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10065 SW CASCADE AVENUE-2 r ! SE 21PIP: y, ,1 S PROJECT TOYS •• SFJ WWCZ PROJECT TOYS R' US •r �� PRUdE:T F ' . TOYS R L;S tNATERLAL HANDILING ENGDgEE LING TOYS'R' US , � FOR ---- • FflR TOYS 'R' US " - nc 33 M INS3 roc -- .: • • aHlEr, Nd' • 2 0� 3 SHEET• Ai04_ - - OP' • St^lel.A:#L.,�` Mw GR.•1%� sQe10CANALYLS • A:/�S[A' ,�ra7:A-`i� 7WC r • _ ; '� •0•• 3 . aansr ►Azs uctiASLaaat,w: 17iurn1e�.DaL�P+ : ALcx:A „y►r.swl• �IG..f+oYA MATEFtAL�r•iANDLNODJQ�ER1NCi I .T. R iZ Zb -0 I __ MATERIAL NAi�lr1C3ENC31P11:FAitVG CALCULATE') aY •MSF OATG �17/�t Sr EE' 90 A• �aAcxs rtoswafTAras �n Arrac.Att a:aY a�:A' �actnc,A+ warn TEL (9061681?-OOBsi FAX: (�08)BB9-0681 CALCGLi1T6C BY:•• 'bl►TASA r A� +ANM3�iGNv��r !'J�3 .L: (999)Be6-0986 (609)889 0981 TEL: ^09:by3o•CD •' F (6D9ila86-C9Et CA_C.::.ATE6• BY :' - FAX: • M•' DiCTc• l-2!i'C .su",�s rovuwt OMCM erA72 AMOVA:f. "aultAM bd)` vrA rVtuYL.A.CA 181 ATLANTIC STREET• I.OMOkA•CA 9'.186 ;E1 Ar ANTIC STREET•POMONA •CA 6"6H 'i0 Ol►p • OA 6'7W corm,,as aarpotAS ee(xxicTT1s7Vau .� N �eeeru{•• �cAS � CONAG lI��z ••• ' • ' ' • CA1019C.5 sow."& u rf�D,>� ; ,, := :,orrT;��:l. ITAtl S TABL.B O CONTENi ' . . . rLTHRAM"u rLBr'eAnA wuaAL rAIRR'.►T1ON •ID.uie :' }a: I • • . . . . rA:ei :.... F a-a,,�c raTrcsav, s :nr:u "C %Asicv�.. STATIONARY UMTS (96") vvE t Ni�14dE5 , DESCRIPTION PAGE # • t,200 .a. (BASES ON CLIENT .SUPPLIED DATA) --� RIP ON �. DOVER SHEET 1 4 DEAD LOAD PER SHELF - Wdl - 70 Ib TABLE OF CONTENTS , y Ab 2 S I -0,AL LOAD PER FRAME - 4,480 Ib SCOPE t. � .a. 4 =♦ PARAMETERS 3 SEISMIC SHEAR BASED ON SECTION 11 630.2.1 OF THE 1997 LBC 00hFMRAT K)NS 4 12, C' • COMPONENTS&SPECS. 5 eaw ,b SF.Isi4i1C ANALYSIS OF 6 � � , ��0 ra I V = ((2.5 x Ca x !) / R) x Wtotal r SELECTIVE RACKANAL SHPOF LOADS AND DISTRIBLMON Wtotal . (Wil + Wdl) x n FOR LONGITUDINAL ANALYSIS 7 2 =2• n = # of shelves 123• r 9' I TOYS "R" US #8006 BEAM 9 , 10065 SW CASCADE BLVD. -- - TIGARD,OR. 97223 Q ,�--- Dg' 4L 48'-+�' _ ? i• :NIf I BEAM T C GO�UMh; 1 ! ' � r JOB a:01.2196 Seismic Zone - r BRAGNG 11 I per; I '2 Ca = C.35 Sci' Coef. = gd . APPROVED BY + BASE PLATE = -� 13 R(long) 5.0 s - :` 44 SLAB & SOIL R(trars"' 4.4 SHELViNG ANALYSIS 15 - 33 IS 0 P CE: ''`u j ✓'ono = (2.5 x 0.36 x 9 :5.5) x ►'1'> i 1 .4 Il r tS A' Ai_'YS:S OF 7HE STORAGE SYSTEM IS TO Dc ERMINE rrS COMPLIAN IE W:T-� ' _ FA•~� ' '� .. U� Cl/C:�O^ L I� 14'! wOrrCr!1� S:'255 '� TH=A?PROPRiATE BUILDING CODES WiTH RESPECT TO STATIC AND-SEISMIC FORCES. 4'* I M,- �= THE 370RAGE RACKS ARE PREFABRICATED AND ARE TO BE MELD ASSEM3L.ED ONLY, F; = ti'V�'h't / FY�'i1 WI 4011. TANY FAD WELDi I. I ' t- •-„� i • I j "� II i Vtrattrs= (2.5x0.35x1 )/14.4) xW4/ A55 ib' w/ wxidng stress rCOUC.10.1 > ' Cascade Ave 10065 Cascade Ave 10065 Cascade Ave 1 0065 BUP2002OOl?12 � BUP2002-00012 BUP2002.00C12 ' �of 3d a cit 16 Cascade Ave.1006s 161 ATLANTIC STREET POMONA CA 91766 TEL (9094694M FAX (909)169-0961 I 2 of 36 1 ' SM2002-MM2 1 1 of 36 _..p..- ,,...yn ^A...,, "9t^.`!k'C.P.'7 '"ae';r"h,. ! "R11A14"•7"•"' .,.w.-* ,;. .,. ,.: w n �%"R'wrn►.p1{T', go • Plto.iict TOYS Tr 11.5• . , ;' ; : . • , , � : . - - iDYa 1R' JS _ SERMTOYS 'R' LIS SEI2WM:1 PROJ��'-C1 �'OI�.S�:R JS' SEZNiiC FROJE:.--- • Foot TOYS R' US . - PRMECT FOR TOYS 'R' L'S FOR � OYS 'R' US - 96e t .TO1LS'R' us NC 3 3 r+c 1 3 3 SHEET SHE_ sN1tsT ++0 8 ' : . . .oR: 3 3 SEIIMIC FOR .' . '. .' - 33 N4 .'11. : :ot: KT f�a � •'p�• MAT�AL KVJM.1N0 9df»RNO • 17t-Z le c r SHEET.ND _ c -- • fAx (6o6)eeo-Deet CALCUUMr�•ar :.MTS • c•�{� INC 9� '•�• M IIEDR �L HANDLIN3�iNE�iNa TEL (909)89>:•09S>i M.T. DATE 'JI-Z10-01 CALCUI.1tTEQ:0Yir '•'DAT` �Z 2fo_�� T MATcRiA:.�6+N YJ'V3 N31'v !'d3 -Z�r-c CALCULATED BY • TEL: (909)889-0989 • FAX: (909)859-0961 CALCULATED BY � '• ' DAT= 181 Ani WM 83REET•POMONA•CA 91780 pNQ _ r 9 .. MAIERlAL F1i1PDUN(3 181 A-LANT STREET• ?C+MOi�+• CA 91'69 E L: (909)66? :929 SAX: '3�a, •� c 11►IAI eAIAI Y�IS •STATIONARY UNfTS (96") - : : Ta(Dov)ee6•o6eo • FAX:(�800-Ml ••• ••. :0. '61 A:A!�TiC RF. • POMO!:A • CA 9"09 TATI Ot+'NM16ANALYZESPHaATSI $Atf*, :-:' ••' ' : 161 A IAI'r11cAVENUE. POMONA• C�►911ee • BASE PLATE .STATIONARY UMTS (96_"1 ' . . . :•. . • •:�N'ifRL•/UCE'201!1 BEAM RIS ASSJMm THAT TriE LOWER PANEL RE ' I THE FRAME SHEAR iI4TERS1.'YS AJC 3:4�- P:.A-V.1:_9�AI�A:.YZE WT; '-E Rte, AV�JLAa S'RESS aiSUi,�PA}r'`a;Of�l VFJRTICAL tsu q[�L1LlS ` ODMPRESSION. iF HORIZON TALAND DLAGONA!_MEMMRSARE T!-IgSAME,�Q�1�:.YSiSWILL 3E DC►NE !CkD. P, ODMBINED W,Tr1 THE'R:4tiGUAa S7RESSES RESU_TNG�"�+Cil�l t1E1�lOMlEhT ML(IF ANY). F LME LOAD- 1,200 LB ON SHE DIAGGNAL MEMBER AS r1 WILL GOVERN. -- ERE Ar..3 C?:=RLN:>\r RVIN:NG M0.i H ARE 1) MCrA/EJT CAPACtT1'C=THE SASE RLATE, E��LOAt>~ AND 3) Vh2 :FJ'_L ,Xf ice, )J� :S T?-(!=SMALLEST END FaQTY- 25 9(, V.•+'�U�AIN=:.r C I� O� ��_ A!�lC='+OR BO:T�, d _ =ROM i HE 3 CR7EPLAABOV-c. i Mcwtw- 0.104**tA2 C Pmax - 1,705 Ib. Mmax - 4,856 in.lb. i - 6,240 P4-LB �- DlA-Q2A1 BRACING :COMP ?C ,I = 3724 Ib. 3 = 3.25 D = 3.25 in. t = .125 n. Kxlxirx - 1.2 * 39 / 1.1205 - 41 .8 M o.oao8*wLA2 ! -� L dia [(L-6)"2=(D-2*Bcol)"2]".5 b = 3 ir. b1 = .125 in. K t / - .8 * 52 / .6289 - 6 6.4 <-GOVERNS A - 1,249 NSA ° g• C Y Y � 62.2 Ot-�•2' i Cc - (2x'2E�'Fy)"r5 = ._._�__ �_-_ Lrt>ex- [1g5Q+1200(M1/M2)]b✓Fy I Vdiag =Wars * Ldiag. 1 D � - 102.0 B M1/MZ- 0.2 <-� StNM KcemetI> Mwxw L' S`' P.'A - Pool/(D*B) = 352.6 Fs.. = 848# I I SINCE KVr <- Cc, j Lmu- (1950+240)*2/5o a "^ ^ f Mbase wl c,'c = __1_ - 67.6 N < L kl/rmin [ 1 * 62.2 ] 404 Fa .52.'Fy - [(kl/r'Fy)/1494)"2 lws, Fb- 0,6•Fy Mbase = 2.6 in-lb. = 30,o0d 951 = 154.1" , , " - Soase 1*t"?_,'6 = C.003 ?n."3 ✓�� = 22.742 psi. -•� �•- C Fa =[12r. 2Ej'[23(kl/r) 2] fa - Pmax/Area ! I Fbase = -75Fy ' 1 .33 - 36GOC p11 MADU Maw s,. 3,859 psi. = 6261 psi. _ + fb'Fb = tJ✓3S@ (5,�.3.5e'FbaS@) fa;Fa -Vdiag:'(Area*Fa) ~a a6• I fb - MI'T1ax/SX I = B - 1s25• E, b- wSx I 0.47 ----- • r ,] ' t =rs '` , `„ • 3 - 13,645 psi. A . 8' 0.6• ( A ) }�� , ,r 1 ' ' �r�'�• � , � C • .75' Q - 0 TFfN. Fy- 6*wl. L8 /S>tSM RF-AN PROPMES r ': rh' A f311Ra = 0.17 >.15 E - D' Wt. - 1.551itN I 'THUS. A4 bl Aog 9.6ef (6'L))*a Ix- 0.389 IN , t1 .074T t2 - 0 MIUC W.q tT/L [ y'Sx/ pe - 12x"2E/23(Kxlx/rx)"2 Area = .4307•"2 - (9.6* 50 K9*0.3119 NA3)/(o.832*96 M*0.875 Sx- 0.3121NA3 i3 Ix • .5448••4 ly - .1693'"4 F3,- 50,000 PS1 SAN F e - 85,Q02 psl. •" •" � . 1.640 LIVLVL 8: . .3832 3 Sy - .1857 3 � Unptih-L= 96.0 RV HORZOtvTAL 9f�AGN3 Fb •• .6*Fy • 33,000 pst. >x . t.1205••2ry - .6289'"2 s° 2.313 Iti . . 21 MAMAM Cm*fWFb[1•fe/F'a] - 0.43 b- 2.000 IN j CCASNED STRESS•0.61 -'j F. Brow- v1 so ol.Doo n� '• w-'•a � ` Arga- .286 "% I 30' 52' - 0.533 N d- 1.000 M T r M.,: .404 AND, s• [Sw(l.)A4/(384*E'bc))'t a- 0.750 IN H t . .7 I + + t- 0.07 50 IN W ! . �. L 2' i, TTS MM WBG(T/L.VL- 2`[(3a4"Eebc*&dm)/(5*LA3*6)) Wang.- 4403 04-LB I � '- • 1,954 WLVL <---GOVE106 , I WACT COEFF.- 0.875 I ` jig VAX AUDINAlE LiVE;.OW PHL LEVELEM - 1.204 LB/LVL 6. 0.832 „. M1tio�(staticr'S*Fb MseFerio-µ Ave.!Deis caec�de Aw.tooas } 4999caumb AM 9 1101pert-motaft*1.1 ZS 1+1rola(s ie}- S*t�° 1.33 euP2oo2�eeu �� 6 of 96 7811PSwS4 912 Cascade Ave 10065 BUP 2002.0t101 2 y 30 S of 38 1 U40*LB 7,131 N•LB 9,357 N•LB Sf51 Nd.B 12,473 N-" GOOD CM'ttifitNi�lirlillil.Hiltlllf lill�llil rI,rliril I!lilli iirlill I 1 11191 liilitil i itiillliiit i N i1NiN1i 1 I i t 11HIINIfIU I (�il�i1111iU11 NIl)111 irrllillt ilii ill HIIitNI lutiii))tilllfllt t llillrl iruliin111 11HH i III IH I Il�t l I ilrtfi ' .n umr Ia3 ! z+a a�a �t� z 4 I 7 - } , ...- , ,n : ,a WNO ! 77 q. .i::',. r_l. ;:,. a Y, :w'u' ;.• ... _.,. • , ' ' a Er ''i`to�..ti:.r�' r '�'" , , ,. r .. :,,.....-.. ..:....: '-.'_-.'.: ,.. ,:.. :.., .:, . ."•' F,i�N 'ii JSd fa 7g1'��r , .i irt , 1 �` Y ..l .1. . v ,:'� 7 . '��'!s j .r.j !2', , f�•'' ?:''� '$�'.; r „��,,5y �';,Fb I '! t ,, . it �.< '�tp =1 i4:*i „t� ,�iWa .t. ..k. c;3..yr 'P.��na, •z° ',�r�. 'd'- 6 70r a .:A S.'S• ,wa ,.. �. : -4.1.k: sw�,`; , .c.;�:,,+ S• , : A •tri'; :k7� 1'.yy,`!Sa !>+.ra pj{>r: r1` x �' +y1 �' hr '.i a� i. !..n . '. �' ..�',.•;.,KFS . .� zr; : �+, . °.�r> .,43��,a, .#'t n .� ; A.�, r •'rt�i _.t, ��4rlR•Z.l n'.r1• 'r , i "r , pi+a ,L'� K 1...1: j,r; 'ft� r4�.7 .�. v h ,:. ., . ' .3• , i,' • jai: f yy, 'A.ti) • i 51Q 1 r. TOYS 'R' U5 . , ' , :.. . PROJECT • • '�OYS•'R' US � � TOYS 'R' US TOYS 'R' US , SEIZMIC FOR ,, PROJECT PROJECT Y�•' ' US TOYS:R' US PROJECT TOYS 'R' US FQ R FOR 33 SEIZMIC SHEETTJO. ; 4F.' - -- EJZNIIC FOR • 33 - SEIZMIC - . ••'M.T.' "bATE It-2�-O► SHEETN6. a7 _• • �• SHEET 810 1 '0� 33 FOR • T�YS;R' US _ • INC. ' CALCULATE 191! WC 000 MATERIAL NO ENQINEERINO CALCUTATE:Ij�Y .•• ••'M.T. ' •• DATE 17--ZEA-01 CALCULATED BY •M.T.''' •'SATE I Z -�•-o INC. SHEET rho. 7, :OF .` 33 TEL:( 800.0980 • FAX:(NO)�,M1 MATERIAL HhNDUNG ENGINEERING MATERIAL HANDUNG ENGINEERING _ • CA p1788 •'• •'• •• •• MATERIAL HANDLING ENGINEERING . TEL(900)!}89-OpBp • FAX:(p06)686-OpB1 CALCULACfED-BY •M,T. .' 181 ATLANIM AVENUE• POMONA TEL:(909)8890989 FAX:(009)889-Ml .. ••• '• •• TEL:(909)888-0989 • FAX:(90p)889.Op81 • GATE 1 j ua-GI • 181 ATLANTIC AVENUE• POMONA• CA 91788 • • ,VENUE POMONA.• 181 ATLANTIC AVENUE• POMONA• CA p1788 I O ,4NAL.YSIS •• 181 ATLANTIC. CA 91 . • OVERTURNING ANANLYSI5 LOADS AND DISTRIB 1TION (doLhlR ctriPH)D ARM •• • PROJECT SCOPE: TO CONFORM TO THE REGULATIONS SET BY THE 1997 I ARM CHECK: FULLY LOADED: PER'97 UBC SECTION 1632.2 AND TABLE 16-0 •' PROVIDE SOSMIC ANALYSIS OF LIGHT DUTY STORAGE RACK 1 LNFM M Mp,Dm CODE UTILIZING SECTION 1632.2 Puplift - (movt Mst)/d Fp a ap x Ca x Ip x Wp / Rp --� CHECK TENSION CAPACITY: /lid: • [7661 -61601 IN-LB/22 IN - 0.7xCazlpxWp PARAMETERS: ARM SPAN m 22.0 IN - 68 LB ap - 2,50 Fp_♦ LOAD - 80 U3/LEVEL Ca- 0.361 THE LIGHT DUTY STORAGE RACK USED N THS PROJECT CON REST OF COED ES IN��6T�DIREC;TIONS. 2 Id+ INTERACTION ECZN. IP- 1 SHELVING DEt>l�S ON• MOMEt"T RE515TIIdG ARM SPAN/2) �I�+ 2 x [68 LB/706 LJ3]^(5/3) + (50 LB/ 1066 LB]^(S/3) ■ 0.05 < 1.0 THEREFORE OK Fp THE STAMJTY OF THE SHEI- NP - DEAD LOAD + UVE LOAD AND ON TM HONWWAL BRACES AND PEG BOARD il PANELS N THE LONGTITUDWAI.DIRECTION. M•tAAD x • 80 LB/LEVEL x 22 IN/2 2p - 4'"`' y TOP LOADED: LEVELS- 7 1 • 880 LB4N • DEAD LOAD . 5 LB/LEVEL Fp _ SHELVWG COMPONENTS: ASSUME ONLY THE'rOP CUP N TENSION Pupllft • (Movt-Mat)/d LIVE LOAD = 75 LB/LEVEL -♦ - [2274 IN-LB- 1210 IN-LB)/ 22114 � 8 TENSION CAPACITY-T• 0.6Fy x A A- 0.090 IN^2 - 481.8 NOTE: FOR STORAGE RACKS ap / Rp ■ 0.625 < 0.7 Fp " 1 ■ UPRIGHT 2-BASE BRACKET - 0.6 x 36000 PSI x 0.09 IN^2 Fy- 3 6,000.0 PSI - 224 INTERACTION EQN. -P - 0.7 x 0.36 x 1 x(75 LB/LEVEL+ 5 LB/L=VcL ' Fp •.•. 8-ANCHOR - 1,944 LB d- 1.125 IN 2 x[48 L3/ 706 LB]^(5/3) + [27 LB/ 1066 LB]^(5/3) ■ 0.03 < 1.0 THEREFORE OK - 29 LB/LEVEL - ) x Z/ ..4 4■LFVEIJNG LEG 6-BABE FRONT MOMENT CAPACITY - T x d �•/; • 8■BASE BASE DECK - 1944 LB x 1j 25 IN Fp(to:al) . Fp x NO, OF LEVELS 8■ RAIL • 2,187 LB-IN > 880 LB THEREFORE OK - 29 LS/LEVEL x 7 Side Yew LIQ •�•' 9 202 LB Double Sided 0.8HE1F •f. 10-BASE 13RACKET TRIM CHECK FOR SHEAR CAPACITY: I F,ol - (VJc x NO. OF LEVELS) •'f 6 Vann - LOAD/2 - _ (75 LB/LEVEL + 5) x 7 LEVELS x 2 Total. 532.OIN • (75+ 5)/2 = 1,120 LB �-- a8•--- 40 LB/LEVEL i 1 ! •,•f I � TRANSVc"P.SE :,!JALYSIS: � SHEAR CAPACITY - 0.4Fy* A ! . 0.4 x 36000 PSI x 0.09 IN^2 � N^ol(seisri-) . ZFpH - 1 296 LB > 40 L L rHEREFORE OK �(,,L - - = 29 LB/LVL z 532 IN ! i 2 09 •. = 15,322 IN-LB BASE BRACKET ANALYSIS: 4 Mcol(sta�c) • (DL+LL) x D x #of levels/Z Mcol total • 13,821 U3-IN ANCHOR PLACEMENT - 80 L8 x 22 IN x 7 / 2 - 80 LB x 22 IN x 7 / 2 5 ( ) ANCHORS TO BE PROVIDED (2) PER BASE 0 ALTERNATING ENCS. - 0 IN-;.B 4 fb• Mcol(tOtal)/Sx • . 13820.8LB-IN/ 1.18 IN^3 ANCHORS ARE 1/4"0 x 2" HIN.EMBD. HILTIKWIK II WEDGE ANCHORS IC80 Ip4627 Mcol(to:aD = 15,322 IN-LB ` GENERAL CONFIGURATION - o.6 x 3PSI Fb• 0.6 x 36000PSI 21,600PSI � �.�1»181N^�3 � LONGTITUDINAL ANALYSIS I ! � ALLOWABLE TENSION -� 353 LB fb/Fb• 11713PSI/21600P51 Flo- 36,OpOPSI ALLOWABLE SHEAR - 533 LB SEISMIC SHEAR IS RESISTED BY BACK PEG BOARD PANELS FASTENED BY LOCKING TRACKS. 0.54 < 1.33 THEREFORE OK #OF ANCHORS/B.P. - 2 SPECIFICATIONS: d i 22.0 IN Fp • 1.40 LB/FT M •-�- ' THE ENCLOSED BACK PANELS ARE SIMILAR TO GYPSUM BOARDS WrrH AN ALS Frog View . SEISMK: Fp-sp x Ca x 1p x Wp/Rp or 0.7 x Ca x Ip x Wp WHICHEVER IS GREATER . . MAN S'!18,-EL Fy-36,000 PSI . �}pR 1/4"0 X 2'MIN.EMBED.HILTIKINRCTYPE( 4627) ..Olh'ABI_ VALUE 0=: . �,g 4"x 2,000 PSI cascade Ave.10066 VaIIOW- 50.00 LB/FT .<•.. UBC TABLE BUP2002.00012 Cascada Ave.110065 Cascade Ave.10066 - SOIL 1,000 PSF 9 of 3e SUP2002-00012 1 BUUf 2002 00012 THEREFORE THE SYSTEM IS OK c scade Ave.10065 10 of 3e 12 of 38 PROJECT • TOYS 'R' US • •TOYS 'R' US ` TOYS 'R' US � ' ' FOR TO USPROJECT• PROJECT TOYS 'R' US - - �- =EIZMIC TQ'I�,S;R; US' SEIZMIC FOR TOYS 'R'* US 1 FOR - " TOYS 'R' US BdQ. SHEET N¢.; 23: - : i• 3 3 SHEET NQ.; '" b'. _�--•-- _ - • SEIZMIC ... INC. ».. OF ' 33 SHEET NCJ. . -27. 0 33 SHEET N0. 29• qF • 33 CALCUL;'IiD�V 'trl7T. DATE ft-ta--01 -T- DAATE _-LV-oI ANO. M.T. BATE 1L-2b oJ___ IPK ►2-zh-aI MATERIAL HANDL NG ENONEERING CALCULA'T1rD�Y •w_ CALCULATED 9Y •• �� NI 7-. DATE TEL(900)901114M • FAX:(000)W4081 MATERIAL KkND NG ENGINEERING MATERIAL HAND;N;O ENGINEERING CAI_CULA7i=D BY •:' :'. TEL(909)899-0989 • FAX:(909)889-0981 •• •• 1 MATERIAL HAND NO ENGINEERING 181 A'MNT1C AVlNUE• POMONA• CA 01708 TEL•(909)889-0989 • FAX:(909)889.098 . � ••• ••• •• •• '�•:(p09)889-0989 • FAX:(909)889-0981 181 ATLANTIC AVENUE• POMONA• CA 91788 • CA 91788 • 181 ATLANTIC AVENUE• POMONA• 181 ATLANTIC AVENUE. POMONA• CA 91788 ' COLUMN ANALYSIS (transverse) ... .:. '.' : : : : :.' ... •.' . . .•. .. it eR AND SOIL oADS AND DIST ION !double sided ' �, ' IT �rn uMN ANALYSIS (tLRns e ) ANALYZED PER AISi AND THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. THE SAAB IS CHECKED FOR pIJNCTURE STRESS. IF NO PLAVGTURE OCCURS THE SLAB IS ASSUMED TO ANALYZED PER AISI AND THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. DISTRIBUTE THA?LOAD OVER A LARGER AREA OF SOIL HENCE, ACING AS A FOOTING•CONCRETE IS REINFORCED. PER'97 UBC SECTION 1607.6.3 AND TABLE 16-0 M- 15 322 IN-l.B �+M Fp - ap x Ca x Ip x Wp/Rp P 945 LB A) PimcnBE . 0.7 x Ca x Ip x Wp KXLx/rx- 2.1`130 IN/1.604 IN sp- 2.50 - 170.2 <---(KVr)max I P- (1.4)(Paol)+(1:7)(Mot/d) Ca . 0.36 2.1*113 IN/1.604 N 1(yl,y/ry- 1.48 IN/0.584 IN Q - 1.4)'•(1120)+(1.7)(15321.61N-LB/441M ��- .� ( IP . 1 22',x4•,44' 2e',�',e0' . 147.9 <...(KI/r)max 0 ■ 34.3 0 - 2,160 LB Wp - DEAD LOAD+LIVE LOAD ` KyLy/ry - 1*25 IN/O.884 IN ASL.. � Rp - 4.00 ! - 28.3 � Fw tf^2E/(KUr)max^2 S Fpunct• (2.66)(F'C^0.5) - t LEVELS■ 4 g�A 10.1 KSI (2.66)*(2000 PSI)^0.5 113.OIN - DEAD LOAD - 5 LB/LEVEL Fe. n^2E/(KVr)max^2 Fjr/2- 18.0 KSI - 119 PSI �� INE LOAD ■ 75 LB/LEVEL 91.01N . 13.3 KSI SINCE, Fe <Fy/2 b 0 Apunct• [(Weff.+t/2)+(Deff.+t/2)](2)(t) b B TOP LOAD- 300 LB/LEVEL Fy/2- 18.0 KSI THEN, Fn- Fs M - [(3.75 IN+4/2)+(1.5 IN+4 IW2))*(2)*(4 W) V i 69.01N Fe < Fy/2 • J6 KSI*[1.36 KSV(4*10.1 KSI)] 0 - 74.0 INAZ L NOTE:FOR STORAGE RACKS ap / Rp - 0.625 < 0.7 SINCE, n 10.1 KSI THEN, Fn- Fe B/LEVEL + 5 LB/LEVEL)x 2 / 1:4 *- 4T.OIN • 36 KSI*[1-36 KSI/(4*13.ct KSI)] O F unct .7 x 0.36 x 1 x(75 _ DMDE - 13.3 KSI Pn• Aoff*Fn O I fv/Fv P/[(Apunct)( p )] Fp 0 -' ■ 7,639 LB - 2159.97 LB/[(74 N^2)*(118.96 PSI)*0.651 0.36 < 1• . 29 LB/LEVEL 11' �" EQUALLY (Io- 1.92 � Ftop 0.7 x 0,36 x 1 x(300 L3/LEVEL+ 5 L13/LEVEL) x 2/ 1.4 '�- 25.OIN Pn- Aeff*Fn I SECTION PROPERTIES r 10,110 LB y r 0 0 . 110 LB/LEVEL nc■ 1.92 ® F TI N PROP RTI- . Pilo prvnc ^ Fp(total) - Fp x NO. OF LEVELS+ Ft Aeff s 0.760 IN1 A Aeff� 0.760 INA2 7639 LA/1.92 VIM As01- PA(1.33)(fs)] • 29 LB/LEVEL x 4 + 10 9.8 LB/LEVEL Pa- Pn/fIc � ��, � Ix •- 1.9561N^� 3,978 LB j bf� 1.9561N^4 ■ 2159.97 LB/[(1.33)*(1000 PSF/I441N^2/FT^2)] • 225 LB - 10110 LB/1,92 Sx •- 1.526 IN^3 Total - 232.OIN • 5,266 LB I rx m 1.604 IN RJMRLff Sx• 1.526 W^3 . 233.9 FT^2 P/Pa- 0.18 > 0.15 I - 0.594 INI•4 P/Pa• 0.28 > OAS rx� 1.604 IN pal . (Wp x NO.OF LEVELS) +Wt/2 y y- 0.5941N^4 RARE B ATF - Fq.EXURE S -• C,639 IN^3 CHECK P/Pa+(Cmx"Mx)/(Maxux) S 1.33 � L• Asof1^0.5 �'•'•� (75 LB/LEVEL+ 5) x 4 LEVELS x 2 + 305 LB •• 0.639 IN^3 Vhff•- 3.75 IN P/Pa0+Mx/Max S 1.33 O ry.- 0.884 IN pp - (233.86 FT^2)^0.5 . 945 LB ` Prla Aa•Py � V • 15.3 IN �•- I. RV CHECK: P/P,�+ (Cmx*Mx)/(Max«Inc) 5 1.33 ® � I ry. 0,884 IN - ^ Kx 2.1 ` 4 TRANSVERSE ANALYSIS: Pno• Ae*Fy+ Mx/Max 5 1.33 Kx a 2.13.0 IN 0.76 N 2'36000 PSI Lk m 130.0 IN . 27,360 LB B. [(Waff.)(Daff.)]^0.5+t w , r r; k� F 1 � llJa► Ky- 1.00 - 0.76 IN^2*36000 PSI Lx .,• 3.75 IN • 1.5 IN)]^0.S+4 elsmic F H 27,360 LB ) ( Mcol s ) - F P - I I 1 cvE1_�uc Lcr. 1]1J6 Ly-, 25.0 IN K •• 1.00 {( t- 4.0 IN ( - 29 LB/LVL x 232 IN+ 109.8 LB x 113 IN/2 Pao- Pno/nc ! a�8.0 a0.T Fy. 36 KSI ��Z 6.4 M '• �''9 � 48.0 IN u �„� �,a • �� j� - 27360 L9/1.92 - 36 KSI - fc+ 000 PSI • 14,250 L8 Fy 2' E- 29,500 KSI - 12,885 IN-LB MyIs111l.��r- Sx`Fy • li• (L-9)/2 - 27360 LB 1. E.• 29,500 KSt 1.526 Nu►3 380Q0 P91 (15.29 IN-f.37 IN)/2 • 14,250 LB t, 1zf�, • Mcol(static) (DL x D x#of levels/2 M� . S S26 IN^3 36000 PSInf� . ))µg38I+L.B � 0.85 4.5M { 80LBx22 .Nx4/ 2- BOLBx22INx4/2 * rnxm 1.67 Cmx•- 0.85 �' MYAV Cbm 1.0 ^ fe- 1,000 PSF • 0 IN-LB • 54,936 IN-LB Cb.. 1.0 . S4l36 W4.10.67 Moons- (W)(b^2)/2-[(1.33)(flr)(b 2)]/[(144)(2)] Max- My/nf 000 PSI)*(4.46 N)^2]/[(144)(2)] Mcol(totao - 12,885 IN-LB , - 54936 IN-l.B/1167 ti t� A2 • 92 N-LB ` - 32,896 IN- B ` ^- Pcr- n^2EV(KL)max^2 1 - {1/[1{nc*P/Pcr)]} 1 �'� MX- {1/[1{(>�p/per)]}A.1 ` LONGTI-jUDINAL ANALYSIS - ^ •• KSI/ 2.1*113 IN)^2 • {1/(1{1,92*945U,3/101 13L8)]}^-1 •�M2ebi00 K61I(!•1.130 N)^2 • 11/1141.92*1120 LS/7641 LB)]}/�-1 44.0 IN 11 2 19500 ( r 0.82 '� • 1,041 L6 - 0.72 SOanc- (1)(t^2)/6 , (1)''(4 2/6 Mot- 15,322 N-LB SEISMIC SHEAR IS RESISTED BY BACK PEC BOARD PANELS FASTENED BY LOCKING TRACKS. (1120 LV>fl7t + •(1)* N^3^ Pcol■ 1,120 L B THUS, • 10,113 l9 * . 0.59 0120 La/14230LIII)4(1332)2(34AWS289 6IPAAE)■ 0.S4 < 1.33,OK Z.67 OK Fes- (5)f�(F�•5) , � Fp - 1.99 LB/FT (945 lB/5266 I5)�142501Lq) +(112885 NALBB9/3 896 N-LB)• 0.46 < 1 33, OK' • (S) (O.QS)•(2000 PSI)^O.-' cascade Ave '10066 (945 lJ3 • . 145,3 PSI SUP2002•00011 THE ENCLOSED BACK PANELS ARE SIMILAR TO GYPSUM BOARDS WITH AN AU OWABLE VALUE OF: C4 amb Ave,1M_N F 14 of 38 Cascade Ave.10066 M�ff�[(SOOnC)� SUP2002.00012 Cascada 2-010065 1391 30 fbM �)] -� Vsllow- 50,00 LB/FT <.••UBC TABLE eoP2002A0o12 %LFi/[(2.67 M^3)(145.34 PSI)] < 15 of 3e 1e of 38 THEREFORE THE SYSTEM IS OK ,y,, . IIIIIIiII ILII 111(1111 Illi III IIII'I .I , I Till 1111 III II i I I II III Illit! I III I I �` • � ,• - '.`: .,,�f ,+ .� ;.;; y.. :, .. �„ �'� CfT1 I ( � � � � I � I I � � � � ' I I li �r ►I�I nlllullllilllll�linl.nl�u �In IIIIIIIIIIIII) I � I uil�Inllnn�nl IUI�uIlIIn1I in I I I 1 :; .i' .. I II a 110 I 1 1: 1.9 14 IA 17 IS Iti 21 2i - 14iNt�.f t� 23 24 30 _ • 0 S } , t w 1. �I ck 1. ,f 1 1 1 . • '^ ; t0'S'S'R' US 1 ^ , PROJECT TOYS 'R' US �' PROJECY g IC FOR TOYS:R1 _ 9IZMIC FOR TOYS 'R' US • 3.3 33 T'171,9.fff 7-77-1 . SHEET N0- • : 3 L •' 09"� SHEET Na a =3 3 .,Of --- 00 CALCULATED BY M.T. DATE Is-_2�o�_ INC. I ,j, CrATE I z 2b'0 1 MATERIAL RAN NO EM(iINEEFRINO MATERIAL HANDLING ENGINEERING CALCULAf 6D li TEL'(OW 860.0969 - FAX:(008 669-0961 .. .. TEL:(Wq)ggq.Mo • FAX:(900)sae-0981 MONIA• CA 01768! • . 161 ATLANTIC AVENUE• PO POMONA• CA 01788 ^. . • 161 ATLANTIC AVENUE• ..• • . ..�a T} n II��TIOh SHELVIN � A AIS LYSIS .•. . . •• ;.. • 7DBUTt ONNECTION G1iECK " CHECKED FOR PUNCTURE STRFSS• IF NO PUNI'TURE OCCURSTHE SLAB lS ASSUMEL TO C AREA OF TAB• 0.0786 W^Z THE LOAD VER A LARGER AREA OF SOIL HENCE'ACTINO AS A FOOTING. CONCR"r1'E IS REINFORCED. Mconn• Vcol•H � . 3,10ZLS4N (Al_ PIIN:CB�BE SHEAR CAPACITY OF TAB: P. (1.4)(Pcol)+0.7)(Mot/d) p'�yir. 0.4Fy'AREA a ° • (1.4)*(945;+(1.7)(128d5.31N-L9/441N) • 0.4 xPSI x 0.07875 eN^2 s 1,821 LB ---- • 1,134LB -�"' ° 311" F unct- (2.66)(Fc^O•S) t p . (2.66)*(2000 PSI)^0.5 Mellow• Pallow*dist.* 1.33 . 119 PSI • N . ((1134LBx4IN) + 1134LBx21N/2)k1.33 b B ? 1�t • 7,560 LB-IN > 3101.85 L84N THEREFORE OK Apunct• [(Weft.+t/Z)+(Dell•+t/2)](2)(t) } 3 . [(3.75 IN+ 4/2)+(1.5 IN + 4 IN/2)]*(2)*(4 IN) p' . 74.01N^2 00 L s BEAM CHECK P/[(Apunct)(Fpunct)] * 0.32 OK LENGTH OF TAB• 4.0 W . 1820.84 LB/[(74 IN^Z)*(118.96 PSI) O.GS] Mbesrn(seis) - 3,1 OZL84N . y . wl^Z/B Mbeam(stst) LONGTITUDINAL LENGTH OF BEAM • 96.0IN ray ¢! a9 TEN_S� 300'-B/LEVEL - 2112' Agog. P/[(1.33)(fs)] ^ n2 w. 1.563LB/M . 1820.84 LB/[(1.33)"'(1000 PSF/1441N Z/FT )] • Mbeam(snt) • I S63L3AN x 961N^2/ 8 1 • 197.1 FT^2 . 1,800L8-IN 13h8" L• AsoN^0.5 Wefff, • 3.75 IN r t Mbearn(totan • Mbeam(sut)+Mbesm(sets) 7M" . (197.14 Ff^2)^0.5 Doff.- 115 IN .. 14.0 IN ti;,,``',nn t ir` t • 4,902LB-IN ^ +L Y }b. Mbaam(total)/Sx B. [(1.7S I Deff.5 0.5 9401.85LB;4N/0.8941NA3 3 112" � [(3.75 IN)*(1.5 IN)J^0.5 +4 t- 4.0 0 6.41N f c• 2,000 PS! 5,489PSI 14 g� • r�pf -r& }e" REt r I . t9, r • y 1 a.P+'. �' b. L-B)/ Fb• 0,6xFy ( 2 04 IN 6.37 IN)/2 . 21,BOOPSI Sx 0.89401N 3 . 3181N SIL }b/Fb . 0.25 c 1.0 THERE OK h• 1,000 PSF r� � Mconc• (w)(b^2)/2�L(1.33)(fs)(b^2)J/U144)(2)] ;. . [(1.33)'(1000 PSI)*(3.83 YY)^2]/[(''44)(Z)] . 68 W43 � 0. 0.65 � DEPTH• 44.0 IN J. Scone• (1)(t^2�6 mot= 12,885 N-19 6 Pcol 9 5 LB 2.67 INA3 (1)i(4�^ . 4 FConc• (S)�§)(r Csscsde Ave.r, MO S) ioae (5) *(2000 PSI)^0.5 euP2oo2Mrm 7 TWO 000tt *�0 65) is of a CNeadt Ave.IMS . 45.3 PSI { , •: ti''' � w t k I,� t E�� SUP2002.00011 17 o} ae fb/Fb• Mconc/[(Secxjc)(Fconc)l 34 PSI)] 0.18 a 1.33 OK r: 67.9 t442/[(Z.671N^3)(145. :r 's.44 •,..p}`.1Jw„�:.�+,n,nlr..f,+.!f•?':S".,.�" _ m-e--.�•.-... . - •..,,.�,,.-. ...T_ _ _. .. .._ .s•t xMNdIY�I� 1,..L• ,4 r„ ilu'!11! !III Illi lul 1 it !III 1u! ull il! 1111 111) 1111 ul� IIII lu cm a I I I I I ( ! Illllllll (IIII 111 IU 16'11 lutlllli lul IIIIilull! tl a !l I�lill IIIIIIIII IIIIIR ! ul I I II{lll! II! 1t11 IIII ill! 11111111 Illllllll 111!1 II !1111 !lull! I I II ! I I111!� 1�o ill 112 }b 14 �e l�� I• 1 - b R�� eft �,T ('1 "•S �- .11� + �O r ?_ ,+art s, , ,n• , 'r'a n,. MWI ., x :..., a$ tr..h,. g,ty F! y.•,yw.:.- .a•.oLL..-- il' '. au.c�"'._�k1,a �;,..,°.ib. .,;i ,�, n _ � ... �»_____�� ,u r_..._..,. 1b L :Y ,' ..fit/' • J • t I _ Revisions REFUND COUNTER REf�h: REGISTER No Dote Descriptor 0 ARCHITECTURAL KEYED NOTES 1'-s• REFJh� COUNTER 1 2 : 5� 3 3.5 4 4,5 5 6 Nc DESCRIPTION 12/12/01 ISSUED TO CONSULTANT FOR C D'S 1 EXISTING :TEM (S) / AREA TO REMAIN 2'-0' 192'-10' OVERALL DIMENSION ? ExISTdNG ITEM (S) TO BE REMOVED I I - 3 EXISTING ITEM (S) TO BE RELOCATED 4 RELOCATED ITEM (S) 23'-5' Ill 13'-S' 1 23'-S' 21'-1' 22'-6' I 21'10' S EXISTING WALL TO BE EXTENDED REFUND 1 1 6 EXISTING OPENING TO BE EXPANDED 2-� REGISTER —1 _- 112•-10' S0_0• 0 7 INFILL TO MATCH EXISTING �,-D. a . _G• 1 NEW OPENING S'-O' S'-5' o �__ ^ CJUNTER o PACKAGE CHECK h''ff p _ 9 NEW ITEM IR POTENTIAL CPU LOCATION to v c T RE WIRED 12-5 (CONSULTANT tI WALL / PARTITION TO VERIFY) 12 FIRE WAIL REFUND /EXCI1 � � . C,E � �,_-- �) UNE OF MEZZ. ABOVE - =-1 COMPACTOR 2 AREA PLAN Imo, PAD t1 GLAZING { ;---� tS LIFT, CHUTE. CONVEYOR OR STAIRS I r � I •� b 18 ROOF LADDER / HATCH RF1 F1 SCALE: 1/8"-1 -0" ti° "C - �' to st , 17 ROOF LEADER / DRAIN - e ki "� TRUCK PAD b d 18 CAR? RAIL _1] 4 191 SPRINKLER RISER , { 3'-G I ° i 20 GAS RISER I o RECEIVING ARE-' �_�•, 1 21 DOMESTIC WATER RISER ND PANELS k TOP - _ 24 BRIE SUPPLIED BY � f — - - - - R CONTRACTOR 'r t' r r C r r r 4'-3' 1-3' 1-3' I I I 9'-' /2 23 COMPACTOR p _ N I f I• I -I I' I• -I° h - BOX CORNER FOR -E i+hEq FOR o�° 0 0 0 .o o ,°i'-i l'�,p o ; O W a.o 0 0 24 GENERATOR _ 22' BASE DECK I g' -ISE DECK t7► I I 7 �� '�I•y,�1 I ,, �I�,�, f e b r� r1 , �� I �o I I ;o !'-1 I/? 25 TRANSFORMER (INSIDE CORE) N o ti`-:: GRE) ti 1•_3• `� b h 1'' 1'' i" h r' - b � � $7 4'-3' i i , d ,, t--.. S' 20 ELECTRICAL PANEL: b 4+ - - - -r - 1 , - -Jl - '^ " •. p) of j? i„I f Ik' I + ^I fr' I I I I ' I p 1'-t_'/? �I 27 Y-0' MAN DOOR 0 ; R --� IA b to — �1—oI�_S_l_ _ J { —I X 25' /2?_ �L.�1^'' LL L>� �� L_I I L�� 1 12 10 " 1,-3 v+ to 5'- . e 5-9' 4'-3' 4'-3' r3 , 9 31 4'-3' 3 6•_4• 3 C-1' RI 21 4'-0' MAN DOOR � •� 3t 29 DUTCH DOOR (INSTALLED BY CONTRACTOR) n• �• / - 30 3'-8' IMPAC? DOOR wi ) yw) •;�,, OUNtr >k rlrtu[ �o -9' X -2' '' - \ ' S'- •� J1 4'-6' IMPACT )OOP r r l - ®. . .®. .® , •® ® ' -D' - - 5 S' 1 20 1' Io `1 32 PI-TOLD DOOR 7 E N R I C �: - _ - - ' 16-0' lt' J' S.1' F T a 6'-0' C-6' 2 (CONSULTANY TO VERIFY REQUIRED SIZE) Q (� - - � � �• •� � � ® , _ 5'-T' 33 FIRE wuTTER DOOR U 0 X CORN N � - 9 3-1' Y.O. , < 34 OVERHEAD DOOp 3 (SUPPLIED BY CONTRA('- o< ®... .®. .� . I� i $• 1'-� Y.O. !' UTOMATIC SLIDING DOOR S• CONSULTANT TO vE►aFr REQUIRED SIZE RF1 RF1 SCALE: N.T.S. �: :.�' .� _� ;. - • * ��.� 3 6'-0' V-0 '•o' �- 1-O' 6'-O• 6'-D' 6'-0' S'-r - 5'-r s x FIXTURE PIAN KEYED NOTES (/�� No DESCRIPTION ' ,..® �.,... +D 1 x 1Q 3 9 t1 1 eENCH iS S'"�. I I 2 END PAN (SUPPLIED Y � ®' ® ' ® • 2 t - I I I EL (SU L EO B FIXTURE COMPANY) � r ENO PANEL (S 'PPLIED BY CONTRACTOR) / PA•LETS (BELOW RACK) 2 ® ® . �; -T' _ e PALLETS ;TVP E - f1 ® Q t2'-p' ` ^ 't 'o;n UIr do, < EXTEND PANT. f :• r, A a e RACKING ABOVE DOORWA IL 'PAST 1A'E X1 WIDE FLOOR TAPE (TYP ) S-S S'-S• 1' ya B REGISTRY KIOSK �' ' '� . ,� ❑ wt 9 FITTIrN0 ROOMS - W,10 ` t 1 NO PANEL`.� Q '=' • n C � - i I SC S'"S• � Drawing References 10 ROLLER CONVEYOR �' �' ® , . ❑ +y Na Drawings _ SUPPLIEI 1! 1 I > •152 KR ' .FIXTURES r- ��.o' 5'-5' t. 11 VENDING MACHINES CONTRAI TDF L L �'' \`�, ` 1 12 KIDDIE RIDE `( .� 5-1' S I ` 3 SLIDING 'R" ZONE DOOR _ _ ?f 'I I 1 Q WOOD PACKAGE KEYED NOTES GENERIC P F_ R I Pv _ -�� R '-9•,I zz � ' No DESCRIPTIa� `/� _ 1 '(FUND / EX:HANOE AREA V V A L L n C /\ `— �i _ .' \ D - - I �, ,' 9• J i g IV- K'lt f7 Y-5 tr I r- 2 .KJvENILF. SERVICE COUNTER 4 (SUPPLIED B~ CONTRAC'^` I ► ' IDIS ° - S'-e' r ► 5'-S' F'-6' (ii r I, 3 MANAGER 5 WORKSTATION - — v' N 4 � r, �� _1• t `I` � 1•.A 'I ..i 61C' GATE- PROJECT NO -'-- - RF1 RF1 SCALE: N,T.S ®''. •® ® . `: ' _ - t. U, CAD NAME.8006RFC1 WASE N0.:6 4 EGD PROCCSSING COUNTER t RAO, t �t- 1� 9 S CPL COUNTER I {^ r _ 8'- t1 r- �' DRAWN BY: 4 P CHECKED Ear: _- e STORAGE BIN PROTOTYPE DESQJ ATION MP PROTOTYPEy2.4 7 BICYCLE ASSEMBLY COUNTER B DEMO BIN: 4'-0- X S -0' yl r COFFIN CORNER FOR COFFIN CORNEa 31'-d' 13 III �y I i ' g 3'-1•M.0 ATTENTION_ .,ON ANT TO VERIFY 10 SJLT 11' BASE DECK 22• BASE DEC,, 7'� II . . I (40' x 40") (50' x 30') --- • • foo t, '-1t e I; ;'I tt_y -0' - t t t -- CONSULTANT TO VERIFY CEILING HEIGHTS, SPRINKLER, GAS, DOMESTIC WATER RISERS, ELECTRICAL PANELS & ROOF HATCH @ 4_,G• -sl1 6'-'' LOCATIONS. t . 3-4• M.D. -0, �r 1C fr ♦ J t'�2 !ID PANELS k SUPPLIED By 'L ATTENTION: CONSULTANT TO VERIFY CONTRACTOR 6'-0' - 6'-0" b 5 1-),4ZONE 1 T RIFY FILING HEIGHTSRu t � _ - - c * a MI CONSULTANT 0 VE C / ® - PRE-SALES SPRINKLER, GAS, DOMESTIC WATER RISERS, ty t t STOCK A' `.` 7-10 t a t7-, I _, , ., s'-o n'_ ELECTRICAL PANELS do ROOF HATCH LOCATIONS ��' � 1` 9 11 U 5'-11' - -11 -11 - '>•SI - yb r - bl t r-2' I �, + I A E- GEN ERIC COF-FI N C: V •? N _ R e - - _ 5 I e (SUPPLIED BY CONTRACT01 b s'-0' :`Gr Wei .1 ) RF1 RFI SCALE: N.T.S. �e CONSULTANT v - - TO VERIFY - t re, ` 2 , I T - I(L U LAW-1=111111 lit Lin- U3 2 • LEGEND 1n 5._0. 7++ a o o e'. I I • us M BATTERY FIXTURE NOTES = - �+ b b b b b b b b 4.-0. _0• e'-1' C CANDY hXTURf 1, ALL FIER1METv�SAALE:% OONDOLAS ++ n �/ 0 ARE 1a'-0' MGM, UNLESS 3 I \ ++ + e•_e• t3 1 r Store Support Center OTHER*SE NOTED. 4., -� + > 461 From Roof ELECTRONIC DISPLAY CASE + '�- Paramus, NJ 07652 + (201) 599•-7800 � - - - e'..g• IR. MGR. 2 OMPL:TE -- 'j ® PRICE t�1[CKER LOCATIONS KRU Sq T-CCIUNTS 10 r�--� O ++ I tt 12 � ' FIXTURE SUPPLIED BY OTHERC P _� V• 1 1 MKE�Fi;l?:•el 1 I F. RM, "I This drawing is the Exclusive Property of _ ,q,1 - ,r5 "A" US. The irformotion shown may OR EIOSTMNG SA�,ES SG. FT. 4,447 PRE- R::KIt�IG - ;r; C3 AREAS TO BE CARPET[L1 PRE-SALES SO, FT. 74 RACK Si•- -T-L,N;,o FnOIAGE.. - CART --7itf �u `, ,' 9 1B 7 " c not be used nor the Drowings Rep•oduced (� HIRING KIOSIf AUX. SG. n 71� 1'-e' ,44 RMEAK TRRAINING , CART" COUNT RM. - p ; � � (NON sALcs/PRc-s��ts) .� q - ENTRANCE I AREA R ZONE }' �Oot 4,_: 204 k I ___-= TELCO RM. PRESALES without permission of TOYS "si" US. CORNER (SUPOLIED BY CONT"At:TOR) LEA304 $0. FT, S..c_� S'-0' 40C - - LOCation K , j {qr NUMKR a UMTS N/A Na'1-RACKING 9S 5 1 4.3 T G A R D s, 2.8 4.1 2002 TRU MP REMODEL PROTOTYPE CHARTS, — 1983 CONFIGURATION � I 3'1 3,;5 3,7 3.9 ( our, CONSULTANT TO OREGON f , V[R;►Y DOOR LOCATION 92'-1' 4STSAE so'-O 5�. 10065 SW CASCADE BLVD. BUILOINC SQUARE FOOTAGE COUNTS RC1 , SO'-3 3/1' Drawn Title AUX. S0. FT. DING TOTAL AT ra 4C'-10 S/1' FROM DiTSIDE OOI g SALES PRE-SALES ME22MM4E DNT. 5-, 1 .. ... 33'-4 1/t IM BACK 0r so. FT SO rT. (NON SALES/ !0. FT. S0. ►1 c T . . . . . . . . . OOIOOLA CPRS' To 13-D'-'�= 1 _ 19'-3• ot1ERALL NDT1N of RACETRAC1t 13-0' AISLE REMODEL COMBO PRE-SALES) (FOOTPRINT) 80 r? A RE AW .']'-1 1 •• .• ..• — E TO BACIf OF WNDM► / a Y`' PROTOTV 33,753 1111.06 3 316 1 N/A 43,155 ON MEZZ -4/� 1 F I X I U r J�:L.:.. �." �' .`+,. `.:. RRQv" A11E r / \�/ Q 33.814 B•�S a.7eS 4..Q14 N A ..O . UNDER ut " " 1-0 i-B' 119'-1 1/6' SALES F I X T U I � E PLAN LINEAR AND GU91C FIXTURE COUN'S REGI T RF1 F1 SCALE: 1,/16 =1 -0 ••• I Date • AS NOTED 12/12 2001 _ _ _ SER COJV i S .•' ••• 1•-.• .f'-0' l 10'-T L !3'-5' 1 23'-5• � ?J'-s' !3'-S' 21'-IOr � -'' y. Scale e LINEAR FOOTAGE CUBIC FOOTAGE ;. ; ��-la• 1r-3• �--- —i t. 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IS ONI Y 411" DFFP AT THE FND OF FACH AISI F OVER AISLE STORAGE BEAM 3 1/4" STORAGE IS ONLY 48"DEEP AT THE END OF EACH AISLE - 96" - - + + 48.. F 1 �., } } 48"9 60" } r�p�� .. - 48"8 fi0" 3/4" vp /5BI 68 t" 39" 5BY 613 39.1 �11 ' 15/11" �! 3 5/1f1" T ' 52" 52" TVP its" 1 120" 'lr/l�}. 39" 120„ (5d C f,R + I TYP 1�R" 52" 1 52" 14 G A n • 1 48" ? . / SA 8A .\ 39" � ��. 39" OVER AIRLF STORAGE 7 OVER AISLE STORAGE BEAM FRONT VIEW 3" 9" SIDE VIEW FRONT VIEW 3 9" SIDE VIEW PLAN VIEW NOTES: 1 STORAGE RACK DESIGNED PER SECTION 1630 2 1 OF THE 1997 UBC,SEISMIC ZONE 3. 2 STORAGE f:APACITY 1,00X*PER'LEVEL OVER AISLE STORAGE=S00* STORAGE RACK ELEVATIONS 3 ASTM A570 FOR SHAPE Fy=55,000 PSI GRADE 55 4 ALL BOLTS A307(UNLESS NOTED 5 ANCHORS HILTI KWIK BOLT 11 ICBG*4627 OR APPROVED EQUAL 6 SPECIAL INSPE(,'TION IS NOT REQUIRED FOR ANCHOR INSTALLATION 7 SLAB ON GRADE 40 THICK X 2,000 PSI MIN 8 SOIL BEARING PRESSURE 1,000 PSF TYP. Ire" 25/16" \ TYP 1 O 1 1/4" 14 GA 1 1n 1, t4 GA 314" HORIZONTAL & DIAGONAL BRACING 6" 4" I I - ,�4 X90 P F SEWMIC .r TYP TM( - \ -- —C�" - } �� MATERIALEN(31NEEFIIN(3 HANDLING '� SEIZMIC 3l4 -1 -- I { 3/84" 14 GA; 161 Atlantic Street OQ91 "ixr�rtla"'� EST 19115 Pomona,CA 91766 ;rl Tel.(909)669-0969•(909)669 l u ' ► Iy'�1` - rrx� T' - 312' 1 ' u V,-lIr'l$J°, `a' °r'Y a ` 3 1/4" MIN EMBDMNT „^ F} (5A) ( �E ' �:;y�T�� "1�/h }�` �S•.�, 7GA E� TYPE INTERLAKE �AwNer AG oAtF 17,ItV01 -+ FA LAST REV BI DATE CALIFORNIA CONTRACTORS " ••' 1AP1RATIOND-Alt 12.31.03 LICENSE NO 1165374 1 519w•• :.: : 3" APRvo er SALE FATEEN scA�F N T.$ '; S 1 •' ••• •• ••• ••• DESCRIP f10N „N,y1 1/2 1 REO'D PER BASE PI ATE STORAGE RACK DETAILS r ..• " ADDRESS DRAWU3 NUMBER Z BASE PLATE 6A CONNECTOR • • • TOYS R US #EBON 01-2196A ._ 10065 SW CASCADE BLVD 1 COLUMN 3 ANCHOR bA BEAM$•• . .•. :� •. TIGARD.OR 97223 { o 41 , •� •q.q. •'s : C"cada Ave.10065 7 20 of n 12 I I ► i I it II ( III illi Iln�lil�l Illt�llul a 11 n cmI 1 1 I 11 � I ( �IIlIII111lIIIIIlII� ( i 1 ! _ 1T 10 I 1 is 14 14 to 17 10 19 ao at a2 a3f a4 II 11 10 - .., .. .. i N. , f ............. _: 717v"..-._.�.v r, .r:;:u_:_L':.:__'... -.�..._y ..�....,mJY'• .Mv.. - �__.,,..s.>�>:t-�..._ " 7 i r 5 xl` �t'•`S11 a. f CONNECIORS&"H*ShCIION �\ 1R-PEG BOARD AHF `(POT WF LOW TO SHFI I fNTFRC1f, UNl' TOP RAIL •20 GA CE NTER RAIL ?4 GA IEli 1TTOM PAIL 'r?GA 1 P I •:; :; - • r• . 1 --- ----- END 1 • 9 SHELF (22 GA.) IRAI • • 10 • I 8 RAIL 10 BASE BRACKET TRIM (22 GA.) GENERAL CONFIGURATION NATES; 1 s y Zc; 1 SHELVING DESIGNED PER C 1+ 2l D!.' SEISMK•ZONE 3 ? STORAGE CA-A''ITv 100!PER LEVEL FOR SINGLE RO A 1001 FER LEVEL FOR D7LIBLE ROWS ® 7001 PER BAY FOR 60"H 8 66H W-5 OfILV . •�,• 3 ASTM A57C FOR SHAPE F-=36,000 GSI 3RA0E 36 7 5 ANCHORS HILTI SHELF CONNECTOR (11 GA.) ABOLTS LII (UNLESS NDT=D 5 K1A1K ElOLT II C)FI APPROVED ECUAL ICeO+14627 DEVOTE; ANCHORINGLCCATI()N 7 S jNr'IqL: K TN 4F THICK I2,OWOOpTPSI GUIREI;FOR AII(;IIOH Itlg'AlI a•,, ►� t�P NOTES: =011 L'OIIBI E sIDED P SOIL BEAR14;, PaE;SURE 1.000 FSF j NLIMBER OF HAT SECT104S VARA DI:PENDING ON[)EPT'I ---- — — �,\K` TOP V,L'1N I-NP • Milk, " CIO c �," 651, •.• SEE DRAWING NO. 01 FOR ELEVATIONS S� 114"A 144" ••::• 6 STEEL BASE DECK ;22 GA.) o � t 1 GA PIN IM, 1 311W TNK 1 r rw , A��rSt I y,a11 p r 0 f,� rAr . rt i t + +t�,ti i ,+ih•o 1'113L1 S f t z 1 FBF r} `gg,rj�°ysC!1 f I *P r 4 ANCHOR PLATE (12 GA.) f .,, v • IEv^ ` :+.,o;'tike`''`,vfiri,S,t r ` • - - p , �6 `�Ep pSEIZMK• F 00SEIZMIC. MATERIAL HAMLIN'• xr :yr _:.; ! s I �A'• Q�' 161 ENGIINEERING NG s: : LEVELING LEO - 11 GAF 995 Pomona,CA 91768 p5'. cls 341"O PAM T e 1 - 2"AI� NT - TN.(909)8694M •(909 PE�J961 F g 4 MIN EOM COZIER t�Arn,e� AG " ... . y w+ �T •e • ••• f. F E CALIFS LAST QEV B r -•�L a \ I t „ 1/A" . ': 1_\1;R A 11r 1%1>. CONTRACTOR$ )r ht 3 i r<� �Tt. 12-31-0C3 LICENSE NO Aa6,1�1 w"M'A`SAL E FATE-4a ATEN�: � h T BASE CONNECTOR • ••• o� Iuvnov GONDOU DETAILS i PLATE (2 A' -HOR gE0')PER ANCHOR PLATE 1�� RING LOCATIONS � - ,s' )) .t, +snl:`; 1N* ��✓r<4t r�r>3r rr��' - SEE tC• cW FOCI ANCHC' ( 1 ••• • .• •.• • AppF�Esg CAAVN•13 N Y9E° � � ,;,.?s r r�,r;� , ,r . . • TOYS R US l000d s 1 UPRIGHT 2 BASE BRACKET 3 ANCHOR •'• ••� •• 5' BA867RONT(20 GA.) 100IG Ro OR 9�VD 01-21968 .y .. .. Caatada Ave-ISM •• alIP20024M12 21 of 38 ,K,4nar.•.+» .. .,.,�,. t C(II liil it 11111 lllijt� 1 lIIIi111) Illlf Illi II11�1111 I) (11!11 NI 1111 II ( II I INI :Ill�lill lill�i(U I I ( I i ! 1 ( (),1111 IIII�:IL IIiIIIIII � � ( 11111!1t11111111I1 � � � {1III ) 11111�11111i I i O LN"T wife Z14!O 11Q I3 14 ! IA o I1211II1IH2IIsIa 27 III ! !!1131_11O r •. - - ' f r. t t .. . .. . Y^ -d .n• 'ts.y;, ,., .. ..r .wa.ca:,. 7 w. .,.,.:... .. :.. .�./�� .. ,. r<. „ ..."TM°i::u...�+.`.ywR --'i .�5...' �1:1:::1•,;ior_�`,•,�•,•.,. —.,ai.aw� –r._.r,.ue.d. .. - - fes;r 1 Y , �OS f 2 av { t t ATTACH 02 119.24 x 172"O 5 BOL F S • " GONDOLA UNITS i 519h 5/8" (SEE DRAWING NU of-21966 FOR DETAILS) DENOTES ANCHORING LOCATION 5118" . ' 1 11/th I� 4 l 1 2 " 45 TYP o � 1 0 00 0 511W 3,16" X3/16" a ®� .�. .�. •�• � - .— -- 3/18" tz 318" f 8 I 7/8' r ; 1" \A 1 E (SHELVES REMOVED FOR CLARITY) e 9 DECK CONNECTOR COLUMN TO BASE SHELF ATTACHMENT TOP VIEW (4) y 42 ' itI 4A1 ( 331K 1I%(; ( \\ SEE DRAWINU NO �_ 1.2111RH F(M 42 \ GONI)01 A DE I All S AND 7. * ' t COMIYIVE V1 i L 87fA I q � 1 1 . 875 31i 11; OHO[FS '110� 31 r _ 7 ) fl t 42 . 125 8 ANCHOR. PLATE 112 GA.) ---- 125 I 71 I SINGLE ROWS SHOWN I 1 125 �� 3 1/2" - 2" -- n 3112 23 % MIN EME?DMNI j • # GENERAL CONFIGURATION 1 NOTES: WIRE WELD 114" 1 SHELVING DESIGNED PER CH 22. OIV X Of 1 HF 1997 11FC WIFIL IAtELD BOTH ENDS 1 SEISMIC ZONE 3, H01 H ENDS j TYP (2)ANCHOR REO'D PER ANCHOR PLATE: 2 STORAGE CAPACITY. TVP SEE TOP VIEV/FOR ANCHORING l(CATIONS(') 3000 PER LEVEL.TOP LEVEL 1000 ALL OTHER LEVELS 3, ASI M A570 FOR SHAPE Fy=36,000 PSI(TRADE 36 BACK BEAM 16 GA.) 6 FRONT BEAM 16 GA. 7 ANCHOR 4 ALL BOLTS ILTI (UNLESS NOTED) 5 � � � � 6 ANCHORS HILT KVNK E101.t II OR APF'RCIVED f_OUAI_ICR(T af4627 6 SPECIAL INSPECTION IS NOT REOUIHED FOR ANCHOR INS ALI AI ION —— 7 CONCRETE 4'THICK x 2,000 PSI 8 SOIL BEARING PRESSURE: 1,000 P!3F ? ,,1� 1A 9 SEE DRAWING NO.01-2196D FCR FLF VATIONS fi„ j __ / 1iii V 1 516"\TYF / I YP, 140 j{� F fd) � ir'U1 A I 2 \ \ • u� EO F�kp �{� SEIZMIC >r I''e t �k \• c3 MATERIAL HANDLING ENGINEERING r, ' SEIZNA.,� ENGINEERING [ t' l c ` t a EST 1985 Port10rMAfl4I CA 991776681 TYF lA161'� Tel.(909)869-0969•(909)689 0961 TYPE DR�YN�Br A G nAtF 281CI1 LOLIER ZE F A C CALIFORNIA LAST REV er , E. DA . . �� - � .. '•, '1, CONTRACTOR. ApRYD By SALE FATEEN Sca[f N T`; 1 /. __•_; � ' T1IP. . I•XI'i1L�IIctNIL\1'L % 12-31-03 Lx,ENSE NO.065914 y " t;' f ' 511A � 0 '.: 119:�� .' ... .:. I �`' Or9CRIPt10N MULL-FUNCTION DETAILS w; t s,T4rf1 i1 a (TO GONDOLA UPRIGHT) — T) '•; ••, ••� •• •�• (Tn MULTI•FUNCTION UPRIGHT) Au�� 1'.. `(• ,• �1•ti� AN1�;rrl'':y k c -. ,�+«, • • TOYS R US#8006 f)RA1MN(;NU1,IEER h +r. 10065 SW CASCADE BLVD. 01-2196C RA CONNECTOR - TIGARD OR 97223 COLUMN 2 SUPPORT 3 BEAM 4 CONNECTOR • • • ' • r r Gas ' 1 3 B6,AM ,. . . . •a •rr ti�a �� iv , /' • . . •• Ca cab Ava.10044 '., • "• •• ••• 8UP2002-M12 2201 38 Nw"r.�fa}•5 ..A ,.u• ,.. _..,,..�»e � +,'u,•.�W •'Muns'U r.:�•up ONO 0:0(Illilililik I Boom it m 'lift ,, �.__ _ -_.___ ----- -.._.__.��.....-- - - •..•-•M.... +.�.� ,. � �w,+w•�ir++.�cprt rwtc� .a+rw.ew' t cm 111111opolllll1111111I'111111111In�11I�lIln�lll Il�n�tnlll t�nu�Iiu�I Ihullllul�uu�ll I� InI1nI�nIl1 n1�Ill�nn�llnllln� ulr uI lu I I II�IIII�ulll I �I I n II'I�I O IMfM �� ; 10 1I1 12 13 14 1e 117 1® IIp p 21 212 23 4 1114 >�0 27 RG 29 30 _ '1 � a.. .... ,, ,, ;air \, ..•'�64' ,, . .�, � ♦ H ,,..ani•� •_•� .' },..•.;, 1-. {,".' r _.1" ` .r 't 'u c' ... ...: x. , ".... .. ,.• ...-...,.. ... .._ . ...n w .....•.J .•_..__.:e1,� 1-_.-.._:.. _ ,_- -.. _. ... -_...C:_�._.�..-..a.u.�u..�_._.—_.._.�.•.--�.......�.-... ..._.-W..� - ted-. .r.w.�..Y�..-.,_�__.-_...-..�..:._.•_ lA' - Al i e'ry ,n q. BIKE GONDOLA PERIMETER WALLS 1 4A"• 1 48" 1 A„1 t 16„ t Ir I i T iI • SAAR Ox i 19" o 19-- 144" 9"144" 144" 144" • • smonow { f 19' lYF' 19" TYP 22" } i 1- 22" 22" 60++ i i 27" 48„ FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW SIDE VIEW DOUBLE SIDED SINGLE SI0FD SINGLE SIDED ANCHOR AT EVERY OTHER BAY, FRONT AND BACK +GONDOLA ELEVATIONS {{ { 96" -----� � 22"•34".44" I� ?2".22".44-.1930" 96" I I 48" 48 70�I .. b 01 -- I DIVIDE EQUALLY 114" 114" DIVIDE • } 22" EOUAj.LY 22"- 22" } 66„ }" a,'' FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW = DOUBLE SIDED DOUBLE SIDED ANCHOR AT EVERY OTHER BAY, FRONT AND BACK MULTI-FUNCTION STORAGE FIXTURE ELEVATIONS 18" - 48" Pip PR SEIZMIC NOTE: �`' SEIZMIC MATERIAL HANDLING NUMBER OF SHELVES ENGINEERING NOTE: WILL VARY 161 Atlantle otnet NUMBER OF SHELVES EST 1985 Pomona,CA 91768 WILL VARY a Tel.(909)969-0969•(909)869 0981 > 16" 11 18" q� �� TYPE LOZIER DRAWN BY A G DATF I 76101 CALIFMNLA E. FAQ LAST REV BY f)Atl ., CONTRACTORS APRYD BY SALE I� FAIEEN Sc AI I N T S FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW rlknl a nv unl l: 12 31-03 LICENSE No.665371 •• •• •• ••• •i• DESCRIPTION ' STORAGE RACK ELEVATIONS ••� ,•• ••� •.. • ADDRESS DRAW1Nf3NUMBER! • • • TOYS R US #18008 4. 01-2196D GONDOLA ELEVATIONS 1 :• : : •,_ j',, 0085 3W CASCADE BLVD TIQARD, OR 97223 kit .. .' Cascade A".10085 •'' SUPt002-00012 26 of u A � _.,moi N••.....p,...,, -..... -,.•(wt``Cr� r.,:�t+iaM�l:.,i�:#M.^.• ' .. .,.�a•.,.. .:as•�n'r.+•MI.'M,...•,w..r.-.:-.n,wro,."S:J.nsw--w:;•Ar•.- .., _„yq.��l.l '�i�•it:•-r2w as•'gOb•iaV. CRI III I, I 11 i II�IIIIII;II�IIIIII Il�llllllll�lll IIII� IIII I I�IIII IIII�1 U IIIIIIIII ( 1 I II{I III 11111 1 111 I li�llll III11111111 III}II II IIJI111lllJlllI < to rt f0 1 1 IQ 13 F4 le 17 10 Io i�0 21 22 23 4 25 2e Z7 29 30 � � • , �A - i,ur: r )- r• "'�1�,4•.o�f b�rp\ '1� 't 'i rv,, a'. ��: ��w �• ' a 5 , T Y'. tt ✓ }�'n`lµ� _��`�}}€��tr1��Yi sly�.�`t�`ik�'y�'.y`,��1�yY.}T",1,.� �il� ��, �,5,'�,, I lq .i.: qr` S�..r ',r ' II_ ✓�`, zv��, ins 4 +�w. 6' , 't+ 1'd� ' I °kJ ! , ,y °ii it V'J•7'1'. l 11 2y ) ': - n �. F ]�p.' Y' ,."+:i ohr � L � ,. 1. l 5 '� l 7`} 1' .Y`.x,' 1 J.� "'r.• .� Nt N ",• 11* 74 'Y r „ 0 TIM, " M � s v f � • GENEFOAL NO PROJECT TEAM Revisions 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE FOLLOWING INDIVIDUALS WERE TEAM MEMBERS No Date D tion �� ALL NEW CONSTRUCTION IS DONE IN ACCORDANCE INVOLVED IN THIS PROJECT UNDER THE DIRECT •''� WITH ALL STATE AND LOCAL CODES t ORDINANCES. SUPERVISION OF THEIR RESPECTIVE 1/1U/02 PERMIT APPLICATION 2. ALL NEW WOOD BLOCKING TO BE FIRE RETARDANT. "PROFESSIONAL OF RECORD"• IAN 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FIRM/CONSULTANT LEAD CONTACT PHONE # (�.�- 5 X002 THE SALES FLOOR CONFIGURATION, (GONDOLA 0s`•l(�, LAYOUT, ETC.) HATH THE FIXTURE PLAN (RFI) AnD OWNER - APM: TOYS "R" US VINCE PAOLICELLI (201) 802-5955 'TRU' CPM. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE CPM: TOYS "R" US GREG HERENBRUCK (209) 462-1823 CONSTRUCTION OF ALL INSIDE, OUTSIDE, AND INFILL STUD AND PANEL FIXTURE CLOSURES. REFER TO CONSULTANT: CASCO - (314) 821-1100 FIXTURE PLAN (RF1) FOR LOCATIONS, AND DETAIL 4/A7 FOR MATERIALS AND CONSTRUCTION. PROJECT MANAGER: CASCO LESLIE DERRICK (314) 821-1100 5. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND STORAGE OF ALL MATERIALS. COORDINATE WITH CIVIL TEAM: - - - 'TRU' CPM. 6. SALES AREA LIGHTING BY TRU VENDOR. G.C. TO ARCHITECTURAL TEAM: CASCO CARON STEVENSON (314) 821-1100 COORDINATE ALL OTHER LIGHT FIXTURES FURNISHED BY TRU k INSTALLED BY G.C. STRUCTURAL TEAM: CASCO hAJL MORGAN (314) 821-1100 ON • 7. CONTRACTOR IS RESPONSIBLE FOR ALL VINYL HVAC PLUMBING TEAM: CASCO JIM SNYDER (314) 821-1100 REDUCING STRIPS WHERE VCT MEETS CONCRETE SLAB AT ALL SALES TO PRE-SALES PASSAGES. REFER TO FIXTURE PLAN (RF1). FIRE PROTECTION TEAM: CODE CONSULTANTS INC, WILL SMITH (314) 991-2633 8. WHERE ANY SURFACE HAS BEEN DAMAGED IN ANY ELECTRICAL TEAM: CASCO SHAWN GRAVLIN (314) 821-1100 WAY DURING CONSTRUCTION, G.C. SHALL REPAIR TO PROVIDE A CLEAN, 'SMOOTH APPEARANCE. QUALITY ASSURANCE TEAM: CASCO CARL MUSIAL (314) 821-1100 9. GENERAL CONTRACTOR SHALL PROVIDE k HANG FIRE EXTINGUISHERS 8t MISC. ITEMS PER TOYS R US CONTRACTOR: TBD TBD TBD OPERATIONS DEPT. OR AS DIRECTED BY LOCAL FIRE DEPARTMENT OFFICIAL. OTHERS: N/A N/A N/A • 10. ALL CONTRACTOR MATERIALS ARE TO BE STORED IN CONTRACTOR SUPPLIED ITEMS (C, S, 1 *j CONTAINERS OUTSIDE. 11. ALL LIFTS ARE TO BE STORED IN CONTAINERS • OUTSIDE. • 1. VCT TO MATCH EXISTING (G.C. INSTALLED) 9. WALPACKS (IF REQUIRED) (G.C. INSTALLED) 12. THE NEW APPAREL AREA SHOULD NOT BE USED • TO STAGE FIXTURES OR CONTRACTOR MATERIALS 2. VINYL COVE BASE (G.C. INSTALLED) 10. MASTIC (VCT k CARPET) (G.C. INSTALLED) Drawing References DURING ANY PORTION Of THE REMODEL. 9 3. PLUGMOLD (G.C. INSTALLED) 11. TOILET ROOM ACCESSORIES (GC, INSTALLED) 13. REFER TO SHEET Al FOR INTERIOR PARTITION TYPES. 12. BOX CORNER MATERIALS (G.C. INSTALLED) 4. ROLLING FIRE SHUTTERS (IF REQUIRED) (G.C. INSTALLED) No Drawings 14. UFT USAGE TO BE ONLY IN CONTAINED AREA, 13. TRUSS FRAME CANOPY (ALUM./STEEL) (G.C. INSTALLED) SEPARATE FROM PUBLIC. 5. BUMPERS (IF REQUIRED) (G.C. INSTALLED) 15. G.C. IS RESPONSIBLE FOR VERIFYING SEISMIC 6• CORNER GUARDS (IF REQUIRED) (G.C. INSTALLED) 14. PORTAL (G.C. INSTALLED) ANCHORING REQUIREMENTS PER ALL LOCAL CODED. G.C. TO ANCHOR STORE FIXTURES PER GONDOLA 7• ALL EXIT AND EMERGENCY LIGHTING REQUIRED (G.C. INSTALLED) 15. COMPOSITE WALL PANEL SYSTEM (G.C. INSTALLED) STORE 8006 MANUFACTURERS RECOMMENDATION. NO * S. REDUCER STRIPS (G.C. INSTALLED) 16, ALL SIGNAGE TO BE HANDLED BY SIGNAGE VENDOR, UNDER SEPARATE PERMIT. 17 IF EXISTING SPRINKLER SYSTEM. G.C. OTBE MADE TO O PROVIDE SHOPS QMER SUPPLIED ITEMS (O.S • I • DRAWINGS TO FIRE DEPARTMENT FOR REVIEW, 0065 SW CASCADE BLVD . APPROVAL, AND PERMIT. 1. CARPET (G.C. INSTALLED) 10. HVAC EQUIPMENT (IF REQUIRED) (G,C. INSTALLED) 18. IF MODIFICATIONS ARE REQUIRED TO BE MADE TO THE 2. LIGHT FIXTURES W/ ATTACHMENT BRACKETS 11. TOILET PARTITIONS (IF REQUIRED) (G.C. INSTALLED) EXISTING ALARM SYSTEM, G.C. TO PROVIDE SHOP (SALES AREA ONLY) (G.C. INSTALLED) DRAWINGS TO FIRE DEPARTMENT FOR REVIEW, 3• TRACK LIGHTING (IF REQ'D) (G.C. INSTALLED) 12• EXTERIOR SIGNS (G.C. INSTALLED) OREGON APPROVAL. AND PERMIT. IGARD , 4. VALANCE LIGHTS PLUS LAMPS (G.C. INSTALLED) 13. CPU SIGN (IF REQUIRED) (G.C. INSTALLED) 5. FLUORESCENT TUBES (SALES AREA ONLY) (G.C. INSTALLED) 14. POWER POLES (G.C. INSTALLED) • 6. HORTON DOORS (IF REQUIRED) (G.C. INSTALLED) 15. WIREWAY (PLUS 40 DEGREE CONNECTOR, IF REQUIRED) •r (G.C. INSTALLED) 7. IMPACT DOOR'S (G.C. INSTALLED) 16. REGISTER CUBES (G.C. INSTALLED) S. ALL WOOD COUNTERS (G.C. INSTALLED) 9. BLUE FLOOR TAPE (G.C. INSTALLED) INDEX OF DRAWINGS1CB0 NUMBERS DRAWINGREVIEW ACKNOWLEDGMENT: THE UNDERSIGNED INDIVIDUALS HAVE REVIEWED THESE DRAWINGS AND ACKNOYW.EDGE THE SET TO BE ACCEPTABLE BID DATE: -1/1 0/02 NER-258 METAL STUDS - UNI-MAST AND REFLECTIVE OF EXISTING CONDITIONS, SUBJECT TO CORRECTIONS NOTED HEREON. IT IS DESIRED THAT THESE ER-2146 HKT-14 KWIK-BOLT CONCRETE ANCHORS - HILT), INC. CORRECTION MARKUPS BE INCORPORATED INTO THE DOCUMENTS ALONG WITH ANY REGULATORY REVIEW COMMENTS CADD NAME: 632A00 PROJECT NO,: 802632 ARICHITEMURAL ER-1635 HILTI LOW-VELOCITY DRIVE AND PNEUMATICALLY DRIVEN FASTENERS - HILTi INC. RECEIVED DURING THE PERMIT PROCESS BEFORE RELEASE FOR BIDDING. DRAWN BY: RMT CHECKED BY: CMS ER-4627 KWIK-BOLT-II AND POST NUT KWIK-BOLT-11 - HILTI, INC. PROTOTYPE DESIGNATION: 2002 REMODEL- 02000 __ AO COVER SHEET E1.0 EIEC�TtICAL SYMBOLS ! NOTES ER-'1820 ►HEETROCK BRAND WATER-RESISTANT GYPSUM PANELS - UNITED STATES GYPSUM CO. SIGNATURE DATE FIXTURE REVISION II' / DATE CHICAGO, IL C1.0 SITE PLAN (EXISTING-FOR INFORMATION ONLY) E2.0 RAGING POWER PLAN ER-1602 SHEETROCK BRAND REGULAR AND RESILIENT GYPSUM PANELS - UNITED STATES GYPSUM A/E 131,0 DEMOLITION FLOOR PLAN E2.1 LIGHTING PLAN CO. CHICAGO, IL RFI REMODEL COMBO FIXTURE PLAN E3.0 PANEL SCHEDULE ER-5117 SIMPSON STRONG TIE CONNECTORS WOOD HANGERS AND FRAMING ANCHORS APM KI (FOR INFORMATION ONLY) E4.0 RISER DIAGRAM ER-5224 HILTI HCKB KWIK BOLT CONC. ANCHOR A1.0 FLOOR PLAN, DOOR SCHED. ! DETAILS ER-4815 HILTI HIT C-20 AND HIT HY-20 ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY CPM 9QR@� A1.1 TRAVEL PATH/EXITING PLAN NERER-54099 SH LLER32 DRYVIT ASPMA45SAND SPM-60YSTEM 4000 DSINGLE PLY IRECT LIMEMBRED ANESS ROOFING IOR FINISH ySYSTEM ST.YSTEM L IS. MO ROAD A2.0 NOT USED ER-5454 ITOCHU BUILDING PRODUCTS CO. INC. ANAHEIM, CA SELF PIERCING AND SELF DRILLING/SELF AFTER MARKUP AND SIGNATURE, EACH INDIVIDUAL SHOULD FORWARD THIS SET TO THE NEXT APPROPRIATE INDIVIDUAL ST. LOUIS, MO 6312 A3.o ENLARGED TOILET PLAN & SCHEDUL.ES TAPPING SCREWS. THE LAST REVIEWER SHALL RETURN THESE DOCUMENTS TO THE ARCHITECT. IT 13 INTENDED THAT THESE REVIEW DOCUMENTS BE RELEASED ANU ROUTED CONCURRENTLY' WITH THE INITIAL_ FILING FOR PERMIT AND THAT THESE ROUTED PROJECT MANAGERS A4.0 NOT USED MARKUPS BE RETURNED WITHIN THREE WEEKS TO ALLOW INCORPORATION ALONG WITH THE FIRST PLAN CHECK REVIEW A5.0 NOT USED Professional of record AND BEFORE BID RELEASE. A6.0 NOT USED procticirg as an individual. A7.0 INTERIOR DETAILS A8.0 ENLARGED PLAN ! SECTIONS A9.0 NOT USED N2M- THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW 11 RFIA IN-RACK LIGHTING POWER i MIS PLAN MANUFAICTUREENCE SNAS THEIRLY AND ) SOLE DESIGN CRITERIA WITHOUT VES NOT INTENDED FOR USE BY PRIFICATION EACH ONENT DESIGNERS OR IIaN 1 ��, (PROTOTYPE-ISSUED FOR INFORMATION ONLY) CITY OF TIGARD DESIGNER AND/OR MANUFACTURER MUST INDEPENDENTLY CONFIRM ALL CODE PROFESSIONAL Approvod. . .......................... CRITERIA MATH WHICH HIS ELEMENTS OR COMPONENTS MUST COMPLY. INCLUDING BUT Conditionally Approved.. ......................... NOT LIMITED TO LOADING, APPLICATION, FUNCTIONALITY, ETC. PERFORMANCE OF RECORD: •••••( ) CRITERIA PROVIDED ELSEWHERE BY A SPECIFIC DISCIPLINE SHOULD BE REGARDED AS JAMES C. ALBER TS #10 For only tho•;o as uescnLmd in: THE MINIMUM STANDARDF ACCEPTABLE TO THE CLIENT. EACH SUPPLIER MUST PERMIT NO �dj�f�-�¢�,[_Z EVALUATE THESE MINIMUMS AGAINST SPECIFIC INDUSTRY STANOARDS AS WELL AS 3i4-821-11OL0 See L to.Fv uw ......( ): CODES, LAWS, ORDINANCES, AND UNDERWRITER REQUIREMENTS GOVERNING HIS ch 1.404?a`y. . . //►►.�� PRODUCT AS WELL AS OWNER INSURER REQUIREMENTS, AS APPLICABLE. THE MOST Jo dd ^��✓_ /rV STRINGENT Of THESE CRITERIA SHALL GOVERN. Ply __Dale: -e e z_ w . ss JTSUMMARY AGOUNT111P.All. IL . JOIN1� SYMBOL LIEGE STORE LOCATION MAP CODE ATA National02Chestnfice d e Road KRU KIDS R US JOB NAME: TOYS "R US o Montvale, NJ 07645 A.F.F. ASQVE FINISH FLOOR " . ASPH A�FIALT LAM, LAMINATE I I D. OCCUPANT LOADING: KK BLOCK LAV. LAVATORY A _� SALES AT 30 SQ. FT./PERSON 1125 (201) 802-5900 ' L.P. LOW POINT PARTITION TYPE IDENTIFICATION a Zb LOCATION: 123535 SE 82nd AVE. BLK'G BLOtKN�G CLACKAMAS. OREGON SECURITY RM., PRE-SALES AT 300 SQ. FT./PERSON 22 MAX MAXIMUM MISC. OFFICES, BREAK RM. ETC. AT 100 SQ. FT./PERSON 71 This drown is the Exclusive Property of MTL METAL �� "�T A. BUILDING CRITERIA: g p y pN CEILINGMINIMUM 1997 UBC W Oregon revisions 4/2000 RECEIVING AREA AT 300 50. FT./PER PERSON 4 BUILDING CODE: / e9TOYS "Fl" US. ' The information shown may C.T. -UP M.O. MASONRY OPENING DOOR NUMBER IDENTIFICATION ® 210 MECHANICAL CODE: 1997 IMC W/ Oregon revisions 4/2000 TOTAL PEOPLE 1222 not be used nor the Drawings Reproduced CERAMIC TILE CONIC, COlICRETE N.I.C. NOT IN CONTRACT ELECTRICAL CODE: 1997 NEC W/ Oregon revisions 4/2000 without permission of TOYS "SI" US. jr CONT. CONTINJOUS N/A NOT APPLICABLE B E. EXITING REQUIRED: PLUMBING CODE: 1997 UPC W/ Oregon revisions 4/2000 4. C.J. CONTROL JOINT N0. NUMBER 10 FIRE CODE: 1997 UFC W/ Oregon revis:ons 4/2000 SALES k MISC. OFFICE AREAS 1196 PEOPLE X 0.2 239.2" ON, DOWN aC• ON CENTER SECTION IDENTIFICATION LIFE SAFETY CODE: 1997 UBC W/ Oregon revisions 4/2000 PRE-SALES, SECURITY RM. k RECEIVING AREA 26 PEOPLE X 0.2 - 5.2" Location T DIA DIAMETER O.H. OPPOSITE HAND 1 1 WARD, OR DWG, DRAWINGIETT ACCESSIBILITY CODE: CHAPTER 11 244.4" ,,. f3PN•G OPENING ,� 1997 UBC W/ Oregon revisions 4/2000 TOTAL REQUIRED E.F. EACf! FACE P.B.C. ��NG CONTRACTOR 217 BUILDING USE: RETAIL SALES SW CASCADE E.W. EACH WAY PIAS LAM. PLASTIC LAMINATE �;)^UPANCY: VW GROUP M (MFRCANTILE) � CIASCIADE ��• PL PLATE T��ICAL DETAIL DESIGNATION F. EXITING PROVIDED NET EGRESS WIDTH E.W.C. ELECTRIC WATER COOLER CONSTRUCTION TYPE: TYPE III N (SPRINKLERED) E. ELECTRIC �� PLYWOOD TOTAL BUILDING DOOR N 1 k 2 67' Drawing Title ELC ELECTRICAL CONTRACTOR RAO. RADIUS DETAIL NUMBER AREA: (Inside Face Of Walls) 43,100 S0. FT. DOOR / 3 h 4 67" ETR E»1NG TO REMAIN W.CL.QPI- REFLECTED CEILING PLAN � DOOR N 5 45" EMSr ENS111 G IRM REQUIRED B. ALLOWABLE AREA: ODOR ,� P. 10 k 11 • 33' LE 99" COVER S Exp. EWAkVM STL. STEEL SHEET WHERE ^ SHEET WHERE SW CASCADE BLVD. 12,000 SQ. FT. TOTAL EGRESS PROVIDED ! SALES FLOOR 278" F,P. FV04WW a Ur- .- ••• BASE AREA: " UNLIMITED .AREA:/AREA INCREASE UNLIMITED DOOR / 7 t 17 33� sL►sP. cxa _.�rENOEO cETllhlc+ DETAIL IS CUT DETAIL �9. • „ 41 t Fes• • • e•SHOWN •+ 000R N 6 Scale ate .,• '- w. ) T.B.D. TO BE DETERMINED 210 DOOR N 6 # 14 ti�q r OA GAUGE T.O.F. IOP OF FRAMING .. .. ... ... oolare ooNrnAcmR T.as TOP of STEEL AS NOTED 1/10/02 r }4 OALv. CONT ACCO 7.111 TOYS �+ � 1 C. BUILDING a Of Wills) 43,100 S0. FT. TOTAL EGRESS PROVIDED THROUGH Pf;E-SALES AREA 389 • gar �, _;, 0. �� . �� ••• ••• •• TQ.� .R US - TOTAL EGRESS WIDTH PROVIDED Sheet No. f SALES: 33,738 SQ. FT. M.III. itrollr wttAL t►.aN. LJIiElS oT►IERwIaE NOTED ••• t t •.' •. •10065 �W CASCADE BLVD. °° OFFICE: 616 SQ. FT. G. MISCELLANEOUS lig!►• TNI PW V.C.T. VINYL CQAP09110N 1N.E ••• ••• ••• •• BC�AFIOX OREGON SAN eR,ra 6.498 SQ. FT. FULLY SPRINKLERED 0 PRE-SALES. SECURITY RM. (Ground Floor) 4r AO )IFN VIZI" r 4t CONIRAC" W/ WHIT � MISC. OFFICES, BREAK RM„ RESTROOMS ETC. 1,046 SQ. FT. TRAVEL DISTANCE DOES NOT EXCEED 250' "M 1 C�" fes, wow .. . . RECEIVING AREA, POWER RM. 1.200 SQ. FT. 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PICK— UP of s/�N t r a A�, c�•�os�., .�� L> �sL.A�o N W �•/�MATIN fit,/ --- - . - o T roto voa s A AW^4.Y V" ` ,y 70• S 4 ' tr M �� l j.IULwA1p, REINFORCED MATH a ONLY — — /.>w�Itio -.; N; , :;' _ `P`' V 464 S M c, - lVC'W 4-J414 (ro MAR"V4 L ✓ El(TF:NULU 21' INTO SIDEWALK I6 REII/F. -Z.,.,.••' BARS(CONT.) '� _ I •�. / 4• AGGREGAiE ! r ' GAi:T 4W�S • �t O G 5 s >•r� r ��Y ��s jLyr y CONCRETE WALK SECTION SIGN DETA E T (.� � . '� M ; !••-r- �, ►. . :�• ' �s.,r o opt � va's 9 � � , � . ih R+i1M A.�►�4►r' �IltlM✓/a� `v � 0 I 1 S/ ��r_ I 1[NAMf 510 r•iU.y ; - T� R AIN Xt NCATE; H�HII'1'ItAGTIDAt SN�t. cLeaN - l9 - -- --- - - INCL To NG ^) x4r Awr A68. 1.T`, 1 GAA &^6W OSHA p E,cCsl6c Ac;#0v 4ACfs[N/ p � r v. \ YULow 1 Ri!'/•►mir A44 LTL' Pos-W 4M MAY, - RT:oA�rAv4L SH+w+'� - h nnl� �� grE�On/ i4m, �_.-�..� �_. ._' _._�.3 -•- -�, u /Jt ISI/ 4 R�►Dr! / I �x RL Iti�ra R A*/ GAP . , .•ca.c Hw g 1 0 Cosy CT ym ! i AV-14A L,T S WA • e>,o � �t.IL, d i a o - - r TNR ACIOILP ISI. I 440 MW - pow ,O pmq Drawin Referenm T O YS USS LS TOR F � 9 �I VQRIX 7C.-A71o,� �� o cR�r>r�s M�'a oN�� TOOL SCORED EXPANSION q INT - TAI .J. JOINT DETAIL (S.J.) JO DETAIL (E � � 2 l�/gut �, 6�, /e'►.O�O y � 17, a 1- /' - --- ------ pri.oW sA�►./__ NOTE M/�TG 11 F_ ,�, JOnJT SrA<.�alG ^TT�RI�/. A. � � A 0417 laA (M�� to•4.0) Rope > ilR � Gd c.'r+1lTI� CV/fL�gi, 1a ��; s LAW IRRIGATION SYSTEM SPECIFICATIONS Q (.) PRONDE LAWN IRRIGATION SYSTEM CONSISTING OF SPRINKLER (G) ALL CONTROL VALVES SHALL BE INSTALLED W OONCRETL, /� J / s� 4 HEADS. BACMOW PREVENTION. At, .A1ATIC CONTROL VALVE$ FIBERGLASS, OR CAST IRON VALVE BOXES VAiN HEAVY DUTY. 9 'I /VO H /�' OW/7 IVIrW �.S ♦LT AAV/ASK � T11�p� AND RELATED P1PWG AND ACCESSORIES FOR THF. YARb VANDAL-PROOF COVERS. SET BOXES FLUSH WITH FINAL GRADES 'J' • N - - I (TMA a AGESI --- • AREAS INOICATf.D ON THE DRAMANGS AND AS REOUIRED TO COMPLY b Q 1L, ? !PQ• R Q 1 /� 4 AY it ALL e ' Q WITH LOCAL LOBES AND REGULATIONS. CONTRACTOR SHALL PAY ALL (H) BACKFILL. SHALL BE CLEAN MATERIALS FREE OF ROCKS LARGER THAN y Ste•. � SN• 1 ONE-nMQ FEES 1:ARGES RELATED TO THIS WORK INCLUDING 2" AND SHALL Of COMPACTED TO PREVENT NOTICEABLE SETTLEMENT LA�,3 PC /AL�*A 46 I N�►u/ /°i'W.T GU� WATER SUPPLY MrTERIW COORDINATE WIN THE WATER AND IRREOULARInLS. h (� A�.�. Pel t/M�'T!q L A NOsi�•Ai i KR 4�- AAa41f 11�T yp. r- P&A /Jlf COMPANY AS RE FOR SC RV10E ARRANGEMENTS. LAL.i• nl IRRIGATION CONTRACTOR SHALL PROWUE ALE WORK, INCLUDING All (1) AL1- CATLMIUR INNING SHALL BE DIRECT BURIAL CABLE OR r I*A 7wE /A!/<pATUOA j SP#C,, / • K /� �x �SI�WA47' P POWER AND CONTROLMIRING, T13nrRc, ADJusnNG, ANO START UP SHALL BE W SCHEDULE 40 PVC CONDUIT MINIMUM MARE SHALL BE AS REQUIRED FOR A COMPIFFE. PROPERLY FUNCTIONING SYSiEM. iB GAUGE FOR LOW VOLTAGE CONTROL WIRING VAN S11E INCREASE `� �� FOR LONGER RUNS AS REQUIRED TO LIMIT VOLTAGE DRUP FOR PROPER F Y �' ` (B) S•RINKLIJI HEADS. CONTROL VALVES, AND RELATED ACCESSORIES L1tENAiiON. PRUViOf 120 VOLT POWEN SUPPLY 10 ntl CONTPOl1FR. L ' t �CIt.zs►>t (p .! SH/1l1 BE AS MANUFACTURED dY TORO OR EQUIVALENT APPROVh7p BY MOUNT CONiNOLLIJR IN iNE POWER ROOM OR LUCAiION AS DIRECTED _ -__ _____ THE OWNETS REPRESENTATIVE. INSTALLATION SHALL BE AS BY THE OWNER'n REPRESENTATIVE. �QD / 7/O Li, / DESIGNED AND RECOMMENDED BY THE MANUFACTURER'S AUTHMZED REPRESENTATiVE AND SHALL BE PERFORMED BY A COMPANY 4 _ SPECIAUIWG AND UPER4ENG� W THIS TYPE OF WORk. (J) PRIOR TO W45TALIAi OH OF SPRINKLER HEAD ALL PIPWG SHALL FM/ ISL. AFL l 71__ - - BE THOROUGHLY FLUSHED AT FULL FLOW AND PRESSURE. AFTER 4 / At A /i �4T vl i, /no M^W.W �.� t +W 7W,y /T. OV sLO% UP (C) MIAl1:R SUPPLIES SHAD BE TAKEN FROM THE UNDCRGROIiND SON FLUSWNG ALL PIPING SHALL BE PRESSURE TESTED UNTiL PROVEN / WATER SUPPLY MAW Whl S�ARAIL METERING)) 11F4LES5 REQUIRED LEAK-FNEE. FLU.'HING AND PRESSURE TESTING SHALL LTE GP-OIROINAIED % M ffC ��i4�t'L s Q/�4Hu OTHERWISE BY LOCAL CODES AND WAl13R COMPANY REGULATIONS. MATIN INSTALLATION OF PLANTING TO PREVENT DAMAGE TO BOTH i _ $yi ArIAW.)' A4.494 4.• /A ,y CON ACTOR STALL PROMDE ALL WORK AND PAY 0I;L--1,ME FEES PLANTS AND NPINC SYSTLM- I I - AND ASSOpATED WITH THE IRRIGATION SYSTEM WATER • SId�W �.K / ! i 4.1Er—_ _' J - SUPPLY SERVICE, PROVIDE BACICFIOW PRE�IENTIDN AS REQUIRED TO (K) AFTER SPRINKLER HEADS AND PLANTING AAE INSTALLED. ADJUST . •� ��M J,/ >� WIO P/�,N7 L7 (RR COMPLY METH LOCAL COOES. ALL HEADS FOR OPTIMUM COVERAGE AND COORDWAIION WTH L I `! WNT NGS. ADJUST ALL VALVES, ALIGNMENT$. AND COVERGE FOR 4 (D) SPRINKt.ER HEADS SHALL BE TORO SERIES 570 POP-UP SPRAY OPTIMUM PERFORMANCE FOR FiNAL APPROVAL BY THE OWNER'S r' � 4 R.AG I HEADS OR APPROVED EQUIVALENT SELE, D FOR THE FLOW AND REPRESENTATIVE- , - - -- -! -- - - - - - AF�pV�� PAITTERN REQlnREO TO PROVIDE COMPItIE. OVERLAPPING COVERAGE (L) IAWW IRRIGATION CONTRACTOR SHALL RECOMMEND AND SET THE • -� — _ �"' — —' '"- — -.__—_ _ —_ OF THE AREAS TO BE IRRIGATED. I � PROGRAM ON THE CONTROLLER. PROVIDE TYPFMAtI1TElH DETAILED (k -+, 4, E Td ow IN I 5 , (E) EXCEPT AS OTHERWISE REQUIRED BY CODES MAIN SUPPLY PIPING OPERATING INSTRUCTIONS FOR THIS SPECIFIC SYSJEM AND LIVE + SHALL BE SCHEDULE 40 PVC VAN SOLANI CEMENTED JOMiTS, AND VERBAL OPERATING INSTTIUCTIONS TO THE OWNERS d•01ATING �`'� BRANCH PIPING SHALL BE SDR 25 CLASS 160 PVC 1120 AND/OR PERSONNEL -•-� _.__ (l SECTION TSC ANO/01111 LOCAL 6&WS. TMILEAL5D ADAPTORS AND N) CONTRACTOR SHALL PROVIDE LAYOUT AND SHOP DM FOR ~ 11IEI1I N,G, S/Glrl �r V *WADED PIPE FOR PVC STALL BE SCHEDULE BO MINIMI M ( APPROVAL BY STATE AND LOCAL BULDWG OFF1a, S AMC OR OTHER CAM NA�: /I/A/1•'t'O <:0.VC Af, t �T (�Y/� . Aww 11^1M?''*57 11.4, W ll49Gt. 570 L* SOLVENT FOR PVC JOINTS SHALL BE Nei' APPROgIJ AND PER PIPE AGENCIES AMU CASCO CORPORATION. CONTRACTORS SMALL OBTAIN /-/Z/� s/►La/Ci/7 I r>tE�AOY/ rl< W/ 371i//� SYM«T<. STI�II�Id GONG, MANIJ�ACTUF4WS RECOMMENDATIONS. MINIWUM PIPE OZE SHALL AND PAY FOR ALL NECESSARY PERMITS AND APPROVALS REIAiED TO A �'M�.. �.��M JT�irE+f I �L�I//pt vv S/pip/ IL/t w/ (Tye ` PLAHs POS) - 1 Y• THIS WORK AND SUBMIT OOPIES OF &AME FOR THE 011NER'S RECORDS. r7y/0/c.,t) SILae110 ,IoyAIr.4 �* 9 o.&4 H CTYOO, Co A46A C`t� __ WVM pm!oT [ OE'lalAIM - (T YR *^• 90400*9 si"WA IIIN -- _ � (F) TME WRIST N w SHALL BE zoNm As INC. REo S TEM THC MOST uY+OUT AND P,PE s1zWa. THE YYSTEY I Or SHALL BE DESIGNED AND ZONED 11D BE L 04PATIOU WITH A MAXIMUM ! I I I G 11uHT FLxT. OF i-1/2 WATER MF1ER SIZE. UNLESS OTHERWSE APPROVED BY I Ry Tr:./ /NST LrTLL ` hRE: OIN4E71•S REPRESENT+TiVC. Ii _ Ll IV «IJ 'Rc-x 1 s7:4 [1 3es, !�- orAl Tv y1+rIHL► car YA of IJdT twd7/t�.t'R S/+��..e•. /`ld'T ^LTER HNT¢ !f ILt� (o'� 4 h SJ�MRT SNple w VN �VL4 oC/rT'AR ASi�ilA#. r (MAX. f pm"10axiso SRAr. 3 IP'Ti) /u jr .� � .r c .,,•�A>� v . .v � I� � HSN C•Klss) .:u�re 1� � N G J I' I >K / s " G OFESSIONAL OF RL-COM) p, C It �� i r r�/c.,c � HATE ASA A t.7/c c�/G. ^�IhMF3r A 1 Ot = 314-021-1100 J a CWRACTM SHALL.APPLY AN EMULfIPIm ASPHALT N O Q SLURRY MAL TO THE ENTIRE TRU PAM3AENT AREA. I � S TQ�E 8A S E CAM • h — 'O 'r THE SLURRY SEAL SHALL BE APPLIED MATH A MINIMUM � 1` M S i THICKNESS OF 1/4 INCH LY A SELF CONTAINFD. CONT-- 1 0 ��Ana4S SHALIMEEr T"E�H/ALT INSTITUTE�SPM � SOLD S u6rajl+�SLr ' • r� FOR A TYPE u SLURRY. � I PRIOR TO THE APPLICATION OF THE SLURRY THE Fier L E SS+ii+� A HI,Aa L>f 4 hrF 8,&S@ O R ' f I\ NOT W�tT�EDNa TR 70Tu0 i 0 DIRMII, SUS OF SPACES,, ORVE SIZES AND LOCATKIl1. 7"b��oo�.ea� mea �14LD 4pwocTao Ik WMIPWO SCR. WVIDUAL Row OOUNT. M AFTER THE APPLICA7M OF THE SUM SEAL. THE PAVEONf THE ON PATTOW *I IfirmThRN SHAM RE3TPtF'ED PER (2NAL O r a C 4(, t4!V*4r, NI X111 Il•w A ,� SECT / ® �/ ate. V - O°N1RWRV MAY PiVM AN N LMIEJu V. TIC FUt O 1 .281MTAR t AL �� APPL•YBIG ooA1 T Sl•�i1tY sm NoT6,' Ajltawaar /dAd//►4 woor" GA1.1.4'O O ` iS '�'� "'� '"♦ 11IIFIITE: .xTlbd k baolLWoLAW. A#4Y Qoa �N4 Wtm%MA�ILo~aA11-16 QEOfF1WY • �� BLUE: 6)IRTLb01 11Md �C�IsT'QVc T/On/. +� e• ANy TIWL`MC.M/N4 `-IF-' LtNn A b0lItl6F 1111� ow" • ve EIrMriM1A P"""ty 81 �[ w qr J70 w. r leo I! u TILR T/ES. TOY$ W IA. NM hftm " MwtA IM/ p!I 4 7WAT OWNS 40LCW A�1 �t 11M/ As► iMof wowmp Im 'i�MrM/ — - - UL AAIA. ROAD /wrMwM&� ,D. 6' Locatlon 5, _ 5� i�• SIGN SIZE. 1Z' x 18' NEW ASPHALT , YI -- - -- --_ -__-- -- ------ -- A R R NOTE: RECESS PINS BELOW TOP OF WHEEL PAVING , � � / r �- DIA. HOLE STOP 1/2` TAPER ASPHALT STAN OiSAMJED PANNG 4 � G 9 '. I I , I• Ora114In ILII• RIoplllntvPOWT �' �, y BLDG OR 8" ----- 3/4' DIA. X 242 L. STEEL µ B. F — - . ANCHOR PINS (2 REO'D EMT. PAWL ' • y• �� PER WHEEL STOP) ____ ,�.-._--_-_ .__�__�I VAN I '.. .. u (�) /3 RODS II -SIGN SIZE: 122 I A' ITE PLANi� '' I I I I SPACE ONLY) PPME A MIN. (S 1, Z �� • CRIi�O OR CUT TO II A (• IAN ACCESSIBLE SCOL �t. , PPA Ja K 4 ApAorl^ U__4 (1 ELEVATION— SOS II 2 TFSQUESS OF NEW PAVW / 30 C . . Shoot no. ' • • DISABLED -PARKING SIGNAGE SECT. ® TAPERED ASPHALT !s � 1 tA#�K I HN� A�t(0 I " - 3 IT? • O .w— : w a CONCRETE WHEEL STOP DETAIL W SCALE 19-00 f + `,� � .•: ••, MO SCALE MOUNT M REQ'D PER LOCAL OR • • • Cascada Ave.10065 •lot- • • • •• BUP2002A0012 .. - i 25 aR a6 - ,,'�• .1.. ..., � .. .. , .. i � � 1 r. .......«...w..•+rwr^ ..-...-_ -...... -_ ... , .. .--_....-...—»•.-••,••_w ` .., .. �,• ... -. „.-.w. +. .... .:. .. .. - v,.�Ya yw'M '.Y. »♦ k. .. \. ..i l.....l�.i m f ! ! I ! I I II I IIIiiIIiIII111 I �� II � I it ! illll , ,#I•: I 1 r 1 IO 11 iii' i 14 le 1 iA to 2Q 21 22 23 214 2S 28 27 28 2S 30 {ILLI " 1: r'a-:'ti!'n .�71: ., ��,',. �; , •�1i: "2• r.. ''�� iI7, ,Cn. .yv�i 61 , -. is 1. • :' i:. t u 41 GENERAL NOTES EMOUIDON NOTES, DEM OLIT10N LEGEND: Revisions • No Dote) Description A. THIS DRAWING WAS CREATED USING THE ORIGINAL EXISTING FIXTURE ATTACHA:ENT (GONDOLA) CHANNEL k PROTOTYPE OR SPECIFIC PROJECT DRAWINGS. ALL HANGER RODS OR PLATE TO REMAIN. 1/10/02 PERMIT APPLICATION THECONCITURRENT IONS E VEL OF RENO ATIFIELD IONS AND UPGRADES.FIED BY G.C. TO �SS NOT USED. - EXISTING WALL TO REMAIN 1 2 2.5 3 3.5 4 4.5 5 ) Iv , -_---_-- EXiSTING WALL TO BE REMOVED B. THE KEYED DEMOLITION NOTES THAT FOLLOW ARE BASED ON J ALL IDOSE WIRING NOT IN CONDUIT THAT HALL BE EXPOSED THE ORIGINAL DOCUMENTS USED TO CREATE THIS DRAWING, IN EXPANDED SALES AREA, SHALL BE IDENTIFIED AND EXISTING DOOR TO REMAIN ___ __ - __- 142- • '-6" DISCREPANCIES ARF: TO BE COORDINATED MATH THE REMOVED OR RELOCATED. IF REQUIRED TO REMAIN, WRING �- - -- _ - - t - ARCHITECT AND/OR THE TOYS 'R' US CPM. THE CONTRACTOR SHALL BE ENCLOSED IN CONDUIT AND PAINTED TO MATCH . t _--24'_tU' 23-5' _ 23' 5' 21' S' 25' S" 2a' a 21'-6' 24'- IS TO VERIFY THE EXACT CONDITION, AND PERFORM THE EXISTING CEILING. (VERIFY W/TRU CPM.) REFER TO �� EXISTING DOOR TO BE REMOVED fi- ---- �- .._ - ------ - APPROPRIATE AMOUNT OF WORK REQUIRED TO COMPLETE THE ELECTRICAL DRAWINGS. --- - TASK. I I I I 4 NOT USED. C REFER TO THE ELECTRICAL DRAWINGS FOR ADDITIONAL PHASING NOTE• DEMOLITION ITEMS. PATCH AND RESTORE CONSTRUCT1011 AS 5 REMOVE EXISTING PARTITION, AND/OR DOOR, FRAME, AND REQUIRED FOR THE INSTALLATION OF VARIOUS ELECTRICAL UTILITIES. SEE PLAN FOR EXTENTS. -- -- -- ---- 1- ------- _____-_ -__ CONSTRUCTION ITEMS. VERIFY k COORDINATE OPENINGS WITH H -- - - - - --- - --- -- __- _ ----- THE ELECTRICAL CONTRACTOR. REFER TO PLANS FOR 6 REMOVE ALL ABANDONED CONDUIT AND JUNCTION BOXES. CUTTING AND PATCHING. PATCH ALL DISTURBED AREAS. DEMOLITION SHALL BE COORDINATED AND A PHASING PLAN rBALER� 1 1 7 NOT USED. ESTABLISHED TO ALLOW FOR THE STORE TO REMAIN OPEN I I I V - A I LJ DURING REGULAR BUSINESS HOURS THE G.C. SHALL BE I / EXISTING RESPONSIBLE FOR TAKING ALL PRECAUTIONS NECESSARY TO XISTING pU AREA D THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL S REFER TO UGH TING PLAN FOR EXTENT OF LIGHTING WORK. `f{t MNG PERMITS ANG PAYING PERMIT FEES INCLUDING BUILDING COORDINATE THE REUSE OF J BOXES, CONDUITS AND WIRING INSURE THE TOTAL SAFETY OF THE PUBLIC, STORE PERMIT. TRU WALL REIMBURSE GC FOR MAIN BUILDING WITH ELECTRICAL DRAWINGS. EMPLOYEES, WORKERS, ETC. THIS MAY INCLUDE BUILDING A PERMIT. TUNNEL. OPENING TEMPORARY ACCESS THRU THE FRONT 9 TRU TO PRE--PACK PRE-SALES AREA FOR SALES WALL, ETC. ALL DEMOLITION AND CONSTRUCTION PHASING ;, I *`■� E. THE CONTRACTOR IS TO COORDINATE STAGING AND AREA CHANGEOVER. MUST BE CLEARED THROUGH THE TRU FIELD REP AND STORE EXISTING PHASING OF WORK UNDER THIS CONTRACT WITH THE TOYS PLANNING PRIOR TO IMPLEMENTATION. __ �._.. I __I.________ ______ - I - ____. nl PO r 'R' US CPM. 10 TRU TO REMOVE OR RELOCATE EXISTING PRE--SALES AREA J FIXTURES. COORDINATE WITH THE TOYS 'R' US CPM. -- F THE CONTRACTOR IS TO INSPECT THE PREMISES PRIOR TO EXISTING EXISTING SUBMITTING BID, AND BE RESPONSIBLE FOR DEMOLITION 11 NOT USED. PRE—SALES 10 9 B PRE—SALES REQUIRED, (BUT NOT SHOWN ON DEMOLITION DRAWINGS). y 1`%, DEMOLITION DRAWINGS ARE SCHEMATIC IN NATURE AND 12 TEMPORARY BARWERS TO BE CONSTRUCTED PER ALL LOCAL ,N..... MAY NOT REFER 10 SPECIFIC ITEMS ATTACHED TO MAJOR AND STATE BUILDING CODES AND OSHA STANDARDS. THE -�� ASSEMBLIES INDICATED FOR REMOVAL. COORDINATE ALL SAFETY OF THE EMPLOYEES AND THE GENERAL PUBLIC IS ; --`-�----- -- ---"`-"--"'-----�-----' DEMOLITION WORK WITH NEW WORK INDICATED ELSEWHERE IN PRIMARY. BUILDING SIGN SHOULD NOT BE REMOVED UNTIL r I DRAWINGS AND SPECIFICATIONS. BANNER IS INSTALLED ON BUILDING. 1 r r 1 38 r ,_ 22 r r 22 22 I G. NOTIFY THE ARCHITECT AND/OR TOYS 'R" US CPM OF ANY 1J C.C. TO VERIFY CONDITION OF EXISTING DRYWALL, FURRING - •',',:,;•:•••• ' : ' ' 1 r (— CONFLICTS OR DISCREPANCIES, WHERE EXISTING MASONRY AND VINYL BASE. REMOVE/OR REPLACE AS REQUIRED PER . .I 22 I OR TILT-UP WALLS ARE REMOVED, SHORE UP AS REQUIRED DRAWINGS AND EXISTING FIELD CONDITIONS. VERIFY j T PREVENT ANY CONDITION OF TILE BELOW GONDOLA. • • • • • •1 5 I I 5 OARING DEMOLITION 0 EVE DAMAGE TO THE ,, , REMAINING WALL. - - ---- - - ^- 14 G.C. TO VERIFY CONDIT^N OF VINYL TILE. REMOVE OR F H. THE CONTRACTOR IS TO PROVIDE ALL SHORING, BRACING, REPLACE AS REQUIRED PER DRAWINGS AND EXISTING Drawing References ETC., REQUIRED TO SAFELY COMPLETE DEMOLITION AND NEW FIELD CONDITIONS. VERIFY CONDITION OF TILE BELOW 22 • C,� WORK. THE CONTRACTOR IS TO EMPLOY A LOCAL ENGINEER GONDOLA. '.' : ,' . LICENSED IN THE STATE TO ADVISE AND DESIGN THE SHORING 22 -- No Dfowin • TO SUPPORT THE ROOF STRUCTURE AND RELATED 15 PATCH AND REPAIR EXISTING CONCRETE FLOOR THAT IS - I CONSTRUCTION WHILE BEAMS. COLUMNS, WALLS, ETC. ARE TO RECEIVE NEW TILE OR CARPET. REMOVE ALL BEING REMOVED AND FOR THE REMOVAL OF ALL OR PART OF PROJECTIONS, 'J'-BOXES, ETC. ' EXTERIOR WALLS, THE ROOF WORK REQUIRED FOR NEW OR , , RELOCATED RTU'S AND EQUIPMENT, ETC. THE CONTRACTOR IS 16 SAWCUT AND REMOVE EXISTING CONCRETE CART CURBS AS TO PROTECT SHORING WHILE IT IS IN PLACE. REQUIRED WHERE CONFLICTS WITH NEW CONSTRUCTION OCCUR. VERIFY WITH TOYS 'R' US CPM THE EXTENT OF •• • • •� EXISTING I THE CONTRACTOR IS TO PROVIDE ALL DUST AND REPAIR AND PATCHING. 6 RE-SALES TRAFFIC BARRIERS NECESSARY (CLEAR OR WHITE VISOUEEN) TO MAINTAIN A CLEAN, NEAT k ORDERLY 17 NOT USED. _ _+ ENVIRONMENT FOR PUBLIC AND EMPLOYEES. 1+r ��' 18 NOT USED. 10 �j�• . . . . . . . . . • . . . . . . • • • •�w\ J THE CONTRACTOR IS TO REMOVE DEMOLITION ANO E — - - - -. - -- - - - ------ ��i,�.':'.'.'.I. '. .T;' �.�. n (��;�' ', r=r'.'�i� - - - -- - CONSTRUCTION DEBRIS AND EQUIPMENT DAILY, STOCK 19 NOT USED, 15 r ^\ r%��* . • • • • • '1`��+�� '• •'•' �� U G WILL 0 B U WED. E CONTRACTOR IS TO _ , ,y!' • • • • , PI N MA NOT E A .0 THE F 1 EMPLOY A LICENSED WASTE HAULING COMPANY FOR THE r . . . . . . • '' DISPOSAL OF DEBRIS. COORDINATE THE LOCATION OF 20 STAGING AND PHASING PLAN TO BE DEVELOPED IN • • • 1 I ,� A' I��f�r/r i `` � ,�*�e I �+•� DUMPSTERS WITH THE TOYS 'R' US CPM. O ON TRU FIELD CPM. "1 . . . 1 • ` COORDINATt WITH K. THE CONTRACTOR IS TO COORDINATE SELECT DEMOLITION 21 NOT USED. • • 1 /j%/ . . . . . . . . `%% 6 REQUIRED FOR TIRE INSTALLATION OF EQUIPMENT, CONTROLS 1 = 22 jr` i • 1 �� `.)% 9 AND/OR UTILITIES WITH THE OTHER DISCIPLINES REPRESENTED 2T REMOVE EXISTING FIXTURE ATTACHMENT (GONDOLA) %j �`�: .'.'.'.'.' '.'. 4i!!�.1�� 10 IN THIS SET OF DOCUMENTS. NO OVER-CUTTING WILL BE CHANNEL OR PLATE AND HANGER RODS. 1 % /ii 11 '.'. . ... 1 ��'.'.'.'.V ALLOWED BEYOND THE NOTED HOLE SIZE FOR NEW OPENINGS IN EXISTING CONCRETE FLOOR. M.''SCNRY WALLS, PARTITIONS. 2J NOT USED. = I I 1 _ �� I 13 OR ROOF UNLESS OTHERWISE DIRECTED BY ARCHITECT. . .1 . . .'.'. .'. . . 24 REMOVE EXISTING CARPETING, TRANSITION STRIPS', ETC. AS . . . . 1 L. CUTTING THROUGH EXISTING STRUCTURAL MEMBERS IS NOT REQUIRED AND PREPARE FLOOR TO RECEIVE NEW FINISH. // ' • , , ' , • ' 11 PERMITTEO. CONTACT THE ARCHITL'CT SHOULD w � I I 11 DISCREPENCES OCCUR. 25 NOT USED. D - - -- - ---- ---- - - —T ++�� - - --1 1 - M. WHERE ANY SURFACE HAS BEEN DAMAGED IN ANY WAY 26 REMOVE EXISTING ALUMINUM GLASS AUTOMATIC I I / to ( 11 1 It. . • •1�j - DURING CONSTRUCTION, G.C. SHALL REPAIR TO PROVIDE SWING/OR SUDER DOOR, FRAME, GLAZING. HARDWARE. 11 JJ t 4 1 A CLEAN, SMOOTH APPEARANCE. SAFETY RAILS, OPERATOR, ETC. DISCONNECT AND // ,0, REMOVE ALL ELECTRICAL AS REOUIRED. CAVE TO OWNER. I �• j j 4 1 N. SALVAGE All ITEMS AS DIRECTED BY THE TOYS 'R' Y2 1 Ji 1 US CPM FOR REUSE OR RELOCATION. 27 NOT USED. r'S �% 1 11• ,1 22 -�� j , ',�, I �1•.•,•.• 1 HID DATE: t t0 07 i 1 5 — O. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF �J( 1 I I j 1 (TE"=U 1 1: CARD NAME: .63210_1 PROJECT NO.: 002632 ALL SEISMIC ANCHOR B(XTS. UPON THE DEMOLITION OF THE 2e NOT USED. �1t 11 1��._r� 48 If.'.'.'.,1 5 DRAWN BY. _RM? CHECKED BY: CMS EXI5TING SALES k PRE-SALES GONDOLA FIXTURES BY 'TRU'. �1 ` . :.JI 45 49 11 � _ 29 REMOVE EXISTING SERVICE DESK AND PARTITIONS. REFER �•1• • • • 1� ti PROTOTYPE DESIGNATION ._ - 5EL% r BOLT [EkWn� TO ELECTRICAL DRAWINGS FOR DISPOSITION OF UTILITIES IN THIS AREA.1. REMOVE. TILE 2. REMOVE/DRILL OUTaEX SING TING BOLTECOMPLETE. 30 REMOVE EXISTING SECURITY BOOTH, AND SUSPENDED + �1 11 I/ li 43 3. FILL VOID CREATED W POUR STONE CAULKING. GUN AN I GONDOLA CHANNEL (F OCCURS). tl - - - - - tj__�xl� - t - w• �h.1�� ETC. UNTIL FLUSH W SURROUNDING�TOP OF SLAB. 4. RE-TILE TO MATCH EXISTING. 31 REMOVE AND SALVAGE EXISTING CHECKOUT COUNTERS FOR - �� / 15 10877 WATSON ROAD P. THE CONTRACTOR WILL PROVIDE ACCESS THRU STAGED POSSIBLE RELOCATION. 1 r'��` . . , . . . . . I �/ ' �� 30 5T. LOUIS, MO 63127 CONSTRUCTION AREAS VIA. COVERED TUNNEL OR OTHER J2 NOT USED. EXISTING �� 1 ii'.'.' ' / CODE COMPLIANT MEANS. VERIFY WITH TOYS 'R' Us O SPRINLER RM. �, ::;,'.•. EXISTING :.:. .:.:. .:.: 1 3 6 12 13 14 ' .'.'.' �i PROJECT MANAGERS FIELD CPM FOR NATURE OF ACCESS AND LOCATION. FOR 33 NOT USED. ' • •"� SALES THIS PROTOTYPE, POSSIBLE USE OF THE EXIT VESTIBULE 1 I . . . . . 1 15 16 20 24 50 + ,;�� 4� "R' ZONE Processional of record FOR ENTRY AND EXIT AS A VIABLE OPTION. 1 ��, : �:. .' . .: I J/�. . . . practicingas an individual. 34 NOT USED, � 41 _ - � 1 >•, PRE—SALES 0. MCHANI _AI• ALL UNIT HEATERS, AIR CURTAINS, GAS PIPING, 35 NOT USED. J .'''''' '.'{� ;..''`�� 49 . . '.'.'.'.' r/ .; l' f' Of ETC. IN AREAS TO BE REMODELED ARE TO BE FIELD VERIFIED. 5 . . . . . j . . EQUIPMENT DESIGNATED FOR REMOVAL. REUSE AND/OR ` , i ' 36 NOT USED. ,*�. �`� '. . tit. RELOCATION TO BE COORDINATED WITH DRAWINGS. AND TOYS . . . �� . . .,'. I r r 'R' us FIELD CPM. EXISTING ROOF PENETRATIONS TO BE • • ��:\ � 1 %�� i� 1 n 77 / �I 37 EXISTING SECURITY SENSORS TO BE REMOVED, STORED AND . . . . �. 1.'.'.'.'.'.'.'.'. r✓i. . . . !" J �, �I JO L 1 ABANDONED ARE TO OF. CLOSED A140 MADE WEATHERTIGHT. •� �\ , ��+ I I • r Pl�0FE talUN S AL I NEW ROOF PENETRATIONS TO BE INSTALLED AND FLASHED PER :..�; ,` j • • • r IND TO BE PERFORMED IN SUROOF CH A KNPATCHING, FLASHING• R� AND RF1CATED S REQUIRED. COORDINATE LOCATION WITH TRU 8 - - 1 , , , �J.'. : : : : :'!'� y - t OFMRECORD^l_BERTS U3 T i ETC ER AS NOT TO , rr . . ,� ANY AND ALL WARRANTIES AND GUARANTEES. ADHERE TO REMOVE EXISTING MILLWORK, CASEWORK AND SHELVING I:.:.:.:.:.:.: "� . .. . . . . . __. ... REGISTER AREA 314-821-1100 CODES THAT APPLY TO WORK BEING PERFORMED. INCLUDING ALL SUPPORT BRACKETS, ETC. I - r-7 r-7 r-7 r--3 39 REMOVE AND SALVAGE EXISTING DOOR HEATER FOR J C �' ' ' ' ' ' ' I E I E 1 F 31 I I I I R. OF TO CLEAN ALL PADDLE FANS UPON COMPLETION POSSIBLE RELOCATION. DISCONNECT ELECTRIC. PATCH AND ` r r� 1 rD OF CONSTRUCTION. '. I FINISH SURFACES TO MATCH EXISTING. � • S. Q.C. TO CLEAN ALL SUPPLY GRILLES AND REPLACE ALL O NOT USED. M .• • �; 1 ► I ► ► i F' "R" ZONE FILTERS UPON COMPLETION of CONSTRUCTION. - � , _ t T. ►��]��`�,;; REMOVE EXISTING LIGHTED GONDOLA ENDCAPS, 41 EXISTING SPRINKLER RISER TO REMAIN. M EXISTING I 1 1 1 PRE SALES r-ANE N�CT ELECTRICAL AS REQUIRED. REFER TO - ELL C1111CAL ORAWI>ANOs 42 NOT USED. I BR cAKR00M 1- '• �` L LA L1 A, J1 -- a 43 EXISTING ELECTRICAL PANEL(S) AND/OR TRANSFORMER(S) 37it 37 % National ffice TO REMAIN. W 39 102 Chest ut Ri ge Road A 44 NOT USED. - _ --_ _ 1 1 3— _—r-- -- = - - - Montvale, 645 - - -- - 201) 802-5900 45 REMOVE AND SALVAGE EXISTING MILLWORK k PLATFORM. XISTIN EJQST. VESTIBULE 26 REFER TO ELECTRICAL DRAWINGS FOR DISPOSITION OF o TRAINING This drawing is the Exclusive Property of UTILITIES IN THIS AREA. I _ - TOYS "P" US. The information shown may -- --- not be used nor the Drawings Reproduced 46 NOT USED. A — — — --- -- - — — — -- — � -- - ----- — -- __ _ _ 47 NOT USED. COUNT RM without permission of TOYS "51" US. 48 REMOVE EXISTING VINYL TILE RACETRACK. PATCH, FINISH EXISTING EXISTING AND REPLACE WITH V.C.T. TO MATCH EXISTING FLOORING. 2.4 2.7 4.4 MGR. OMCE EQUIP. ROOM Location VERIFY "TTM TRU CPM. EXISTING EXISTING TIGARD. OR DIR. OFFICE TELCO ROOM 4Y RELDUATE EXISTING MIS EQUIPMENT AND ALL RELATED ITEMS /�Q ^ C� TO MANAGER'S OFFICE OR EQUIPMENT ROOM. VERIFY AND 10065 SW CASCADI• BLVD. DOOM ATE NIH TRU CPM. J ALL EXIITTNW1f3 WALKER DUCTS TO BE ABANDONED. REMOVE Drawing Title AN UOIURED EQUIPMENT TO AND ANAMM �,& PATCH DEMOLITION FLOOR PLAN. DEMOLITION 1' AND it�l FLOOR TO MATCH EIOSIIIG CON0111d�IS. PLAN NORTH } s, 71114/M0 IAEA TO HAVE NEW CNMLET. OD NOT REMOVE SCALE: 1/18- = 1•-0' FLOOR PLAN IN ,ENS NEA o1rLY. •• . ••• Scale Date • •• ••• ••• AS NOTED 1/10/02 . ... ..: ... . Sheet No. 1 i 7 Cascade Ave 10066 8UP2002.00012 26 of ae .�'". ..� ,,`w "i•: •••� '.��:.- • ' �'� - Cm I , i. I I)I 1 I 1 I l 1 I II H �I I 1 I � 1 , I I ; ► I � ,. � ,., ,� a `� ro •rldll � Io I r Ilii• I3 i4 RB I• ► zl 2Q R3 24 2NS 2e 27 2e 2v 30 4 5i: c •c r e°n `° r e ,„ �'.,;sr• e,.i_ .r r �j aJ�,,I♦ .,. 1W,�,!iY , .•., a , 64tr:1y d ',µc rt< �•'r�U k 7q..r. .,y}r J. Tar••, :: t.:!'. f' iSS�r °4 r Ery €,. f KL j r. f 1, M)? 1 ' A r i v i I REFUND COUNTER - REFUND REGISTER Revisions [] ARCHITECTURAL KEYED NOTES 4'-s No Date Description REFUND COUNTER 1 2 2.S 3 3.5 4 4.5 ( 5 ) ( 6 ) 12/12/01 iSSUED TO CONSULTANT FOR C.0.'S No ��SCRIPnON >, _ —_- _ _ -_ __� f I EX110ING ITEM (S) / AREA TO REMAIN 7 2' 0 2 EXISTING ITEM (S) TO BE REMOVED _- -- --- - - - ,-- ----___-- -_- --192'-10' OVERALL DIMENSION y 3 EXISTING ITEM (S) TO BE RELOCATED ' 4 RELOCATED ITEM (S) _ 1'-4' 24'-10'_-- - 23'-5" - - 23 �' 23' 5' 23' S" I 24' 4' 1r' 6' 14'-10` 4' 5 EXISTING_WALL TO BE EXTENDED -- _ — REFUND 4 - I - - 4,- - d EXISTING Ckii NG TO BE EXPANDED - - 2� REGISTER �� 14?' 10- 7 INFILL TO MATCH EXISTING -- --- - --- - - - ---- -- ----- - - --- 5'-0' S'-5' o I B NEW OPENING PACKAGE CHECK N REFUND COUNTER 38'-C` 8'-0' o NEW Ilpl (s) _ _ POTENTIAL CPU LOCATION 10 V.C.T. REQUIRED 11 WALL / PARTITION --- - --- (CONSULTANT - REFUND /EXCHANGE12 RRE WALL ` TO VERIFY) 13 LINE OF MEZZ. ABOVE H - — 15 LIFT, CHUTE, CONVEYOR OR STAIRS 2 AREA PLAN - • � ;� � COMPACTOR D FACTOR tIi ROOT LADDER / HATCH RF F1 SCALE: 1/8'-1'-0' 17 ROOF LEADER / DRAIN N TRUCK PAD o d 10 5 a0 N --- h . m - - 4 1 r-n 10 CART RAIL L'J� 19 SPRINKLER RISER _ ' ••+ - 3'-0• -A►-+11 b t_ 20 GAS RISER J a C RECEIVING AREA ;.-11-i ' _ I 21 DOMESTIC WATER RISER [NDSUPANELS ! T -*-- - _ EPPUED BY G t' - _ 5 � s IFS 5'-0' x �_ 1 22 BALER_ - CONTRACTOR N h h h !� " h h „ _—J 23 COMPACTOR vl W I . �I Fx �I .. �I . �I . �I• �I I•"�I• �I•. �I•„ �I a 4'- 3° 4'-3' 4'-3' I 8'-6 t/2 T4 BOX CORNER FOR BOX CORNER FOR •! W o 0 0 .v co o w o 0 0 o a o 0 0 0 o o . I I 1 I I 1 I I� ■ I ■ I ■ I � f . , r'^ �, r, I S'-O M 24 GENERATOR _ 22 BASE DECK - 18' BASE DECK o I 7 f� �10 .0 MiI+,Q W n AD I n aol n:m l n I n m l N 1 N ry •�I ' „ CV �h „t•.r W 8'-6 1/2 25 TRANSFORMEII ---_-- - ----- - (INSIDE CORE) (INSIDE CORE) 4'-3' 4'-3" o �' ~' - .1 "' 1�c' In�1F� r' '•' ' �' , '"' i 5' p• • n ELECTRICAL PANELS ---- - -- - --- r. x - - - - - o - - -�t - 1� I f��_ I r� I ��_ I + I o I + 8'-6 1/2 27 S-0- MAN DOOR - ---.r— N ,o� - 4_0 3-5-� - �;n_ -4 ' X 2511-/2_ � N_ N_ e_r c_v a_v � ^ 5'-0-� q—) _ Lr1rJ LJ LJ L�,.JL� �� 8'-6 128 4-0' MAN DOOR S31 5-9 4'••3- 4'-3' 329 DUTCH DOOR (INSTALLED BY CONTRACTOR - .- _ - - r`K:t9 31 4' 3' 3 6'-4 3 6'_4" 6 ----- = 11 K _ r� T-4 1 - 30 3'-6' IMPACT DOOR ,,1, yNl" W -o' x ar �. 1 - 31 4'-0' IMPACT D0011� - --- ® ' �•;. rA�NIr [[0 aAc�[ rIt1I1x1[ 40 4,-g*IX 44'-2' -0' _ w W -0• WI t 9'_b 1�2 5 5' 20' 2' - 32 W-FOLD DOOR _ GENERIC CORE - - - ;�� 2 (CONSULTANT TO VERIFY REQUIRED SIZE) 6'-0' DI i 33 FIRE SHUTTER Dona BOX CORNER C Y-4 M.D --� -- m`r k S 4� 6'-4• M.O. 54 01RRHEAO DOOR 3 (SUPPLIED BY CONTRACTOR < ®'. ® 35 AUTOMATIC SLIDING DOOR J CONSULTANT TO VERIFY REQUIRED SIZE x:v SCALE: N.T.S. �. �: �: . �: - 3 1, 0 6'-0' / r� ' , 61`0, b'-0' 6''0' - 6'-0'. .� 6 0- 6 0, \ 6.-0' 5'-7' S'-T t: o W 3S A..' I. m , °' 'a. Q FIXTURE PLAN KEYED NOTES 1 No. DESCRIPTION • ' . . , '4 W+B 3 2 LNO PANEL (SUPPLIED BY FIXTURE COMPANY) - • • ^ 6 2 aux t4 - - s 'O ' ry t , " 3 ENO PANEL (SUPPLIED BY CONTRACTOR- • --- '` 5'-T W ~ �\ 4 PALLETS (BELOW RACK) 2 2 5-i� o t 5 PALLETS lyP.) -- --------- Q EXTEND PANEL 4' (MIN ) E - . . . s'. ® -�C t2'-0' \�__ Orr PAST s IW^ 'iSi^ AS RASE Uf CK • RACKING ABOVE DOORWAY � -- - 3 :r 7 4' WIDE FLOOR TAPE (TYP.) .' . sa ' B REOISIRY KK)9K - , • 5'-5' S' 7 - - C : .. : . n ' ' W' g'_5• Drawing References 0 FITTING ROOMS 7 NO PANELS At TO t2,r'O• �p 10 ROLLER CONVEYOR_ - SUPPUEU BY 1_ , a J.J tt VENDING MACHINES w OR Js ,� - .► ~ " " -5-5 No Orawin • CONTRACT ly _ �/ t+r +%+al to ,e m` .: 1O '� S 3 51 0 �� 0 1 S2 KR FIXTURES � � �, ��' .► � 12 KIDDIE RIDE 13 SLIDING R ZONE DOOR 3 h I - t 1 • -4' S'-4' ti Er I 6'-9'i i j N `s•sJ 54 S2 0 WOOD PACKAGE KEYED N070 GENERIC PERIMETER ;; _ No. DESCRIPTION Z L- 1r �,�• e t r- a 1 __. _--HANG -- WALL 60X CORNER D -� _ _ , , I REFUND EXCHANGE AREA 4 of , ' r + 3 - - �, 1 r\ !I t`,tl.itti'x 2.•. . . . . . .'4'=10 xx i 2'-G+/r' �'�' l WI s 2 JUVENILE SERNt COUNTER 4 SUPPLIED BY CONTRACTOR ,,, N �,o ob 4'i,' ;; r_e•ACH 5-°• t 3 MANAOETI'S WORKSTATION - - 0 W r I ' t -4' tot `,1 * 5'-6' 'n a BID DATE:--- PR --- - _ SCALE: N.T.S. o _a ®. . ®. ®. , � J�. . . . _ •- 1 h . W PROJECT NO.: 5 CPU COUNTER — - -- CID �. '�.'.'�, I' .':'1` a �' lie` � b 1' 1+1 � B� eM 3; ti n f CAD NAME:8008RF01 WAVE N0.:6 4 ROD PROCESSING COUNTER_ . I / / x ♦\ GJ 1 I o DRAWN BY: D.P. — CHECKED BY: - • STORAGE ON & Y3 ` o'e -Ji ti tib ---- - -_ 7 BICYCLE ASSEMBLY COUNTER y � Uall PROTOTYPE DESIGNATION: MP PROTOTYPE v2.4 8 DEMO BIN• 4'-0' X 5•-0- - — -- ®. ®. . ®. t - i 1 `��_ I c� Citi Gt. t rt3,-off o ° • `' J p COFFIN CORNER FOR COFFIN CORNER FOR t - N #t . s I j r B7 — - 3'-4' M.D. ATTENTION: CONSULTANT TO VERIFY 18" BASE DECK 22" BASE DECK k`'i . . . �,>i�,'I I I ,V 9 , e I � I �0 y'- - o . . . • . • . • . . . . ,�"4 11 „p ., 4=11 x .� ti I q Ir 5'-0' . CONSULTANT TO VERIFY CEILING HEIGHTS, (40' X40 ) (So' x 50') ' � "'� �c ��'i i' �'�n,o Ir it -9• 1 t SPRINKLER, GAS, DOMESTIC WATER RISERS, 2 ELECTRICAL PANELS 8t ROOF HATCH - 4'=t0' i I t 6 e'-a'"Lal <_ LOCATIONS. .`/ 3'-4' WO y -0' - s ,o , � a^! 3-111 112-1 1 �� x �e x �9 A,rTENTION: CONSULTANT TO VERIFY / ND PANELS ! TO — •� _ +' %J ('`A" > ii 1«c"'`� 'A 5'-0• GA I 1 " 5'-9' C9 2' f/2 ,�l n o„c d L '�•` SUPPLIED BY 1 CONTRACT W5 . s-1,' 1 6'-0' w' _ '�� "' m 5 "A' ZONE a 11 6'-0` a •'- , � (�C '0°� A,� �� CONSULTANT TO VERIFY CEILING HEIGHTS, KRU ® x GAt 1' x , -1 - AM 11 ,f r-' PRE-SALES SPRINKLER, GAS, DOMESTIC WATER RISERS, ;� -1 1 2' A �� J-10 11,II +0-t ,J'-10 Ile 2 ='° pf� "'e- ® ws , ! 15 O le' 011no"1 "4'-e' 61_0' 6j = v 5'-5' 6'-6" 3 J ELECTRICAL PANELS At ROOF HATCH TTI -+0 1'N4'- • , 4'- • s•, , 4_ • i b i ,� ry "' 9 11 LOCATIONS. •' o 1i 11 5'-11' - 12 x 0 -I- A - - - o GENERIC COFFIN CORNtR �� 7 �� .� b � � � � � 5' � �, + w' �` W3 0 � + •s t � ry 11 - 'Nfil , • SUPPLIED BY CONTRACTOR :)-u 5 �� . ' I N 1 I q tip• ,I-% ,� v, a e RI2 m • , --- CONSULTANT ' �1 -t i o/ ` \ ��. 5r 9. �,.3 �t F1 F SCALE: N.T.S. TO VERIFY A2 AB RTS RT4 U R RT1 �_°_a 1*7 r•or, 5'_p• 4 2 �Al, g 3 ;• 5'-6' �l -I 5'-6' M ry 5.-9. 0 3'-4' M.O n — SEI 5, 0, ry 2 _ ~ -• 11'-5' •1«G+ - 6'-0' t •��•�•�� L-_ W1 ry V LEGEND W1 WI � � I4 �• us BATTERY FIXTURE NOTES � �. o J N 4' 0' 8'-9' RZ5 I o c� o 7 2-0' 1. ALL PERIMETER SALES GONDOLAS I M it 4 ' (C� CANDY FIXTURE ARE 12'-0" HIGH, UNLESS 2 I �• + q'_6• h 4'-6' Store Support Center OTHERWISE NOTED. 1" m 13 W21 wzI wzt _ 461 From Road ® ELECTRONIC DISPLAY CASE o a 0 - S- - Paramus, NJ 07652 ® PRICE CHECKER LOCATIONS KRU SQ. FT. COUNTS � (201) 599-7800 [� �---� E1'I�• " ' IR. MGR. z OMPU TE 3 FIXTURE SUPPLIED BY OTHERS m W O .- RM. This drawing is the Exclusive Property of • n I I - -�� •^•+r.:::• .:iii 1 1 S n y r RE-SALES RACKING 4'�'" TOYS "A" U . The information sh wn may OR EXISTING SALES S0. FT._ 4,447 A.1 - - - - - - - - - --- i • - r--------- �. ,�-- © AREAS TO BE CARPETED PRE-SALES SO. FT. - 74_ RACK SIZE LINEAR FOC7AGE m I t .bW--- -_a BREAK TRAINING 7 -- cnRT" COUNT RM. 7 "R" ZONE o "$R" (fuel HIRING KK>Si( AUX. SQ. FT. -- 710 �V-�"— __. ' to o RM. RM. AREA not without permissriorDr'TOYS Reproduced n �� i7 ( _ s) ENTRANCE BOX CORNER (SUPPLIED BY _ 4'-0' 2e4 PRESALES AA _ TELCO RM. ® CONTRACTOR) LEASING SO. FT. -- 5,237 --�,_p- -_ 400 - GY - - - Location NUMBER OF UNITS N/A NON-RACKING 84 2.d 4.3 TIGARD 2.8 3.1 3.9 4.12002 TRU MP REMODEL PROTOTYPE CHARTS - 1983 CONFIGURATION (COMBO) CONSULTANT TO3.3 O'lOREGON W , VERIFY DOOR LOCATION 50'-0 5/8` BUILDING SQUARE FOOTAGE COUNTS CEILING HEIGHTS 50'-3 3/e' �_—^_ 92'-6' vEsneuLE — _ .. _-. 10065 SW CASCADE BLVD. ` AUX. SQ. FT. BUILDING TOTAL AT FRONT-1'S'-1 1/2"t T,�'•;:b SALES PRE-SALES MEZZANINE 33'-4 1/2' FROM BACK OF 40'-10 5/8" FROM OUTSIDE EDGE 9 Drawin Title (Ni SALES/ SO. FT. BUILDING GONDOLA (-PW2') TO 13'-0' AISLE _ _ 89'-3' OVERALL WIDTH '1F RACETRACK 13'-0' AISLE OF RACETRACK AISLE REMODEL COMBO SO. FT. SO. FT. S0. FT. AT REAR -13-1 1/2 3 OUTSIDE EDGE OF - TO BACK OF GONDOLA ('PW20') PRE-SALES, (FOOTPRINT, SQ. FT. FIXTURE PLAN ON MEZZ. •N/A 1 RACETRACK AISLE 1' 0' FIXTURE PLAN ,,• -PROTOTYPE_ - 53,753 ---6,087. -- ----3`315 43.13,:' N/A — - 43,135 t'-0'- 8' 189'-b 1/8' SALES "e Tiii PLAN 014 d64'J- 7d5 44024 — N A 4- 024 UNDER MEZZ. N A 1 SCAU::, ��14�=1,-(?�. __ - --__-'- __._ _ - ---.----__ _ LIkEAR AND CUBIC FIXTURE COUNTS REGISTER COON-1'.q : : .': :•: '': 1'_ I' 4• Scale Date 24' 10- 11'-3• 19'-0' 10'-T 23'-5' '� •.: �.: '.• •.• .:. .:. 4 --_ __-- -----,� ----. - ---,I`-- -_-- --,�-----,�-- --_-----�,---_ 23--5- 23'-5• - � - 23'-5' — 24'-10' AS NOTED 12/12/2001 UNEAR FOOTAGE CUBIC FOOTAGE FRONT END REOST tRS -,3 t SALES PRE-SALES SALES OVERSTOCK PRE-SALES *g- ZONE REGISTEkS - 4 t92'-t0' OVERALL DIMENSION Sheet No. ,.. ,. NOTAL REGISTERS ... ... ... ... • -- -- - - - -- - - -- ----- --- -- __------ -1 -- --- - --- -- - - - -- - a L :; ,` a �k tw PROTOTYPE 3►847 B42 30,485 13,536 21Ah '�- , • 0 _ 1 2 2.4 2.7 3 3.5 4 4.4 5 8 REFUND REGISTERS �_� .• . s h 1 1!#S BY3 t B30 2 030 . RF1 r;ascK%Ave.10M5 • • • •.• SUP2002-00012 •• • •• •• •• 27 of 3e %., •, , ? ,..;, 11 1 I I I I ... Inl II� � 11 I I I ., • I 111 ' I. \ 10 1 1 IR It1 IA �h 1 1 1 I $I 22 23 94 25 28 27 29 20 310 #t ' he�ftiif�'AI ''t R�,•; + � yj�'p�>1.iR �+l YY�^n 1 ''t t 1. ✓I: ' I � t�4,��'.�1,�1 •Af , - , •j ''*I'%""•d'-"".. ' ,q„ . - yf;.... A '} ,-� • ' moi. -,+ .�, •ii i `'',,t, ? �.'x�. V A�Rly-. •1� {yr rC4y - j. �� MMMM tom. A� GENERAL NOTES Revisions DOOR SCHEDULE � REFER YO SKEET AD FOR LIST OF GENERAL NOTES. NO Date Description S IZE FRAME NO, LOCATION TYPMAT. REMARKS = REFER TO THIS SHEET FOR INTERIOR PARTITION TYPES. 1/10/02 PERMIT APPLICATION T JAMB HEAD SILL01 EXTERIOR TO VESTIBULE - UNI - - - - - XISTING TO REMAIN (SEE NOTE 5) 3 3.5 4 4.502 VESTIBULE TO SALES - - - - - - XISTING TO REMAIN (SEE NOTE 5) - KEYED NOTES ,9 �" 142'- ' 5 '-6TT - -03 REGISTER AREA TO VESTIBULE - -- XISTING TO REMAIN (SEE NOTE 5) - 1 'EXISTING SALES AREA FLOORING; TO REMAIN. REPLACE 1' 24'-10' 23'-5" 23'-5 23' 5" 23'-5" 24' 4" 22'-6" 24'-10" 1UNI ��-----]ALL EXISTING VCT FLOORING WHERE DAMAGED IN 04 VES118ULE TO EXTERIOR - T JUL - - - - - XISTING TO REMAIN (SEE NOTE 5) - SALES AREA, VESTIBULE, REGISTER AND SERVICES - - 05 VESTIBULE f0 EXTERIOR - Y-0" 7'-0' - - - - - XISTING TO REMAIN (SEE NOTE 4) - AREAS AS UE rERMINED AT PRE CONSTRUCTION I I I I I ® I WALKTHROUGH. GC AND CPM FOR TRIJ TO DETERMINE 28 OB PRE-SALES TO EXTERIOR - 3'-0" 7''-0" - - - - - -XISTING TO REMAIN (SEE NOTE 4) - QUANTITY OF VCT TO BE REPLACED. 07 PRE-SALES TO EXTERIOR - 8'-0" -0' - - - - - XISTING TO REMAIN (SEE NOTE 4) - ]WHERE THE NEW SALES AREA IS TO EXTEND IN10 THE EXISTING PRE--SALES AREA. (SHADED AREAS) INSTALL H - - -- -- - - -.---- - - - -- ---- -- - - --- - - - f- _- F-- - 08 CPU TO EXTERIOR - 3'-8' "/'-0" - - - - - XISTING TO REMAIN (SEE NOTE 4) - NEW VCT FLOORING TO THE NEW SALES AREA LIMIT''.' I I l rBAIEHI 09 SALES TO EXTERIOR - 3'-0" 7'.-0" - - - - - XISTING TO REMAIN - APPLY FLOOR PATCHING MATERIAL AS REO'D TO (SEE NOTE 4) PROVIDE A FLUSH TRANSITION FROM EXISTING I I I I - OWOOOO EXISTiNG TO NEW FLOOR TILE. GC TO PROVIDE VCT TO EXISTING I / CPU ARE 10 SALES TO EXTERIOR - 3'-0" 7'-0" - - - - - XISTING TO REMAIN (SEE NOTE 4) - MATCH EXISTING. ry I RECEIVING 15 _ 11 SALES TO EXTERIOR - 3'-0' 7'--0' - - - - XISTING TO REMAIN (SEE NOTE 4) - L33]NEW VCT FOR SALES EXTENSION AREAS AND PATCH — _ WORK TO BE REVIEWED AND APPROVED BY TRU CPM EXISTING TRUCK PAD a4 35 27 r 12 SALES TO PRE-SALES (IMPACT DOORS) B 7'-0' - LAST] 8/A7 9/A7 17/A7 EW DOOR OR RELOCATED (OSI) - PRIOR TO INSTALLATION. Y EXISTING 13 SALES TO PRE-SALES (IMPACT DOORS) B - ' 7'-0' - ASTI 8/A7 9/A7 17/A7 EW DOOR OR RELOCATED (OSI) - 4 PREzSALES AREA FLOOR SURFACE TO REMAIN AS IS. I -_ v _ _ _ _ _ I - POWER RM 14 SALES TO PRE-SALES (IMPACT DOOR) A 4'-0' ?'-0" - LAST( 8/A7 9/A 7 17/A7 FW DOOR OR RELOCATED (OSI) - 5 TRU VENDOR IS RESPONSIBLE FOR SUPPLYING AND G - �- k FRAME 15 SALES TC KRU STOCK C 3'-0" T-0" 1 3/4 HM 11 A7 15/A7 - EW DOOR INSTALLIN ' THE ADHESIVE-BACKED VINYL RACETRACK i / / , LOUVER (SEE NOTE 6 Ac 7) 2 DECAL AS SHOWN ON THE FLOOR PLAN. COORDINATE 16 PRE-SALES 16 KRU STOC'< TO KRU OFFICE C 3'-0" i'-0" 1 3/4' HM 11/A7 15/A7 -• EW DOOR & FRAME (SEE NOTE 6 Jk 7) 2 NTH cIXTURE PLAN, RF1, AND TRU CPM. i EW DOOR 6 NOT USED. 4 17 SALES 10 i'RE-SALES C 3'-0" 7'-0" 1 3/4' HM 11/A7 15/A7 - (SEE NOTE 6 & 7) 2 1 I I 18 SALES TO P:1E-SALES C 3'-0" T-0' 1 3 4' HM 11 A7 15 A7 - EW DOOR 8c FRAME 7 CONTRACTOR IS RESPONSIBLE FOR PAINTING / / / (SEE NOTE 6 ac 7) 2 WOOD/STEEL ALIGNMENT PLATES (COLOR TO MATCH "' 1 ' 1 17 L____J 19 SALES TO PRE-SALES C 4'-0' 7'-0" 1 3/4' HM - - - XISTING TO REMAIN (SEE NOTE 6 Jk 8) 2 ADJACENT WALL OR STRUCiURE), AT ALL OPENINGS — ——— — ——— Q 13 13 20 VISIBLE FROM SALES AREA AFTER FIXTURES HAVE n` 13 BEEN INSTALLED. ---- ----------- -- --- 8 CONUZACTOR IS RESPONSIBLE FOR PAINTING ALL UNPAINTED CEILINGS, WALLS, AND STRUCTURE IN THE _ 14 ' PRE-SALES AND RECEIVING AREBS, TO MATCH F - - - "'� - - - - - - -- _EXISTING, ONLY IN AREAS VISIBLE-FROM THE SALES 7 7 7 , Drawing References 1 j NOT USED. S) CONTRACTOR IS RESPONSIBLE TO INSURE AUTOMATIC SLIDING DOORS 7 7 •„� ARE OPERATIONAL FOR INTENDED USE, INCLUDING EGRESS. IF NOT, FLOOR COORDINATE WITH THE TRU CPM. C.C. TO a 1 7 (�) ® 9 2) NOT USED. GC TO ADVISE 'TRU' CPM FOR REPAIR. PAINT WyITE ALL EXIST. WALL GRAPHICS, DECAL.., '•'� i 7 ;.:.;.•� •+ STRIPING, ETC. DO NOT PAINT SPRINKLER HEADS. 12 3) NOT USED. 6) PAINT EACH FACE OF NEW DOOR TO MATCH ADJACENT SURFACE. �' I I NO Drawings C�PROVIDE SPRINKLER HEADS TO ENCLOSED •`•'•'•' Q 4) CONTRACTOR IS RESPONSIBLE TO INSURE EGRESS DOORS & 'DETEX' 7) MOUNT DOOR CLOSER TO ROOM SIDE OF DOOR. PRE-SALES AND/OR OFFICES AS REQUIRED. ; DEVICE ARE OPERATIONAL TO COMPLY W/ LOCAL CODES. IF NOT, 10 VERIFY NUMBER OF LAYERS OF TILE IN EXIST. SALES NOTE:PROVIDE ST E�_ GC TO ADVISE 'TRU' CPM FOR REPLACEMENT. 8) PREP DOOR AS REQUIRED TO REMOVE EXIST PANIC HARDWARE AND � "�r�^ ' GONDOLA CHANNEL AT INSTALL NEW HARDWARE. CONTRACTOR TO VERIFY EXISTING CONDITIONS AREA. G.C. TO INSTALL FILLER LAYERS) AS REOU RED BIKE RACKS ONLY, TO BRING NEW TiLE FLUSH w/EXISTiNG IN ALL EXPANDED SALES AREA'S. DOOR ELEVATIONS JUVENILE REGISTRY. COORDINATE UTILITY LOCATIONS __-- ` r _ , ' ' ' ' • • r • ' I 5 111W/ELECTRICAL DRAWINGS, AND LOCATION WiTH 11 23 1 7 FIXTURE PLAN, RF1, AND TRU CPM. 5 12 8803 TOTAL SO. FT. OF CARPET, FURN. BY TRU k E -� ........... ... .................. 10"x10' WIRE GLASS i """"""""" 10"x10" TEMP. INSTALLED BY CONTRACTOR. ADHESIVE AND REDUCER / ”"""""""" MIRROR GLASS W/EXPANDED METAL STRIP FURN. k INSTALLED BY CONTRACTOR (COLOR 12 .,.. -- - �_ .. (REFLECTIVE MESI' ON INSIDE. TO BE SCLECTEd BY TRU) EXACT DIMENSIONS TO BE ." SIDE TO FACE (• CPU DOOR ONLY) LIVEN BY TRU CPM. (SEE FIXTURE PLAN) I I 3 .......... ... / SALES AREA.) �•• 1 7 (TYP. U.O.N.) PULL (WHERE 13 GC TO RELOCATE OR INSTALL NEW IMPACT DOORS AS OETEX OCCURS) SHOWN ON PLAN AND CONCEAL_ FRAME FROM TOP OF "`-----�� - • EXTERIOR k INTERIOR. ^ 2 n� DOOR TO 12'-0' A.F.F, REFER TO DOOR SCHEDULE. � \ / "DETEX' ALARMED 3 .r 14 EXISTING DOOR AND FRAME PREVIOUSLY IN "' / EXITING DEVICE PRE-SALES AREA, PROPOSED TO BE IN SALES AREA, m 0. (WHERE OCCURS) PAINT TO MATCH ADJACENT WALLS. + Z 8 METAL LOUVER 15 G.C. IS RESPONSIBLE FOR PAINTING INTERIOR WALLS O `-4 29 WHERE INDICATED CPU. C.C. TO VERIFY* EXTERIOR RAILINGS EXIST & • IMPACT DOOR (OSI) IMPACT DOORS (OSI) o SEE REMARKS REPAIR/REPAINT AS NECESSARY. _ % (�•) IN DOOR SCH. l D r �; • A HOLLOW METAL LOUVER.FOR PAINT 16 OF BIKE ASSEMBLY COUNTER. COORDINATE LOCATION WITH v I I ;•} 4 GB © FIXTURE PLAN (RF1), AND TRU CPM. VERIFY UTILITY LOUVER TO LOCATIONS WITH ELECTRICAL DRAWINGS. ;:� PRE-SALES MATCH DOOR 17 NEW OR RELOCATED SECURITY SENSORS. COORDINATE I EI] T. PARTITION TYPES LOCATION W/FIXTURE PLAN AND TRU CPM. PATCH CHANNEL/PLATO 7 .. VCT AS REQUIRED AT ALL LOCATIONS. ^ TO REMAIN BID DATE: 1/10/02 1Z I I (�) ' I 13 CADD NAME: 632Aa1 PROJEC I NO.: 802632 _ 8"W 20 GA. MTL 18 NOT USED II r - J DRAWN BY: RMT CHECKED BY: CMS DEFLECTION TRACK TO �' ® PROTOTYPE DESIGNATION: 2002 REMODEL- C2000 _ FIT OVER GYP. BOARD. 19 INFILL EXISTING MASONRY OPENING WITH CONC. BLOCK, FINISH TO MATCH ADJACENT SURFACE. 5 24 20 STORAGE BIN, COORDINAiE LOCATION W/ FIXTURE - ':• r- PLAN, RF1, AND TRU CPM. 14 10 �Q��U� --8' 20 GA. MTL. RUNNER `, _ _ 7 .,.' WRACK ATTACH TO 8" 21 NOT USED 10877 ROAD STUDS w/(2) /14 SHEET MTL. Y 10 LOUIS,WATSONO ROAD 7 1/4' PARTITIONS ARE SCREWS; DO NOT ATTACH TO 22 CONTRACTOR TO REPAINT ALL SALES FLOOR COLUMNS 1 7 wRe• ZONE , CONSTRUCTED OF: 6' 20 GA. DEFLECTION TRACK SW1004 'PURE WHITE". KRU I ?F.E SALES PROJECT MANAGERS sTL. sTuos • 16' D.C.. w/s/8' I 15 STOCK GYP. BOARD EACH SIDE OF 23 MANAGERS WORKSTATION. COORDINATE LOCATION OF EXISTING 5 STUDS. EXTEND PARTITION UTILITIES W/ELECTRICAL DRAWINGS, AND LOCATION I SALES AREA 25 NOTE: (MOUNT I I i "� Profeeslunol of record F q ('(�Q/- FROM FLOOR TO UNDERSIDE OF W/FIXTURE PLAN, RFI, AND TRU CPM. tl- F ROOF DECK. U.O.N. IN AREAS —1/4' DIA. TAPCON I ib I CONDE SING U T practicing ae an individual. '� • ♦r w/LAY-IN CEILINGS EXTEND GYP. SCREWS • 4'-0' O.C. 24 CONTRACTOR RESPONSIBLE FOR DESIGNATION OF �8 10'-0' MIN. FROM 1 8 9 10 B \ �'.a ��C1 N BOARD TO 8' ABOVE CEILING. EMERGENCY EXIT ROUTE THROUGH PER-SALES AREA 36 ROOF EDGE 22 28 29 31 1B 4 U.O.N. EXISTING CONE. FLOOR SLAB BY PAINTING THE FLOOR ALONG ROUTE SOLID O.S.H.A. 2. ;�LIv ► 4 �UOZ YELLOW. COORDINATE WITH RFi AND TRU CPM. t 8 3'-2 NOT USED REQUIRED AISLE WIDTH MIN OF 44". " 1 A PAWITiON 9 PARTITION TYPICAL CONNECTION 25 EXISTING FIRE RISER AREA TO REMAIN. MAINTAIN KRU --I _ I 17 R o' 6 PROFESSIONAL \ �.•,1 / �- • TOP & BOTTOM ADEQUATE CLEARANCE AS REO'D BY LOCAL CODES. REGISIEFt AREA OF RECORD: / - - - -- - - , - - - - EXIST. # 34 NAMES C. Al E3E RTS 1Q 28 PAINT ALL THREADED RODS, UNISTRUT 8`CONDUIT TO B 5 1 MATCH EXISTING ADJACENT SURFACE. 11 CHANNE /PLATES 33 314-821--1100 HARDWARE SCHEDULE LEGEND TO REM IN 27 EXISTING ROOF ACCESS TO REMAIN 7 � 31000000 28 INSTALL NEW CALL STATION O 3'-4" ABOVE FINISH I *� 3 GRADE. COORDINATE w/ €LECT DWGS AND TRU CPM. dh NOT USED NEW V.C.T TO MATCH EXISTING 29 INFILL ALL FLOOR CRACKS, CONTROL JOINTS ETC. 7 1 7 33 I 1 7 •. BEFORE APPLYING NEW FLOOR TILE. M , XIST. 7 "R" ZONE �� • EXISTING — E 30 NOT USED I BREAKROOM CHANNEL LATES PRE-SALE ITO REMAI 31 DO NOT PAINT POWER POLES OR WIREWAYS AT 17 17 National Offi r: + a � 10 102 Chestnut Ride Road REGISTER AREA. DO NOT CUT POWER POLES. 3Y � � 9 Y Its . NEW CARPETING 32 NEW/RELOCATED SERVICE DESK. COORDINATE _ _ _ _ _ W _ 4 _ �k k xR Montvale, NJ 07645 1 1/2 PR. BUTTS STANLEY FW 179 4 1/2' a 4 1/2" 280 1 LOCKSET BEST 93K7DiSD-620 (LEVER HAND) UTILITY LOCATIONS WITH THE ELECTRICAL DRAWINGS A•� - (201 802-5900 • t DR. CLOS1t NORTON 7500 H-BF-AL AND TRU CPM. M 11 AWN IN ® This drawing is the Exclusive Property of , 3 SUNCEilS IVES 20 33 REGISTERS. VERIFY THE USE OF EXISTING FIEQS1ER ING EXIST. VESTIBULE ® 19 9 P Y wY ','' ? `,. JF 1 OR STOP .VES 407 8360 -------_ NEW GONDOLA CHANNEL OR PLATE CASEWORK. RELOCATE EXISTING, AND INSTALL Nr:W I _ - E TOYS "SI" US. The information shown may ,�, p,* 1 KICKPIATE NAOER 10X34,16CA 320 A _ - __ - __ - -_ ___ _ __ - __ - _ _ _ --� - --r - - - - not be usel nor the Drawings ReproducedY REGISTERS AND CASEWORK AS NECESSARY. ` n ,� �, COORDINATE U71UTY LOCATIONS WITH ELECTR!::AL 0 v permission of TOYS 9A" US. Vlf. "� '� °�I° DRAWINGS. COORDINATE LOCATIONS WITH FIXTURE 01 ~® COUN RM without PLAN (Rr1) AND TRU CPM. REMOVE ! REINSTALL �. EXISTING GONDOLA CHANNEL NUMBER CUBES AS REO'D BY NEW REGISTER LAYOUT. EXISTING EXISTING OR PLATE TO REMAIN 34 FIELD VERIFY THE EXTENT OF FLOOR RIX IN THE 2.4 2.7 4.4 MGR. OFFICE EQUIP. ROOM Location EXISTING SECURITY BOOTH, DEMO'D AND ADD NEW EXISTING EXISTING ( ) TIGARD OR sa, •' J` FLOOR TILE OR REPAIR EXISTING AS NECESSARY. DIR. OFFICE TELCO ROOM ° EXISTING WALL OR PARTITION 1 � r TO REMAIN 35 Gc TO VERIFY ROD LOCATION. RELOL:ATE, IF 10065 SiM CASCADE BLVD. NECESSARY, TO CPU AREA AS REQUIRED. COORDINATE AND VERIFY WITH TRI( CPM. FLOOR PLAN Drawing Title Y*, NEW WALL OR PARTITION 36 PROVIDE A COMPLETE ENVIRONMASTER INTERNATIONAL SPLIT SYSTEM HEAT PUMP/AIR CONDITIONER SHC09D PLAN NORTH FLOOR PIAN DOOR 0230V - 1ph, WITH ONE WHP09/12 AHU AND ONE 24V SCALE: 1 10' = 1)�—Ow WALL MOUNTED T-STAT. MOUNT CONDENSER UNIT ON S C H E D & D TA i L S �LL RT)OF, ROUTE REFRIGERANT LINES WITH 1/2 INSULATION • } ON SUCTION GINE,;DQ 0 A U• J TED ON WALL SCCIIe Date a NEW DOOR WHERE SHOW.} SMV ll• LLdbUIPPED WITH CONDENSATE i'1Ad12 J530 01 014 ( Ell TALL E). PUMP CONDENSATE LIP ANOVE CEILING TV *VTTLE GIANT AS NOTED 1�10�02 MS-5 WATER REMOVAL SYSTEM, THEN UP TO JOIST SPACE A1�Q OVER TO JAN. SINK. PUMP SYSTEM SHALL BE Sheet No. ACCESSIBLE:FQ0.MAIN'1tVAWq. RECCR.T'Q ELECTRICAL EXISTING DOOR TO REMAIN DWGS. FOIt ELQCjR1�AJ•SPECS. " Al 0 Cascade Ave.10065 BUP2002-00012 26 of 36 7 v ,,........-._....,...-........ .. \t t ..., ,,,K.•w..Y,4v1M.....ty♦W■l>W�ii .-Jtu+.N.dr•.- 5N`: Rs CM I I ' 1 i I I h IIIII11111 111111 1 III II II 1111 I 10 .Lw iQ I I 1i 14 ` le 17 la 1 1 �� 43 'J14 a 2e 27 2e as 30 I " 1 ITO , Ff. „ „ .,. , . • r r 1 N yti'1 h�•a /Y E I.."i � aE iy Revisions No Date Descxi tion 1/10/02 PERMIT APPLICATION 1 2 2.5 3 3.5 4 4.5 5 6 t9 0" 14. 1' 24'-10" Z3'-5" 23'-:," 23'-5' 23-5" 24'-4" 12'-6" I �" • --- - - — T ----- ---- - — • I I I I I EXIT I ' Wig r F. -1 ALER�I k CI I ( --- I - 1997 UNIFORM BUILDING CODE N ! SECTION 1001.2 TRAVEL DISTANCE ' TRAVEL DISTANCE IS TOTAL LENGTH OF THE EXIT PATH AN OCCUPANT MUST TRAVEL FROM ANY POINT WITHIN THE OCCUPIED • ' I I I I STAIRWAY DOOR. t PORTIONS OF A BUILDING TO REACH AN EXTERIOR DOOR, HORIZONTAL EXIT DOOR, EXIT PASSAGEWAY DOOR OR AN ENCLOSED EXIT r--- - —r- � --T---•'• r--->r—r-- - - - - - - I SECTION 1003.4.1 SPRINKLERED BUILDINGS: — __ T r- �"a �•--- r - �---- 1 IN A,BUILDING EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT, THE MAXIMUM TRAVEL DISTANCE-MAY BE 250 FEET. I � ,t--• r I 1 ?w I I Drawing References TI 7877 707 I' T I ,� I No Drawings EXIT36 ® Y \ i __. EXIT -- I r— Q: i 1 AVEL DISTANCE _ i � N 'e, BID DATE; 1/10/02 CADD NAME: 62BA011 PROJECT NO.: 802632 1 I I - II DRAWN BY: RMT CHECKED BY: CMS PROTOTYPE DESIGNATION: 2002 REMODEL_-- C2000 A nil, I •� � t r � ... _�I i \ I E I� I 127-0177 EXIT O S08 LOUIS,TSON MO 630127 ± EXIT t j . AD I t 36" PROJECT MANAGERS -- - _ / _ I /, �, 1— -- — — — — —� —I Professional of record 36 I I practicing as an individual(1!f •S r -r ` IC [ I [ [ T � � ; /1100 � PROFESSIONAL OF RECORD: • �, �.,..� � � � [ �;;;;;,� .,• JAMES C. ALBER TS 1 0 314-821-1100 / TRAVEL DI TANCE 1 F 131 -0LIC. 4702 Er -- I 138'— EXIT _EXIT 36„ L I r- I - Ip ff► 1 t National Offic 102. Chestnut a Road ` Montvale, NJ 07645 a ':Y Fro �!•t, rY` � � '.- L. aIaAY, i, \ r f (201) 802-5900 This drawing is the Exclusive Property of TOYS "A" US. The information shown may ed npr the Drawings Reproduced be s --z._>-r_s.---- not 3.• 1 r, _ — without permission of TOYS "Sl" 'th US a Location Yp , TIGARD. OR jvr Av r EXIT EXIT 10065 SW CASCADE BLVD. 7-2 2.4 2 7 4 4 Drawing Title TRAVEL DISTANCE •• • • • • • ••• • EXITINGI PLAN • Scale Date . - . . : . . . AS NOTED 1/10/02 TRAVEL DISTANCE EX_ ITING Sheet No. FLAN PLAN Ir YI •• • • •.• a • NORTH a4 ]`,. : . : : :• : : SCALE: 1/16" = V-0" Al 1 0 , Cascab Ave 10065 Z d' „ : : •i •: : BUP2002-M12 29 of ae yrs; . .--+"..+—......-. .- - ..:r„ '.E.++v-: __-'-; :aEr.•rmw,si.^��u:d=.:,.z.u..,y�M•a .. ':yqw:�• .:wytwWP .;..` r, :"•.; ;,. a �.°,, .�' , ;,:. , ,�•, :., c, ,. . ,. ,.'.;,,-; IIII III II 1 III 1 I II I I IIII I ii II11 I I . .. I, I CI11 I I I I ( �fl IIII !I VIII i i III III IIII I o♦ N1p1 � 1 � Illlll�lil Ilnitl I ( IIIIIIIIIIIIInIIIIIUIIIIII I�IIIIIIIIII II � I I nil I I I IIIIIIIIIIII I III I 1 > L { I �I I lli 171,11 4 Ile i I '' ," , 11•�'�y` k'IwM'y6 sra d+ Y , � t,+ r , 1 5' .. '� FS•.7 , 1 111%11 s' a .. .. ♦. •; �.1.,,. ^;,- ..,. ..-'. rY • r hr_tl7, ,az.s,a lr • _ r: - r .n.r,rt rr., , Y,. If{R>,,,.'L•`�F:' ,Jh.'ily ,, tstm2.:iW:er•...r _:. q{•",HL..._:__ -.-..:..._... ....__1_ _.._..._._.,...___ -- — — -- --- — rf k 4. i Revisions EXISTING TOILET ROOM CONDITIONS 22co/wAN1913��11i.1-1998) "° 0;02 DescriptionALICATION Mile MALE FEMALE CTUAL ACTUAL _ _ 18'-0'2 EX,S!', - - COMPLIANT TYPE ONDI110N/LO%Ali COMPLIANT TYPE CONDITION/ FIELD VERIFY ITEM S NO YES NO LOCATION I 4'-9 3/4' 4 5/8' 4'-8' FLUSH VALVE ORIENTATION AT ACCESSIBLE TOILET TOWARD WADE + DE SIDE 28' A.F.F. + DE SIDE 28' A.F.F. EXISTING EXISTING EXiSTiNG EXISTING SIDE (44' AFF MAX) (SECTIONS 604.6 & 308.2) ��l TOILET SEAT HE'(21T AT ACCESSIBLE TOILET: 17"-19' AFF • 8' A.F.F. 18" A.F.F. DEMOLITION /CONSTRUCIION NO11 If TES SECTION 604.4 - C RIDOR CENTERLINE OF AJCESSIBLE TOILET FROM WALL: 16'-18' I fix- SECTION 604.2 8 RIGHT 18' )EFT I ��u ;1 A GRAP dAKS. 1 1/4'-2" DIA., 1 1/2' FROM WALL 25' DIA. 1.25" DIA. O REMOVE EXISTING TOILET ROOM SIGNAGE. PATCH AND FINISH DAMAGED I + SECTION 609.2 & 609.3 .5' FROM WALL 1.5' FROM WALL SURFACES TO MATCH EXISTING. I 2 1 Q 3 a LM y GRAB BAR HEIGHT/LOCATION/LENGTH: 3.5 A.F.F. • 3.5 A.F.F. O INSTALL NEW •OR R40CATED SIGNAGE TO COMPLY WITH ADAAG OR LOCAL/STATE CENTERLINE 33"-36*EIGHTA AFF EAR-OVER 36' EAR-OVER 36' ACCESSIBILITY REVS WHICHEVER IS MORE. STRINGENT. REFER TO DETAIL 2/A3. CENTERED ON TOILET/24" LONG MIN OR 36' LONG MIN WITH ONG W/ EXCESS ONC W/ EXCESS N^ o TRANSFER SIDE-. TRANSFER SIDE. ADDITIONAL LENGTH ON TRANSFER SIDE OF TOILET (REAR) O RELOCATE EXISTING TOILET PARTITION AND DOOR TO MAXIMIZE THE LATCH i 12' MAX FROM CORNER/42' LONG MIN (SIDE) SIDE CLEARANCE 41t MINIMIZE THE HINGr 'IDE. PATCH AND FINISH ANY 771 (SECTION- 604.5.1, 604.5.2 & 609 4) DE-12' OVER 0E-12' OVER SURFACES DAMAGED BY DEMOLITION MATCH ADJACENT SURFACES. 8' LONG8" LONG 50- TURNIN 7M AT ACCESSIBLE TOILET SECTIONS 894.8.1 & 304.J 0" 60" AP KoA�., DIM AT ACCESSIBLE TOILET STALL: 60'Wx56'D MIN (WALL 2'w X 110"d • 62w X 110'd 2 10 0- CLEAR - HUNG WC), 60"Wx59"D FLOOR MOUNTED WC SECT 604.8.1.1 LOOR MOUNTED FLOOR MOUNTED J ACCESSIBLE TOILET STALL DOOR CLEAR WIDTH OF 32 MIN, it 48-W MIN APPROACH (FRONT APPROACH) OR 42-W MIN (LATCH ' CLEAR & 36' CLEAR Olt APPROACH), DOORS SHALL NOT SWING INTO THE MINIMUM 9' APPROACH 48' APPROACH0 0 I oi3 COMPARTMENT AREA (SECT 404, 604.8.1.2 k 604.8..3) CLEARACE BETWEEN SIECOMPARTMENT AND ANY OBSTRUCTION 48'W MIN (FRONT APPROACH) OR 42'W MIN • u• 80' I > (LATCH APPROACH) (SECT 404, 604.8.2 k 804.8.3) 5'-0" CLEAR TOILET TISSUE DISPENSER: 7'-9' FROM FRONT OF WC, ! g• 5'-0" -- L► 'o OUTLET DISPENSER 15'-48"GAFF, CONTINUOUS PAPER FLOW -a h (SECTION 804.7) 9' A F.F. 19' A.F.F. . • 1 It - EXISTING URINAL LIP HEIGHT: 37' AFF MAX SECTION 605.2 3 17' A.F.F. N A N A Drawing References URINAL FLUSH VALVE HEIGHT: 44 AFF MAX SECTION 605.4 37' A.F.F. +NA N A URINAL CLEAR FLOOR SPACE: 30'x48' SECTIONS 305 k 605.3 N/A • No Drawin s LAVATORY SINK HEIGHT: 34" AFF MAX WITH 27' MIN CLEAR 34" A.F.F. k 34' A.F.F. At • -_ _ - _ -�T _ __ _ FROM FLOOR TO BOTTOM OF APRON (SECT 306, 606.2 A 606.3) 50' CLEAR 30" CLEAR f' (�•) _ JL LAVATORY FAU�LEVER PUSH ELECTRONIC SECT 309.4 LEVER LEVER 11'-10• 5• 3'-0• 1` 3'-0" 1' 5'-2' RAISED GENDER Al ,�---- -- CLEAR SPACE AT LAVATORY/SINK: 30•x48" 62' X 84" 0 77' X 84" SYMBOLS (IYP.) EXISTING EXISTING EXISTING (SECTIONS 305.3 k 606.2 PIPES UNDER LAVATORY SINK INSULATED SECTION 1106.4 INSULATED INSULATED �„ k 23'-0"t EXISTING �J RAISED DISABLED FIELD VERIFY r BOTTOM OF MIRROR: 4.0' AFF MAX SECTION 603.3 38.5• A.F.F. 38.5• A.F.F. - SYMBOLS (TYP.) SOAP DISPENSER: 48" AFF MAX SECTION 308.3.2 31" A.F.F. 31' A.F.F. 0O CA, I KIN F NTAIN TYP : HIGH OW 11"N A N A a RAISED GENDER DRINKING FOUNTAIN SPOUT: 36' AFF MAX AND WITHIN 3 1/2' • 36 A.F.F. X 3 N/A N/A --- - -- TEXT (TYP.) OF FRONT OF WATER COOLER (SECT 802.4 & 602.5) MEN ,� z WOME RAISED BRAILLE DRINKING FOUNTAIN CLEAR SPACE: 30-x48' (SECT 305, 802.2.1 30` X 55' N/A N/A � a `^ "'~ GENDER TEXT , ENLARGED TOILET AREA PLAN t 602.2) o (T�•) DRINKING FOUNTAIN KNEE CLEARANCE: 9"0x27' AFF MIN • 27" CLR. X N/A N/A 1 3 SCALE 1 4' 1•-O" (SECTION 306 k 602.2.1) 18' DEEP / PUBLIC TELEPHONE HIGHEST OPERABLE PART: 48" AFF MAX (SECTION 308.3.2) 50' A.F.F. N/A N/A TOILET ROOM SIGNAGE: 4'--8' A.F.F. 4'-8" A.F.F. NOTE: SIGNS SHALL CONFORM TO ADAAG OR LOCAL GUIDELINES CENTER OF SIGNS MOUNTED 5'-0" AFF, ON WALL AT STRIKE BRAILLE k GRAPHIC BRAILLE & GRAPH) WHICHEVER ! MORE STRINGENT. SIDE OF DOOR, CONTRASTING COLOR, BRAILLE LETTERING, W/ CONTRASTING W/ CONTRASTING GRAPHIC (DOOR MOUNTED SIGNS PERMITTED ON PUSH SIDE COLORS COLORS OF DOORS W CLOSERS SECT 703.2.2 103.3.8 t 703.3.7 18' CLEARANCE SWING SIDE OF DOOR A" STRIKE EDGE 1'-7' INT. 1'-7" INT. /002 DISABLED 7ROOM SIGNS (TgI,ET ROOM ENTRY DOOR) ` 4'-4' EXT. � 5'-0" EXT. 3 3 SCALE: NONE GENERAL NO'17ES (TOLET' ROOMS) G.C. TO USE NOTES ONLY WHERE APPLICABLE. BID DATE: 1110102 CADD NAME: 6321503 PROJECT NO.: 802632 DRAWN BY: RMT _ CHECKED BY: CMS PROTOTYPE DESIGNATION: 2L102 REMODEL- C2000 1. PROVIDE SOLID WOOD BLOCKING WHERE TOILET PARTITIONS, GRAB BARS, 10. PROVIDE SANITARY SEALANT AT FLOOR, WALL, AND MOP SINK PERIMETE AND LAVATORIES ARE MOUNTED TO STUD AND GYP. BD. PARTITIONS. JOINTS IN JANITOR'S CLOSET. (REFER TO SPECS) 2. ALL WOOD FRAMING, BLOCKING, AND ANY OTHER MISC. CONCEALED 11. SOAP DISPENSER NOZZLE TO BE LOCATED SO AS TO DISPENSE INTO WD00 ELEMENTS SHALL BE FIRE RETARDANT, IF REQUIRED BY CODE. LAVATORY. INTERIOR EMATERIAL LIST "O'E' ALL MATERIALS CONTRACTOR FLAME SMOKE (SEE SPEC.). SUPPLIED. U.O.N. ON SHT. A0. 96° 9 5 12. ALL MIRROR DIMENSIONS ARE OUT-TO-OUT. - SPREAD DEVELOPMENT 3. PROVIDE (2) 16 GA. MTL STUDS (NESTED) 0 16" O.0 IN WALL DIRECTLY CODE MATERIAL MANUFACTURER MANUFACTURER'S NUMBER COLOR LOCATION RATING RATING 10877 WATSON ROAD BEHIND WATER COOLER AND TELEPHONE. ANCHOR STUDS TO FLOOR 13. PAINT ALL WALLS IN HALL. AND JANITOR'S CLOSET WITH SEMI- ST. LOUIS, MO 63127 AND STRUCTURE ABOVE. GLOSS PAINT. EQUIP. ROOM, umuL ACT ACOUSTICAL CEILING TILES ARMSTRONG 1749 FINE FISSURED RESTROOMS, BREAK ROOM, 25 - PROJECT MANAGERS 4. PROVIDE (2) 16 GA. MTL. STUDS (NESTED) BEHIND EACH WATER HEATER 14. PAINT ALL INTERIOR DOORS AND FRAMES i,ALL. SURFACES) INCLUDING PLASTIC FACED - WHITE TRAINING ROOM HAIL JANITOR. SHELF BRACKET. ANCHOR STUDS TO FLOOR AND STRUCTURE ABOVE. JAMBS. CCl COLUMN COVER KOROSEAL WALL PROTECTION KOROGUARO K-38 FERN, SHEET .040' COLUMNS 20 130 Professional of record THICK, P1 HAIRCELL TEXTURE, 6' HIGH practicing as an individual, i rPn� • 5. CONTRACTOR TO PROVIDE ALL SIGNS, DECALS, SYMBOLS, AND ANY 15. CORNER GUARDS (CGI) AND WALL BUMPERS ARE SUPPLIED AND ADDITIONAL REQUIREMENTS FOR DISABLED ACCESSIBILITY AS DESIGNATED INSTALLED BY CONTRACTOR. CGI CORNER GUARD KOROSEAL WALL PROTECTION KOROGUARD THERMOFORMED K-38 FERN PARTITION CORNERS 20 140 ---- BY LOCAL CODES. .028' GAUGE, P1 HAIRCELL TEXTURE, 16. SEE ELECTRICAL DRAWINGS FOR TELEPHONE LOCATION. 2"x2'x3'-7' HIGH. jIAN i, 4 8. ALL NEW/RELOCATED TOILET ROOM ACCESSORIES TO BE INSTALLED PER CG2 CORNER GUARD KOROSEAL WALL PROTECTION KOROGUARD THERMOFORMED K-38 FERN COLUMN CORNERS 20 140 PER ADAAG (OR LOCAL AND STATE) REQUIREMENTS AND MOUNTING HEIGHTS 17. CONTRACTOR TO VERIFY ALL LAVATORY AND COUNTERTOP OPENING .028" GAUGE, P1 HAIRCELL TEXTURE, ,i (WHICHEVER IS MORE STRINGENT. GC ALSO TO VERIFY THAT ANY CUTS NTH LAVATORY MANUFACTUER'S REQUIREMENTS. 2"x2%6'-O' HIGH. PROFESSIONAL r' TOILET ROOM ACCESSORIES NOT TO BE REPLACED OR RELOCATED HAVE BEEN INSTALLED TO MEET ADAAG (OR STATE AND LOCAL) GUIDELINES. 18. REFER TO c-AEET A9.1 FOR PARTITION TYPES. CTI CERAMIC TILE DAL TILE D-799 PEARL WHITE (MATTE) 4" x 4" x 1/4" RESTROOM WALL TILE N/A N/A OF RECORD: IF NOT, GC TO f40TIFY TRU CPM AND RELOCATE AS REQUIRED. CT2 CERAMIC TILE DAL TILE (PMS COOL GRAY 7C 1921 GRAY GRANITE VITRESTONE 8"x8"x5/16' RESTROOM FLOOR TILE N/A N/A JAMES C. ALBERTS 1 to / s 19. INSTALL PUBLIC TELEPHONE SO THAT THE TOP OF THE COIN SLOT IS CT3 CERAMIC TILE DAL TILE )PMS COOL GRAY 7C; OP3689 COVED BASE, COLOR GRAY GRANITE, RESTROOM WALL BASE N/A N/A 7. REFER TO PLUMBING DRAWINGS FOR FIXTURES AND PIPING INFORMATION. 46' A.F.F. PAY TELEPHONE HOUSING AND SHELF TO BE CLEAR 6" HIGH x 8" WADE, WITH MATCHING 514-821-1100 INSULATE ALL EXPOSED PIPING BELOW LAVATORIES. PLEXIGLAS OR WHITE LAMINATE (NO MELAMINE PRODUCT). INSIDE/OUTSIDE CORNERS CT4 CERAMIC TILE DAL TILE OS-3619T SANITARY COVE BASE, COLOR JANITOR'S CLOSET BASE N/A N/A D. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY/ALL OWNER 20. CONTRACTOR TO FIELD VERIFY All LAVATORY COUNTERTOP LENTGHS 0--799 PEARL WHITE, 6' H x 6" W. WITH FURNISHED ITEMS U.N.O.. PRIOR TO FABRICATION. j MATCHING INSIDE/OUTSIDE CORNERS if. CONTRACTOR TO INSTALL WATER RESISTANT GYP, BOARD IN RESTROOMS, 21. FLUSH VALVE IN ACCESSIBLE TOILET STALLS TO BE INSTALLED ON THE CPT) ROLL CARPET J & J CARPET 12' WIDE ROLLS, KIDS "R" US AREA N/A N/A W HALL AND JANITOR'S CLOSET, ON WET WALLS ONLY, AS REQUIRED SIOE OF THE TOILET WITH MORE CLEARANCE (WIDE SIDE). COLOR: MULTI-CHROMATECH BY NEW CONSTRUCTION. FT1 FLOOR TAPE 3M /47, - 4" WIDE - COLOR BLUE RACETRACK BORDER. N/A N/A FRP1 FRP PANEL WAINSCOT MARLITE MARLITE FRP PANEL - S--100G WHITE(TEXTURED) JANITOR'S CLOSET (TO CEILING) N/A N/A National 0 ice GRTI GROUT HYDROMENT CLASSIC BONE 96114 DESIGNER SERIES RESTROOM WALL GROUT N/A N/A 102 Chestnl R' a Road LIST OF ACCESSORIESGRT2 GROUT HYOROMENT DELOREAN GRAY 96635 OESII,;NER SERIES RESTROOM FLOOR GROUT N A N A Montvale, NJ 07645 PLAM1 PLASTIC LAMINATE NEVAMAR S-3-43T MALLARD TEAL- TEXTURED FINISH MAN. OFFICE, DIR. CFFICE 20 45 (201) 802--5900 " H-5 GRADE COUNT ROOM k BREAK ROOM COUlk,TERTOPS, COUNT ROOM BINS, LAVATORIES k ALL WAINSCOTS. This drawing is the Exclusive Property of PLAM2 PLASTIC LAMINATE WILSONART LSW 0428-6 'SNOWDRIFT' BOXED CORNERS 20 45 TOYS "fl" IDS. The information shcwn may LIST OF ACC NOTE: ALL ITEMS SUPPLIED INSTALLED BY G.C. (U.N.O.) PNT1 PAINT not be used nor the OrOwings Reproduced SHERWIN WILLIAMS 5W1004 PURE WHITE WALL FIELD, COLUMNS 5 0 PNT2 PAINT SHERWIN WILLIAMS SW1482 'TAOS TURQUOISE' DOORS & DOOR FRAMES 5 0 without permissian of TOYS A" US. tip IBM"_ GA NO RST• AREA BETWEEN BUMPERS ON 1 SOAP DISPENSER w TENDED SPOUT) BOBRICK 8-152216 STAINLESS STEEL IN COUNTERTOP PNT3 PAINTASONRY WALLS (IF REQUIRED) Location SHERWIN WILLIAMSWALLIAMS B48W61 DRYFOG 'BRILLIANT WHITE" EXPOSED ROOF CONSTRUCTION 5 0 � AA��• OR Z TOILET TISSUE DISPENSER SUPPLIED BY TRU AND INSTALLED BY CONTRACTOR 19" •E PNT4 PAINT SHERWIN WILLIAMS SW1006 "SILHOUETTE" COMPACTOR DOOR 5 0 (�` PNT5 PAINT SHERWIN WIWAMS SW1595 "RUBY GEM• EXIT DOORS & SPRINKLER RISER 5 0 �� e B-Sb0 STAINLESS STEEL 33 3/4' PNTB PAINT VALSPAR 789GOD6 'BRIGHT SILVER' INTERIOR FACE OF ALUM. DOORS 5 O1ON� S11M CASCADE BLVD. f 4 FEM. NAPKIN DISPOSAL BORlRICK 8-254 STAINLESS STEEL 19' •E OLY1 OLID LA C SANTANA TEAL-STANDARD SERIES RESTROOM PARTITIONS - - '; 5 FEM. NAPKIN VENDOR SUPPLIED BY TRU AND INSTALLED BY CONTRACTOR 415' • TOP R81 2 RUBBER BUMPERS KOROSEAL WALL PROTECTION - VESTIBULE - - DFOWlrl9 T"itie F". • ToWEI r1SPENm SUPPM BY TRU AND INSTALLED BY CONTRACTOR 54' • TOP SSMt SOLID SURFACE MATERIAL FORMICA FOUNTAINHEAD FX-7-10 SPRING ICE XPRESSIONS RESTROOM VANITY 10 175 7 WASTE RECEPTACLE BOBRICK 9-277 fiTAINLESS STEEL 30' • TLP VB1 VINYL BASE ALLSTATE 20 TEAL WALLS 20 130 ENLARGED TOILET B TOILU COMPARTMENT SANTANA SUPP. AY OIMNER/IINSTALL BY G.C. - (718) 5T ALLSTATE FOR DISTRIBUTOR PLAN & SCHEDULES (718) 526-7890 NIIIOR 90 MCK 8-165 2436 STAINLESS STEEL 40' • BOTTOM " • '•• VCTI VINYL COMPOSITION TILE ARMSTRONG 51974 COMPANION SQUARE 12"x12x1 8" FLOOR FIELD LESS THAN 75 LESS THAN 450 OR Mae t CK 8-•165 31636 STAINLESS STEEL 40" • BOTTOM : '• :•: : - • • • • VWC1 VINYL WALL COVERING GUARD STIPPLE L510 GARDENIA, TYPE II DIRECTORS OFFICE 5 15 Scale Date aArEA DECK SUPPLIED BY TAU A40 INSTALLED BY CONTRACTOR 32' • 24 OZ. OSNABURG, 53' WIDE MANAGER'S OFFICE AS NOTED 1/10/02 URINAL SICAEEN SANTANA SUPP. 8Y OWNER NSTALL BY G.G COUNT ROOM PAITTITIONSGLA,S I "" ••' °•• ••• K-38 FERN, B HIGH x 1 1/4" MADE .p R;AII AEROlOL DISPENSING 5'Y>:IEM PRO-LINK AoODA - B'-o' WALL BUMPER K AL WA17 PROTECTION KOROWARD SERIES MODEL Sheet No. • ° • .078' THICK WITH MATCHING END CAPS A 3 Caee�de Ave 10065 SUP2002-00012 . . . . . . .. .. .. . 30 of 38 CR1 illl RLI! 111 ! II Illlii SII ILII I U III illll Illlill I Illi III.I)III )III )III 1 �1{liull llll UII IIII�IIII ! II.11 II Til Inllll Ill�ill I )III 111 I Hili I I II 111 )III 1111 1111 11111111 1111 III IIA I 1 )III I )III I I x.� f. .• - aCbr t1 M1 10 I I IZ 148 14 18 I 18 1• 20 21 22 23 24 28 28 157 28 20 30 .� :ri u r ,. .� ,r <,..7ygay+*r",n;,,ppwn„u•a,+r,n...,... .• .,at•x �,i ,�'�<( 9..•y kr�'a h biy «lajf 1i i ,�� ' t , Y L s Y 4 F Y r � f - -} Ih Il4t b r11 x, }fi P �, a � w iI1^a'�ay;r, cr f aIr S t.:'A•M4Jpit 1 �tYW ti, #., ky�rM q t�t'Y'' t �5', •� � '� fit r nf.. r S • .•_.��.i:,: .I ,r k," � k d�l.^r`� k 1~' nry t r,n rods{ E: `,�`' i ,!?a. i r,' ,1,y, s ) ,�Y 1.. ,.. t � .1 �i,. �.� ,., ..,-+� .. ',': r :',, f ,t •.i((h - a y... •, it Mr ..., ,.,.. „ .. •+yr!. .: "'•ae�; .,:' :- e.. „t.: :,+. .x�-. ,. 1'a? I I!G' .47 '773I,r- •I;d�' ,-y . 5 , .��: y - _. 1 Revisions EXIST. METAL ROOF DECK�� NO Date Description X 4- X 5/16" X 4- LONG - -- ---��-- • _-- _ 1/10/02 PERMIT APPLICATION CUP ANGLES (LLH) W/ 1/2 W X --- - - EXIST. META ROOF DECK- - 1/4" MIN. 1-1/2'L SLOT FOR ANCHOR O 3 x3 x1 STL. 6'-0' O.C. ANCHOR W/ 3/8" ANGLES • 6'-0' O.C. _ WELD TO TOP CHORD -- DIA SLEEVE TYPE EXPANSION OF JOISTS. DO NOT BOLT INTO MASONRY ATTACH TO ROOF DECK _ I 6 X 10.5 STL EXIS T. EL ST c GONDOLA CHANNEL CONT. EXIST. STEEL JOIST f ® BETWEEN COLUMNS. ALIGN - TOANNELS ANGLE FACE OF CHFIELD ANNEL -- -----�- ._ -- TO EXTEND 1/4' BEYOND \ FACE OF COLUMN JI I- -- - AFIELD NGLE WELD 3"x3%1/4' STL. ANGLE ANGLE BRACE BETWEEN EXIST. JOISTS 3'x3'xi/4" STL. ANGLE BETWEEN TOL3ANGLE 4" • 6'-0" O.C. JOISTS O 6'-0" O.C. (FIELD WELD (FIELD WELD IN PLACE) IN PLACE) 2"x 2"x 1 4" CONT. ANGLE - _ 3/8' DIA STL. HANGER �n ALIGN FACE OF ANGLE WITH RODS O 6'-0" O.C. (MAX.) 3/8- DIA. STL. HANGER RODS FACE OF CHANNEL ABOVE THREAD ENDS 6' TO o • 6'-0' O.C. MAX. THREAD EXPANSION BOLT TO 2x4 WOOD BRACING ENDS 6' TO RECEIVE DOUBLE SLAB O 48' O.C. RECEIVE DOUBLE NUT AND 0 EA. JOIST, WASHER O EACH END 0 JOISTS w/(2)ACH NUT AND WASHER O EA. END X ---� 'HILTI' 12-24 HWH N PRE-SAL S SALES W 05 SCREWS, 1c ATTACH (SEE PLAN 14 N 0 T USED USEDto"6 < TO ALIGNMENT PLATE __ _ D E TAIL PRE-SALES SALES � THRU GONDOLA (SE PE PE LAN) W/(2) DRYWALL SCREWS. V 2x6 WOOD ALIGNMENT PLATE 1 7 SCALE: 1 7 SCALE: � (CENTER SUSPENSION ROU) 1 10 SCALE: NONE 3'x3'x1/4" STL. ANGLE I PROVIDE 2'-0' LONG 2x6 BRACES • W-0" O.C. WOOD SCAB AT ALL JOINTS WELD TO ANGLES O TOP & FASTEN w/(4) LAG SCREWS CHORD OF EXIST, JOISTS. CO EACH SIDE OF JOINT. (DO NOT ATTACH TO ROOF DECK) • FIELD WELD IN PLACE \ C6x10.5 GONDOLA CHANNEL x4 WOOD ALIGNMENT PLATE SUSPENDED FROM JOISTS ANCHOR TO FLOOR SLAB w/ w/3/8' DIA. HANGER ROD POWDER ACTUATED FASTENERS (CHANNEL • 11'-8- A.F,F.) DrawingReferences 16 GA. H.M. FRAME � I_ EXIST. SLAB ON GRADE- • 24" O.C., (ALIGN FACE w/ 3 5/8' OR 6' 20 GA. ANC DE THREE JAMB < FACE OF 2x6 ABOVE). MTE_ STUD • 16" SEE PARTITION • O.C.—�`-_-TYPE (2) 3 5/8' 7/16 x ?' LONG SLOT IN No Drawings ^r (2) 3 5/8 OR 8 20 OR 6 20 CHANNEL O EA. HANGER ROD (TYP.) 2x4 W000 BRAC,NG 3/8' DIA. STL. HANGER RODS GA. MTL. STUDS • EA. JOIST. ATI ACH 5/8' GYP. BOARD GA. MTL. STUD .• � O 6'-0' O.C. MAX. THREAD USE SIMILAR CONNECTION WHERE "H JOISTS w/(2) NUT AND WASHER O EA. END BQ,tED HEADER - ENDS 6" TO RECEIVE DOUBLE F GONDOLA IS PERPENDICULAR TO 'HILTI` 12-24 HWIf JOISTS, 05 SCREWS, do AT-ACH -- ------ -- 2x6 WOOD ALIGNMENT PLATE °D 2"x2"x,/4- CONT. STL. TO ALIGNMENT PL/ITE _„ p• (CENTER SUSPENSION ROD) - ANGLE - ALIGN FACE OF W/(2) DRYWALL .`,CREWS. -- PROVIDE 2'-0- LONG 2x6 16 GA. H:M. FRAME I ANGLE WITH FACE OF WOOD SCAB AT ALL JOINTS PROMDE THREE CHANNEL ABOVE EACH SIDE OF JOINT. 3 I" EXPANSION BOLT TO k FASTEN w/(4) LAG SCREWS ANCHORS • JAMB 1' DOOR Di-M y SLAB O 48" O.C. am* USE SIMILAR CONNECTION WHERE �� R.O DIM EXIST. GONDOLA IS PARALLEL TO JOINT CONDITION 5 //N' iNt 5/8' GYP. BOARD -- ----� SLAB ON GRADE JOISTS. !" VERIFY ALL FIXTURE ALIGNMENT WALL & FLOOR PLATE LOCATIONS WITH FIXTURE PLAN RF1.0 TO COORDINATE WITIi ALL FIXTURES. THRNT PLATE 15 HEAD 11 JAMB /07*N-NOT USED 7 DETAILCHANNEL & ANGLE , ETA I L PERPEGONDOLA NDICULARETO JOIST 1 7 SCALE: 1 1/2' = 1'-0" 1 7 SCALE: 1 1/2" 1'-0" — — SCALE: 1 7 SCALE: NONE 1 7 SCALE: NONE GONDOLA CHANNEL 2x4 WOOD ALIGNMENT COL rt OF PIVOT ABOVE.— Of PIVOT PLATE, ANCHOR THRU GYP. BOARD TO STUDS BID DATE: 1/10/02 w/3' LONG DRYWALL ��- - CARD NAME: 632A07 PROJECT NO.: e02632 _ SCREWS O EA. STUD. + FACE OF COLUMN BEYOND DRAWN BY: RMT CHECKED HY: CMS JAMBC475 STT. CHANNEL - 1/4' STL PLATE PROTOTYPE DESIGNATION: 2002 ,9r — JAMB - EXTEND f0 GOND. (TOP /t BOTTOM) � �: CHANNEL ABOVE WELD TO STANDARD -- ---- -- -- -�F1ELITVEI�IF�WIfSTfI• — - - - — --- --- — � a REO'D. 4" X 4" X 1/GLES 4- X 2 LONG FLOOR ANGLE---,. ` n / --- --- �A� O snn 1 1/2 rL SLOT WFOR/ANCHOR O � n - 6'-0. O.C. ANCHOR W/ 3/8" (91%099 DIA. SLEEVE TYPE EXPANSION 10877 WATSON ROAD QI BOLT INTO MASONRY (GROUT ST. LOUIS, • ' s CELLS SOLID) MO 63127 3x3 x1/4 x3 LONG Y 2x4 WOOD I,LiGNMENT STL. ANGLE-WELD TO PLATE, ANCHOR TO PROJECT MANAGERS MASONRY w/'HILTI" CHANNEL • ANCHOR KWIK-CON 11+ 14-334 1 2x6 WOOD ALIGNMENT PLATE Professional of record TO SLAB w HILTI - -- -- - --- -- --- - TFH MASONRY SCREWS k ATTACH TO ANGLES w/(2) practicing as an individual. HSL M-12/25 MPACT DOOR w/ O 24' Q.C. \ SEE 1.0 "HILTI* 12-24 ANGLES NS SCREWS !., EXPANSION ANCHORS PIVOT HARDWARE , HWH ATTACH TO PLATE PER co X �� MFR'S RECOMMENDATION a _ 2x4 WOOD ALIGNMENT PLATE FIXTURE STANDARD X, ANCHOR TO FLOOR SLAB w/ I11. 14 ZOOZ . POWER ACTUATED FASTENERS O 24' O.C., (ALIGN FACE w/ 1/a 5/4 4'-6" (3'-3' SINGLE) J/4 1/� FACE OF 2x6 ABOVE). PROFESSIONAL 1 CLEAR OPENING OF RECORD: \ J JAMES C. ALBERTS 1 1CS 5'-0' (3'-9" SINGLE) IF REQUIRED. 314-921-1100 CENTERLINE OF STANDARDS R002r 11 EXP. DATL 12131/ NOT /00Ii NOT USED e JAM O IMPACT 2 DETAIL AL GNMENTHRU T'WOOD PLATE 3 DETAILRE LIGNMENRU T'WOOD PLATE RE DDOORS SCALE: — — SCALE: 1,7 7 SCALE' 3"■l1'-0" 1 7 SCALE- NONE 1 7 SCALE: NONE ys 2x6 WOOD DIAGONAL BRACING ABOVE DOOR National Office JAMBS, ATTACH D 2x4 BRACING O 3'-0" PROVIDE WHITE STRUCTURC ABOVE. 2x8 WOOD GONDOLA O.C. MELAMINETOP -_ ALIGNMENT PLATE 102 Chestnut Ridge Road • 11'-8" A.F.F. 2x2 MIN. CONT. MELAMINE Montvale, NJ 07645 1 'X3"X1/4-X4" LONG CORNER BLOCKING-� PANEL (201) 802-5900 PAINT GONDOLA PLATE, L CUP ANGLE, - WELD TO JAMB 6t HEAD CHANNELS JAMB CHANNELS k LAG /-G.C. RESPONSIBLE FOR VISIBLE FROM SALES AREA. BOLT TO WOOD PLATES. PROVIDE WHITE ASSEMBLY At INSTALL. _�� This drawing is th!- Exclusive Property of COLOR: PNT'1 MELAMINE OF BOXED CORNERS. TOYS "51" US. The information shown may --------C4x7.25 STL. CHANNEL TO' r not be used nor the Drawings Reproduced IMPACT DOORS BLOCKING PROVIDE RUSH ' �_•C11 ES JAMB _ _ -- SURFACE BETWEEN without permission of TOYS -9" US. C4x7.25 STL. CHANNEL PANELS. DOWEL OR HEAD - WELDED TO STL. BISCUIT PANELS 2' MNYI. OR RUBBER CHANNEL JAMBS TOGETHER. Location REDUCER STRIP . ALLTIGARD. OR SHIES CPRE–SALES _ _ _- — UNE OF FIXTURE - - WHITE I I 10065 SW CASE OPENING (SEE SPECS) MELAMINE I 1"x1" ALUM. TRIM V ADE BLVD. VCT FINISH IN i 7 7 PANELS ANGLE TO COVER � PTELS CORNER JOINT. SALES AREA CONCRETE SLAB \ IMPACT DOORS 1"x,' ALUM. TRIM I Drawing Title ` ANGLE TO COYER o INTERIOR 6 CORNER JOINT. I � � i WELD 1/4- STT, PLATES ' ' DETAILS NOTE: // • TOP k BOTTOM FOR FIELD VERIFY WIDTH k NOTE: • • • ••• • / DOOR FRAME ASSEMBLY DEPTH AFTER FIXTURES ARE I WHITE MELAMINE ^ • (FIELD VERIFY SIZE ! INSTALLED. COORDINATE I TO BE INSTALLED ON \ •• ••• ••• • SHAPE WITH THE FIXTURE 5/8" HIGH DENSITY Scale Date f • / LOCATION) PARTICLE BOARD. AS NOTED 1/10/02 I' `, „• ;• I / PLAN RF1 & OWNERS FIELD at REP. Sheet No. A IMPACT DETAIL4 BOXED FINISH FLOOR 1a RESHOL,D DETAIL 13 Nn�' USED 9 ..SE�; '1 : OORS 4 1 7 �ICA�. CORNER c. • 1 —d' _ 0 7 SCALE: 3 8 = — SCALE, 1 7 SCALE: t" = 1 —0 / 1 0 (VERIFY AMOUNT C FIGURATION de A70 LOCATION W/FIXTURE PLAN RFI) r 1 �J 4r FlK• � Caseade Ave.10066 • • • • •a • a .•• SUP2002-00012 31 of 3M • . „ . . •, ,, ,' �,*� Cm{IIII�II I � � T ul�nll) I I �I I +I I Ull�n;l'llu� �r I uI� I�IIIIIIIIUI�iIII�InINII�iillll�l��Illnl I IhInI�I r Ilnlllll�nu 111 I IaIv II Ie ria I'� le II7 II! I 21 22 23 ♦ :y $e 29 30 y t�`•s. — I C 1 b h 1� I-e; ',•a � k �•,�'?��I:r � �,�I�a r�t. i �-.-a v s c4�C�.7,Rr„ t t: C {H ,, 5,. iE{o.,R •_ fl ._ .b�41h'. ,., i' .:.:. 1 ,2: -:. ,.n 91 ;, .' -. •.Try. ,� -`r• •i •. y '� ,1,�.. t,.7�. d• a. ,. ":,. .,I i.M.... ,n., ,: ., ,:., + 4 .. ,s 'wra}w•. vl;. y. , ��,. „ ,J,. r .j. «4 :.! .t, t' :a. r. a✓Jx•„7.. N.,Y 1'i, S ;r:��•AL'e .�, -. �. ISa'.I�, .n.-m' ^1 >� . k,"�}. d� 1,,0 ,t•-. ,q. ,t p: .-y. 1 �. i' • , n a , 77 711111 la h. 1" t-7j'i n. 1 --- 3/8' DIA. THRU 6017 W/ LOCK- 1 Revisions NUT AND OVER SIZED WASTERS (EACH JOIST) i No Dat• tion 1/10/0? PERMIT APPLICATION —2 x 2 X 1/8 ANGLE AT EACH KEYED NOS I 4 STL JSTS. (TYP. PIPE STRUT ANGLE I - �-- /12 MIN. EYE BOLT W/NUT 10 e e ON BOTH SIDES Cr ANGLE I rn NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. �1 4--10 1/4• 3' _7• o 12 VERT. MARE INSIDE STRUT L I2 NEAW PARTITION.IANT TO ir1ATCH ADJACENT L ------ L--- i 9a -+ Q1 CEIUNG I NEW VCT IN KRU OFFICE k PRE-SAI.Et3t I If 15 I EMT STRUT O 12'-0' O.C. ROOF/FLOOR FRAMING AS REQUIRED. RE: SCHEDULE FOR SIZEADJUSTABLE SURFACE EMT SLEEVE ONE SIZE MTD. W&L STANDARDS ' �1 I COUNTER TOP PROVIDED h INSTALLED BY G.C. • 7 C.C. (TYP.) BY. �—�REFER TO DETAIL. 5/A8 FOR MORE INFORMATION. LARGER THAN STRUT. 5END OF I f 2 1 EVE FOUR 12 go. SPLAYED SEISMIC \1 FITOOVER MAIN RUN ERO s -4'-0'x1'-0'x3/4" COMP. OPEN TO STRUCTURE ABOVE 1� SUPPORT MARES AT 45' BOARD SHELVING W/ a ( KRU STOCK I MAX. (TYP.) ANCHOR TO UNDER- b (2) 12" LONG BRACKETS • I I JOISTS WITH 2 qa• FOR EACH SHELF. TYP. �6 ACOUSTICAL TILE CEILING. 24 x48 LAY IN PANELS TO I 3 LAG SCREW EYE BOLT. 1'-0' 9' (TYP.) BE ARMSTRONG 1749 FINE FISSURED-PLAS11C FACED. I ' ' I (TYP. • EA. STRUT -- 7 I I SUPPLIED k INSTALLED BY C.C. COLOR: WHITE. REFER TO DETAIL 8/A8. 61 I o • I 2'-3• 3'-2' �, PLASTIC LAMINATE ON ❑7 NEW 24x48' FLUORESCENT UGHT FIXTURES. I R 0 ? I IIIIIIIIN 4 TIGHT TURNS IN , b 3/4"COMP. BD. - COORDINATE WITH TRU REPRESENTATIVE. 1 1/2 LOOP BOTH CONNECT w/ COUNTER TOP i� EDGES. I . o EN S (TYP.) ` r-.• _ KRU OFFICE I 16 I MAIN RUNNER— �''` (2) TEK SCREWS _ PLASTIC LAMINATES TO BE k� "FORMICA' /925 CHAMPAGNE - SUPPLIED k INSTALLED BY G.C. CROSS RUNNER 0 7 2•x4' LEDGER BOARD 3 4 d (TYP.) I ❑ i= \\ C.H. W—o' PIPE STRUT SCHEDULE I I 2 CHROME SUPPORT LEG �l!?.ZES: .New N FEET PPE SMT UN 1 4/4' DIA. (MIN) W/ Z_ - BASE FLANGE BOLTED 1. REFER TO SHEET Al FOR PARTITION TYPES. I 2 0' TOT 1 2" • EMT CONDUIT IC80/ TO FLOOR (TYP.) 2. NEW PARTITIONS TO UNDERSIDE OF ROOF DECK 7' To 10' 3/4' •_EMT CONDUIT ER-5173 AS REO'D. ABOVE. I DraVUi:''iy References 10' TO 16' 1" • EMT CONDUIT •3. INSTALL OR 'RELOCATE SPRINKLER HEADS IN -- OFFICE AS RE_OUIRED. NOTE: THE FOLLOWING CONDITIONS SHALL BE FULFILLED (FOR ALL NEW 4. REFER TO SHEET A3 FOR INTERIOR FINISH UST. No Drawings SUSPENDED CEIUNG SYSTEMS) PER BUILDING CODE. A. SUSPENDED CEILING SYSTEM AND ITS :. TAT:STANDARD TO THE COUNTERTOP REFLECTED CEILING PLAN. FLOOR P LAN STRUCTURE SHALL CONFORM TO U.B.C. STANDARD 25-2. e. 5�SUPPORT DETAIL 1 ENLARGED PLANS xs (4, FOUR N0. 12 GAUGE NARES SHAD. BE SECURED TO THE SCALE: 3/16" � 1�-0' SCALE: 3/16" 1•-0' MAIN RUNNER W17HINGA 2" WI THE CROSS RUNNER ID TO THE AND SPLAYED 90• FROM EACH OTHER A7 AN ANGLE NOT g 8 SCALE: 3 8» 1 —O" VSCALE: AS NOTED EXCEEDING 45' FROM THE PLANE OF THE CEILING. THE / VERTICAL STRUT, FASTENED TO THE MAIN RUNNER, SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS ABOVE AND CEILING GRID BELOW. THESE STRUTS SHALL BE PLACED 12. O.C. IN ,80TH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE SHALL BE ADEQUATE FOR LOAD IMPOSED. C. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT AND R NNERS MhNTAI0 ED ADJACENT WALLS AATHTHE OTHER�(2) TWOBETWEEN WALLS Q D. DISCONTINUOUS ENDS (1' THE CROSS RUNNERS AND MAIN 8" 20 GA. MTL. - - - - RUNNERS SHALL 9E VER i CALLY SUPPORTED WITHIN 8" DEFLECTION TRACK TO OF SUCH DISCONTINUITIES, FIT OVER GYP. BOARD. EXISTING STL. POOF JOIST BEYOND 6 SEISMIC DETAIL COPE GYP. BD. 8 8 SCALE: NONE AROUND STL_ JOISTS. PROVIDE -- 1/2" CLEAR SPACE i 2x4 WOOD ALIGNMENT PLATE TO ALLOW FOR ( w/"HI 'ANCHOR TKMAK-SCON MASONRY DEFLECTION. 14-334 TFH MASONRY 2x4 W000 ALIGNMENT _ I SCREWS O MA NR BOLT INTO MASONRY (GROUT CELLS SOLID) BID DATE: t 10 X02 _ PLATE. ANCHOR 1HRU --GYP. BOARD TO STUDS -!- F -X09 PROJECT NO.: 802632 W/3- LONG DRYWALL - - - CADD NAME: SCREWS • EA. STUD. c DRAWN BY: _ RMT CHECKED BY: CMS PROTOTYPE DESIGNATION: 2002 REMODEL- C2000 I 18' D. (TYP) OVERSTOCK SHELF • 18" D. (TYP) OVERSTOCK SHELF O 11'-0' A.F.F. W/SOFFIT MOUNTING 11'-0" A.F.F. W/SOFFIT MOUNTING BRACKET. BOLT TO SOFFIT PANELS BRACKET. BOLT TO SOFFIT PANELS WA2)�BOLT'S PER PANEL (MIN.) III BOLTS PER PANEL (MIN.) PER 4-0 SECTION. c JPER 4'-0' SECTION. j 10877 WATSON ROAD 2'-0"H. x 4'-0" W. WHITE ry I 2'-O"H. x 4'-0' W. WHITE ST, LOUIS, MO 53127 HORIZ. BRACING (PROVIDE MELAMINE LAMINATE SOFFIT MELAMINE LAMINATE SOFFIT PROJECT MANAGERS PANEL. FURNISHED AND ONLY • AREAS WHERE PANEL. FURNISHED AND � INSTALLED BY TRU. CEILING OCCURS). INSTALLED BY TRU. - --- T - -- - - Professional of record n -- n II II i practicing as on individual. ii ADJUSTABLE SOFFIT BRACKET, ADJUSTABLE SOFFIT BRACKET, ii BOLT TO SOFFIT PANEL. BOLT TO SOFFIT PANEL. (MIN. (4) BOLTS PER SECTION). �. (MIN. (4) BOLT'S PER SECTION). ii 14 l_UOZ II II 1 SUSPENDED A.C.T. CEIUNG ii SINGLE T-5 LAMP FLUORESCENT SINGLE T-5 LAMP FLUORESCENT PROFESSIONAL (NO COLING • KRU STOCK - II STRIP LIGHT. (4'-0' OR e'-o' ---- STRIP LIGHT. (4'-0" OR 8'-0' OF RECORD: EXTEND GYP. BD. TO " LENGTH). SUPPLIED BY TRU k I LENGTH). SUPPLIED BY TRU k JAMES C. ALBERTS 1 UNDERSIDE OF ROOF DE ii INSTALLED BY ELC. INSTALLED BY ELI II 314-821-1100 J II II � II II � II LL II " " KRU PANEL TO 9'-0" A.F.F. b' W II KRU PANEL TO 9'-0' A.F.F. PROVIDED k INSTALLED BY TRU. PROVIDED k INSTALLED BY TRU. us n II I 1I n Notiona Office `—UPRIGHT STANDARD TO 12'-0' A.F.F. 102 Ch tnut Ri ge Road UPRIGHT STANDARD TO PROVIDED k INSTALLED BY TRU. Montvale, NJ 645 � 12'-0' A.F.F. PROVIDED i i o b k INSTALLED BY TRU. _- 1 (201) 8(12- . 00 � KRU STOCJC&MCF :If - - SAI ES AREA °' ii ii Thi9 drawing is the Exclusive Property of II I TOYS "SI" US. The information shown may BACKBOARD (DIVIDER AT 9'-0' I BACKBOARD (DIVIDER AT 9'-0' A.F.F.) A.F.F.'// PROVIDED k INSTALLED ! PROVIDED k INSTALLED BY TRU. not be used nor the Drawings Reproduced BY TIiU, without permission of TOYS "f1" US. 6" 20 GA. If STUDS • 16' O.C. II EXISTING CONIC, BLOCK WALL�1 W/ 5/e' GYP. BD. EACH Location II SIDE-TYPICAL O TI A . OR ii 18' DEEP GONDOLA BASE DECK i� 18" DEEP GONDOLA BASE DECK (TYP.) (TYP.) DEPTH OF SOFFIT 11D OFPBASE DECK. TH OF OFFIT TO MATCH UEP1H ;e II MATCH DEPTH OF BASE DECK. - „ 10065 SW CASCADE BLVD. e' 20 GA. NTL R nis TRACK - - - a . H -- -- - -- _ Drawing Title u u t A1t1111" TO 9LA9 w 1/2' 'MLii sl 3Y r y t`r M-12 ANCHORS " 3' EMBED. _ STING CONE.. FLOOR SLAB I__ i - EXISTING CONIC. FLO(1R SLAB c ENLARGED PLANS i ±r% �g��; c' ' 1t�" >w o ;� ` FIN. c; EXIST. FLOOR - r ,' L ,! -- ------.—_ EXIST. FlN. FLOOR - - --- _ _ -- --�►- & SECTIONS �� Fri, ' I ' � � � � � �,�,:` �, ZIIht�I:y feu r ! t ±�d •• • • • • •• • 3t Scale Date ,q�'i t s AS NOTED 1/10/02 'j}! t `.1�I �� SC`ky'�i P: i� "�CI p►��rr, ,af li SECTION 3 N 0 T USE D 2 SECTION Sheet No. 1 6 SCALE: 3/4" >. 1•-0" • : : • : . :�. 1 8 SCALE: 3 4» 1._0» » / . / 1 8 SCALE: 3/4 1 —0 0 i s ul;h t A8 'j, . . • • .. • ... Caseadx Ave.10Da6 • • • • • •• •• • DUP2002-MM2 32 o1 38 w.�..+w�++r7M1'r -.... .�.. ...____._�.—.---_.._.. .--.._-..-.-....,�,��.a.._._.._..w,�,—,r—. ,..y.,a..l•/.wPrnY.•I�,RM.w1..f�wt�'� ... ......-. .�.�--... 1111 1111 1111 I II Ilii II ARM-1t, .r•. '• 111111111111111111i111111I 111illlIIII111 >� CRI I I I I I I 1 (( I tl Illil 11 11.111 1111111 IIIIIIIU Fill 111111 I II11 IIIIINII Ilillllll 1111111 1 IIIIIIIII (1111, 1! tl1111111�1lt1 Ilt I II 111 11 II 111 I 1 I I I 1 11 � I � � ! � / s 1 I _I I + . I� III 1�! iD II4 II• 17 II• II• �O 2IL 22 sa ZIa 2ss 2e 27 ze Zt9 aI0 rp ss.{ w; w ,. 717""W"".74 . VIA �i.. �Y t'�Y'S•47. ��' r 1 � ' I • 1 r , d 1 I i yy: ♦^1�)tota. � '�h.��•7�15�. It fir 'L�rF,I>r�'�sr� ± �4 ;u• P 7. •1 .. - a - rK ll. ,fir•: 4 .- _-- - J-BOX MOUNTED IN JOIST SPA EMAP ENDCAP Revisions J (111101I)INTED AMW O ENDCAP ' I� JB (MOUNTED UNDER FIXTURE) ENDCAP NO Date Description i TRU 5/tl3 01 $SUEis FOR CONSULTANT FOR C.D.'S GONDOLA II PLAN VIEW PIAN VFW CONDUIT CONDUIT JB CONDUIT AND --- CONDUCTOR TYPICAL (INSIDE GONDOLA) ROUTE CONDUIT ROUTE CONDUIT INSIDE FIXTURE (TV) INSIDE FIXTURE (TYP) . PWO M ROUTE FLEX GENERAL PURPOSE DUPLEX RECEPTACLE - - - - - ----- - -- - -i S• (T7P) UNLESS INSIDE FIXTUREI r (TVP,) UNLESS I FVF ) ,NLf OTHERNSE NOTED (TYP) OTKRIMSE NOTED _ � � - I r UIr,tRWISL HL''EJ T PIAIGM _�7__.It LL.GVAf]ON , PLUGMOLD LOCATION FORA .1 - C_=_S__��-__ _______ - _ � ;•. . . , JB FIXTURE- 5'-0• HIGH FIXTURE A 11 rn n n rn n n n n rn } FI FFVA11ON ENDCAP MOUNTED TYPICAL 8'-00/12"—Om HIGH TYPICAL 5'-0" 5'-6" 6'-0" GP DUPLEX 's` - - 1 H H N H H H H N N GONDOLA MOUNTED EQUIPMENT HIGH GONDOLA MOUNTED RECEPTACLE - - IDS I I �� - ._ . H - . • 4 0 A.F.F. 2 (FED FROM ABOVE 3 EQUIPMENT (FED FROM ABOVE "'\MOUNTING DETAIL - --- ' y _ - =_-_�. RF1.1 SCALE: N.T.S. RF1.1 SCALE: N.T.S. RF1.1 SCALE: N.T.S. U •. 2 LEVEL OF LOW PROFILE VALANCE LIGHTING F-`}-� F9illtri - I w p • 5 ( . . , -_1 . .., .F.' _INFANT/T01)DI�BASCS �. . . p < 1 0 �.. igfOLER Boys w J-BOX MOUNTED IN JOIST SPACE ! �� h ' �� ,�... of t , : . . . ' .�:. . ,• ,� � � m�.. ANAGER'S O >` f J-BOX MOUNTED IN JOIST SPACE WO17kSTA710N �_: '_:=• _ _J. J-BOX MOUNTED IN JOIST SPACE \ •' CL a < O SERVICE DESK BEHIND MONITOR UTTUE BOYS A Az TRU GONDOLA MTD. ON TOP T BUENA "• a N U x • FIXTURE TRU GONDOLA ., o (14 T 3:.1 0 c F • /'. � VV V �• i p• � 1� a � w TRU GONDOLA ---- F � ,.�, �,_ _ BIG BOYS CONDUIT AND > Drawin References CONDUCTOR TYPICAL IMP l l I. zS .�. No Drawings OONDLAT AND I I I l T�I ;U - _ f -- --------- TYPE •V3• CONDUCTOR TYPICAL LIGHT TYPICAL �\ o • KIDS q►StCS - VIA, ;. ��. TODDLER CRCs n wt c4 ;� ''.',.:'; ---_--- BID DATE:--- PROJECT NO.: �. CAD NAME:TPRORF01 WAVE NO.:---- -1 ON TOP OF BOX �o + .� ' DRAWN BY: _. CHECKED BY: -- ARC CORNER (TYP.) _ . .._. PROTOTYPE DESIGNATION: C3 PROTOTYPE v2.4 �) -- NAA q�: Urns anis 2 LEVELS BIKE _ � , - 1 LEVEL IN RACK RACK LIGHTING 3 LEVELS BIKE RACK -- vie S LIGHTING DETAIL a DETAILt7N LIGHTING DETAIL tri, '—d• •A.�,� ny RF1.1 SCALE: N.T.S. RF1.1 SCALE: N.T.S. RF1.1 SCALE: N.T.S. -- , • I1�G OIRLS MTD. ON TOP ® OF FIXTURE TR i C A --_ � ; __ __ �- E TELEPHONE SYMBOLS � �, � � � A, � � a�F4'--D-- "�Qof - LL wJ > UjU RECEPTACLES LUGMOLD MTD • � 1 to N w QUAD RECEPTACLE 4'-O' A.F r. or _� fWj 5'-0• SECTION !� PLUCMOLD �"" rZ �® �� Z z or = CT-W-3 9 _� ' GENERAL PURPOSE DUPLEX RECEPTACLE 4'-0' SECTION OF DOUBLE SIDED ELECTRIC SPANNER - OSI .10 • -- - TT RT �� T4 'r-� Q 7 ER RAI e�w 4'-0" SECTION OF SINGLE SIDED ELECTRIC a �� (� Q� _� � . A5 M i_ SPLICER SPANNER - OSI ' LIGHTING FIXTURES MTD. BEHIND MTD. BEHINDSE FIXTURE FIXTURE $- M1D. A - - - �p SPLICER RAIL r f� 2 LEVELS OF BIKE TYPE* IN-RACK LIGHTING � - \ � � �- -_ * 1 LEVEL OF VALANCE UGHT.YG 4-0 SECTIONS) Z3 • I _ 3 T BIKE RACK (4-0• SECTIONS) - OSI ,. er ) Store Support Center - - - - 461 From Road LEVELS OF •BIKE TYPE• Nr-RACK LIGHTING � 1 LEVEL OF VALANCE LIGHTING (3-0 SECTIONS - � ' :, . _ Paramus, NJ 07652 � AT BIKE RACK 4-0 SECTIO►:S) - fJSi IF AF•PUCABLE) TD . •, �4_ MTD ON i •- T LEVEL OF IN-RACK LIGHTING LOCATED ' (2) LEVELS OF LOW PROFILE VALANCE LIGHTING .� L71I a - L_- T t - ` "� - � • - - LOWER LEVEL (ENVIRONMENTAL FIXTURE, e'-o' w POLE gy J - (201) 599-7800 _ ___ -- __--__ _ - - - I I � - }- -- M _ _ This drawing is the Exclusive Property of ggC�g) 4-0 SECTIONS) - OSI ` TOYS "A" US. The information shown may -- -- - ------ .. HK•• �__��_ 1 LEVEL OF Nr-RACK Ut 1T1NG LOCATED ON ami (2 LEVELS nF LCW PROFILE VALANCE L;GHTING LOWER LEVEL (ENVIRONMENTAL FIXTURE. 4'-0' T, - ^^ -�T - " =7 - -- '�' not be used nor the Drawings Reproduced SECTIONS) (3-0- SECTIONS) - OSI - „ii E ssssusss� without permission of TOYS "A~ US. MIS/PHONES �------` _ Location ------------------ TELEPHONE (Minn-USE) ® CALL Box REMODEL Q TEr�w,G16E (INC•OIAMIG GNI Y7 ® PRICE CHECKER _ - --- PROTOTYPE C 2 0 0 0 (REMODEL COMBO) 0 TELEPHONE (INTERNAL ONLY) Drawing Title MISCELLANEOUS IN RACK LIGHTING, ELECTRONIC DISPLAY r:ASE, PREWIRED WITH .. (� _JUNCTION fel ! LOCATION OF POWER DROP LIGHTNrG AND V#4F (REFER TO THIS PLAN FOR - .. , P O WER & M I S PLAN A SZE ! LOCArAN). IN-RACK LIGHTING, POWER & MIS PLAN• . .�• Scale Dclt• AS NOTED 5 18/2001 • •• :1: ••• RF1.1 SCALE: 1/16•-1'-0” 90: .0011 . . . . . . _ GENERAL NOTES • ,.. ... 6"ti� 1. ALL PLAIOMOLD TO BE MOUNTED HORIZONTALLYAZVEL (ELC, TO PROVIDE MMOIAOLD AS MANUFACTURED BY •.. ••• .•. •.. WIRE1110L0 / '00000 !FRIES. WITH RECEPTACLE ON e• CENTERS, COLOR TO BE WHILE. .• .• •• . 4,0Sheet NO. ` �r r 1 '� � F^ � h4�11Z, t C:.�'N�hf '*�'1s • r • • • • • • • • • z.%- Cncmb Ave.10066 ?fi int ' i • i i • :•i ••i ••• i•i SUP2002-00012 k. aJ' 111 111 I II 1 LFII 1 i) 1111 filT II II I IIIA III !111111111 II ILII 1111 i I I 1i f I I 11111 I tt II f I nil Ifll nl lul uIl ulI II IJII Inl nil ILII ILII nil tuI lul ILII II�i illi illi L t 1 I ull ' ffYl� om� � l � � j I � I � t 1 I1 IB 1 14 t0 1 I 10 O 21 22 $3 24 23 2!! >i'O 13l0 r .. •. . ,,.., �_.. - _ • .. .. 1, i a r .1 , „-'..,„ FTIM I. r ..LSL•.F 5•i�til�,1 .S•.-. �.e,Jrr_Y.�.hly.^..�Te,,.•..arJJlr..�., .._ . ..�s�.h-.—.:.�_•_�,.._ .•i_ .J__sL 1.....-....-_.,....___i1.rr..r�'tLL..:._J._.._.._.•W-.._u.-...a_ 714M". r , .7y j r + t,•F rtx� rn r �. "n.ilc Revisions No Date o tion ROOF FRAMING MEMBER • 1/10/02 PERMIT APPLICATION ENDCAP ENDCAP J-BOX MOUNTED IN JOIST SPACE UNISTRUT SUPPORT FOR LIGHT FIXTURE PROVIDED JB (MOUNTED ABOVE FIXTURE) AS NEEDED BY ELC ENDCAP �-JB (MOuNTED UNJER F+>;.LRE, ENDCAP \ ' 2" CONDUIT FOR iG POWER BRACKETS MAX i FROM FRONT WALL 5'-0' O.C. ` I.G. REGISTER (2) 3' CONDUIT FOR -TRU GONDOLA ( WHIP DATA A AND PHONE L FRO FRO I I L SIGN WHIP • CONDUIT /-CONDu T = L1 2" CONDUIT FOR I( 1 ~ B I CONDUCT ANO NORMAL R I`I I ` �, ' DATA & PHONE -- CONDUCTOR • ' NS DE CONDO_a , ROUTE CONDUIT I INS,OE FIXTURE (TVP, II li LIGHT FIXTURES TYP �i PO�.'E FLEX I GENERAL PURPOSE DUPLEX RECEPTACLE THREADED ROD , ' y'. PWGMOLD = I PLUGMOLD I II � tiS:E % xT',JRE /— - � ____. ---*• '-' � CASH REGISTER _ • �.. LANE ELEVATION •.-- D P_uGMOLC 1 LOCATION VOR AT RECEPTACLE FOR SODA 1-11 POWER POLE TYPICAL LA ELEVATION ENDCAP MOUNTED EACH CASH REGISTER LANE AND ICE CREAM COOLERS (IF REQUIRED) _ TO FRONT TYPICAL 89-00/12'-0" HIGH TYPICAL 56-0"/5'-6"/6'-0" GP DUPLEX OF STORE GONDOLA MOUNTED EQUIPMENT HIGH GONDOLA MOUNTED RECEPTACLETO REAR as'\ FED FROM ABOVE 2 EQUIPMENT (FED FROM ABOVE 3 MOUNTING DETAIL �• ' OF STORE Drawing References El SCALE: N.T.S. E1 SCALE: N.T.S. SCALE: N.T.S. CORD PROVIGED WITH POWER POLE No Drawings Nzlj WITH 10' OF FLEX ELC TO ROUTE THRU CABINET AND PLUG INTO OTHER POWER POLE o J-BOX MOUNTED IN JOIST SPACE 07 CASH REGISTER ISOMETRIC J-BOX MOUNTED IN JOIST SPACE E1 SCALE: NONE • I 1. REFER TO THIS DETAIL ONLY IF FRONT END CONVERSION HAS NOT BEEN TRU GONDOLA I PERFORMED. TRU GONDOLA TRU GONu;;LA ELECTRICAL SYMBOLS J-BOX AT GONDOLA HEIGHT CONDUIT AND VALENCE LIGHTING FIXTURES FOR OWNER_ 5►;!ppL� 'VL1' STRIP LIGHTING. CONDUCTOR TYPICAL l � 2 LEVELS OF "BIKE TYPE" IN-RACK LIGHTING • �� AT BIKE RACK (4'-0" SECTIONS FURNISHED BY RACK MANUFACTURER) r s 3 LEVELS OF 'BIKE TYPE" IN-RACK LIGHTING �- --CN7 �`,- e AT BIKE RACK (4'-0' SECTIONS FURNISHED BY RACK MANUFACTURER) TYPE 'VLIUGH TTYPICAL C N �C C o q am (2) LEVELS OF LOW PROFILE VALANCE LIGHTING • I \ (4'-0" SECTIONS FURNISHED BY RACK MANUFACTURER) i (2) LEVELS OF LOW PROFILE VALANCE LIGHTING BID DATE: 1/10/02 (3'-•0' SEC^ONS FURNISHED BY RACK MANUFACTURER) CADD NAME: 632EO1 PROJECT NO,: 802632 I EXIT SIGN NTH BATTERY BACK-UP, WITH DIRECTIONAL ARROW. DRAWN BY: GYK CHECKED BY: SAG\GYK EMERGENCY BATTERY BACK-UP LIGHTING PROTOTYPE DESIGNATION: 2002 REMODEL- C2000 ! I i � MISCELLANEOUS — �� CONDUIT: ABOVE CEILING, IN WALLS, EXPOSED 07 CONCEALED. 2 LEVELS BII:E m JunTcnoN Box 10877 WATSON ROAD ST, LOUIS, MO 63127 1 LEVEL IN—RACK RACK LIGHTING , STELEPHONE OUTLET ALES FLOOR COLUMNS�BACK LTYPE TO TTELEPHONE EQUIPMENT BACKBOARD AND PROJECT MANAGERS LIGHTINGDETAIL DETAIL 3 LEVELS BIKE RACK 48" AFF WITH 3/4" C. BACK TO TELEPHONE EQUIPMENT BACKBOARD IN Pralessiorlol recora •a s 6 LIGHTING DETAIL NON-SALES AREAS UNLESS OTHERWISE ?TOTED) practicing as an individual. FR 0j E1 SCALE: N.T.S. REVISION MARK - F E1 SCALE: N.T.S. E1 SCALE: N.T.S. 00/ IAN 1 4 2002 / GENERAL NOTES PROFESSIONAL 1. ALL VALENCE LIGHTING HARING TO BE PERFORMED BY ELC. OF RECORD: ,1AMES C. ALBERTS 10 12 31 0 PULL 6" 314—821--1100 tG 1 HARD NIRS WHIP FROM COUNTER GENERAL NOTES INTO J-BOX FOR NORMAL POWER, � MOUNT IN CABINET, AFTER 6' x 6• CABINET IS INSTALLED. 19 PULL BOX S ELC l0 PROVIDE J-BOX AT TOP IG OF FIXTURE AND FINAL 17 1. BEFORE SUBMITTING THE BID PROPOSAL, ELECTRICAL CONTRACTOR SHALL VISIT ELC TO MOUNT UGHTING • CONNECTION TO TRACK LIGHTING LC-17,19 THE JOB SITE AND FULLY ACQUAINT HIMSELF WITH THE JOB CONDITIONS, INCLUDING • (g )) BUT NOT LIMITED TO ALL NECESSARY PULL BOXES, SIZE AND NUMBER OF CONDUITS AND 12-3 A.F.F. (TYPICAL). (ems CIRCUITING NFORMATION. ABBEEMATIONS 6' x 6' PULL BOX LA-42 CONDUCTORS, SWITCH GEAR, METERING, CABLE CHARGES, ETC., WHETHER.. SHOWN ON DRAWINGS National ;)tf e OR NOT, BUT REQUIRED TO MAKE A COMPLETE AND OPERATING ELECTRICAL SYSTEM WITHOUT 102 Chestnut Ridge Road ADDITIONAL COST TO THE OWNER. AFF ABOVE FINISHED FLOOR 2' CONDUIT FOR DATAY Montvale, NJ 07645 (3) SECTION POWER POLE, ONE (201) 802-5900 EC EMPTY CONDUIT 2. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL OTHERS AND 2' CONDUIT FOR DATA (1) SECTION FOR NORMAL POWER, EF EXHAUST FAN AND PHONE. SEE SHEET ACCOMMODATE FIXTURES WITH OTHER EQUIPMENT INSTALLATIONS. PRIOR TO FINISH OF EFFECTED ELC ELECTRICAL CONTRACTOR E2 FOR CO. SEEl10N. (1) ONE SECTION FOR IG POWER, WORK, ELC SHALL INSTRUCT THE OWNER AND/OR MANAGER ON THE USE AND MAINTENANCE EWC ELECTRIC WATER COOLER (1) SECTION FOR PHONE/DATA. OF THE ELECTRICAL SYSTEM. This drawing is the Exclusive Property of HAC MECHANICAL CONTRACTOR 3. ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH LATEST 'N.E.C." AND ALL LOCAL CODES TOYS "A" LIS. The information shown may JB JUNCTION BOX PLM_ AND ORDINANCES. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. not be used nor the Drow;ngs Reproduced NIC. NOT IN CONIRTIO � 4. GROUND ELECTRICAL EQUIPMENT PER 'N.E.C.' AND LOCAL CODE REQUIREMENTS. without permission of TOYS "Si" US. ' t MDP MAIN DISTRIPVTION PANEL ��" � `:1' MT. H'r. MOUNTING HEIGHT mm. 5. ALL CONDUCTORS SHALL BE 0 12 AWG. EXCEPT AS OTHERWISE NOTED OR AS REQUIRED FOR VOLTAGE _ Ar`«', "� RTU ROOF TOP UNIT DROP (SEE SPECS.). ALL CONDUIT 1/2' EXCEPT AS OTHERWISE NOTED, Location of ;,t r+"+ } Y y w`1 TRU TOYS 'R' US 1. ROUTE CONDUIT AND WIRE INSIDE CABINETS. a A uta o� �1f`at4 , F - EQUAL EQUAL UH UNIT HEATER 6. EMERGENCY HARING (INCLUDING BRANCH CIRCUITS) SHALL BE CARRIED IN A SEPARATE CONDUIT TYPICAL TYPICAL LION UNLESS OTHERWISE NOTED 2. MOUNT ALL DEVICES IN REFUND/EXCHANGE AREA SYSTEM, BOXES AND ENCLOSURES SHALL BE MARKED SO THEY WILL BE READILY IDENTIFIABLE AS HARD• OR ON CABINET WALL. AFTER CABINET HAS BEEN COMPONENTS OF AN EMERGENCY SYSTEM. g �'3' ��' EQUAL MIP WEATHER PROOF INSTALLED. M6 TYPICAL W/ OTH VWS SW CASCADE BLVD. CIC CUSTOMER INFORMATION CENTER 3. ALL MIRING TO BE 0. 1/2' CONDUIT. r Drawing Title RGO RETURNED GOODS DAMAGED 9 "X" FIXTURE TRAC�C LIGHTING DETAIL ETR EXISTING TT) REMAIN 1 �, ,, •1 � �U CUSTOMER P,� UP ELECTRICAL El SCALE: N.T.S. SYMBOLS & NOTES Scale Date _ AS NOTED 1/10/02 M .• Sheet No. El BUP2002.00012 'RYf +` "off; `, •• • Cascada Ave.10065 f, • • • • • • • 34 of 36 '';� e • • o p!1 • + n.n, Inv .,�..,.-.,ww......._.._..Y_«....-..,... _ .-,._.... -___•__•, Mrr r--.w... ...w-. .--._-._.. .. ._. "q`A�M11r`L pr=.:+ ._... �.......�--..�..,.. .�.. .. ,..- +•..-+•..+�Mi'�:'•Wk1YCttil5Lly11^S.rp{Yst7'aUi'-t#W4i'Ifl•C�,..["s,vs'r�� C00 W, 61W Rt IINIIII) IIUI111! IIII�IIl1 N1111111 IIIIIIIII Iul"IIII lililllil Inl�llu IUI�InI nu) III (I Iluu IIu�IIu ,ullllu III 1111 I�IIII IIiIIIUI IIn�tIII IInIInI Ilullln III;IrIr ItIIfIIII IIIInII III �I I 21 22 23 ��► Z7 26 2i1 3l0 c : • ,., ,...,.: ,. .., ,. .. . ,; ,-. T' AWS° p. • Y t .� �.y,,� ,- .h w[xh..,N.i' Mir.,.: c.:..a,y.6.. .. .,, ._ .t is...;.{.lnWW+.,°+1•LW � Fi,,.m.�➢1M rtF.y - ,,. .... .+, ,,, _ .. .. ... .. _ ... _ ,. . 74- `{,.... ' ir�' •'C �zr • x Revisions No Date Deux tion 1110102 PERMIT APPLICATION 1 2 2.5 3 3.5 4 4.5 5 6 LIGHTING FIXTURE SCHEDULE TOTAL USED FIXT. MOUNTING OF WAT1 IN r� TYPE SPECIFICATION LAMP DATA LIGHT FIXTURE PER PLAN FIXT MARK I I ELC TO RELOCA FURNISHED W/ 4' FIXTURE FURNISHED ON BIKE RACK BY MT21 I EXISTING PRE-S LES 82 FURNISHED WRACK (BY OWNER) (2) 2' F032/TB MANUFACTURER, CIRCUITED BY ELC 64 LIGHTING AS PE r03 ARCHITECTURAL _ DRAWINGS AND ONNECT _ T UNIQUE LIGHTING SOLUTIONS (2) LTD/CCH/70MHC FURNISHED BY OWNER, 300 �� H - - — -- �O EXIT UIfi - ---- - I - FB- 1 E +] ULS - LT4 WH (960289) 4' TRACK WITH 2 HEADS INSTALLED BY ELC FURNISHED W/ FIXTURE LOW PROFILE RACK LIGHTING V FURNISHED WRACK (DY OWNER) (2) 2' F032/TB FURNISHED ON RACK BY MANUF. 64 15VT2 i WIRED BY ELC - FURNISHED W/ FIXTURE ELC TO PROVIDE J-80X AT GONDOLA V2 FURNISHED BY OWNER, INSTALLED BY ELC (2) 2' F032/T8 HEIGHT ON WALL OR RACK. ELC TO 80 VI-1 I II _ INSTALL LIGHT FIXTURE. ELC TO PROVIDE J-BOX AT GONDOLAI I I I I FURNISHED W/ FIXTURE �� - - ---- -- VJ FURNISHED BY OWNER, INSTALLED BY ELC (2) 18- F025/TB HEIGHT ON WALL OR RACK. ELC TO 78 _7T INSTALL LIGHT FIXTURE. F r F _ I I I I I I I I I I Ir7 r1 �, r7 r7 r-7 n R� r a-i I I I I LAMPS: !-INCANDESCENT F-FLUORESCENT MV-MERCURY VAPOR MH-METAL HAUDE Q-QUARTZ HPS-HIGH PRESSURE SODIUM L J u u u i I I I I I I I I I I � (� TT C _ T _ _L_ _� C _ I _ _ - LE-18.18.20 1--� EW-JO MT]I1Wf • LIQHTING FIXTURE SQHEDULE NOTES: - REC. AT 4'-0' AFF.-- Drawing References ------ --- ----- LE-1,3,5,7 LA-33 7 - _ 1. ALL LIGHTING FIXTURES, LAMPS AND BALLAST WALL BE FURNISHED BY OWNER AND INSTALLED BY ELC, EXCEPT AS J -:;: 18 - ._ --L•-OTHERWISE NOTED. 8 _ „ _ .„. No Drawings 2. ELC SHALL BE RESPONSIBLE FOR COORDINATION AND LOCATION OF EXIT UGHTS (-M1' FIXTURES) WITH LOCALAUTHORITIES. COMP�TMENT'V2 / .... BIR2 B2 .T.. 5 3. PENDANT MOUNT EXIT SIGNS AT 10'-0" AFF EXCEPT SURFACE MOUNT OVER SUDING DOORS. EXIT SIGNS SHALL 16 P . R POLE (1) fORBE CLEAR OF ALI. RACKING. �R� RMALREC. MTD. SIDEWAYS8t ! !+ I FOR IG POWER, (1) FOR } 82B2IMMEDIATELY ABOVE �DATA/PH%A FOR 40S V L_� jr-+ 3 BASE DECK EVERY I,..,• I 32'-0- IN APPAREL '." '".r �''� `NICE R US CUSTOMER :LA-34` 1 4 `� m SECTION (TYP.) RACKING ELECTRICAL �', .. FT 'CQNDQfT-FOR D)RT� _ --� g2 KEY AND PHONE L NES I : i 3 its" 04;..... • — f---; O PLAN - I � •, • .......: ... LC-13 � DESCRIPTION �.'; 14'1 I —Lc-15 i m I MARK r ''r `�� !11 1. 711 LE-8.10,12 ::..:: 92 (1) 5'-0' SECTION OF PLUGMOLD MOUNTED AT 8'-0' AFF, UNLESS ( r � - - -'. �� ."�: .,.: •.,.• - - � ... 8� 'LC-16 - � - OTHERWISE NOTED OTHERWISE ON THE LATEST F1.1 SHEET FROM TRU. .. ....,, ...., EL+C TO NT -- (2) 5'--0- SECTION OF PLUGMOLD MOUNTED AT 8'-0' AFF, UNLESS EPTACLES (TYPICAL „ 3 OTHERWISE NOTED OTHERWISE ON THE LATEST F1.1 SHEET FROM TRU. �.... _ LC ACQUIT L PROVIDE (2)CY LIGHTS PER .- FOR 2 ON Ca l�- 4'-0' SECTION OF SINGLE SIDED ELECTRIC SPANNER PLUG MOLD, ) �+ � ® .,; .... SM WN, AT 8' A R P (;EN p ' X E ABEHIND C01.0 WHEREVER 1 I r 0$� MOUNTED ABOVE BASE DECK '• ` ' `.MI'�(i POSSIBLE. CIRCUIT TO _E '�RN C T AD ADDITIONAL 4'-0' SECTION OF DOUBLE SIDED ELECTRIC SPANNER PLUG MOLD, 'i'»r 'i r "i»r »� r. �'8 FIXNTE�SCHEDULE.LI 1 \ /\ J J CEILING FANS REGON ED. ® MOUNTED ABOVE BASE DECK r G i "' ` EXTEND EXISTING CEL G .. FA CIRCUITSTO W FAN ..•,: -.•,•. ...,� ":;.� •aR� _ � AND VERIFY THAT CIRCUITS GENERAL PURPOSE GROUND TYPE RECEPTACLES MOUNTED ON RACK •�;•. •••••• ;• •• ®8 I • i IG U.O.N. 'IG' DENOTES ISOLATED GROUND TYPE (IF APPLICABLE). )•.. f I E�C 7b f�UK I ARE NOT OVERLOADED. QUAD GENERAL PURPOSE GROUND TYPE RECEPTAC'-ES MOUNTED �1N RACK 20A 2P CIRCUIT ELC TO PROVIDE (2) .• a,8 LE-9,11,13,�,17 \ VALENCE+LIGH NG COORDINATE WITH TRU REP. ..,. IG U.O.N. 'IG' DENOTES ISOLATED GROUND TYPE IF APPLICABLE ,! »; ABOVE EDC ONLY. ( ) BREAKERS AND 1d. - 4 Q.. 1.Q. ... :..... ................... _ H :�i: c- CONNECTION TO (2) AIR Mt PMI i,•••..,i ` I LC "I PRICE CI.ECI tR REQUIRING ISOLATED GROUND POWER, DATA AIJD , � --- a: - ................. . . � -tom i HANDLERS, (1) 15A/2Pj.c. r j r j r �y ® TELEPHONE ; :..,•. ..., _,. :::;. ® .. ............. -k ' BID DATE: 1/10/02 �� M1 ® ELECTRONIC DISPLAY CASE, PRENARED WITH LIGHTING AND WHIP, HACR CIRCUIT BREAKER ( p }-- - - - - -'• - - ---- - - - - - - AND CONNECTION TO `� .. I ;+• 10 ELC TO FURNISH k CADJ NAME' 6 PROJECT No ' 80 SEL PLAN FOR NUMBER AND SIZE !" •'•"' ...... . ... SAG\GYK SAGE GYK ( )• CONDENSER, AND (1) :' ; :T»� :::;•, ;; "; ;•; INSTALL J BOX T TH DRAWN BY: \ 2 CHECKED BY: _� !-r '72' ». i•:s ! '•. 9 TOP OF EACH 8' TALL 15A 1P CIRCUIT BREAKER, ' WORK STATION WITH NORMAL POWER, ISOLATED GROUND POWER 15A/IP :`t,cc-1e; :'�+ ®10 """""" ""' "' 9 1i' FIXTURE. TO SERVE TRACK PROTOTYPE DESIGNATION 2002J2EM00E - C200Q _ O AND 3/4' CONDUIT FOR DATA/TELEPHONE LINES GFl RECEPTACLE AND CONNECTION TO WATER :�y'r . i PUMP. INSTALL CIRCUIT ` 12 (4)LIGH4'NG. ELC TRACKSTWITHINSTALL NOTES BREAKERS IN PANEL -LA-, \\ , AD EACH AT EACH 8 I :.. HEADS S A 1. DEVICE CALL OUTS SHOWN ON DRAWING, ARE LOCATED ON THE SIDE OF SEE SHEET E3. PROVIDE THE RACKS ON WHICH THE DEVICES NEED TO BE PLACED. I 1,.' 10 ~ TALL X' FIXTURE. TRACK ALL REQUIRED POWER it »� »� ".r '" ® ��•. k HEADS SUPPLIED BY /LEVEL. ELC. TO PROVIDE AND LOW VOLTAGE WIRINGp -1 OWNER'S LIGHTING rr0 2. ALL PLUGMOLD TO BE MOUNTED HORIZONTALLY (TYPICAL 10877 WATSON ROAD PLUGMOLD AS MANUFACTURED BY WIREMOLD 0 2000GB SERIES, WITH ANO FASTENERS TO -�'• ='T+ REPRESENTATIVE RECEPTACLE PROVIDE COMPLETE "'r f •. �', '.. ^ _ FOR 2 X- FIXTURES). SEE ST. LOUIS, MO 63127 i SYSTEM. REFER TO �' 15 • ARCHITECTURAL SHEET Al ::;• :;: ";'. :; .. .. ;? DETAIL 1 ON SHEET E1. FAR MODEL AND '' PROJECT MANAGERS V3 �• 18 LC-16 PLACEMENT H INSTRUCTIONS. C - - - 20<::'t' - ''rta _ - _-12- - _ + Professional t record PLAN NOTES: - ...: ;... ..... ... -- practicing as an eindividual. N Fr - - .,. VL1 0 12 ® ; EXISTING EXIT SIGNS ... ... J-BOX MOUNTED ......... . ! C T THE �t ABOVE PLUG MOLD i °.. .. LOCATED THROUGHOUT 1. ALL WIRING TO BE /12, 1/2- C. U.O.N., AND ARRANGED TO BE BALANCED (3 HOTS A,B,C) FOR DATA, STUB 3/4- TO ?M1 VL1 , ," SALES AREA TO BE •••• ••••• ••••••••r RELOCATED AS REQUIRED, IAV i CUD( i TO NEUTRAL. THIS INCLUDES ALL TWO AND THREE MIRE CONNECTIONS. C. UP TO JOIST AREA ••• ..................• 22 "' "' "' ELC TO CONNECT TO l AN T WITH N ��s 17� ��, I D STUB WI ,,;...;ri 10 + , :. ` / 2. IN AS MUCH AS POSSIBLE, RUN ALL ELECTRICAL CONDUITS IN SUCH A WAY AS TO AVOID INSULATED BUSHING, LA-29 w 8 I r "" "' """"'` """ """ """'' ` �ii1L11, i,•t•,•:.• EMERGENCY CIRCUIT NICHT ......i. li ..................... �' LE-19,21,23 LC-16 € LIGHT FIXTURE) IN NEAREST PROFESSIONAL PENETRATION BY ROOF INSULATION FASTENERS. VERIFY IN FIELD WITH ,q _: 28 ,.I ROW OF FLUORESCENT LIGHT OWNERS REP. ..... ...... ...... ..... ...... ...... ...... ...... ...... ... ... -I I , ..: i i 3. POWER POLES FROM JOIST TO SHOWCASE COUNTER AREA, w 4 2 12 ( E ... L......,..... L. .. .::;' L ' '' L` .. /i FIXTURES. MES CC..DALBERTS #1010 12/31/63 PROVIDE NORMAL AND ISOLATED GROUND CIRCUITS IN 1 CONDUITS TO RECEPTACLES IN VL1 22 ••••• • •"•• •••• CABINETS. PRO`IIDE (1) ':- CONDUIT PROM COMMUNICATIONS PLYWOOD IN EXISTING EQUIPMENT M1 MOUNT THESE I i E ? , I•:€ V2 314-821-1100 i 4 (IG) RECEPTACLES ES2 E RECEPTACLES ."•": PMI ROOM TO JUNCTI3N BOX IN JOIST SPACE ABOVE POWER POLES. PROVIDE 2' BUSHED HOLE WALL MOUNTED I"" IN JOIST':AREA`"""'' """"' ""' l--1 19 i ...... i .r.:' 74......24 IN BOX FOR COMMUNICATION AND DATA CABLE EXIT TO POWER POLES. ABOVE PLUGMOLD L�-22, I I :•••� .. .. C a4,28,�p. 28 ......,.., MIND E 5 .. 4, FOR ICE CREAM AND SODA MACHINES, ROUTE POWER FROM POWER POLES. 5. DISCONNECT EXISTING AUTOMATIC DOOR OPENER AND EXISTING DOOR HEATERS. EXTEND AND 28 SEE PLi11�1 NOTS' #4. "€ ® �� Eg2 RECONNECT EXISTING CIRCUITS TO NEW AUTOMATIC DOOR OPENER IF FRONT END CONVERSION MOUNT PLUGMOLD : , I..: i• • HAS NOT BEEN ACCOMPLISHED. VERIFY WITH TRU REPRESENTATIVE. ABOVE COUNTER 2e �' fie' """'"'� " LE-25 : ^ 25 25 LE-30 LC-20 .... .... ,.. I I.. 25 i� FE-S-21 Off 1A i I National 0 e iiV ' :.i '•.i i.i :.i ...-•.. 107 Chestnut Ridge Road ELECIBICAL DEMOLITION NOTES - •!,; .; ` :; 23 Montvale, NJ 07645 ' t• SEE DEMOLITION'NOTE /1 THIS SHEET. : ."1�23i-1� I1+ "l+V3 (201) 802-5900 -1 1, dSCONNECT EXISTING POWER POLES AT EXISTING REGISTERS, RELOCATE POLES TO NEW REGISTER I : .: 23 3 LOCATIONS, AND RECONNECT IF FRONT ENO CONVERSION HAS NOT BEEN ACCOMPLISHED. PROVIDE NEW -----_-- -tom I _ ', - This drawing is the Exclusive Property of r...... 9 p y COORDINATE ALL. 'CUTOVERS- AND VERIFY THAT REGISTERS ARE TO BE RELOCATED MATH TRU REP. \ CMtG11T 'WHIPS' AS REQUIRED. REgSTERs SHALL REMAIN IN OPERATION DURING 9USINESS HOURS. � "53" SEE ENLARGED PLAN SHEET E1 TOYS 53 US. The information shown may 2. RELOCATE EXISTING LIGHT FIXTURES IN PRE-SALES AREA TO NEW LOCA110N AS SHOWN IN not be used nor the Drawings Reproduced r'---�I -=_ - _j I ` _-__� _- a^ ___ ___ without permission of TOYS "A" US. ARCHITECTURAL SHEETS, REINSTALL, AND RECONNECT TO EXISTING CIRCUITS. A•1 - - _ - --- 3, DISCONNECT EXISTING ABANDONED POWER DROPS IN SALES AREA, -----L- n� CART 4, DISCONNECT EXISTING POWER AND DATA DROPS IN SALES AREA, TO EXISTING (PC), AND RECONNECT ----- - MT' Location POWER AND DATA TO RELOCATED (PC) IN SALES AREA I ' . I --- ---� ' ---- - - - - - TIGAR©. OR - - - 10065 SW CASCADE BLVD. �'1,' STORE R.-A,CKING WIRING 9 SEE PLAN NOTE �5 (TYP. Drawing Tltle 2.4 2.7 ALL AUTOMATIC DOORS) 4.4 STORE RACKING WALL K LOCATED TO NEW LOCATIONS IN THE SALES AREA. ELC TO PROVIDE RACKING A UNIT PRICE PER EACF1 STOVE RACK TO ACCOMPLISH THE FDLLOWINt.` P 0 WE R PLAN y' 1. MMXP hECT ENSTING WIRING AT RACK AND AT J-BOX IN JOIST SPACE ABOVE RACK. • • ' Scale Date r x Z. IIE11QilE EXISTING 00NOlNT DROP AND WIRING AND PROVIDE A BLANK COVER PLATE ON J-BOX. .-. :•: •': � • r a EXTEND EXISTING CIRCUITS FROM EXISTING J-BOX TO NEW J-BOx ABOVE NEW RACK LOCATION °•: •.• •.• .:• .. PLAN N O R TFi RACKING POWER PLAN AS NOTED 1/10/02 USING 2 /12. 1/2 EMT OONOWNT. t 4. PWAK 1� 2 / 12. 1/r C. DROPS FRGM NEW J-®OOW IN JOIST SPACE TO RACK SCALE' 1/16" 1'- On t: pOH! CONNW, TO Of ACI( IN NEN LACATK,N. ••: ••• Sheet No. VERIFY LOAOSIO ON ENSTWO CMWTS TO ASKM THAT ClIKUTS ARE NOT OVERLOADED. .. . E2 '�8+" frht` F 'r + _ Cneaft Ave.IONS n. r • • •• • • ••• SUP2004-00012 I • • 35 of 38 r' .. JIB ...........-._.- --.-._ fy .y I , - Cm tllllllll IIIIIINI 1111111 I NIIIIIII IIII III �€ IIIIIt II111111, IIIIIII I lI�IIII IIIIIIIII I III VIII 111 III ILII IIII IIII IIII IIII I It IIII IIII IIII III 1111 111) 1111 tlll IIII IIII IIII IIII IIII 1111 IIII IIII IIII II I , I I I I \1 1 I I 1 III I I I I I I I v Io 1 I T$ I I3 I♦ Ie I� is to ,4o 121 ' 22 23 124 1213 II Me 27 2e Me 310 _14, ,y iI ��i��.•a}�,. hof�� }Y•i�l►t ,pt :• r11 .K r''.to Yt t L 11 qv�t T ,• 3 is -Y+ q,r Y,t...r:�,•udRry, r.r 1,* ir' °° t �f J 4 . .. ._ .. ,, - :c. 4 + „ t 1 , u. • p -5 Yh n. Revisions LIGHTING SYMBOL LEGEND N° Date Dcaul tion 1/10/02 PERMIT APPLICATION PUN DESCRIPTION 1 2 2.5 3 3.5 4 4.5 5 MARK (2) 8'-0- DUAL LAMP SECTIONS OF FLUORESCENT LIGHTING TO BE RELOCATED OR PURCHASED AND CONNECTED TO NEAREST AVAILABLE CIRCUIT BY CONTRACTOR. 0 A%+ c "L. rNG C�VN[r rC1 -C NCAr[,'-T A4. 1_PC+LC C rC,_, - 3r CONT,'AC T,ir I ® (2) 8'--0' DUAL LAMP SECTIONS OF FLUORESCENT LIGHTING SHOWN IN NEW LOCATION AND RECONNECTED TO NEAREST EXISTING OVERNIGHT CIRCUIT. I I AM L +I P C^Ni. 3 5T (5T ...................... ........................................ ... ....................... NEW OR RELOCATED H.I.D. LIGHTING FIXTURE TO BE MOUNTED WITH ORIGINAL H -- -- _ --- - --- - --- � - --- - -� - --- - i - - -, - '� - - --- - - - - - _. .-� HANGERS AT NO LOWER THAN 13'-0" A.F.F. I I F --- , (1) W-0- DUAL LAMP SECTION OF EXISTING FLUORESCENT UGHTING SHOWN IN IrGINAL LOCATION AND LEFT ON ORIGINAL CIRCUIT. I , F F F F r• FIG ' !T CN "JL .cT. NEW OR y -C .UA_ LAN-' S-_L JN J -< , '{:: JCr'_$Ct1. -✓1 h �r,(�:,1 11. 3 RELOCATED r---a i F PRE-SALES ir,•1A r�t A'(:N AN') I I i OV 11A! ��fa P-.r• • .:II:-�,Ir� F F F F LIGHTING. r (1) 2'X4' OFFICE AND BATHROOM AREA LIGHTING FIXTURE TO REMAIN AS IS. ` V J — - - - - - - -- - -- - - - -! - - - - - - — - -- - '" EXISTING TO v I REMAIN • rr,' r tT,_1L I:: cL E.N..=L, rr .EL Aril' �:_0_A'L: � O � F OF O O F PRE-SALES •Nlr_A r JN AL_ LIGHTING. I)I.A AtiA• ". 11!}NS i' II .1;)�•I �;: NI I;; NG '(1 !I I'IIVCVII; AN) I , ; F -- - -- Al (l'4 ANI: ASS'J.M N I:) F NI w .: 1d;:UI1. •� AN-' , C-I;�N '1- uC�r r , '.T 1G1 i T NG TO fl r rlt MCiVi r� AN-) .•................................... O F r- _ r. 1, I I' F F F F F F ,-,F-rTF.• F.-crp- af'lrirATrrl Al,i' A';� , r :�-,,� A E1'/ � P'�IIIT, (1) 4'•-0' SECTION OF EXISTING PEhWETER VALANCE LIGHTING TO BE REMOVED a t«..............•.._...».•. .,.»,..........._.i �/� F DURING REMODEL .. rv'I `..- ... . ...•-...•................�......-......-......•.... . ................•.... . C C J...1...1. ............................ ... C C C C- C .. C - 7G G Drawing References C C ` »„ N° Drawings C C C C C C C C C C / C C C C C C C C C C C C C\ )_ C C i PERIMETER VALANCE I IF c c a c o �.e:.i RELOCATED - t LIGHTING IS TO BE L i +•� / z _ NEW OR RELOC s . REMOVED. ' e_z�z°�-�� o=• a=fie FLUORESCENT = C C C C C C Cl C. C C C C C C Il/ - \ , He H. N. H. H• LIGHTING FlxTURE. C C 1 no uIni po �n ...................................... r c c c c c c c c c c c c Y c c— c c c c C " C , C-- IIII '' II He He H He He He HB He - - 'F' FIXTURES, SHOWN /B He �° .id N W N He He He He �/t•, THESE FIXTURES ARE _ C 9 O O O O O o O O y HERE. ARE FOR ""'I I. • • I II U U U U EXISTING TO REMAIN o PRE-SALES AND is H Ir vwl , �.�/ �r �o=e=q=e� ll AND SHOULD LEFT ' ' C C C r ALL H.I.D. SHOULD RELOCATED. U 3 "U° UUe .,,., ..,; A �^ el U AS IS. `., ♦ ♦ / / ! 1 LIGHTING, HUNG II AT 13'-6"A.F.F. I U �z°=`� ,�;: •,. � . M °_°_:774_ U ........ ..__...._ .,.-_. ... C • - C C C - C , �0 9E HER IS -_---111.M. ..;t: ':'1••'.— _ _ —_ , - 11. f1� U C C 1: I ♦ i ARRANGED RI tt I ; ,H• , M•�,+�'� 't.,.• it U r HB HB H HB / HB'• HB He HB i ! A 15'X15' GRID f % ,. "1." ' O O O O O O O Q " EXCEPT WHEN H _ ,�. ALL H.I.D. LIGHTING - 'H I �•_°_° •` i1 ~ ° e I °U •U I _..... '''\ ♦ I C—r--� • _C C PLACED IS TO BE RELOCATED. _ -. . ,° :; i :F o DIRECTLY OVER U • , Lt le)' �3„ :_ 10 ,. `1* �;_ i off 0He OHe HB r 12'-0- L�_ \ - 1 I FIXTURES. 1 �He a f+ o • e C C C C ♦ ` ELEC IS THEN t' :`rte-= H /1- - - I OHe ♦ OHB �_ �:.. : .r QHB• He TO MOVE •``� ,� : w t � s U TT 4 LIGHTING 4' l `� 1J ! 1e=�:a•' '� : i e e I • _•' D - �...,.... - - - -- - - - - - - — - — - — - -- - - -- - -+ - �Ir — - -- - FIXTURE. M„ •;. 1 ' _ = s _ ......................... . C HB HB HB -� C C C ii r,. Ip r'c tt ........ t= eH ! t% ' C C •• C I ' EXISTING •i_n_r�•L—rL r.::::. {i `>' ij :: `° • a • / EXISTING FLUORESENT ii ii 'si er •••'le :3M 3! •H FLUORESENT C ♦ / LIGHTING TO BE ,�" f' jj. i • o l _o-� e�J�e . _ =6se� „ LIGHTING TO BE �. LEFT AS IS. N _ e! ?� oN LEFT AS IS. I HC C C OHI QHB / ONT // OHI OHe ,JHe OHe ♦C C` C C : •1 :: �"l -- - �':">�' •� N - ?�-- �! —..__ :::? J _ - _ ;T—� I BID DATE: - t/10/02 _ ` _hal •1_eL Ij ' +!r " o e a e °U U I HB 8 CADD NAME: PROJECT NO.: _ 632EO21 802632 ii rL� eL 1L— r :''' i ii " ♦ 1 1 C C C -• i :: _ _ _ _ O OH I % DRAWN BY: SAG • • • :: :1 :` w 'I c c c 1• �� PROTOTYPE DESIGNATIONC2002KREM m -Sc2DDo Ii N !: ,� !•' Jal� ' lel. lel 4 J C ♦ ♦ . ♦ , , .. / HB HB H NB HB / / O`H9 HB 1: ,» T „1- „r--tr- ur '::•• ' ..: :: 1� :iii 1 , THERE ARE 72 O ♦ O O O O C Le 1 : _ �. AVAILABLE .......... ....... C b . 1 w .�.�_ rL `.l : ? I H.I.D. FIXTURES 6 •I : O-- - •- - s--�e-r- - ,.•}--••.•. -••- '�= - --:,•:r• ---- - - -ttt'-�' -T(e-- TO RELOCATE. i i i : •• is DURING ' s1• t— 0 4, i.� •"" •1 LEC. IST I _..,...•..•.... ,1" " ' " ;» ~ p+ , �+I` •+ , r " " U INSPECT AND He He H He He He HB C 10877 WATSON ROAD ':! .:! ".� � ►• ,� la I " r �� -0 O O O O � ST. LOUIS, MO 63127 : NECESSARY. r......: ' ' C . ...,. -. J1111T1:::1::::: ` !.' „�'� !.', l:,. ,» , y ... — - - — - - — - / I PROJECT MANAGERS 3 t '. N„. r ....... lip r _ t` A�-- —.,••///••.Iw..B n T_-t , �- _ -- C Profe aionol of record ... ........ �HB OHB OHB `� 3.IL C C C s n _ - ,,,r- - - practicing as an Individual. Nr �___ ......•.........................•.......... - - - -................-...........•....-....... OHS - OHB I - QHB OHB / ...•.............................................•............ r .. HB HB :;li•, H8 o 0 o I I I I C C c C c c I C / DEMO LIGHTING- - - 1 C HB H HB HB HB HB HB C ECORD:A C Q— Q— �_ Q. I � OF - - - - - - - - • (�)_ - - - - -�- — c - C �— - - - 1 c - 1c c c JAMES C. AL3ERTS 1 1?_ 3i 3 5 r SCALE N.T.S. ,'y ALL OFFICE AND , F F I I 314-821-11 0 BATHROOM AREA ...............................}... LIGHTING FIXTURE SCHEDULE REMAIN AS i"': 1 r--� C - C C I I C C C C HB OHB OHB 1 OHB OHB FlXT. SPECIFICATION LAMP DATA TOTAL i.� ..... Ak ... .........""........»».......1..... C • I 9 MOUNTING HEIGHT TO WATT. TYPE MANUFACTURER CATALOG NUMBER WATTS LAMP TYPE BOTTOM OF FIXTURE FFR O - :r C C C 3 FIX I 5•ufri f �iV B UGHTOLIER 8080-GD-8128-VT1.',: 28 261NQT "......" ...T „�..,..,i......•�,..,.. «:.... . RECESSED 28 (�;., I,,,,„,„r..� ,� :••1 111:I,IIIIIIYIIIII,IOuuuu,,:,:: • f�d� fn r! il - :f` I National Off e C CRESCENT RH21f6-HO-277V-ELECTRONIC 05 F48T12 35 0 12'-8 SEE NOTES ON ; , , I , 102 Chestnut Ridge Road • ;: N :r ro � � DWG E4.1 U.O.N. 178 ii ! `I ., ALL H L0 LIGHTING � „'�” I' 1 .:�•� Montvale, N — - :....... ......-................. - - - —�' _ ... .,.:' - 201802-5 00 h; IMTHIR�ELOCAIEO - 45 sk" E CRESCENT 240P340A1-277V-SS-OCT 32 F032/835 8 A.1 ,r . «»....� .,., ( ) 76 RECESSED 4 - ..;.;... o; HANGERS NO LOWER THAN 13'-8- A.F.F.- ' Y > This drawing s the Exclusive Property of F 100 HUNG AT UNDERSIDE CRESCENT SCF140-B-7-SS-OCT-TRU-SU F48T12/035/HO/SS - dw wI OF DECK 82 TOYS "Hw US.1 The information shown may .................................................................................................................... I• -,................................,................,..... not be used no, the Drawings Reproduced H LIGHTOL1ER WI1 TRACK MOUNTED I w — 4022 70 MP70PARJ8/U/FL35 AT 12-8' AFF 70 without permission of TOYS "SI US. �tv � ........................•..........•...............................,............................•...................................:. Location H1 LIGHTOUER 4022WIH 7U MP70PAR38/U/FL35 MONO-POINT MOUNTED 4.4 �y� AT 12-8' AFF 70 L7 t ` HO HOLOPHANE RAZSOIIII-JI-TOYS 250 MP25o/C:/BU-ONLY 13'-8- AFF 245 TIG3+4RD• QR /�/� CASCADE HK HOLOPHANE RA25O N-3I-TOYS-EM 250 QUARTZ 250W ONLY 13'-8' AFF 245 » VNVS ��. 1 k= � GENERAL LIGHTING NOTE . Drawing Titls T LIOITOUER H110e1N1 e' TRACK 250 N/A50 1. ELC SHALL VERIFY CONDITION of EXISTING LIGHT FIXTURES ANO REPLACE WITH NEW FIXTURE, LAMP AND DR REMODEL 15'-b- AFF U.O.N.U / � oREM LIGHING EL BALLAST AS REQUIRED. ALL NEW LIGHTING FIXTURES (IF REQUIRED), LAMPS (IF REQUIRED), AND BALLASTS (IF MOUNTED ON RACKING SCALE I 18 >•� —O REQUIRED). SHALL BE FURNISHED BY OWNER AND INSTALLED BY ELC. EXCEPT AS OTHER"% NOTED. V CRESMT C140RE7-120V-TB-ELECTROMC 35 FOM/835 U.O.N. 3,a LIGHTING PLAN ;,'„`�� 1y��'r• " �;M 2. LIGHTING LAYOUT SHOWN IS TAKEN FROM LATEST RECORD DRAWINGS AND MAY NOT BE COMPLETELY UP TO DATE, ALL WORK SHALL COMPLY WITH LATEST APPLICABLE LOCAL AND NATIONAL ELECTRIC CODES. MOUNTED ON RACKING ••• CAE�ENT Ct 10-St-120V-TS-ELECTRONIC 36 F032/S3S 83 ••• •• 3. ELC TO RECONNECT RELOCATED, NON-EMERGENCY, LIGHT FIXTURES TO NEAREST AVAILABLE CIRCUITS FROM Scale Dote U.O.N. • • • PANELS "HA" AND "HB', TO RETAIN 50/50 LIGHTING SCHEME. AS NOTED 1/1 O/OL MOUNTED ON RACKING •• •• • ••• ••• vt T SOFIIr24p-120V-T8•-ELECTItCMC 35 F032/�35 U.O.N. 83 PLAN NORTH 4. ELC TO�RECONNECT RELOCATED EMERGENCY AND NIGHT LIGHT FIXTURES TO NEAREST AVAILABLE CIRCUITS FROM sheet No. ... . ... ... ... PANEL HD. so u�0 IL-4 NOErICENT F-FUKMESMT MY-MERCURY VAPOR MH-AFTAL N-.AIJpE O-QUARTZ HPS-HIGH PRESSURE SODIUM •° ; ; 5. NO LIGHTING CIRCUIT TO BE LOADED TO MORE THAN 13 AMPS. .. E2s, • • • • .• • : :.: 1 Cacadt Ave.10088 SUP2002-00012 .. . . . . .. .. .. . 3601 38 .__.. _.. ---.._. -. _- ._ __._ _ _.-. __.._.�..........._. ._—_«_ _. ... , -- — . .. . .. .�....M,,;,:,:.•., ..;b:,_....,,,.�.....mrjw.plw.uai.� M71>w,%: ..- -..,..w•rMI:N•e- Y�, CRI I I VIII ►Il llll+ill�illl�lifl�lllli.11!'1 1111111 Ilt I 1111111 I IIIii11 11111111IIID I I ILII III! 1111+11i11111 IIIIII 11111 1111111: I1I1 3III lull II111�111. i ! I 1 II II I I ni l II f] 3 nl) I I u 31Inll�unl - I 2111�1 .IM 1 I� 11 fe III3 1114 Ie I7 Is 10 © 21 2I2 Z3 4 27 ffe 210 30 _ E HiT_-- 1�, �•t,.4ysq�,►I�"�M'•.,K.,^•'II,,,Mc�q�r�!v�r,. .,,'-a�.g,.;,r.... F •a1'S/} ,' , tµ•1 „l'%ph..,E � "r d. •,Ik. , , a � x +:*.��n,yf} •.546 � tl�r . - r T.N . Jr • f' t, ri_o ��, :N♦ f w r Revisions No Date Description 1/10/02 PERMIT APPLICATION ALA RFACE 1 0 208 Y. 30. 4W, 225 A MSG T SURFACE X MLO SURFACE MLO RFACE + PANEL -LA-- --�-1 PANEL LB 120/240 V, 10, 3W, 100 A PANEL LC 120 240 V, 10, 3W, 80 A PANEL LF 120/24;)v, 0, 30i. 100 A MLO JSH --- - - �'�`-- _-_- MCB LXX I LUSH CB X FO ISH --TX-) - L_- MC ASH k _ - MCB _ LOADS KW 'K KTP LOADS KW CKT CKT LOADS KW � ' ri LOADS KW N + DESCRIPTION AO B0 C0 DESCRIPTION N T-- - - -�+ -- - CK r DESCRIPTION AO DESCRIPTION DESCRIPTION A 0 DESCRIPTION � DESCRIPTION DESCRIPTION ;•,. 10 GENERAtpR C-1,2,3,4,5,6,7, 1.2 - 0 0 _-- DOOR OPERATOR r t 4 /'� ? 1 ^ ^ EMS SYSTEM J-BOX 2 t REGISTER RECEPT, r1 q ^ REGISTER RECEPT. 1 1 �, 1 .5 �, T .7 REC. FOR RACK MOUNTED _ BATTERY CHARGER 8 9,10 11,12 1.8 .q QUAD RECEPT GuAU RECEPT BIKE AREA RACK UGHT1NC VENDING MACHINE t.2 - 4 2 _ 1.3 VALANCE LIGHTING DOOR OPERATOR~ r"\ n 4 •3 ALARM RECEPT ^ ^ 4 3 4 REGISTER RECEPT, 4 3 SPACE ^ SPACE 4 _ 1.0 RECEPT. t 1 2 BACK WALL DOLS REGISTER RECEPT. ^ ^ BIKES RACK 1.0 RAC( MOUNTED LA�aF LIGHTS It - 6 RECEPT IIIA('H'NE + • - _ LIGHTMIO AND REC. 1.3 VALANCE LIGHTING r1 6 •5 ^ r1 SPARE 6 5 EMPLOYEE'S r. a ,� QUAD RECEPT AND 2 1,3 RAC( MOUNTED f r, R POLE RECPT. 5 _ RECEPT. ALARM J-BOX t 2 TIME RECORDCR 2 REGISTER RECEPT. 6 5 BASE STATIONS RECEPT 4 ^ QUAD RECEPT 6 BIKE AREA RAC( LIGHTING i '• + Ic R'A NTNG ROOM �\ 6 VENDINGMACHINE 1,g a -- - .d VALANCE LIGHTING RECEPT. 8 7 C-13,14 ^ 1.0 ^ UPS do BY-PASS 8 7 COUNT ROOM-RECEPT. ^ a ^ REGISTER RECEPT. 8 7 SPACE ^ SPACE F, BMS AREA RACK 1.4 RACK MOUNTED UGHTINO AND REC. 1.1 PWOMOILD AND REC. •+AINING ROOM +It - 1'4 - 2 EDC PM. MID REG. �'� /1 MICROWAVE RECEPT. 10 9 RTu-6 HACR 2 1 n SPARE 10 9 REGISTER RECEPT, r, 5 q ^ REGISTER RECEPT. 10 9 QUAD RECEPT ^ 2 .5 n QUAD RECEPT I ' : S 1.4 PLLRACK KBIIOLD AOO REC ' ar:ITOR RECEPT. _ __ 1.0 ( ) HI ) ELECTRIC WATER - - 1.3 RECEP FOR - - -- _JOKER RECEPT. -_ 8 r1F-1 _ 12 11 ^ �AQE 12 1t j r, 4 ^ REGISTER RECEPT 12 SPACE ^ n --�- r,-t '� ,�BOI( 11.1 RACK MOUNTED 2.1 PRICE CHECKERS 1.0 + SPACE T 2 HOT WATER HEATER '1 � �� 14 r, r\ 13 ^ 2 2 2 or FIXTURE J-@OX 1.4 1,1 1.4 PLL110MOLD AND REC. SALES FLOOR REC t.2 w011KfTAl101i 4 r, PRINTER 14 13 QUAD RECEPT ^ n ! �, - - QUAD RECEPT t4 _ /� MIL 16 5 ^ ^ 16 15 R r •� PRICE CHECKERS 16 15 SPACE /� r, SPACE - 16 - -- -- -_--- _ *r MIXTURE J-BOX 1.4 RAC( MOUNTED TF-1 A TF-2 /\ \ n SPARE _--- 18 17 v ^ r� - q �__-._- 1.4 VALANCE LIGHTING 6 --- 18 17 mum ASK ^ �; ^ REGISTER RECEPT, 18 n � �,SIDEWALK SALE - - t.0 - - -___-- --- - t7 'k' FlXIURE J-BOX 14 RACK MOUNTED W.P RECEPT. �' ,2 - RECEPT FOR RTU'S 20 t9 - 20 19 Air" DESK ^ •4 KRIV ORIS NT, 20 19 , r, 20 �9 ,.�� VALANCE UGHTID _ •� n J-SRA YDUNTED VALANCE f.Zr-- - RACK MOUNTED - PLUGMOLD P�-- - 4 -- '--- - LJa11N0 AND ELi1GMOLD ./ VALANCE LIGHTING _- 22 2 r� n 1 21 r ^ i RACK 110iJNTED 1.1 RAC( MOUNTED FRONT OFFICE 1.2 _ r-1 uH-2 k TF-3 22 21 ^ r� ---_ 2 21 VK�E UdITM4 .B VALANCE LIGHTING - PLUGMOLD IN - 3 - -- -- - -;-- _ FRONT OFFICE _ r ` 1.2__ n UH-1 24 23 24 23 r, ^ a 23 ^ \ ^ _ _ 24 2 r UO RACK MI ANO�PVALANCE 1.0 4 PWMOUNTED OMOLD FRONTPLUGOI D IN-C - r� 1 2 r'N PLUGMOLD IN RE WRAP 26 25 - r, n 5 1'4 ,101ST AREA REG - RAIX MOtN11TED FRONT OFFICE t 2 26 2.� n n 26 25 %� � I r. 26 PLUGMOLD IN PUMM 1.3 Fanr,* OFFICE 11 1• �+ PLUGMOLD IN RE-WRAP 28 27 ^ 28 27 r, r� 28 271.3 RAC( MOUNTED --- - - 2 - -_-- _ _ 30 29 -------�-n -- - -_ - ----- -- ? S�a4E PLUOIIIOLD I 2? + KRu aFFICE r�LOMo�o �1 1.2 /-1 PLUGMOLD IN RE-WRAP 30 29 r� n 30 29 • ^ n -�-;p 2q * -- SaARE - i4- •4 RA« HOUNTFD browing References - wOIM�TAIIaI /� 1.2 r1 PLUGMOLD IN RE-WRAP _-_ - - - - ------ --- - - - PUJOYaID ^- 32 31 _ 32 31 n ^ 32 - ---- A- s ABY RAO n n1QIY OLS 34 33 r� n 34 33 _ I ----- - No Drawings RECEPT IN RE-WRAP r1 t•2 r1 SPARE 36 35 ^ ^ 34 33 SPARE 36 35 r1 ^ - _-- - - �* - -r- - _ - .-- - - -- 36 35 r, n - 36 35 SPARE ^� _ AMPLIFIER RECPT, n /1 38 37 - ^ r. 38 37 SPARE 1.2 QUAD RECEPT 38 37 n n 38 37 n r- - - - �- � -t--- - --r----:� - • EQUIP. ROOM RECEPT. r-1 1.2 ^ ;9 r� ^ --- -- q QUAD RECEPT, 40 40 39 n n -_-._. ..._ --- --- -- 40 39 - ^ n 140 39 caapr_ , s' EQUIP. ROOM RECEPT. r'1 n 42 6.3 7. ^ 2 �� 4 n ^ � 4' S AaE BKR P,20A,UNLESS NOTED BKR 1P,20A,UNLES$ NOTED TOTAL CONNECTED 2.4 KW - r1 1 r1 TF-4 44 TOTAL CONNECTED 13.6 KW ,17 40 TOTAL CONNECTED O.{ KW BKR tP 20A UNLESS NC TED T T 9KR tP OA -� NC F .1,, 11.0 ��` �� •: ,� 34.4 DOCK LIGHT BUZZER -- 3 - . HANDLE 1_ K- N VI 3 • HANDLE LOCK-ON DEVICE • HANDLE' SOCK-ON DE iICE 2 4 • HANDLE LGC+t VCE 4`, DOCK RECEPT - r\ 4 r1 SPARE 46 ` a -- 1.0 r1 VCR qg OW OF= AN MAOWN � 1'7 r1 DOOR HEATER DH-1 50 4 r 1 SPARE 52 GIRAFFE r1 6' r-1 SPARE 54 • 55 -- TRU SIGN � 1.6 10 PLAY RIDE 56 • • 57 TRU SIGN n 1 61'0 r1 PI AY RIDE gg 59 ENGINE JACKET HEATER r1 ; 1� - S� • _ 1,6 60 SURFACE X X -_ __- _ .__._ _-_ -ISO FLUSH °ANE! _ _ 77 480�. 30, 4W, 250 A MLO SURFACE r MC C +,1• MLO SURFACE ML _ _ FLUSH ANEL HB 277 480 V, 30, 4W, 250 A FLUSH PANEL 277 480 V, 30, 4W, SQA - a 61 TRU SIGN n 1. 62 CKT DESCRIPTION LOADS KW Kf KT LOADS KW ^K' KT -=- _.__.. �T _.- .----__ _ N A0 80 CoDESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION LOADS KW DESC IPTIOv DESCRiPTIG +- -' KW TRU SIGN r1 1.6� VC WA 64 __ M _ N A0 B0 Co k N _ A0 B0 C0 g -- n 66 TRU SIGN (FUTURE) r1 �� AM 66 1 SALES LIGHTING r1 2 31'B 1 8 r1 SALES LIGHTING 2 SPARE -_ r1 6,9 9 RTU-7 (HACR) 2 1 SALES LIGHTING n 2 6t'8 n SALES LIGHT'NG SPARE _- El � - - - 3 SALES LIGHTING n 3 3 n SALES LIGHTING 4 3 SPARE n 4 3 SALES LIGHTING 1 8 2.1 n SALES LIGHTING 4 SPARE i SPARE BID DATE: 1/10/02 _ SALES LIGHTING 6 5 PYLON SIGN g g ^ 5 - - CADD NAME: 632Eo3- PROJECT NO.: e02632 y ' IRU SIGN (FUTURE) n 68 -- .- __._ _ ____ _ --- - 5 SALES LIGHTING r) 1'8 n 6.9 ' NIGHT LIGHTS be ' ' NIGH? LIGHTS k �,oaaE T --, , ,' SPAR SAG SAG\GYK TRU SIGN (FUTURE) r1 -- r1 70 3.5 3. - - ` EXIT L GHTS 1,4 EXIT LIGHTS _ _ - _� F -+ DRAWN BY: CHECKED BY: 7 SALES LIGHTING r1 3 02'2 r 1 SALES LIGHTING 8 7 3 4 SPARE 8 7 SPARE n r1 SPARE 8 - �. gp, _ PROTOTYPE DESIGNATION: 2002 REMODEL- c2000 TRU SIGN (FUTURE) r1 r 1 lARi 72 - __ -.._ 1,3 TRANSFORMER T-1 ------ 9 SALES LIGHTING r1 2.2 n SALES LIGHTING 10 9 EXTERIOR LIGHTING �l - n 10 9 SPARE n I 1 � SPARE T ~ -�� -~ SPARE LANE LIGHTS r1 5 t,0 r1 KIDS RIDE 7q 3'3 2 5 _-_ SPARE_ - -- - -_ 15KVA FOR PNL "LC" C I __ _.___._.-__�._ . _ 1 9 11 SALES LIGHTING r1 2 4 r� SALES LIGHTING 12 11 EXTERIOR LIGHTING r1 2 2 r1 SPARE 12 11 SPARE n 1.3 12 SPARE \ SPAS i R-•tONE LIGHTS r1 5 rl KIDS RIDE 7611-1,16 PARKING LOT 1.3 PARKING LOT - - ' ~` e [l 13 SALES LIGHTING r\ n SALES LIGHTING 13 14 13 SPARE n r-\ SPARE 14 13 SPARE -' �1 - SPARE 9K� Q�99 1,7 LIGHTING 2. LIGHTING 10877 WAISON ROAD 71 SPARE r'1 r1 SPACE - -- - - - _`_�_- � 78 7 2.9 TRANSFORMER "T-3" -- -�._, - -- - -- 15 SALES LIGHTING r-1 39 r1 SALES LIGHTING 16 15 16 SPARE n +F 5 CARIE r'1 - �,- SPARE ST. LOUIS, MO F3127 2.9 -� -7 SPARE - �� SPACE r1 n SPACE 80 SALES LIGHTING 18 17 SPARE n 2 7 COMPACTOR t8 1' SPARE - ,--* r, SERVING P T ,K_-_�___,__ -- 17 SALES LIGfITING n 2� � 4.4 �,� PROJECT MANAGERS H1 - SPACE r\ r1 SPACE g2 19 �'M 2. 1.3 SALES LIGHTING 20 19 SPARE n 20 1 r1 r� ' '9 SPARE �1 SPARE P,ofeeeional of record ff 83 SPACE r\ r1 SPACE g4 3.5 - ---- - ----- - -- .- ------�-- -- .,- -' practicing as on Individual. BKR iP '0A UNLESS NOTED - 21 SPARE r1 r1 SALES LIGHTING, 22 21 PRE-SALES LIGHTING � g a,4 11 22 21 r1 n - !2,: SPARE SPARE ' . HANDL.. LOCK-ON DEVICE. �R �= 1� TOTAL. CONNECTFI) R_1_.S KW 23 SPARE /"5 3'2 r1 2.0 SALES LIGHTING 24 23 PRE-SALES LIGHTING r1 g n OFFICE LIGHTING 24 23 - n n - J-� SPARE SPARE ZOO? I �! SAN 1 4 ZOO 25 SPARE r"1 1'4 r1 SALES LIGHTING 26 25 DOOR HEATER N 1 a 23'0 /zQ BALER 26 25 '1 n �,6 SPARE SPARE 1 27 SPARE r� 1'7 r1 SALES LIGHTING 28 27 4.2 0 28 27 -+ ----- --�i`P . 7 SPARE --- i SPARE PROFESSIONAL -- �------ -}- ----- ,.. OF RECORD: ' 29 SPARE r� r1 SPARE 30 29 4,2 3.0 jn 29 n n 'I 9 SPARE "� SPARE JAM['; C. AL KN b 31 SPARE n r 1 SPARE 32 31 r1 r 1 t, , it r-"\ r'1 3,+ S1 SPARE 1 SPARE 314--821-1100 33 SPARE rl n SPARE 34 33 - --- 34 33 SPARE--� --- 4 't I- --- �� ' SPARE 35 SPARE r\ r1 SPARE 3� ;5 n /\ 36 35 n n . 36 55 SPARE n `�. r' SPARE --- - --�__ _ --- - - __ 37 SPARE r1 r, SPACE 38 37 /, 38 37 r1 n 38 57-+--- SPARE n •\' -_-� r SPARE � w 39 SPARE r1 r1 40 39 \ r1 40 39 r1 n 4C 39 SPAMr-� ! r SPARE SPARE 41 SPACE r1 r-1 42 41 n r1 1% a' r1 r-1 41 -- - ---- - -- -- -- _ _ 1 !o_ _ \\ Nntional Of e BKR IP 20A UNLESS NTD. N DEVICE BKR 1P, 20A UNLESS NTD. - BKR 1P, 20A UNLESS NTD. BKR iP, 10A LiNLES�NOTED !. --- 102 Chestnut Ridge Road Le-HANDii _ 20.3 22.4 17.6 TOTAL CONNECTED 60.3 Kw I, IIANDIF LOCK-0 25.9 25.8 23.f+ TOTAL CONNECTED 75.3 " HANDLE LOCK-ON DEVICE 4.4 8.1 7,0 TOTAL CONNECTED 17.4 . HANDLE LOCK-ON DEVICE O.B ` a 0.A 9 Montvale, NJ 07645 (z01� Bol-5soo This drawing is the Exclusive Property of TOYS "R" US. The information shown may • not be used nor the Drawings Reproduced NOTES: without permission of TOYS "5i" US. 1. EQUIPMENT AND CIRCUIT DESCRIPTIONS ARE TAKEN FROM EXISTING RECORD DRAWINGS AND ARE SHOWN FOR BIDDING PURPOSES ONLY. ELC SHALL VERIFY PANELS AND CIRCUITS Location PRIOR TO BID. ELC TO PROVIDE EQUIPMENT AS REQUIRED TO ENSURE A COMPLETE WORKING TIGARD OR ., SYSTEM. SEE ALSO SHEET E4. • 2. ALL PANELS AND FEEDERS ARE EXISTING TO REMAIN AS IS AND ARE NOT TO BE RELOCATED s + UNLESS OTHERWISE NOTED. �/� SW CASCADE BLVD. 3. DESCRIPTIONS AND LOADS IN SOFT IJNEWEIGHT ARE EXISTING TO REMAIN. DESCPIPTIONS VW r _ AND LOADS SHOWN IN HEAVY LINEWEIGHT REPRESENT NEW WORK M BE ACCOMPLISHED. Drawing Title }II t..' 4, ELC SHALL PROVIDE NEW TYPEWRITTEN DIRECTORIES IN PANELBOAR•DS NMERE CIRCUITS HAVE BEEN REVISED OR ADDED, INDICATING LOAD CHANGES OR ADDITIONS. PANEL SCHEDULE 5. ALL WORK SHALL COMPLY NTH LATEST APPLICABLE LOCAL AND NATIONAL ELECTRIC CODES. 009 Scale Date • • • NONE 1/10/02 •., ... Sheet No. E 3 Cascada Ave.ims • • • .• • SUP2002-00012 37 of 3e - ... I I ., �•••�n-.7e + : i .IIY4�i•r .-....,�„•'.,.w.�..«-.-..-.-_-__._..-.--.. -._,.^ ....._ ...1..__.. _�. ._.... _., ._..., .� ... n�+ar, 111111MY .,r+1 u.6'/..ti-:k,;•dd'i.d dE�dRd Y!«)'r+k.'_�.. Cr11 Inti I Illlrlllul'un�ll31'Inr�tlllllljln11i 11(1111 It! �> n 1 ( 11 Il�unlul� 111111 I �nt IuII I VIII Ill II I�In,illl I i illi 1 I I� II I E, ' d • to I I In i7 1+4 IQ I I� I1>! >l� �) !l� 23 �4 25 20 27 2e 20 L.0 tE + 4 II 4 N • <♦-, _ ,1 •-F'i , M v • 11 t M f. i .rte` .., .. , 1 y r • I } LI, - • 4 . Revisions EXISTING EXISTING EXISTING EXISTING EXISTING AEXIISTINC EOUA I ") 77 J4 0 1.30 4W SN ko Date Dow tion E S NG NEW NEW _ V, , RTU-1 WP RTU-2 WP RTU-3 WP RTU-4 WP Wp ---ROTE ----- - E' 1/10/02 PERMIT APPLICATION RTU-5 RTU-7 WP RTU-6 WP CKT -_ _- PROTECTION FUSE / 60 60 60 60 30 30 30 SERVING J N PO!ES SW. FUSE TYPE MDP-6 EXISTING FEEDER TO - --` 1 PANEL "HA" 3 20U 125 T-TRON MDP-7 REMAIN AS IS ROOF - MDP-8EXISTING FEEDER TO REMAIN AS IS 2 PANEL-'_HB" 3 200 200 T-TkON (,... -MDP-9 EXISTING FEEDER TO REMAIN AS IS 3 PANEL "HC" - 3_ 100 70�FRS-R (Ree TO PANELTO PANEL LB-9 SEE DWG. E22 SEE DWG. E2' 4 "1-2" rO FIN, "LA" 3 100 - IOU IFRS �-R (k_,___----`---`-- -'j-_ I 100- UU FRS-R RK. + ' • 5 "T-4" TO PNL "LE" ' ( ii MDP-12 EXISTING FEEDER TO REMAIN AS IS -� _-- - __.- ._. - --EXISTING -- — 6 RTU--1 3 80 45 FRS--R (Rr -_r 1. i9 7 RTU-2 -�_.- 3 60 4a FRS--R-(Ro( MDP-3 ��XISTING FEEDER TO REMAIN AS IS. R7U-3 _ 3 60 45- FRS-R (RI( , MDP--2 Ocf-4 # 3/0. 2 1/2" C. v� ------- - - --- MDP-4 -3 N 1, 1 1/2" C. 9 RTU-4 3 60 1 45 FRS--R MDP-5 -3 N 3, 1 1/2" C. 10 SPARE MDP-t < -- ---- -- 4 N 3/0, 2 1/2" C. 11 SPARE_ 2 N 4,1 N 4 (IG), 1 1/4" C. 12 RTU--5 3 30 20 FRS-R !k� 2 N 6, 1 N 6 (IG), 600A MAIN SWITCH W/ 600A FUSES (EXISTING 1" C "T-4" "T-2" „T-S' 01 a "T-1„ NEW NEW NEW NEW TRA_1\�1 Sr (,DRV E__ R ( ) PLAN --�_- Pkv SEC. FED - 400 - -- - 100 80 KVA HAS c T SERViNC- a A' (225) BY-PASS SW. -��_N 8 COPPER MARK VOLT-. VOLTS FROM N 1/0 COPPER � FURN BY TRU -�-- T,--- -'-- ' -� - - INST BY ELC 3 N 6, T-1 15 1 480 120/240 HC LC MAIN 1 6 IG - --- _-_ A11, "�?�^I`7U�r_. 'Fay;•LvG N 2 COPPER � 2 N e, 1 N 9 (IG), 3/a" C. N O N e COPPER � • „r DISTRIBUTION 1" C. T-2 75 3 11 120/208 MDP -A TRAPE7J FFCM ROOF NOT FRAC+ R5 Aer)vE P', PANEL 4 N 4/0 3" C < E: --- - -- - - !I UPS NEW '_."_..`------t..._ . 3 4, 1 4 IG 1 1 4" ---. -_ 4' FRAM VE • 600A MT, PANEL %,b" FT 10 1 $90 120/240 Hr. q MAIN MTCH " WITHIN t0' OF NEW Ah' r;RS Ab';VE FN_ L- -- 4 N 4/0, 3' C. rA{'• CK'^ 1 1/4" C._ __� � 10'-0" MAXIMUM N N ( )' / C. 75 3 aI90 - o TRANSFORMER "T-2' • EXIST EX15T _ Drawing References ME1ER G` ; C/ 1 2. 2 N 8, 1 N 8 (IG), 3/4" C. 60 — _ ENCL05uRE 3 4 GROUND CONDUCTOR FOR ISOLATED _ GROUND PNL. %C" TO BE CARRIED II 'T �\\ �, '� t _ NO Drawln • 5 6- "C-6" BACK TO GROUND BUS W "MDP". C O N'J 7PNL PANEL PANEL PANEL "C_8" PANEL PANEL PANEL PANEL PANEL -- I - "HA" PANEL "LE" "LA" "LA" "HB" "C-10" LF -LB'"LB" "HC" "LC" PLAN MANUFACTURER I CATALOG N,JMBER--+- LOCATO'v 'FRO'.G 9 10 NEW "LE" (RIGHT) (LEFT) (FIGHT) MARK -- -- _- (LEFT) NEW NEW NEW NEW NEW NEW EXISTING NEW C-1 11 12 "C-11" SQUARE 'D' 20A, t2G, 120V COLI. POWER RGph+ r'`*`' --- ----�- - --- EMS C'. FA NEW C-2 SQUARE 'D' A. 2P, 120V C"' POWER ROOM C-3 SQUARE 'D' 20A, 4P, 120V CC':L POWER R��I^_M EXISTING FOR COMPACTOR �-----F1=:_F .._� _._r.... GIN 30 C-4 SQUARE 'D' 20A, IGF. '20'V (_:) ,;. SGv:. "C-9" I- r a„ „C-3„ „C-2" "C-5" +- -POWER KGOM--♦ PANEL ':A" -' J�J FOR BALER FLOOp , r CG TS C?�F'�C 30 u �- C-5 SQUARE 'D' 20A, SP, 12-'J,,' OWERANEL RGCh ? - C-6 SQUARE 'D' 200A, 3P, 120y' C. ,. POWER 700:' FAPA, `- EXISTING FEEDER TO REMAIN AS 15. -�- N ti" ----r--'-- -- -- -- - --+-- -- C-7 SQUARE 'D' 20A, 12P, 120V C'J POWER p',(�tJ _ANF _,"F C;c c ELECTRI CAL SERVICE RISER DIAGRAM C SQUARE 'D' , 20A, 4p, 120V CC'L 'OW'ER _�' _T T -_Ava . "HE, EMS . SCALE: N.T.S. C-9 SQUARE 'D' 20A. 10P, 12CV cr. n.�CE ARTA 're,Ts ;VANE. C--10 SQUARE 'D' j 20A, 4P, 1204 V"WER :i)V Cw Tc, .y"T FVS ., u � C-tt SQUARE 'D' --20A, 2P. ��f ,_ � �OWEk •.,��+✓ +• '. a "F ,�"1 - p . VDF LOAD ANALYOI .'t CONNECTED DEMAND NEC GENERAL NOTES: LOAD FACTOR DEMAND SOLID STATE CONTROL TF-3 1. ALL PANELS, FEEDERS, FUSES AND CIRCUIT BREAKERS ARE EXISTING TO REMAIN AND SQUARE 'N FURNISHED PANEL "HA" CKT. / ARE NOT TO BE MOVED, OR MODIFIED UNLESS OTHERWISE NOTED. BY TRU, INSTALLED By ELC. -- p4BID DATE: 1/10/02 S 4 S 6 10 1S 10 17 td 22 28 CONTACTOR "C-t" SPEED CONTROLLER LIGHTING AND 2. EQUIPMENT AND LOADS IN SOFT LINEWEIGHT ARE EXISTING TO REMAIN. EQUIPMENT AND CADD NAME: 632EO4 PROJECT NO.: 802632 CONTINOUS LOADS 137 5 KVA 1.25 171.9 KVA T s TERMINAL 3 - o o LV - R-I LOADS SHOWN IN HEAVY LINEWEIGHT REPRESENT NEW WORK TO BE ACCOMPLISHED. DRAWN BY: GYK CHECKED BY: SAG GYK C C FROM UNIT HTR-2 (ELC TO PROVIDE RELAY BY POTTER/BRUMnELD / RECEPTACLES PRD1Ar0 25A W/24V COIL) 3. EQUIPMENT AND CIRCUIT DESCRIPTIONS ARE TAKEN FROM EXISTING RECORD DRAWINGS PROTOTYPE DESIGNATION: - FIRST 10 KW 10.0 KVA 1.0 10.0 KVA 4 ~-� L - AND ARE SHOWN FOR BIDDING PURPOSES ONLY. ELC SHALL VERIFY PANELS AND CIRCUITS. / S OUTPUT / 1 RECEPTACLES 5 24V R-2 4. ELC SHALL PROVIDE NEW TYPEWRITTEN DIRECTORIES IN PANELBOARDS WHERE CIRCUITS OVER 1OKW 58.2 KVA 0.50 29.1 KVA Ll + l I (ELC TO PROVIDE RELAY BY POTTER/BRUMFIELD / HAVE BEEN REVISED OR ADDED, INDICATING LOAD CHANGES OR ADDITIONS. PRDIAYO 25A W/24V COIL) T- -' LARGEST MOTOR 32.4 KVA 1.25 40.5 KVA LB-I 5. ALL WORK SHALL COMPLY NTH LATEST APPLICABLE LOCAL AND NATIONAL ELECTRIC CODES. @1090 SALES AREA LIGHTING LA-22 6 � P�MEL '1��• DONiRAS TO T'STAT 10877 WATSON ROAD 0 iIER 186,2 KVA 1.00 1Bfi.2 KVA RELAr BY ST. LOUIS, MO 63127 ' TQTAL 424.3 KVA 437.7 KVA SQUARE 'D' CONTACTOR "c� HB-s uM-2 AND ,11E_3 CON7<ItOL PROJECT MANAGERS __�L O SOLID DU STATE CONTROL MODULE SOvARE'D' ,�--PIK SEE SHEET / 3 C FURNISHED BY '"'-nt.`"" + Professional of record �! I' • EMSI TYPICAL TO EMS TERMINAL T rRU, INSTALLED By ELC - practicing a9 an individual. / 9 OUTPUT / 3 l < rIMS TERMINAL 3 - -`,- _ _O -1 N/F� SOLID STATE CONTROL -'ONTACTOR C-7 S - ] r-mak -C� rlip L SQUARE 'D' FURNISHED PANEL 'HA' CKT, / PYLON SIGN (SEE DWr,. UE1) - C)' BY TRU, er ELC. - ( j + t t( 4 LB-1 t 2 7 B 11 12 13 14 t9 20 Sp 2B 4 i i q 15 0,j TCRMIN -S -- - - +-- ) ( i �1 '1 / �-- A 5 o,ItPUT / t � � r , TO EMS TERMINAL 3 0 5� .- l . -(•- - .. � SOLID STATE CONTROL 13 r -- - - } PROFESSIONAL. SQUARE 'D' FURNISHED PANEL "HB" CKT / C C OF RECORD: .� BY TRU, INSTALLED By ELC. 13 14 4 / 7 OUTPUT / 2 5 ) R ;toLl� „ta ,W IAy JAMES C. ALBS k iS Tt110` 12131103 rr.,,2 .._.= -N_ � CONTACTOR "r_3"� L T 4wE TO MS TERMINAL3 0 T-� �, 314-821-1100 / c c -4 ___ L� J -T 1 I 4 L LB-t Pw� �w� . �� SALES AREA LIGHTING • / t5 OUTPUT / IS S • SQUA STATE CON1R0, l SQUARE b' FURNISHED F+A•+EL '140" Lr 1 / LB 11 I`--ISI BY tRu. WALLED 8• r I c:ONta� ' ": +U• - PARKING LOT LIGHTING - -I RELAY Br ` 9 12 IO SQUARE 'D' CONTACTOR "C-B" -- - MDP-5 TO EMS TERMINAL S 0 L -n �1,,` � I National Off e SQUSOLTARETATE CONTROL TO EMS D' FURNISHED " N 3 i R I C M TERMINAL -�` T ' 4 ( -a I - CY .) J �'- • 1 1 102 Chestnut Ridge Road BY TRU, INSTALLED BY ELC. - CONTACTOR "C--4"- PANEL LA CKT / TO EMS TERMINAL I / t3 OUTPUT / S [11 (1 ( Montvale, NJ 07645 55 57 S3 S4 61 63 5 - .r'-- ---_---_-� T _ N s outrui / I �______.._- _ // _ _ J (201) 802-5900 yV TO EMS TERMINAL r J 0 �- o o LB SPARL This drawin is the Exclusive Property of C C 4 y 1 1 L--1--J PANFI "LF" g P Y r I 4 1 I I--Q' T LB-1 I,, nvrR rpuLK oiIDR -- r .,rI,1.,. TOYS "SI" US. The information shown may TO EMS TERM 19 OUTPUT 13 5 L T (� 6 6 (� MOUNTED IN PANEL not be used nor the Drawings Reproduced TTT without permission of TOYS "$71" US. PANEL PANEL `--T--- SOLID STATE CONTROL "HB" CKT / "HA" CKT / , LB-t TRU SIGN / SPARES SQUARE 'D' FURNISHED GIRAFFE- BY TRU, INSTALLED BY ELC. �� SOLID STATE CONTROL Location 21 2J 21 24 SQUARE 'D' FURNISHED CONTACTOR "C-11" �IGARD• OR \ HB CPU SIGN 3 0 8Y TRU, INSTALLED By ELC. -- -�- t' 9 TRU SIGN (REAR) TO EMS TERMINAL / 3 - -- I T MI 4 C C CONTACTOR C-B EMS TERMINAL 3 C I l -.1 '010065 SW CASCADE BLVD. {) Y / 7 OUTPUT 2 L TO EMS TERMINAL __ f--- {i} �* -I( � T1 Drawing Title �. BY STATE CONrROL By ELC CONTACTOR C-5 P KT / / -- 5` + - / 15 OUTPUT / 6 -- (`)----- - r _\ 4 f 7n. PANEL "HC" C `{ X, 1 3 2 4 {I 3 —� -- 0 - - - -- - L13 11 SALES r} --- - - - - - -- - t-I --- 10 MS TERMINAL I I --I RISER D I A G R A M / 3 OFFICE, PRE-SALES LTG. LB-t tKrrg10R WALL PACKS C C DOCK LTG. 60AA AMM • _ zz zx Scale Date TO EMS TER V V V V per- %C At 'Hr �� AS NOTED 1/10 02 / 1 nutpUl 12 5 • • • • • • / '+ 4 i i ••i i i •t! i � - - •• -!0 • •�is•i J L_-1 E—�---� —r--J Sheet No. " IIS. • ••• • • ••• • SPARE SALES, PRE.-SALES CONTACTOR N T A C T 0 R A r r ^ j •' '"�` °""'"°` JD RELAY DIAGRAM .� ••• ••• •.• ••• :< .•. SCALE: N. T. S. E4 C"Cads Ave.10004 BUP2002-00012 3e of 38 1' { Illi ILII ILII ILII ILII ILII 1111 �II ILII Ii I ill ILII II I i II 11 I III) ILII I I III I It I ILII ILII II I II I ILII II II I! I III II I ILII IIIc ILII ILII 1111 I "2122 om .IaaIb 11 Int 13 1+4 10 i le IiP O @) ♦ • I! 27 28 2O 30 4, •, t / y k ,