLESS OTHERWISE DIRECTED BY THE ENGINEER SHALL HAVE THE RIGHT' TO ORDER A CHANGE IN MIX PROPORTIONS FOR REMAINING BUJC BLOCK PORTIONS OF STRUCTURE. HE MAY REQUIRE CORE 1 E515 TO BE MADE AT CONTRACTOR'S ALL WELDS SMALL BE TOUCHED UP WITH A ZiNC-RICH PAINT BM.• BEAM I M DESIGN LIVE LOADS ENGINEER. THIS CONCRETE SHALL ARRIVE AT THE JOB SITE HAVING SLUMP BETWEEN 2 AND EXPENSE. ANY SUTESTING SMALL BE DONE BY AN INDEPENDENT TESTING AGENCY • 3', TO BE VERIFIED, AND THEN THE SUPERPLASTICIZER ADDED TO REACH APPROVED SLUMP CH ACCEPTABLE TO THE ENGINEER AT WALL LOCATIONS WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT VERTICAL WADS, A BRDG BRIDGING �� eq PLATFORM 125 PSF 50 PSF LEVEL. CONI Nl10US LOAD PATH SHALL BE PROVIDED TO SUPPORT THOSE LOADS TNRCA:aH THE BOT BRG -BEARINGLL14 i MECHANICAL PLATFORM STRUCTURAL 51111,1 AT INCLUSIVE OF THE FLOOR SYSTEM TO THE FOUNDATIONS THIS MAY BE BTJ BOTTOM BOLTED TIE J015' STAIRS i00 PSF CONCRETE PRODUCTION: GENERAL AS PER ACI 301, SECTION 4, ARTICLE 4.3, EXCEPT ACCOMPLISHED THROUG4•I THE USE Of BEAMS, HEADERS, BLACKING, STIFFENERS OR OTHER CANT'L. CANTILEVER GROUND SNOW LOAD (Pa) 20 PSF AS NOTED. DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE FOLLOWING APPROPRIATE MEANS BASED ON LOCATION AND DETAILING CONSIDERATIONS C.I P CAST-IN-PLACELO SNOW EXPOSURE FACTOR (Ce) 1.0 • C J. ---- CONTROL JOINT SNOW IMPORTANCE FACTOR (Is) 1.0 READY-MIXED CONCRETE: USE FOR ALL WORK, EXCEPT THAT WHEN SMALL QUANTITIES (NOT RISC 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'. FABRICATION TOLERANCES FABRICATE ASSEMBLIES LEVEL, PLUMB, AND TRUE TO LINE TO C CENTERLINE FLAT ROOF SNOW LOAD (Pr) 25 PSF OVER 1/2 CUBIC YARD) ARE NEEDED FOR ISOLATED OR RELATIVELY UNIMPORTANT ITEMS A MAXIMUM ALLOWABLE TOLERANCE VARIATION OF 1/8 INCH IN IG FEET (1:96)) AND AS CLR. CLEAR TOTAL DESIGN ROOF SNOW LOAD 25 PSF (t DRIFTING) AISC 'SPECIFICATIONS FOR THE STRUCTURAL STEEL FOR BUILDINGS', INCLUDING THE FOLLOWS. CMU CONCRETE MASONRY UNIT mt PROVIDE 6% ("t I%) AIR ENTRAINMENT IN ALL CONCRETE PERMANENTLY EXPOSED TO THE 'COMMENTARY' AND SUPPLEMENTS THERETO AS ISSUED. CAL. COLUMN DESIGN MIND LOADS WEATHER AND SUBJECTED TO FREEZE-THAW CYCLES OR VULNERABLE TO DEICERS I SPACING SPACE INDIVIDUAL FRAMING MEMBERS NO MORE THAN PLUS OR MINUS I/8 CONC CONCRETE o AISC 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" INCH (3 MM) FROM PLAN LOCATION. CUMULATIVE ERROR SHALL NOT EXCEED MINIMUM CONSTR CONSTRUCTION BASIC WIND SPEED-(3 SECOND GUST) 100 MPH NO TACK WELDING OF REINFORCING IN THE FIELD WILL BE PERMITTED. APPROVED BY THE RESEARCH4 COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OF THE FASTENING REQUIREMENTS OF SHEATHING OR OTHER FINISHING MATERIALS CONT G.ONTIN000S �� mt C I CUBIC YARD �` Eilh MPORTANCEXPOSURE EAF FACTOR (Is) .0 MINIMUM LAP SPLICE AND-ANCHORAGE DIMENSION TABLE ENGINEERING FOUNDATION. 2 SQUARENESS FABRICATE EACH COLD-FORMED METAL FRAMING ASSEMBLY TO A MAXIMUM DET DETAIL O AWS DI I 'STRUCTURAL WELDING CODE' OUT-OF-SQUARE TOLERANCE OF 1/8 INCH (3 MM). DiAG DIAGONAL • �� _ • or DIA DIAMETER p PRIMARY.ERNIL 3000 PSI NORMAL WEIGHT CONCRETE, Fy • GRADE 60, NON-COATED BARS DJ DOUBLE J015T LOAD-(R5F-•) ASTM A 6 'GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES, INSTALL COLD-FORMED METAL FRAMING ACCORDING TO ASTM C 1007, uNLE55MORE STRINGENT• OEGK vol:::) >: TOP BARS OTHER BARS SHEET PILING AND BARS FOR STRXTURAL USE' REQUIREMENTS ARE INDICATED D L DEAD LOAD Z tiFJ Z1 END ZONE INTERIOR ZONE Dwti ---- DRAWING Q 0-30 .5 ?3 BAR SIZE LAP ANCHORAGE BAR SIZE UP ANCHORAGE THE DESIGN AND INSTALLATION OF TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMNS, BEAMS C'R WALL ., INCLUDING MASONRY OWLS DOWELS m 1t3 28' ?2' K3 22' 17' BR,.GES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OF T;[ WALLS, ANCHOR ENDS OF STIFFENERS TO SUPPORTING STRUCTURE c ' COMPONENTS AND CLADDING USE THE MOST STRINGENT WIND WAD OBTAINED FROM CODE, $4 37' 29' as4 29' 22' STRUCTURE ARE THE RESPONSIBILITr OF THE CONTRACTOR THE DESIGN OF ALL EA EACH a UhGERWRITER CRITERIA (FACTORY MUTUAL, ETC.), AND THE PROJECT SPECIFICATIONS a5 47' 36' M5 36' ?8' CONNECTIONS FOR TEMPORARY SUPPORTS, INCLUDING CONNECTIONS TO THE STRUCTURE ARE INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM E F. EAG►+ FAGS T �� E J. EXPANSION JOIN I CLADDING MANUFACTURER SHALL CONSIDER INCREASED PRE55U<F COEFFICIENTS AT BUILDING ab 56' 43' *6 43' 33' THE RESPONSIBILITY OF THE CONTRACTOR. THE DESIGN OF Tr?1FORARY SUPPORTS AND WHEREVER WALLS, PARTITIONS, CANOPIES AND SOFFITS ARE INDICATED TO SUPPORT EL. ELEVATION laJ CORNERS, EAVES, AND RAKES. LOADS NOTED IN GENERAL NOTES ARE OBTAINED FROM GORE $7 8'' 63' *1 63' 48' THEIR CONNECTIONS ARE NOT THE RESPONSIBILITY OF THE ENGINEER FIXTURES, EQUIPMENT, SERVICES, AND SIMILAR WORK WHERE TYPE OF SUPPLEMENTARY ELA' ELEVATOR CDZ • u8 93' 72' tsl` 72' S'' SUPPORT IS NOT OTWk-RWISE INDICATED COMPLY WITH STUD MANUFACTURER'S e SEISMIC STRUCTURAL. STEEL: (W SHAPES) ASTTM A992 (FY • SOK5.) RECOMMENDATIONS AND INDUSTRY STANDARDS IN EACH CASE, CONSIDERING WEIGHT OR AL51DE � SDS • 707 4000 PSI NORMAL WEIGHT CONCRETE, Fy • GRADE 60, NON-COATED BARS (C SHAPES) ASTM A36 UNO LOADING RESULTING Fl OM ITEM SUPPORTED EQUIP EQUIPMENT (PLATE, ANGLES) ASTM A36 LINO E W EA.GH WAY �vj • TOP BAR., OTHER BARS INSTALLATION OF STUD SYSTEM. SECURE STUDS TO RUNNER TRACKS BY EITHER WELDING OR EXP EXPANSION N- 501 • ,355 HSS. (TUBULAR SHAPES) ASTM A500 GRADE B (FY.46 K51) SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES UNLESS OTHERWISE NOTED ON (E) or EXISTr DIST NG d BAR SIZE LAP ANCHORAGE BAR SIZE LAP ANCHORAGE DRAWINGS. SEAT STUDS COMPLETELY IN TRACK EXT --- pRERIOR SEISMIC IMPORTANCE FACTOR 1.0 03 24' 19' *3 19' IS' SHEAR CONNECTOR: HEADED STUD TYPE, ASTM-A 108, GRADE 1015 OR 1020, COLD FINISHED F/BL.DG FACE OF BUILDING x1 SEISMIC USE GROUP I 81-4 33' 25' 04 25' 19' CARBON STEEL; WITH DIMENSIONS COMPLYING WITH AMSC SPECIFICATIONS I FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, WITH SEPARATE STUDS, DO F/COPiC FACE OF CONCRETE U SEISMIC DESIGN CATEGORY D 05 41' 31' 05 31' 24' NOT BRIDGE THE JOINT WITH COMPONENTS OF STUD SYSTEr' F.D. FLOOR DRAIN ~ SEISMIC SITE CLASS C 06 49' 37' I6 37' EN' SURFACE PREPARATION AFTER INSPECTION AND BEFORE SHIPPING CLEAN STEELWORK TO FIN. FINISH CO BASIC SEISMIC FORCE RESISTANCE SYSTEM ORDINARY STEELNCENTRICALLY BRACED FRAMES $7 71' 54' 07 54' 42' BE PAINTED REMOVE LOOSE RUST LOOSE MILL SCALE, AND SPATTER , SLAG OR FLUX 2 INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM, SPACED AT NOT MORE THAN 4'-6' G FLOOR � L.p 81 ANALYSIS PROCEDURES EQUIVALEN1 LATERAL FORCE METHOD Sb ' 62' u8 62' 48' DEPOSITS CLEAN STEEL IN ACCORDANCE WITH STEEL. STRUCTURES PAINTING COUNCIL 0 C WELD AT EACH INTERSECTION F DESIGN BASE SHEAR (K) (STRENGTH) (55PC) AS FOLLOWS: F,5 FAR SIDE OR M WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LAP DIMENSION OF TI•IE SMALLER BAR 3 INSTALL TEMPORARY BRACING AND SUPPORTS TO SECURE FRAMING AND SUPPORT LOADS FOOTING STEP ID SAL OR THE ANCHORAGE DIMENSION OF THE LARGER BAR USE WHICHEVER DIP FNSION IS I ALL STEEL 5P3 POWER TOOL CLEANED COMPARABLE IN INTENSITY TO THOSE FOR WHICH STRUCTURE WAS DESIGNED. FT FEET 1 • LARGER MAINTAIN BRACES AND SUPPORTS IN PLACE, UNDISTURBED, UNTIL ENTIRE INTEGRATED FTG FOOTING THE STRUCTURAL MODIFICATIONS ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WHITE OR LIGHT GREY TO PROVIDE DRY SUPPORTING STRUCTURE WAS BEEN COMPLETED AND PERMANENT CONNECTIONS TO GA - GAUGE THE MODIFICATIONS ARE FULLY COMPLETED IT IS SOLELY THE CONTRACTOR'S I71NIMUM GONCRETL-;QY.ER F RC REINFOING FILM THICKNESS OF NOT LESS TW AN 1.0 MIL, ASPHALTIC PAINTS ARE NOT ACCEPTABLE FRAMING ARE SECURED. G B GRADE B:AM G.C. -- GENERAL CONTRACTOR I RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE GALV. GALVANIZED SAFETY OF THE CONSTRUCTION PERSONNEL, BUILDING, AND ITS COMPONENT PARTS DURING CONCRETE REINFORCING SHALL BE PLACED PER THE TOLERANCES OF ACI 117 AND ACI 318 ALL COLUMN BASE PLATES SHALL HAVE A MINIMUM OF FOUR EXPANSION ANCHORS 4 ALIGN STUDS VERTICALLY WHERE WALL-FRAMING CONTINUITY 15 INTERRUPTED BY NOV. HEADED ERECTION. THIS INCLUDES TINE ADDITION OF WHATEVER SNORING, TEMPORARY BRACING, REGARDING MINIMUM COVER FLOOR FRAMING WHERE STUDS CANNOT BE ALIGNED, CONTINUOUSLY REINFORCE TRACK HORIZ. HORIZONTAL • ETC TWAT MAY BE NECESSARY FALL PROTECTION SUPPORT FROM PERIMETER COLUMNS AMSC STANDARD DOUBLE ANGLE CONNECTIONS SHALL BE USED FOR ALL CONNECTIONS NOT TO TRANSFER LOADS l.F, INSIDE FACE SHALL BE PROVIDED IN ACCORDANCE WITH 0514A REQUIREMENTS AS REQUIRED. SUCH LOCATION MINIMUM COVER' OTHERWISE DETAILED. WHERE THE REACTIONS OF BEAMS AND GIRDERS ARE NOT SHOWN, �� INT. INTERIOR ppc� Iv1TERiAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE MAX" :M ALLOWABLE UNIFORM LOAD PER 5 ALIGN FLOOR AND ROOF FRAMING OVER WALL STUDS WHERE FRAMING CANNOT BE J/B BEARING W p w FOOTINGS CAST AGAINST 3' AMSC LOAD TABLE FOR THE GIVEN BEAM SIZE AND SPAN ALIGNED, CONTINUOUSLY REINFORCE TRACK TO TRANSFER LOADS ,NIT. JOIST THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION FOR THE PROJECT IN A MANNER AND 4 PERMANENTLY EXPOSED TO EARTH Y. w V SEQUENCE THAT ARE BASED ON ACCEPTED INDUSTRY STANDARDS TWAT RECOGNIZE TWE ALL NIGH STRENGTH BOLTS SHOULD BE MANUFACTURED IN THE UNITED STATES 6 INSTALL HEADERS OVER WALL OPENINGS WIDER THAN STUD SPACING LOCATE HEADERS JT. KIP H W INTERACTION Of THE COMPONENTS THAT COMPRISE THE STRUCTURE, WITHOUT CAUSING SLABS ON GRADE 1/3 SLAB THICKNESS FRCM TOP OF SLAB ABOVE OPENINGS AS INDICATED FABRICATE HEADERS OF COMPOUND SHAPES L.L. LIVE LOAD oC DISTRESS, UNANTICIPATED MOVEMENTS OR IRREGULAR LOAD PATHS AS A RESULT OF THE FIELD CONNECTIONS SHALL BE BOLTED, BEARING TYPE UNLESS NOTED OTHERWISE USING INDICATED OR REQUIRED TO TRANSFER LOAD TO SUPPORTING STUDS, COMPLETE WITH (LIN) LONG LEG HORIZONTAL rYu O CONSTRUCTION MEANS AND METHODS EMPLOYED WALLS INTERIOR FACE 3/4' 3/4' HIGH STRENGTH BOLTS GdNFORMIrdG TO ASTM A3?5 ONE SIDED CONNECTIONS ARE NOT CLIP-ANGLE CONNECTORS WEB STIFFENERS, OR GUSSET PLATES (LUV) LONG LEG VERTICAL. p w WALLS EXTERIOR FACE: �5 AND SMALLER 1-I/2' PERMITTED UNLESS DETAILED ON DRAWINGS LW ,OPG WAY -� oc DETAILS LABELED 'TYPICAL DETAILS' ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON INA AND LARGER 2' A FRAME WALL OPENINGS WITH NOT LESS THAM A DOUBLE STUD AT EACH .IAMB Of MAS MASONRY O THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH ALL CONNECTIONS TO TUBES SHALL USE THRU PLATES UNLESS NOTED OTHERWISE FRAME AS INDICATED ON SWOP DRAWINGS MC MOMENT CONNECTION Z Q 7.1 S A DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION NOTIFY WIRE BAR SUPPORTS SHALL BE FURNISHED FOR ALLREINFORCING WITHIN SLABS INCLUSIVE MECH MECHANICAL QQ b ENGINEER Of CONFLICTS REGARDING APPLICABILITY OF 'TYPICAL DETAILS'. OF WELDED WIRE FABRIC BOTTOM BARS IN SLABS ON GRADE MAY BE SUPPORTED BY OTHER ALL WELDING SHALL BE DONE USING E-?OXX ELECTRODES IN ACCORDANCE WITH THE LATEST B INSTALL RUNNER TRACKS AND JACK STUDS ABOVE AND BELOW WALL OPENINGS MFR. MANUFACTURER gH 2 6c Z ~ V Q Z SUITABLE SUPPORTS REINFORCING SHALL BE PROPERLY POSITIONED PRIOR TO CONCRETE AWS SPECIFICATIONS ANCHOR TRACKS TO JAMB STUDS WITH CLIP ANGLES OR BY WELDING, AND SPACE MTL METAL 5 ' I 1 , THE EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS WERE BASED UPON EXISTING PLACEMENT AND MAY NOT BE RE-POSITIONED ONCE CONCRETE OPERATIONS HAVE BEGUN. JACK STUDS SAME AS FULL-HEIGHT WALL STUDS (N) NEW Ley Q Q U -, DRAWINGS PREPARED BY DLR GROUP DATED 03/11/05. THE CONTRACTOR IS RESPONSIBLE WIRE BAR AND OTHER TYPES OF SUPPORTS SHALL BE IN ACCORDANCE WITH THE CONCRETE WORK THESE DRAWINGS WITH ARCHITECTURAL DRAWINGS FOR NAILER HOLES AND (NIC) NOT IN CONTRACT' m U , FOR FIELD VERIFYING ALL EXISTING CONDITIONS. ANY DISCREPANCIES ARE TO BE REINFORCING STEEL I'4STITUTE MANUAL OF STANDARD PRACTICE ARCHITECTURAL CLEARANCES FIELD PAINTING TOUCH-UP GALVANIZED SURFACES DAMAGED DURING HANDLING AND N 5 NEAR SIDE 1 • IMMEDIATELY REPORTED TO THE ENGINEER AND ARCHITECT, PRIOR TO PROCEEDING WITH ANY INSTALLATION, USING GALVANIZING REPAIR PAINT NTS NOT TO SCALE I l OF THE WORK IN QUESTION FILLING-IN FILL--IN HOLES AND OPENINGS LIFT IN CONCRETE STRUCTURES FOR PASSAGE GENERAL CONTRACTOR SHA1L VERIFY ALL MECHANICAL UNIT WEIGHTS AND LOCATIONS WIT., OC ON CENTER I OF WORK BY OTHER TRADES, UNLESS OTHERWISE SHOWN OR DIRECTED, AFTER WORK OF OTHER MECHANICAL CONTRACTOR AND VENDOR'S DRAWINGS FOR ACTUAL MECHANICAL UNIT 6. CONTRACTOR SHALL COORDINATE INSTALLATION OF EDGE ANGLES WITH STEEL ERECTION O F OUTSIDE FACE • WORK THESE DRAWINGS WITH ARGNITECTURAL, ►MECHANICAL AND ELECTRICAL DRAWINGS TRADES IS IN PLACE MIX, PLACE AND CURE CONCRETE AS HEREIN SPECIFIED, TO BLEND PURCHASED AND METAL STUD CONTRACTOR TO ENSURE PROPER ALIGNMENT OF ANGLES FOR METAL 0/0 OUT t0 OUT WITH IN-PLACE CT STRUCTION PROVIDE OTHER MISCELLANEOUS CONCRETE FILLING SHOWN STUD INSTALLATION OPP --• OPPOSITE ALL TESTING AND INSPECTION SPECIFIED IN THESE NOTES SMALL BE PAIL BY THE OWNER OR REQUIRED TO :OMPLETE WORK FIELD VERIFY ALL CONDITIONS AT THE EXISTING CONSTRUCTION BEFORE FABRICATION PRECAST CONCRETE 9 GALVANIZING REPAIRS: PREPARE AND REPAIR DAMAGED GALVANIZED COATINGS ON PUGS PLACES F GROUT BASE PLATES AND FOUNDATIONS AS INDICATED, USING SPECIFIED NON-METALLIC NON- LEVEL AND PLUMB INDIVIDUAL MEMBERS OF STRUCTURE WITHIN SPECIFIED AISC FABRICATED AND INSTALLED COLD-FORMED METAL FRAMING WITH GALVANIZED REPAIR SHRINK GROVE' TOLERANCES FOR BEAMS WHICH SUPPORT STEEL JOISTS, MAINTAIN SUCH TOLERANCES AS PAINT ACCORDING TO ASTM A 760 AND MANUFACTURER'S WRITTEN INSTRUCTIONS. R.5 F POUNDS/SQUARE FOOT Ui ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301, 'SPECIFICATIONS FOR WILL ASSURE SPECIFIED MINIMUM JOIST BEARING TOLERANCES SHALL NOT BE P.S I. POUNDS/SQUARE INCH Z i , STRUCTURAL CONCRETE' AND ACI 302, 305 AND 306 UNLESS NOTED OTHERWISE FOR THE FORMWORK FOR STRUCTURAL ELEMENTS SHALL NOT BE. REMOVED UNTIL CONCRETE HAS REACHED ACCH CUMULATIVE. TEMPERATURE CORRECTION SHALL BE APPLIED 50 TWAT THE STRUCTURE 10 TOUCH-UP PAINTING: WIRE BRUSH, CLEAN, AND PAINT SCARRED AREAS, WELDS, AND RAD RADIUS YEAR REFERENCED IN THE BUILDING CODE NOTED. 75% OF ITS DESIGN STRENGTH WILL BE PLUMB AN WI! I NAVE CLEARANCES SPECIFIED AT 70 DEGREES F RUST SPOTS ON FABRICATED AND INSTALLED PRIME-PAINTED, COLD-FORMED METAL. R.D ROOF DRAIN (77 REINF • FRAMING PAINT FRAMING SURFACES WITH SAME TYPE OF SHOPPAINT USED ON REINFORCING ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, UNLESS OTHERWISE COLD WEATHER PLACING: COMPLY WITH ACI 306 STEEL STAID ADJACENT SURFACES REQ D. REQUIRED w NOTED, SHALL CONFORM TO ACI 318, 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL RET, RETAINING cc CONCRETE' ACI 117, AND THE LATEST ACI DETAILING MANUAL HOT WEATHER PLACING: COMPLY WITH ACI 305 ALL STAIR LMIDINGS, STAIRS AND STAIR SUPPORTS TO BE DESIGNED BY STAIR 5.5URAr,rrF SIM. SECTION • QUALITY A,.-_.__.�- SIM. SIMILAR TO t, MANUFACTURER, SUPPLY DESIGN CALCULATIONS AND DRAWINGS STAMPED BY AN ENGINEER S.O.G. SLAB ON GRADE CEMENTS: ALL CEMENTS USED SHALL BE PORTLAND CEMENTS CONFORMING TO ASTM C150, gJ„QQf?F11 { REGISTERED IN THE STATE INNER: THE PROJECT IS LOCATED TO THE STRUCTURAL ENGINEER TESTING. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM SPA. SPACES ti TYPE I OR III. UNLESS OTHERWISE ACCEPTABLE TO THE ENGINEER. TYPES IA AND IP FOR REVIEW. LIVE LOAD • 100 PSF STAIR MANUFACTURER SHALL PROVIDE ALL POSTS, FIELD QUALITY-CONTROL TESTING SQ SQUARE • ARE NOT ACCEPTABLE. USE ONE BRAND OF CEMENT THROUGHOUT PROJECT. INTERIOR FLOOR SLABS' MACHINE TROWEL. UNO BRACKETS, HANGERS, ETC TO SUPPORT STAIRS, HANGERS AND POSTS SHALL BE LOCATED STIFF STIFFENER STIFFENER IN PARTITION WALLS. POSTS OR HANC,ERS SHALL LOAD THE STRUCTURE CONCENTRICALLY FIELD AND SHOP WELDS WILL. BE SUBJECT TO INSPECTION AND TESTING STL, STEEL Lei FLYASH SHALL CONFORM TO ASTM 0618 TYPE C OR F AND SHALL BE PERMITTED TO BE USED PROVIDE ACI "CLASS A' TOLERANCE I/8 INCH VARIATION IN IC FEET, MEASURED WITH A STRUCT, SIRUCTURAE ►- N•, • AS A SUBSTITUTE OF UP TO 20% OF THE PORTLAND CEME - IF USED, THE MIX DESIGN STRAIGHT EDGE LAID IN ANY DIRECTION SUBMITTALS TESTING AGENCY WILL REPORT TEST RESULTS PROMPTLY AND IN WRITING TO CONTRACTOR Sw SHORT WAY SUBMITTALS SHALL NAVE TESTS USING THE SAME AMOUNT OF FLYASWCHQ ITECT SYM SYMMETRICAL Q CH SEDULE SHALL ACCOUNT FOR THE USE OF FLYASH. CONTROL JOINTS IN SLABS ON GRADE. CONTROL JOINTS IN SLABS ON GRADE SHALL BE SUBMIT SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A REGISTERED STRUCTURAL T/ TOP OF Q 0 Q PROVIDED AT THE LOCATIONS INDICATED ON THE DRAWINGS. JOINTS SNAIL BE MADE BY ENGINEER, INCLUDING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY REMOVE AND REPLACE WORK THAT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS, TTP. TYPICAL O ELa NORM,L WEIGHT AGGREGATE: ASTM C33 FROM A S!NG•_E 5OI'icCE. 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, UNO UNLESS NOTED OTHERWISE F- C) Q AIR•ENrFtAiN!NG ADMIXTURE' ASTM r C260 EARLY-ENTRY DRY-CUT PROCESS PER ACI 302.IR, JOINT DEPTH SHALL BE PER DRAWING CONNECTIONS, CAMBER, HOLES, AND OTHER PERTINENT DATA. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO VERT, VERTICAL ►..I t7 5 t DETAIL. THE SAW SHALL USE A DIAMOND-IMPREGNATED BLADE AND EMPLOY THE USE OF A DETERMINE COMPLIANCE OF CORRECTED WORK WITH SPECIFIED REQIREMENTS, W.P. WORK POINT Z SKID PLATE TO PREVENT SPALLING AND RAVELING OF THE SLAB. APPROVED SUPPLIER INDICATE WELDS BY STANDARD AWS SYMBOLS AND SHOW SIZE, LENGTH, AND TYPE OF EACH W.W.F. WELDED WIRE FABRIC In w g ,, NATE',<-REDUCING ADMIXTURE ASTM C.494, TYPE A, CONTAINING NOT MORE THAN 0.1% 50FF-CUT INTERNATIONAL OR EQUAL WELD PROVIDE SETTING DRAWINGS, TEMPLATES AND DIRECTIONS FOR INSTALLATION OE SPECIAL ,E I C. TION W/ - WITH m ' CHLORIDE IONS ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED BY OTHERS PROVIDE NIGH-RANGE WATER itEWGNG ADMIXTURE (SUPER PUASTICIiER}• AFiT1M U94 TYPE F OR CURli'A CALCULATIONS USED FOR DESIGNING CONNECTIONS SPECIAL INSPECTION 15 TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE DEPARTMENT OF BUILDING SAFETY AND SHALE NOT BE CONSTRUED TO RELIEVE THE CV G, CONTAINING NOT MORE. THAN O.IX CHLORIDE IONS CURING COMPOUND SHALL BE PROVIDED AS PRESCRIBED ON ARCHITECTURAL DRAWINGS BASED SHOP DRAWINGS SHALL INDICATE THE DATE OF TWE STRUCTURAL DRAWINGS THAT WERE USED OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING TWE PERIODIC AND CALLED C� k ON FLOOR USE. COORDINATE FOR COMPATIBILITY OF FINISH MATERIAL. TO PREPARE THE SHOP DRAWINGS. WATER-REDUCING, NON-CHLORIDE ACCELERATING ADMIXTURE' ASTM C4 4, TYPE EINSPECTIONS REQUIRED BY TWE BUILDING CODE. SPECIAL INSPECTION SHALL BE PAID BY THE OWNER. ".t 4 CONTAINING NOT MORE THAN 0.1% ;HLORIrt IONSr1015TURE RFT:.INING SHEET MATERIAL MEETING A-STM GI71 MAY BE USED. SHOP DRAWING SUBMITTALS SHALL CONSIST OF A DIRECT READING TRANSPARENCY PLUS 2 !H, WATER-REDUCING, RETARDING ADMIXTURE ASTM CA44, TYPE 0, CONTAINING NOT MORE MAINTAIN INITIAL CURING FOR 12 HOURS AFTER FINISHING 24 HOURS FOR AIR PRINTS OF EACH DRAWING REQUIRED SPEGIA{� lN^aPECTION$ I THAN 0 I% CHLORIDE IONS ' V TEMPERATURE OF 75 DEGREES F AND ABOVE t7UAI.IT7 ASSURANCE IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE _ SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. I. 1 CERTIFICATION: UPON ENGINEER'S REGIUEST, PROVIDE ADMIXTURE MANUFACTURER'S SUBMITTALS' TEST REPORTS' SUBMIT COPIES OF REPORTS OF TESTS CONDUCTED ON SHOP AND FIELD Q WRITTEN CERTIFICATION TWAT CHLORIDE ION CONTENT COMPLIES WITH SPECIFIED BOLTED AND WELDED CONNECTIONS INCLUDE DATA ON TYPES OF TESTS CONDUCTED AND REQUIREMENTS I. STRUCTURAL OVER 2,500 PSI CI PRODUCT DATA: SUBMIT DATA FOR PROPRIETARY MATERIALS AND 11 EMS INCLUDING TEST RESULTSCONCRETE ADMIXTURES, PATCHING COMPOUNDS, WATERSTOPS, JOINT SYSTEMS, CURING COMPOUNDS, Q Z CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0 IY CHLORIDE IONS ARE NOT FINISH MATERIALS, AND OTHERS AS REQUESTED BY ARCHITECT/ENGINEER AN INDEPENDENT TESTING AND INSPECTION AGENCY SHALL BE ENGAGED TO INSPECT HIGH- 2. STRUCTURAL STEEL FABRICATION 0 3 PERMITTED STRENGTH BOLTED CONNECTIONS AND WELDED CONNECTIONS AND TO PERFORM TESTS AND SHOP DRAWINGS/REINFORCEMENT. SEE ACI 301, SECTION 3 I. DETAILING SHALL CONFORM PREPARE TEST REPORTS. TESTING AGENCY SHALL CONDUCT AND INTERPRET TESTS AND 3. FIELD WELDING OC a �. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE L0 TO ACI 315-0E1 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT' Ic STATE IN EACH REPORT WHETHER TEST SPECIMENS COMPLY WITH REQUIREMENTS, NOTING ANY DEVIATIONS THEREFROM. 4 HIGH STRENGTH BOLTS LLiI CURING COMPOUND: LIQUID MEMBRANE-FORMING TYPE (SODIUM SILICATE TYPE NOT SHOP DRAWINGS SUBMITTALS SHALL CONSIST OF A DIRECT READING TRANSF"REP:CY PLUS 2 APPROVED) MEETING ALL REQUIREMENTS OF ASTT10309 TYPE ND CLEAR OR TRANSLUCENT, PRINTS OF EACH DRAWING. CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK WHICH INSPECTION AND LABORATORY SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN TWE BUILDING CODE 'Q < HAVING A FUGITIVE DYE TO FACILITATE VISUAL CHECK OF COVERAGE USE OF TYPE 2 TEST REPORTS NAVE INDICATED TO BE NOT IN COMPLIANCE WITH REQUIREMENTS PERFORM AND SHALL PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTLINED IN THE BUILDING P WHITE PIGMENTED TYPE IS RECOMMENDED DURING NOT WEATHER. MIX DESIGN: SUBMIT MIX DESIGNS FOR EACH CONCRETE MIX FOR THE PROJECT PER ADDITIONAL TESTS, AT CONTRACTOR'S EXPENSE, AS MAY BE NECESSARY TO RECONFIR' ANY CODE. ...J / I CHAPTER 5 OF ACI 318 MIX DESIGNS SNAL' INCLUDE ALL BACK UP MATERIAL WITH NON-COMPLIANCE OF ORIGINAL WORK, AND AS MAY BE NECESSARY TO SHOW COMPLIANCE OF 'Q • • MOISTURE-RETAINING SWEET MATERIALS' ANY OF THE TYPES LISTED IN AND MEETING COMPRESSIVE STRENGTH BREAKS BASED ON FIELD EXPERIENCE OR BREAKS FROM A TRIAL MIX CORRECTED WORK. (En ^ REQUIREMENTS OF ASTM C171, WATERPROOF PAPER, 4 MIL (.004') POLYETHYLENE FILM, PER CHAPTER 5 u i Z C WHITE BURIAP/PCRYETHYLENE SHEET FIELD BOLTED CONNECTIONS: INSPECT IN ACCORDANCE WITH RISC SPECI':C4fICNS _T( AS5.RA1•It'F CHECK AT LEAST ONE BOLT ON EVERY CONNECTION. NON-SLIP CRITICA. BOLTS TIGHTENEDFEE, I W O N �' AL1 ) CC SEALING MATERIALS: FOR LAPS IN SHEET COVERINE. PROVIDE PRESSURE SENSITIVE TAPE, TO A SNUG FIT CONDITION ONLY REQUIRE A VISUAL INSPECTION. SLIP a.RITICAL BOLTS NON-STAINING MASTIC, OR OTHER EFFECTIVE ADHESIVE RECOMMENDED BY COVERING MOLD AND CURE THREE SPECIMENS (CYLINDERS) IN ACCORDANCE WITH ASTM C3I. THREE REQUIRE A TURN OF THE NUT OR CALIBRATED WRENCH METHOD INSPECTION in 0 C tak MANUFACTURER. SPECIMENS CONSTITUTE A STRENGTH TEST. TEST ONE CYLINDER AT 7 DAYS AND 2 AT 28 j D Z Z " DAYS ACCEPTANCE OF STRUCTURE WILL BE BASED ON RESULTS OF 28-DAY TESTS. SHOP AND FIELD WELDING: INSPECT AND TEST DURING FABRICATION AND/OR ERECTION OF � Z WATERSTOPS PROVIDE FLAT, pUIMB�BELL TYPE OR CENTERBUlJ3 TYPE WATERSTOf'S Al. STRUCTURAL STEEL. CERTIFY WELDERS AND CONDUCT INSPECTIONS AND TESTS AS � CONSTRUCTION JOINTS AND OTHER JOINTS AS INDICATED, SIZED TO SUIT JOINTS, EITHER OBTAIN AT LEAST ONE SET OF CYLINDERS FOR EACH 100 CUBIC YARDS OR FRACTION REQURIED RECORD TYPES AND LOCATIONS OF DEFECTS FOUND IN WORK, RECORD WORK 4.4co0 0 rr RUBBER, CORPS Of ENGINEERS (CE) CRD-C 513, OR POLYVINYL CHLORIDE (PVC), CE CRD- THEREOF, OF EACH CONCRETE MIXTURE PURGED IN ANY ONE DAY. REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES PERFORM VISUAL INSPECTION OF W C, 572 ALL WELDS, AND PERFORM ULTRASONIC TESTS OF FULL PENETRATION WELDS IN ACCORDANCE �. Z0 W (-9AIR CONTENT: WITH ASTM E 164, r_) , `.I. PREMOLDED JOINT FILLER FOR USE IN EXPANSION OR ISOLATION JOINTS, SIZE I/2" ja 0 THICK X FULL DEPTH OF SLAB; EITHER ASTM D 1751 OR D 1752, AND COMPATIBLE WITH DETERMINE AIR CONTENT OF CONCRETE FOR EACH STRENGTH TEST BY EITHER THE PRESSURE COLD t1 D METAL FPAMINQ TYPE OF JOINT SEALANT USED MET HOD (ASTM C231) OR THE VOLUMETRIC METHOD (ASTM C173). THE 'C RASE' AIR (� ! INDICATOR SHALL NOT BE USED. ALL COLD-FORMED FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND Z o n MOISTURE BARRIER POLYETHYLENE SHEET NOT LESS THAN 6 MILS THICK, WHICH GO►1PLIE.', 5TEEl. INSTITUTE (AIS!) COLD-FORMED STEEL DESIGN MANUAL, 1996. iii -- 2 WITH A5TM E1745, CLASS C. A MINIMUM OF ONE AIR CONTENT TEST SHALL BE MADE IN THE MORNING AND ONE IN TWE S < :: AFTERNOON- AIR CONTENT TESTS SHALL BE MADE ON ALL CONCRETE WHETHER THE CONCRETE SYSTEM COMPONENTS: WITH EACH TYPE OF METAL FRAMING REQUIRED, PROVIDE �.�J W < in OD I J BOND BREAKER: 15* FELT. IS DESIGNATED AS AIR-ENTRAINED OR NOT. MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BRACING, CLIANGLES, SHOES / a) Q --r REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RCOMMENDD BY MANUFACTURER FOR `.J ot . 1-- ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTI4 IN 28 DAYS AS FOLLOWS ADDITIONAL. AIR CONTENT TESTS, FOR CONCRETE SPECIFIED AS AIR-ENTRAINED, SHALL BE APPLICATIONS INDICATED, AS NEEDED, TO PROVIDE A COMPLETE METAL FRAMING SYSTEM l rn SPREAD - 3,000 P51 MADE WHEN ANY OF THE FOLLOWING CONDITIONS OCCUR: • Is ALL OTHER FOOTINGS CONCRETE 4000 P51, THE SUPPLIER SHALL PROVIDE ALL COMPONENTS AND CONNECTIONS RELATIVE TO SIZE, A CHANGE IN APPEARANCE OR CONSISTENCY OF rONCRETE SPACING, GAGE LOCATION, AND ANCHORAGE OF METAL STUDIES SHOWN ON ARCHITECTURAL ' CONCRETE SHALL CONTAIN A MINIMUM CEMENT CONTENT PER CUBIC YARD CONTENT AND STRUCTURAL DRAWINGS. ADDITIONAL COSTS ASSOCIATED WITH AN INCREASE IN THE POSSIBLE REDUCTION OF AIR DUE TO 1"IM. DELAYS OF TRUCK AND/DGR HC7T SIZE, OR GAGE OF THE STUDS FROM THAT SHOW'I ON THE DRAWINGS ARE NOT PERMITTED �` 0,PROfE1 WEATHEP. THE DESIGN INTENT SHALL BE FOLLOWED AND SUPPLIER SHALL PROVIDE DESIGN FOR ALL -'/ E 'rp • p 3,000 PSI - 470 p FRAMING COMPONENTS AND CONNECTIONS NOT SPECIFICALLY DETAILED INCLUDING HEADERS, (/:'\\414$:04-M/:!' ":. ';>f v/<,,�G��+) F�js/Sy • 4,000 PSI - 564 S WHEN AIR TEMPERATURE IS OVER BOoF, CHECK EAC TRUCK LOAD. JAMBS, SUPPLEMENTAL BRACING, ETC. ANY DEVIATION FROM THIS DESIGN SHALL BE APPROVED BY THE ARCHITECT/ENGINEER. ADDITIONAL FEES REQUIRED TO EVALUATE A ALL CONCRETE SHAH HAVE EHE FOU-1 OWING MAXIMUM WATER GEMENT RATIOS SLIM 1P TEST PERFORM SLUMP TEST CXJ EACH TRUCK 117,4D 0► CONCRETE • REVISION IN STUD SIZE, GAGE OR SPACING ARE THE RESPONSIBILITY OF THE C[)PHTRACTOR'i• CLJMPRESSIVE NON-AIR ENTRAINED AIR ENTRAINED INFORM ENGINEER IMMEDIATELY' OF ANT SLUMP AND/ R AIA. CONTENT TESTS THAT DO NOT , sQ- / pFSI,N C?F METAL STUD FRAI`11NG SHOWN 15 HESE{� ON Cil TYPE (I 5/9" FIAtMOM RT. :✓'J _-y �, I STRENGTH MEET THESE SPECIFICATIONS, IF STRENGTH, DURABII ITT OR AESTHETICS OF THE WITH DIETRICH INDUSTRIES SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT 3,000 PSI 040 STRUCTURE WOULD BE IMPAIRED, THAT CONCRETE SPALL NCO BE USED. CAPACITY. ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM SECTION • 4 000 PSI 0.55 0.45, PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY OF THE MEMBERS INDICATED ON CONCRETE TEST REPORTS SHALL CONTAIN THE FOLLOWING INFORMATION: CONCRETE THE DESIGN DRAWINGS ADDITIONAL COSTS FOR AN INCREASE IN STUD SIZE OR GAGE IS '7 ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4' UNLESS NOTED OTHERWISE SUPPLIER, QUANTITY OF CONCRETE REPRESENTED, LOCATION OF SAMPLES TAKEN, DESIGN PROHIBITED. rI r STRENGTH RFDU IREMfNT AT 28 GAYS, LIST OF ALL MATERIALS AND ADMIXTURES USED WITH ' ©��y QUANTITY ANL' BRAND OR SOURCE, ACTUAL SLUMP; ACTUAL AIR CONTENT AIR 'EMPFRATURt , FABRICATE. METAL FRAMING COMPONENTS OF STEEL SHEET ASTM A653, WITH A MINIMUM s•II / CONCRETE TEMPERATURE, WEATI PT CYLINDER HEIGFIT AS RECEIVED, DATE MOLDED NUMBER YIELD POINT OF 33,000 PSI FOR MEMBERS I8 GAGE AND LIGHTER. AND A MINIMUM YIELD SHEET OF DAYS ON .J B SITE, DATE TSS TED TEST RESULTS FOR 7 AND 28 GAYS AND APIY OTHER POINT OF 50,CXX) 951 FOR MEMBERS 16 GAGE AND HEAVIER i NORSON BAKER & Associates, Inc. 0 INFORMATION NECESSARY TO EVALUATE TEST RESULTS. ContWtIng £ng7rreMrs PROVIDE GALVANIZED FINISH ON METAL FRAMING COMPONENTS AND ACCESSORIES COMPLYING �nx' *est sr".tttn"0 Roos l.~nl ass-eves Ph. 0 • ASTM A 525 FOR MINIMUM G 60 COATING. "le, or:e 44256 (SSD) BSA-6675 fo. S 1 r • • • !L,�alp Masser C� ,I:111 I' :- 11111 Ij III:,I '''1.311"1114"11"r4" . LII ILII II II Ilil U'I 'III ILII III',. IiI.I I ,r. ILIlI ii , LEGIBILITY STRIP o 2 3 s s e 9 I Io I I a 3 II1�4 I 9II I I�7 I�e I IIs 2'0 2'I 22 �3 a.�a 2'• ze 2'- ae 29 30` • i • '''..'• e1 III O' �11 {Ltii" HONI t ~ 'fJlttatlll:Ili l LL�1,1l11JiIII�.I,L. Illal(l1�l!1i.1Itt11a�1. U11 .LaI.1l� +,1��I�u. 111+Ja11{�,Ai �llltl (� �J1l�1a1;1L1 �11�I�IJ� I��, ,.,. r, < • ,:ai *i.n fihi v; :: S • - • � hu �' Flt ....... .. ;. ...re. -,r.. -- _ -. r '` Visor r i+t tt • • �� cOGI �� 30'-07t vuolomil -\./.\---- 0 o � co -- — ---_ —._-- -- — --- -- — ——. W-.. — ----- M _ _ -- H / 4r___.____ _ 0 _LIT Lliiiiiiii �' i 1 In . 3Clill? in ly p us I — -, In.as [l • innumi _ J J O I - � (I .1::) r z • (E) GRADE SEAM Q CD . .--� • 28 .� -- - 1 - -- r Frt�t0.�- \ 4- - - �� a Iin I „, fl d 0 4- '.- .- 4. MI of,.1 \ - org - ,-: ED za • Q' I �� I 19 �� STORAGE PLATFORM LL I ' -� a. = n___ _L___J I_ (e.----)?4 LIT (i0 1..._._ . oil) ______ I- i I [ 11 _ l::) + • 1 —j__ I —. L - - I • I -' [IL=h in I11 1 —�- r ANU- u / 1 —+; — i +— ( 470* • F — _ p� `�\ I M I17 rl �oj U' \ _ O i1 1 1� u! If1 �1 l - _ ..---J • I I , I 1 r t r 5TORAGE �t __ 1 - 411j101 p� It. (..-..-) tt.. 1. (131 t {LATFORM� I ut L - - \\NJ 4� -�---- --- ANU-2 :,-) I � 470K z � -'F 1 _ ni u Joo © 1l — n b � x is 66 i \f- " --1 — 1 !� 7 rip m H V Q m h U' J I © } II__--- W J A V J 1Z17. 1 E GRADE M --I r 7. -\- - — - — ---- • 7 MB �: —1 — II� ------- -- -1 • © . 0— . Cii) • r i `�� I 1 I • I y �- n i N556xbx j V1 x8'-0" LONG, Q 0 d TYP. � I 1- Q I. 1)•,,) i, id W o M• © _J.. t.,„ Ill 44 L. i 52.27-7 EXISTING I ED ■ O — ! WJi : .J SLAB ON GRADE I L— l 1 • i. I `� 0 1 ,=,e STORAGE PLATFORM - I d� _, NABOVE. { 1 / �_ I ---21]_ © ANU-1 in —. - r -- t T 470* Qc _..1_____.. • / -4---- III-- 0 a I CIC �� - tT I 1 _ L I - G PLATFORI"1 FRAMING PLAN_-A5ovt _ 1st_ FLOOg w __ s2.o 1 :r p�r (E) GRADE BEAM 40--, ■ 1 0• - _._ 1 N €1--\ -`-- --- - -- - - - t - J -- �. "4 rol • / j � EXISTING FLOOR SLAB I. IT: - 1 0 ~ti ! 1 j TO BE REMOVED FOR I 1 [ - (� - FLOOR CONSTRUCTION: 3/4" F.R.I APA RATED SHEATHING STRUCTURAL 1 OVER 5/8" G'f'P Lim, < 0NEW ELEVATOR PIT _ - FASTENED TO ALL SUPPORTING FRAMING b" O.G WITN No. 8 FLAT HEAD SCREWS WITH 5 IQ L AND FOUNDATION. PQ A MINIMUM HEAD DIAMETER OF 0.2•12". TI-IE SCREWS 5uALL BE OF SUFFICIENT LENGTu 1 Z ('') Q- / G� r _ a �1 • �(F/ �/ � � � -i---- MECHANICAL � TO PENETRATE TNROUG�I TI-IE COLD-FORMED STEEL FRAMING MEMBER BY AT LEAST x, w � w --- THREE EXPOSED THREADS a1-9- (11 �� I COORDINATE LOCATION Q © PLATF012M 1 (, E li, �1 I i -- - OF SUMP PIT W/ARCH. l.. I - -� - SEE ARCH. FOR PLATFORM ELEVATION. Qj �_ l/ Y �` - 4 ELEV. MFR. :� L I Z • -1- • - ALIGN JOISTS WITN STUDS. 0 1 - - q (,. • 1 1 l REMOVE PORTION OF EXIST, 4 ■-_ _ I t -■ © ' - CD (4 (n O • e 1' SLAB ON GRADE TO INSTALL / - 1 1 DENOTES 6"xIBGA. F 16" O.G. METAL STUD LOAD BEARING HALL (UNO, SEE PLAN) Z 52 I ELEVATOR FOUNDATION, I / (1-7) Z 1 j,J Z Q ° N - —�-- -- /� I I - - I - -- - L. J DENOTES 3�"x18GA. f Ib" O C. METAL STUD LOAD BEARING WALL (UNO, SEE PLAN) �■ (D 0 [� t \.//\/ ` - (1) DENOTES 8"x16GA, METAL JOISTS P 16" O.G. ~ 0 2 IU -1 I I - • -- ,� - " W s © SEE TYPICAL HEADER DETAIL ON SWEET 52.0. Z (J) Q O 0 -_ _____ ■ I XB • z U z OC EO \I .— ' DENOTES X-BRACE. a V) tai • /r �?ARTIAL _FOUNUA7"iC�N PLAN3) C_1 w c J ® a - SEE ARCHITECTURAL FOR LOCATION OF ALL FULL AND PARTIAL r'ARTITION WALLS. C Q I;) U W \ AS Q a-- N \ - -L�- -- NOTES: / - ALL OTHER WALLS SHALL BE CONSTRUCTED OF 3-5/8"x2OGA. STUDS P 16" O.C. (U.N.O.) -_____-....--.4_. ...e.' Lj REQ'D, _ --�.L-` - ---- ° EXISTING FLOOR CONSTRUCTION, 5" CONCRETE SLAB ON GRADE. - -` - - ALL STUDS TO NAVE BRIDGING f! 4'-0" O.G. PER STUD MANUFACTURER REQUIREMENTS. • \� O -/ - �- 1 DENOTES CONCRETE TOPPING SLAB (2" MIN.) WITN 6x6-W1,4xW1.4 W.W.F. SEE 90.1 FOR GENERAL NOTES. ��Q PROfES _R'i I - 1 a � CLEAN TOP OF EXIST. SLAB AND APPLY BONDING AGENT. TOP OF SLAB • fit, r \-- SSC '� TO MATCH EXISTING INTERIOR SLAB. r I C - SEE S2 0 FOR TYPICAL DETAILS. SNF O { )� i .-..Y/4/?G)1!1 �'5 �r1 �, - L_ DENOTES CONCRETE SLAB INFILL WITH 6x6-1^11.4xHl 4 W.W.F. MAI CW it I > - . . DENOTES PARTITION BELOW TO UNDERSIDE OF PLATFORM (SEE ARCW.) PROVIDE 44‘ii / / Y I --I.' EXIST. SLAB THICKNESS, CONT. VERTICAL DEFLECTION TRACK CONNECTION TO PLATFORM AT TOP OF WALL. Gtet L". - (E) DENOTES EXISTING. �� \ -• SEE SHEET 30.1 FOR. GENERAL NOTES. • CD ON R��- STORAGE PLATFORM .. 41..ar L ABOVE. A I 1 , _ s __ - 1 _I yJ I I ■� 05227 • , 0 \‘ 111_______ -f-_--. • • THORSON BAKER & Associates, Inc. 5F7 • — I —_ -- —_ I Consulting Engineerx S1110 I lI3030 w.a1 oro Roan Rrchf (330) 1159-11111111 Ph etd. Ohio;o 44N:11fi13301 659 6675 ro. • 4•,yt.!yr .A„a-.. .,..,,. •,nW .. 00 LEGIBILITY STRIP CM0 3 4 5 5 7 5 b IIO III 12 13 14 113 17 13 II6 9 20 21 22 23 24 25 2 27 20 29 20 ate, _ $ HON( i $I I I Olt 1 1 1 I li I 1 '''''`,3491.94411.4.4141.41144444)1.4.1.,. ,I . a•+�,IOW,LI.I.IiJJ �,1 111.1��l ll.1r111.,lt,l.�,w.lel.l•1I 11,1 1,11.Li a.11itidatoll, 111, 1,414 14t4 1 .i,l WX . 3 04"' . . • . . ' . • . 0.P.-1:.• • •. ' z.'•`4,:••• ' • ... • • • • imaa............m..,..ww VIIIIIVIIIIIIMar ,...MMIN11011111111111111151111.211NMINNIO, • - I (Q42) 0 I1 1 '1 1 g: rilli 11 I \-- I — (.0 I-ISSidoxj ..._i_, (E) WI2 V (M) •wirsiast) I • • (T/STL .+)7'-11") _ -I • 71•1•11 I c° _ -- -- r0 11 IIIILIII -,xt ' 0 \ ------1 , 1 CIIIII t • 1 (E) H12 II ' . 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Ci2-.1. 5 11 (TYP.) • f- 1 1 - BEAMDETAIL T° (2) NEW STUDS • ______n (E) W2I (3) NEW STUDS 1E) 1.421 - • , - — • i\ \ -•- • • • • H _, ,,27.3 - '' • in • $. 1 Cri • AD , z • e• . , 1 0 • i I I Fp- -:.... ',-.'..-.,'•..'., •• ( ) tt-ori \ +HMO__ . (E) WI2 N . /- I I J1 <,.. if/ STORAGE PLATFORM l jn _ ABOVE 4, I4 I . .., . . • Lil n . , . ... . , 4 %.0 D 1946x16 1 (E) W12 - tn cr z 0 Oil— ---\' -C3 ' 0% •N i__ .-, 4 IR 1 C. s . ... , .. t i r... N 03 • CC ,.•, -<„,___, toi I ' '• --- t••• 0 • 1 ci 41 ,°41.‘) 1 Y ONO 1 jui r•-• , ifrit (E) 2 1/ Z --I ' da. __ — < ..:( • _J-_,__ co— I I i __ < z CI. 1 0 _.....,,- L.,. w ll SS6x(xx - •.,. Z CC \ -11 -We----1," 9 , . 6.j))1 1 -- Mrs - 5E x16 I iv. (E) 1421 _i ('E) N21 . . a R • • t.: CZEY _ . _ (2) NEN STUDS iII '.. (%4 I -.-1 < < U) -..,•., I 5 M z (*) af' , 6 Ke. I • cr: LT- '? ci SEE_I . / , SEE ARCW' • 4.1. . - ,C UI ARCAO (E) 1+112 (r) • N.P.PCII'. -K - OS IV In \.• F cc a. z • (N) W12x14 • ;t (N) 1N12x14 k Lu ' 0 I. Z . .•' \ ''''') .•• • I ' 0 0 (n cn 0 ci • 1 (N) 144 -,gx-iii 0 Lll z < ° o Cs) ,, •, • m // .1 Ca 0 CC .•• MF-- • t-t ‘...., c-.) en ____, _--- - (E) NI2 AND FLOOR SLAB V — 0 0 UJ g3 . . TO BE REMOVED FOR NEW Cr Z (na 0 , g , 1-1SS6xixil ELEVATOR OPENING. S.EE. z ' • . -\s. e 41)(E) 1412 ,\7...._ a .. i...4 73 (..) ±-- cc • ARCH. FOR EXTENTS. ' Ark --rj -N IX (1) LC) < z 1 I C uj i..., ) . 0 -14-1-4 < CD (5 J BELOW _-611_, 2 / C\I CQ in ‘_, / 4 rrr • / • , (N) s-iss3ix3ix, I -11 NZ" 14ssax4 FARI-IAL- 2n clLOOIR_ER A 11 I N__G_ _EI_AN T_ . , 1 (N) W12x14 L ok.Dli-C')Fr, Ns RAND 92 1 II. 52.1 ,c,A's_........----.^.....2...ki.;\ .4 > ' EXISTING FLOOR CONSTRUCTION. 3" C.C• CRETE ON 2" METAL c$7c4GINE-is\/04\ 41:?/40 ' 1 'it 1 ,-N (E) I'J12 DECK (5'' TOTAL THICKNESS) )1,117 • . - (E) DENOTES EXISTING a • 1U I•', i , - SEE SI-IEET 50.1 FOR GENERAL NOTF9 1:10Brii/1..t,',o. 0,p"---...---AN: , ATTACH t-ISS TO EXIST. BEAM - • DENOTES ADDITIONAL I-IEADED STUDS SEE SECTION 10 IN/ L3x3xj EACI-I SIDE. WELD TO ON 52.1. LCX.ATE STUDS TO CLEAR EXISTING, STUDS .f 1 14SSixtrx II BEAT-I WITH i" FILLET', TYR (T/STL.P+171-11°) / i4- PROVIDE ORIZONTAL $-ISS3 1/2x3 1/2 AT ELEV. +12 -0" AND AT 1 1 1 I1 1[ H 2nd FLOOR LEVEL. COORDINATE FINAL. LOCATION INIT1-I ELEVATOR •1 t] i___ MANUFACTURER FOR RAIL SUPPORT. 05227 II II SKEET I THORSON BtKER & Associates, Inc. . 4, \ — - i —I Consulting &lemon, ----------- W. g vi.ld slre.t.bo,o Rood HtchflelA flh..• 44,,RF glg :Z: = P ro. S 11 . . ' • ...----. - - - ---- - — I. CM "".00.11111111 Htlt!llffig 't,111:1',ITI,,i 1,1111'1 , .. !Wirt r ;1, ,i,. ,, .1 1 , !, ri ." LEGIBILITY STRIP -' -... - •-", g I' ' 1 -+ 14 16 1-7 t'e 1'.9 20 21 22 2.3 2 4 25 26 27 2e 111111111.111111111111111111111111111111111 3 0 X ' , . ' , • , , • .1.14,111 iiiiil.ilaii.W J4d. )4,11.1,4111.11.44,1441,11,1410.tiiiiit'ai tWO Lilt)J;IL Lit.tii.)11.414,11.4141,4.04414,44,14,1,4414,14,04,14,41.* L14,14111.)1.14111.1.1414.1,41L14,11,114.441.4),144144 :,elq,,,,,t,i,,...64:, . , . , • .. r.t v,,, - . . ,...... i ,..,,,;,,••, ;. ,',., . ;,•••;!.••• • -..1•'••,"'•'''' ' .- ,. '''.),"•;%;'., '' .c. • i i- • ' • . , , . , • , . , . ., . ,. • . , .' "'•'•,'.'‘1!..0''''''.•'.` ' ' ' , .,, ,,,., .: • ' . . ': . .. ' .' ''. .. ' ''' 14/04019441"M"Oft*""*"401#11"614010"0"11 'kl"Irtt*OOltfil•Nt ,, • . . . . ., , • . , , . • . , '.,•,‘•:',.'''i %,....$.44r , .:::,,i ,,,,,••.-,r .''.. . *'; '--''.:, ;,.*. '. dagianiathhigehiaataiaabitalaindadatakar c. , RRA C;;0 �' • ( .. I I o .... ,. __T[ V\ � I I N -- 1 LINNI . 0______ 1,, - C1153 _".aI I , (141) .41- I I ' .-41ST • P"* =O z Q . * rarL 411) (E) 30" JOIST GIRDER (E) 30° JOIST GIRDER �^ Q , 7= _ ., Clal u.,1 ,_ __ __ _____ _ _ _ • _ f-4- - t!,.5. 1, - - - , • soe..*----"t— -7111 T — ,. ____ 1 _____, L. f. ; 1 til = . ss 1 ; .1 Ft rl l .2 ,4._. I) U 1 °I ` +- , j 3"x16GA. X-BRACE ATTACH I ' <> post::) STORAGE I TO BUILT-UP BOX CULUMNS� } } M -� f i� PLATFORM I SEE TYPICAL X-BRACE I I T I < U:s Y�� ELEVATION AT PARTIAL i __ © ? I Oj / SHEETT 52 0 5,11 • t1i '__, i1 2_ 44 I 1? I .41.r___4____1. ri-, b IIS _ �� t I _ (E) u�tsTO v------H1 X W +� S?0 ■ I W o V -� \, J O ■ ' I y r F- F W 0 I w lCC a r -'I- I 4. W U Q W A 1.---L.----- p.„, ._ _ .. _ __ _ ' _: _ _ . , r 42 A.41,N) : 2:j 1: kiu 62 7C'; 1\;i1C-1''jil 6) ' 1I• • be.. Q•+ /. J \ 1 CI JCi + I > n O U r fv\",, a nh- V J o P _ - - -T_ ) IBT GIRDER (E) 30' JOIST GIRDER (E 30 JO 27.3 -\ -- \ I - - - - - - - -- T -�-I-t-- 11� - I L--- AO. in ID . w L_ IL I o� - W . . _ _ cc • Ca- 1- ., .. ,:-4-L.......1111111 1.-1.. _4+6_ 4............... , . 0 t 1,4 J -, 1 Io 1 470ss 3 I ! � i I. �> WI o 0 re _ r > M I t I I (E) 24" -0191.------------------ i 0 11 I 1 — 1 ` STORAGE �I I _ W o • © 1 N ;� n m �� * I I {PLATFORM c Q �' (3)`_ -I-' I - HI SV - 1_. 1 1 I Ch q ii I • I � 1 � IIit 92.0 rtl -- - - - -- - --r 11 ' _i_. lr 1 It -, - I C3 lam—. I i -- - • yam-- - -- - -. _ _ -- - -• Q 0 1 I r 0 c 1_,:„.., I - �Q I I I Z IIX rr. I I WALL BELOW, w U -----, I TYP. Cr -�--tii. _ td:.=. (EJ 3tT1 JO14T GIRDER J CO 4 et). k - \ --t- 17L,____ _ —1.- H si.-6-6* \- — ROOF FRAMING PLAN C,3 c+) _ rjI III • „� -� N i�I _ �-' a - Z w0N I III - AN A OVE 2nd FLOOR !' f I - NEW ROOF CONSTR.UCTIoN Wi FRT” PLYWOOD ATTACHED TO METAL ? Z m ��.A�"FORri FRA1"1 I NG P� 8 I r 1 JOISTS WITH WO TEK SCREWS • b O.0 < a = Z T n - • _ I ItZIE,S: - L`, (N) NS53�x3�x� �- -_ _, i JOIST / JOIST GIRDERS C ( w ( 0 O - �_-_ iq, -`- -H I - EXISTING ROOF CONSTRUCTION• 15" METAL ROOF DECK ON STEEL .1' Li. „ t O R 5!8” GYP. \ 7 �IGTING Z Q - FLOOR CONSTRUCTION: 3/4 F.R.T. APA RATED SHEATHING STRUCTURAL VE � jIt (E) DENOTES EJ. . FASTENED TO ALL SUPPORTING FRAMING • b" O.C. WITH No. 8 FLAT 1JEAD SCREWS WITH x Vv8x18 � 0 • - A MINIMUM HEAD DIAMETER OF 0CE .2c12". THE SCREWS SHALL BE OF SUFFICIENT LENGTH $ HOIST Ai ! !I ® ! I - SEE SHEET 50.1 FCR GENERAL NOTES. U. 0 0 0 q TO PENETRATE THROUGH THE COLD-FORMED STEEL FRAMING MEMBER BY AT LEAST N BEAM W H € I THREE EXPOSED THREADS �T_�-_. ! - PROVIDE HORIZON'►AL H553 I/2x3 1/2 AT ELEV. +12'-0" AND AT O (n [] z -�411) q2nd FLOOR LEVEL. COORDINATE FINAL LOCATION WITH ._EVATOR U I IX Z ! MANUFACTURER FOR RAIL SUPPORT. V ({7 Q _i cc co < in 0 �i )--- il:11 ,ci - SEE ARCH. FOR PLATFORM ELEVATION • �. < , ''• if.' ... / 0 -- ALIGN JOISTS WITH STUDS. 52 2 - ! n 4 m (.1 I. , __ " r (UNO, SEE PLAN) u ' I n ,, .. I I a I - -_] DENOTES 6 x16GA. • 16 O.0 METAL STUD LOAD BEARING WALL ., I t I ` (N) HSS3x31xa p — _._ . . --- I _ t`•' _ -� � (1) DENOTES 8"xIbGA. METAL JO15?S P 16" O.C. � ❑ ❑ I, 1 - (0 SEE TYPICAL HEADER DETAIL ON SHEET 52.0. I- I I 1 N `LR�9 PROFES 1 I q \-ELEVATOR FRAMING 41 N%GINF�, J% / c� I 1 I - v DENOTES 8"x14GA. METAL JOISTS • 12" O.C. I 1 ; _ OCCURS BELOW Q 1411 '>' r ►' I I I `tcsi ROOF FRAMING 11-- I �, (III)_-p li 7 CD - - -- DENc7rES X-BRACE. •III �"�n�j - SEE ARCHITECTURAL FOR LOCATION OF ALL FULL AND PARTIAL PARTITION WALLS. 1 L �, \" Ates Q 1 (STORAGE • LATFOR►1 © - ALL OTHER WALLS SHALL BE CONSTRUCTED OF 3-5/8"x20GA. STUDS • I6" OC. (U.N.O.) I 1 �p�R'�� I I - ALL STUDS TO HAVE BRIDGING • 41-011 O.C. PER STUD t-IANUFACTURER REQUIREMENTS. •I 1 SEE SO 1 FOR GEr !INERAL NOTES. I } -li-7:- I I -- _ - - - -- - - - 1�--I,___ 1_1_4 ■' 05227' 5EE 52.0 FOR TYPICAL DETAILS. __.—_ -1 . _ _ -__-_ __- - _ ■■ • • - 1 �- DENOTES PARTITION BELOW TO UNDERSIDE OF PLATFORM (SEE ARGN.) PROVIDE THORSON RAKER Associates, Inc. I _ _- _ CONT. VERTICAL DEFLECTION TRACK CONNECTION TO PLATFORM AT TOP OF WALL. Consulting Engine•:• A./ i030 wast Str•abbo,o Rood (S30) 659-EBNA �� SHEETS 1 2 RiohliNd. Ohio ♦�2N6 J]0 659-6675 r,.• `/ L.„„........... . . . . • ,x . . . • .• . _...._.....___.......„......„_. , , . „. ..., ., . ,. _ , , _ ____ • c , _.. f'� LEGIBILITY STRIP -- r a 9 1p 11 12 13 Inle 17 18 19 20 21 2^ 23 24 2L; 20 28 zs 30' el 1 1 OI Q NbNI a3 0 X . ' i l 144W,aJ 111 !1,411,114,11!.iJ J 11,41,1 11,1,1>,flit Ili 1t1t11,tddititti.44.res t u1414Ltl.Ail .�l�uJ i1.11t,.IJ•,�i.4.410, ;;,64.I 1 11. I1l�I�l1J41 411•Lati>.I:' a ° r . �t . . . . • . . ' , . . . . . v . . . . - ..../ . . .. ... . . . . .- - ' • • . - ..„.. ,, ,•••,• -....,, ......, , „. ' ,4•14,, ..,, . ..:7 - 's, ..'t••• ....,s4 ••••,„. 't''.••:, . .• .. • ••. -. • ., • ,.. . . . ' • ' •.; .. ., ....., ` 4. •' .' • ... .. • . ' .•..• . , ••••, rifilIMIIIIIIIIIMEMIM16. . ' . • • • • 42".1188"1111Miliallgaggialligalini t .... BLCCK:NG BETWEEN / 1 •. STUDS 0 PLATFORM ELEVATION ONLY .• ' -- iiii 1 • : ,. .• PLATFORM FLOOR - /111.1 CD TYP 573 I ' rrP (----c.- SHEATHING CONT. *GA. TRACK • .-,. 111•••••••• .!.!_g"' )1,... .......... . ... 4 % ------t- . . T/PLATFORr1 --- ----- - COI . . I \ i ...+-14,...4 ,...-, , r (SEE ARCH ) I . -• . 04• 1 1., -ft 41244A. 11.- I T\I 1.111m11 1 - - STuD BLOCKING •--- -- DOUBLE STUDS ---,,,A---- i BEEN STUDS 3kale•GA BACK ` ''' I - (9-010-16 TEK AT 31. C-STUD SIMPSON TENSION TIE. / • PLATFORM • ..•:' BACK STUDS TO BACK STU DS-\ I 'MACK -s, / EAC4-4 STUD/TRACK . AT EAC.I-4 END 4 ' TRACK --,, S/LTT20 AT XB v FLAT STRAP I ELEVATION .-'. • , 104FA/S0T)E_NsioS-TI STRAP .310 • i i___ \ 010-16 TEKS TYP ---\\\' wit 00 \ \ I . FASTEN STRAP ,'> (PROVIDE 3 \ \ 1/4 \ . • Gil (FASTEN TO DBL STUDS i I ` . ' I 7 TO EAC1-4 STUD PER MFR '5 REQUIREMENTS) • c), ....---. (4)-010-16 SCRLS •• . 4- <' T-- it CS? * 41 . , 21"40x2i" EMBED i-i:LT i • ;..,,. ., • TO EACH STUD ' SCREWS MINIMUM) . 1 I ,. ,• •. W/(1)-010-16 I- pnci -4- , ' SCREWS 4-41T HY 150 (OR EQUAL) „")(//r /1-\// ..,,,,- FLAT STRAP (4)_ulo_16 _7jC1*‘, A\t „,„. \ SCREV415, N5 4 FS ICC ES Eik-53c11 i • • .V.-- 0 ,. . • FLAT STRAP I /- TRACK , . • 130X HEADER TO--/ ISNI‘GA. STUD ----\ 1 e .00401 Ei- ' ONE SIDE OF , TYP(A--) n-• 14,11 WALL ONLY 2'xie,GA. ONE BTRAEARcKON ADD'L . ‘ • • / . % SCREWS . 0 • . r ONLY Ees • 0 >-:. I • • 1 III ADD'L 31"x1BGA -.4- , . • .. j I/ STUD TO UNDERSIDE 41 • I I I 1 \ 1 t 1 1 I a0 1 -4r OF HEADER r 77/ / , .,, I /I ri/.._."__EA__D.__ER.___ • I I 1 `liii I iii il 1 _ - _.„ ___, 1 rimmi L _____i I ,- ..., --•--‘ ilt ,' i , 1 1 - , 6"----.._ , . . , .) ---ri--) SEE ARCW. DOUBLE STL:De • DOUBLE STUDS • (4)-010-16 -±..,A..J._ -.L.., -._. 0l\ ' Lo - lepGA TRACK \- CONT & A TRACK TEK5 Z .• ;11111.4 • .. TYPICAL_ ELEVATION_X-LORAc_f_ TrfDICAL X-f3RAGE ELEVATICN TYPICAL 1-1EAPER TO JAM 13 TYPICAL. 1-1EADER DETAIL DETAIL Ailh DETAIL 5 DETAIL C....) .. O 0 ;-- x . . 1-- . . , I 0 , I VI. " InIF 2' . " 12 Gol.- . < . . CL . . . AT FULL_ 1-1EIG-IT STUDS AT PARTIAL 1-4g IGI-IT .5TUDS CONNECTION . -0 1 .1 -0 0 . • x.. (1) . •• c_) 1,- -- - , GUARDRAIL POST --\ c..,-- BEYOND (SEE ARCH ,• rol::) EA: r• •' • . 0 • t ' . ........ METAL STUD no ! PARTITION --.0-,- GuARDRAIL POST \ GUARDRAIL POST tO 1 I/2' GAP (SEE ARCI-1 _ • • ' 01/AiltC44. I I , ---V%--- 11 l 3-12 VERIFY 6 v . '':'.-1 • , WEB 5T iFFENER 1,-4E5 STIFFENER --- TOE le. ,VEES ST,FFENER TOE SEE PLAN NOTES - \ SEE PLAN NOTES FOR FLOOR I NG SEE PLAN NOTES-- SEE PLAN NOTES -\\ St.E. PLAN NOTES -- FOR FLOORING FUR F.1 r.:,'„IRING 1 .".• 't .... FOR FLOORING •(2)-010 TEK CONSTRUCTION FOR FLOORING C.ONSTRUL:TiON L.4%4x )(Co'-7" LG CONSTRuCT ION :AL:RE:0 UL4E vptIT-A570Ly' C.ONSTRUCTION SEE PLAN NOTES -\ SCREWS t'., EA coNsTRucT ION /-- INIELDED ALL ' FOR FLOORING \ STUD I FLOOR JOIST--\ AROUND TO PIPE r LOOR JOIST FLOOR j0(sciSeT)R_Eui .', s. FLOOR JOIST CONSTRUCTION FLOOR JOIST--\ , I N1022T\EK _i SLEEVE (BY r-IFR ) '•'....- , (I- . 7- LADDER, IIIIIIMIN11011 1 g 41 --- ',..', ' 4 • Ill / l'k SEE ARCA. - 1 tLi + - --- ------ + +II • • .. ,,. . ••"' > ti -.' . . Igii + 111 I 4 .. +1.. _14 j• ACCEPT GUARD RAIL POST • v.: I 1 i--- ,':,•• , , (6)-010 TEK 0 + 4 00 4- BE: + \ (8)4110 TEK .., Sri. 701 , u.i ciki : + 4- 7f1- :---ROUND PIPE SLEEVE TO Adill0111' _74 RAccOUENFDTPGIPL JEARSDLE :.•'• :t . , SCREWS I.- 0 + SCREWS \-- METAL STUD HALL, r + +, / - MI ;• .• \ 111 . RAEVEIL TPOOST . I SEEARC . 1 _ , •, 14 , no • [---- N Cil (BY GUARD RAIL MFR.) 0 (BY GUARD RAIL MFR.) / CONT ILGA TRACK IN/ --/ • . g CONT. 14,GA TRACK v•,4/ CLIP L3x3x14GA. '; ' C.ONT. IGGA. TRACK IN/ (SEE PLAN) g di t- k,CI j (2)-010-16 SCREWS, i'114 BOLT (2)-st0-16 SCREWS, le. BOLT x()'-7" LONG IN/ (2)-010-16 SCREWS, I 1/4' BENT le EACI-4 STUD/JOIST EACi-i STUD/JOIST 1 1 i .. (6)-010 TEKS IN ''.0 i EACI-4 STUD/JOIST Irex4Px0'-71 44 a Ci EACN LEG IP EACH BOX BEAM CONT, 1EiGA TRACK, IN/ m tri F-- 1,Ii I . • xli4A. METAL STUD CONT 18GA TRACK, W/ - JOIST (2)-010-16 SCREWS, ; CONT IAGA TRACK, 1.44/ --/ BLOCKING • b" 0.0 iir 3--1-2-. - (2)-0IC-16 SCREWS, EA0-I STUD (*WO-4. EACH STUD (1)-010-16 / , ' (2)-010-16 SCREWS, METAL STUD WALLY CLIP L3x3x164A. x0'-‘1" LG. R.'4"x4"x0I-7" AT EACN JOIST A EACI-I STUD (2)-010-16 ,11 ...4._ AT EACH JOIST ' SEE ARC44. W43)-412-24 TEKS, TYP -8"x 16GA BOX ///' 4" LOAD BEARING -/ ---V\--- AT EACH JOIST 7 , I-1EADER LOAD BEARING - . -. /' ! METAL STUDS fp' 4" METAL STUDS 6 . .. * LOAD BEARING --/ - \A - STUDS MAY OCCUR" METAL STUDS .„.7: .. 6ECT ION gh SECTION Aggh SECTION Ank SECTION (D SECTION 0 SECTION • _ .... r,. , 1;".!'-0" 177 0 1211.1.1' 10 12 .1 '0 17".' -0' 12 .' . C.,'. Z Mr I 2 . -0 MI \.....1 - _ ., . 0 ._ ...,_ . L...i ce ' --N./\--•-- GUARDRAIL POST GUARDR NIL Pe7thT •••••• (SEE ARCI-4 ) (SEE ARCH.) - .i..., zSE -- METAL RcTAALSwTUD WALL, TOE le --:\\rl 4 TOE le.-\ 4 4 ,,.. ;.. SEE F-'._AN NOTES /- (E) rie-TAL STUD 1/2" GAP SEE PLAN NOTES SEE PLAN NOTES - 4. FOR FLOORING (BEYOND). FOR FLOORING FOR FLOORING I VERIFY 1AL'ARCH.1 L.,..i . CONSTRUCTION CONSTRUCTION L.4x4x100'-7" LC. CONSTRUCT ION - L4x4xx0'-7" LG I-- •• < FLOOR SNEATNINGSEE PLAN NOTES -\ ' FLOOR JOIST 7 DCTEND FLOOR WELDED ALL WELDED ALL FOR FLOORING FLOOR JOIST --\ -\ SHEATHING AT AROUND TO PIPE AROUND TO PIPE 0- C..ONSTRUCTION FLOOR JOIST SLEEVE (BY MFR ) imairamawass .. _w 1 PARTIAL HEIGHT SLEEVE (BY MFR.) I o 1- _ _ k WALL c--- FLOOR JOIST -.\ I / ku _.. o w 0 " -,1 I unlit s , 1 m . •-...,;.• -------- ••• 4 Z 0 . - -.....-. "---. I/1 4.Grl ill f" ii + 1 + + i i + 11: 1...., L.A.1 .0( (1-/- . . ..4.• S . 4- + 4++ Ili. a + + Lir H + . , I _ + If 4- --- SCREWS 111 4,---•ROUND PIPE SLEEVE TO - --- - --------- ------- ------------ -- -------. ,, . :--ROUN'.) PIPE SLEEVE TO . , 4. 4- -- - --- 4 1 4111 4 ACCEPT GUARD RAIL POST L._. ii • ACCEPT GUARD RAIL POST CM al ,.. .. ei (BY GUARD RAIL MEW ) IN 2 (BY GUARD RAIL MFR.) / x , . , BOX BEAr- (N) 31" METAL STUD I .1q .. , (SEE PLAN) BETINEEN EXIST METAL _.:/o x i At STUD 1' I -,'• BOLT N,C ' METAL , , • STUDS (E) PARTIAL < a. , . , WEIG4-IT HALL MAY --BOX BEAM - BOX BEIM . 4'xlisGA METAL STUD . • OCCUR (BEYOND) / ' BLOCKING V ES" 0.0 BLOCKING • 13" 0.0 (..-) -',..:, • N METAL STUDS, \--CLIP /..1x3/16GA. x0'-.4" LG. SEE ARCN. \-- CLIP /.1x3xl‘GA. xV-4" LG EXIST. METAL STUD --// •,... • HALL, SEE ARCN • \ 144/(3)-012-24 TEKS, 1-TP. • W(3)-012-24 TEKS, TYP •'' , 0 pgri-- i ; < •• z CAOCLISIF"." 0 144,2 SECTION Amk, SECTION du cr rr-d I• si ''''"'"'-- ,77"----r.- SECTION 0 SECTION c) SECT i ON _e " 12 ..1 'Li Mr GO W , 17 01'.-0 CC .'*..''. .7;77•Pl'.-0" . .' Z < 41( . I ‘ .4L 0 $.- _I 0 ••• . . .. , I-- < U) -• 51 ,z.t.. 0 z (I) cc w muJoNIL- i....,. ....4 -. 01 a) m : ,-- II 0 I Z , 2 c45 v) v) 0 ci . . • ,. , .e. 0 .CD 0 "CU LI- 1 . , Um at° /- • 0 _.... 0 ' . ' 3 5/8" METAL STUD I + + -3 6/8"x14GA. STUDS BOX BEAM --\ 0 0 u.i •4'..,• . r , e OR 6" METAL STUD 1 ---BUILT-UF' Cr Z . - I- SEE ARO-4. I .--$-IORIZONTAL SRIDGING BOX COLUMN MEC-1 (/) a 0 .. 411P 4'-0" 0.C. VERT ....• 3/wit :no- EA. --\ UNIT ‹C 1 F 1 1---- • ,....----012-24 TEK TYP. • 12" O.C. + +,i- + CORNER OF UNIT \ 2'. QC (f) in 1 - • • Ie. GA TRACK W/3/0'. (ATTACNMENT PER -------_- 1 LA..1• ,•• 1 I-IILTI KWIK BOLT II MFR REQUIREMENTS) ......1 Lu .... op 4‘,,. ...t. i I 2 1/2" 2 1/2" --.I EXPANSION BOLTS I++ \--- a. , MAX. I --1174.,T. air -I6GA PLATE 7:-. •• .. I V-0" EXIST. SLAB . I4GA. TRACK, EA. SIDE IN/ ••, , ..• (2 1/2" EMBED.) / ON GRADE 41011111111M1116, - + + SLAB EAC1-I SIDE (8)-012 24 . 1030-ER 44,27 I. 1 :.,•,.. L4x4x14,GA. IN/--/ TEKS SCREWS -- . . .„ __ /_,., .• . . -. ..• • • -,.1II li , ii , .• , (4)-0I2-24 TEKS , 14GA. TRACK SCREWS, EA. LEG TYP. ----BUILT-UP BOX \ i---31-P:ark-N 1:, COLUMN --- LT GA JOIST /V' 114-'4PIN\ I-IILTI KIK BOLT II •._ .... . , . ..• 'H ...„,, 11411 et- EXPANSION BOLTS 41 21-0" 0.C. 14, 4' - (2 1/2" EMBED., 1C.80-ER 4627) 74/14- uc • I :'• • =CAI.- PARTITION lAIATY LL TYPICAL QUILT-UP E3OX PICAL. E3QX SEAM TO TYP,ICAL MECI-IANICAL , \ 42tolot,,j4. .i.s., 1 DASE CONNECTION COLUMN DETAIL COLUMN CONNECTION UNIT TJ] DOWN ..y.- _ , I. .• . • ' •i 05227 . . , Ise SHEET ,.. . r THORSCN BAKER & Associates, Inc. • . 40. Convutting Enginews i ,. ::' .•., (33/33,0 PISMO:LW/5 'PO. , . LIIIIMINIIIIIIIIMMIIIIIIII , ' . . 4.........p10,........w710,S!root414c7 Pond .. .... _ . ., .• . ,,....: ... . . . . . . . . . . . .. . . _. . .._ ,. •.: , ,..,.....• , • cm, •1 ,,, ••••• , ••, •••,,,:,:•,, , ,„, ,.„,li,, , „•„,,,,•:: ' H i I'' 1, '1 '' , ' ' 1, ,' . ,,','' ' , ' ,, ....,1 ,, ,, , , . : n.,9, I 2 .1 4 .4, -4 6. to I , :2 ,tt3 i 4 16 17 !Ei ,9 20 2! 22 23 24 25 25 2 7 2E1 29 -LEGIBILITY STRIP ; I ., .. 0,- ... ...-. 1 3 II. X ' . , . :-•; ;.,r;i S ,. , , 2 ..,.. ,.. , , ,,.,*,‘. 4,J,1,4.4,1 , Iii,kuli,t,64 wki, lulu, .iitudiii.uLd.iiiiiiii 4441 44414111,41411.4.411,4411thlatithill.aili.L.L144.1.411,111.W LILI I alb.'',Lilt!ddli ilial i' ' , • , .:1;.1•Ift,,4,"-•,IC • :: ' .. •',.., ir;'••••1'.r!,•"I! '- ' ',,I1r:..V.- ..,:',.,,• ;1. . ' .A... ?!'',4.4 .'ltir;• ,- •, 0,I''.1: .:'.• - • .;L.• S'rd.,. ,,,. ,,%"Y[.' . • : • %,1:'''.;'1'''.'''''''4'. , . . . : . . , . , ,, 01 1 ,, , K ... .„,.• . • •, . ••-, ... . . .•. .., •. . . • • •••••=mormer • • • . • • • • - . . . . . .., METAL STUD HALL, --\..„... ? SEE ARCH 114 C) Lf)C).• -4- r-*4 IP 12' Co) (..0 4 ' —0.--, DRILL I EPOCY BAR - -84••••1) 6" INTO (E) SLAB 11? pc) METAL STUD 1•s/ALL,-• BOND BREAKER BOND BREAKER • rom4 I *4 f 12" W1410'1 HY 150 -1"/4- c••4 (N) TOPPING SLAB. 21-0' SEE ARCH. \ ___/-APR5OVF,EIDREFILTAIL ADHESICVE 1 gi IIIIITMI -.4• SEE PLAN -14 -PC-72-11 . (.0 Ea i (E) SLAB --S SHOP DRAWINGS ,...— \ ---, i-r ---- . . -1,- 4a —,- Ni 7 1 „. .. A ''. 44ILTI KAIK ----\ 1 • r- 4,i 16 15" • ---, ,.... Fr . _, BOLT h EXPASIQN i blri q >--- NOSING E 15" ANCHOR INITH 32 (E) 51-AB--/BOND BREAKER--..„.,.. 1 l' WATERPROOFING , - SUMP PIT MIN EMBED Nt 1 1 - ••#e SEE ARCH FOR 1.3, ti g 6" • WORD SIZE AND Tv ID EXTENTS ;"q '...r.."..., 16" ..... \ .1 ... u) 1046,TERSTOP (E) 2rui FLOOR --\ AiL,:krUD NALL WATERSTOP --...7.,,,.............i.. . II 4111 4 TYP SLAB Lia‘lx?'-6' i...G, / -SEE SLAB TYPICAL a. . 48.4 • 12" _ _lAfc.i:f4TI.ON :ITi-4 0.1/(2 -I ' VERT (1) cpt 0_ •. TYP 4 SIDES SLOTTEIS HOLES 1 • '- N.5, • F.5 ..,,I--- - . . . . --,---- ... . - --------- . ... ---1:1?: • r••••1 -±- . , F--- - (E) GRADE--/r/1 -.7--.•,-7-710--s •' • •• ' . , " •• •• ------4-- ...._— _____71..1, . BEAM . * mili • * (i) \ 71 4.. ..., . , 1 -(2)_?0 THRU BOLTS, il 14GA. VERT SLIDE Z • (2)-*5 TOP 0 r. • 1 NAND TIGNTEN, BuRR I CLIP • EA. STUD railli .41C 4 SIDES OF milhar OPENiNG $15 f 12' ,I.W. TOP SEE SECT. I/S2.1 •-.. --- *5 • 12" nip. THREADS ,1 ATT TO TO SLAB CO FOR ADDIL. INFO. OPENING FOR in TA SCREN5 Mow* ' HYDRAULIC SHAFT d i, 1.-0' TYP. (12" EMBED ) . # # ........ -- NOTES: 3 SIDES W CD Z VARIES 7SEE PLAN- 1-4554x4, ,•.. ft ,14 - COORDINATE ALL DIMENSIONS AND DETAILS INITI-I ELEVATOR MANUFACTURER - FOR SUMP PIT SEE DETAIL THIS Se-IF.ET SUMP PI AND ARPIT DETAIL OINEE14 . e • T rPIC.AL PIT DEPTH COORDINATE ACTUAL PIT DEPTH WITH MANUFACTURER 2 )1‘-' SECT ION . SECTION SECT'ION digh SECTION ', 4 SEC-EION i . CH. I 11.1 -0. ---177.-I'-0" T•I'"----017 1111. ' L.= iii ,IIIIC:) (0 -EsArDITRDGIIZIAL LI ')(1 •11/ /-SEE) cKROOF 411111:1:1 PoLo • . •. _ _ _ .1_ _ _..,-..a T/STL. EL. al .--:- - ......„,............ (FIELD VERIFY) Si _............ z--(E) JOIST • ----"›<- .,/ . .-- ELEVATOR RAIL STD A1SC DOUBLE ..... ------------ ---'s---....„ .• ANGLE SHEAR CONN7\ !---(E) 2r4 F LOOR -----/7.--<, TYP• SUPPC R'T COL g Liz * / SLAB i (4)- *# 141LTI KIK BOLT 3 SEE PLAN • / L------------ ---,.... .-----------------iY ANCHORS (3V EMBEDMENT) - 3"0•A'' LONG NELSON STUD t..( (ICC 15b5) CORE DR,LL EXIST SLAB /-1."Extr"Dx CLIPNG;i1-1 WELD TO BEAM / -TLNO SIDED CONN LW ---J L________ SAACUT I REMOVE EXIST. EXIST. SLAB DC NOT DAMAGE (E) BEAM # #1,--# It I • —... cil ,E• • ,-..,.,,:. 56.4B _ 1/.., o 0 _ —1?-• / IV BOND BREAKER-\ SLAB AS REQUIRED MAY OCCUR 1 g g ..., {. . -\__ „,....„. (Li., BREAKER ,.„ ,..., , SEE TYP. BASE PLATE DETAIL 2 =I 1 r----,... 4415644 (2)- "r1) T‘-4RU BOLTS IN SLAB- .-. an 1/49 11 • 2' LONG VERT SLOTS, • --- \ -.-.- SEE PL.-A\ -BONDING AGENT • .., T/STL. El.. RAND TIC#4-ITEN, BURR . I ma= 0......•1=nn.. M 111 K II . kl (N) 1.412 i i / 1 \ / 03 (--- (..1 I • - • (SEE ARCM.) \ \-- _,/ . / -- .. . - .. . . ••• - . ‘ \ z ---4 GIRT, SEE •- TYP !LAS NON-SHRINK / \--COLUMN, VAPOR BARRI GR.OuT (N) I PPIECE OF N--4-1554x 4 N 144T4xci • stAx14' • 32"o.c. LAN ‘'. SEE • TYP --7-----//s EPDXY GROUT INTO - (E l BE. ., ll - EXIST SLAB > li t LA SECTION 0 SECTION 0 SECT ION SECTION . SECTION z I.,.,._0. a ‘o TYPICAL GIRT TO COLUMN CONNECTION 0 -- \...___.1 i...., • • 1 1 1 I 4 4 4 . I 1 t-- t> ,...., ,..... \ .5- 4 1110 ‹ o c-.) a: ,...., .--- ., I SHOP INSTALLED .... ......, ...i.• , ERECTION SEAT t:' 5 a 0 .4 /f ". MAT OCCUR "3 Cr Z t.t) C:1 tn Lcii. n — co I..... • 1046 HOIST BM. CONN. fill* TO 14556•4 L•4/(2) L3x3x4 - __ __ '— _ ____ C\I I I EA. END Ns § i• ',. 1 1 U) °) j--- .....J . , 1 , III ' TES>-- 1I i \till. 11 ii I . 1 F-- ... . --<siF ls• \in......1.,_ 11.1 rl. /V 1 < 14884x4 POST 2' 0 n - ALL TUBE TO TUBE CONNECTIONS it C4 cr 2' TO BE WELDED ALL AROUND LU _ • IT- (I) OC 0 .....1 I M I , . SECTION II IYPICAL T_U_DE TO TUBE C,c1\1NECTION 1/— cli.... az ao ccm (On i in o Lis o Cc F.- t(11 < ,• ri: D Z 0 I Z ., 7 0 w z < (5 0 I-- En o 1-LI 1-L11 ....._ ' M F- • r% p•-• 07' CC Z Cji d ? • •••• • • it :- W 0 CC cf) 1.0 i., L•zi ......1 Ili de oa -% ill a) in %) ‹ 1 .. . . . • 17417• ... . , ititd•k" , L ° ' ..\11 Os- .. . , , • 05227 ma ......... THORSON BAKER & Associates, Inc. SHEET' Consulting Engineers i; Inv roost Streetibero Real 1 , .,,...i, Ohio 44286 .33330) =1:7 ,. . . . . • . • . . .... .... .,. .. . ___............... .... . .. ,..........„..... cm diA LEGIBILITY STRIP 2t 27 28 • IIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIL '. • • E t I t 0 i T 9 ? HON1 • ' '•1'. '''V'',':*. ' ....4,14 441414111.44441.14414111.1.11.44i1. .4 tiliW' 1.1141,1,11).1 1;c 1' ' . ;;' .. . ;;1 1 i;' . ;,;; ; ;' ; !,,i 441,14,14alubitilwiliii:446.41.044411144411114444414441414141 • ,,‘,:,,.''•;.;.' :`•,ii' ''. .. 5; ' . , ,, ,.,.:..„,,::'`•.'',14,'. ..• • ; .... k ,0..;:.•"., • , . • ., •, ., •., • • ,•. , ., . • . • • . • . 4 . • : .'. .. - ...;,!..... ,!*".'...:'.4'.44.••!4;;',..,.,',;%,,,..,:, • ., ,, . - .. _ • . . • • if 4111...100.10s111., I 0 00 0 oo , ? Clip, SEE PLAN — SEE PLAN f SEE PLAN SEE PLAN_ I SEE PLAN SEr. PLAN O •-- i r— ----- - —_-,0,-_.. O I ittexipicAo.TE I ! I I I I ! I tipCO I , .. ...it, 1 M c.., ,... ,,. -irtfisaqi-= i ,.. r I • --TYP -7 I._ � 1 I � � 1 I i LYPICAL EASE PLA1-E p A_� I in 0 JOIST, SEE -- ,JOIST, SEE NI O PLAN PUN P°AAN, SEE- I (4)-010 TEK "---: (4)-aIt10 TEK + (4)-010 TEK I O SCREWS, TYP O✓(E) OPENING I B/(E) OPENING , J B4E) GPENING I 'n BREWS, TMs°• SCREWS, TYP� ■ rr■I S r� 10 T/STUD ( ) T/STUD I (+30'-10 ') -' •I I T/STUD \ (+30'-10 SEE ARCH , °D; ',.' SEE ARGN. ;;f SEE ARCH �♦ l::) >' 1 1 1 i'xIJSG/►. METAL I I \-6.0114A. METAL I `b"rIGGA. METAL Q STUD CONT., STUD CONT., ' STUD co W \t'1MI `MM TYP. TYP. TYpi . CD Z 31�'xIOGA. METAL 8 'x16GA. METAL +. STUDS • li' O.G. I I S UDS • Ib' O.G. 3 'x16GA. METAL • 5 UDS • Ib' O.C. ( b'xI6GA. METAL II — - - ----- __ _____ _ E) STEEL (E) STEEL M BEAM STUDS •• ib° O C Q \ 7-(E) MALL (E) MALL CEILING, SEE CEILING SEE BULKHEAD 1 BULKHEAD 1 I ARCH U • n I . I I `h.) 1.— I4GA. CLIP ANGLE • EA STUCK # I4GA. CLIP ANGLE • EA ST' .) i xISGA. METAL i'x16GA. METAL I L. W/ 2 -0'2-24 SCREWS TO (E) STEEi I H1/(2)-012-24 SCREWS TO (E) STEEL STUDS • Ib' O.G• I STUDS • Ib" O.G. \ vort::) 1 • (4)010 TEK SCREWS TO STUD * (4)-010 TEK SCREWS TO STUD I r 4 t f' I t I I I t0 I30X BEAM SEE BOX BEAM, SEE PLAN, TYP PLAN TYP I I . . ,-.: EY _EL •• ii, ♦ - p -- — (4)-010 TEK (4)-010 TEK S� SCREwS, M. ', L3xsxii CONT,, TYP. }. �( SCREWS, TYP. I 1 F , TYP. 2-12 \ Y . tu > ' W `� '!/1i' FLOOR w > ~ 1'x24GA. METAL DECK k ; I K I I T/GTL. I II I > rj ATTACH W.'010 SCREWS 1'x24GA. METAL DECK (MI6'-4") 116. r- ur Oe a • i' O.G. ATTACH 04/010 SCREW! T/(E) 2ND FLOOR rt T/(E) 2ND FLOOR 17(E) 2ND FLOOR u oEi ; O• • . �. ♦. • i" O.G. T/STL. __ -ih-----i, —— (tis'-4') T/GTL_ ■ —-T- -- (t16'-4") T/GTL. » —— — (tlb'-4") — Q ♦ (�1T-II") q —� (t1T-11") p (+IT-II') 16 Q gu --� ! : 1 3l'xI6GA, METAL ' ❑ -' oc \NN SUDS • li" O.C., !—_ _ _ I HSS GIRT, I (3x3x A j i I b [a -7-. UDS(. (UNO) L :: •• : . :: :: SEH PIAN ! SEE PLAN • 2'-b' O.G. 1 H55 PGIRN, L3x3x� EA. SIDE W/(2) "m THRU o r , EI �- 3 x16GA. METAL CEI I SEE SEE t� BOLTS IN VERT SLOTS. ATTACH U V S UOS 1 li' O.C., L E <TYP ANGLE TO 5�A3 W/(2)-V. HILT' m H v-7 1 ( ) ARCH. V .- I KWIK BOLT 3 ANG.40R5 /// UNO L3x3x� l.A. SIDE W/(2)-}'• THRU �V i • 1 • I BOLTS IN VERT. SLOTS. ATTACH I I I SIGN, SEE •; ANGLE TO SLAB W/(2)-1�'0 HILT' CEILING, SEE , ARCH. KKK BOLT 3 ANCHORS ARCH 1' •• .. Ns .. •• -.•-�. _ T/STL. I I ♦♦~—♦♦ . - / ii ii C604IN/ NA cowOR l HSS COLUMN, SEE PLAN H99 COLUMN, SEE PLAN I I 0c INDEPENDENTLY,CONVEYOR OGEE✓ L CE LING, " INFILL W/i'i l6GA, METAL INFILL W/i'xI6GA. METAL ;� ARC-4-4 - c'' • I SEE ARCH STUDS • 12' O.G. STUDS •• 12' O.C. I METAL 9TUDB, uz J CEILING ! HSS COLUMN, ll SEE ARCH ' , SEE PLAN 1 j SEE ARCH, Ti. 1495 C7 / ! 1 SEE PLAN .1. I I 4195 COLUMN, SEE PLAN - INFILL W/b'x16GA. METAL f 1 STAIR LANDING STUDS • 12" D,C, I STOREFRONT, STOREFRONT, ' BY STAIR MFR, SEE ARCH. SEE ARCH. I 4 t T/LANDING I ' I I SEE ARCH, t i ' 4 I 4i ' w �- O T/9TL. Q G.C. TO WORD. Di o I '1 0 cr zi • I I , I 1 ISI - O p 111 I I ` � I W Z c t I —VV.- '1/1` _j - [LI 1 m (V ro SECTION ? TJPN• © SECTION 3 SECTION 4 SECTION _e. a m Q f- Q 1 0 3 CC Lis 4. fl ( \\) !V^ W/ =! Q SEE Q J O r- 1S56x6 COLUMN _ PLAN Q I SEE PLAN �. 1 N55 COLUMN, W M - `� Q' CZ V0 THREADED ROD • 2'-0" O C I SEE PLAN I W O CV MAX W/NILTI HIT NY 150 ADHESIVE I SEE TYPICAL BASE FU- CC h (4" EMBEDMENT INTO EXIST.) I (E) SLOPED CANTILEVERED PLATE DETAIL F _SLAB'! Q� cr) (4)-?1"m NILTI KWIK BOLT 3 CONCRETE SLAB OVERPOUR; ANC ORS (3z" EMBEDMENT) U. z 0 +� 1 I SEE PLAN (ICC 1385) z H9Sbxbx x6'-0" 1�.. , I CLEAN SURFACE THOUGHLY r, AND APPLY BONDING AGENT CONCRETE SLAB OVERPOUR, _(E� cSLAB -----V"--7- Z W cn SEE PLAN 7 O a► ��_ T;sum TO I — - -.4 __ O O a • s _ car= _ • MATCH EXIST uA O t� ►� 3' ? I SLOPED j--`-- d d -6 x18GA. 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' .0 Ilk -+? ii` r i 4- —, • s, ♦. 1 , r.�_l • ---- �� L_____� IIIII �� h ,, •, • I 1 I t 1 • © am • rJ 7 1 1 ALT . I I . . .„+____ 1 cri - .t--- I k I ill , 1 , 0 ,t; I , a V 777777 • •a i . • • • • . a 1 . , • • • • • • Iz III- to k2 ' ii• '4\74 SRI WM _ „,,,,„,,,..7-i . cr • �--_ ..�_�-, I r� I �. r "WA ' I .� _ (�� •-- .� I 1 -Ili-.R— . .1 1 r.4-1 _I, �)n1 I u I 11�', YJ I i i Itr --� WOMENs #3 WOMENs #1 Q (2ei.s —- - - - - - WOMENs #2 CANOE ROOM t. = �'� __ —_ -_-- -- 81q SQ.FT. 761 SQ.FT. Qq6 SQ.FT. 988 SQ.FT . Q ty a - ♦ A p CI W Q Ea il L . NSU i• i - W -- - E LONER LEVEL FSR RL�OTECTION PLAN MUSALL T VE FIED I CONDITIONS MUST HE VERIFIED IN TUE g it 3/161•1'-D' -FIELD. — - 1 T 8 S —= I: — — J :BARED EXIT CORRIDOR !Et 4 -- . , t EGRESS TO 2ND LEVEL 9 3 1STOCK ROOM • ■moi 701 SQ.FT. a < I LU o cr____. o �� J I- J CJ 0 < Cl) r i - k +C I"' � . Z (" V T W 0 N ;.T(V a) rr2 . �1_, a �ZZ • • 0 ze cn uy 0 i ' CC WZ < (5 II LLJ ZU �i uip- •-,• t Cr w m4. J V' e E lJ_ m m • p(G FFCiFf,S \�E t'�''INCFR •Sij i 4.v 19 ��L RM1� 65 Pet okt 14 01 ti C�� D ,ffl' 1d.2^J� PE1 M. i- F ■' 05227 ■.• -- THORSON BAKER & Associates, Inc. SHEET Consulting Engineers I .5030 West Str•stsboro Rnod (S.SO) 659'668Q :':• • FP1 . 1 12chne6f Oh„ 442PF (3301 654-65is _ .• . ........ . . • • ,,., ..... _..._ .. __ ___ .. .....___ .___.. .___ ......,___ r ,Illij' jiiillll'IIIIIIiII JIJi' IIII! 1U11 "II!",111111 Ipl jll,lll, III! ,I n, ,,,I ` n, , xaw-l i i el,n,•,iw +ry.°;,w•,.:fs. r 111,,,eWlawwn�a,n i,wr::t ,,,Yt .um C:n 1 I I 1 ,1 5 t; �_ III I I I II;I IIII1nIr,,�.111 IIII' 111 IlI ;'.i 1 )I'.,. LEGIBILITY STRIP SSS l 0 1 1 z '3 14 11 PT le .'s 20 21 22 23 24 zs 2P o 2 a 1I��{�I''III� 4 esialisaillia.M6+ 1 sr++kM++n�'+h+x9.`+.' I ailji LKMa;il-l.kl.if Jai.ild hb I ii 4L'J 1 I �4M1 I� ''1 I,I' I I �I',1''f''' SON i, I t . I I � �,- I ' ��tA.�4�.�1k4J,!11�.11�1�. 6�.(.�1�1t1��111.�J�1�,�1.i1�l�r�.I�,I.:II�L��I�,I�lt�1ll.4!:iil; �,. .' , 3 0A �u h♦ t,. ... :. .. 1. .. , ..♦ ,. :,.- .. 1 -.,. .. w. ,_.�. , .." �,�,y g0.' ��•,� ..'r ,.. ,., : .' . q • : ,d s r ' 4 • • N a • iiii FIIIIIMINMPINIZIIIMMIONIIIINNI Apiamommimarminwrimsmempiummor . iiiimemes . . . . . , • AMimmilimmmummimmw' . 11dill., Vi +1W14 IM CNI41110 I Mt I I 1:: 13Vt In GC _ _-_ _- __- --- ____. O r I t.-.........,—, 1111111 wmf:::) 0 4_T----r----r--r---" .....---,----.,, X * I I I I CO J _ +4 i(i 411w 11 + '7 La-131 i i N I C) =t II i 81 _ U 1 I- 4- ' vu!:::) L.•.- 1LR -) U �. I J N m aI 1 •ti I -.-� MUST BE VERIFIED 1 ALL EXISTING DINI THE 1 --`•-,t • •• '`. r I. 1 I� mmi FIELD j , ,1 I I — - - -- - tRw \I I¢ 1111 I yi, 1 „,:, 1 , , .. , . simorri• , us 1 1,_*., y ._ 1Fri K Pm 71- W ' .-1.--,......../1I —• 'y WM ■ EMS _1" SIRE PROTECTION NOTES u o �u I P---, 1) r , -�-i I A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR SHALL BE E1PL DYED Be THE MECAIANICAL l' i 11[ I I I CONTRACTOR TO PERFORM ALL SPRINKLER SYSTEM MODIFICATIOAES a ~ 2 FIRE SPRINKLER SYSTEM TO PROVIDE COVERAGE BELOW CEILINGS IN ALL AREAS PER THE STATE ( Z a Z L z • ! 7, . 193.' -it ' 1 AND LO.ICAL FIRE MARSIIAI Lp 3 CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CALCULATION5 FOR BUILDING DEPARTMENTl i• IAPPROVAL PRIOR TO INSTALLATION OF S''PRINKLER. SYSTB1 FIRE SPRINKLER SY5TE11 TO PIE'ET tj :-L �� AMI AMI i ( REQUIREMENTS OF LANDLORD, NFPA 13 ,THE STATE AND LOCAL_ FIRE MARSHALL OR WHICHEVER 15 I_,, i I t10RE STRINGENT REFER TO SPECIFICATION SECTKJN 15110 Ori SHEET M15!' FOR FURTHER • :t• ;. II ; • • H I NFU2MATION ti. ��I I 4 FIRE PROTELTIOW PLANS (SPRINKLER DRA.lINGS) MUST BE ENGINEERED AND WET SEA1ED BT A l-I ® P I ! rarn.7111111 1 LANDLORD APo N PLANS LICENSED REGISTERED FIRE PROTECTION CONTRACTOR IN ONE LOCAL I 111 i l XIRISDICTION' 5 PROVIDE 0.E A Y VALVE, FLOW SNITCH AND TAMPER SWITCH AT C,ONNECTLCN(5) TO LANDLORD'S I I I II I I I 0 . 11i1 LI ; SPRINKLER MAIN , I 8 G SPRINKLER PIPES FEEDING COVERAGE BELOW STORAGE DECKS ARE TO BE FEZ' BY ROUTIN; + 1- 1 s--► I LINES DOWN FULL HEIGHT WALLS AROUND PERMIETER OF DECK FULL OPEN CLEARANCE ARAAICE OF V# .. .Z44 STORAGE DECK IS TO BE MAINTAIPED Z + MIN= 1111I > • � l�iI1I1UIII r,�• N. r• i ! FIRE PROTECTI ! SPRINKLER NOTES i; I -- I THE INTENT OF THIS PLAN IS TO INDICATE THE GENERA:. LAYOUT OF TIDE SPINKLER HEAD LOCATIONS5YM80L DESCRIPTION ~ ill FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR THE EXACT LOCATION OF ALL SPRINKLER HEADS t ` AND TYPES OF uEADS USED. HEAD LOCATIONS TO ALIGN WITH LIGHT FIXTURE GRID, ADD HEADS A5 4 4 REQUIRED 70 ALIGN TO OWNER'S CONSTRUCTION MANAGER'S APPROVAL + PENDANT IG5'F St?11-RECESSED WHITE •� '' I FIRE PROTECTION ClAffR/k-TOR SHALT VERIFY' EXACT LOCATICIN OF All OBSTRUCTIONS INCLUDING PIPING, - Q i - ' ♦ U STRUCTURAL STEEL, CONDUIT, DUCTYNORK, EQUIPMENT AND t,15{EL LANEu'll5 ITEMS BEFORE +! PENDANT ILS F RECESSED BLACK W o - �=` 1101 r Q - 1 INSTALLATION OF SPRIt1KLER SYSTEM TO AVDID INTERFERENCES 4i o w ( ._..__. r�.1•-w '. I Y`( NI I 3 FABRICATION, ERECTION AND TESTING OF ALL PIPING SYSTF Fi►1ALL BE IN AGCJJRDANCE WITH OWNERS c •r ()�<I + PENDANT li5'F RECESSED WHITE w �- O o - --- I t--- � IE' II� � � GENERAL REQUIREMENTS, N F F'.A fit? :I 731 / 231C,AND LOCAL CODE 1 AUTHORITIES - -- 1 n - - -J 1 4 FIRE PROTECTION CONTRACTOR SHALL MAKE ALL DRAWINGS, SUBMITTALS, TEST CERTIFICATE SUBMITTALS n 'Y 2 !;_ PENDANT IbFF CONCEALED WHITE L o AND PAT ALL REQUIRED FEES TO THE OWNERS INSURING AG;'7NT AND LOCAL AUTHORITIES FOR REQUIRED PERMITS I ) .� ,` 1IMO ; LBELOW STt7RACiE PLATFORM J Lf1- m' .---ter . I 5. FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXAC' LCCATLON OF CONh;'TION TO FIRE LINE INSTALLED ' I .`, LOCA'ION OF ALL INTERFERENCES NOT 5H01''N OW THESE DRAWINGS, AS WELL AS LOCATION TO INSTALL - -- "'' INSPECTOR'S TEST STATION HOSE CONNECTIONS AND FIRE CEPT SIAMESE CONNECIIC!FL. (V IV • III - L + f I G SFE SPECIFICATIC!1 FOR ADD!TI'7NAL REQUIREMENTS O - ♦ I I I ' I H 7 LANDLORD APPROVED CONTRACTOR SHALL BE ErIPLCr 7 BY THE TENANT TO MODI 'r INSTALL SYSTEM _ AND PREPARE CONTRACT DOCUMENTS FOR CODE AND LANDLORD'S INSURER APPROVALS 1 M 1111Ilii B ALL WORK SHALL BE SCHEDULED WITH LAND LORD'S FIELD REPRESENTATIVE T ('___ K M.' 9. ALL SYSTEMS SHALL BE CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS NOT ON TUE PRETIESISCO I- ,z, (/' T iii 1 ' I -{ i I Z • 6I _ 0 '> + : ` I I^I � Ir 1 , oc a LU I jr_ I � CC - .— ,_' � + < vco l d 't 0 < cn ii 4 C:-.\-"--1791,__.( CU --� - (, Cr i -1 C Jain, 1+ — D Z °' 1' z I �; %s `* W - E u EVES. 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