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7805 SW DARTMOUTH STREET-2 • y 4 - V . r t .r_ ' ' ... PROJECT BA3l ES 'R' US ' I ::: cT_ 4s ,. prZMiCSEIZMIC PROJECTBABIES R US.'` 1SEIZMIC FOOYS "R" US US ----- • -_-•--------- MATERIAL HANDLING ENGI NEERI NG INC. SHEET - -` -'- �_-- INC INC --,T©YS "R" US - • t.,T 1985 J.J. -- -- FOR - 5_� 35 N0.`- 2 _ OF _.__- 35 SHEET NO. 3 OF 35 ,r ---i-- MATERIAL HANDLING ENGINEERING 04- 30- 99 MAT...RIAI. HANDLING ENGINEERINGSHEET N0. OF .,' ;'tL- S•,E '.YY; , APPROv'A�5 A.ASAA it.A<7o TEL (909)869-0989 • FAX: (909)869-0981 CALCULATED BY - DATE__ TEL: (909)$69 0989 • FAX: (909)869 0981 CALCULATED B" `I J_ DATE 04- 3U�99 MATERIAL HANDLING ENGINEERING J.J. 04- 30- 99 �. �. >H�E SHE,•Nc STATE APPRaoI s ARIZONA nEw NBC,' I TEL: (903)1'69-0989 • FAX: (909)869-0981 CALCULATED BY __-_ DATE _ •t.• - ...i TANAS PERMITTNGSERVICES CALIFOkreA CH,'-•:. 161 ATLANTIC STREET • POMONA • CA 91760 -` 161 ATLANTIC STREET • POMONA • CA 91768 161 ATLANTIC STREET • POMONA • CA 91768 - •a ,.1: + AA OFFK'ES PRCOUC f TESTING COLORADO PENNS'r..vANA - •. �" '�'• !"�'�'�' " f i ,,,s,AS °E..DN;FABRA,TON O AA.S mABI r OF CO[��'-i-ENTS_ Cl_ CONFIGURATIONS ` . t.�,•, - Gix Ai'K.AS SPECIAL FABR..ATK)i MbSOUR %ASn�r,C'7r, • -; -� - 7 ' , STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR ROTH DLSCR I PTI ON PAGE. # • DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN MOVABLE UNITS- (60") COVER SHEET 1 ANY ADJACENT BAYS. : T______T_ 1,000 Ib. 1 .. 4 - • TABLE OF CONTENTS 2 THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH '--- •1 2 LONGITUDINAL AND TRANSVERSE DIRECTION 3 „ ( , , ' • SCOPE STABILITY LONGITUDINALLY IS DEFENDANT ON BEAM TO COLUMN MOMENT, ' • PARAMETERS 3 WHILE THE BRACING ACT TRANSVERSELY _ 1.000 lb. 51" •' CONFIGURATIONS 4 - 5 ' 3r" -- i(, COMPONENTS & SPECS. 6- 8 170" •. LOADS AND DISTRIBUTION 9 7 ,1. 1_000 Ib I i •' :;. - SEISMIC ANALYSTS LONGITUDINAL ANALYSIS 10 5 II� t '� 2 -' - 1 II ' • OF STORAGE RACKS FOR 11 COLUMN '�► 11 3 �� J BABIES 'R ' US • 1,000 lb. BEAM 12 ,� _ BEAM TO COLUMN 13A-B 1\ J / _ _ _ - - ,, • ::,4,,, TI GARD, OR t �' #99- 0748 BRACING 14 \� ----- 96" 4. ••I` 60"- ' • • \ / t1 OVERTURNING 15 • APPROVED BY. • . _ I� BASE PLATE 16 C - I I �%T"..- (I . - :r.,.,• • SLAB & SOIL 17 ANTI- TIP DEVICE / GONDOLAS ANALYSIS 18 - 35 I C<,---- li 1W, s''''. tl •J 4SAL E. FATEEN SCOPE: S ' •1 . " 04- 30- 99 - THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. -'� vRo� ASSEMBLED ONLY 4D-------------<1 / R 1 S THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD SS , ��>N E -A' 1 COLUMN. `� 12303 WI THCYUT ANY FIELD WELDI NG. TB1 I'T.ARYgR�A ., • Q 2. BEAM. • , • €��Di 1 - �jl • 3. BEAM TO COLUMN 4. BASE PLATE ' ' 'y,�(Y cb q' 5. HORIZONTAL BRACING I Mu 1999.uu�4 1 CA4 5 M o CNG EL(' 999-0055 �____ , , 6. DIAGONAL BRACING fl BUP 1999-00223 wll.t i �t ,1u_41 j • CLC 1909-00551 7. BACK CONNECTOR TRANSVERSE i BUP 1 999-002 2 2 Pi--M 1999•- 00173 LONGITUDINAL . Pig 06" b 4irTh90U 7 N I pI.NI ►99�-00133 P/lta 1`/`I`f-1111 4•1 -•--� MiL '999 1U.44 J ., PC2- 33 G1- j 0/ 7805 DAR•TmouTtt GLC 1999-(10551 EL(' 1999-0(1551 a BUP 19yq-0(1223 TOP VIEW BUT' 199;1-00«23 1 • TEL: (909)869 0989 •• FAX (9041869 0981 PG 84 0T 1 o I "- '" " t'I.IvI I /�l/ UUI�� - � , b1 A !LANTIC � fHTt T •• POMONA •• CA 91768 -- - -' 1'1_M 1999-I/III /.; - ---- -- -- --- --__ ._ • . .-i 7805 DARTM011'FII - - �• 7805 (Di DARTf MOUTH )ll'TI1 ::Ir`�.••'+Is. • PG 85 of 101 .-• 1111-- • b • ,,.„„ ....,-- •- . - _ ... -... .-- 111...._r,••-•w•�-«.,........-...urr w.M.riM..MM.'1+1:.�n ,.. • . 1 � -WiGF�NK1}aM1W{LJA4.Y4.-..YSN�.A/'IJtiN•'.A.1111 w... .,.J. .;e BABIES .R` US 1 ,:1• ', BABIES R US BABIES 'R' US BABIES 'R' US SEIZMIC PROJECT___- �� SEIZMIC2 PROJECT _.. _____-___ '� r PROJECT PROJECT - - "` TOYS R US TOYS "R" US ��EI ZMi l; TOYS "R" US T TOYS 'R' US _ INC. -OR - FOR _ - -- i INC. INC. FOR INC. FOR SHEET NO._- 7 OF 35 ___. SHEET NO.-_ OF SHEET NO. _ _ OF. - SHEET NO. 9 - OF---_35 1 1 35 13A 35 MATERIAL HANDLING ENGINEERING J.J. 04- 30- 99 MATERIAL HANDLING ENGINEERINGATERIAL HANDLING ENGINEERING .._. CALCULATED BY . DATE CALCULATED BY J.J.JJDATE 04- 30- 99 MATERIAL HANDLING ENGINEERING J.J. 04- 3l)- 9� TEL: (909)869-0989 • FAX: (909)869 0981 • FAX: (909)869-0981 - CALCULATED BY DATE TEL (909y8690989 • FAX. 109 J.J. 04- 30- 1999 TET: (909)869 0989 TEL: (9109)869-0989 • FAX: (909)869-0981 (. )869-0981 CALCULATED BY DATE • r • • 161 ATLANTIC STREET • POMONA • CA 91768 161 ATI_A,NT1C STREET • POMONA • CA 91768 161 ATLANTIC STREET • POMONA • CA 91768 161 ATLANTIC AVENUE • POMONA • CA 91768 I "' MOVABLE UNITS (48") _ LOADS & DISTRIBUTION :STATIONARY UNITS COLUMN ANAUYSIS_STATIONARY UNITS BEAM TO COLUMN CONNECTION: 1_000lb_ 235# - P.-i9# / ---•i LIVE LOAD PER SHELF = 1M11 = 350 lb COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN ;MANUAL. I� PERI Fl 4 r �� - (BASED ON CLIENT SUPPLIED DATA) Mconn= ( MIOWPr + Mupper )/2 + Mend ,,� �, v •'I .•', ti �, _ DEAD LOAD PER SHELF = WdI = 50 lb , ,I• - MAIN STEEL 50000 PSI t1 - BASE "LATE STEEL 36000 PSI 1 56„ 51" 201# TOTAL LOAD PER FRAME -- 1 ,600 lb Q 'A. • - __1,000 lb 4,. -- #$,'JCHOR - WEDGE TYPE 0.1770x 1-7/16 MIN. EMBE 3 _� �_ , -_- 350 Ib. CAPACITY OF GONNEGTOR_ -• Pmax - 600 l b. Morax = 1 , 7 68 i n.I b. ''� f^ SEISMIC SHEAR BASED ON SECTION 1630,2..1 OF THE 1997 UBC 1 i---4_.----...._ II 1 1 \ FLOOR SLAB 5" X 2000 PSI. REINFORCED 1 ?_0" _ _ I Kx x rx = ? * = 41 R SHEAR CAPACITY QF 7/16" DIA. STUD 39" -- 3 I / 2 39 / 1 .120a ` 1.• WHERE SOIL BEARING PRESSURE 1000 NSF -ii--------- A ------0-1 - -�I Q N ' . , I,000lb 8%'# I 104t# V = ((2.5 x Ca x I) / R) x Wtotal Kyly/I'y = .8 * 51 / .6269 = 65.1 <- GOVERN$. 1 • A= .4375A2n/4 = .15 "A2 �_�� -♦ 350 Ib. 60# I F = 50,000psi Mu �• - SEISMIC ZONE 3 Wtotal = WII + Wdl x n -- -•• / / Z 51„ I ) 3 Cc = (2T1 2E/Fy) .5 -a T7�==� -� Y- ppel • TYPE = SINGLE ROW UNITS. 39" n = # of shelves i 20" = 107.0 Pmax= 3000 # I� - - �t# 3 SI NCE KI/r Cc, _ b) BEARING ON COLUMN: J. /�-- Seismic lone -- 3 I - 1 350 Ib. _ - / _�� ITS Mr "I ..1%,,,. lik ,l___, _ �.__.____ - _ _ 11 Fa 522Fy [(kl/r* Fy)/1494] 2 Mconn •R• ,/`------ 96" - 48"-,�' Ca = 0.36 Soil Cool, - Sd Z * -- N • • i ;,ti. lo -- 96" R(long) -- 5.6 3,, = 21 ,356 psi , _�. C Abrg.- tD t=.075 min �: I -- ,. •„ SECTION AXIAL FORCE MOMENT BEAM MCMENT _ fa = Prnax/Area - .4375 ' t Fu=65,000 si mm. �� ( p �/ - R(tr ins) = 4.4 350 lb. ►## _,'�.- 1 2, 100 l b, 241 i n.l b. 3 441 'nib. <- stdConn. - 1 = 1 ,393 psi • _ 2 1,575 Ib. 4,64 in.lb. --.4----_ . Pmax brg._ A F 5,240 i n,l b. -- stdconn. �QNGI T UDIAI_ LIIRkCT II�N f h Morax/Sx SECTION PROPERT•I-ES 1z ' 3 1,050 lb. 3,839 in.lb, ,r--- 96" ----4 _ .4375 t Fu - .. 4 525 lb. 2,292 in.Ib. 4,066 in.lb. <- atu. 1110. = 4,868 psi A= 3" B = 1 .625" = 2133 •# < 3000# �� • 2, 146 i nib. <- stdconn, III = 96" h • C = O" D = 0" c1M MENT CAPACITY OF B13A KET_ MIUWAr Vlong = (2.5 x 0.36 x 1 )/(5.6) x W) / 1 .4 fa/Fa = 0.07 <-.1 5 ' ~" �' 184 lb w/ working stress reduction - E = 0" Wt = 1.558# ---I _ �'��, fa/Fa+fb/Fb <= 1 .3:1 tl .0 47 t2 - 0 11111rirt 1 •., Fi = VWhi / IWh f- ------- 7.... _ * _ Ix = .5448", 410=��1693"^4 _ / Mcap- S Fbending __- - -- - - Fb .6 Fy - 30,000 psi . " Y " _ 105 .66 F Sx = .3632_ A3 Sy =- .1957 ^3 Y 2" • :,j'. . , MOVABLE UNITS (48") DESIGN LOAD = 1000# fb/Fb = 0.16 rx = 1 .1205" r " BASE PLATE COLUMN _- ---BEAM i-- { tRANSVERSE DIRECTIOK y = .6269 C= Mcap/ 75 = 1 .2 P1 • ; > - --Yd- .- ,�„ : J 3x1- 5/8X14GA(LU2.1 ) s!" COMBINED STRESS = 0.23 -- -�/ _ _ P 1= 1 1 Mcap < C �; 1 1„ ? 125 X 4.5 X .25 CQLC►MN STRESS =0.62 2- 5/16x2x 14GA/201 H Vtrans = (2.5 x 0.36 x 1 )/(4.4) x W / 1 ,4 - t = 077 Fy = 3850# > 2133# BASE PINNED -- MAX 134D/LEVEL = 1 ,062 lb. = 234 lb w/ working si.:"ss reduction 39,1 ' s1 T . , �.' �- BEAM IS O.K. - ;(!# __.-._____. 7�/ F t SINCE BEARING GOVERNS P1=2133# ( -. -.- Fi VWhi / KWh --w 38" ;1' I r^ - ,;;•, OVERTURNING BRACING SLAB & S01 L S bracket 105 F.t.'• •�` V HORIZONTAL V DIAGONAL V 1• _ Mconn cap = P1 ' 2.5 + P2 ' .5 __Jr__ • • _r ANCHCI? STRESS = 0.61 1 1 /2X1 1 /4X14 GA 1 1 /2X1 1/4X14 GA PUNCT. STRESS = 0.46 -� / - = 2.6 2133 "1 - `„ 1. '';%t ,L. # CF ANCHORS = 2 STRESS = 0.13 STRESS = 0.42 BENDING STp.SS =0 31 ## FtpgLV Fw Side VICIA 1 5/R + • - - = 5.546 "# 'r ' NOTE: MOVABLE UNITS HAVE NO UPLIFT. ATTACH FLOOR TRACK W/ 0.177"0 x • �`- __ ____ PI + P2 = C • %' 1 -7/16" min EMBED. HILTI DOME-HEAD NAILS (I,C.B.0.#2388). 20" -.- Mconn. seis = 1 33 ' Mconn = 7,376 "# P2 = P1 * (,5/2.5) MIA_ 1999-!1112'14 !Vl bl_ I 9 99-01124 4 TVI I A., 1999-00244 = .2 P1 M1;(; 1999-00244 t_ 1:1_,C 1999-0055 1 C = 1.2P1 1'LC 1999-00551 I.LC I`99 00551 ITC 1999-00551 III IP 1999-00223 •• I1lMP 1999-00223 IIIJP 1 ))9-00223 13UP 1999-00/21 • i ` ,, I • 1111 ._ _----_�..- __---- --- ---- - --+ 5.111. -..,.. . --- -- .. . (0-23 --5`t,..: 1 1'I,wl �9�y-(111 10" I I.vi i Ph UtI1 i_1 --- I'I,M 1999-illi/.y '- 7805 DART MOI it'll 7805 DARTMOUTH 7805 1)ARTMOUTII 7805 DARTMOUTH •'4`' 101Appror.. . PG 87 of 101 PG 88 of 1(%1.W7' ' '' ' • . ' i :. ...- •, .‘ : .., ., 4. PG 89 of 101 PG 90 of 101 . . , ••, •• •• „• • .. .. . • . - . ., . . . . , 1 •�. -� ' „; .. . .. ...,_ „ , „. ,„. .., . L ' it • r. If this notice ilpprars cic;Irt r tI1:Iu the JUN 0 2 2000document, the document is of marginal yu;Il11` 11111'I ll i i 1111'(I •',�r ; 1 ( 1111! ; ! IIIIII �1111I II1111111! ! 1111'I Ifl 1 I I I; I ! I i i I 1 I I 11 ! e ;` i� 1111 ' •�: 1 � 11 � 111111 I II1T { Illi Ill l I i I: 11111 iiIIlllji !I! Iiiil it III ill ! 111111 1111 ) illillllllll INCH oot IM Q1404,4 I ( ; i I ( ! ( I i I ( { I I l ► i { I ! I { I ! I I i ''ti • 1-7;1--, T -.___j'_ I { 1� f I_ 1. I is 1 �T -; -kit -wTT_ tT B- f ; �T .-� Tr _.� . • rr) ' '1 l I I III I VIII 111 'I Iii11 III 11111 1110, lil i 1111 i III fill i'I;i iii i. I" I' I' I h II ^111 1' 1 111111) I 11111 I ull I to u• '1un VIII nt I 1 IIII ; �Il,!III/linIII,.li11 111{,1, „,11111 ,II, „IIII,,,I,IIII..,,,ll„,..,IiI11.,,101., 111.1.,,!„ ,111,1,..111110 III+!• ,i1I11!II1111iillhliillii111 iI+ 11N 1111111, ,,IIMIIIIIIiiif111111i;11111111:.j�1111111,,...,1,11„1J,111,,:! 1411IIIII111,I1111111111111,,,, ;, !1 • i , • fi , , •'r • ^1 - . ; • @i ••. , - + • l.• • • •1,. SEIZMIC PROJECT BABIES 'R' US -"R" US SEIZMIC PROJECT__ BABIES 'R' US FOCI 1 OYS R US TOYS "R" US - - Inc - ---- • - SHEET NO. 4 OF 35 INC. FOR - SHEET NO. 6 35 , \ MATERIAL HANDLING ENGINEERING J.J. 04- 30- 99 MATERIAL HANDLING ENGINEERING --- _ OF _ LEL: (909)869-0989 • FAX: (909)869-0981 CALCULATED BY -- DATE_ _ -_ TFL: (909)869 0989 • FAX: (909)869 0981 CALI'JLATED BY, DATE, 04. 30 99 w 161 AT' ANTIC STREET • POMONA • CA 91768 161 ArLANrIC STREET • POMONA • CA 91768 CONE'GURATI ONS STATIONARY UNITS STATIONARY UNITS / _ _�_ 350 lb 89# 1 3# o, 350 b SPECT FI CATI Q-N 4 ,f --- 4 i MAIN STEEL 50000 PSI 3 " - BASE PLATE STEEL 36000 PSI 51" r 1�.. 350!b. 6n+! /rift ANCHOR - WEDGE TYPE 1/2 x 3- 1/2 M'N. EM ED. i-- 3 �. 3501b. 51" . / -3' -- FLOOR SLAB 5" X 2000 PSI. REINFORCED 1 20" 3 " - - SOIL BEARING PRESSURE 1000 PSF 120" 3 „ ? - 350 lb 31# 39# �- SEISMIC ' ZONE 3. I - .-. --0_� 350Ib._ • 5 ' 3- TYPE = SINGLE ROW UNITS• 51" � - 11 39^ _ 350 lb. 2# 130i)# / • 350 Ib. 1- / - 1 I- I. I" -- - 96" .1" 20"- SECTION AXIAL FORCE MOMENT lu 96 BEAM MC>NIENT , _ r 1 800 lb. 922 ii n.l b. Y 1,280 i n.l b. < stdcartn. 600 lb. 1 ,768 in.Ib. MOVABLE UNI T5_ I 3 4001b. 1,463 in.lb. 1,965 in,lb. < stdcaln. 4 200 lb. 873 in.lb. 1,518 in.Ib. stdconn. • - 787 i n.I b. < stdcorin. 1,060 lb. � li 4 • `: _ 11 iiii" 1 1,000lb• `i1" STATIONARY UNITS DESIGN LOAD = 350# - ~�-_ BASE PLATE COLUMN - - r �-� BEAM 1 20" 3 V V3X1- 5/SX14GA(LU21 ) ' 3.25 X 3.-'5 X .125 COLUMN STRESS =0.23 2- 5/16x2x14GA/201H 1,000 Ib / BASE PINNED I M;J( LCWD/LEVEL = 1 ,062 lb. 2 -- - I' _ _ - 1BEAM IS O.K. / 1 3r." S1 _ OVERTURNING _- BRACING SLAP & SOI L r 1.000 lb. �/ HORIZONTAL �/ DIAGONAL 1 ANCHOR STRESS = 0.59 1 1/2 X 1- 1/4 X 14 GA 1 1/2 X 1- 1/4 X 14 G�A PUNCT. STRESS = 0.31 / i _ _ _ 1` �`-"- # OF ANCHORS 1 STRESS A 0.03 STRESS = 0.17 BENDING STRESS =0.1S 96 4 48"4 __. NOTE: STATIONARY UNI I S ANCHORS ARE HILTI KWIK BOL i; WEDGE ANCHORS LC B.O. #4627 OR APPROVED EQUAL. , •• BABIES 'R' US ' SEI ZMI t� PROJECT__--- BABIES 'R' US ' = ',R _-- MIC PRO.IECTMI(' PROJECT - BAB!ES 'R' U:i US SEIZMIC P,� ;JE CT TOYS R US `., SHEET NO. 8 OF 35 SHEET N0. 10 OF____ 35 :C. FOR ?r INC. FOR n n - MATERIAL HANDLING ENGINEERING J.J. 04- 99 MATERIAL HANDLING ENGINEERING J SHEET NO. 12 OF -.•' - TEL: (909)869 0989 • FAX: (909)969 0981 CALCUL .i ;.t) BY DATE J. 04- 30- 99 MATERIAL HANDLING ENGINEERING - SHEET N0. 1 3B OF 35 CALCULATED BY DATE LFL (909)869-0989 • FAX: (909)869 0981 J J 04- 30- 99 MAL E RIAI HANDLING ENGINEERING TEL: (909)869-0989 + FAX: • C(909)869-0981 CALCULATED BY _ DATE TEL: (909)869-0989 • FAX: (909)869-0981 CALCULA 7e0 BY DATE OQ- 30- 99 161 ATLANTIC STREET • POMONA • CA 91768 161 ATLANTIC STREET • POMONA • CA 91768 161 ATLANTIC STREET • POMONA • CA 91768 _- MQ1✓ABLE UNITS (6C1") LONGITUDINAL ANALYST S :S7 A T I OI`JAR Y UNI T 161 ATLANTIC STREET • POMONA • CA 91768 l,o0olb 2:3;# 299# -� QEAM ANALYSIS :STATIONARY UNITS --------- f +`- -- _ -_ -- • 4 - ---# THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STA31_IZE THE SYSTEM r ppef BEAM TO COLUMN CONT; :CYTON Mu „�PECI F'C,IRTi QN `} -- r -- COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE ALTHOUGH I-- DOES NOT PROVIDE 100% FIXITY. THUS THE BEAMS WILL BE ANALYSED ASSUMING S SSUM NG T,iE BASE PLA FE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR Mconn. Mower Mu' THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY THE ( pper )/2 + Mend Mconn -�^ Mct,nn . . MAIN STEEL 50000 PSI 3�" CLOSER TO !iE BHs-.(OR AT THE RASE FOR PINNED CONDITION, WHERE THE BASE PLAT E CANNOT ' BASE PLATE STEEL 36000 PSI CARRY MOMENT;. PARTIAL FIXITY OF THE BEAM (ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR ;, 1,(N>0lb. 158.. '1 2�# 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED,1 -- • ANCHOR - WEDGE TYPE 0.1 770 x 1-7/1E MI . EMB1.0 :' I VI ong = 2 * Vcol = 184 I b" • CAPACITY OF CONNECTOR )..g. 1• H 7� / - FLOOR SLAB 5" .`( 2000 PSI RLINFORCED 120" a) SHEAR CAPACITY OF ,,16 DIA STUD 3 " - Vcol = 92 I b. I act = 96.0 in. _ 2f, -. - SOIL BEARING PRESSURE 1000 PSF F 1 = 1 lb. ,..--f---„ _ 1_0001b t32i.� 1 o4it I rnax = 1950 + 1200(M1 /M2 b/F - 1" - Area = .4375^217;4 = .150 "A2 - SEISMIC ZONE 3. 2 / -� F 2 = 1 lb. [ )] y I I �,1" 6p� SINCE M i = -,,-- �...� F = 50,000 si - TYPE = SINGLE ROW UNITS. 3 I 39 In. C:.�I#�">im- * I - 1i PITIaX = ;�,C1�i7# �� F 3 = 30 I b. I max = 3150* b/Fy126 i n. ' I 1,000 Ib - 0 5# �itt F 4 = 45 lb. H _ +- -- -- ..3I' = - I I 1��" Mlower . ^1 ,�____ r,_. 1 ;n. SI NCE I max > I act Fb = .60Fy = 30,000 psi . I b) BEARING ON COLUMN r� - - f MAXI MUM STATIC LOAD PER LEVEL DEPENDS ON I 1.334" I BEAM Zg COLUMN _'.;j 96 60 BASE3 In 1 ) BENDING CAPACITY f Abrg. =*t ' D Fu= t = 0747 min. NNECTIOH u 96" ASSUMED FINNED. NNED. t = .0747 in. = 5 t 65.000 psi min. SECTION AXIAL FCR CE MCWIENT BEAM MOMENT M = Sx* Fb = w1 /2/8 1 Pr,1ax brg. = Area ' Fbearing -- - _-- -- - � � ' 1 ?, i00Ib. 241in.lb. .-- - = 9357in.lb. I = 5t ' 2.22 ' F 1" 9,441 i n.l b. stdconn. 2 1 :575 1b. 4,641 in.lt . 5,240 in.Ib. <- stdconn. I Mbase - 0 i n.l b. - �_ �___ _ u ! 1 3 i,USI? Ib. 3,839 in.'o. 4,066 in.lh. stdcorin. .---------4. CAPACITY = 2_(8*M/I) - 13861b. Sx = 0.3121n.^3 = 5,9e9# > 3.000# C 4 5251b. 2,292 i 1.1b. 2, 146 i n.l b. < stdconn. 1 T Mupper tv11 ower = Mconn'R' + Mconn'L' mum- lx 2) MAXIMUM .ALLOWABLE DEFLECTION (L/180). = 0.389 in.M • ,� �'"""'-� • c) MOMENT "'APA�,ITY OF BRA.CKL l- • • Mconn'R' = Mconn'L' -- = 5wI %4/384E1 4" Mconn * 2 = Mupper + Mlower (+--- r f) S bracket = 1 1O"A3 CAPACITY = 2[(384E1 )/(5* 180*172)] = 10611b. E' 1i1° . ----_ -__ _, _�_-- Mconn = [Mupper + Mlower]/2 NI,Cort MAXIMUM �.1ATI C LOAD PER LEVEL I S 1 ,062 lb. Mcap = S ' Fbendinc; • MOVABLE UNITS (',(1") DESIGN LOAD 1000# '�,-- ,•' - 11(J ' .66 ' Fy - -_- - - - -- - - ALLOWABLE AND ACTUAL BENDI NG MOMENT AT EACH LEVEL, L.._ IN_ . BASE PLATE - T- - - -- RESULTING ON COLUMN - - - --, COLUMN - -- SEAM _ V 3X1- 5/8X14GA(LU21 ) SECTION AXIAL LUAU MQvIENT Munn N,,,, . Mstatic = wlA2/8 = LIVE.LCAD*L.1( 2*8) Mall cwv(static) = Sx * Fb • C = Mcap/75 - 1 11 P1 O 1/�'" Mirnpact = 1.125*M�tatic Mallcrvu(seismic) = 1 .33 * Sx * Fb P1 = 1 20 Mcap 1 i�8„ 3.125 X 4.5 X .25 CO.!-1MN STRESS =0.62 2- 5/16x7.x 14GA/201 H 1 80(1 91 Msei smi C = Mconn (SEE LONG. ANALYSIS) _ MAX LOAD/LEVEL = 1 ,062 I b. = 0872 Fy = 4,360# > .:,0001 . --OV BASE PINNED 1768 1279 LEVEL Mstati c Mi mpact Mal low Msei smi C Mal low RESULT C = P1 + P2 • • • BEAM IS O.K. 2 600 t. OVERTURNING BRACING SLAB & SOIL 3 400 1462 1965 1.125Mstatic (static) (seismic) SINCE PLUG GOVERNS P1=3,000# 0 = P1 + ( 5/4.5)P1 - ----- -_ 1 2100 2362 9S57 1279 12476 GOOD I = 1.11 P1 ----- • 151 7 „ �/ HORIZONTAL DI AGONAL 873 2 2100 2362 9357 1965 12476 GOOD Mconn. cap.- P1 ' 45 + P2 ' 5 j"/ 1 eff. U 4 20� ANCHOR STRESS - 0.61 1 1 /2 X ' - 1 /4 X 14 GA 1 1 /2 X 1- 1 i4 X 14 ;A, ' P'JNCT. STRESS 0.42 3 2100 2362 9357 151 7 12476 = 4.555 ' 3,000# '1.33 • GOOD t - 7 da # O ANCHORS - 2 STRESS = 0.20 STRESS = 0.51 I ;ENDING STRESS =0.27 - 4 2100 2362 9357 786 12476 GOOD = 18,220 # NOTE: MOVABLE UNITS HAVE NO UPLIFT. I -br - �1 Sbracket= 110"^3 1 • • If this notice appears clearer than the JUN 0 2 2000 i intent, the document is of marginal gt.:Oit1. inicIollllllc.'t! • ,. .1111111V1111!)11111141� jljl i Ijliljl I;I 1 1 Illj!!il 1 1 ! I1I+ijli!jl I i{!Irj 'r Ill) ,ii,iij; r! 111i.il iiii! i'ilijli! Il ii 1111111IIIli!Ilil I IIIIINI I I IIiI! Ifl!II ` ,' i I 1 iI 1 , II, . . I I « �J _-,--N-1- _ _ . _. .1 I '' ...�II;lIIIIII!!(11111 II!!lIIIIIIIIIIIJIlIIIlI't!llli!!!4 11!I�!!!! t!tc!r! lily I; 11 I I 1 !11 t' Its �nl I . .. I. -I. �1i t!< -_ fir --re 1 t,hyY 1. Il, ..l, lIli•.{I,1.II!•!.,•!•u,.. llll....l.I11.. I�IIIIIIilf,.11ll!!•IIIIlIIl.,III! itll,!I. illi+ 11.IiiitilHtlll.MIN„! rlll�li,r,..,!!Ii! ,III,!!i ! :•,!1i1i�1i1ii1f11111!HIIl1IIIIIIIi11R11; �.' "; 'F t i t n� ii I ii ,I lml CII I I '+ II Iu I Il� n r II 0II ! • . \ I7 � f ; I ••A i , •• l i r • • PROJECT___-'3ABIES 'R' US _v -- PROJECT__ B.^."IES 'II' US _-_ ____-_-_____ p�I.r : T_ JECBABIES 'R' US __ BABIES 'R' US • SEIZMIC ,1 „ -- SEI ZMI I, ,: . - --- -- • FOR TOYS R US _ _ -_ FOR_ TOYS "R" US - �_ � lf�t�rl l� TOYS 're US SEIZMIC QNUJI-crTOYS 'R' US iINC. - 1 4- 5 NC. 16 3 5 Ir�c --...�-----_ _-- -------- FOR SHEET NO.__ --- OF-, ---- _._ SHEET NO. _. -- OF -- -• �It�/��r SHEET NO. _� 1 - OF___ S5 _.._-_ ihimtNC. 20 5 MATERIAL HANDLING ENGINEERING CALCULATEU BY J.J' - DA(E. 04- 30- 99 . MATERIAL HANDLING ENGINEERING CALCULATEb BY_ J.J. -__ DATE. 04- 30- 99 -._ MATERIAL HANDLING ENGINEERING J• 04-3 �• 1 99. SHEET NO. _ -.- OF TEL (909)869 0989 •• FAX: (909)869 0981 --- fEL: (909)849 0989 • FAX• (909)469 0981 l EL (909)869-0989 • FAX (909)865)-0981 CALCULATED BY-__! • • - -_ DATE .- ! MATT=RIAS HANDLING ENGINEERING J.J. 04- 30- 1999- 161 ATLANTIC STREET • POMONA • CA 91768 161 ATLANTIC'STREET • POMONA • CA 511768 r TEl_ (909)969 0989 FAX (909j 869 0981 CALCULATED BY_- DATE 161 ATLANTIC AVENUE • PONIONA • CA .11765 , _ - _ 1 ��' � __ �.....�� w-._ 161 ATLANTIC AVENUE • POMCi JA • CA 91768 TRANSVERSE ANALYSIS : BRACING :STATIONARY UNITS BASE PLATE :STATTIONARY UNITS IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND BASE PLATE WILL BE ANALYZED WITH 'THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL ANTI-TIP DEVI(,E: ANALYSIS • CONFIGURATIONS: • COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). • ON THE DIAGONAL_ MEMBER AS IT WILE GOVERN. THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACI FY OF THE BASE PLATE, SINCE NO UPLIFT OCCURS ON MOVABLE UNI IS, MINIMUM ANCINORINU iS AS -OLLOIN`._, • 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST i ) VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. • 1) ATTACH RACK TO MOVABLE BASE WITH ONE 3/8"O BOLT PER BASE PLATE -- 48 --i' 4____t16" ' ,2--•--• 16" • DIAGONALBRACI N. COMPRESSION MEMBER I Pcol = 2041 I b. B = 3.25 i n. D = 3.25 i n. t = .125 i n. ____ i _ • L di ag. _ [(L- 6)/2+(D- 2*Bcol )/21.5 b = 3 i n. bl = .125 i n. 2) USE ONE AN-VI-TIP BRACKET AND RAIL AT EACH END TRACK. ____ 4 7.1 DV_= 4 7.1 " ,,;`'"l 3) ATTACH ANTI-TIP RATS WITH 0 177"f0 x 1-7/16" MIN. EMBED. ANCHORS AT 24"C.C. _ -----, _ • Vdi ag =Vtrans * Ldi ag. / D ___ 19'' 19" ' L= 51 " P/A = Pcol/(D*B) = 193.2 psi . _ -_ , = 550# ,f.. 4) USE HILTI METAL HIT ANCHORS AS SPECIFIED ON DETAIL DRAWING 99-07488 -. - Mbase = wl '2/2 = I '2/2(fa) 144" 144' I14,.....kl/renin = [ 1 * 47.1 ] / .404 i - fig' Mbase = 1 .5 in.Ib. --1 = 116.6 --•� _ - -- ,g,1/4,...04.-.40.,:.(..,44•0;4.00,,,-.r., Sbase = 1 * t12/6 = 0.003 i n./3 / - { 1 224 • 0 2$ Fa =[12T1 '2E]/[23(kl/r)'2) I I �"'� Fbase = .75Fy * 1 .33 = 36000 psi . 1 1 -22" ,.- 34"--t • = 10973 psi . fb/Fb = Mbase/ Sbase* Fbase = 0.016 P«)11 -.- i --- fa/Fa =Vdi a / A * Fa --- D= ?0" - ( ) / g ( rea �_ _�- _._-�__ Front Vrew Side View Front View Side View = 0.17 ---1 soot Sided Sol*Sided l FERIKTER WALLS Pf,RIMETER WALL.•,? hi h --Lh I -/ - - 1? - ---- �/ ' DI AGCNAL AND HCRI NATAL BRAC.NG fa .1 Ik._-- w---..i r,,..,waur Ar ea= .288 "A2 r mi n= .404 " i F1 t= .0747 W= 1 .5 " 1 N= 1 .25 • i . 1 ' Ml;t. 19`it)_UI1L44 SII._ I`/`/`)-IIU...4.1 wlt.t_ I999-111!244 MEC 1999-00244 • ELC 1999-00551 11(.' 1999-00551 I LC 1999-00551 EL(' 1999-00551 ` IlL1 1999-0022.1 131!1' 1999-00223 BLIP 1999-00223 I3U1' 1999-00223 1'I.IVI I`1Y9-1 ------ - - - -. - 1'LIVI I',,1-1,11 1 /J - - -.�_ - ---- -- 7R05 UAR'L MOUTH 7805 DAR fMOU'TII i'I.M 1999-111)l /s `� 1'1 M It)�1vT'uul7s ' - PG 91 of lUl I' 92 of 101 7805 DARTMOUTH 7805 t)AR1 MOUTH . a a, PG 93 of 101 PG 94 of 101^ :JEcT___ s __ PROJECT BABIES 'R' UEUSIZMIC -- PROJECT . --- ._- PROJEC22 35 tZ. FOR -_- 24 -- � INC FOR __ TOYS 'R' US I FOR - TOYS 'R' US iiI _ , INC. iiiiii .• SHEET NO. OF SHEET NO. _- OF SHEET NO. 26 OF- 35 SHEET NO. - 28 OF 35 MATERIAL HANDLING ENGINEERING J.J. 04- 30- 1999 MATERIAL HANDLING ENGINEERING J.J. 04- 30- 1999 MATERIAL HANDLING ENGINEERINU' MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX (909)869-0981 CALCULATED BY - DATE - TEL: (909) 869-0989 • FAX: Q09)869-0981 CALCULATED BY ._.. DATE - _ TEL (909)864-0%9 •• FAX (909)869-0981 CALCULATED BY J.J. �- DA1 E 04- 30- 1999 TEL'. (909)869 0989 FAX: (909)869 0981 CALCULATED BY__ J.J. DATE 04- 30- 1999 161 ATLANTIC AVENUE • POMONA • CA 91768 161 ATLANTIC AVENUE • PO:AVNA • CA 91768 161 ATLANTIC AVENUE • POMONA • CA 91768 161 ATLANTIC AVENUE • POMONA • CA 91768 " ARM CHECKED: BRACKET ANALYSIS: SCOPE LOADS AND DiSTRIBIli3ON ,/I Mmax = 16,764 IN LB 6LR '97 LOC QFC-iiCN 1632 2 (A) CHECK FOR TENSION CAPACITYPROVIDE ANALYSIS OF LIGHT DUTY STORAGE RACK TO CONFORM TC)THE REGULATIONS SET BY SECTION 16: l) _ ib= MmaxBx �� lj 1 OF THE 1997 UNIFORM BUILDING CODE. THE LOZIER MULTI FUNCTION SHELVING UNIT WILL. BE ANALYZED Fp - Ap'Ca*Ip/RP(1 + 3hahr)/rp • ARM SPAN (I) _ _2 IN N. F USING THE MOST CRITICAL COMBINATION OF LOADS AND CONFIGURATIONS. LOAD = 100 LB = 14 2.07 PSI '`N\�`\ LOAD/ARM (w) = 100 L62 AP = 2.5 ' = 50 LB 2 `i/1F;" //.. Fb= 0.6Fy Ip= 1.0 ,2 19,800 PSI i Ca = 0.36 Mmax - w ' (V2) 11 1 = 50 LB ' (22 IN/2) 12 GA. tb/Fb-= 0.72 c 1 33 O.K. SX = 1.18 IN 3 811 Rp = 4.4 1'�'- • ' = 550 IN LB• I • Wp = DEAD LOAD + LIVE LOAD . -r d- 'ASSUME ONLY THE TOP CLIP IS IN TENSION OVERTURNING ANALYSIS: (PERIMETER WALL UNITS) \ DEAD LOAD = 20 LB/LEVEL mour. I LIVE LOAD= 80 LB/LEVEL I 1 TOP LOAD= .i00 LB/LEVEL. Ft = 0 6Fy ' AREA (A) FULLY LOADED41\ � ' •• = 0 6 ' 33000 PSI ' (0 951 IN ' 0 105 IN) 11 I ' _ 1,977 1 LB Mot = �FpHi I I � Wp =100 LB/LEVEL. '-� II = [16.07 LB * (27 IN +46 IN +65 IN + 84 IN + 103 IN + 122 IN + 141 IN)] '��\ I I Mallow= 1977.1 LB ' [3 438 IN - (0.951 IN/2)) , = 9,449.2 IN-LB I I ,/' I Fp= (((2.5 ' 1.0 ' 0.36)/(4 a) ' 100 LB/LEVEL)/1 4 ,�4 = 5,857 2 IN-LB > Mmax ` III / ' ' Mst= 1[(LIVE LOAD + 0 85'DEAD LOAD) ' d/2] W I I 1 . F1= (((2.5 L�1.0 V0 3G)/(4 4) ' 300 LB/1 EL)/1 4 = [100 LB/LEVEL + (0 85 10 LB/LEVEL)) 7 LEVELS (22 IN/2) (B) CHECK FOR SHEAR CAPACITY: = 8,354.5 IN LB 11) ' I V' I I • = 43.8 L8/LEVEI. it I ' ' �` li � =� SII :. III 1 I . Varm - 50 LB Puplitt= (Mot - Mst)/d F�--a - I I ; I �I , V = Fp ' NO OF LEVELS + Ft = (9.449 2 IN-LB -8354 .5 IN.LB)/22 IN I I 00' I I ' = 14.6 L.B/l_EVEL ' 4 LEVELS +43 8 LB •• Vallow = 0 4Fy ' AREA = 50 LB Fp -i>. .....� i I I I I -'' -` I = 102 2 LB = 04 ' 33000PSI ' (0951IN ' ,) 105IN) /' Fp 1 I 1 • ' ,," , = 1,318 1 LB > Varm (B) TOP SHELF LOADED -► _ . , I , �i„l �- I I I �' Pool= (Wp ' NO. OF LEVELS)/2 - 22"- " I ' 1 1 ` = • • • + 1: / d• 4 j , .. . .. . . . : - ' -.. 1r I. N . Y . • , ..1 ..,\. I . r' , .. BABIES 'R' US _ • ' PROJECT BABI ES 'R' US . SEI ZMI C1 TOYS "R" US SEI Zt�ll C PROJECT_ - - - BA31ES R US - - FOR-__.-- ` FOR TOYS "R" US - - I ;:Ect OYSS ' PROJECT_ ' '-'. _ , ' , .Y _- BABIES R US SHEET NO. ` 5 OF__-_�- -' 17 OF 35 --� INC SEIZMIC SHEET NO _ _ �- INc FOR TOYS - MATERIAL HANOI JG ENGINEERING •�• 04- 3C- 99 04- 30- 99 SHEET NO. r _ OF 16-_ cALcuLATEb 8Y- _-_ GATE _ -- MATERIAL HANDLING ENGINEERING CALCULATED BY_ DATE - MATF!3lHL H.4NDl_ING ENGINEERING J ,J 04- 30- 1999 SHEET Nu. 21 -__.__ OF TEL 1,909)869 0989 • FAX: (909)869 0981 l El: (909)869 0989 • FAX• (909)869 0981 TFL ('i091 869-0989 • FAX (909)869-0981 CALCULATED BY _ DATE MATERIAL HANDLING ENGINEERING J.J. 04- 3O- �� 161 ATL AN(IC STREE1 • POMONA • CA 91768 �� 161 ATLANTIC STREET • POMONA • CA 91768 161 ATLANTIC f,VFNUE • POMONA CA 91768 _--- TEL (909)868 J989 • FAX (909)869 0981 CALCULATED BY DATE OVERTURN!NG STA i I ONAR YUNI T� SLAG •SND SOIL :STATIONARY lI ONARY UNITS 161 ATLANTIC AVENUE • FOMONA • CA 91768 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2237.7.1 Cf THE 1994 Uniform Building THE SLAB WILL BE CHECKED FC'R PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE SCOPE: r • IF • ram ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER ARTA OF SOIL_ANC Will ACT AS A FOOTING. LOADS AND QIS1R1®UTION: PROVIDE SEISMIC ANALYSIS OF LIGHT DUTY STORAGE SHELVING TO COMFORM TO THE REGULATIONS SET BY PER'97 UBC SECTION 1632 2 • . THE 1997 UNIFORM BUILDING CODE SECTION 1632.2 0 (;Rr_ Fp= Ap•Ca•IpiRp(1 + 3hxAlr)rp ' . (• PUNCT FULLY LQADED Pmax = 1 .4 DEAD LOAD + 1 .7 LIVE LOAD /">1-"- PARAMETERS: Ap = 25 . , TOTAL SHEAR = 7.33 Ib. Pmax = 1 .4 * Pcol + 1 .7 * (Mot/d) Ip= 1.0 Mot = Vtrans * ht * ' •1 S I THE LIGHT DITTY SHELVING UNIT USE!. IPI THIS PROJECT-CONSISTS OF GONDOLAS TYPE SHELVING COMPONENTS Ca= 0.36 3,230 I b. THE STABILITY OF THE SHELVING DEPENDS ON THE MOMENT RESISTING FRAMES IN BOTH DIRECTIONS �� II Wp = LIVE LOAD + DEAD LOAD = 233 92 * 1 .15 �-.._. ___._. --1 I Fpunct = 2*sgrt(f'c) = 89.4 psi . = 24 829 i n.l b. -- - uvE Lc,Ao = too l_e/LEVEL w ApJnct = [(W+t/2)�(d+t/2)]* 2*t = 1 1 5.0 i n.72 • Dc AD LOAD 10 l.B/l EVEL W +.85wDL) * d/2 sl" �G;� _ * _ �� -� F�' - Mst �( p _ fv/Fv = Pmax/(Apunc.t Fpunct) = 0.31 ! ! _ • , 110 LB/LEVEL. _ ( 1400+.85 t 200) * 20/2 �I _ -----__--� •. p 0 Fp .. = 1 5700 i n.l b. - / h B - .' / Fp = ,Ap•Ca•IpJRp(1 + 3hx/hr) Wp FPS . Oupl i ft = 1 (Mot - Mst)/d j )# fib) SLAB TENSIQN • • ,+ =1► Asoil = Pmax/ 1 .33 * fsoil ) = 2.42 ft./2 --•, _ (1125 ' 10 ' 036)/44) 110L8/LEVEL)/1.4 ( 1 = '.6 07 Ld/l EVEI F p-� E . +, _ �; 56Ib. < CRITICAL I --- - 349 i n./2 ' ' t V = Fp ' NO OF LEVELS Fp•-♦► • END ��q� 16 07 LB/LEVEL ' 7 LEVELS . . n L = sgrt(Asol I ) 1 8.7 !n. TRIM 'r -�-// = 112 5 LB Fp •} T.QP_�HELF LQADED - � . j. L...... _t---- 6 = sgrt(w*d) + t = 8.2 i n. SHEAR = 58 I b• L FI' Pool= Wp ' NO OF LEVELS _�. •" -�c 2�rr h - (L- B)/2 = 5.2 i n. AS O• SHELVING COMPONENTS = 1'10 LB/LEVEL ' 7 LEVELS • Mot = L�top * h * 1 .15 ��.E PLATS _ ;7o LB • 58 * 120 * 1 .15 Mconc = wb72/2 = (1 .33*fsoil*b/2)/(144* 2) yy = 3.25 in. i -4 1 = UPRIGHT -21____ = 12 5.9 i n.l b. 2 = BASE BRACKET = 8060in.lb. d = ?.25in. ,: • r n = 1 *t/2/6 = 4.17 i n.73 %• 41I 3 - ANCHOR " MSt = (�/p+w Dl % * d/2 S U C � I� I 4 = LEVELIN3 LEG Fconc = 50 *sqr t(f':) _ :01 .25 psi . CONCRETE 5 = BASE FRONT NOTE. PERIMETER WALL UNITS 22"DEEP GOVERN _ ( 350+.85 * 200) * 20/2 t ' fb/Fb = Mconc/(Sconc*Fconc) = 0. 15 t = 5 in. 6= STEEL.BASF DECK '�" = 5200in.lb. 5 B= RAIL 1 i'C = 2000 psi . p 9= SHELF - 1 Mot - Mst)/d r upl i f t ( ) 0 alp 10= BASE BRACKET TRIM` = 143 I b. i.� EI fs = 1000 psf. GENERAL CONFIGURATI N USE 1 ea. 1 /2 x 3- 1 /2 MIN. EMBED. CAPACITY OF 1 /? x 3- 1 /2 MIN. EMBED. = 875 I b. PULLOUT & 1840 I b. SHEAR COMBINED STRESS' = 456 i 875 + 116 i 1 $40 = 0.59 MAIN STEEL Fy =331X)0 PSI COMBINED STRESS2 = 143 / 875 + 29 / 1840 = 0.18 ANCHOR 1/4"ox ?"MIN EBMED SLAB 5"x 2.000PSi f SOIL lsoll = 1,000 PSF _ Y 1 . ...MEM IIIIIMIAMMIIMMININIMIUMW .. . t ' • 13A31 ES R US f • SEIZMIC PROJEC.T _ 71 Fr ' ' _-- PROJECTBABI ES 'R'US -- • --- - �I` PRt).1ECT-----BABI ES 'R' US •• s PROJECT___-BABIES 'R' US -- - --- T�(.YS 'I�� US 5L!ZhlilC TOYS 'R' US TOYS 'R' US TOYS 'R.' US • INC FOR - FOR _ _-_-- -- -- FOR __ _. FOR ..__- -_--- _ _ 5 ___35 INC. 27 35 '"C 29 35 _ 23 3 INC.INc. MATERIAL HANDLING ENGINEERING SHEET NO. _ OF SHEET NO. _-_ OF_ SHEET NO. - --.._ OF _ SHEET N0. _ OF_____ J.J- 'Y - --b4` 70- 1999 MATERAL HANDLING ENGINEERING MATERIAL HANDLING ENGINEERING MATERIAL HANDLING AT (909) 869-0989 • FAX (909)• CA 981 CALCULATED 8Y__ DATE TET.. (909)f369-0989 • FAX' (909)869.0981 CALCULATED 9Y_ J'J. __ DA 1 E `14- 30- 1999 MATERIAL (909)869 0989 •• FAX' (909)869 0981 CALCULATED BY J.J. _ DATE 04- 30- 1999 TEL (909)869HAN FAX ENGINEERING 869 0981 CALCULATED BY �'�' DATE _ 04- 30- 1999 161• ATLANTIC AVENUE • POMONA • CA 91768 151 ATLANTIC AVENUE • POMONA •• CA 91768 161 Al LANTIC AVENUE • POMONA • CA 91768 161 ATLANTIC AVENUE • POMONA • CA 91768 COLUMN ANALYSIS: PARAMETERS SHELF CONNECTOR ANALYSIS Pcoi(slat) = 770 1 E3 Pcct;;eis) = F(FpNi)/d 0 CHECK FOR TENSION CAFAQITY: _ (16 07 LB ' (27 IN + 46 IN + 65 IN +84 IN + 103 IN+ 122 IN + 141 IN))/22 IN ' - SFISMIC Fp= Ap•Ca"Ip/Rp (1 + 3h r)Wp i' • - 429 5 LB - MAIN STEEL. Fy = 33,000 PSI ARM SPAN = 2? IN 3 1. - ANCHOR 1/4"0 x 2"MIN EMBED. HIL.TI WEDGE T!PE (ICAO#4627) LOAD = 100 LB }C I r T� Pcol(total) = Pcol(stat) + Pcol(seis) I SL Al 5'x 2,000 PSI • s:;� \ r = 1,199 S LB - SOIL 1000 PSF M = LOAD ' (ARM SPAN2) \ • (KUr)x = (1 2 ' 144 IN)/1 604TH � �� J = 100 I.B ' (22 IN/` 1' f = 107.7 <_.__--. GOVERNS 0.18 7' = 1,1001N-LB ti • I,= �18E,r, �� rl ` ASSUME ONLY THE TOP CLIP IN TENSION • (KUr)y = (0 8 ' 19 IN),0 884 IN 1 2 1 7/32 .. SHELF CONNECTOR DETAILS 172 •• "'� MULTI-FU��C'�'I(�N ANALYSIS QfJNFIIURATION • TENSION CAPACITY = T= 06Fy ' A = 06 ' 33000PSI ' (75IN ' 011961N) Cc = (2n^2E/Fyr0 5 C- / I = 1,776 LB I = 131 7 > (KLJr) 1.'36" -71' •� � . 4A" � �.- 17" �/ . Fa = 0 5^2Fy - [(KI_/r)Fy/1494)^2 = 11,566 8 PSI ' -- �� -- _ I 1 MOMENT CAPACITY = 1.776 LB ' 2 3125 IN • 1 TI IN) COLUMN SECTION PROPERTIES 1a= Pcol(lotel)/AREA = 2,331 IN-LB > 1,1001N-LB Q.K. - 1,199 5 PSI AREA = 0.760 IN 2 4 4 �- ___ •--� CHECK FOR SHEAR CAPACITY: Ix = 1.956 IN ly = 0.594 IN fa/Fa = 0104 < 015 3 Sx = 1.526 IN ` Sy = 0.639 IN 19" 3 _ _ Varm = LOAD/2 (� l` Fb = 0.6Fy rx = 1.604 IN ry = 0.884 IN - ___ �. = 100 LB/2 0• .6 ' 33000 PSI 19" = 50 LE, 19,800 PSI 102" 107" • Mcc .tat) _ �(Wp ' DEPTH OF SHELF/2) ' - -� ---� SHEAR CAPACITY = 0 4Fy ' A • = [2 ' (1 10 LB ' 16 IN/2)) + [3 ' (110 LB ' 19 IN/2)) + !: - (110 LB ' 22 IN/2)1 19" = U 4 ' 33000 PSI ' (0 75 IN ' 0 11961N) = 7.3151N-LB = 1,184 LB > 50 LB OK " Mcol(sefs) _ 1.FpHi , BASE 19" �RACKET ANALYSIS �` VN = 116 07 LB ' (27 IN + 46 IN + 65 IN + 841N + 103IN + 12?IN + 141IN)) h = 9.449 2 1N-LB ( _._.- �,-,- M1 I i IIcol(lotel) = 12,012 IN-LB Mcol(totel) = Mcol(stet) + Mcoi(se1S) f /� �` .y• j. = 16.764 INLE3 6 * * ib= Mcolltotal)/Sx • FRONT VIEW SIDE VIEW = 12,012 tal)/Sx 18 1N^3 = 10.986 PSI = 10,180 PSI Sx = 118IN 4 ( lb/Fb = 0 55 fb/Fb = 10.180/19.800 e COMBINED STRESS fa/Fa -, fb/F!) -: 0 104 + 0 55 =0 66 < 1 33 O K = 0.51 < 1.0 U K. ,.-....,..,,.-_ �__ ___. -----••ter. .�---_. -- __,.f --- ...- - ir.IIPIIl !t11 • . , i If this notice appears clearer 111;1n the 1 JUN U 2000 •": Ilocumeni, the (lotument is of niorginal qualify. 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I Itl u►,,..,,Itlr..tilt!!►I1i11)�lir�r11111,rr.11illlrr,••,Ilt�l,rlll IIIr.:I ., 11,,,rr,tll{rrrl•ttlllttllirtrlt ♦t :. 1 ,' i y`.`l %.i . 1 • • • • • ,l ` • • • . `. • • • J • • • '` r. r at • • • ? / • • • pe • • • • • • • BABIES 'R' US 0 PROJECT_--- r PROJECT BABIES 'R' US • " p _ , INc FOR _____TOYS R US TOYS 'R' US _ — PROJECT BABI cS R US v __ ` SHEET NO. _ 30 —_ OF_ 35 IN1C •FOR _ 32 3 S INC FOR TOYS 'R' US MATERIAL HANDLING ENGINEERING J•3,�_ 04- 30- 999 MATERIAL HANDLING ENGINEERING SHEET NO. OF _ SHEET NO. 34 _ _• OF. 35 1E (909)869-0989 • FAX (909)869-0981 CALCULATED BY. DATE J J. 04- 30- 1999 MATERIAL HANDLING ENGINEERING .) J 04- 30- 1 999 leo ATI ANTIC AVENUE • POMONA • CA 91768 TEL (909)869 0989 • FAX (909)869 0981 CALCULATED BY_ ___.T DATE _ l EL (909)869 0989 • FAX (909)1369 0981 CALCULATED BY � JATE ._ 161 ATLANTIC AVENUE • POMONA' CA 91768 161 ATI ANTIC AVENUE • POMONA • CA 91768 COLUMN ANALYSIS (22'DEEP UNIT GOVERNS) MULTI-FUNCTION SHELVING,CQLUMIN_ANALYSIS QVERTARNIN•g PcoI(total) = Pa((stat) + Pcoi(seis ) = 94'; LB PCoI= 150 LB FAY LOADEj) Y. (KU / r)min_ (1 2 ' 102 IN)/0 611 IN / y., Wp= 80 LB/LVL (LL) +20 LB/LVL(DL) (i.t 81" • • (KL/ox .- (2 1 ' 96 INW1 604 IN - 200 3 ilt= 125 7 <===== GOVERNS �1. 0 Fp Wp 2 1 7/32" - /� Fp= AreCalp/Rp(1 + 3hx/hr)wp ►" (KL/gy = (1 0 ' 19 IN)/0 884 IN Cc • (2n^2E/Fyy'0 5 = (((2.5 ' 1 0 ' 0 361/(4 4) ' 100' LB/LVL)/1 4 = 131 7 < {KL/r)rnin = 14 6 LB/LVL In 102' = 21 5 r Fa = (1271^2E)/(23(KL/r)^2)111111111111111111 1 Cc = (2r1^2E/Fy)^0 5 1.236" 714 Q MaN= Y. (Fp'h) = 131 7 > (KUr)x = 4,202 7 PSI i' 1„ = 14.6 LB' 25"+ 44" + 63" +82" ( ) fa= Pcol/AREA Tw = 3,127 IN LB r Fa = 0 522Fy - ((KUr)Fy/1494)^2 COLUMN SECTION PROPERTIES1>r 7) , = 150 LB/0 3605 INA2 IT • 9,517 PSI Mst= 2 (W ' d/2) AREA = 0.760 IN 2r 4 = 416 PSI 1 ga _ (4'(80 LB/LVL)+ 4'(20 LB/LVL)'0 85) ' 22IN/2 IH Pcol(total)/AREA Ix 1.:156 IN 4 Ix - 0.594 IN 3,740 IN LB • • 3 3 fa/Fa = 01 <015 PO- . 946 LB/0 760 IN^2 Sx = 1.526 IN Sx = 0.639 IN d = 1.245 PSI rx = 1.604 IN ry = 0.884 IN Puplih= (Mow- MOW • Mcvl = VCOI ' H = (3,127 3,740)/22 dr: • = 14 61_13 ' 102 IN I28 LB <==== NEGATIVE THEREFORE NO UPLIFT fa/Fa = 1,245/9517 - 1,489 IN LB \1 ,� = 013 < 015 ,/ / I -1 / TOUHELELQADED lbMcoUSx = Mov1= (Fp'h) - Mcol(stat ) Wp ' NO OF LEVELS ' (DEPTH OF SHELF/2) 1,489 IN1.►3/)244,3 INA3 100 LB/LEVEL ' 4 LEVELS ' (2: IN/2) 14 6 LB '(102 IN) = 6,0% PSI _, 1,4891N LB = 4,4001NLB • Fb= 06 ' Fy COLUMN. Fp '� —WP Mcol(seis )_ 1FpH •+ IF1H Mst= Y (W ' d12) 0.6' 33000 PSI A=0 36051102 :- 180 LB + (0.85 ' 20 LB)) ' 22 IN)2 = 14 6 LB ' (25 IN +44 IN + 63 IN + 82 IN) + (44 L8) ' (102 IN) ]Iill - I, ' . - 19.800 PSI Ix= .21,38 IN^3 I 0 13491N^4• = 1,067 IN•LB102' = 7612 4 IN-LB Sx= 2443 IN^3 Sy= 149 IN^3 fb/Fb =• 031 rx=0770IN (1611 IN Mcol(total) = Mcol(stat ) -I Mcol(sels ) R'= Puplifl= (Mout Mst)/d = 12.0�21N l8 = (1489- 1,067)/22 COMBINED STRESS = 19 LB t • fa/Fa+ fb/Fb= 0.1 + 0.31 =0.41 < 1.33 OK (1SE (2) 1/4" DIA. X 2" PAIN EMBED HKB II ANCHOR PER BASE • SHEAR CAPACITY= 400 LB PULLOUT CAPACITY= 265 LB / r± • MEL 1999-00244 MEC I 999-110244 M1 1 1999-O(1244 L:LC 1999-00551 ELC 1999-0(1551 d= 2-,• B7-00223 1?L(' 1999-00551 UP 199 \�` 13UP 1999-0f223 \ 7.77-7717717173 131 IP 1909-0(1223 7805 OAR'MOUTH VI Al Ivvv-uu1 PI•i‘1 I` PG 99 of 101 7805 t)AR'I MOU'I'11 7805 DARTMOUTH I'G 1111) of 10)1 PG• I(II of 1111 ! IIIIIIIIIIII (- .01 ' If This nnlicc alll+cars cicalc r thanthe JUN U 7 2000 f document, the document is of Marginal qualil�• I111L'1011!111CdOlk ' �' � ((l� ,(I !I!I ,I!� I( II !�i�l •i I(I(I(III;I(I I IIli!lii!iI111!I!Iilllilii!(I'I i(Ii�I! : ,,1Ili II! ! I ilia; i !III :IIlilii! ilil! i(ill(iii I Ilii; i� It, i f• I !! e �4, i' } INCH II MADE IN CN INA ( I n I ! I I I I i4 i7 �� If 9 • , ,t,, . ,IIII!III{(fl ,1,111,11 (II lll„,IIIIIII!!I Illlwil. l+I I , i�i t , I I I I• I, u+ 'il I .. I �� 'i -�+ ' . !I (� i.. !fl ,.,, lflll.!!I l.l,..,111.l1;t,lli�ll.11il,i,111i.IlI,J, IIlil„11.01#' ��Ilili!IEIIII,{Iflil!Ililili !!!1!11!1""Itll�f'!!! ! ' ' "'lli'I""III'll""I�IIIIIii11',II""""'!""I' ' (, III„tI,,,I�i1111;11,L • (.. (1111111 Ililiiii,ll i;,,, ,,,, ,' .':I „ n, , • • I , • ) t - • I • R r ,7 .. • ,, 1 i+ it • m�" / / V • v f - �� W ` I .. f • • • • • • •• BABIES 'R' US '� _ PROJECT___ — BABIES 'R' US _ " ` ' ' BABI ES R US TOYS 'R' US PROJECT TOYS 'R' US - PROJECT.___-_ INC FOR -- 31 — - -- 3 5 INc FOR __ — .----- 35 ---- --...� TOYS 'R' US ---- • — FOR ._ ___. SHEET NO. __— OF MATERIAL HANDLING ENGINEERING SHEET NO. -_ 33 OF 35 its ; SHEET NO. __ 35 OF _ 35 TEL (909)869-0989 • FA).. (909)869-0981 CALCULATED BY J.J. DATA 04- 30- 1999 MATERIAL HANDLING ENGINEERING _ 04— 30— 1999 MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX (909)869-0981 CALCULATED BY_.J.J. DATE _ TEL' (909)869 0989 • FAX (909)869-0961 CALCULATED BY J.J. �� DATE 04- 30- 1999 161 ATLANTIC AVENUE • PC+MONA • CA 91768 r 161 ATLANTIC AVENUE • POMONA • CA 91768 161 ATI ANTIC AVENUE • POMONA • CA 91768 COLUMN ANALYST; (CONT) MULTI—F. .UNCTION SING CONNECTION ANALYSE • • SLAB AND SOIL = Mcol(total)/Sx - ;�COP� = 12.012 IN-1..t3/1 526 INA3 Mconn = Vcol ' H a THE SLAB WILL BE CHECKED FOR PUNCTURE IF NO PUNCTURE OCCURS. THE SLAB WILL BE ASSUMED TO • 0.187 = 44 LB ' 102 IN 7,872 PSI --- DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND THUS ACT AS A FOOTING • = 4.4881N-LB I 75 2 17/32" 875 Fb= 0 6Fy SHEAR CAPACITY OF TAB44 'UNCTURE. Pmax= Pcol + (Mot/d) = 0 6 ' 33000 PSI = 600 LB + (7612 IN-LB/221N) = 19,800 PSI Palbw= 0 4Fy ' AREA I = 04 ' 33000 PSI ' (0 75 IN ' 0105 IN) O ..-••"'-*--)\(**-'..---...--- CT = 946 LB lb/Fb = 7.872/19,800 1.236"• = 1,039 5 LB = 0 40 Fpunct= 2 ' (t'c)^ 5 COLUMN SECTION PROPERTIES 0 3 1/2, = 8944 rel -- z1111111111111111111\----It.Malbw = Pelbw ' dlst 1 33 AREA = 0.'760 IN 2 COMBINED STRESS: 4 q Ix = 1.956 IN Ix = 0.594 IN _ ((1039.5 LB ' 4 IN)4 (1039 5Q) ' 2) ' 1 33 I Pi Apunct= ((w+tQ)+(d+V2)j'2't = 6,912.61N-LB > 4,4881N LB OK --.....L • Sx = 1.526 IN 3 S; = 0.639 IN 3 = 74 4 IN^2 • fa/Fa + fb/Fb = 0.13 + 0.40 =0.53 < 1.33 OK y 0.884 IN / I rx i.604 IN r = PI fa/Fa = Pmax/(Apunct x Fpunct } MULTI—FUNCTION SHELVING BEAM ANALYSIS: : 0.14 < 1 0 OK / L I OVERTURNING ANALYSIS Mbearn(sels) = 4.488 IN-LB SI AB TENSION: W Mbeamistat) = w1^2/P ;zE Mot(sers) _ IFpH @ATLAIE = 146LB ' (25IN +44IN+ 63IN +821N) + 144LB) ' (10?. IN) . _ w = 150LB/96IN Asoil= Pmax ' 102/(1.33 ' tsoil) Beit= 3.8 IN 2 1/2" = 7,612 IN-LB = 73 1N^2 Deft= 1 5IN = 1 56 LB/IN _ 13/16" al • L = (Asoil)^0.5L19@_Al�lj211. • Mst= (LIVE LOAD + 0 8�7EAD LOAD) ' NO OF LEVELS ' (DEP fH OF SHELF____ ".,„, Mbeam(steq = (1 56 LB/IN ' (96 IN)^21/8 _-=.11:3--; ir- = 8 5 IN 1= 5 IN = 180 LB/LEVEL ♦ (0 85 ' 20 LB/LEVEL)] '4 LEVELS +300 LB' (22 INQ) i :: 1,7971N LB 7/8" f C= 2000 PSI 7,568 IN LB II - -\ —4. B = (Belt ' Dett)^0 5 + I tso!1= 1000 PSF ammaa. Mbeam(total) - Mbeam(stat) + M!eam(seis) I = 6 4 IN PupIN►= (Mot Ms1)/DEPTH OF BASE = 6.285 IN LB I 3 112" = (7,612 IN-LB -7568 IN-LB)/22 IN I = 2 LB 1,1 co I. (L - B)/2 MON- _�� tb = Mbeam(total)/Sx I .� = 1 05 IN 1.67 = 6.285 IN-LB/0 581 INA3 I (ISE (2) 114`0 ANCHOR WITH 2"MIN EMBEDMENT FOR EACH BASE PLATE = 10.818 PSI l_ --� _ Mconc== w1^2/2=(1 33'fsell'I^2)/(144'2) Fconc= 50'0'0\05 _+ —J = 5 09 IN-LB = 145 3 PSI ANCHOR CAPACITY PULLOUT CAPACITY = 265 LB Fb = 0 6Fy Sx . 894 IN^:+ SHEAR CAPACITY =400 LB = 19,800 PSI Sconc= 1't^2/6 fb/Fb= Mconc/(Sconc'Fconc) 4.167 IN 001 COMBINED STRESS: fb/Fb = 0.55 < 1.33 OK • fa/Fa+ tb/Fb= 2/530+ 59/80) 0.08 < 1.0 OK ^ ?2"-4 • -------...--......,-...--...----,..—.........-.J rr`.•. a • Ill Iris r OtiCe :•I►rc';Ir s clearer IL:►r. the JUN 0 1 2000 document, the document is of marginal qu;rlity. Ilill'1'()IIlllll'11 „ IIII 1 i' • 11111 I11p1 1r1111111 i 111111$1!111[' 11l161IIII;1=11! i�i�llijlllil'IllI�t h !ON lil) ,hili; II i �li :jPr'i ;1� I1 i1 I I IIS . I 'ilii Illiill Ilc ; ') !li ,,,� ( iii I ij I I 1!I ill{I i li 1 I X 1 ,4j 1 �r'i" �`� . 111111111+111, I1I1.11;1,1!I 11,,,.III!!IIIIIII! II!!i!!Illill!I II !i?!!! I!!!�!!I1111!!�!Itlhi!!il ii!i�1 fi!�! Ili+!? :+; ! +'�, it �;;• • + , . I. ill+ r 111 t 1 !� . 3a I �, ► ( I �Ilft! I !I I' I ii w 1 u I, Ilt► Illili ( �( f ! t!1 ri (�I'I iii!Il' l=ll'I ' ! ;It • i !Il i..,lft...I1tlNlnilii llt,,,l, 111,;I.,,1lrl,tll„�itiufft !;;,'ail!„•, , IIIII, �.,,, 111, ! !,) 1 1$S, , II I !,I lll!!I;;;;!!t . • • ''.'. S' ~ . . .• ii j ... Lab*, tsYw • • • • • 1 •o < 1 TYP / �" --- O i /-- --- 7/16"0 STUD 10 ''''.\ t\� TYPE'A'BEAM WELD /-";--- - •" �j � � © 3 0 NOTE:ALL WELD=1/8" 1 HK I, j 0 / -t• t 10 el, ,i 1/8 V 1 1 1 �`. 4 ---- t >,, .. ,- v - 1 - : ' 2" 3/4" /le 0 . ,- .--- ti .,.., ,, , ,,r ..- ' 1 5 U 3'' AF f'HCi' igi 1/4"-<1. 4"�T Y P a,i i Jam\ U tV ® :fes'` r-1 /. \ 00 ., .1I 0 ri) 1 1 \ Lo-,, 1 • ll r ' 15/8" , 7 GA • d 3" APPHOX ® • 4 q0 ,, 0) . I. 1. 6B 4" CONNECTOR �- -- 10G) - N_ 11-A TYPICAL BRACING TO COLUMN CONNECTION 58 BEAM GENERAL CONFIGURATIOAN V-B' TYPICAL BEAM TO COLUMN CONNECTION NOTES: 1 STORAGE RACK DESIGNED PER SECTION 1630 2.1 OF THE 1997 U B C iii ___ 96 ft 20"t ' gs" f ' r0 48" 6u" 2. STORAGE CAPACITY. SEE ELEVATION TYPE'A'BEAM WELD 3 ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 ' — ---- -- - _--__—___—__—� '. f �— _ —1.0005 �_ y } - 4 ALL BOLTS A307 (UNLESS NOTED) 5 ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL _-- �— (CBO 14627 3u•, 01.- r. 39" 6 PULLOUT CAPACITY IS THAT WITHOUT INSPECTION. e �� 51"Ili 51,• SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS --- , 1.000!1 _ �� 7 CONCRETE 5' THi(;K x 2000 P.al 1" 1" il8 SOIL BEARING PRLSSURE 1000 PSI=" , 4 I �` --4,-- 120" 39" -'4' 120" 39" > 1.- $(6,\ .? - �'}- I 1 3501 1 N • 3 3/64 1 ° i , , I 0 r II l r- 51" 51" 1 a 6A 5A ++ 1 Ie �.I 39" 39" I + 1 Via„ o i uA +l -- ._ 1rJQ1' . I LOW, \ I j _L- 1 • • IC) Front View 3 } Side View 9 Frori View 3 Side View q" 6A 6" CONNECTOR SEE DRAWING No 98-00208 FOR MOVABLE UNITS D 4 101\° .:, - - --- - - 5A BEAM "TYPICAL- _ "TYPICAL STORAGE RACK ELEVATIONS /\1)..).:. .k- 3 1/2"----- Ire« ,1 5/8" TYP I MIN. EMBDMNT __ I f----1::: SHIlki ami II• /, 1/2' 1 REQ'•O PER BASE PLA rE 3., ._ 0 COLUMN i 1 1/2" 1' - - — — 15/8" I //14 ! O �1 I 1GA I i -- -— -- - . 3 1114" 9/16"0 I I �„� 1/2"0 ANCHOR REO P•0;4 , --� - MIC BASE PLATE I 1 ?'a' `;� - 4►•'•.+ ' C �°1 HANDLINGt ..... aov PAAT><RIAI� TYP.��N —�, ' S/8 �� GA � SEtZMIC '• t/8�3/4 « CONCRETE .1�I " •'� ENGINEERING --•-1- 1/8 TRK. 1 y _ 3 1/4"— e t' . .. . ./°#., EST 1985 161 reot Pomona, CA 0tic It 168 : 3 1/2 MIN EMB • ` =22- .0 Tel. (909)869-09b.^ rax (909) `.,69-0981 sqFC. CALIFORNIA sc ALE DRAwN erNONE Y Y. FCONTRACTORS LICENSE DATE APPROVED BY EXP JATE 1211-99 I NO 665374 5/3/99 SAL E FATEEN ---- UESCRIPTIVN __ SOIL — STORAGEPACK DETAILS (INTERLAKE TYPE) 2 BASE PLATE ADDRESS DRAWING NI NKR COLUMN 3 ANCHOR ICBO #4627 1 HORIZONTAL & DIAGONAL BRACING TIGARD, OR 1 ' 1999-00244 -- la. I� II(' 1999-00551 I'Ll tl -!1T1 7505 DARTMOUTH PG I of WI If this notice appears clearer thaii the JUN 02 2000 document, the document is of marginal quality- 1111('1't1111111M T(1(?If( I '�!III{ i1ljljl1i I I i lII+I �' i I !�! ; ! I!I + 1 INCH II:IADEINCHIMA { (21 ' I • I I I ,III ,IIIIIiiI{II I I { IIIII ;I{Ilil1111 ;11111! ! (SII (liiiijl ii�i ,l� { { , I IIIjI{Ill1ill1l I 1111111III i I�III� �Ijlll' a I I I i i i I I n I' i + Hill I I. I... I. I ' . 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J. ...., . .. ... .', �� s,' {l`��' Y �n 4,14S:JJ;ixid'ih:P Zixi.,.. ..4•-:iww• •YGl• IIIIMMIls.11•111SINIIrmonar,Imam........ 9 + - CQRNEI3S.AFi- --- � __.. __ 7----- 3'X 1l$"1�11T11 3°X3" WITl�: WHEE>�CH9J5�lEL co T — ELSABE Al".lIP A@QYE —_--.- ___-- -- A1°LlPXllfl"ABQyE SURFACE Rf31A4IE THE CARRgIAGE SURFACE _ _.. _ - - _ - ✓11111/I11I1I11I11///�� -- 1(YIiEEL CHANNELO 2" I it.... .- -- - _ / \ 1 • (' ' ,/11 1 L-- -------- m%� - - / - I 7,v--- 1 7/8 t-` • 'it) -- 1 7/8" —4 �- - --- ��MII __ jr `� --- ------------------______—____c',:. - - -- t.IUL HAILS O I 1 3 - '_ _ _- SIDE HAILS SIDE BAILS 3 g 1W • - — - - - ��•_� ''�� _- I I''• `�- �_ WdEELCHANl L� �-1l�cr.'�'!, I,� re y� .r.�.�. .1. INIISIL\i‘i • • TRALK 0 Cr TRACK O TRACK 0 ANTI-TIP ARM 1 VIEW "A" --- VIEW "B" r — --- — VIEW "C" 204 3/8"- i AllAC /NAD TEK SCREWS - H w -- - r --ir- MIN EMBDMNT Fla ii141:11 -A 5 " r i 1/ 4 s j 6063-16 ALUMINUM ANCHOR TO TRACK EVERY_24"_ON ITER 39" 120" ` 4 H ---- —------ ----- ------ '� WEEL CHANNEL HIT ANCHOR •METAL ATTACH W/_NQ__8_TEK SCREWS — — — 5 ° 2" NOTES: 39" 1 STORAGE CAPACITY 1,0001 PER LEVEL 1/8" j 2 CONCRETE 5" THICK x 2000 PSI 02„ 3 SOIL BEARING PRESSURE 1000 PSF ?`- -- -" / 4 ASTM A572 FOR SHAPE F 36,000 _ • i - 5 ALL BOLTS A307 (UNLESS NOTED) PSI GRADE 36 " a---- _/ 6 HILT! METAL HIT ANCHOR OR APPROVED EQUAL Front View Side View 8" 1/4" DIA. x 2" EMBEDMENT FOR TRACK T TYPICAL STORAGE RACK ELEVATION -- - - --_-_ __ - 6063-T6 ALUMINUM -__ __--- TION SEE DRAWING No 99-0748A FOR RACK DETAILS 4 3 SIDE RAILS C-10953LUE , 1 TEMPERED � ,; SPRING STEEL , lr- t.♦_ ,Itl III \L. 5/8"I • CQRNERSARE. WHEEL7 -- 4 7/8" ,� iaX�"x t/el"wIT�{ CHANNEL A1_i'P ABOVE ,� 6063 T6 ALUMINUM ' T CARRRIAGE ' SURFACE ,'�/ s. ► -� 2 ANTI-TIP TRACK SIDE RAIL 3 I________--- _ �p PR or �' 7E:11.>"---,1 � �•. �••. L SEIZMIC y� L.aMATERIAL HANDLING C-Z 095 GLUE • -: i�-- TRACKED / IEMPEREI? �, �• C:;�-. ENGINEERING 161 Atlantic Street Ili: SPRING STEEL EST ,9s Pomona,CA 91766 • :18" •�\ -'*' - ` • �N �, Tel. (909)869(1989 • Fex (909)869-0981 ,✓ �I11 111 I4 01, �� I111p , IIII ! �� CALIFORNIA SCALE DRAWN BY "K'' �� 3". "_�II..X.-Il II 5/8" E. F A�� , �` — CONTRACTORSNUNE V Y 60 `� A 1"Lie ABOVE • -- LICENSE DATE APPROVED BY • THE GARRRIAGE f EXP GATE 12-31.99 L NO 665374 5i3/99 SALE FATEEN \ ` SURFACE 3 1/2" ,� DESCRIPTION 6063:� — MOVABLE BASE DETAILS (MOBILE MEDIA TYPE) `) GENERAL CONFIGURATION -- ADDRESS - BABIES 'R' US DRAWING,NUMBER • �� I�Trnrrra 1 RUNNING TRACK f7 >• TIGARD• OR 99-0748B f;LL 1999-00551 (3111' I999-00223 I'I,MVI I9W-UDI /J 78(15 DARTMOUTH PG 2 of 101 If this notice appears clearer than the Y UN 0 2 2000 _ • inicrolilined -1. ' d. current, (he document is of marginal yualiI . � i i lilll ' I � IIIIIIISI !ItI S1 „ , 111i i;j► Illj ;II{i{1li lli lilliiiiiiillipl{ { , iiillil (!1i111 1 !I --INCH II 1 - 07 a ! —! ! i ! I 13 I I1IIxiI111. iIII! ! iI11!11 !iI!ili !11li !,,,1i"1"1 " ii. 'III!II,fIIi!IIIIIII .IIii ! ! lli!!Ittill"IIIII!!lIIiiii1ili!ii:.;.111;;'!!:!!::11!!!!!Wlill!IIir!!11� 11t11tlt 11 .{ IIIIII !111(IIIillli ( !( !I I- tf 7 �{ 1 z3-" �* 1irfl 1 i I HI '. it it ,11 • liI'I • II IIII • I • • I I SII dil• l - 1 I Jo rli I'll .-. I CQNNECTOBS&1H"SECTIO.N 0 O TOP RAIL.-2Q CIA. ARE.SPOT WELDED.TO SHELF CENTER RAIZ -24 GA �+ `I ^ 'IIS BOTIQM.AAIL�22-GA. / \�5 1 \�p J pP , 1(D. . 1 , 0 ,�a .• 0) :=• %'' ENL y,__ / TRIM --.- •,,,, -- .k ik.„4:::- ,,1 , , . ,. . , , ..4•64 . -- . I: i ,, O •� 0 I , , -N, 11. ,,,,,..0"7.11;:.:- . n Ill' ill cjt,�6" ---:*-- 9 SHELF (22 GA„."-<;:/ ._._.2.____ .) ' ,., ,,, ,iih, 40 1O% T 1 /i8•, .. , II' I (1)-- . s I ' ® . 4 8 RAIL _ III 14. c3.4.- ;\144 :111) S. 0 BASE BRACKET TRIM (22 GA_) _ y — _ ------- _ . GENERAL CONFIGURATION ,11e. - -- - — ---- -- - ---- _ ,VIII Nki „ 91 6\ 2 �` NTF.S: lb 1 SHELVING DESIGNED PER SECfIDN 1632 2 OF THE 1997 UBC11 2 STORAGE CAPACITY. 100AI PER BEVEL I _` --_____ — ��_- 3 ASTM A570 FOR SHAPE Fy 33,000 PSI GRADE 33 ' 7 rT- 4 ALL BOLTS A307 (UNLESS NOTED) Nitsi 7 SHELF CONNECTOR (11 GA.) 5 ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL • it f � ICBG/4827 I,I 11 ,� NOTES_ 6 PULL. OUT IS THAT OF WITHOUT INSPECTION 1(e SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS i 0 NUMBER OE HAL SECTIONS 7 CONCRETE 5" THICK a 2000 PSI I� VAR EEENDING D1�1 DEPTH SFE DRAWING NO. 99-0748E FOR ELEVATIONS 8 SOIL BEARING PRESSURE 1000 PSF 11 I I ENS ' �'� I TRIM % I T , 6 •Os • -c4X 1 '` • • i 1 r r , 7 STEEL BASE DECK (22 GA.) TYPICAL LIGHT DUTY STORAGE FIXTURE ELEVATIONS ZI) _.--K, ,�, �� ,Sia ,10111 H' /1fi"_IHK. t ' : �Si�, 91,E ` Mie y1fi">aHOLES • 1 / i;rJ I . , r \ 1 • I�� \ 4 ANCHOR PLATE (12 GA.) PR 4 N - .�.----• S PLU0" 4. s SEIZMIC1 11111 • S�r6, �� NoIN 9 /� * r SEIZMIC - MATERIAL HANDLING '1. LEVELIL1Ci LEG _ 11 GA. Q� 4 •, ENGINEERING , • • • 1 • `-A / 181 Atlantic Stoat 1761 3/11.7. Iii J�.>�LTiih. 6 3/e" 4 2" c FST 19x5 MIN EMBDMNT _ / ^ry pOlppl+t+,;,A 91768 • 1 1 GA s , irk. , Tel *;r0S;o°9-0989 • Fax (909)869-0981 ,'I I Ag ,��a��i �( �`J� CALIFORNIA SCALE uanwN eY l F '. fA� NONE Y Y ' 4 I like/ COtITRACTORS H II' ,/ 1/4^ — LICENSE DATE APPROVED BYE BASE GUNNEL - - EXP DATE 12 3199 3- 5/3/99 ALE FATEEN ^ ZAEQQ.PF..EiALYCHQRIL1lG_PLAIE _ 1 NO.665,i4 j S ''�'. -- PLATE SEEDWG. 98-0)220E.E.l1H ["►ESCflIPT10N �`' SHELVING DETAILS (LOZIER TYPE) 1 • �a� QRirv� r�nNs�-j _— –.-----___..----.-...---_. . _ _---------_ . -------_-._ ADDRE69 BABIES 'R' US DRAWING NUMEIFFI • 1 UPRIGHT -- — —_ -2 , BASE BRACKET ---^ _-- ;3 / ANCHOR ICE�O #4627 5 BASE FRONT (20 GA.) TIGARD, OR lk, Al99-0748011 11U144 I I1.0 I999-00551 l'1,1111i1/4--Vi 0P123 I ;II 7805 DA RIM(H1111 PC1 1 (if 101 • 1 nnn • iIf this !mike appear' leaver that the JUN 02 2000 ° 1 document, the (Icine• of marginal quality. micro' 11 1, �I�(( jil1!!I; !� Ijl{1 Illllll�l;jll ! lljtlj ljlil!III�ih , . , I ! i} jjIli jl Iii! iiiiiji(i,l i IIiI;lIl Iii11j :I!IIfIIIjIli IillItljlill! 2 ' il ,, ilIi;I ; ', , . , ( II INaiI1w 1NCHI IFT_e_., . I WI , 11 !iiF 1I lsIi —� ( jfIi _ l ' { fi" lItr '' X:,�, 1- !!lill11!!III !11 ,, 1filII (I ! ! ititi„ lII/i „ l; ,,. I!Bi.i//{ iIlInlIi!iiIiii,10;IIlwhil:HiIl}Ilt illIliilli}}1'imiI }thiol11 , uti ► ItI:II'III.••I w!,,,in rh!, !.,,il , It,lit .,..lII„ i:III „illlll; llt I • I • ,t' I,I • , • 11, II • P ATTACH Y+//2 83Q-24 A 1!2'' 7.172*,._ , I i I w --t-4 BOOT) frt518,, 5 /�I 5118" -- `� • \1 11/15" II (9) I I , -----1 875 III Ai ) le __;r. 0000 45°TYP. a1' .4V( LI I I /' ti � if 1" ( 5/16' t <r". 31 / i 3/8" ' _______/,tf r 1a - . �% ie 1 2:>14 1 q i1 01 t : ._ _ 3/16" I ► "1 1/4" 1 1/2" / I ti III .a� �--X3/18 // 1.5 IIIA „Al, '---7( 'f ' .7 III \ ��,.� � L o \.,' ' ® . 3/18" 3/8" . . \✓ —_-J1 \'' 1I I Isfr--)�� 0 - 7/8" Q + . r_ ttpptt Yn''urine;ISJR10 \ fiTQL)TYSTO�AGEFIxTL)RE ,,_ �" 1.1 %�� ' i AILS ANL)COMPONENT& i fr AM WIRE WELD i,' N., 10` BOTH ENDS TYP 9 SEE DRAWING NC 99-0748E FOR ELEVATIONS NE 9 DECK CONNECTOR COLUMN TO BASE SHELF ATTACHMENT 5B FRONT BEAM (12 GA.) 6B� CONNECTOR GENERAL CONFIGURATION I —_ - -- --- ► 1 ---- - . A — — ______-_---- ry i /l'ilt 1 N ' /7- 42 Q :?!. T42 7'7�s �R• 11,E _ ;f- )1�-- 75 7, }K < .;f5 1 875 ----,� .875 �•, .- - 1 ,- � �` j 11 �3 �\ / l/2"v MQLES 131, \ \ ' , , 1 0. o , .,• li 42 125 ` (,. a2 1 25 r 8 ANCHOR PLATE (12 GA.), 7( — - --- ---- - 125 t � T?•. ? , I .75U1. a t 6" 1.125 � 6" �` / 1.125 2" 1 r 1/ 44:-.—iN 1 ��1- MIN EMBDMNT 23 WIRE WELD -.L, *._ abet' WIRE WELD / + TYP. ENDS ` WIRE WELD 1 --- . I TO BOTH ENDS , TYP V N BOTHENDS \ _ 1/4" II IN. TYP TYP / V • fa ANCHOR REO'D BEAANCLICaRLATE SEE DWG. 97 0363E FDELANCHORING LO ATIONS C.) • `A BACK BEAM (16 CSA.) 6A CONNECTOR1.5A FRONT BEAM (16 GA.) 6A CONNECTOR 5B FRONT BEAM (12 GA.) BjCONNECTOR r7 AN . • . / \ NOTES; � 3�, ?,��'' , t. , �YF-' 1 SHELVING DESIGNED PER SECTION 1632 2 OF THE 1997 UBC ' a '► 1/8" 1 5/8" 2 STORAGE CAPACITY 80rr PER SHELF / ! 300# FOR TOP LEVEL • t .76- /// 4- 3\,6 - N•1 3 ASTM A570 FOR SHAPE Fy mt 33,000 PSI GRADE 33 VI . ` � ` 4 ALL BOLTS A307 (UNLESS NOTED) 0 .� 2412 5 ANCHORS HILTI KWiK BOLT II OR APPROVED EQUAL •5 ICBG/4627 TMP '�� \ Jho` \ � � < � 6 CONCRETE 5"THICK x 2000 PSI ®er IB \ I ` \ • ` y1�,I I %%% ! 7 SOIL BEARING PRESSURE 1000 FSF 14 ` alLe,, . �'� .:.�1 I 4' '�q` b PRpFfSs .;� SEIZMIC 14 ga \ . I i . . s .�� , NO NFF i� �k MATERIAL HANt7LING 6" I � .... 1 . � •�< � �. 9 ti SEIZMAC -- V \ f ' � ' I `" 162' ENGINEERING TYF' `�� I . �` Y� �� 161 Atlantic Strati ` . I I Y1 � ( 1 1 EST 1995 Pomona, CA 91788 . it4t ; \ 1 I :� / , ,'Z`�1` ` + t J� /► 41;4/ Tei. (909)869-0989 • Fax (909)869-0981 ci ,,,,X / I ' ` I / ' w E CALIFORNIA SCALE DRAWN BY 4f* l - CONTRACTORS NONE Y.Y '� / / —__ ______.___ LICENSE DATE APPROVED ev o / 1/8"V� / x`\TYP �0 EXF GATE 12�I w� _]- NO 665374 5/3)Qg SALE FATEEN ` DESCRIPTION .� ,a' MULTI-FUNCTION DETAILS (LOZIER TYPE) (IQ_LOZIER.I PHIGHT) (TO MULT1-FUNCTION UPRIGHT) ADDRESS _ _ DRAWING NUMBER �--_____.._.___...----_-__.� � V._-__._ .-.___-- _.____-- , BABIES R US 1 COLUMN (14 GA.) ik 2 4 SUPPORT 3 BEAM 4 CONNECTOR 3 BEAM 4A� CONNECTOR TIGP.AD, OR 99-0748D I,1.(' 1949-110551 1311P 1999-00223 I'LIVI I V'9-UU I/3 7805 DARTMOUTH PCi 4 of IIII If this notice appears clearei tll:ul Illy JUN 02 ?0J0 ' ' document, the document is of marginal tluaiit . 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I ' - PERIMETER WALLS 48" 1 t- i 16" f - i 16' 1 F ________ 4 19' 1 j, . 144" 19" IY{-' 1'1" 1Y1' 22" 1 34" ' -w---�— --- — Front View Side View Side View Single Sided Single Sided • - DENOTES ANCH_R LQCATJQN EOR SINGLE SIDED UNITS. ANC.HORAI EVERY QTHEBBAY. FRONT ANL BACK. lF_llNITS ARE ATTACHED IQ WALL. ANCHOR THE FRONT ONLY. (2)..ANCHORS.PEFi 'ASEPLATE - ---- - __ sr TYPICAL LIGHT DUTY STORAGE FIXTURE ELEVATIONS _ �� • • 22" 22" ar It t . 96" } 4N" ,t 48" 34" 34" .` Q,.-- . • • I1111 ." _ _ r--------.1 • lis .. 1 • 102" - -- �_� -- 102" 32" T Y P inDIVIDE - ]I _z .ti y---.....-._.L.-__-_--.Eel ALLY , _= --- _ _ �_ - IN 11 . --__—MI -t_.I = ):`�� PRpFF SEIZMIC • �1vV\ l. "7.� -�'SEI��IflIC MATERIAL HANDLING « « * « « ENGINEERING ,,, Front View Side View Front View Side View Side View �/'� 161 Atlantic Str set ,�` EST 9985 Pomona, CA 91768 Double Sided Double Sided Double Sided Tel. (909)869-0989 • Fax (909)889-0981 L -DENOTES.ANCHOR LOCATION FOR DOUBLE SIDED UNITS. s�• 01.A9�r — -•--- _ �1 cc' �� E. f A�� CALIFORNIA SCALE DRAWN BY /ANCHORAT_EVERY 3RD BAYFRONT AND HAGK__14_ANCHQH_PERBASEP-LNIE CONTRACTORS NONE _ Y '1 FQR�GLE SIDID UNITS. LICENSE DAIS APPROVED B' ANCHORALEYERY OIdER_BAY,FFiONT AND BACK._IEUNITSARE ATTACHEDIO.WALL, EXP DATE 1231 99 _ NO 665374 3/3/99 _ SAL E FATEEN • ANCHQaTIIE_EBON ONLY. (2)AHCHORS P fl BASE PLATE DESCRIPTIO" a SHELVING ELEVATIONS • ADDRESS DRAWING NUMBER • r 1 - _ - --— -- — ___ -- _ -- ---- - BABIES 'R' US MULTI-FUNCTION STORAGE FIXTURE ELEVATIONS TIGARD, OR 99-0748E ''- 1244 ,.r T(' 1999-005.51 11(11' 1999-00223 I'LM 1999-001/i • • 7805 DART-M0(1111 PG 5 of MI • If this notice appears clearer than the2000 JUN 0 2 • document, the document is of marginal (lualit). Illlt'F(111I111C(I ' II11111I1I1 'II HIIIIIII i 1111111111W I I(IIIIi111111l1 1IiIlI, . 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F4 / • • • . +: r , 1 . . , . . • •• • U1. � i ' (1 �„� � . 1/8" i>1t 1//4" TYP g) f I \ I{ lot , 7/16"0 STUD Ib " O TYPE'A'BEAM WELD /gi (-5) 0 / / „„)s..........” NO1 F- Al L WE l D-1/A" T 11K _ —_ ''011 ,,, - 4 __ 1 \ „,--Tris;D t�-<TYP I \-,- 114k , J ___, .,,-- .... • 4" . , T 3/4" 1' •.. ;\'' il - -----TO /1 2" , 0 f 2 5/16" I � 1 Ai 5 0 i AO lit t/0 �1 1/4 4.. — I \ I ".L I \ I0 1f )04 i/,'°'CD 58 6B ; 4) .I -..A- ,. U UU • 0 1111' 1 5i8. , 7 GA-- 3" APPFiOX ® \\� I 0 --- l''' ''-', 0 68 4 CONNECTOR00 • � - � TYPICAL BRACING TO COLUMN CONNECTION PP 1 5B BEAM GENERAL CONFIGURATION _.__—. -B __ ____ —_ - — TYPICAL BEAM TO COLUMN CONNECTION — -- NQIE& • 1 STORAGE RACK DESIGNED PER SECTION 1630 2 1 OF THE 1997 U B C { 40 48"A 60' .11r 'E k BEAM WELD 2 STORAGE CAPACITY SEE ELEVATION 9F ' (1" I IF r 3 ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 4 ALL BOLTS A307 (UNLESS NOTED) —__—_ --1 5 ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL 1 _._- ICBG 04627 6A .. 0 r i 3`I 39" 6 PULLOUT CAPACITY IS THAT WITHOUT INSPECTION 00 3sOr _ 51" SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS .P44�__.___ 7 CONCRETE 5 THICK x 2000 PSI . 8 , A SOIL HEARING PRFSSIJRF '000 PSF 1.. ,, 1,, 1 i 9 3/4" I —.._ I I —___ --- --�� -..._ -- t -; 5 3/64" (-) ' i — ��A A — -- — 5 t ——_ _ _ _ ` 1 0 !� °;, 6 \ 39" 5A Q 39'. / I ! I 3500 1.0001 - L _t ", , 6A — - Front View 3 Side View 9 Front View 3 Side View y,. I 6A 6" CONNECTOR ,1 SEE DRAWIIIG No 9H 0020B FOR MOVABLE UNITS 1,111P (\ ik7(41 ' rAixi V - — —_ - 5A BEAM TYPICAL STORAGE RACK ELEVATIONS �p �, 1_ GP i--- - --<TYP I . MIN. EMRDMNT (,:�-0 F'�51/04.. • a 'ptp•j7�' ,` I »jJ « G1NE�� t vo �� PP \-1-re t s/6 __ Z I � �' - 1 ' I c; ti� � 0 2 r 11A , ' - 01 \O � `� G,4: �� v '• 12303Go�d`�\ `r�.� ��' �� I4� ;' 1/2" 1 RECl'D PER BASE PLATE f� ��y Np.., o�1o�'• � �M' o �11 0ry P $oS _�'O COLLIMN •�. 7:1 pC r • `i 1 5/8" I (DI I 1 1 — _ --.. _ I`— t4t3A— � 31/4" I I 1 I 3 �QE[l ►' f -ROFfs SEIZMIC 8/16.n8/16.n1/2"0 ANCHOR . 0 .-_i.- BASE PLATE O-.. I 1 I/4•' ( p 1 N s>n TYP.> 5/8" .'� 14 GA c.' <`e162439 ZEMIC MATERIAL HANDLING Ire 23/4 ' T CONCRETE r T ENGINEERING 5/ t -- ,f 1/8"TItK. _ 1 I:ST 1985 161 Atlantic Street 4 • • 3 1/4" - ' °• • ' 4 ! 3 1/2" MIN EMB •x • oecOREGON Pomona, CA 91711!} TN.(909)889-0989 • Fax (909)869-0981 • • e r4• 01� E� CALIFORNIA VALE DnnWN 9r • , . • ` E F A CONTRACTORS NONE Y Y LICENSE PATE AP'ROVED BY EXP DATE 12-31.99 NO 665374 5/3/99 SALE FATEEN -- — SOIL — r,1 3cPIPT1,N STORAGE RACK DETAILS (INTERLAKE TYPE) • 2 BASE PLATE AI(WESS nnAWINfl MVP A , ____ ---_—_ — , __ BABIES 'R' US 99-0748A 1 COLUMN ►©i ANCHOR ICBO #4627 4 HORIZONTAL & DIAGONAL BRACING TIGARD, OR .l I999-01124-1 ---^ \ / �� Ml EI,C 1999-00551 B111' 1999-00223 I'I.M 1019-00173 7805 DAR'('MOUTII 1 PG 78 of 101 If this notice :wears clearer than the JUN 0 1 2000 document, the document is of marginal qualit). Illic'F1)IIitliCd I � l- T[4W IIIIIIIii(III i I�IIIIVI1, 1. TITTIII� I 'flll IIllili ii 1 2 l�l�t 1 !�I�LI ; II! I �ij!; ••••••=••••••71 3 CQRNEREABE_ r rX. "_X 1/8"�CLTH COMERS ARE.. a"X 3"X 1/8"WITH _ A 'LIF'ABOVE A1"LJP__A@OYE WHEEL CHANNEL \ `'� SURFACE CE THE�ARIACiE SURFACE WHEELCHANNEL 4) Llllllllll!!!llllGlllll — — — E7— - A, l r 9 _... 3 _ 1 0 \ 1 2" , , k .. .... , I . ‘ik ...,_ ....._._ 1 I. 1 (:1--- ii + I 0 17/8" -.1 It --- "— I 7%8 I r- ---+---• 0H; -- \‘,.,,,N4c,„: ) , _ -- _ _ __ __ • SIDE RAID © S1QE8AIL5 O SIDE RAID 3 *11164in V --------- .* 21:77 - ��.�`+111111 ail Ili WHEEL CHANNEL`�J ♦��hNuiaNN:IIII � 1 • --•— TRACK 0 - TRACK ® TRACK O ANT .TIPARM , VIEW "An �- -- -- --- IT VIEW nBn — VIEW "C" 4 204 3/8" -- - --% ATTACH W/NO. 8 TEKSCREWS } 60" -- -- i ii- 1 1/2" -+1'- — --/ .-r.-- ______:--- / i t i I MIN EMBDMNT 1 / 3c1" q � " =F- eh. :11'1 1 52" ( 0 114" ' ANCHOR.?O TRACLEVERY24"ON CENTER 6063-16 ALUMINUM 4 WHEEL CHANNEL 5 METAL HIT ANCHOR 39'' 120" — — ATTACH! W!NO-B._TEK-.SCREWS -- -------- - ----_.----- - 1 — - _____S 11___ 2' NOTES; 52' += ' 1 1 STORAGE CAPACITY. 1,000S PER LEVEL 2 CONCRETE 5" THICK x 2000 PSI 39" 1 1/8" 3 SOIL BEARING PRESSURE 1000 PSF I _ ( 2" 4 ASTM A572 FOR SHAPE Fy = 38,000 PSI GRADE 36 5 ALL BOLTS A307 (UNLESS NOTED) ---- — f _ _� 6 HILTI METAL HIT ANCHOR OR APPROVED EQUAL 3" Front View Side View ErI 1/4" DIA x 2" EMBEDMENT FOR TRACK _ 606316.ALUMINUM � SEE DRAWING No 99-0748A FOR RACK DETAILS TYPICAL STORAGE RACK ELEVATION13IDE RAILS C-1095 BLUE TEMPERED SPRING STEEL �P 'J PRi)F a" i c., t;�l N�- N-�,� •11 II `alt" ' —' "Q.' �` 12303 `.,' \ . . . . ��♦_ I�Ih, 111111 `� 518" . vlev: �\ 204 3/8" CIDRNERSABE �v 4f 4 7/a 466. Ipritkikg"..?,,elh.HEEL3"X 3°X 1J8"WITH CHANNEL ® 6063-T6 ALUMINUM cue r l5 °' .G4� Al"LIP ABOVE �y M� SURFACE THE RIAGE �,,, 0 ANTI-TIP TRACK ``�. h ( PRO,. rx SEIZMIC / - I G <<, F4' cZ MIMIC MATERIAL HANDLING — CT-1 BLUE sx 16243 ENGINEERING j 1RACK TEMPERED 181 Atlantic Street `:� .f,/ SPRING STEEL EST 1985 Pomona,CA 91788 ��, \ + O OREGON ti Tel.(909) 969-0989 • Fax (9091W-0981 N • VIII I Illlp j fq�0 O1. 9E CALIFORNIA ALE I DRAWN BY J •-..•-' i 977\III III - 5/8" E F A CONTRACTORS NONE Y Y -1\ / — 3"X 3"SQ�Xl/8"WITH �`` ---1,-- 60 LICENSE DPrE AanRovFD e, A 1_ LIP ABOVE 1. , EXP DATE 12-31- NC.ti65374 5/3199 SAL E. FATEEN 60 318" ,I THE CARRRIAGE yI — - l " 'rESCr,IPTION SURFACE 6011TB ALUMI MOVABLE BASE DETAILS (MOBILE MEDIA TYPE) • .__- A'"'t1t';`' DRAWING NUHRER - -- -- - BABIES 'R' U� GENERAL CONFIGURATION h 4 �1 J RUNNING TRACK TIGARD, OR !�O-074$� I " .-_ 16 SII I Ivvvut►t�+ 1 H ' 1999-00551 10 I' 1999-00223 } 0 .M 1449-00173 7805 DARTMOUTI! N; 70 of 10! vism erstrwiiiiimor________.. . .. ....._ If this notice appears clearer than the JUN 0 1 2000 " document, the (Ioeumen( is of marginal qualm`' )1111' - IiII1i l sH ,:.„,.. 11111frilivilliillif illllliIl+li. I �iiiliiili iliii�liiiliiiliii�lil: (1,111 iii! ,i I;ii1Ilii li iliillili�i ;ili, l II lilt! ! lii,l I I I I III i iiiili i ll I I ';: ` , i;` �'ff I i 1 �: 1 , .,., , 'yIM4I ! IlII11I . ' , I ! I IriIl I i . i. i �' i r r ,,effi 2 3 I 14 IS 111— -V if I I I II, (. I. .,. .I. �. i I C� CI 7.• IIIIIl111111l,III,11111111,11!„,IIII.li11,1111,10IIII,;II! IIII.IIII IIII.I IIIIf!!IIIIiiifiiniiiHhif 1111'1 ufidiiiliiliiHi 1 iiIiiiihi;. 1 I I I I !�I I I I, iii 1 • ••1 IRI••, I 111111 I 11,1 , II IInItl,� J, I I ,Im , n - ` I I I.Ili1111.l.11lf!l...t.�111!{lRllI11,.II, lrrllltl+ 11f,,., ill,I�, II,II,...I,III,.I!.!IILII„II,•I,.,Ilil,,,,,IIL1,11„Il,I„� ,.,b M. y. • li , , • • CONNECTORS & "H" SECTION O — 1 TOP RAIL 20 GA. ARE SPOT WELDED T4_SHELF CENIER RAIL - 24 GA. `� 1� . . BOTTOM RAIL • 22 GA. i ��S 0 1 - » �P { r • ,1� 74‘. - •Sg .tee •� , S I ,,,,,,::,..., • ,•". ,--)0 � / / END .•:• . Oc � „ . - . a� ` - TRIM I ...k.,,,,.! ,...„:„>7„,,,./ *11%.° .....‘.. .'**24).)› I ... •:::. iltj . , ."-" -- r 1 @ . -,,,, 1 4000010"1! (1) %I'S OP' 1• 94 SHELF (22 GA.) \ . 1 iii .v/ -. .... 4/D k•-?) • 8 RAIL �`� --- 4 1�• $); -1,9/F,S, X_ 10 BASE BRACKET TRIM (22 GA.) GENERAL CONFIGURATION — 11 '.'-..L.%%%.................„ . 111x+ 16+ • ../ NOTES: 291 I SHELVING DESIGNED PER SECTION 1632.2 OF THE 1997 UBC 2 STORAGE CAPACITY 1000 PER LEVEL r ---- - _--- - 3 ASTM A570 FOR SHAPE Fy - 33,000 PSI GRADE 33 TED) VVV 5 ANCHORS HILTI KWIK BOLT IOLOR APPROVED EOUAIWS4 LL BOLTS A307 (UNLESS SHELF CONNECTOR (11 GA.) - Icao/46774 -- - -- 6 PULL OUT IS THAT OF WITHOUT INSPECTION Q .09. NOTES' SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS 0 4- 7 CONCRETE 5" THICK x 2000 PSI • ''‹ NUMBER-DE.HATSECTIONS 8 SOIL BEARING PRESSURE 1000 PSF VARY DEPENDING ON DEPTH SEE DRAWING NO. 99-0748E FOR ELEVATIONS • -K. O0JP' • END --\ TRIM 6 ' , 6. � I �o .y9 1 » I .....----- i •., • '°` Wit, STEEL BASE DECK (22 GA.) JTYPICALUGHT DUTY STORAGE FIXTURE ELEVATIONS o l GA, PIN ^i 1 -' 31a 11 • �,�lfi I1 h \f- 3/16" THK __>. �. \ FS 9 ,� ��, ��C,INEF� o • \ 1� w 12303 r \� �. o ,L . i1 5/16"0 HOLES .. 12 .. k ,. • as he.-- ‘, .... cp„C, Ill I �ir� ( N 0`0 ,-- ,, • ® - --- �.. o �116� 4J ANCHOR PLATE (12 GA.) . K. PRO 4 S, •5- : 10.E FESS �� SEIZMIC 7 ... 5,/ , �C ONpINfF9 /9L SEIZMIIC MATERIAL HANDLING Q- 16243 rr ENGINEERING LEVELING LEG - 11 GA. I �� .� BOLT antic Street �� 4 2 Pomona, CA 91768 I EST 1985 la 6 Sig„ ' MIN EMBDINIT 1 OREGON Tel. (909)869-0989 • Fax (909)869-0981 • \�� _1 l GA I r — — 1 oFc �99� —_ T —.._. X11. '� 111) • s 01, SCALE DRAWN Av « .:111t*'.› — -le E, FAj0- CALIFORNIA NONE Y Y 4110. (.1\.._._.. . 1 I CONTRACTORS,, 1/4.. LICENSE DATE APPROVED RY BASCONNECTOR 2 REQL F PJ1NCt1ORING.PLATE EXP DAM 123i 99 l NO 665374 513/99 SAL E FATEEN E SEE:-DWS-88-01120EF_OR DESCRIPTION SHELVING DETAILS (COZIER TYPE) 0 O -- ANCHORING LOCATIONS ------ AD H1F DRAWING NUMBER - _ ------ --- - -__ —_ — --_ _ --- - \ -- BABIES R US 1� UPRIGHT 2 BASE BRACKET 3 ANCHOR ICBG #4627 5 BASE FRONT (20 GA.)- -� 11GARD,OR 99-0748C • E1,C 1999-00551 13111' 1999-00223 I'I LM 1999-DUI 73 7805 DAR•rMoIIIII 11(i SO of IOL If this notice appears clearer than the JUN 0 2 2000 ''"• docu-piTment, the document is of marginal elnaIil�. IlliCfl)IIIIIIC(I ��.(.1�1I1111i� 111� !il � l � ! i ' IlI�I; I�II�iL lllj! Ii(,�+�j�ill�llll;flllll Il;llll, i' sIIiI illl Ilii;i ; ! IIIi .�Ij;IililililliIlilli ;; I I!I!IlIlI iI;I i ;111111111!111111111111111111 i INCH 111 MADE IN CHINA„ sH l 1 ! L. I ti I S 1 .I �. I 1] S: 11 li 24X I IIII�IIII�i,„,„;Illlilllll IIIIIIIIIIIIIIII IIIIII111ItIIIii,IIIIIIl111III,I1l,llflI11h1111 III. Ily I�...I „„ ,ii1',11i1I Ilei' II I' I' II Iu I I,11n ii i 'i• "I �Itinl n n,t S._ i . I. , ,.. II I I I.. I I Ili i ilii 1 1 u,l , illlll� Ilan n,ln, niln, I,t In , ,. Ili.. 1 IIL.fII! lilli lnllil i!l.,.I, III.,,,..Iltl..11.l�l,oillllli..,,l11„ li,Il,.. ..,1,ll., lJll,,.. •,1, I1� ..,.III,.•,.,,l,,,ll,..l.l, J. J . • • • • ATTACH W/2 #10-24A 1/2"0 42 `~x` 7/7.---- 1 338• " BOLTS I Jail , I I • lAIIIIIIP/I 5/16" h \ \h11h16h1 4 9 I 875 (-) , 0 .� reP. I 4,r I 41.110. 0 00 0 5/16" ��' \• k3� �.. I i illtoo,44 1 3/8" // .- I __� 0 III III 2" I I —� 0 I I / r . • 1 1/4" 11 ( 125 / 1 1 • 111 ... r rrr �y�y 3/18" je ti> . ,i 7j 01 r l4` r^;': ' C/V I w Q" Q r • �✓ ' ••., t7,' ,---- , 3/16" , - - 3/8" B \'� ( p 17A - I ii 7/8" �� C�;,.... . , I ' r r US-DRAWING NU.Oil/4tlt:1vf! r IC 11 DUI Y S FORAM_1!x!URI lk q" 10 _.-"' I t,. %' ` Df.1ALL.5 AND COMI'ONLN f S ..z> 1 131 11WIRE ,� m .y WELD 181.BOTHENDS MI TYP / U /......%4Nb% 00 SEE DRAWING NO 99-0748E FOR ELEVATIONS ES T ----. -- 9DECK CONNECTOR COLUMN TO BASE SHELF ATTACHMENT 58 FRONT BEAM (12 GA.) 16B CONNECTOR GENERAL CONFIGURATION r 42 /'-----.42 } / \' 3‘a' ,112 • A. :Ar—.175 7, '1't'76'4\ / I . (/ / t i. 1J7H 8/ 1 875 r 41,6 )- 1 I 1 875 . -A__. ___,:,<::: � I�N 3, "3 i 1!2"D HOLES < ''' ..:1•31.4 r .4_2_,[..;25 I �I q1'125 jIA (----- 1251 l' . q 4, 0 .sti \'''' ) •• 8 ANCHOR PLATE (12 GA.) /" � .,. I /I y Vit. U�y/ _- -- _- ----- .,,,, .75 1 j 6" r125 ' 6" 1 125 Q ` , r/ ___ MIN. EMBDMNT 1113 "bill _ x .23 \ I., I/� X 23 .I ��WIREWELDWIRE WELD/I /2 „___ ' WIRE WELD i BOTH ENDS BOTH ENDS , f, 1/4" BOTH ENDS >_� / TYP TYP I' (41 ANCHOR REO'DPER.ANCHORPLATE TYP SEE DWG. 9T-0363E FOR.ANCHORING LOCArIoI S_1") . -A� BACK BEAM (16 GA.) 6A CONNECTORS 5A FRONT BEAN, (16 GA. gCONNECTOR �BFRONT BEAM GATO) (12 ) 6B CONNECTOR ANCHOR • `4 PAIR ?1,4" K. 1. SHELVING DESIGNED PER SECTION 1632 2 OF THE 1997 UBC' _. LN.k...[ / " �' I/ •• . 1/8"V 15/8" 7YP 2. STORAGE CAPACITY. 60t PFR SHELF • 3000 FOR TOP LEVEL 7S -4::>k>> 11'S 3. ASTM A570 FOR SHAPE FY>=33,000 PSI GRADE 33 i� ' $ / 77�K" I 4. ALL BOLTS A307(UNLESS NOTED) 5 �` �� ` /� ,L,1 ` 5 C O I�g827 ILII KWIK BOLT II OR APPROVED El3UAL TYP �P2" P\� , ` r ` ` 6 CONCRETE 5"THICK x 2000 PSI h , G 4 7 SOIL BEARING PRESSURE 1000 PSF r5IA• I . t �-' 913 I .' �.�... r I I ` ��q,, ^ I ` ` \�� lI*; �E0.�p PROFfss SEIZMtC r l r 14 9A 1 r `J t J r r< r 1 C. 4, N fF'9 /�-k SEIZMIC MATERIAL HANDLING 6" I I rYF� et\„„,. ` �� .,� � ` ` a 16243 181 Atlantic SNneet \ I `' 2 I EST 1985 Pomona. CA 91788 1 I ;J 1,r1\ I I JJ /�EU Pk, o OREGON _ Tel.(909)869-0989 • ex (909)889-0981 • ` 1 I .0.. '''...• / ` I I rr r C.y ��G1 N' .f,9�C 01. 1y (� HGALE CRAWN BY ® �` ,1 , 1 r rr e I rr 4'' 12�(. / f. FAjE. CALIFJ9NIA IONTRACTORS • 1'tA r •••• C1, NC.NE Y Y !'' '� '), Ir' 7( LICENSE DATE 'PPROVED BY • 0 /.-- Np, �� '� EXP OATF 12:11 99 l NO 685374 5/3/99 SALE FATEEN 1/8"1J i 5! , • --- • . , •ss, ,,..Ar RI"""" MULTI-FUNCTION DETAILS (COZIER TYPE) 4 '?'! \ j ,��_.--__--------- __ -- (TO.LOZIEB_UPRIGHT) _ (TO MULTI-FUNCTION UP [G vniss f)fAWINQNI)NAE,iYr l BABIES 'R' US �1 J COLUMN ('14 GA.) —� r2'' SUPPORT – - — BEAM -' CD CONNECTOR (-- BEAM �ACONNECTOR TEGARD. OR 99-0748D � J . J 11,(7 1999-00551 ! IJP 1999-00223 Pan ig9q - 00113 7P5 Dap..Tm0,.l P p ,1 of jot If this notice appears clearer than tilt' JUN 0 2 2000 dOcumenl, the document is of marginal yuaiith• I1111'I 11� 11Illl'el ' ; illlljl1IIIlIiII � IIIIIIIII I�I�'I' 1� ( i"i� Illl i � IIIIIEIiIIiII Iliillill III. I. hili il' i . i i lE I } i II Eili i II' I 'I' i I } WI, IIiii !: ilil !II1,Iijl f il, lilillki illilil1 .11ltllll !IIIIIIIIIIIi iltt!IIII� IIIII 1 INCH !IMAGE IM GYIItiiA T3—, �_ �i 40 i 4 3 ! 1 , ` II? 3 1 s I. I 11 E, i�-.j u ;c "— 11 fi ti.-.. 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(2) ANCHORS PER BASE PLATE • TYPICAL UGHT DUTY STORAGE FIXTURE ELEVATIONS ' V A', • t• i . .Af 22" a, 95" 1 �l r 95.: 48" 38„ :34„ 34:: . .. cs`5 NGIN -e,p 04 �` —.--- ________ l lkillAiiiiH,. -_- I �� !2303 ...„ - ff. ,' ( ,.. .,,, iti► • � — -- a,rommn 102,: IRV 1 . . r r r 1uT1 -- _ d __ : :::)., , I. -- Epl(ALLY - -- 1 �.._—._DIVIDE —_—__T = =_-=-11 �y4 E I M� f ji:u _ En F'ROFSEIZMIC ' --__—�_— — ► _ -- 1 — _ . — --. [�'—_► --_^.-__..___.__ c>`O`�Ne1 EF9s/o2 SEIZMIC MATERIAL HANDLING • * —i--- — -- ----- ori 16243 g +may ENGINEERING Front ViewFront View Side View Side View 161 Atlantic Street i Side View EST 1985 Pomona, CA 91768 Double Sided Double Sided Double Sided \.,REGON 7 Tel. (909)869-0989 • Fax (909)889-0981 - DENOTES ANCHOR LOCATION FOR DOUBLE SIDkD UNITS. of �o,� / ___ —� • ANGHC)R/�T E'JEFiY ;3RD BAY_,FRONT AND BACK (Z) ANCHOR PER BASE PLATE � fFH;�� CONTRACTORS CALIFORNIA SCALE NONE DRAWNBY FOR SINGLE S1DLD UNITS. LICENSE DATT APPROVED BY ANCHOR Al.EVEAY OTHER.9AY. FRONT AND BACK. IF UNITS ARE.ATTACHED_TOINALL. [—EXP DATE 12-31-99 NO se5374 i� SAL E. FATEEN — — ANCA 1OR_IHEFRONT ONLY, R (2)ANCHORS PER BASE PLATE DESCRIPTION SHELVING ELEVATIONS ADDRESS DRAWING NUMBER T __- - -- -- __— - _— BABIES 'R' US MULTI-FUNCTION STORAGE FIXTURE ELEVATIONo _---- -' - T'uAPf. OR 99-0748E ' / M I ( I')99-011244�-_ "_".. ----- ••••••••••••• _ , ELC I99?-00551 BLIP 1999-00223 ,: KM )99q -Do )-13 1$05 DAQTMouT" JCr a2 o{ lot , • If this notice appears clearer than the JUN 0 2 2000 document, the ;Document is of marginal qualify. Illll'f )IIIII1C(I • . c. ��1�1(I�I� III1;li� l1l1Illli 1111:11111111&1111�!�i�!� 1tIiI I j ! 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STORE MAP__ Revisions � No Date Description The following items are supplied by TRU for use in the construction of this project. \ _._,.__. 1 . 2-16-99 PERMIT APPLICATION On site reception, unloading, inventory, storage, safeguarding, installation, coordination, and start-up operation ..� • of all Owner furnished material and equipment as detailed in Project Specificatfcn Manual, Section 1A, Article 15. % al REVISED "EXITING PROVIDED" _ Provide labor, tools and equipment using manufacturer's recommended methods of assembly and installation .I �� ror 'naterials and equipment. m __., • Coordinate with Owner for acquisition, shipping and receiving of specified items 217 = BABIES 'R' US .�' . �riCLYr.lIiACTOR NOTE SITE �-"" ililill • Certain Contractor Supplied Items are to be purchased by Contractor with benefit of Owner's National /, • Account Pricing Refer to Project Specification Manual for complete list of items. '� -- �� • • OWNER CONTRACTOR• / *' III ------- 4RTMG ITEM (Contractor to verify this list with CPM on )oh specific basis) INSTALL INSTALL STREET N ARCHITECTURAL • - ;- o Wood Register Tandems X 99W � Tandem Register Casework X Refund Counters - / , III �. L3aby Registry Desk 1111 - -_--_- - -- X • _ Special Order Desk X - -` �• / , KRUSE. BLVD --.- - - f- - - III / • _� ,,fir ...,, ., . I I X 11111111. • -- Service Desk __ - - - --- - X - [� � • ��i,��s. • Q s ) 5 Enlarged Photo Display. �_ - - -_ X ' Safe - - -- - ------- -- X - ai.:, // r�//�- �/� /• ��/-- - --- - �i/ �� _ - ©UNI TA ROAD PLAN„�.JORTH III Carpet - u Til . , ! --.[( /, p t Rolls, Square ea. & Vestibule Material (Mastic by Contractor) X -- r', . /, ; SII 11111111111 oles Vinyl Composite Floor Tile (Mastic by Contractor) X ////;/ .L i I Exterior Wall Icons. - X • .• , _____________... , Time Clock x ABBREVIATIONS N - - A.C.T. ACOUSTICAL CEILING TILE JT. JOINT �- Toilet Accessories (See Sheet Al2 for (Mailed List)._ -- _-_X -- X jTh /1 ,i. p KIDS 'R' US O go SC C a A.F.F. ABOVE FINISH FLOOR K U Stork parking sigma _ X p i ASPH. ASPHALT LAM. LAMINATE 111111111111 _ _._w - --- Drawing References Conveyors/Lifts (where opplicoble). -_ X - - _-- • O ‹)(1 Q CITY OF T{GAFiU BLK BLOCK LAV. ;_AVATORY ' r) 3 &3() 0 Approved I BLK'G BLOCKING L.P. LOW POIfJT 11 BRU BABIES 'R' US MAX. MAXIMUM p Cr✓rxiitiona ly Approvhd.. I el Drawings STRUCTURAL 0 For only the work as described in: CLG. CEILING MIL. METAL Steel Joists and Sisal Joist Girders )( 1111 PERMI-1 NO pail 4 r^ O CPU CUSTOMER PICK-UP MIN• MINIMUM • _ �_ - Se•. Chide to. Follow ( C.T. 'ERAMIC TILE1111 M.O. MASON Y OPENING CONC. CONCRETE N,i•C• NO IN CONTRACT __._„_ At` h . I CONT. CONTINUOUS NO. NUMBER ■ MECHANICAL Job A(Irires..�, •- O.C. ON CENTER / r C.J. CONTROL JOINT ------------ 1111 �~ iJ�tict:_ L_/j DN. DOWN O.H. OPPOSITE HAND Exhaust Fans/ Transfer Fans X T1 G A R D ) 0 I - DIA. DIAMETER OPN'G OPENING Mechanical Roof Top Units X _ �� - ,v .,,,,, . . .___-^--...,..... ._. .-_._ DWG. DRAWING P.B.C. PLUMBING CONTRACTOR -- --- G 0 1 v E.F. EACH FACE PLAS. LAM. PLASTIC LAMINATE ■ ELECTRICAL• E.W. EACH WAY PL. PLATE - E.W.C. ELECTRIC WATER COOLER PLYU PLYWOOD • CITY OF T i G A Ft D EL. ELEVATION RAD. RADIUS ■ �� • , Compactor (where ap Ilcable) X �,./ ELC ELECTRICAL CONTRACTOR REF.CLG.PL. REFLECTED CEILING PLAN • - --- ----------- - ----_ Approved. .... .... ... .. ... . EXIST. EXISTING • _._ REQ'D REQUIRED Baler (to be connected not later than 10 days prior to store fixturing) -- X Conditionally Approved I I EXP. EXPANSION STL STEEL III w�-s For only the work as de n • din: F.P. FIREPROOF SUSP. CL.G, SUSPENDED CEILING Lighting Fixtures (except as otherwise shown on lighting fixture schedule wn drawing E-2) - J( PL.NMI I NO ad.J!' -91053.] FIN. FINISHED 1111 ��,�_,�,�, FINISH(ED) T.U.M. TOP OF MASONRY ■ Lamps for all Owner-furnished lighting fixtures - X SCI: I Otter to Follow. I I: GA. GAUGE T.O.S. TOP OF STEEL • Exit Signage X Attach .. . . ( I. r - _ -__ __._- -_.____ -.____--_�_ ___-- Job Ad�fre CON TR. GALVANIZED TRU TOYS 'R' US • Isolating transformers ar,d filter X �� y GLGA. GLASSNIZc.0 TYp, TYPICAL QQL.O.N. UNLESS OTHERWISE. NOTED • • - ------- - ---�--- __ - - I- y __._�._.__.__ . Dale -I_'1�1r H.M. HOLLOW METAL- V.C.T. VINYL COMPOSITION TILE IIIUnln'erruptable Power Supply (UPS) and Isolating Switch X -,� H.P. HIGH POINT W/ WITH Register Wirewoy and Power Poles (wlreway internol wiring by ELC) --- X HAC HEATING & A/C CUN1RAC1OP WD• WOOD III Light Track ___ X „� ___ I.D.0 INSIDE DIMENSION CLEAR Exterior "Letter" Wall Signs x INDEX 0 DRAWINGS CODE REVIEW NOTE 1 . .. Interior Illuminated Signs x ---- -~~- Switch Gear - Panels, Contactors, Transformers -` - X CI VI L ARCHITECTURAL STR‘ UCTURAL ELECTRICAL DETECTION AND ALARM SYSTEM BID DATE: 6-7-99 - ---� �....�... �. TOYS "R" US, INC. WILL COMPLETE THE INSTALLATION OF THE INTRUSION DETECTION AND CCTV CADD NAME: 636A00 PROJECT NO.: 898636 _ Main Switch and Moin Distribution Panel & Power Panel X `..I'1 SITE COORDINATION PLAN AO COVER SHEET SYSTEM WITH REMOTE CENTRAL STATION MONITORING PRIOR TO COMPLETION OF THE PROJECT. DRAWN BY: JDF CHECKED BY: 0-I C - - --- - -- l':' SITE DETAILS Al FLOUR PLAN 51 STRUCTURAL NOTES LI POWER PLAN PROTOTYPE DESIGNATION: 1999 SRU J7K REV. 9.99 Safety Switches _ - :,F' PLNDETAILS SITE DE l_ A & ALS TABLE OF RLQUI ED THERM •FACTORS • A2 ROOF PLAN S2 FOUNDATION PLAN E2 RACKING POWER PLAN R 19 a, For Roof-top HVAC units (Supplied with roof-top unit) X C.'VQL. LANDSCAPE DRAWINGS A3 ROOF DETAILS S3 ROOF FRAMING PLAN E3 LIGHTING PLAN RPERF IMETER INSULATION IMETEOATION (FOR TNI OFi1rlATll'N ONLY P = 7.5 A4 EXTERIOR ELEVATIONS S4 TYPICAL DETAILS E4 RACK AND SIGN LIGHTING PLAN CONCRETE BLOCK - 12" w/ FOAM INSULATION (WHEN APPLICABLE) U = 0.19 • For Transformer X BY ALPHA ENGINEERING, INC U = 0.24 --- - -- '-- -- 9600 SW OAK, SUITE 230 55 FOUNDATION DE TAILS E5 RACKING I.D. PLAN CONCRETE BLOCK - 8" w/ FOAM INSULATION AS EXTERIOR ELEVATIONS CONCRETE BLOCK - 8" w/ FOAM INSULATION k 4" FACE BRICK U - 0.22 n rl Disconnect Switches (except as otherwise noted on drawings) X PORTLAND, OR 97223 56 ROOF FRAMING DETAILS E6 ENLARGED POWER PLAN (WHEN APPLICABLE) iQi @ v A VESTIBULE WALL SECTIONS Circuit Breakers -- X SHT 1 OF 18 TITLE SHEET E7 ELECTRICAL DETAILS MAN DOOR U 0.21 877 WATIGN ROAD _ A7 EXTERIOR WALL. SECTIONSOVERHEAD DOORS U = 0.2U P'. •UIS, X10 63127 __-_ - _- _-_ _-- - -- SHT 2 OF 18 TOPO/TREE REMOVAL PLAN E8 COMPUTER SYSTEM WIRING DIAGRAM R - lg 05) .F Spare Fuse Cabinet X A7.1 EXTERIOR WALL SECTIONS EIBERGLASS BATTS -• 6" • �� ,. , - -- - SHT- -- SHT 3 OF 18 DIMENSIONAL AND PAVING PLAN A/.2 EXTERIOR WALL SECTIONS E9 • PANEL SCHEDULES �5 ,' 4�tiJ� MAN: • Branch Circuit Panels (LA, etc., HA, etc.) ___ X SHT 4 OF 18 GRADING PLAN �• � � ��r� �- � .,..1.' - -- --1--- A8 EXTERIOR WALL SECTIONS MECHANICAL E10 :RUAAN 1/ AAR DLUEGREEN- ITYPDETAILS U-VALUE (W) 1.09 1.09 6),' / 10,105 !/ 1 � U-VALUE S) 1.03 1.U9 /14' JE LI tin Contactors XSHT 6 OF 18 EROSION CONTROL PLAN A10 ENLARGED VESTIBULE PLAN & DETAIL-` SHADING COEFFICIENT 82 .59 \ 9h 9 M1 MECHANICAL FLOOR PLAN lV TRANS. 66R 31% OREGCIN �SHT 7 CF 18 RETAINING WALL PIAN & PROFILE All ENLARGED OFFICE & RECEIVING PLANS . :-A - • Energy Management Systeme7 M7- ENLARGED MECHANICAL PLANS EFP1 FIRE ALARM AND SECURITY Gl,BLING PLAN �- / Q , ----• --- ---- - --- SHT 8 OF 18 DETAILED PLANS Al2 ENLARGED TOILET PLANS & DETAILS M3 MECHANI,AL DETAILS EMS1 ENERGY MANAGEMENT SYS1CMS (NOVAR) 1" INSULATED GLASS: BLUE-GREEN -11'47' ff EMS Wiring/Backboard only/Wiring Terminations X SHT 9 OF 18 SITE DETAILS A13 INTERIOR DETAILS U-VALUE W) 35 .." -v�1 09 �`�� ;% , ��. I -- - ------ .- M4 MECHANICAL SCHEDULES U-VALUE f S) .39 ��" 'V -0 S ( �� , EMS Executive Controller (Installation) and Progrcmming X SHT 10 OF 18 PUBLIC ST. IMPROV. - ATLANTA A14 INTERIOR ELEVATIONS fHADING COEFFICIENT .55 t� i•'',• ''• ,�' O \. PROFES w *-� - SHT 11 OF 18 PUBLIC ST. IMPROV. - DARTMOUTH A15 INTERIOR ELEVATIONS 1 'R N F R PLAID VISIBLE LIGHT TRANS. 62% © s ,' OF RECORD: CCTV and Burglar Alarm Wire and Equipment XP PLI M I G L00 K AI -'- -� �- - SHT 12 OF 18 STRIPING PLAN A16 INTERIOR ELEVATIONS P2 TOILET PLAN & PIPING DIAGRAMS e,:', � :' , JAMES C. ALBERTS •\ CCTV and Burglar Alarm Wiring KYLIGH'S MEDIUM WHITE TRANSLUCENT (WTM) `,U ;�'� G` Q• - g gX SHT 13 OF 18 PUBLIC STREET DETAILS Al ?A17 FINISH SCHEDULES P3 PLUMBING SCHEDULE & DETAILS U-VALUE (W) .70 d� ,�(\` 0'4- / cr -H 314-821-1100 �'' "�" Fire Alarm Equipment _ _ X • SHT 14 OF 18 PUBLIC STREET DETAILS Al 1.1 FINISH PLAN U-VALUE S) .50 49' \ '-' •.tn,- _ - - - SHT 15OF 18r` Al8 FINISH DETAILS SHADING COEFFICIENT .63 ‘47 Cr OCN ..\ �� "• �` / Fire Alarm WIring X PLANTING PLAN q� s' r -�� - - -- _ -- - - is SHT 16 OF 18 IRRIGATION PLAN Al9 DOOR SCHEDULES & DETAILS F.'1 AUTOMATIC SF%F�INKLER PLAN & DETAILS es \,d' �'`/� 0 \ ' ' • ; Telephone and Paging System X / �," ./1 lel i - I lir / '� I - - - - ---- - ---_ SHT 17 OF 18 DETAIL SHEET G> 1 NOTE: C/T CABINET SHALL BE PROVIDED BY ELC SHT 18 OF 18 LANDSCAPE SPECIFICATIONS El FIXTURE PLAN (FOR INFORMATION (HI Y) PROJECT TEAM FYMBOL LEGEND CODE DATA SUMMARY National Office 461 From Road I ��_ QUALITY ASSURANCE SIGNATURES:MMINOMMIL �•� - Paramus, NJ 07652 OWNER: LANDSCAPE ENGINEER: MECHANICAL, ENG-I ;. ROOM NUMBER IDENTIFICATION I �04 JOB NAME: BABIES 'R' Us p, OCCUPANT LOADING: (201) 599-7800 • THE FOLLOWING INDIVIDUALS WERE TEAM MEMBERS INVOLVED IN THIS BABIES "R" US ALPHA ENGINEERING, INC CASCO CORPORATION PROJECT UNDER THE DIRECT SUPERVISION OF THEIR RESPECTIVE SALES Al 30 SO. FT./PERSON 1018 \N` 461 FROM RD. 9600 SW OAK, SUITE 23o 101377 WATSON ROAD " DOER NUMBER IDENTIFICATION U LOCATION: TIGARD, OR MISC. OFFICES, RF.STROOMS AT 100 SQ. FT./PERSON "PkrIFESSIONAL OF RECORD": 10 PARAMOS, NJ J7�i52 PORTLAND, OR 9,223 ST. LOUIS, MO 63127 .�.�� Phone: (503) 452-8003 Phone: (314) 821-1100 BREAK ROOM & TRAINING ROOM AT 15 SQ. FT./PERSON • ABGHITEGTURAL PROJECT.6NvER fAPM):- Fax: (503) 452-8043 Fax: (314) 821-4162 PARTITION TYPE IDENTIFICATION O PRE-SALES 7 RECEIVING AREA AT 300 SQ. FT./PER PERSON 32 This drawing is the Exclusive Property of A. BUILDING CRITERIA: TOYS "s" US. The information shown may TOYS "R" US PROJECT ENGINFLR: Project Englne�;r: JIM SNYDER TOTAL PEOPLE 1U78 �-- - ---- --- ----- not be used nor the Drawings 461 FROM ROAD PROJFCI MANAGER Name/Signature BUILDING MATERIAL IDENTIFICATION 1 ,� BUILDING CODE: 1997 U.B.C.w/ Si-ATE AMENDMENTS g Reproduced PARAMUS, NJ 07652 BUILDING USE: MERCANTILE - M without permission of TOYS "9" US. (2.01) 599-7800 BUILDING COLOR E. EXITING FI QUIRED: • MATERIAL CODE OCCUPANCY RETAIL SALES Name: STEVE CLAIJSELL ARCHITECT: F.,�,ECTRICAL Ef1Q)NEER: CONSTRUCTION TYPE: y-N FULLY SPRINKLERED SALES & MISC. OFFICE AREAS 1020 PEOPLE x 0.2 = 204 CASCO CORPORATION CASCO CUR1'ORATION PROJECT ARCHITECT: Name/Signature - - fYPICAi. SECTION DESIGi'�ATI TOTAL BUILDING PRE-SALES & RECEIVING AREA 50 PEOPLE x 0.2 = 10 Location ' fii1 IRU.G_TI LLPROJECT MANAGELACPM): 10877 WATSON ROAD 10877 WATSON ROAD SECTION NUMBER AREA: (Inside Face Of Walls) 37,091 SQ.FT. TOTAL REQUIRED - 214 ' • TOYS "R" US ST. LOUIS, MO 63127 ST. LOUIS, MO 6312.7 TIGARD OR. 461 FROM ROAD Phone: (314) 821-1100 Phone: (314) 821-1100 _-- SHEET WHEREp, ALLOWABLE AREA: F. EXITING PROVIDED NET EGRESS WIDTH ' PARAMUS. NJ 07652 Fax: (314) 821-4162 Fax: (314) 821-4162 -- -. _ SHEET WHERE 3 DETAIL IS (201) 599 7800c PROJECT STRUCTURAL ENGINEER: Name/Signature BASE AREA: 8,000 SQ.FT. DOOR I & 2 (NET SLIDE OPENING) 60" PROJECT MANAGER: PAT MOOR_ Project Engineer: GREG ROSEBROCK UETAII_ IS CUT SHOWN UNLIMITED AREA INCREASE, BASED ON 1994 U.B.C., SECTION 505.2. DOOR 3 & 4 (NET SLIDE OPENING) 42" Fax: PROJECT ARCHITECT: JAMES FOSTER •• Name: TYPICAL DE_TAIL_DESIGNATIOh 10 CIOR 4- ...r..�..�,. r.�7� 1 Drawing Title PROJECT MECHANICAL ENGINEER: Name/Signature `- DETAIL NUMBER C. BUILDING AREA: DOOR 25 47" CIVIL ENGINE � ALENGINE R: FIRE PROTECnON . -� --- 'TOTAL NET EGRESS WIDTH PROVIDED 243" C 0 VE R S H E E T a - - SHEET WHERE TOTAL (Inside Fcce Of Walk) 37.091 SQ.FT. - ---�._ �_1-- _��--_."- -�-��- ALPHA ENGINEERING, INC CASCO CORPORA110N CODE CONSULTANT SHEET WHERE DETAIL IS DOORS #1, 2, 3, & 4 HAVE A BREAKAWAY FEATURE THAT ENABLES 9600 SW OAK, SUITE 230 10877 WATSON ROAD 760 OFFICE PARKWAY _ SALES: 30,533 SQ.FT. THEM TO PROVIDE AN EGRESS WIDTH GREATER THAN THEIR NET PORTLAND, OR 97223 ST. LOUIS, MO 63127 ST. LOUIS, MO 63141 PROJECT ELECTRICAL ENGINEER: Name/Signature DETAIL IS CUT SHOWN MISC. OFFICE, RESTROOS: 950 SQ.FT. SLIDE OPENING. THEIR EMERGENCY EGRESS WIDTHS IN THE FULL • Phone: (503) 452-8003 Phone: (314) 821--1100 (314) 991-2633 BREAK ROOM & TRAINING ROOM 475 SO.FT. BREAKAWAY MODE ARE: 129" (DOORS #1 & 2) AND 89" (DOORS #3 & 4)• SCait?, Date • Fax: (503) 452-8043 Fax: (314) 821-4162 Fax: TYPICAL INTERIOR ELEVATION DESIGNATION PRE-SAI ES & RECEIVING 5,132 SQ.FT. THIS IS AN INCREASE OF 69" (DOORS #1 &2) AND 47" (DOORS (33 & 4). AS NOTED 6-7-99 PROJECT ENGINEER: DAVID HUMBEF', F.E. Project Engineer: KATE ABBICK PROJECT ENGINEER: JOE KOLODZIEJ `- FOR A TOTAL INCREASE OF 116" • wu'.r_ I999-00,14/4 ELEVATION LETTER TOTAL EMeROENCY EGRESS WIDTH PROVIDED 312• Sheet No. EI..0 IN99-00551 PROJECT FIRE PROTECTION ENGINEER: Name/Signature SHEET WHERE G. MISCELLANEOUS A 0 • i'lIP 1999-00223 la) / ELEVATION FULLY SPRINKLERED 1) YLIVI I V99-1/111/i 7805 DARTMOUTH --__..____._. . 4. 3 IS SHO�YN TRAVEL DISTANCE DOES NOT EXCEED 200' 1 PROJECT QUALITY ASSURANCE MEMBER:- Name/Signature PG6of 101 imoommommiliN1 , . . . • , .. ...: loqpiew. ......,. _. If this entice 'ippt 1rs clearer than the JUN 0 2 2000 mew, the uocument is of marginal quality. . , microfilmed I I I i'III I!I I I 'I i ' ) I'I I ill f 1-.�.-1�' , , . . t I i; I. 'i 1. i ;I i i! Ii lilidi iliiiii+iiii�ii Il ii I iiiiiiI Illliil I !Illi 141IIIIIIjili11111ffil ',4 qp, y � � � � � � � I � I � � 1 � 111T i I � il ll X11 i ' , � t , 1 INt'.N 'IMADE 'N CHINA � i_ .[ �_ ,. 1 .y i T-,--4-----„ ALs>! -Ti t1 moi- ff - - - ,T- - - - Ir III' I III!+ I!I I1'!liilil!!!Ii'IIIII II III 1111111 114115?i 1111.11illlll?lIIIIII!l115!11 i!?!Illi! ?I!lILII?IiiEIIII!!111111ill!1IlIllillill1i+illl+lI��llrs1111111IlI}'1t1111 iii.Ifli!I.•',1 ,,4;t l:�'llIll'11111111;;"'!;1111{.1111111111111111111111111111;1111: ,., ,• 1111111E .III 1 .I I� L ..I{.... .._(! - -.l - . .... . ....._. _ .. ..I._ . ._ .. . . ,..:.....l r----- . 1 r� . p . • GENERAL NOTES Revisions _� • No Gate Descri•tion 1. THIS DRAWING IS TO BE COORDINATED WITH THE OWNER'S SITE SPECIFICATION EXHIBITS. 2-t6-95 PERMIT APPLICATION • 2. ALL SIDEWALKS, RAMPS, ETC. TO BE IN COMPLIANCE IMTH ADA EOM ADDED DOOR & RAMP , 3. SEE CIVIL DRAWINGS FOR ALL SITE GRADES AND ELEVATIONS. III REVISED ELECTRICAL REQUIREMENTS. 4. SEE DISABLED AND OTHER SIGNAGE DETAILS ON SHEET SP2. ■ 5. SEE TEMPORARY CONSTRUCTION SIGN ON SHEET SP2. 216' 6" OVERALL - _____ �• 6. SEE TYPICAL BCLLARD PLACEMENT DETAIL ON SHEET SP2. IIIIII ■� 7. SIDEWALK PLAN SHOWN IS FART OF THE DRAWING SET. 8. COORDINATE SIDEWALK LAYOUT WITH CMIII L DRAWINGS. ""� 9. CONTRACTOR SHALL VE=RIFY POINT OF CONNECTION TO THE SITE UTILITY SERVICE PRIOR TO COMMENCING INSTALLA?ION. 1.n r A l L A N T A S T. 10. CONTRACTOR SHALL ADJUST LOCATION ANL; DEPTH OF BUILDING SERVICES AS REQUIRED TO �� V V CONNECT TO SITE UTILITYSE.RVICF.. ill 11111 11. CONTRACTOR SHALL MAKE FINAL CONNECTION TO SITE UTILITY SERVICE -_ - -- -_ —__-- --- - - — (UNLES5 OTHER PROVISIONS HAVE BEEN MADE). "-ice T — L.- LANDSCAPE . . ..\..! _-_--- AREA ------- --- __—� 12. CONTRACTOR'S FAILURE TO PROPERLY COORDINATE SERVICES SHALL NOT BE JUSTIFICATION --�"'� � 6" SANITARY SEWER �� FOR ANY EXTRA CH<,RGES. • INVERT = 189.75'-- SIDEWALKIII STANDARD CORNER ELEV. 194.25'-\ 13. "OTHERS" 10 PROVIDE PAVEMENT TO LIMIT OF WORK LINE, AS PER C'VIL ENGINEERING --ELEV. 201.75' FLEV 198 67' - .= ORAWINGS. Wia I l(:HAIR RAMP ELEV. 201.75' - - ____r -___ �_ __ ____, _ _ ■ SEE CIVIL DWGS.- ' \ - "" _• � ' II .l' I LANDSCAPE AREA �� -- I 14. VERIFY THE RESPONSIBILITY OF THE CONCRETE CURBS ALONG DRIVE AT FRONT OF BUIL TING. 8` FIRE SERVICE --�""� - - �,-` - ______,-,7---1-1 X r te-ELECTRICAL , 1111 Ilii , SERVICE • / i �E t ' \`- ELEV 194.00' ■ 1 , � i ► ��_ CONC. CURBrl ...v_..�-.-. CONC. PLAZA >s �� I SEE CIVIL DMIOS. ■� -. UTILITY DEMANDS (PROTOTYPE) • S [.......... . . . c 0" 3 I/7" r■�■ ' 2" uOMESTIC WATER \� - ® `-T" ) - - - �_ I / BLOCK SCREENWALL � maismod•IMMINIMMI- 111111111 j, �► �� SERVICE �� f _ - == ELEV. 190.00'-,, • I - -� <8oD AMP SERVICE, 480/277V, 3 PHASE, 4 WIRE SERVICE._ �- I 'Nam �. - .-�.. lliftim BAILER __ _ { TSTL. FRAME w/ o Drawing References - DOjvIES17C WATER: GAS SERVICE U (N.LC.)- I MTt. DECK PANEL • 60 GPM DEMAND GATE to 1"1/2" METER (MINIMUM) I I ----.__,___ TRANSFORMER 2 SERVICE SIZE (MINIMUM) INCREASE TO 3" SERVICE WHEN el ( -- .41 No Drawing, RESIDUAL PRESSURE Al BASE OF RISER IS LESS THAN 35 r a a a a 1 ° 12 11 �i%I r (N.I.C.) :11111iiiii -- PSI WITH 60 GPM FLOWING. TRASHIr "ELEV. .200.00' COMPACTOR '' �` ! SANITARY SEWER: • __ - 1000 GALLONS PER DAY (APPROXIMATE) LANDSCAf t AREA - (N.I,C.) i CONC. SIDEWALK• n SEE CIVIL DW(S 6" SAN'TARY SEWER SERVICE E, I 'N ,n 1% SLOPE ` CONC. RETAINING 7'ELEV 186.00'--\ \-SEE----CONC. OWLS. \ - NATURAL GAS: \ , \ WALL w/ STL. PIPE ELEV. 198.00' _ II 2875 CFH MAXIMUM DEMAND GUARDRAIL - / -_ r OR 4 oz. MIN. PRESSURE REQUIRED , • ' x �, 2 W.C.W.0SIG PRESSURE IS PREFERRED i _________A, ELEV. 190.00' ■ x �, (�� • ELEV. 189.00' ELEV. 190.00' YI I • \ ■ -- ,FIRE_EIM ECTION: Y 1280 GPM MIN. FLOW -�� ELEV. 185.15' 6" STORM CONNECTION1111111111111 III 45 PSI RESIDUAL PRESSURE REQUIRED AT BASE OF RISER \Ili 1BY OTHERS (TYP.) ■ 6" MINIMUM SERVICE SIZE ELEV. 185.83' ° aa LY ■I U I -6"0 STL. BOLLARD (TYP.) ut • I pl CONC. LANDING ■ y N PLATFORMIIII '� l , ' .�� US -- — — ___ .— w/ STI.. PIPE 1 ,1 GUARDRAIL \ 1 0 j �, FINISH FLOOR ELEVATION = 190.00' I I N ' :-'`U ALL UTILITIES 70 BE :RO GHT TO WITHINT5) --- ______ �� 9 *_ ,I��-ELEV. 192.00' o FEET OF THE OWNERS BU LDING IN LOCATIONS I I --�' AS SHOWN. CONTRALTO* TO MAKE ACTUAL TRUCK RAMP P IN — '- CONNECTIONS. _ _..__ 4 ONSIBILITY OF WORI egr S. R P `V w/N4' OT H GNGCWALu ��BLOCK SCREENWALL" o ¢� S1RUCT. DWCiS. BID DATE: 6-7-99 REMARKS OWNER CONTRACTOR OTHER .�'i, t� 5/d" II • o I CADD NAME: 636SP1 PROJECT NO.: 898x36 o ' • N o. a aDRAWN BY: JDF CHECKED BY: I,�. ,, SIDEWALK (FRONT OF BUILDING) PROTOTYPE DESIGNATION: 1999 ''`?U 321 REV, 0.99 \ \ i CURBS AT FRONT SIDEWALKa )') ELECTRICAL. SERVICE TO TRANSFORMER1 ELEV. 194.00' oSANITARY SEWER TO WITHIN 5'-0" OF BUILDING \ Migi/��(�GAS SERVICE TO METER ELEV. 193.75'• � �'--_ � 6"0 STE. BOLLARD 8"0 STL. BOLLARD 10877 WATSON ROAD WATER SERVICE TO METER - -- — w \\ ELEV. 189.50' ELEV. 189.25' ST. LOUIS, MO 63127 • WATER SERVICE FROM METER TO BUILDING M -- / /// PROJECT MANAGERS • a w INCOMING TELEPHONE SERVICE � t3 1 { --- , FIRE SERVICE LINE TO RISER - -- `—� ---- f 0ogo PR or4 4, /�� '� -_ 2T-0"_ ---- -�'w t i N 3 p 1999 9 I �` J� I '�'_- . 10, r /Il r \\ I\ i r I ' ELc"V. 190.00' I PROFESSIONAL ` ' OF RECORD: I, - ► ' - ------ — -- _ - - -- T I I P _ { JAMES C_ALBERA'/( 2�, ��1�'�`' �--- III\ , t______u -— CONC. RAM ` _ r-- 1:12 SI OPE II1 314-821-1100 , 'S C. A`�� ~• w/HEAVY - --J BROOM NON x -� -_---- -- -- - _ !^1 SLIP SURFACE.- I 1 �_ELEV. 189.50' 1 c ` ID • • lc --;N.: i :', , : . - - - - - - - - - ----__ . ��" •ELEV. I " 190.G0' BA,,_:. a I - r. i SIT F' 0 ' • I ELEV. 189.50' • • ---OMMANNIMMIIIIMINEMIIMMOP _.,. "_""` w l ( -r _—___ �, National Office • � �'"1 z L- '__ L-`` _ _- _ �• .�----- - - ._ -------- _ _ _ ._ _ . From Road ' C" SITEPLAN BEY PLAN - _ 46,S H MATI __-�-- _ RAY , I X I �u , "' �'aramus, NJ 07652 �- - -$ - - -- __ -� i� 1 (201) 599-7800 / o 0 0 �NTRANC� 1- v O �% I \�\ °' this drawing is the Exclusive Property of 1 ��, �\\ \ o \ 1� 10YS "A" US. The information shown may \ � ' �' riot be used nor the Drawings Reproduced -7- 161'.. / `T' CONC. CURB 9 ,. p mPLANCN R TH � t= \ N SEE CIVIL DWOS" without permission of TOYS A US. 11--9‘44------- , A. ^� z VAN \ \ \ �_-_ L-ANgS,.APC ARTA L-------] N., i, Location N -mrrT;�r--.•• ��"�. TIGARD , OR . 5 ._ _ BARB R U9 []/Iliiini LANDSCAPE AREA / rv�lgo.ao F � ,� 9' U" t0'-0" 9'_0" 9'-D" '-0" 8'-U" '-0 9'-0" 9'_p" (4) 5P. 0 B'-8" = 34'.8" . -_,� DrawingTitle I . -a 88/11//////ll 14'-9" 9'-0" 8'-0" 78, It•. -�6-0" �. _ 34, 0 �6-0" 43'--8" - _ 23'-4" 4' /'' EXPOSED 6 CUk EXPOSED 6" CURB y rS! TE cOORDI N ATI ON • ,1 ( ---- 0 J�{ 184'-8" OVERACT + I I �1��- _____-__.--._-__ _ _.__-.._ __ PLAN .,• fly • `---- - - loin Scale Date - iii , SITE COORDINATION PLAN /. AS NOTEQ s-7-99 ---'~~'_ �, U Willi PLAN lriNORTH �� A � "• ' - --"--�" SCALE: 1/16" - 1'-0" Sheet No .. ,. __ ______-------____ ______ ____ _____ ___, . S P 1 . ,.... ___. . .......__-...„----- _ ._. _ __•_., _ . . -_ Aivt 1 1 1999-1111240 __ _ ` 1 (. 1999-00551 MIP 1999-00223 NI.M I9`/ -111 l 7TIM DARTMOUTH of 101 q • .. . . . ti If this notice ,rlrpear s clearer than the JUN a 2 2000 ° f ' dOctInlent, the document is of marginal quality. •-• ,-• . IT11C1011l11TC(1 i4 ►.•. 1��I� i�( �i�i 'Ij;jlllliil�l i i�iilliliij�I ..j..... rlfl}ll,' i,�,_�+ r!f l I IS I i ll ,Fiji; ; '!Iijijililillji Iiijili(i1i�' ;i i ijlllli�ijiiij! I ,jl�IIIIIIi�i Ijilii 1 INCH ��oE�M a+nu► I :31 ti — __ I � . tli, — - '; ' I I I II I 11 111 I (I i ((ill liiii 1111!!!!* hill 11 1 1 1{II i' Ili' Ili{ I' '1 I. I''illll lin ( itlll i1 , t"t t t t Ilft") t `1111 I all a IIIb III," 1/111111 I1111j111111111iiiiilt� �LIIi1111�111111111,I111,1,11„��"IIlum,II,ijl, ..IIII,,,,� :,.Ilt,.,1111.flll�(.1l�Il iimi Ii,LjJIlMlmili. Iiia, ,Il....l•111.1ui,tl III,,..t.i1111. (III 11 Ili. iii,ilji„:Illi i1,IIJI,,,...111I1 „II Ili,, ,111,111+1,1,1„1,1 11, I • ... . l • t ` ., t • I lio, • ". O •i • um:. Revisions CONCRETE TO BE RAISED ALL EXTERIOR BOLLARDS 6"0 SIGNAGE NOTES:, FOR PROPER WATER RUN OFF--. ALL INTERIOR BOLLARDS 4"0 - mill Date Descriptior 17" 12" 12" { U.O.N. U.O.N. 4" OR 6"0 STEEL PIPE 1. SIGNS TO BE 12"x 18" PLAIN 1 1/2" R 1 1/2" R ,--1 1/2" R FILLED w/ CONC. & - a � �� -»--- BAKED ENAMEL (TYP.). - ! - EMBEDDED IN CONC. BASE PAINT: OSHA YELLOW -� '�-"""" """' • .. it NM 2. LETTERS TO BE MIN. 1' HIGH. • ( • } I- __ 1/0841 • ABiESt: ,_,---SIGN TO BE PRCVIDED I I WHITE BACKGROUND BLUE BACKGROUND _ -"--•----" 3. WALL MOUNTED SIGNS TO BE - BY OWNER (0 S.I) I O BLACK LETTERS WHITE SYMBOL SECURED TO MASONRY WALL Al BLACK BORDER _t•, ''' ' WHITE BORDER BITUMINOUS JOIN 1' CORNERS (TYP.). `1�Lf,..1:. ill �- MINUTEr • • ••• •• •• AROUND PIPE4. POLE MOUNTED SIGNS TO USED A R K I r J G "_- 1E1H GHS(MIN )E TOP OF SLAB OR ASPHALT-\� w- ---•d-• STF.NDARD SIGN CHANNEL STORK _ `-` ' EMBEDDED 12" MIN. INTO CONC. : i . BASE, UNLESS OTHERWISE NOTED 0O o . u' 0 0 1dQg:. "'"""�" ON CIVIL DRAWINGS. PARKING C U S 1 O M E R * --- I DRILL OR DIG ROUND HOLE- _ PARKING B Y WHITE BACKGROUND 1 I i t CONC. FORMS ARE NO f. REQ'D y�' 5. CONTRACTOR 10 PROVIDE SIGNAGE r - • PICK -- UP � r� I I ry p h BLACK LETTERS ' Till- 1=��1�: II AS REQUIRED TO BE IN ACCORDANCE EXPECTANT I I �K - lJ P `: DISABL`U, BLACK BORDER 1111, it"'i= b ,� s WITH ALL STATE AND LOCAL CODES. M UTH ER es 0 as mg. • �" ' ONLY PERMIT LETTERS TO BE M4 __CONCPETE ■ III6. REFER TO SITE PLAN FOR TYPE AND PARKING ONLY- ��1" HIGH �� BASE LOCATION OF SIGNS. ` BOLLARDS REQUIRED AT BUILDING CORNERS, _ iii i Ar Ar_ —a •. — 4 END OF TRUCK WELL RETAINING WALL, ROOF o 'II -_• em LEADERS, FIRE HYDRANTS, WATER METER, �� o o GAS METER SPRINKLER RISER, TRANSFORMER, ------ -a -' & ALL UTILITIES AT LOCATIONS SHOWN ON • . 1111 o v U THESE DRAWINGS BOTH INTERIOR & EXTERIOR. IQ. 1 LQ. 4J W :J P . ,,, 1 w"10INATE LOCATIONS wi ALL U11UT1ES N .r ' f STORK PARKING SIGN • CPU PARKING SIGN Imo' DISABLED PARKING_ SIGN I MRu nap REPRESENTATIVE, 1�IN" •'` 111E111OF TYPICAL. PIPE BOLLARD � ---- • 1. 5 DETAIL. OF PARKING SIGNS 1 DETAIL INTERIOR & EXTERIOR TYPES 1, SP1 .P9 SCALE: NONE SP1•P ' SCALE: 3/8" = 1' -0" ill �__.,�.._..�."...,". --�_.�......_ _ ._...., ..�. _ MOM 1 1/2"0 GALV. STL. PIPE GUARDRAILS 4__ NOIL "A" _-- r' (TOP & BOTTOM)- , -EXTERIOR MASONRY WALL. w k \• ---BABIES "R" US CONSTRUCTION ..'.;'• I t v fin• l n.� • SIGN DECAL. PROVIDED BY II ' I 1 , ' 1 1 D ra w' 1 1/2"0 GALV. STL. PIPE SUPPORT T 1 I:' POST O 5-0" O.C. (MAX.), CORE rIC References — - . BRI, INSTALLED BY CON TRACTOR, �_ a ON PLYWOOD SUPPLIED BY ��_, Sr t� CONCRETE (4" MIN.) & EPDXY GROUT 5 CONTRACTOR. INSTALL DECAL a PIPE SUPPORTS IN PLACE (TYP.) 1 I ( 0c1P3,4...3f, -� `�' •• �, 1A - PER OWNER'S REPS. INSTRUCTION`_, T= .. ^- \ No 1 Urawlnc�s 3/8"0 5.-.TL. ROD(MAX.) ALLUSTERS I 1 I / �� ll��ti �' ° �y O 1e't�I'y� I ,/-- ``� r., O 4" U.C. / . � - - _ A ,. .,..1 , ., .,.. o �: < NU1E „C„ II k. --v----t - TYPICAL , x 1 LL < ! Q II \� / /--/-i) ��" - "" g /DASHED�• LINE INUIC.4TES EDGE STL. PIPE BOLLARD' 4 i0" I�IN. JO" �IIN. 30" MIN.„-----_.._._ �r -.___ T _ -1 I y 3 1 • 1 r OF DECAL. WRAP DECAL. 36” MAX. 36" MAX. 36" MAX. OM MIMI, __ ii _ • '� EDGES OVER PLYWOOD EDGE. ��>l- .► , Z OOT NOTE A: "oT 6: ' ' - DG NOT CUT EXCESS DECAL Mme, t I _____ .__ _._____ -._._ —__ SPACE ENVELOPE FOR SPRINKLER RISER, DOMESTIC I:ON TRACTOR SHALL COORDINATE PLACEMENT OF 110 MINIMUM )READS IZ -t . RISER, GAS RISER, GAS METER, AND FIRE DEPARTMENT BOLLARDS WITH; FIRE PROTECTION CONTRACTOR, , f` ? z 7" MAXIMUM RISERS LI CONNECTION EITHER SEPARATELY OR IN COMBINED PLUMBING CONTRACTOR, HEATING AND A/C - 1"0 „EYE HOOK" FOR TEMPORARY LOCATIONS, COMPLETE w VALVING, PIPING AND ALL CONTRACTOR, TO INSURE AMPLE ACCESS TO RISER °R , ALUM. NOSING (TYP.) ( , i y„ EOUAL 3'-6" EQUAL 9" CONSIRUC110N SIGN RELATED ACCESSORIES. TYPICAL) VALVING, ACCESSORIES, AND TRIM FOR OPERATION, SEE SPEC. --, / I 4 AL NO1tS. REPAIR, MAINTENENCE, AND REPLACEMENT OF ALL '� _j \ 1. GROUND ALL WrLDED JOIN IS `.,Mui i li i ca 4' x 8' x 3/4" EXT.- / COMPONENTS FOR EACH RISER ASSEMBLY. (TYPICAL `x► PRIME AND PAINT. GRADE PLYWOOD I NO1t C: AT EXTERIOR AND INTERIOR SIDE OF EXTERIOR WALL) PAINT BACK EQUAL SPACING OF BOLLARDS SHALL BE PROVIDED L 2. STAIRSNlA&TRAILNc COMPLYING RESPONSIBLE FOR ALI -� PROVIDE ADDITIONAL SIDE CS WHEN �--- CLEARANCE TO 11-1E WALL EXCEEDS 30" FROM UNLESS REQUIREMENTS OF THE. ABOVE MENTIONED • 4' x 4' TREATED WD. POST CORNER BOLLARDS. CORNER BOLLARDS ARE CONTRACTORS CANNOT BE MET. MINIMUM NUMBER LOCAL CODES. SET 3'-0" BELOW GRADE ---_ NOT DELETED WHEN SIDE BOLLARDS ARE REQUIRED. OF BOLLARDS AS REQUIRED, TWO (2). 9 DETAI L STA R�ANDL REAIL NGOR 6 DETAIL OF TEMPORARY CONSTRUCTION SIGN 2 DETAIL OFPICAL PIPE BOLLARDS PLACEMENT '--- _ 'P1 •P SCALE: 1/2" = 1'--0" SP1 SP SCALE: 1/2" = 1'-0" (10 BE REMOVED AS DIRECTED (3Y OWNER REPRESENATIVE) SP1•P SCALE: 1/2" = 1'-0" — CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING SIGN PERMIT. ""''�-- ~ ' ��-8"0 x 36" HIGH DECORATIVE STL. BOLLARD -- LIMIT OF WORK LINE r'� ��r COLOR TO MATCH VALSPAR #386A379 "BLUE LILAC,'" - 1: MODEL: B-1 8x36 EMBED. STL. BOLLARD BID DATE: 6-7-99 w/ WIDE DECORATIVE COLLARS & ROUND DOME TOP 1• 636SP2 898636 FAIRWEATHER SITE FURNISHING & ACCESSORIES 1 CADD NAME: PROJECT NO.: - �� BY URBAN SYSTEMS, INC. BY CONTRACTOR _! -_ BY OTHERS ______` DRAWN BY: . JDF CHECKED BY: ___..1---).-) ' M'� - - P.O. BOX 487 COORDINATE w/ OTHERS 'I COORDINATE w/ OTHERS CONC. CART CURB BEYOND PROTOTYPE DESIGNATION: 1999._PRU 37K RSV. 0.99 TACOMA, WA 98401 I EXPANSION JOINTS PHONE: (800) 323-179'3 1 4" CONC. SLAB » -BITUMINOUS JOINT I!7'• 1/2"2. EXPANSION MATERIAL. AROUND PIPE - - & SEALANT 1/2" EXPANSION MATERIAL I & SEALANT - ©L=JO@IJ • ,, __._.__ / �-CONCRETE SIDEWALK ASPHALT PAVING �- — TOOL SCORED JC:INT L=JLT1_ ; 1087 7 WATSON ROAD ,fi 4_ _ ST. LOUIS, MO 63127 42. v PROJECTMANAGERS ILII -jr all, -1 1 c> 2t n III BASEt i —r -4:-I-II--x—x---`-x--x IL j CONCRETE I I -x— x—x—x—x x--x--x--x—" x--x;x—x IC p ''t [....Z: 10(x` "•'�"'�r v n °�II� `,� PR0 -4-,5,41 -----1/2"0 HOLES FOR 3 REBAR ;')OL'" °<��-. ' � ' 77-1----- (REBAR BY OTHERS #4 BENT DOWELS O 4'-0 O.C/ 'o° °° 4" CONC. SLAB ° IN �3 1 N EH /-N - - EXTENDED 24" INTO SLAB---' 4" CONC. SLAB lyy� �G • f ` . n0,� (3) #5 RUNE. BARS (CONT.) • -'- 8" CONC. Cllr<B cc lU, { F.Q. EQ. DONC.RILL oORMS AREROUND NQjHOLE. REO'D °" EXPANSION .JGINT (E.J.) TOOL SCQr3F.iL�OINT (S.J.) PRO.PRO. l" -J • H° Or RECORD: t' e" ,,AMEN. C. ALBER ibt, 1?"' '' ((,,,c, . YIN 314-821-1100 Fs C. P " OF DECORATIVE TYPICAL CONCRETE I DETAIL STEEL 90LLARDS 7 AllakDETAIL JOINTS TS ) , , AM SECTION ??'IRU CON.,tETE CURB (E..J. & C.J. __ , t�� e P1 • SCALE: 3/4" = 1'-0" •P1 SP +SCALE: 3/4" = 1'-0" P1.P SCALE: 1 1/2" = 1'-0" II� ",� , I, ., . ti ...._._._._� _______L --- • DASHED LINE INDICATES I I ___-- LIMIT OF WORK LINE �` � NUtional Office ' LOCATION OF CONC. e NOTE: BLOCK WALL (BEYOND)- _I -owl BY CONTRACTOR__ , BY OTHERS LIMIT OF ,\•:�' 7' PROVIDE EXPANSION I 461 From Road `- '" WORK LINE t�'� JOINT ® PERIMETER 1T-0" 0 CONC. BLOCK WALL (BEYOND) ' - — y / Paramus, �� 5/Ell - -_ 0 • , - RPP �\ OF RAMP. ..::11 599-7800 52 1' 7 1/9" 10'-10 1/2" V STOREFRONT FACADE / / , � _---- FACE OF E.I.F.S. (BEYOND) re.'08fe'SA, •1- "TO ,�- _______._. __... _ _ �._.__ A I HEAVY BROOM FINISH 1 This drewing is a Exclusive Property of ( 6"� B 1/8" 6" CONC. CURB w/ _ _ _ 3'-0"_MIN. \� ��0•OF • TOYS "Si" US. The information shown may 3/4" CHAMFERED EDGE y TACTILE WARNING AREA � / • � not be used nor the Drawings Reproduced 1 TRANSITION RAMP \ g p -1/2" EXPANSION MATERIAL ' CONCRETE & SEALANT -- 1/2" EXPANSION MATERIAL \ SIDEWALK /y without permission of TOYS "51" US. 0 SEALANT �� 7 �-- CONC. SLAB I Location 11 - 1 /-- TOP OF PAVEMENT TO BE \ //1 SEE SIRUCT. D1MGS. /1HANDICAPPED TIGARD , OR . r �o DISABLED SLOPE FLUSH WITH TOP OF ACCESS RAMP- iI ACCESS RAMP DISABLED ACCESS RAMP. FINISH FLOOR LINE 11 1:1?_ MAX._ MA ` , --- - -- x a^. (REFER TO SITE COORDINATION ��` `' _ _�- ate_` '�- ------ x�-z ..... ---... - PLAN ON SHEET SP1) TRANSITION RAMP--' �., tQP`<c. t-� . XA---.' x �_ �G�o`�P Drawing Title 4" AGGREGATE. �' ; ''x •x. • `" " c Nom' CONCRETE CURB �DE HEAVY BROOM FINISH SITE ��1.� ON ALL RAMP SURFACES IF NO rk ��Y ~� #4 BENT DOWELS 0 4'-0" O.C. , SPECIFIC REQUIREMENTS ARE Elk EXTENDED 24" INTO SLAB INDICATED FOR TACTILE WARNING �,A SEE STRICT. DtMC�S,OR CONC. CURB & 'LAE! REINF. REGIMENTS — SURFACES. ____ �`� SCaIOAS NOTED Dots-7-99 (3) #5 REINF. BARS (CONT.) MI.(. 1949-011244 t - Sheet No. Ntll' 1999-00223 8 SECTION . il,( 1990 00551 &HRU SIDEWALK �D FACADE RAMP t' 8" ISOMETRICDISALEACOF 4 BD CESS RAMP DETAIL .,.. I, i'.19" 19-00113 _ S P 2 1605 DARTMoU TH . P1 .P SCALE: 3/4" = 1'--0" (REFER TO SITE COORDINATION PLAN ON SHEET SP1) SP1 SP' SC ' LE: 1/4'' = 1'--O" 0 f'r, unU101 • •. •.(1.11.11111.11.11.11.0111111111.1.01.11.1110111111111.111111 • • d ,, r • If this rntice appears clearer th;ln the JUN a 2 2000 ' • • i;, document, the document is of marginal quality, IIliC10Illllll'UI .,. .. . R I . II', � 'I I I . . . 11111 I 'i i ' I . i '. ill 111, 1, it I' 1 i t , 1� ,► li , 1 ; ,. t , rill '1II1IIIIIi „ 11{III I IIIiIIIIIIIII , Illii(I:, , ,,,{, , � {II 1,x ,, 1 ,I ,� . 1 , ,, ; t�, ,�I� : ,II,�I; ,II � ,I:{II,1III gl'i Ijj',tllIh i hI1II`l Ililflji(I� 1 1fl11ll ISI ii jl 1 I 1 III ” INCH ill!ill NADE IN CHINA 1 I, / .. , .t 1 nl , I _ 1 t -�-- - i " i 1 t t� t ilk �`ii -i�` �f i� `� t5 ti ' I f i III ilial 1 I t ilii I,II I 1 PILI ifiiliit 'Ililil i illl'liii Ilial 1 liii 'Ili I Inn 1 ,• iii t itltll in 11 t tat t tt I' t tlunl t tt t nt t ttlilltii Itn,l n,I„ t uu t It ,I IIIIIIIII�IItlI,III.1.nillll�l,.,,,III�ILI,fII,Il.. .!llL ,i,l.,,,L,,,,.,,,111,,.,. 4,It,..,1.,..i.,,..,l,ii,.. li li,,.t.111,. ..I�Ili.hint.,i. miliiiii itl,,,t,Jllt,1.,,�lll,ifl,:�i,iitiliiii. ;d1 �,,tll,l�,,,..,{1l�I li III,,.. ,,�l��m!n:t�nl,ltt111n101111t,11, I. 4 f , y . , i 11 5/8" '...6- RIMMar 2'_8"„DIMENSiiN1S 0 PYLON'S BASE el4' '-0"4-4' DIMf:NSIONS0 PILASTER �+► CONC. CURB CONC. CURB CONC. CURB CONC. CURB P. 7 5/8 SEE CIVIL DMA SEE pyo Dig SEE CIVIL DMOL CPAL DW,- 179.0' FG I No Dote Descri.tion 188.5' FG is_.- s- .1 2-13-99 PERMIT APPLICATION '" (7-Th- t/ \ in 188 5' FG / CONC. BLOCK LE -- I 1111 ..............................,•4 ~ _ _ H, y Thy,/ m LANDSCAPE_ IIIuI SIGN PYLON--� AREA '" ��..� 4r / i w g r/ a w v m � a LANDSCAPE N N - i s ,i 1t;y.0' T.0 1 T.C. ( a 1' 3 5 8" in AREA 87.5 C. p p a LANDSCAPE AREA 4" 4" / a, m "* • w 7 188.5' F.S. Z w a • "w+ ! 187.0' F.S. J a Cr 189.0' IC 188 0' FG 185.5' T.C. 184.0' T.C. `,' °,° • } _- - /185.0' F.S. 183.5' F.S. 182.0' FG 180.0' F; - -- `�'� v 183.0' FG r 187.0' IC 186.0' FG 185.0' FG 184.0' FG --- 181 0' FG -1:1 ■ �„� o r � �. --- 179.0' FG I1 II r. NNW III NIIIWWMWIIIWIIIIIIIMIEWWW3MMO I m !=' 1b7.0' FG/ ! 0IfG V' ...... 111=1' - J / / HI .FG 180.0' GCONCBLOCK1790 FG-- _ P )m _ " �_ WALL AREA 1 � ,.. �� LANDSCAPE AREA ��- -- ____-._- -- -. - - ___ "- 6=1. - - . 111\--.-- ,,' ,_ _ i ______________ .' __ SIDEWALK -� , J '�-•--_� _ LANDSCAPE AREA ----•-: I` �" S . W. DARTMOUTH i `_ --------_ _ ___ ' i 4- 4" 17'-6 1 8" _ 10'-11 1 8" 4"i 4" r / 5 6" / ' .''i 1'-e PILASTER (TYP.) N. ��r f l'--4" PILASTER (TYP.) / ---- - -- --- ''-0' -_ 34'-0" !' - 34'-0" '-0' - - 34'-0"__ 0' 34'-0" "'-0' 34'-0" -0 13'-4" __ DIMENSIONS 0 BLOCKLILASTERS BASE Drawing References - -- -- - - _ - -_ - _ - -_ - - 3'-6 3/4"�T _ - - 198'-10 3/4' - _-- -_.__--- -___ _. ------r No Drawin•s I F' • SITE RETAINING WALL PL ■ PLAN N .�R NORTH SCALE: 1/8" = 1'-0" 6-D DASHED LINE INDICATES FINISH 9 TYP. 0 TYP. 0 7 D <4-C ® GRADE BEYOND T.O.M. 5•_.6" PILASTERS SCREENWALL I192'-0 AN1 G D 'HALL a T.O.M._ ---'�� 190'-8" e 6-C _. 1 �._ TOM FINISH GRADE a, "' i m _ _ �I�� N ^1111111011111111~01111•1181" ANWINWWw•• 188'-0" "' - _ ry i _.._- _ i �88,-8,- T.O.M. ,_� ___- . -�-. ry , " /� 7 4' - _TOP OF PYLONIII �. �`i �� n 1 f .1!...."! 6 T.0 M. 1 88 81. lea.- >i. .. _ _� _ , _ _ b 186 -0184 • ! .. al ' 11 tea -o �_. r, . 2 -- - - -- - - - - - ._ I I I _ -ter-"* - .�;�•--- - �_ BASE GRACE LINE . - ---I I GRADE LINE - - ---- - t 7F3'-o" l L - - - fi L i8'-o" 5-D 1-D -LL. 1 _..- - - _. - - - ._�- - J ■ WEST ELEVATION ( S. w._ DARTMOUTH STREET)�� BID U Al E: SCALE: 1/8" = 1'-0" CADD NAME: 636SP3 PROJECT NO.: 898636 1 ';iv DRAWN BY: JDF CHECKED BY: 1A.P PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.99 T O.M. 7-D 2-C P3SP3 192'-0" _ ion FINISH GRADE - 6-C T l`'iQ �O % ..' 10F 188.-6"-s- -__ID-- ..! -■ 1.0 M I 10877 WATSON ROAD •- • ._11111,:=7:111 187•_4 TOP OF PYLON ST. LOUIS, MO 63127 FINISH GRADE I �1 0L1 188'-8" ,_-_ PROJECT MANAGERS I I 3-C� -1---84'-07-- 8 T.O.M. Q 4-C C - - - -. - - 1 L1iv , 1 -_ _ _ .o _ FINISH GRADE �5� 131 N f ):i �.. -- `+^ 179 -0 BASE GRADE LINE -I'- ,-`„a` LUN 3 01999 4.`? / 3' • . lz i ' MI/52./. .-- ., 178'-0" - - --- (5-01 -D) 9 � - _ - - T - ` - STONE CAP �- 1'_5 5/8PROFESSIONAL , r,'E 'ON l'-7 5/8' OF RECORD: a [ - -- TOP of PYLON -`'i JAMES C. ALBERTS �,�, '�� 21, �°1�`� f� <1 D> t 0> ��3 > 11.1 1' 315/8" L1� 188'-d �~ -- STONE PILASTER ' - - 314-821-1100 S c. A`R) , +` e► ( .. . , . CAP T - _ STONE CAP PILASTER (BEYOND) .. .: NORTH ELEVATION SOUTH ELEVATION . .,. - . , fmii 1 i (BEYOND] 155? IJ =r T m 12" CONC. BLOCK t" t STONE CAP t- I /� r- SCALE: 1 `d" - 1'--0" SCALE: 1 �8" = 1'•-0" 0° , • / / w w/ HORIZ. REINF. i BUILDING MA ERIAL CODE 0 ! - .�..,, Ix 0 1'-4" O.C. VERT. T_____ _.__-_-L.,.!10 SCHEMATIC W i.� - � � Y, �?,�-..__.__ •1"� �, t" ation�;;� Office �I: SITE PLAN /KEY PLAN LEGEND �t c, 8%CONC. BLOCK v ,n 8" CONC. BLOCK i.� �.I ;� w HORIZ. REINF. I J `'' Y --7 $ 8" ' 1 F rbm Road .._.w...�. ,. • •R •• O 1'-d' O.C. VERT. ( rt (BEYOND) _ * p I / h • " v+ J Piro us, NJ 071352 �+ CODE BUILDING MATERIAL. W (BOTH SIDES) STONE PILASTER 6" t • :r In . r� I "� '."�"�..'�'. ....,... z y w FIN. GRADE I. 11 599-7800 SPLI IF ACE CONC. BLOCK WAINSCOT BASE, PAINT. 3 SILL CAP • } z V C„ --_-----. a 8" CONC. BL0 /. VARIES ' Coiv ;� • Y` w i w/ HORIZ. REINF. / SPLITFACE CONC. BLOCK, PAINT. STONE SILL CAP ( ~ ' I a;' 0 1'-4" O.C. VERT.------..„.....,, `,. (BOTH SIDES)- -'il FIN. GRADE This drawing is the Exclusive Property of J `, SPLITFACE CONC. BLACK PILASTER BASE, PAINT, !ti !-, .y. �' v, III�IiI. 9 p y ��I VARIES 1 _� • W 7 A t'+3 Sf8" o * 8" ' TOYS "`a" US. The information shown may ry ►•. 1 4 SPLITFACE CONC. BLOCK PILASTER, PAINTIQ:- w v> 16" CONC. BLOCK ,. I - �� _ _. __I. not be used nor the Drawings Reproduced + ti - -- - - --- a m w/ ,IORIZ. REINF. STONE SILL. CAP 9 P I - �,; STONE SILL CAP. �, ?^ • I' It :,/8" .. �1�"2" 0 1'-4" U.C. VERT i w -- ..... ._ _._ "WIPP � without permission of TOYS "Sl" US. a 12" CONC BLOCK , - ------ g i / , ; F, STONE PILASTER SILL CAP. �, } m w/ HORIZ. REINF. �. > vvi . f '• 2"� ,,11 a ir' • I w~o 0 1'-4" O.C. VERT. >- g 12" CONC. BLOCK , >'• o I 12" CONC. BLOCK 0'V -f _Ir STONE CAP a v (BOTH SIDE5) --� - w n m w H ) (/ Location • q I - (BEYOND)-- w mJ a / HORIZ. REINF, 1 ?� x� ._ . N 2 FIN. GRADE -_ .� �,� c n d o O 1'-4' O.C. VERT. K TIGARD , ®R .I l ]^]rJT7� F� a VARIES 0 ..,,i , " I I r STONE PILASTER CAP a t :,..- Q V ''•In FINISH GRADE LINE -- FINISH GRADE LINE , • , 01///81-11/1././I 'a CONC. FOOTING. (SEE STRUCT. DWGS.) �� I I y.. v'a ' / wCODE COLOREXTEND SPLITFACE CONC. a ; FINISH GRADE LINE `/111-88-/if EXTEND SPLITFACE CONC. j Drawing Title I � �� BLOCK ONE COURSE BELOW / BLOCK ONE COURSE BELOW _ 140R0 SYSTEM PRODUCTS" TO MATCH PAINT COLORS LISTED BELOW `'' & GRADE. (THEN CONTINUE I„ EXTEND SPLITFACE CONC. GRADE. (THEN CONTINUE W -�- - SITE WALL a / -..•- ..",,. --•----- a w/ SMOOTHFACE BLOCK. , 11888 PRATT Ac LAMBERT M2127 "SNOWFLAKE" w/ 5A100THFACF.. BLOCK / cr BLOCK ONE COURSE 3ELOW . TO TOP OF FOOTING //J• • TO TOP OF FOOTING) / a GRADE. THEN CONTINUE .........-^,...... l'i. /`/ / • _ . - PRATT ae (_AMHERI 2241 "CARUI.INA GULL" ) w DE. (THEN BLOCK {��I NPLAN 8c DETAILS � �f2L- rqj �- TO TOP Or FOOTING) - _ .. '� P `-- ii) GENERAL NOTES CONC. FOOTING CON(', FOOTING ° . " Scale Da 0 71999 --• COWL. FOpTINf; .. AS NOTED --_ �1 11 , _ SEE STRUCT. DVK<S SEE STRUCT. OWIGS. SEE STRUCT. DM. '."w 1 1 THIS DRAWING IS 10 BE COORDINATED WITH THE OWNER'S SITE ---- _ 1 f SPECIFICATION EXH181tS. AI SECTION SECTI I ` SECTI �N THRU SITE_ � , r� .sheet o. 5si THRLJ PLA- (E-� '* - PLAN NORTH THRU PYLON 2 SITE RETAINiNi; WALL 1 RETAINING WALL . -- - •~!41-bC' IyyN-Ull14q ri 7 AI.L SIDEWALKS, RAMPS, ETC. TO BE IN COMPLIANCE WITH ADA ra.c 1999-00551 SCALE: 1 7" - 1'-Q" P P SCALE: 1/2" = 1'-0" " A EXTEND SPLITFACE BLOCK ONE COURSE BELOW GRADE �P SCALE: 1/2 - 1 - 0 SP .P / 4%..m..... .Lwilikj ',. F3lIP 19y9-00223 RIFER TO CIVIL DRAWINGS k SHEET "SP1" FOR FINISH GRADES ' 7805 DARTMctt I 1111.0'099:eui t3 Fll . . PCI 9 of 101 1 If this notice appears clearer than the JUN 0 1 2000 . document, the docum!lent is of marginal quality, micro!11rneci • m t 111 I I III I IiIlI ► I`I III Ir ! 1 `! 111 I I I ; ! } ; i II ; I I , ; II; I ' 1 I i I I I f f I i ( i) ` I If (I� lili I r '1 I1I� ,Ill1li( �II:II,11ili I Ili( (iii il ) IIIl`Illiillil I 1lillllllil ! i lilll (III. .;.:',;--..j.71.'.':: Ryyt'' INCH '�MADE IN_CHINA d� 1 �i I _ _ it___ M e;:.; 1 enl: .I �` I.. i i. iT" )a 1 ii 1i ti-�. ...�[ 21- ti r!i` . it �* I. I II ;,ILII! I lillll 'I I I 11+1 iii Ilii lW n,1 i III! Ilh I ii •I II' •i I' I. I. , l• li n ttlnl I 111111 11„11 11 I 111 !In (1111 WTI, ,nIa ILII !li :I„ �ir �; 'Illlllllllllllllll I,I( ,,,,II!I�II,I,II},,I, .II}11,,,11}!II• ,I,,,.. ...11.i,,,,lllll, .,1,I.J!!I.!!I !I!!.�ll!!!I!!!1lIII! tlillil!I!II!!!!ILI!!1111111 IIIIIIIIiI IIIII (Itl,llltll!In1llllit, ll{) 111{III 11{11, {II III+ ! Il,Illll I. .III I ! I.. l r • O ,. X1 99R9_, .ES ABBREVIATIONSUS BABI ' 6ILi AC ASPHALT CONCRETE PC POINT OF CURVATURE i 8;. ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE 4 AB AGGREGATE BASE PI POINT OF INTERSECTION_ ;1 V 1_ BCR BEGIN CURB RETURN F PROPERTY UNEP _ IC -SITE . . .. J4• • STI - CENTERLINE R/W RIGHT--OF-WAY AIN • D • CMP CORRUGATED ME IAL PIPE S= SLOPE EQUALS L______11.. CMU CONCRETE MASONARY UNIT S SEWER CONTR. CONTRACTOR !i. STORM DRAIN CO/COTG CLEANOUT TO GRADE .�`SEWER LATE_RA�_ • DET- DETAIL S.O.S.S.C. ST.OREGON STRUCT. SPEC. CODE , DI CROP INLET SRW SEGMENTAL RETAINING WALL I UIP DUCTILE IRON PIPE STA STATION Ils\s DWG. DRAWING S . DTL. STANDARD DETAIL 0 r}n E ELECTRICAL SQ SQUARE - - ECR END CURB RETURN T TELEPHONE 1 -� EJ EXPANSION JOINT TB THRUST BLOCK OWNER (Demon) OWNER (Construction) ENGINEER 217 z EL ELEVATION TC TOP OF CURB TOYS "k" US ALPHA ENGINEERING, INC. EVC END VERTICAL CURVE TCN TOP OF CONCRETE TOTS 'R' US ' EX EXISTING TO TOP OF DIKE 461 FROM ROAD 1624 ARMY COURT 9600 SW OAK, SUITE 230 Si-_E. - z EXIST. EXISTING 'TF TOP OF FOOTING PARAMUS, NJ 07652-3524 STOCK TON, CA 95206 PORTLAND, OR 97223 0 F FIRE WATER TG TOP OF GRATE (201) 599-7800 PH, (201) 261-2409 FAX (209) 462--1858 PH. (209) 462-6438 FAX (503) 452-8003 PH, (503) 452--8043 FAX N CONTACT: STEVEN M. DUFFY CONTACT: J.R. VALENTINE CONTACT: DAVID HUMBER, P.L. w G- FF FINISH FLOOR TI TRAFFIC, INDEX RICHARD H. GRADE, P.E. � , � � FG FINISH GRADE IL TRAFFIC LIGHT pA17TM0 fH , + FH FIRE HYDRANT TP TOP OF PAVEMENT �� 0 5 TREE f FL FLOWLINE TVP, TYPICAL - FLG FLANGE TW TOP OF WALL. G GAS / GUTTER VSP VITRIFIED SEWER PIPE. • GM GAS METER VPI VERTICAL POINT of INTERSECTION INFORMATION LANDSCAPE T GEOTECHNICAL ENC NEER v • GB GRADE BREAK W WATER CHRIS FRESHLEY BRAUN INTER TEC NORTHWEST i I~I k GSP GALVANIZED STEEL PIPE WM WATER METER TAX MAP: 1S1 36CD 1020 SW TAYLOR, SUITE 355 6032 N. CUTTER CIRCLE • d C G.T. GREASE TRAP WV WATER VALVE .AX LOTS: TL 2000 PORTLAND, OR 97205 PORTLAND, OR 97217 n o 0 GV GATE / GAS VALVE C% DELTA (CURVE CENTRAL ANGLE) EXISTING SITE AREA: 4.66 ACRES (503) 222-9881 PH, (503) 224--7069 FAX (503) 289--1778 PH 2 \ k HP HIGH POINT t APPROXIMATELY ZONING: C-G (PD) CONTACT: CHRIS FRESHLEY CONTACT: CHARLES LANE04 d ,z, �, L INVERT EQUALS PERCENT D T CAV TION KRB g11�.J L CURVE LENGTH < LESS THAN L.F LINEAL FEET > GREATER THAN LOCATES (48 HOURS NOTICE REOU PRIOR O EJ(�._� MH MANHOLE ARCHITECT i-----6-- i TION BONITA ROAD I MIN. MINIMUM ONE CALL SYSTEM 246--6699 CASCO CORPORAT 0 MJ MECHANICAL JOINT (GENERAL TELEPHONE, NORTHWEST /. -' , 10877 WATSON ROAD N.I.C. NOT INCLUDED IN CONTRACT NATURAL GAS) ��oo'' ST. LOUIS, MO 63127 ' OCEW ON CENTER EACH WAY I, ' ''- (314) 821-1100 PH • .. - w �: u: , e d d < UNIFIED SEWERAGE AGENCY 648--8621 ►.M CONTACT: PAT MOORE, P.E. : 4 NORTHWESLij T NATURAL GAS 226-4211 I�' .('.1 • PORTLAND GENERAL. ELECTRIC 273-1600 "'A ' `• GENERAL TELEPHONE COMPANY 639-0631 , , VICINITY MAP NOT TO SCALE 1 COLUMBIA CABLE 644-4300 '!hi; t- }- 4 m o i Z Li Q 5 Q o5 rt w `p n cc q,- e/1 LEGEND __ _- • i ! < GENERAL IO ---- EXISTING SANITARY SEWER LINE I� firgEIMIMIEBEI - - EXISTING STORM DRAIN LINE 1. HE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK • 'CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER 1. AL _ STORM SEWERS IN TRAFFIC AREAS SHALL HAVE A MINIMUM 3 FOOT DF COVER TO FINISH , N - - EXISTING WATER LINE GRACE IN PUBLIC RIGHT-OF-WAYS. - EXfSTING SANITARY SEWER MANHOLE 2. THE CONTRACTOR AND/OR SOD-CONTRACTORS SHALL HAVE A MINIMUM OF ONE (1) SET OF 2. STORM SEWER PIPE SHALL BE OF' THE SIZE NOTED ON THE PL��NS. STOR', St:WER PIPE SHALL, c APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION -"-------- -_------ -------_-- ----__._----- -,, EXISTING CATCH BASIN IN TRAFFIC AREAS, BE ABLE TO SUPPORT HS-20 VEHICLE LOADING AND HAVE A MINIMUM S��FF.T �- ---- EX;fTING STORM DRAIN MANHOLE PHASES. SERVICE LIFE OF SEVENTY--FIVE (75) YEARS BASED ON THE MANUFACTURER'S RECOMMFNDA- - NDEX �„ ._ ._ ( ,.._._--,_._, TIONS. ; l'" . ,____, EXISTING WATER VALVE 3. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN • `�- EXISTING FIRE HYDRANT ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED 3 STOP SEWER PIPE SHALL BE AS SHOWN ON THE PLANS 1 1TTLE F ,• TO THE JOB SITE MEET OR EXCEFD CITY OF TIGARD SPECIFICATIONS PRIOR TO DELIVERY OF SANITARY SEWER LINE MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM 2 Topp / TPA? REMOVAL PLAN ! ( ( --- �-�-- A) C-900 PVC PIPE. �� i SANITARY SEWER MANHOLE THE JOG SITE AT NO ADDITIONAL COST TO THE OWNER. B) SCH 40 PVC DON 3 DIMENSION& AND PAVING PLAN �- STORM DRAIN LINE C) BELL & SPIGOT CONCRETE PIPE WITH GASKETS ASTM C-76-3. 4. PRIOR TO ANY WORK ONSITE, THE. CONTRACTOR SHALL CLEARLY MARK THE LIMITS OF CONSTRUCTION p ASTM D-3034. ` ��-� C• ATCH BASIN - GB, OSCE WITH ORANGE FLAGGING. THE ENGINEER SHALL APPROVE LIMITS. ) 4 GRADING PLAN - ��- STORM DRAIN MANHOLE /'�__. AREA DRAIN 5. CONTRACTOR SHALL ADJUST ALL UTILITY VALVES, VAULTS, AND LIDS TO FINAL GRADES. 4. INSTALLATION OF THE STORM SEWER SYSTEM SHALL BE IN ACCORDANCE WITH STANDARD 5 UTILITY PLAN PRACTICE. ALL TRENCH BACKFILL SHALL BE 3/4"-0 COMPACTED CRUSHED ROCK UNDER HARD ---- n..-- CLEANOUT 6. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. NOTIFY SURFACE. b PSN ol ` - WATER LINE ENGINEER IF CONFLICT OCCURS. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS 8" ` OF EXISTING PRIVATE UTILITIES. IN THE CASE OF CONFLICT, CONTRACTOR SHALL COORDINATE ) RJ`?i'AiNQVO R'+,Ii RAN PRL1PIiJ3 B• LOWOFF WITH UTILITY' OWNER FOR A RESOLUTION. 5. PRIVATELY MAINTAINED STORM SEWER SYSTEMS SHALL BE CONSTRUCTED TO THE STANDARDS W• ATER VALVE AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C. AS AMENDED BY THE STATE OF 8 DETAILED PLANSOREGON, TITLEDTHE 1996 OREGON PLUMBING SPECIALTY CODE[OAR 918- 701-0040(1)] •-...__ -_ �- WATER METER WA�j� 9 SYFE DETAILS • THRUST BLOCK 6. PRIOR TO ACCEPTANCE, ALL PUBLIC STORM SEWER LINES SHALL BE AIR TESTED AND VIDEO rArA --_ TAPED IN ACCORDANCE WITH THE CITY'S REQUIREMENTS FOR SUCH TESTS. STORM SEWER Ib PUBLIC T. 14MPP1(YV. A71�IJ�IA I'M°I . - - . _____ , _ FIRE HYDRANt 1. ALL PUBLIC WATER LINE CONSTRUCTION AND ALL MATERIALS SHALL ;, MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCT WITH USA/D.E.Q. REQUIREMENTS. �` -- SIGN MEET THE REQUIREMENTS OF THE TUAL-ITIP•1 VALLEY WATER DIS- �" TRICT. P.V.C. PIPE SHALL ALSO BE TESTED FOR DEFLECTION USING A MANDREL DESIGNED AT NO II PUBLIC T. DORM. •- IaARTTNOUTH 3 -- - UTILITY POLE LESS THAN 95 PERCENT OF THE INTERIOR DIAMETER. CONTRACTOR TO CONTACT CITY V":41-1 1 INSPECTOR FOR SCAN OF SEWER. CONTRACTOR TO PREPARE PIPE IN OREGON AMENDMENTS. 12 SIR IN( PLAN rTl+- - '- EDGE OF EXISTING PAVEMENT - EP 2. ALL PUBLIC MAINLINE PIPE SHALL ©E DUCTILE IRON, CLASS 57, '1 i - � TEMPORARY CONSTRUCTION DRIVEWA I. WITH TYTOW JOINTS. L PUNIC 5tMrT DEA Skrooll �`' - STREET BARRICADE c� p�� ilmell • } -' UNDERGROUND ELECTRIC 4. HYDRANTS SHALL CONFORM TO AWWA C---502 AND SHALL. BE APPROVED W PJB SA REE DETAILS ""'1 z t'� `•"----- - ---- LIGHT POLE BY THE WATER DISTRICT. 8AfA�t' IS 1PL,NNfTIT'llCi PLAN o ( - -- TELEPHONE RISER 5. ALL PIPE SHALL HAVE 36" MINIMUM COVER MEASURED FROM FINISH T 1 I --- - - - WELL - AS NOTED GRADE. ALL TEES, BENDS, ELBOWS AND CHANGES IN DIRECTION OF 1. ALL PUBLIC SANITARY SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM WI1H THE cT• 11 1/4 OR GREATER SHALL BE SECURELY BLOCKED USING 3,000 PSI 16 TRRKIATiON PLAN 1 - FENCE -- AS NOTED CONCRETE POURED AGAINST UNUI5TURBED GROUND AS SHOWN ON THE APPLICABLE SE.CTIONS OF THE SPECIFICATIONS OF THE CITY OF TIGARD. rr, ., 17 1DEi'ATI. SHEET ~' - SURFACE STORM WATER DRAINAGE DETAIL SHEET. 2. 6" SERVICE LATERAL TO BE CONSTRUCTED AT A MINIMUM SLOPE OF 1/8" PER LINEAR 18 IAN[ r-APE SPECIFICATIONS IONS r 7. C .: d V E D c 0 MONUMENT BOX FOOT- o orf 6. ALL BACKFILL IN PUBLIC RIGHT-OF-WAY SHALL BE APPROVED e" w •.4 BRUSH/TREES GRANULAR MATERIAL, AS SHOWN ON THE DETAIL DRAWINGS. 3. ALL SANITARY SEWER PIPE TO BE P.V.C. PER ASTM U-3034. I • l; I ;! CONCRETE SURFACE t 1998 • ` ;. -' `" rw� 7. UPON COMPLETION OF INSTALLATION OF THE WA TER SYSTEM, ALL A. )• WETLANDS LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMANCE WI fH 4. ALL NON PUBLIC SANITARY SEWER CONSTRUCTION SHALL MEET REQUIREMENTS OF THE UNIFORM L.J ---- HEALTH DIVISION GUIDLINES. PLUMBING SPECIALTY CODE WITH ADVANCE FOR SCAN. 1..., '-1►iP, RETAINING/SCREEN WALL , 6� N - RUCK, OUTCROPPING 8. WATER LINE CONSTRUCTION SHALL COMPLY WITH REGULATIONS OF THE 5. ALL LATERALS SHALL BE MARKED WITH A 2X4 PAINTED GREEN WITH DEPTH OF LATERAL If 1 . --- HANDICAP RAMP & SIDEWALK OREGON STATE BOARD OF HEALTH AND THE DEPARTMENT OF ENVIRON- CLEARLY MARKED AND MARKED "SAN". 18 GAGE GREEN TRACER WIRE IS REQUIRED. 4 "'""""'1 ► MENTAL QUALITY REGARDING THE LOCATION AND SEPARATION OF r, ^ �p S WATER LINES AND SANITARY SEWER LINES. FOR BIDDING PURPOSES ONLY srea ost . ri LC I 999-U0244 NOT FOR CONSTRUCTION `� _. ..,/ a(' 1999-00551 Bl 1999-00223 • 100% RGVi IOW SET -- o l ti PROJECT . 7�_""�, r:l�l"1�1��YJ�r1 N b. • 405-00j , 7805 UAR'F'M�)11'f'II _ 1 PG !0 �,t 101 _--- ____lir T.rr... , YPE OOIITRUC.__10N diminetwOm J if This notice nppe: rs dearer than the JUN 0 2 2000 11 q nalit,'• miLroflimed " j " b'^ MCUfllellt, the document is of InAI'QI11: � i 4 #'i ' ; ( 1 1 ) I ! ;l! 1 III '! i I I i 111iln 111111W111! ! ! I !1141 I i lir' 1 I I Ili1i illi:!! iiijil'liilili{i iki ! Illi!lswijl;! 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"; r;fl ... ,S N I 0 '� ROOT BALL S1 STEM CONSISTING OF ROOTS 2—INCHES OR LARGER. r,,,_.,... "'� Z_ �''� `< -... 1.. .r-,...,.-...,..r- --•-- SCO � 0 , f ..- 4. L...._i ' � — "— TREES SHALL BE FLAGGED IN FIELD AND VERIFIED BY OWNER'S REPRESENTA I1VE — 0 "— — , = w a ' 0 PRIOR TO REMOVAL. 7, Vim' FOR BDDING PURPOSES ONLY . r , 0 M El 1'1+19-1)l)l44 Q EI,C 1999-00551 • 131 IP 1999-00223 a NOT , . ' , .. 1'1,M 1999-0111 /3 i 7R05 DARTMOUTH •� _�:. you. % ;� .-......r itp - o P(i Il of 101 - d ..... r - , , I it ,,,,,,,!,',.1416.01 „Avoimoissaumme H ...........- rn•, 4 ate. 1 ?�i#+ig k t . �; 2000 `F-',� 4� '� 1�� f�;'��; t ,�: If this notice appears clearer than the JUN � Z '`'''?', "'• is current, the document is of marginal quality. �� ,qtr .t , , � ' �f �• micrc�filme�l G r ,,; ��1Ia(Ili IIiIIIIJIII�i i lIIIItIII nil T1riu �l, �I i Ii '� I ;'i I ili,; flii IIiiII!I i`illlili,il li l IIIIIIi1Ililli! 11IliIIIIIItI 1111IiI1I(I;I1 �r ) �� r. ti I t � ; INCH ��MAt+�NI CNINA � � _ ..- _-. __ _ , . .x.+ T 1 l -T t u_._ 11 U ft � i _ ii— 11 — , '' t,Ay" 1 f .. 1 I !�,� ,I ! ,�,i111 s,t11�1) (!11 1111 1,1,L1ii111; ;,r�flll!V1111111Ii111�.1111111111;u11;,1 �;11I111111111111111111:1111111111!11111 ,, . 1111III111111 111.1111R111.��,.11L�P jlllf11111111!!ILi.111,1111111111.0/1' _flat,l.�iili 1111111 iill,IIIIII_ i�ii1lli,�.•1u.. �{ 111ii�11. .111�t ILII 1. . •. 1 1 I it ,t+ r ,.,.... ., w.>_.. ... a. ,.+MY!ra- . .- ., - • r"� C 1 � E ":.-:‘;.1.;47.:*, + ' 4 • k-"-r. l JCtiY cd i ' - wrr:r.41 3M-`MNi 4.1t%1 •111V 4r..'54~ ' yt '4 zY .. . roT I. x. / xt a + •, , il ;1 '` ' I t • I C \-.._./ B F El ri D S , Ef> ow I ,, BID ITEMS SCOI 'OF WORK GEOGRID , , I, EOO7BIDITEMNO. 1 RETAININGWALLRK: RKTOINCLUDESEGMENTALBLOCK 1- is 44 / I A I G MATERIAE, I RETAINING WALL, COMPLETE IN PLACE, WITH ALL BEDDINREINFORCEMENT, BACKFILL, DRAINGE PIPING AND DRAINAGE ROCK BACKFILL, COMPLETE IN PLACE. IDI M NO. 2 CULVERT X tN N INCLUDE I _ rl • f; — I I 48—INCH STORM CULVERT PIPE, BACKFILL, AND CONSTRUCTION OF CONCRETE HEADWALL 1,i) di ,,) i �' , < ► `' it, COMPLETE IN PLACE. •,---- 4 8g ':' `\ i c;1D ITEM NO. 3 - DARTMOUTH STREET WIDENING WORK: WORK INCLUDES ALL S TREE T \ "' \ �� , . , i .) WIP_NING WORK SOUTH Uf RED ROCK REEK CENTERLINE. IMPROVEMENTS INCLUDE w• �� ` YNEW CONCRETE TRAVEL LANE, SIDEWALK, MISC. UTILITY RELOCATION, AND STRIPING. ^/ `�iv: 2 , / ii „, , ,., . ____._@„1,1410D,--- . . ,.._ ,_ , ... __ . . -,...._ 774*-1%.-------,:........................"%*• . . 1 _____ H./All/Pt t I \ \ ,S so . / i •-•. \ ATLANTA ST. . ° ' �. --------- _ _ IMPROVEMENT• 4c; :.., I., :: ,`,, :e - / i' \ \�� ` -- H- / —t 4 �. ' ;r444q,>� i N.'" - „.: T \. GRAPHIC SCALE • i i ,�,• 41 ' !Z4 ! �” \ 30 0 S 30 60 tY0 1l t I ;'j � ,-" ,i` k ... +;jar./ y� 'S r,'54t.,,,%. * ` #'1 ' No'''''', \ \ ;7� / ; '' •I 'tt' ✓ • ,frj �' Yi,l'.J76t��' t A Y'1' _ _ �l \ ' 1 __ _. V/ O >,C k,��yyrr qqr� S r ,. .,,1, 1 1 \ 3 , Q 5 r''�Sl7 q lye+' S ,�r u� ,� iv Y ,.Y. 'P • t \ S �O ■,'.. ^�.,:�,w 't'' ' a b ' ' ,.•,x,,•.;..1;;(•'4,74,,f,` ...:0•.'? / , ( IN FEET ) % 1� O . ,h ,,�, 1 9' �',,\ .� 1 inch = 30 (l. T'''''''''..\\, ., w ' t r r' r '` \ `\ I i i i , • •tt1 ,, '�P 4,,f.•,‘4+ 't t,.'�ti.� f `pr e J .� V , I+,' / . \ ' • ♦A . -." r"i' �f1�1,,gi y!"j,sL Pt'q4 ':r IAt. , •I ! ' Rl to 1•+1�,_ 1.� 'R'. ntti•'' ::,4: '<4�,; ��'.} 7: :;.'1'✓I••1• \ `� �� X 1 I t- tit" R c!ilt"w c' i.�(�jti1 tufa+ "E'' •t 13 w2 , .. I qc g ---...�,. , t ^� t. ,�;,�u SHEET LEGEND o • ,i, --..----..-"Ne---,e^seThf"--"Ne-N.--\._ 1 A - 4" CONC. PAD I; g \ \ TYPICAL- PAVING SEC IN. 2 1/2" AC/ 12" ROCK. SEE DTL. SH T. .„ I a \. .�., "' , " ; a t; y; ;�''M ''�� ' P` ti CON TR. TO SUPPLY \ \ - -2.: ,\ ,: r I< ;.. ...... 77' ' ' I , lo, �•. +� :r � I' "1' �`` �t+� ,j .s. .41 DIRECTIONAL SICN AND POST \ \ "' s HEAVY DUTY PAV'4G SE TION. 4" AC/ 18" ROCK. SEE DTL. SHT. " y ,- - } WORDING BY OWNER \ `�\ \ \ ^�` "• • 4 $ TR CK 110 _K BY + t}�jl,�"' ti' rt•'f M � '� C Q� ` "'�-._� �� \� / • L. 1/T OF BUILDING CONTRACTOR • ��- '` ; : ',w� � �. -� • �� CONCRETE PAVING SECTION. THICKNESS AS NOTED. I I la) r HVA I4 t,,� 1 ,• � ti �+.. � t \ �, '�\ �� \ a z 4 N ,� r o x'1,1�4 ' I '. ., r '•• \ Q o O Ce • /1 -all:. ,moi 1,4.- i, , i A g '' y�f� tic r '.ti`°'�;�y�'y:• .; • :?: ,. . .-4�, -'`'-_ it Y lg. a T�1+11 Q. I I I - _.-- 117 1 4„ CONS. SIDEWALK A, _ (, % ' ,; an,a, , } :1��_, r ,. tU 606. WALL-IMLH FENCE SY3TEII� ' '1 0n m cm Z, i . . -...--t ^ i l- +• _� i.•l'L • i!'r' . A •r t n ,.. 1,' s �_._ t \\ �, 5 Q _. '� I i E3Af3IES EEL,STOPS, I, i w ('---; 1_,J ^ "�, /'i�3 la'h 1,t.M'•� ,y ` � !- �. �"� �'f�ry.!Y .A ,' .. >' i•i • ' • AN N � N ---- .r / 1 +h�-► '''. �' k�r+► R t i d l ; LWE TL D l� H ANL'E�.E,N T 1 I V e*I l• .• • ;' ' t4 :; ,:..14-kits,:,_.',.. ;�,, , e, AND GRADING / PLAN 4 /''� F _ I z �' rim, •c;, •• . ' ' ,, t. ,f� , ; II 1 9 O. GO t 1---- !a ► �I > �% �� DER SEPERATE CONTRACT \� �.i ' ,,��\ - v �� I , ti, .•4.. ,rL1 0,,t''' :',;•••••••-?-i).4. t1�,I, S M ..o,�, 'tit "► s II tl 14,♦ fir" V t i, ' \ ITEM a q. f,I r -e Y, . t` ` \.__ BI� I I tire. - 2 i� I Q� $ :-•• '•fr;, �,�'''` ' -" ' \ • SEE SI-IT. 11 \ • •4, 1 - 7 FVc I ,,r,14.01 , \ j. �' o7/. eQ1D. V ^ rte \..... ` � �, .' Lk'I • Y ` '()---------...... IZ PULL r •I I I`?4I f /' i • BUILDING CONTRACTOR _ P� $ utt9 \ ,, +",/ , � 4" THICK CONC. Q t ,N ',�'+ ,,,',! ,�• / Jr ) ( PLAZA _ - rI moo ��?•(�' *, I, \/�. ] � ////f"/ •r ��I EXIT DUC'R AND RETAINING u _ �� C , :� 1 : ' ? ! ' \ L4� �/f.� ! -•,I �!WALL ABY BUIL iNG _ 1 C c, '.�, i , �, ►1,••�_ �/ ,� El_�CONTRACTOR •• 1\ I I I l ' I e < „oJ• N ,'� ,.�>, . _� SEE SHT` t ! \'� >/��`�. �, �/g t I ` t-t.s�' �' CMU BL K T NI $ S • ;. vi .i.Y. ' , • �?�y ti .._ _ ers6' �,'�' �, / 'Il r ''�``* 00 , . 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'/I r 1 . ,�- ISA O U T �.. - , .,. �, 1998 1 I + •1 1 Imo• .. �YM .,,,.••••••'-' s. l/Y. ` 0 0 \ gilloil‘ , -• I , v, �,,, "+ _,,,` i-.xa+....n.•..._. ...: -...,I.:s• ,,....,-•_,.:•we --- �ti` '�- /,+S1. U CU . ,, ,./... IL...j earars 1111111111.1"11111111.. .... ..t.. rim .M... ._ . ._... ..`- \ , CI -� _.._ .._.oro _..room. . . « . FOR BIDDING PURPOSES ONLY W COo Sit 1 , ; • .1 1999-110244 ( Nil* 1999-0(1551 NOT CONSTRUCTION L.) . f3Ul' 1999-00223 I'LM 1999-UU I LS Y• q 1 A `.Cly • • 0 7805 DARTMOUTH :_... i PRQJECT ;� , ' I N, 12 of 101 • • N 0. _..__ TYPE • . is If this notice appears clearer than the JUN 0 2 2000 • :ferment, the document is of marginal quality. ' iII1CI'U11liIIt'td ' . : + -t: t i i I (I I in i I i 1 1; I I I I I �.. • 1TTT�1�111(I IIlIiIIIIII�I I�I�I�I�(Ilj T"`l�{'ijfj �� llllll �I��I� ! .� f tI1I : ,iI,(i; ! . �ij:j�illij l Ili ;l(ill� ;t IIi�III�II�II� ► I�IIIII�Ij.Iifi; l ;il�;llil ' r,iI" iscN I i MADE IN Om„ 1 - ,,, ,,,:,4(,, ,,i t r� 3-7-T- , i I 14 it - T 11- if €f 1 f f7 1� t! n W tT . 3i •••• I II III IIIII I It{1 1�i 1) 1 I I I� 11ir!iii 111 (1i1�111111f11111111111illllll,ttlf lf1livim111!lfli{Ilii;10011:,; ll ;:„,,iItillI'��'i+IliViiurdlI'�11fl:i w,:Viii1,:milnilwiliiillin ll� 1 llrllllllllilllllll„r111111�1 Ilnilllilll,ll. 1�1�iIII��inllPnl l+1 l► ill3lsiii ilii{si_ 1i�t.I�i�l �!.1nI1�`Il� l �l l ._ • i; , • • . . • _ _- ...-...._._...._.._.-.-_-._-....,..__.._...—._...__�-__......... -__-W ....--____._ ..�._._..._._. _�._-..,- _.___.._.......-._.__ ,__........,................_._..._ • ItiN a c 6 • _ _,:' - �__ t ..-----, +! 1 ALL TREES, BRUSH AND DEBRIS WITHU$ LIMITS OF THE PROJEC I SHALL 6E REMO IED AND �f _-- .- __-.' IrT - ' I; F: , - ; J DISPOSED OF BY THE CONTRACTOR, ;11 , —.,.....L..... . / _ , \.._../ \_....., 13 I . . 0.-"" -, --. . . -,-....,...., j I pr _ .,,....,......„...„.„, . i 1° t~� ` ,,�1 i 3. EMBANKMENTS OR STRUCTURAL FILLS FOR CONSTRUCTION SHALL BE CONSTRUCTED FROM , • .:.�---- \ EXCAVATED MATERIAL ACCEPTABL ,TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO Gr2AUE111010, 'A --- \ ``..• , ', ` '-.r-- .._-► �.,. - ---'-- --- IN LIFTS NOT TO EXCEED $" LOOSEM ASURE, EACH LIFT SHALL BE COMPACTED TO 95% ,CF • ' `� �*-' I MAXIMUM DENSITY AS OBTAINED BY ASTM D-1557 COMPACTION TEST. %61 4 • ... . .__ ..‘ :,\,,,.,.:,.' , V I �� , a -.\\ ' s..--....::„.., -:.N. . N.,. , j \' IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR -§±1 ALL J f ./ ,-4, t ,�/ ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE NIS AC71:n71E5 ' ' ., a. I s \ I W 5 �, J r ? . , IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A r lc- \ ... .%........ ,, , ,. . .y \�` ___.. _..J PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. ..! i i J I k 4. UPON COMPLETION OF- GRADING, THE CONTRACTOR SHALL. CERTIFY COMPLIANCE WITH THE ABOVE \ •� � - SPECIFICATIONS AND SHALL COVER THE BARE SOIL WITH HYDRCMU!.CH FOR EROSION PROTECTION �'` ,:; ~` _ •-- - FOR SLOPES GREATER THAN TEN HORIZONTAL TO ONE VERTICAL a iir: \ 1 % i', `' .,,.� -" �`-- --- CONTRACTOR TO STRIP TOP 6" OF VEGETATION AND DISPOSE OF OFF SITE. THE NEXT 6" OF CUT MATERIAL REMOVED FROM THE EXISTING GROUND SHALL BE STOCKPILED FOR BACKFILL WITHIN �_ \ `. ,4 \` � 4111 ` LANDSCAPE AREAS. CONTRACTOR TO VERIFY THAT ENOUGH MATERIAL IS AVAILABLE FOR '.,.., to i ti \1/4 \ ` `��'` .'=` _ t_ANDSCAPE AREAS. 1\ 1 • IRP t \ I ,� �'` ` ;�, f/ 5. WHEN DOIA� FINAL GRADING, COIVTf�AGTCr� SHALL HOLD SUt3GRAE}E-ADOTAL OF 12-INCHESBELOW _m ' • \--, , t,,, ALL LANDSCAPE FINISHED GRADES TO ALLOW PLACEMENT OF STRIPPED AND AMENDED NATIVE ,(21',.) -' \ ♦ sats. �. ----, \+ `� ,J;,.�.AI,_GRADING SHALL BE PERFORMED TO A TOLERANCE OF ± ONE—TENTH (1/101H) OF ONE (1) I It" ` ` /14,,ar'� \ \ \' / FOOT WITMiN i UILDING AND PAVED AREAS. THIS TOLERANCE MAY BE INCREASED TO t ONE- zz • ~ t `` I 4. �` 1 ' : ti,k.;.. ` , HALF (1/2) OF OOT WITHIN LANDSCAPED AREAS. O / 1 , . P., . .tx: \ , ,1 1 \` 7. ALL CRUSHED ROCK BASE L�QURSE MA ERIAL SHALL BE COMNACTED TO A MINIMUM OFsiiii, \ ` �•.. 95x C7F MAXIMUM AS DETERMI D BY ASTM D-1557 MODIFIED PROCTOR. c►r'' 4p- Air � tee \ + "•• •.�.�..... w "�� $, ALL ASPHALT SHALL 8E OF MAfE AL AND CONSTRUCTED IN ACCORDANCE WITH THE OREGON M I , I/ ±..• 1 . \ �` ., `�. �,'` / STATE DEPARTMENT OF TRANSPUR TION HIGHWAY SPECIFICATIONS 111 ! 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','J�r..�t'1>nu• r., !` �`•- _ ii.......... aj ' . ..,. : . :.. '. , . . ,. ... ., i.g . .-,'''. If Ibis notice �ppettrs clearer IIIan ,he JUN 0 2 2000 document, the document it; of marginal qualil'• microfilmed iii Ijljljl 'I; fIfjl fjljl i Ijljljl I;I�! I�jjj�l lii�i�i I�i�l�i I�!j � H . ;l; !i ;I :117; 1Ni:1,11, 11i, '! ijij:j!`fji(i'i'iji ;i1i ' i!i;i 1.111111i 11111111 ! Ijlji1ljl�ijl iji,i1llllilll \„ 1 INCH (l MAGE IN ICHINe Y I '. I _ 1j - _ ! _ :i?i �� 3`� - 1 ii i f 3i • 4 1 II Ii11 ` ii� ! ii ( ! {iii li{ f 1' ,..i.h 1in11� ,'y!! i i II IIIr.r111� I ! I) (Ilr..1111 I N,JIlir111111 111111 1q1 11111111111111.11 I ilii 111,1111ii1111. 11ill1iil Ilili luflil' II f!!,!• r jlllr:ll.lliiiiii}.I�i:;��II1!�!!',l1111j!!!'I'{Iij{"111!1!!!!'1 !,li�!iliil!I{Illlliillll!III!1!!I!„!!!!; . r-- _ _____ _ __________ _______________ _ ________ i,.... 1 1 . , BEGIN `� `' .-- -<',. ? P I I -- \J �J . ��J .. • L_ EROSION CONTROL NOTES SEDIMENT �, ` �� .._, T ___ _ ii FENCE • . _ _..- rt;r I a •_-_ .•. " v-�•-:„ ,..,...�,„,.,--, _�. ' `w• , �� •C. .,,.+ --�*' "" I I 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATICNJ CONTROL DURING • 1 - "'' .' CONSTRUC11ON (ANY T1ME OF THE YEAR) PER THE "EROSION CONTROL PLANS TECHNICAL • V I ,I GUIDANCE HANDBOOK' (ESC) DATED: FEBRUARY 1994, AND UNIFIED SEWERAGEAGENCY'S DESIGN I pi 0'• . . - AND CONSTRUCTION STANDARDS, R&D 96-44 CHAPTER 8 '.; I • i° , .�� .� - 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN100o, 5 5m,": I ' �� APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, . \� '�:'; {•') '� ` / PIPES, ' \ \ RESTRICTORS, CHANNELS, RkTENTION FACILITIES, UTILITIES, ETC.) E I ' ` • '�"' :,, .., �` 3. III IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, t 1 ; \ �'-..'w'"'''+ REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE 0. T 1 �+ CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE CITY OF w + O \ , �\ . , .�' _ • TIGARD AND VEGETATION/LANDSCAPING IS ESTAHUSHED. THE DEVELOPER SHALL BE RESPONSIBLE 6P i �{ I FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE. LOTS ARE SOLD. q el I I I 1 • . 1.� \ �£' bb. , al . 4. THE BOUNDARIES OF THE CLEARING UMI TS SHOWN ON THIS Pi.AN SHALL BE CLEARLY FLAGGED w I I ,I ~..w :, ` t "';',,. "'= IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRC''CTION PERIOD, NO DISTURBANCE �� '� '''.."••• BEYOND THE FLAGGED CLEARING SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED \r„ g ` \ k. / l L _ eurcw BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. .1 0 • .� .: '� 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL. ' ' `'' ' �� •.,` \�y� r'" '� ' ' ` CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT a., -"sir-,�., �� ` AND SEDIMENT-LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE p, • I • ' 9 '`� `' �-- '� GRAPHIC' C ALE APPLICABLE WATER STANDARDS. I �6 �\ 1` `--'- '��; ` 1 i 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE 111E MINIMUM REQUIREMENTS FOR ANTICIPATED -��1 A \ 40 0 10 40 0 160 I ________ SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACiLI TIES SHALL BE ( I } I ' `, \I �.'^ . L, GRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THA" SEDIMENT AND I ..tea/t;� ICMII' `� �' .. •_ w -- ------ - -______--.-- �■ t•. SEDIMENT LADEN WATER R DO NOT LEAVE THE SIZE. �'\b. ►. • ' ( IN FEET ) I ' 1 • , �1 ,. \ at \ 7 THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR ANI) i!ij A I I I� *` \ aK 1 inch - 40 !t _ //f,, MA�NTAINEU AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING ►-- -- !- II ' R r , `\,\�• �'" ; r ` % THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINEF.I A MINIMUM OF II co °' �" % • �� /� 8 ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. I ',, \` -`'\,,\� \ 9. AT NO TIME SHALL MORE THAN ONE FOOT or SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A z ` \ N. `� `... �// , TRAPPED CATCH BASIN ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR 6 ( Ij �= '\ \ `I \ � ^.`•,.. % ` V� TO PAVING . THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE 5 I 1 �_ .� \ �,,`S1 w, ` �/S DOMSTREAM SYSTEM. �- oLucc • i 1 \ r 10. STABILIZED GRAVEL CONSTRUCTION ENTRACNES SHALL BE INSTALLED AT THE BEGINNING OF t r �1 _ ` . . CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES ' 1' f/ " �� `" ` /O /'..'' MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF s .�- I �% -I i \ ., ..,•.,, . \�'7 �. ..44'‘ THE PROJECT. \ r--_ 1 \ LX, '• 11. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT ,�_ _ `� �, 1 \ � ; .y SURFACES ARC COMPLETED AND/OR VEGETATION IS RE-ESTABU iHED I I' I , - / / ` � `� � • •�� • ` `•',/ A� 1 .. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSr.�Bll. � k;0\1 •�� SEDIMENTN�k �� ....,:-"-----\ ��/�. ? a I i I I �, . �'. : .' , 13. SEEDING, MULCHING AND REvE(ETATIGN SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR0 4:20 I A� • BASE 0 R1glNINC {a f •I. j I0 �.",� ale; WALL � r° ` �• ' EACH PHASE OF CONSTRUCTION 1 (15 I ` I ' I �•� \.....: �� ... ~�` ' -•...,_� t ' 14. IF THERE IS EXPOSED SOIL OR SOILS NOT FULLY STABIUZEU FROM NOVEIvt13ER 1 THROUGH APRIL :50, � I 1 . a r '•""••••••.„,..••• / THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT SEE SECTIONS 3.3.7 AND 3.3.8, t �.• TECHNICAL GUIDANCE HANDBOOK, FOR REQUIREMENTS. 4i 40 CONSTR. TEM ORARY �_ \ 'fAl � :,.,,•,,F ., /'•. %�: 15. ESC MEASURES SHALL BE REMOVED BY THE DEVELOPER WHEN VEGETATION IS FULLY ESTABLISHED. if CONNSTRUCTIO . ENTRANCE $ `m► , �, • \ • ^ L '-r 1 ' \ �' . j.• 16. NOTIFY LISA INSPECTION DEPARTMENT nl 844 8444 24 HOURS PRIOR TO ANY WORK (NJ SITE. fill a PER DTE. THIS BHT. ` 1 ' I ; • 7 • 1 / • :` >S ' 17. RECOMMENDED EROSION CONTROL- GRA''S SEED MIXES ARE AS FOLLOWS.• =I. \ ` TYP. PER!)" - + > 1 r 11 s ` c//. j ` /• ,� SIMILAR MIXES DESIGNED TO ACHIEVE E IOSION CONTROL MAY BE W W W L, I • V `� Ye , k • / / / SUBSTITUTED IF APPROVED 8Y WASHINGTON COl1Nl Y. �Qj fY 1 S` 1 U• li • . k, i ` ��/ Li END SE1MENT EENC \ ,\ .�� /.,.�;� ,/ A DWARF GRASS MIX (LOW HEIGH I, LOW MAINTENANCE): A A g 1• f , .� C' \U ` EU(A DWARF PERENNIAL RYEGRASS, 807. BY WEIGHT, • f . . \ �. • ' �, , CREEPING RED FE5CUE, 2D� eY WEIGHT. �" .' 1 Q^' I �, 74100: `�, ,•'t, / APPLICATI(NJ RATT 100 POUNDS MINIMUM PER ACR . • • \( a • \ (?1\\s\ C �r � ��• B. STANDARD HEIGHT GRASS MIX p ►- - - � . , . /1' ill �i •, i,� �� '\ � � ANNUAL RYEGRASS, 407 NY WEIGH T; i � w• �� ' �. , _ ��! �-,,.�,' WET' AN ' . �'.� ` rukT TYPE FESr,UE, 60r BY WEIGHT; Q• i! 'ilifiarkL �,��i � a� +' " - ` al -•► ,.• \. APP I ATl RAl 1 P UN S MINIM M P n A RL,� fY w (�• ��- �... \ / L C ON E: 00 0 D U E G E. 0 J �- 'min.._"111.1711� _ ' ,.• ,,i ��45 ' .�� ;,, // 1 Ll BE LIFE t F TE 0 ONF ANDc� Ll cX ci cn! 4"s°4r r • „��-. , �1taa, `'' rte. ^/0� ` . '�, rY` / .�' • '`� �" I� 8 ONE HALF (1L-01/2) BONS PER ACRE. I+' FIBER SHA APP A THE RA F I,/ t'1 �'� _ -� --- - --y� . ""^�... �' ', ��` `�- r - - �-�,/ �I 19. CONTRACTOR SHALL EMPLOY OWNER APPROVED DUST CONTROL � lilt: ..4. /' - -- �'�'�'` +' ��` tilitoVism...61,.........�. ..- A • � 1 f: �,:. � SU ES 5 F E CE. 1 �' , ~ l\ �`�,,, ` 4"4 " �1/. la / j�,, yYY/// MFA R AT IT_ NTRAN Y•„ '�,•- ,r• i.y` _. ..�' ��`..1 _` I: . . - � �•,u.�....�'_'' . . �~T' IN �� mil; • ECTION �- r;,r• <> - \ \ iaAmp , / 00/1 �•�- �'i`" -- -.,.;..�, .r,. ;,;�r+rr''- ;...:�'„ � T, TYP. ~ • _ _....... ,� ..� _,., .�„ _ _ . �.: � . ,1111,. . • SEDIMENT FENCE NOTES I ;.•-.'•.• r - .. .. ww.""`......_.. _--�_,v "•'�'+�... •` .. -, Air. „..-.- r �"'' ,+' / \ .._.__.__,.� �' 1 SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE _ r THE FILTER R FABRIC ��/ .r• "'"� .I,.,r � - _ ,, I� BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL „s ^�" �� '`'"•, - �� • /� �` BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6--INCH OVERLAP, AND �,. ''te• r ',► � � 1''7• " l � . BOTH ENDS THE OR �'; • �. -7-5-....„2 . ' d`, \ ` SHOWN ON SEDIMENT YFENCE DETAIL OON SHEET POST, 3 OF OVERLAP �REAP 2"X2" POSTS AND ATTACH AS / �.. DARTMOUTH a `�•, \ 2 THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. 1 d) °* `' - ._ - .•. `'� Q 0 ` THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY ` . - •- .--..... ..-r,..• ..+� .. O �, \ INTO THE GROUND A MINIMUM OF 24 INCHES. u �� ... 1• 1 k. �`�� `�^ �G lr \ 3. THE FILTER FABRIC FENCE SHALL. HAVE A MINIMUM VERTICLE BURIAL OF 6 It:;,'HES. ALL l�.i L _ :;i , . /�/fi��y17' '_� �� C� 0 \ \ EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND '��y'j�, � �'" '`' COMPACTED ALONG THE ENTIRE DISTURBED AREA. • c) ,.. %� • %.•;!% , ,L_ 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS '.,'-4 FOR ?"X2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE. UP HILL SIDE • OF THE SLOPED AREA. /4,4" 44�� A Q. q 5 FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE. SERVED THEIR USEFUL PURPOSE. • MAY BE USED SHORT TERM •P"'#' ';;♦, i p • ti0 BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. rte. W/ UTILITY WORK AND W/ ; °•~�' �" ,. ��'%'•' Fti F PHASING OF DEVELOPMENT •• ,� ,lipv, iy�.� t" ' 4 Lq f: FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER /i ^ EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS 1 .,�;� , _iij:•� 3 'liy� \O• SHALL BE MADE IMMEDIATELY. �y ,. L _ -ri.. .t� 1 'I , , ' ..,„,,, 'i d • i d 1111:;: NIRiON --160' �,,yy�, � e, a..l I - - INII�I I %•' FILTER FABRIC MATERIAL I f OND MAINTENANCE NOTE:, C:::) I Illialigniiii! N 11111 ( +,;:fir�/ %;• 36" WIDE ROLLS --� FADRC USE STITCHED LOOP'Sr/9 II _ -� IiIII1I Imo'tif __ -=":4.=.11 * •'r �� /r- ,.,' OVER 2"x 2 POST., 1. INSPECT POND A MINIMUM OF THREE TIME: A YEAR 1MTH ONE INSPECTION OCCURING AT THE ►iD . „ MATERIAL-� " 1,• folio.= 4411 1)11 -=iiia s^ Yjd, \ ` TIME OF LATE SUMMER/EARLY FALL FLUSHING" STORM EVENT - 5 a ,' : r _' �" ' �1 % '�a !v / 2. INSPECT OUTFALL STRUCTURE AND FLOW--CONTROL PIPING TO DETERMINE PROPER OPERATION. ,e;,,,'„,• Az .15041#-: _':_= 1 3. REMOVE SEDIMENT WHEN DEPTH IS GREATER THAN 6 INCHES IN ANY LOCATION. n ig CATCH �A IN AREA DRAIN ,,y, �:_ _ _ . = _- 1r/ ii��♦,t, / 4j e I #cc i f O 4. POND SURFACES INCLUDING TOP, SIDE SLOPES AND BOTTOM SHOULD BE MOWED A MINIMUM OF (...) 2 %'�• NOTE: yi� �� "�: 1 oriii., iii i ii iii cv 1 TWICE A YEAR TO PREVENT GROWTH OF UNDESIRED VEGETATION AS WELL. AS FOR AESTHETICS. • i� %'•'� `�"'"t PLANTING PLAN. +I%, i' STAKING OF GAGS MAY BE '•!;�• 4 i/l,�;' r - /�/fir REQUIRED USING 2-1"X.2" I � ' I. -''i -�, 1. AS DIRECTED BY LANDSCAPE: ARCHITECT AND PLANTING PLAN. _ 1__ I ._ �r• =�•r 4 WOOD STAKES OR APPROVED �� A i A EQUAL PER BAG. _�/ pgI I IIfilA11' iLUW �•\ R. MAx SPACING QQ'��v'ry Qa //'� \\S . CD11 PLAN VIEW , .� iilin �,� 1._ •- - - I,;:�'��^ 6" OVERLAP FRONT .yIEW SI21 VFW �� ,• :40-'1'01 ; ��?'r tiid '''''',.„.,.,,,,y, S�ai �, TYPICAL / .� �i . PLAN �,'`r� PT. A'--\ ANGLE BOTH ENDS OF rl_TCR FAP,;tiC /� •,•6' • - • �• �° • 0` p ' ' in a r,; p7.'e' TO ASSURE SOIL IS TRAPPED 0 • n r •. • e ' . lir.,.,...„..,..„ _ FLOW � ,�.,, '°� µ 1. DORY BOTTOM OF FILTER FADRIC 6" ' �,• . / • J`'c •- - ;!� VERTICALLY BELOW FINISHED GRADE. RADIUS - 25' MIN. ---/ (lc- citn1.457 • 7 r■I�r ^r ■ ■• ■ • ,. O �[`�QO2` cv '. will. 1999-U02442. 2"x 2" FIR, PINE OR STEEL � \ P `..�.._____".w... �, ! FENCE POSTS. CLEAN PIT RUN OR 2 -MINUS GRAVEL I I (' 1999710551 i--' ' PT. A MUST BE 6' 3. STITCHED LOOPS TO dE INSTALLED Vp1111"1"' 11t1P 1999-00223 1' , .' ' _• ' -DITCH BOTTOM HIGHER THAN PT. 'B' INTERLOCKED �E "' - �----� 1\� y U 2"x 2" FOS f5 UPHILL_ SIDE OF SLOPE". SUBGRADE REINFORCEMENT • 1to LL se - I�ifLNllly RTUt�(i_s SECTION A--A (MIN) SECTION A-A AND ATTACH --' 4. COMPACT ALL AREAS OF FILTER FABRIC GEITEXTILE, AS REQUIRED FOR BIDDING' Pl POSES ONLY I,1 P 7305 DARTMOUTH PG IS of IDI � TOP V(EW TRENCH, + r DITCH INLET BIOFILTER BACK NOT AOR CO ISrtRu TION ` ..•,.._.,,� TEMPORARY BIOFILTER BAGS AT ?ITCHES AND SWA1,ES SEDIMENT RENC'E TEMP. GRAVEL CONSTRUCTI N ENTRANCE 100% R .• . I ROicT W113 I o NO SCALE NO SCALE NO SCALE -_ NO SCALE 061 -- TYpE c711 y/ • • y:,,' x If this notice appears clearer than the JUN 0 Z �� t'��!'tI, <z',. Vii. • • ' .:r.• { E�.� +�' I'. tt the document is of marginal ualit ie rofilmc cl umel t, quality. , Y m , ,,.. .,, ,: . nl� A. ,,' i, 1,1.�� 1 ,aq,. ' • T�'1�11I li!�III I�I�I I�IfiI+I IUf C�il , I R i is ,I .ii±i i(li Ifi llif! Iill`iilil � it �I1 ,I!I I�clli i . I Ih' I I ! INCH ,M I �� 1 I I tent t 3 4 _� i >+& �`TT -- ,.-fr-. tl' ._ tir a , a _ - _ :r- -a , , , II I I II iiil I I III Iii ii I liii i{ 'ilii I' ''i111I 111111 1{III I t "I"' '^"t' Iltln n 111,1,1 1l li'1 i11 !illll' Illiiitlln11n11 I,nI11 I 111111111 V* I IIIIIIIHIIIIIIIIII.111),IIIIII,II,,.I111 ,111, ALIT,, •IIIII,I,I Illl,;,li Ilii•,, Ill holluthlll(r.iiolw il.nim.011111 . ..IlmOiiiil..h....innil Til 4111„. ,ALIT.III•IlIfiulnli1;1�1i11,,:,,1Il Ili : ,,11 111 I ill 11111 }; , .y , ' 1 1 .. ------ __—_ _�. _�_ .. _ ____, ---- ._________ _. ------� �,,._._,.---__ - C 11) - - ., ...-....... .: a .._ t j r ; w�rw.v _.__... ___...__ 1 V U -i i 1 ig r .. 7 r V 1 ... :, ,_... � 2‘. $'-0' MAX SPACING • t \ �\ . ,, �, _ _ —OR STEP W I WALL x I `'ti . .. . _ JL STEP W/ WALL UN11 TTT s , li) 1 . T --� 187.5S y , �` \ ',� �� .-�• GRAPHIC SCALA, r a �, .w r �rll a i i 1 '.! "" - • 8' w ,� 1. c.^ ,r' 50 0 35 So 100 > SEE NOTES BELOW U I Nil_ ��' c�il,l+�et-_ ',t FOR WIRE FABRIC tM��2.4\ �. , t`' / INFORMATION • 9 • • _ • 1 rr3 • _�---- . qt, -__• r '`\ t r 1 IN FEET ) 1 1 rrr" ' 1 . _ \` \� ,g,;. �., r / 1 inch 50 f t r111�r♦ritt 1 111 �• r-1 , \it\ \ , ,. y` �� • ^ ti _ UK TAS -- L1 1-- O \ 5 c !.., ..;..4.% '/' -� L LIl -i LENGTH > ARING _ r. _.. • \ ir — _ , ..,..- L� 1909 N78'19'0TY T _A;Th. `\ • • • _ 1`' �. i+ • Le _ 1308 SOl•ll'8317 l r {]?i11aL �''\ '� �.J, r 1j • .�•.�- "• Idd. \t _._ . _._ CURVE LENLTH RADIUS DELTA T �,ThKT0NEBLOcK �. _a_�' \ 818t .a I L. .I . \ �_ cl, ase soo s•z3 39� , . T WALL .....: .' t, j •. . . . . \ . iii',,,,,.‘, Nir . .....,44.. T . .... ..... _ .. . 1 air i ?...."••-, ..."-. t, •; o.telc. '*.. DEPTH BURY/ `� I •�. �,�., • ,, PER FENCE ' _ _ i , J �.? SUPPLIER - -� 1, $ '` 1 ' 1�r OfiIL.E BABIES 'fl' 1JS ,� ,�,, 4 71. I FF -1910.Q0 �' \. 11w-1io - Z 1 4+37:21 �y�+�, ,r #3 --\ —{a— • �' __:-_-.._-__J 1 ! D 7068'IE /!L'=aVS•i�Ao tr; i . - ,• ► sf+r i� 5" TYP. S \ 1 1 / FTW"t 7 \ �\ / • t � ew-t7 \ Na, KEYSTONE "� � ; A.� l ,�/ BLOCK WALL I • * )''''. , N • \ \ 4 I 1,4AVttc-l_E. �\ /' —_ - - --- -- �' / , :/ ' ' PLAN . I •;1' +rfi' i 3a MUTE CX�w�►r�Ucll�l` •• 1\. �' �� I 'fisl17 cx0 �'f ffilIC7M1 �'� • j' , , ,, / 8w•t7a a tf191G�CIPE or I /' \. d C `I'Q�s'� ,\e 1 / i ` •, rls;� FENCING SPECIFICATIONS ____. _ _- . --- -- o '�- I , � F�cr'•i�:� y.._ .i:s ..„,,,,,,,1"..:. -' `l' FENCE SHALL BE PREMANUFACTURED WELDED WIRE FABRIC COATED WITH c� - _ -- ' " R-`"�IY9' eFW1I ao 0, l �� /' PRIMER AND POLYESTER POWER COATED WITH A MINIMUM THICKNESS OF ,- ry a / 4.0 MILS. +r' . ''�-�,.�' ‘� • r"-.1 ,f �\, FABRIC PANEL RECTANGLES SHALL MEASURE 2" X 6", ( I 11 11 °" 4. 00+ C �• ``-�: --- _...A.,,.- �- / ,��'" 'o �• WIRE COLOR AFTER TREATMENT SHALL BE DARK GREEN. ' ".~ • FENCE SHALL BE AS MANUFACTURED BY BERKAERT "NYLOFOR 3D WELDED u _ "� -`� `" ""='- r - �'"p0 .� r`.� ,,, WIRE PANEL FENCING" AND "NYLOFOR 3D POSTS"; OR APPROVED EQUAL. n _�- • "'--._ 9+00 ,- ---- ( ! FENCING SYSTEM SHALL MATCH AS CLOSELY AS POSSIBLE THE ADJACENT s ''' '., �•�_ "��s H I ` FENCING SYSTEM LOCATED AT CUB FOODS-. A g . . ........, . ....-- -0- \ 4. .. __.�.., _ — DETAIL Q FENCING SYSTEM ,7) a LTJ C: 1 7:1,..AN ..,-. t.... ..11110 tib t.... MEM MINI r IIIMIN Imo! MEIN MINIM Mw 111111111111M 11111811110 MOM MOM s •11111111 . Il 1 : * 1 . N I d . I FENCING SYSTEM PER DTA„ THIS SHT. I • i • • A I STD. CURB \ I I ,ons — MOM ttl�� two sr n.t. — .�. — r — MINIM — MO= s 1� — — 8�m ,0 �A// . 1.1111"111."111111A S P H A 1.T PARKING L 0 T IMO. UNION BID _ --_._. _-1 I I ' :,•,-... , r FENCING SYSTEM PER I I _--_— _— _ I I • KEYSTONE "COMPACT" UNIT , , . ____ DTL. THIS SHT. I I I __--_-_ _-_ TOP COURSE OF I _�.. U r ® . 8 BLOCK WALL "``` I ft�0 1tii0 I I CORE EQUIRED / (RECOMMENDED-`----- _ -LL AS a �J - BY SUPPLIER _mow. _... I 4.1-: FENCING SYSTEM PER DTL I I � • • THIS SHT. BID /'F,�A A1 p�0 GMF COr�T/N GEOGRID AS REQUIRED I7EM ' • wA M n SEs I I ._ WI , . I �,C l SNG fH�'-•._ r.., APPROX. FG AT ` �� I -�-- BACK OF WALL I _ I I 180 r 4— _4_ - 1 - 180 I I` I, Ici,,,,, i 1 OTT.�M OF FOOTING PER 4----- r• MANU. DESIGN. LOCATION \,, - r 4" PERF. DRAINAGE TUBE I . .. ___ SHOWN FOR INFO. ONl_Y •`'''-�.� --1----- I . ..... dill BASE LEVELING PAD I ",�► I EXISTING GROUND ,�i. i I AS REQUIRED ice'' J WALE_SPECIFICAI1QN$. I 0 I • �--� WALL SHALL BE KEYSTONE CONCRETE MODULAR RETAINING WALL I II SYSTEM; OR APPROVED EQUAL. I BOTTOM OF FOOTING PER] 170 J L. J f70 WALL COLOR SHALL BE BEIGE, AND MATCH AS CLOSELY AS POSSIBLE I MANU. DESIGN, LOCATION SHOWN FOR INFO, ONLY I THE (E) COLOR OF THE ADJACENT CUB FOODS BLOCK RETAINING WALL. - to ONQ o I WALL SUPPLIER SHALL DEVELOP COMPLETE SHOP DRAWINGS STAMPED I DOTTOM = 170.00 I • BY A REGISTERED OREGON PROFESSIONAL ENGINEER FOR REVIEW BYS'ikill r I OWNER'S REPRESENTATIVE. SUBMITTAL SHALL INCLUDE ALL COMPONENTS n i I OF COMPLETE WALL SYSTEM INCLUDING, BUT NOT LIMITED TO, WALL BLOCK, I _ _ ;. 0+00 1+00 2+00 S+00 4+00 IWO 4+00 ' [ c1 COLOR, GEOGRID PLACEMENT AND TYPE, BEDDING MATERIAL, BACKFILL MATERIAL a DRAINAGE PIPE MATERIAL AND SPECIFICATIONS RECOMMENDING CONSTRUCTION I __._....___.....____________ _____ Jit PROFILE OFiL I I METHODS. FOR BIDDING PURPOSES ONLY' ia' I NOT FOR CONSTRUCTION inEV 1".,50' H . •,, .• v 1"A5 V I.. _.. r. ..._ ._ _.. _.. .._ 1=111111 1111111111111.1 ..._ NOME �. ..... ._. ._ .� ..� ...�.. .... 1— .� ..�. .�. .._. .I.. MODULAR RETAINING 11AL�.. DETAIL a M 1 1. 1999-00144i 1999-00551 —__ _ - - -----_ 100% REVIEW i pRO cT B r , N0. 4'11601 INTO I9t1t) UO 7 • �e res as �m w= m� �m mem ____ rime t� N� mom sly �� mei N___ mom ,OCWITIUCTIde ;,..,.,r I'I:NI IyNy-0U�%3 Ll8,osfin k'rMOt_Jr'y • TE � .(i 16 of 10 I _ -- "r`�'r-"'T... ' ..,. . . •••''. •,. . ; .14 • . �f this notice appears clearer than the • JUN Q 2 2000 ' document, the document is of inrttinal quality - 11111 011111 C(I I�I�I�! �l�i !j !ji �ll!jijl i I�I�I�IIiEI�I ��Ij��j , 1 , I� ,, , , ; ! ;i�! !iii ;Iliji;; l ij!! ji�ijij! i�iji ;i�i�l� ;i I Ijlj1;!�Ijiiiji I Iljljljij!ji l; i !i�i�!�i• ! � .' 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S=0.0000 ---- ! i- ° 1�` 461I ^' �� POND OUTFALL 1 A . 45+22.5' BENDS ` � ' \ AND ORIFACE STRUCTURES r J ` ° W TB n 2" DOUBLE CHECK '�---- .__• _�--.,.�,�y I �� SEE UTL. BELOW _ • v v �p v (VALVE` AND VAULT i.v '-- ""~ OU T=169.40 aft ° v 1,` FIELEV.= v ° ° 11 �► o. Zr: 0 \- N atio\aftI. • AI ill v p p 4e: 45' LNU -z--------- ___ p I p \f/ \ ` MINN ) �,6,„N /W TB LANDSCAPE �`--- a \ w v v v v C`�? 0 rsctiR , �' SA�KFOk' AND T Q '; .� \ , \ , ' i^ ` t.. CONCRETE ° PA �p 0J C� / /-- SEE LANDSCAPE IONS \ 4 o . 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E D.: r . - - C. . t• ......- -- — 1 ii\ -..., A ., . t. _ . _ 4 tIk (_.};..,=: p , • ' ENTS FOR -----7"-- r __---- 4 R p4 1 �a • s o, : i v • PUBLIC WATERLINE � �. _- � - �� ....+�' r � p \` 4 s � �� *,y��..--�---'•�''-_ .•-- ��__ 4 4 � A g :1 Y .--**sEl b. • 1 IMPROVEt�ENI --- f r �. a / t. Q , .' r 4 'ala ..- >- m Q z v. .,....-- • b. A alliffilkiNitiliA' . 4. -- 4.--•-- ✓ 00.00.00 I'�' , _2,._._________________________._. 14 ( C 0 4 A �/ /��'�•ice'"' __ .- _ _ _______.....______ __ . _ _ . __ _ ___________ ___________________ . 1_ ,______.. 'M ' DO-AILED WATER VAULT PLAN DNAILED IMA I R QUALITY POND PLAN • . \ _...-• • P: 1 • ( N A ..,- ------ s vi l E r7--, f / 01417 I. _n, , v. ,-re:: tz. C?:,/ 'CA. 01%. , \ • \ � � '� /44 ACE El(VADO/4 l/ ) L L--- Sa L 7s -t / 1' ADS SCREW •" ADS� _ c_ , `W CIf ANEW T ''. C: 7' 16...) C1 CL A /1-i ,�> \ w \ raw wrraM U°11: c• r' I`4 t'C_49 4-,4- el 73 C._ /..107 I -____I _ N ' _ -7L_ b . '..k=111-., i W ,' SrURM SENOR an t 1/2 cu.rr • '� /1'-- V , , d + 1 v.. DRAIN ROC. �/� • a T. p N I V ► 7 weirmoif �/� —•r.�� ___ _ _ __ "� SUMP W ig ,.., 2'-•0. 1 )._a. I, 2 . •_, 4.1, • CD WATER QUALITY EXTENDED DRYU./A unified(40 _) POND OUTFLOW DEVICE ter PAINING NO 150 _ Fllg 4)44/11S T�1G OIIAMNG S�1E071J PLO'1 1•i --- i` C. A. FOR BIDDING PURPOSES ONLY `` LI) 1> s MIA.: 1999 UU:?4d NOT FOR 'CONSTRUCTION C $2 O PROJECT0•111•"'�•• it r� � MC 1999-00551 � I3U!' 1999-00223 PLM it/99-001 /3 100 CII EIISET _ -- — __ �. _ 7805 DAR"IMOUTH N O ,1716.g1M h PG 17 of 101 • • _.......... ._...N.•:...r:r. a. IK, - If this notice ai)pe^rs c' irer than the r ,.... ; JUN 0 2 2000 t ,current, the (I I)' U I1(iii is of marginal quality, ' ' • ' p11CC01iiIll_1i IIII��HIil !11 ;!{!� Il� iI;i I(III(I�IIIII 1 Tfi 11 1 : ( '!Ii'ii; ,! �I!',�i�ili�! ili(I(I(i(Ilf,i l l�f-i1l�iilj! ! �I�I� 11!ll�iiil(i�!'I!!l !i11 17) �1 M,ADM is 0404__...i M INA mit _ _ 1� ' 2 x II I 1 till 1 Ilt i:'1'i' I 1111111 1 +111111 1 11i 1 111 1111�!'�� 1i 11111 111111-11 11 1 I I!Ilfilll�llilllln'!lliiili�I!I!S�LIIlIi !li l'(Il1i Il!i�i'llilill(i !! il! I' ill!(! II ! !!�!ltEll!!I!!I ! !!!l�!!!!.1!!6�lII11>�'i !.I! !i!I�!lIIII!!I�!!!II!!I!�!IIIIII lhi I 4111 t li,1111,iiii::;,hill• 1111111 ...!1111 1111Mil! + :X11111,•,r1lt11�1.1111{I!11111r11. ,I _�I.. _ . moi, : i!. ...i•_. i - r._.-_. -__-__-- ' . i .. •, [ ____.____.._________. ,___. - - _______ ..,____, --------,---__ OUTSIDE. O► WITHIN -PAVEMENT I _______- PAVEMENT 1 i V�F� f . 29 I/2" SO. Ci. GRATE Via, • IN' CAST IRON 910 BOX- OUTLET SStZ ACS ---! WI BICYCLE �WRS _ NOTED ON DR WINGS -----�` ad a PROVIDE 24' BY ____________j .--- - • _ i i 4' THICK CONCRETE _.-�� \ �� ,' te a PAD (SEE NOTE 4)---- • .'•,• -- zo 4 i C T 8 HAND )- HAND TAMP BALKFIL.L 9U"t BEND - - - \ ;!;AROUND 1iJP ST-CHUN F -¢' MIN. -` '- 132' X• . /------ . .".1 � I a /7' YIELDED BAFFLE Z• >wv' '�r fl�tN1;£ v 6' ASfM 3034 PVC \` �_ 71.,4 ~ DPtTAT1NG NUT E%TENSI(1NA L __k.: ____ `� 4 '7U ;Erf;(T:_E DETAIL N0. 505) L - DEFLEC;TOR --J L-- } I 24"MIN. 1 SU , ! a "1 74' MN _ + MP �� ., I 1----- 1 i . \ NOTES, -It ` \ \ \ !, D VALVE BOX NOT TO REST _____________ ON OPERATING ASSEMBLY. ICJ24' SO. I/4" STEEL. PLATE ..'> OPERATOR EXTENSION �' 90? FEND INTERIOR EXTERIOR COATED na+_ T REQUIRED WHEN VALVE NUT W/ ASPHALT PAINT . IS DEEPER THAN 3 FEET r(•clWr-----2:).) 24' • FROM FINISHED GRADE NVERT E'_EVATION • 3> CENTER VALVE BOX ONI (LE•) AS SHOWN ON PLANS Z AXIS OF OPER NUT, 4) PROVIDE 24' SQUARE BY 4' THICK I I CONCRETE PAD AROUND VALVE 1•' "-- e4'-"--' O BOX OUTSIDE OF PAVED AREAS & AS SHOWN iN CONCRETE PAD DETAIL CONCRETE PAD TRAPPED CATCH BASIN DETAIL 5 1 rwwR n NO SCALE - ---- NO SCALE _ 1 Q1i1I17"N4 IRI'Mlulu.1 "" 04J - TYPICAL GATE NS o NO 1Irl+►R \,� \� ___ -- NpN SHRINK PRO;I WA DI 19N1VAL 5 0 3 , i • WYDTMOS 116MD .. .M.RPW Y1 WSW •.,,-- STAhDANO CAST IRON 111 AYE ANO COVEN -- PEN SPECIFICA PUNS si.EATAwu✓:...i . / uP&S., ROW W k ! //7 d 9 O A t` MIN. 0 w 14 An! I SIDEWALK ADJACENT TO CURB F,N15,1 u IIIB' CAST IRON 910 NON-ADNEsi,e z /I 1 I VALVE BOX TOR MOAKANE 'WATE11110HT PIPE PLUG `� �•'- /'- - - Awl i wTM STOPS .-. +�� 18' ') i' �1N, BREAK FLANGE / SIDE VAl K i __�._ l 1/�" ASPHALT CONCRETE MIN _ j 11111 y1 P�1fM0E 1/a•-0 FOR A • AX, • �' YIM11Ar1 as tl• AAWUNG TYPE C" / / : . i WATER METER \\ \\j/�\/j��I/vjv i ?..1<)'.1 -;4 7 • •�i~ 1111.4.0'1 •'!";!:•'•!: w 1 1/2\/•\'\4• DRAiN RU '\\//�•a?'4 a v a �a •�• • S •`t �.._' li 9I 1 • 12 BASE ROCK PLAN �F \ \!a. ': "/ / , ' w • " «R METER HUX s'. \ ♦ ` \ "`~ ,` d d • 2 (3/4 4) LEVELING COURSE / / /`/\/ /\/ {� W TAR PAPER (MOIST • .\ /j/ {' I- F- F- LL: • ( 1/2"-0) 111 6' DUCTILE IRON PIPE ••5 1 10" 1) --DOUBLE CHECK ��:' �:,:\ RESTRAIN ALL JOINTS V/ CJ 0 0 a 1' UNION EACH SIDE VALVE ASSEMB) r '�' �'�•• .. l 'FIELD LOK'_UR EQUAL GASKETS ``^ �'! ,4i liiiil • .,,.. le%) * • ST . A g, ..glv Pe i ' -/ �/ • \A,�' __�-_ 1.• `' I T.`\` 6' MEGALUG kr T A1NER .•' \ \ \ _-��//�; •�``''-- /. i`• 14• ////✓ GLAND (E BAA IRON)- _ - *� YI m QIi . �� I 4 4 1 `-CONCRETE PiER 6' GATE VALVLIECO,/I`! tYl CDZ 14 1� 1. BLOCK FUG. K M.J. - Q F 1. 'WATER ME TER .R..4• . i �I • �� _ ,, j • `' SIDEWALK WITH PLANTER a.o -. M.J. I I r. Il r - -- ; ' w d TYPICAL. PAVING SECTION N R�� • i STRIP AT CURB II [ fY L.1 ( U NO SCALE _ I w,• (ii SIDEWALK 3' MIN. - ``'l Cl R' n fO ......_ii I CRUSHED ROCK MASE - -�, BREAK FLANGC \' :_ :T .:1;,--•-..�`//\/� \\//\`//\\� •` V 9on0Y O< WYE ELEVATION ''"�/�- %\�\//`//, %\//�:,e• .• • • •. SJa'- r'011 PLASTIC PIPE S a' n r"-- 1 NOTE. ` ' • 1 HYDRANTS TO BE MODERN MUELLER CENIURIUN, A-44?,(OR APP.!) EQUAL) 6' MJ, 5 1/4' BOX SPECir'CATIONS / DEVICE 511E 80X TYPE N A OIL RES TWO 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLD�iNt, NOTE: CONCRETE ENCASE ENnaE WYE ucncw ANO 4e ao+o u cramp(4" A P • T C N RB. BRONZE ACTUATION NUT 3/4' - 1' BROOKS 111419 SERIES OR EQUAL TYPE "C" 1 1/2' - 2' CARSON 1730D P15L OR EQUAL G. BRONZE ^EAT RING D. WEATHER SHIELD CAP iimilir -5- 18" MASE ROCK INSTALLATION SHOWN IS ONLY A SUGGESTION. E, SAFETY SLEEVE COUPLING F, THREADED TANDAS WITH 'C1' RINGS CLEAN OUT TO GRADE DETAIL G. NATIONAL STANDARD THREADS 2"- (3/4"-0) LEVELING COURSE SAFETY CHAINS TO BE REMOVED, 1. DOUBLE CHECK TO HE LOCATED DIRECTLY BEHIND VA'IER METER. 1 HYDRANTS TO BE PAINTED USING R"1317 SAFETY YELLOW OR AN ALTERNATE APPROVT ll NO SCALE • 6" (1 1/2"-0) 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST BY DISTRICT FIRE MARSHALL. COCKS IF BELOW GROUND INSTAI.LATiDN 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB, 5. NO OBSTRUCTIONS WITHIN 3' 0 RADIUS OF HYDRANT. 3. DISTANCE FROM BOTTOM OF DEVICE TD FINISH GRADE., FREEZE PROTECTION, 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. -. AND CLEARENCE FOR TESTING AND REPAIR ARE THF MAJOR CONSIDERATIONS 7 VALVE BOX TO BE IN ACCORDANCE WiTH STANDARD DRAWING N0. 503 OR AS AI`PR[1v Lt i . T OR INSTALLATION. BY ENGINEER. BLOR. \. _- B. THRUST bLUCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. v1THIN STREET OUTSIDE STREET RIGHT-0'_WA� w•o.m.r [ NO 1KJul wrw, NO!GATE F3[SURFITVIC(ItYiWAT W PUN H EXIST.G 2' CLASS 'C•• `-. .�. AcumN v u1olAs 1NOr1ixNlo r•rur1111• �' OWNS FIRE HYDRANT G�. OLNSiTY <ma C01�ACTED TO 91X r1,07R[71►fi urrM„1•Nr --- --- �� _..._. DOUBLE CHECK DtRD. NO s0 a4•ta 47 •trRRwl • DRG ALE - I HENVY PAVING SECTION � n .'...•�•' __ _ _ R...01101 nv� "'"°°"'"'"" INSTALLATION • «N moos IIRle ASSEMBLY 530 r..'r'Iz;�, 1 ion 542 �y� NO SCAR 1 ' > ccrr or tK1A1r1 '"' I '� WNW&en amp"" _ - _ ?� - r.1YR�M,l SEC 1111 CX1ST. A c, - -T- • woo e o 004::. 11ESURFAC1110 / ///v' • �.f /�_-� �"IlesLtuilso• 01 . mot 1�� S ,•_,_ _ CITY WATER DEPT STANDARDS PLUMBING CODE �" • " +�• •+ / / O ' 44 4 F s�4/\ ! i 1 1 i 4u, ell �' ao goo o'/ THRUST BLOCK CITY APPROVEDSII- // -•i / o 71: FLANGE- FOUPLINI, In RETAINER GLAND-\\ BACKFLOW DEViC / ?� I I ,•f 1 it \� / o o O 9 �/ / / E to taltIC tl1/? N \\ - A DAP fDR �� ORANULAtE , 48 O 0/ // / DEDASNt[ T TSP/ \�/ Dplsm AS PEAT_ 12' MIN PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP 9SXOF �ACt[D TO / �S a O • ( ••.., FLS air /11 '., ! 1 ,� 1 .,i i _� '• AFA TSMQY 7PER / \ ,) ,, S ////,. \• ' MEGA FLG ob 'Lft ��_ FiRE DI-PARTMENT ,., S I, J I L �/ 04 Op //•, FLG OR EQUAL I CONNECTION /y Qq9 //�//" � CA • FtAGKi01 HIND 6' OPTIONAL AT THIS -• T ,C 9 //J�l \ "" Ml LOCATION r ' cunt b - - 4 � \ \ \ O O �� ' OSHA APPROVED LADDER 24' MIN ,:'T \ i V,[. �� •, r WITH ALUMINUM LADDER i.. •�"� _11=1 - O o o O o 0�. »t ltl' R •:+ •' ... .; EXTENSION 8Y UTILITY �.- �, ( C 4 0 1 c o I VAULT --- - - -__ _�. I.AiE.RAL PLUGGED CROSS WI a• O 4 0 4 Q i CONTRACTOR TO SEAL ALL . •! . PLAN OPENINGS iN VAULT WiTH PiPF' - \ 4 O 4 O • O 0 <1 o (3 ,,/,.\:„ NON SHRINK GROUT PRiOR GQNCRETE THRUST BLQ_CK _SCHEX1l� 1 1 TO BACKFILLING 0/2 O o n 3' MiN. 6' MAX. (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) _•_-- O ',o'1<'b't'Y ae .� '3',•.b.:6•C r GROUND LINE �� _ DAYU TOIN CURB OR FlTTING 90'BENE, TEE, OR 471;.:35:;) ' 22 1/2' 11 1/4' 0 �s' SIZE (INCHES) PLUGGED CROSS GENU BEND BEND _ (3 C O U • 4 01.9 01.J -- - �� ♦• O q O � LIIII44 4la� -t-- 3' MIN CLEARANI I. O 9 O O O . a 04.0 02.1 01.3 - _ = 4 . . ,, . - ----"- OSLY VALVE \ a HE GA FLG OR EOl1AL- ON OPENED B 07.1 OJ.9 02.0 01.5 � � �� ED NoTt"S - --.-,- t a 16.0 06.6 04.5 07.1 \`‘,....\\*/...:•:\ •' 4 \\• coNrl+E IY to plys.IA+rt cownaCssNE SIPFN01►r (H 4000 P I AFTER ie DAYS __ INLINE CHECK VALVE tR 26 a 15.5 06.0 040 ?4 6248.04 4.0 34 9 ill.1 09 1 3/4' 0 PIPE IEDDINF. AND ,,., o Pirovolp CONTRACTOR TO INSTALL a i n.I J I'd .•J I - - I AT [CCN PCIMT or TA/JeE14CY Of THE CURB RODENT PtPE ZUNE )) AT Gem COLD ,XXRT CONCRETE BALLAST 3 CU, YD. /-SCREEN ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.5.1, AND AN MATEMAL ZuN 44 4) AT EACH E DE OF R TKE STRUCTURES MiN, WHERE FLOODING DR (�'STANllON i NOTES• ))))) _ J� PIPE STAN I_ 1'27144". � ALLOWABLE- SOIL BEARING S1AFtIGTN OF 1500 POUND PER &QUARE FOOT TO 4 AT EACH END Of rtalVEwAYS HIGH •GROUNDWATER EXIS't�/ COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING r'7 6 MATERIAL TD PRE- ASPHIALT IMPREGNATED NON-L%IRU011G ` (TYP,) _1 RAIN TO DAYLIGHT OR STESSES, USE THE FOUO*ING EQUATION I. AU. CUi EDGES SHALL TIE SAND SEALED WiTH CRS-I OR CRS 2 EMULSIFIED ASPHALT ll+ (OIJAI di NTH A THICKNESS (R' 1 2 INCH INSTALL CONTACT CITY PUMPORe[NtMO AaCAs- (TEST PR(111JRE/Iso)x(,W10t%Cl NEARING 141 4$)4(TAe1J:OUR) " O ELE'dATION NOTES: 2. THIS TRENCH 11ACKFiLI. REOUDTE:MENT APPLIES TO ALL UTILITIES. ' rOw TN0 10�EE Npr MOR[ TUU.Rom i5 RET. UMP SPECIFICATIONS 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE 6 DEPTH C' �SEMVI IAA; LTJ1S1 t,.t/2 nw HEs SEE DETAIL NO. 561 C ►MOLE TO MRN I ON111A['1Nr1 J_WINES 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. TRENCH BACKFILL DETAIL T IAASE ROCK -- 4'-0, T-16° COMPACMN. 6rAsE POC11 sum] HE MIN J. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 1 Tr EA�A(* CX TO X12 BEHMD (11Iafl M MAX 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ++•/ FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM ENC{RCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING NO SCALE _� C 4 DR H I WICEPHOIE - J' CA KAM PIPE. -� OF DEVICE AREA REQUIRED. .k IO PLAs PIPE WITH COUPLING UTILITY VAULT OR RE PACO ODOR S. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHAD BE AS B coat M T;CESS THROUGH Ex14TING CURBS SwU• BE OR *EQUAL INDICATED ABOVE, ADJUS1 IF NECESSARY. TO CONFORM TO THE TEST al coat MILTED Std WITH f.D.G ____T F.D.. J-SAL T7J _�` PRESSURES) AND ALLOWABIF. SOIL BEARING STRESS(ES) STATED IN THE ILIIII <1♦t Mg! -1?A4 SPECIAL PROVISIONS. _ /�`� F- �B11:1117�I�-t0 7-� _ 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE -____.. _ PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON F .CITY Ei16Drte APPROVED EQUAL THIS STANDARD DETA.L. BEARING AREA 01 THRUST BLOCKS ARE IN SQUARE FOR BIDDING PURPOSES ONLY 11 CA 02 MEL: l y(l9-1111144 WINO r�wEw�4 7 No s FEET. ..wl�IN, �No s r� • Ao WENN D' NOT FOR CONSTRUCTION Elk 1999-00551 OIPA1+IYfl11 - - - - DOUBLE CHECK DETECTOR No IOIIIe1dMn Attl1D1T TINenv P a ----- STANDARD THRUST 13UP ft1-HU0223 STANP�ARD CURB DETAIL F ,: =*" i __. I'I:h? 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Y -- - �f . c., 4 1" 6� GR0�1�D _ 'h s SEE ORAWI:G NO 760-51 ! -. .._.--__._--.- IElks i T CJ : . - - . FOR FRAME AND ISIATE I• '°.. T W 1- BATTER _ (��l/ 8a- 6' 112' 4 A \ - 1-• RL)AU,1._. �` 1" 8 1" R , .•[ I P T / ' rd r/; L44, L___L r.0 A I .. / 1L.E2'2. 1 - .a_ SEE DS : 1 _ O` •••+��.•jIDITCH - .I,r., ,' �� L. -� ` " • .• a ,�'./2w' 1?• SUPPORT DETAIL J G • le • -- ii I SECTION A--A I t0s*..*�'�•'J i .••••••,• CJ t;' 7-1 ,.>. ""�� I - 1,.'W I; •,i&` i 1 it 1-' BASE COURSE J� 71 F. ,.•:1a1.. dJ,II, !. A TO IRRIGATION - - Z4 ---- w am 3n4• V S.1� I . 0 1 MATERIALS• Ca I • •I 1 _ 1 I Ll 13 _ J 25 PLAN _ - - ---T _ 1 FOR USE Al-OHC MEDIANS, GUTTERS MAY BE REDUCED WI1Ti PRIOR O - 2' X 2' X 63', 1% GA. GALV. PERFORATEll STEE_ P ST. . ...i�'.• ° PLAN ' .. MAx w R1:.1.3• I TO RESIDENCE �- -�j 2Q1/2' X 2 l/2' X 18'. 12 GA. GALV. Pf.RrORAT'tll i,..., ,,,.,a., k� APPROVAL FROM THE CITY Er1GINEER. I -- {EM,. \WN 10 -1--- _'IITEEL S\ °� � PLAN 2 CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P 5.1 AFTER 28 DAYS. GRQUND 13. 1-0 TIFFNEk POST �I�� t I/2' 1I�7.ultcn - S -_ _ __80��0„ ; .• __ C 1 r 1 METER BOX 3• I STEEL ANCHOR. r DOUBLE CHECK S. EXPANSION JOINTS 2 1/4' X 2 1/4' X 36', GA. GAL V. PERFORATED (.14..A8A" ° `� �l __�-- ------ - if Tr ��( l� / VALVE ASSEMBLY A TO 6E PROVIDED. 1B.' �_. .,I g �•r 11- j - 1 r 1L1LJ111J1-.LL 11/ _-° MAx ��-� I �Jh 1 Al EACH POINT OF TANGENCY OF THE CURB. I 3/8' X 3 1/2 , GALVANIZED HEX HEAD BOLT V iH - �X�a '11 = 2� AT EACH COLD JOINT._ � ° ° 8 H ��^ 3) AT EACH SIDE OF INLET STRUCTURES. LUCK WASHER, OR 5/16' CORNER BOLT. • SECTION B--B 4) Al EACH END OF DRIVEWAYS. / 7/16' X 5'. ',ALVANIZED CARRIAGE WITH FLAT AND ° I . ,, c il i 12' - 18` 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. t LOCK WASHER, 2 BOLTS PER RAIL PER POST. 11 • I- 1 ' _ -L B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 33" t_____:0 / 2' X B' CROSSRAILS PAINTED LITH REFLECTOR)�E UC•. -_w ,° - n � .° • • ; I %'i'=�1 ,•�!"•1� .!�� , WITH A THICKNESS OF 1/2 INCH. / RED AND WHITE PAIN'. . ,,4 '� 1 I/T. ,/1' YO COGL FLAT •AN---•�6t--j-O• ' 6.1_ - �6•.1fT-) J/s• 6..� ryrro:ORATC aAN•;n EA) - - --- �"� 4. CONTRACTION JOINTS: 0N I 1' UNION EACH SIDE 2EFMANUALONUNIFORM 1RAFFIC CONTROLDEVICES � ,SEC":TION A-A :,EL T I ON B-f3 I A SPACING 10 BE NO1 MORE THAN 15 FEET B. THE DEPTH OF THE JOIfdT SHALL BE A7 LEAST 1 1/L INCHES. FOR STREETS AND HIGHWAYS AND THE URE4[TN Oa A •'7; NOTES SUPPt_EMENT 1 /3 1,I T P CRUSHED ROCY sE- ELEVATION 5 BASE ROCK 2" 0 OR J/4'-0. 115 COMPACTION. BASE ROCK SHALL BE 1O 3F 1 BARRICADES • DncN INLET CONSTRUCnON IN ACCORDANCE PITH ASTM -475 II _l-I SUBGRADE Of STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. - 6C-8 BARRICADE DESIGN 4 6C-9 BARRICADE APPLICATION Y- OF 3/4• COMPACTED BASE 4ATFRIAL - INSTALLATION SHOWN IS ONLY A SUGGESTION. ti DRAINAGE BtUCKOUT - J' DIAMETER PLASTIC PIPE: POST SUPPORT DETAIL. ' 7 1/7„ • 3/•• ; s. ALL MATERIALS AND WORKMANSHIP SHALT. BE la DITCH INLET sINIMUM SLUR PIPE SIZES 24' GA LARGER TO EN PRIOR APPROVED• SO EOG[ FLAT GAR 3_c TO C 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER A. LD. PLASTIC PIPE WITH COUPUNG, ALL MATERI WITH THE CURRENT STATE OF OREGON Z PRECAST• MINIMUM WALL 1NI(BE RE To BE S. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB STANDARD SPEC1FIf,ATIDNS FUR HIGHWAY CCINSTRUCIION O F1 ' REINFORCEMENT TO •f. REDAF MEETING ASM A6tp GRADE 50 OP MELDED PLAN *IRE uEEnNc AsrM A•vt W�TE _ 2 DRASS, STAINLESS. OR PLASTIC PLUGS TO 8E INSTALLED IN TEST COCKS IF BELOW GROUND INSTALLATiUN. SAW CUT VERTICALLY 18" EACH SIDE OF GRAIN AND REPOUREU TO FU[L DEPTH OF CURET. N Q i��, 4 BARRICADE FOR SIDEWiiK IS SIMILAR. 5 Ai FRAME AND ORATE TO St FLAT BAR STEEL OR APPROvEO EWA. - - w -------- _ _ _ _ _ __ __ _ __ _- 3. DISTANCE FROM BOT TOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, DITCH I N L-E Tur�ifirld DITCH INLET 04- -~ unifl�►d - AND CLEARENCE FOR TESTING AND REPAIR ARF THE MAJOR CONSIDERATIONS CURB AND GUTTER .- . ---- FOR INSTALLATION a R E.A DRAIN TYPE II UfaA sewerageagency FRAME A r l U GRATE - -- - - ---- "~�" --- ^ND TUEE W•1° NO SCALE I,[fEp[ APPhOVfI) DY IMAM, NY WIYMiAMO OVMrMOIr r. "us STREET DELL NO.« i"1 Al 11.,1p DRP MNG NO 250-ST (CAWING NO 260-ST Isw►.wu..w - orYlT�l - CITY OF TIGARD - tA. M -_. IMAM ua 1 F1 o1PAAn"T A--.--P. IRRIGATION DOUBLE OVA No ""�+ C0 a J0D CAB ",Tatanir�' BARRICADE 1 (�Z • M'MW,�4t.o-MMMT MM, Nor,, - ---"-- mut ORKLa,ORY Su o.A.wo totAcs. no, I _�- �- nrw aws nn, CHECK ASSEMBLY sc DA1T DWG FILL oTM o _ --- --'- ___ raa. w«* TtA•CN ,•N 1-0--os IDE of r DWG Mno1w R.,c -+ ___ i•' • Q1Y a 11GA,Rp IM W IIAr _...__..-..._._.____.__.-__ -- •- - -.._.,._ - hal 53� OREGON CALF _ _ [ Z -" ['-'- - 1 l' BEHIND SIDEWALK CURB JOINT - ' IH DR BEHIND CURB Imo- -5' MIN, ---- SEE NOTE 5 v ROW a-1 - - - Y- - -- A WHEN NO SIDEWALK i \ I r. I ITF.It '�_ r ---- -_ I - I - r OR CURB INFORMATION �? - - -,- 1 SEF. CURB DETAIL �� ` v-‘.1-i:74.:114 ' • A A I• _R, ., 2' OR 1 1/2' - �- 1 II !1=r1 a 11 11 I-11 A A METER Q R/W R A ."sh =�•...^ r^ '4 11-11'-11=11--11 11=r I w 1-.42<111•1111:- l___• O -2' OF 3/:--0' BASEROCK W • ,/•v Ce SEE URAMNG NO 170 ST - -- .."-"-^"� C 'COMPACTED SUBGRADE - Q w • • F ., I'i , . , • , FOR FRAME AND ORATE ,� , �. U SECTION A'"'A 0 0 0 CC • •--^'/R`"• SEC TION A-A D SIDEWALK ADJACENT TO CURB ! ` ENLARGED R/W OR EASEMENT RECESSED CURB 1NWE1s 1103 �� ''-- 2' FLG X COMPRESSION ANGLE: d %' AREA TO CONTAIN WHEELCHAIR B-j� TO aE INSTALLED IN r , I ■_�. STOP (FITS 1 1/2 ' APPLICATIONS) / . RAMP AS REQUIRED ----- r PLAN VIEW ACCORDANCE 1N TN rrP _t CONCRETE APRON ` -5' MIN. -- ROW r } CY1 DIIAWING NO. 1408 ST s/Tl� •^• ' / NJ X TAPPED STRUCTURAL SECTION CO m Z CURB Top of 1• __•! 2' TEE -.�,,.•.-,r-r• 6. 1- pAviDMplr • TO CONFORM DRIVEWAY d R~ DETAIL (SEE DWG. N0. 142) - _-- - - J PLAN 2' TYPE 'K' COMMERCIAL DRIVEWAY "� • • LLI V W --1111 n-DTII! 1111111111=U= cZ5 r n .<.. i ROAD _ __-- - - Q �aul�ac�au1_l. 'uc�� -- COPPER PIPE __1_ ... SFE NOTE 5 - - W CE 5 .- f II -I I II �_; -` ,,RIP !) 1L7L-. , .. T -2" OF 3/c"-0" BASEROCK 0 �� HOLE �_. d \ / wT'. ,1 t /1...1 own - - __ _ B_T_ ___.-__- T, yr r•I(two. _ - fe ---�`--_ WIDTH COMPACTED Sl1ElGRADE - Ci 0 7 ,%Y /1�1�1 IBI Irl T,/I71� 1 I�I�/! �-MAIN LINE A A DRIVEWAY• MA% MAx "YCOPPERBENDS;-'� VARIES�, ''.Ili °" I. 1 111 I III III 11�1ii If I, AS NEEDED SIDEWALK AWAY FROM CURB , • 111 I II I I N 1 I i iII .i OWNS 1. l _ ----�-r -^ � "� SUPPLIED BYMTHESCITY)CORP I - ---' NOTES: "ii_....c._____ iII I. I I (1111 11 Illi �- , w EXPOSURE 1 CONCRETE SHALL BE 3000 PS.] AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE • 1- �Z I 1111_ I IIIII,1111_I . • I 11 111 111 1 I. 1 Illll 1 7 PANELS TO BE 5 FEET LONG. '' ' l ix I ! • EXP NTS TO BE PLACED S OF DRIVEWAY SECTION A'-A SECTION B-8 III III III 111 i i I III Il NOTE 25' MIN, RADIUS (TYP.) 3 UTILITYWION JOT, WHEELCHAIR RAMPS, &I AET SPACING NOT TO EXCEEDOE45 FEET. --- •L vr1�1R1111 1011 N) VI I-I/IN IFOR RAMP INFORMA710N • NOTE r - t CIlNTRACTDR TO INSTALL NJ X TAPPED 2' TEES AT 90' ANGLES 70 ME:iER - • ---e LOCATIONS. HORIZONTAL L LEVEL. ` SEE WHEELCHAIR RAMP DETAIL (NO. 128) 1 TOR SIDEWALK ADJACENT TO THE CURB AND POURED A.T THE SAME TiME AS THE URB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. CATCH BASIN TO WE CONSTRUCTED IN ACCORDANCE *ITN AT1N C-170 TYSKA/W.OM \' MOUNTABLE STEPS REQUIRED FOR CATCH DA2WS OYER 4• (SEE DRAWING NO 110-•ST) awFAR.o�ot� ----- I ncr,ar y - 2. CITY TO PROVIDE 2' THREAD BY COMPRESSION CORPERATIUN STOP TO BE -FOR SIDEWALK INFORMAS'IUN }5 ,e' SECTION B la INSTALLED BY CONTRACTOR (CONTRACTOR TO TEST MAiN W/CORPS INSTALLED). SEE SIDF.WAIK Of TAIL (N0. 120) S. SIDEWALCURB ISKUSEDLL HAVE A OR SIDEWALK(IS INTENDED A�ORTIONEOFIDRIVEWAY. PR C J/4' COMPACTED DAA MAT[MAt. OIHERWIS}: SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. PRECAST CATCH YASIN: NOTE: MINIMUM WAIT TNICKNE56 TO q(. FRAM. AND ORA 1[ MA MEIN. SHALL RE FLAT DAR STEEL. cMl MPNOKp (GUM. 3 CONTRACTOR TO MARK LQCnriDN OF CORPS. VITN A 4X4 PAINTED BLUE. R/w • REINFORCEMENT iO DF CEDAR ME/TRIO ASTM MI5 DRAM eo OR WELDED 't E M[E11NG A A00110MAL TTRGI(IIESS AND RFJIFCRCOIENT SHALL BC /WOWED FOR STATE „ 6. DRAIN BLOCKOUTS IN CURBS SHALL A. EXTJOINDT TO BACK OF SIDEWALKVRWITH 3" DIAMETER _ -�_ HIEIM•IAY APVLICA110NL 4. CITY WILL INSTALL ALT_ COPPER PIPE I. FITTINGS FROM MAIN TO METER LOCATION _ PLASTIC PIPE AT 2X Sl-GPF. CONTRACTION JOINT TO Bf. PLACED OVER PIPE. • OVERSIZE GUTTER oc. (" IRB 1 unified OVERSIZE CATCH BASIN tuts 4 Il,�yi� _ `J - _ - ��__-- - CONCRETE SIDEWALK -- ----� fit Tt.wa<AW OW ARVIN,Tv__WERT.P. MOSS ALTERNATE D . .vo ;•-r!' •0:'' INLET CATCH BASIN A� FRAME AND GRATES �'_ "°"�`_ _ REFERENCE APPROVED 8Y DRAWN 9Y OR AYANG NO 160-57 („(_ Nowa)AA POO - `i Dlul»4 ovMn[Rr HYO. r. DU[RAi I» 1-1/2" OW0. No. 1 Win arr olwcd t -WASH. CO.SCA - DATE DWG. FILE % DRAWING NO. 170-ST 1,•��Wu a» en WNW ,w••,t IML ala cAfl _ !a� CITY OF TIGARD • ^'«..".° '. '"'"""'""" ^" RI!MR•rntrowl a T•UIRN�W,WWn Plat,:, an Of tTOMO `'!"� � MIIIOII TIN _ WATER .•f RVICE 52 o,r of noAlTp ;'A''i1'fir __..a""wI HISS COMMERCIAL DRIVEWAY Ej`L __._ 1. OREGON N T.S 7 0-0J 1•DETAILS\CONC-SW.DW4 Ate, MAwt M* MIDI ANO1..Art -'--'-- PC/P1 I -,,J 6' 7.--..."- CROSSWALK STTTIPINf, ---- •AST- ---) 0U?SIDE OF ViiHiN 30'-0' MAX., 10'-0' MIN. PAVEMENT PAVEMENT (SEE TABLES) • E1' MAX. v ,T• [Elm"' um*,EXITING MATERIA f EXISTING DRIVEWAY ?c----- ; - VARIES WID1H WARIEST P� k w 14 OMICCRD 5 RASE MATERIAL ( ) MATCH GRADE-_-_-- SEE TABLES • / 1 l8' CAST IRON 910 BOX VARIES II,' I ±Aktr-A, • .5\,, PROVIDE 24' BY MATCH MOTH GIS ,�{I STOP SIGN LOCATION \ ---� _ ''3 _ -_ .t/W IN �p \ 4' THICK CONCRETE ,••' �� _ A 11NSTALI. 4" PVC SLEEVE / }EE - I PAD CSEE NOTE 4)-1 UNTIL PERMANENT SIGN 1y1 il il I � � � R HAND TAMP BACKFILL \ EXPANSION 6" X B" ri INSTALLATION) \� >, • ! 1 �5 AROUND TOP SECTION-''� -- r--6' MIN. JOINTS t , 10 GA. MESH - • VIM • 3 J �`' • ri MAS 1 'O l JOOIN ACTION SIDEWALK I •," „ ` J B ?� �� Pi Mp f Ir { - -.1- B CURB JORTTS ; r ` 6' ASTM 3034 PVC--- - Pr;'P i T CURB ___ A FACE OF CURB illtIr -"-OPERATING NUT EXTENSION 5'-0' MIN, 5'-0' MIN. IP (SEE DETAIL NO. 503) • ry J'-'0" • 15'-0" MAX', 15'-0" MAX. J'-0" ) 1 • Wr InmeocI Y PLAN VIEW ELAM Q 1 -- - U E EXITING EXPANSION JOINT 6..4 1 -� I oR SAWt,(1T AND PIAL COLO _. 1-_1/2' EXPOSURE ' 3� �" WA K- 4' 6" Y•MN E.ICN j - --- JpINT. (4 FOtt t3 SIDEWALK) --- �y OU TIM Of i f`=illi • -- ..�OIE� _ i _ - ELEVATION B-B Qy tDGA. MSsH -_____ !-__ ; a I !/2' AQVE BASE Q a - - - '.=.11-..,...7"..,'1 ''',.,ii,.-1:1 ,y/ y.1 . R. • 0 4" P.0 CONCRETE_ - = eoa o • ;�. -1 11-11-�'8o�de000co% �' J" .- N171 f S STREET_ _ , . t LP -/ 2" 3�4"-O" AGG. BASF_ROCK - r I) VALVE BDX NOT TO REST �• U .........),7:_.....A..._.___4..._..............-.-A ON OPERATING ASSEMBLY P- �,1 2' OF COMPACTED 3/4"-0" AGGREGATE y4:• TRAM FOUNDATIONR (S- C1IC�IV ',.•�.,•.. .H.:i ..rIR 1',� ..:' '• cp SECTION A-A srADrtnAnoN. AS ROOM ---.--"--"•-•-•"' REUATOR EHTNNSIONr REQUIRED WHEN VALVE NUTNAM c . Z NOTES: IS DEEPER THAN 3 FEET 24' t. CONCRETE SHALL 8E COMMERCIAL MIX. " -"•' FROM FINISHED GRADE 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.SI. IN 28 DAYS. NOTE. '1) CENTER VALVE 110X ON jl 2. CURB JOINT SHALL BE A TROWELED JOINT VATH A MiNIMUM 1/2 RADIUS 2. JOINTS SHAIl. BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALT BE EDGED ON 4 SIDES. AXIS OF OPER. NUi. _�r�_ ALONG BACK OF CURB. -« -- _ 1. SURFACING OF PAVED ARE AS SHALT COI,IPI_Y Al H STREET CUT STANOAR() DRAWING. ., U PROVIDE 24' SQUARE BY 4' THICK 3. EXPANSIOF: JOINTS SHMBE 1/2" PREMOLDED ASPHALT IMPRECNA1i0 3. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. 2. JOINTS TO BE TACK AND SANDED. MATERIAL OR EQUAL, E NDING FROM SURGRADE TO FINISH ORADE. i �� CONCRETE PAD AROUND VALVE H- 24'" --1 - -' - --- - �_ _------.--., w` lEJ $2 al a -____� �_._T-_..___. ______. - 3. SAWCUi SHAH BE LACK COATED 1MITT1 BIIUMINUS ASPHALT EMUl.S10N. ASXSHDVN/NCONCRETE PAUF PAVED ADETAIL CONCRETE PAD ' ""� �'��`v� '� � �� "�� + 0 ' STANDARD CORNER COMMERCIAL DRIVEWAY RAMP ----- - - _ - - -- -'-- - - _ - NOT CONSTRUCTION R • `a WHEELCHAIR ,,..li,.. 00 VOW _ "O SCA E RE,t11[NCE APPROVED BY r _ -_- -_ _ . - - J. - ! R[FFRFIICE APPROVED Dr ORAINI 8r t •:l 11110MCFR►0 rasM,l.Nt A•IRITM P. WOW -" ___A•USTN P. MINAS _ • ! O , TRENCH DWa NO rNaNals o nl►MMIt Irrrar� TYPICAL GATE DWD.No I DRAY* P - PROW Cfi w • l� OAA CM -- - .� -�.. I //�(�/'�� +'(�/�y� '" CITY O F TIGARD _-_- --- TTTO><. a10 1��' .x1 lR W1i aR MAA, CO. GbTf,E1M>M► 100% REVIEW it I I ' SET ��w��'t� OF' TI ARD "RODE -"� i UMR•M ,••• BAvKFILL �� TA'i A>>iM11.�ii MRRCN ,•M VALVE 503 1 RCM/ oATTi' ORAR,No No -- J- " Mi',( IN lIUl44 TTAf DATE DwD Ext OW _^ OTM OF TOMO 1 ' OREGON N.I.S. -s-•s �p�rNLs\(OwMERttwDwG ,;NO `..• j•• • TYPE -t OREGON AAIiMIE wE • .. N.TQ RIMED S 2•-•4 J DETAILS/RC w _. - • ILC' 1999-(1(1551 ' 1P18?y(I 1 -, , 7805 n -----' ..1 .. ,.: nR rMouTl� , .F { PG 22 of 101 • '.. . �' ` Rh •a ry ( , 2000 If this notice appears clearer than the JUN 0 7 tlment, the document is of markinal quality. 111101'0! 1llll'l� • �1j1jCll lllllll�illll i Ill�l�l�1((1 ,, 1, ` : . LII ' illH�i 4 .111„.1' Ii Ii .Iiii1i11 11111►1iivi 1111i11111 i II p IIIIIIIIIII I�imil1.11-II, 2 gikl" , ,. I INCH 1MADE, IN CHINA 1Md ___ - -- ----. ' ' 1- --1 -T I 7 T to T: I ' 11 _�_ i A - - - IT- I. II I II ' .III .III 11 I {iI ii; Til Iii 1{ I {i i'. iiilII Irii ! li Iliil{iIII I' 11II U IIII11111111jIIIII,IIIIiI!11111tlilllilllt,11�111111IIi111i1liiiilli1i11�iiI1 III!I II!liiliiii111111lillillilllillllltlliili111 ...110111111: 110:II 11[1111„ 1111piililI,. ,.PilAlliiihilIIIIii!!illII:alill►li i Ilia4illl ,1„111,1 .111,►::,.: . .till 1 • Ilt4ttiblittlatttafifititigetti -.:-. _ ... ,: iol.•f/6r. a..s._...r..n , �.. :kkh3 '�'7$ �., n .v:a• �oru ,meii".uYau.r..arSGY.,.A d.vltfr...i&iu_ SJ1N' 'DY)➢�I rRn..YY•4 :4.�..0 -...�,".'y.�..i e.. . ... �. .�... A.�.. tT {, - • galli rt R" w / + V M 60 R U-W. •:'' , r,. 2• 1 4g„, 4 I.?:( ' 32' 14' f" •r� 1 U _4 _ :6i _ 16 , • . iSAXIYALK PLANT PLAN1 SLtaCNi1LX Y. ' 5' _11' 11' 5' A °' ttl AMIE• TRAWL ~•-�- , TRAWL + SKr 1 POS • moi / 04 �'6' [ PPOMENr 8` r INCLUDE STORM -_— I i 1 j __2% TYP. -TYP • DRAINAGE SWALEY _________ i ( G 1_.._4 t _ _2. : SLOPE ,' 5-, 21-- rT 1 -" r 1 18" DEPTH (2) 4"PVC POWER CONDUIT . 1 • 18" BOTTOM wv SWALE IN JOINT TRENCH W/ GAS - ---- GAS LINE, BY GAS COMPANY -- AlA , 2" of CL "C" AC I 2" of CL."B" AC 2" of 3/4"-0 CRUSHED ROCK ----- `—GONG. S/W PER D c . SHT. 13 14" of 1 1/2"-0 CRUSHED ReCK --- • — CURB & GUTTER PER DTL. SHT. 13 • • I 12" of SCARIFIED / COMPACTED SUBGRADE -- - n ii TYPICAL STREET SECTION t mi SW ATLANTA ST. STA 0+7546 TO 4 5 ,.--. -- >Q p e C 1----- (44 1.' ( 1 W 14' 14' Si; t , i. r 6' 7' li..... 33' qs.. -..--• _ SXJfEWAlX PLANT PLANT SI07w.1LN •C LU 5' 11' 12' 1 ' 12' 11' 5' <‘• —AKF TRA TRA141 I~-PEA TCD -�� IRAKL ��— TRAWL AM(C •POA gl !!_ zi *4 AN I <( ' cm )- m SE_ DETAILS AT RIGHT .I � �O m 0 r F• MEDIAN INFORMATION I i * r w • 2% TYP. 2% TYP Q Lo Q . SAWCUT (E) PAVEMENT SIDEWALK, PER DTL. SHT 13 L 2' 5._6" ...� CURB & GUTTER PER DTL- SHT. 13 -- r _ PLACE 12" TOPSOIL -- ---- -... DEMOLISH (E) PAVEMENT •---•- 7" of CONCRETE PAVEMENT (3000 PSI) — I 2" of 3/4"-0 CRUSHED ROCK - ' ' ' 1 4" of 1 1/2".-0 CRUSHED ROCK ---- FILTER ---- , ' : • • , • . • r ' t up FILTER FABRIC IF NEEDED, PLACE PER ENGIN:ER • 12" of SCARIFIEP/COMPACTED SUBGRADE ----- "�/r : ; ' ' SAWCUT 3" BEHIND BACK r, ' , : ' 6" OF EXTRUDED CURB • , EXTRUDED CURB • . • . • TYPICAL. STREET SECTION /1 VARIES {1 : . . • . . . . • : : ._� EPDXY EXTRUDED CURES • PER PLAN 1 2" DIA. STEEL DOWELS • •• ' • • - • _ _ .• • ' TO (E) CONCRETE SURFACE 24 0.�;. 3" EMBED t —� SW DARTMOUTH ST. s" STA X� X+XX . • PRa E XX TO 1 ---=-;(E) CONCRETE PAVING � .e s ill '' ' (E) AGGREGATE BASE R W R/W 12" ��GQ� 94' ROW I REMOVE (E) CONCRETE - -- - STREET AND BASE ROCK, 1" CHAMFER '� �P� BACKFILL WITH TOPSOIL _ �' • 14' 11' PER LANDSCAPE DWGS • . #5 ® 16" O.C. --_-----_—_ _ #4 ® 24" O.C. 1' 6' 7' 33' 33' 7' FCENTER MEDIAN WITH PLANTER t 90(WALX I PLANT PLATT S1O(WALx — Ge.) FLOW ' ' -#5 0 16" 48 CMP CULVERT -5 _ 11' 11' 1„�' 11 ' 11' 5 O``' NieE TRA VET. TRA to WWI 'r)GTfE l TRA 1t1 MAW!. -- ERVC •P 18" MIN. of I. ' � riall F4. • c• CL. 100 RIP RAP N -#6 0 16" O.C. ' I i P , , . 29' JIYP 1).,. i o — -- -_- ~f +_• 5' MIN. 5'-0" IJ - — 1- 6" RAISED CONC. (4) #4 L4111) MEDIAN ) -(1) #4 SIDEWALK PER w DIL. SHT. 13 TOOLED JOINT rn SECTION VARIES__- w EPDXY EXTRUDED {! PER PLAN '11,71122"4 DIA. STEEL Ofri.LS TC (E) CONCRETE SURFACE\ "p C <)) c; 7" of CONCRETE PAVEMENT (3000. PSI) - { 2" of 3/4"-0 CRUSHED ROCK -- i ______4.41._• • . 1 --_ 4" of 1 1/2"-0 CRUSHED ROCK ------------ 2 (E) CONCRETE PAVING • o FILTER FABRIC IF NEEDED, PLACE PER ENGINEER 12" of SCARIFIED/COMPACTED SUI3GRADE • (E) AGGREGATE BASE • •--___ h CENTER MEDIAN WITH CONCRETE ,_____________ __ 4......_....._______, } TYPICAL. STREET SECTION ___ _ - -.__ -- FOR BIDDING PURPOSES ONLY � , aR P.,,, /� /� NOT FOR CONSTRUCTION �+ 1..., I,(' 9 9-0055 14 W DARTMOUTH ST �•._---' - �`.�i �•- - f I,C' 1999-O0 i 5 I _ _—_ ___ ___ _ _ `�.�� — 1 ., --�,_ ,,, ...._y " 100% f��`I/J'J IN SET� � NI1P Irl°f1-(10223 111- r r Ni''1'r�4!!-(111rI_s STA X+XX TO X+XX PaOJECT '�i"l� <� 7805 DARTMOI ITll ___ _.- 1'(' ? of 101 rr__ ��w O..�.. TYPE ••i2000 ruI(!!ae!ccIe1IeI hathe JUN0t• the document is of marginal quality. microfilmed ,,,, •l {I{I 'il !{'{ISI{Ijl1i ISI{IIlIIjlij I ! i, 1i j1 : +I ,L Hili I Ijli .lijiliji iii{i;i{illi ;i I Ijlil{i1ljiiljl I (Ijillllji{i i;il illll► {ii INCH I�MA�(f—! 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PA 15 Patmore Ash Froxtrus pennsylvonico 'Patmore' 2" CAL 30 o.c. 0 En Qr - 5 kl ...0i -.0,1PE/I 12 Pyramidal European Hornbeorn 2- CAL 22 o.c 1....1 , 6 EGE - Corpinue betulue 'Eastigiato' / fr .so _----------/--- 8 L 1RA 12 Roywood Ash 2" CAL. . 4 . .11.111111/0, ,---- __„,.----- ." i,, rraxtrius oxycorpo 'Haywood' . SHRUBS gin , fie„,,4111110,,Lit; _,trir . r, ' 17 dilib .c, wOl.'vilniikoryfit 416 tit• 0441.- 101111 .', / _, . ‘,..,,...." ,VI* AWS 61 Antnony Waterer Spire° . 5 Gol. i A 16„,!IIL sp..... x burnaida 'Ar thony Waterer f.S. '`. AVairo14.a A k • ire' BAW 56iBlue Artic Willow 1824" 4' o.c. Ifr 1,,,O:o••••• ••••• e.„ L--,. --, -_ ., .4/ ___ _. i I 41f,..... ft/ .....„ I A CA•• OFV II Salm purpose 'Nona Douolefile Viburnum 24 -30 6' a.c co . ' Viburnum plicoturri •.:Vrt-', ' i:IY/ ekS. 41J•1.1:r :ft .06 a 1 0/ 10 DK 47 24"-30 3' o.c. ••:.• Dwarf Eauloolnoymcuosmpocto. ,.,- illieo r t'l ._ 1,,,,, • I EGE 150 Emerald Gaelty Euonyrnot.* 3 GAL 30" o.c. , ... - — •Ii; y,,,,,0% Euonyfnous lortunei 'Emerald Goeity' :1;4C1 ./.'tric4it4k 6 I - 38 . ' •411/4, ID 75 I3onti Dogwood 24" 30 5' o.c. Z I I - 0 to . 5 OLL rrAls %%boo Comus sericeo 'Isontl' ..ifirt• ( r I II --5 0 - „Ali,... ,,,,A L 52 Lourustinus 24"-30 5' c.c. s...c. 6 I i li 1 Y I ,,,/ ''' tlii. eV OG 60 Viburnum linus 5 GAL. 3' o.c. ;"•04. , N ,r, ar__..- --- WETLANDS ----- ( 'ir:41 11;1 it"- go,iiii OIL 203 Affr -..,\ 0 . .45 RA ;r11 .eiorr1 44: , It-N, -......,..... :::::,::hi-n:1u:::::a°roc:culls'oul.nu 'Otto Luvuen' Height & Spread 1. 1 .. , SEE ATTACHED USCOE PERMIT #_______ PWM 7 Pacific Wax Myrtle 24"-30- 6' o.c. • I I 01 ok ig , I. - 0,1..ir jr•„r ,rjo . ,-7.-,b110 ..:"- ,.. ...., --- FOR WETL ANDS MITIGATION. Myrica colifornico 0 L.Llcx ., 41i 0 , „ 10 EGE 4 -... .. •''... •••... .4- - , .. -_ __ RGB 17 Rosy Glow Barberry 18%24 4' o.c. er / w -;"••• .....; ""7-:""'"::•:,.,..,„ ---. seroisstetrhunbergii "Rosy Glow' OV g • 1,, ii„,... .. ..,„...... .......,... .:,, ..... :"::------....._ I L•AL. 30" co.c. • 1 1 ir 41I - ei:,..,,,,,,.,,„ .,1 0; ..4'.::....•- ------ I/ ......, ... .... -•••••---. r if,x,,, c.0 cr uoi,:in.:::y C8oteorbri " ter dammiri 'Corai Beauty' "NM ."--.C.--..A.- ts.3 i tli ti .4.0ri•4'.7.,i;!•'i ? . • Common Perivnnkle 4" POT IS o.c , ›- •• ... I 4 OU. --•"-- '''.4,-...... liV) 40 Awl :.• l' 3 ECE •----' .....-- Illroppg,,,,, i `r,,tio Vinca minor 'Bowles' ., ,4ii -------- 0 tr iry, . NOTE' S • 1 F ri) §7 i•7; 4 OLL willr. r 1..../ 4 it ...._________ 3 LGE - re 4 CO 1 irrigation to be providsd by a fully outo.-notic underground system. ill/ sia, , La.1 .4 • ....i. 21 IL rr • Plals will be submitted upon approvoi of iunderaper plan and site plan 05 < . OA. A • • . / 11 PA .170:1;14„,.. ,,-'.‘-•I ile N\ El ,_______ 41,..,i;:: / \ gi '',P.v 411!) I/ • • 4,Li. 7-3 R •11•10". O Cl Ce a. 0 ... .. _ A 1.....iL PI 01111°°°. .e 19 4: EPEMGGCAEL- . --.......... -....- , 011';') . .0 X, 4.. - I ItIql.: i %.Aik' TREE CALCULATIONS 1 A fl i 0 I s. () .VL". ...,„ft ., 1 I N, ' -, k 1 ,... A, ,. .4,,,,. 4/ / 11,0. I Tree Required per 7 parking spaces , GlsTiEli)41 I": Iv 1.,..., 185 porkirg spaces or 26 43 Required Trees / I . • eli lie. W • tettfirj:11; 4 N-.--18 EGE 11.1::".4 _ 27 Provided Trees - . IP I/ Au ._,.....4-...",,r- -".. • ' / 401. •-(,- , . . • ,. 11110o..2 fp 111 3 EGE 11111/11.1 tooptilf:;::" I -18 ECE ': _ot..CH' " OPHig J. 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' \.—, : - '• ....._..L..._______. .1 '2Fil .',,•7 . • - • .. • • . • ,. • , , ., -'&:- if.• . • . . ,_—_,....._, , -.a.... _ •••1--; ••• • „ • • • :. . -.or 41 • ,__. ,, .4,,,,,3 . . iir) 1.,. CHRISTOPHER FRE:Sig...EY :•,:-. - - , Ix . . • . • . . . . . . firmum . . . - • . ' . . .,., . , ..... . . . LANDSCAPE ACHIVE CT ' • ., • . ..,.,. . - ., • ' . .. , . • .. . _ _ —........__ . . ., . . . . . , 104i Sit/MAP oontisrs:. , gOggiffilifirig.0f 4(Pd Se4/11,44111111e MI ( I 09-110244 . ,. . , , . . . • . • ; , ' ' - '. '. • ., • . • .'.. . , • • . , • ' .. . . .. . , , , -. . . . .. I I.(• 1999-00551 .. . . , , , • • .. • . • . . • . . , , ,. , . •. - . . .. . -- •..,.. • • , , . . • . ' - .,•,., , . , , ., . • , •-.. , • - • • - - 13.1011ECT BAllar V US .. .•,.• RI I I, 1999-00223 ,. . , , • ' • • . , . . . . ., , • ,,• . , ,. • .. , . , . . • • . . , . . . " •' . Iiii M' lOvi-OVf is ., . . , • . • • .• ". -• ' • • . . . •,• • • •. .:," '.1-. ' ••',,C 1,' . :: 't- i',. '''• ....' e „.. 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If this notice appears clearer than the - JUN 0 , document, the document k of marginal quality. -- .%.- - -••. . ' '''• ' ' IIIICI-Oiliillecl . , ,...„ ','.i..:,' • . , . . 1H111111, 101.. TITIT141111/1111/11111i1 ii1111111111111 rifTirli II . . . . . . II I) . . .ill. . I il i 0 I II I I . '1 : • I t , : , t i 1 I . i I i I L I • , I t . • • 1 . INCH II MAO!: IN CHINA . l ' i i ; ;11 I I I Iiiiiiiiiiirlille iiiiiiIIIIIIIT1111111_11. 1ii41111111111118IIIIIIIIIIIIIIiiiilli1111111 . , ,.. ‘ ''''''•'. ' • 1110111111111111111111111001d0111111POIIIIIIIII !MIMI IIII.,!:i !Ail IIIIIJIII11,911tIll I i 'it' I till!' i i' iii'It!iii Ili iihitiliitiliditithiliwnitilti!iiiiiIII7',dirlIr4 IIII!!!IIIIiIIPIII IIIIIIII.IIIirillIiii ;IIIIII—IIIIIIIii:141 iii4!‘ .. • . i 1 . . . . . . . _.. ,_ . ,,, ,, .,•• ;.•..,-,..,.,,,,.„ ,,,,-,.,..-,:,:„.:. , i.‘,, ''''''' . . . . . ; • . . . • • • i t ": • ' ii•1 0 .; • li N ,: • . ` 91�. • . - ' -'. '..§i . ••••• 04. : 4 i, , . ,,,,,!.. f . gist • _________liir_.....),_ . . • ii' Q • II IRRIGATION LEGEND i to __ SPRINKLER HEAD LEGEND " SYMBOL PATTERN COVERAG4 GPM MANUF. t CATALOG NO. R. • ® End Strip 4'x15' .61 Roinbird 40015-EST `rt Side Strip 4's30' 1.21 Roinbird '80O-I5-SST a 10 2» CO d I/4 IO' R 39 ko6ribird 1800 100 U ii . 11/143 l0' R 52 Roinbird 1800 TOT U _-_--.___,___ • l; ii0 p 1,x2 10' R .79 Roinbrd 1800-10H-LA`` Provide 2" stub out plus 2 controller and I common 1. I f �V wire f0( future use. o 3/4 10' R L55 Roinbird 1800 10 VAN , I tFill 10' R 151 Rainhird 1800•IOr-1 s 1:- Y ,J 1/4 12' k .65 Roinbird 1801 i1 120 I ao 'i ,,' �` .. I/'1 12' R 1.30 Roinbird 1800-U-12H r� / 3/4 12' R 195 Roinbird I800U 1211 `�/ 2 FIJI 12' R 2 60 Roinbird 1800 U 12E ill I( , ' � varies 15' R 1.16 Roinbwd 180E-15VAN • O �, / 1/4 IS' R .93 Roirbad i800 U 15U N �� r I;3 IS' R 1.23 Roinbird 1800 151 w }i`. 1/2 15' R 1.85 Roinbwd 1800-U-15H if 4s f 3,14 IS' R 2.78 Rainbbd IA00-U-ISTf t"�" Full 15' R 3.10 Roinbird 1806-1'-15F �' "r''. -� A NOTES: z,,:r + I I De ,gn Posers - 30 psi `, .' �i,1 .:r .44 2 Shrub Heads 6 melt pop up, Croundeover Heeds I inch pap up. on 1••••••....••••••••••••• GENERAL EQUIPMENT LEGEND 4 I \\ _ Class 200 PVC pipe for lateral lines, bury minimum 12 inches D o i ,•6'� v ..„�,��, Clv s 200 PVC pipe for supply lines, bury minimum 18 inches -4,---.4 A 1• 1 Z , ' ` Water Meter, 2" `Fite By ethers _J �', I i,' ' 1, __ _._____ , Roinbird Model ESP-16LX+ Irrigation Controller i I41/ 2"livix FEEfCCl Model fi05Y Double Check Valve Backflow Prevention ` , 11' Device I I/2" Site. I Q � _ Oall Valve, I I/Y Site. 1 r ,' Roinbird Model PCB Electric. Remote Control Valve and Valve Number. f-- W• L. :• �'%<r I III it ""4•. • Ouic, Couplet (.-..3 We f';` } ILIO �_1� `• CONTROL VALVE KEY1 ' 0 1 ii II U r� - --�_ Control Valve Number I 2 3 4 5 6 7 8 9 10 'a" . .. • 1:; Gallons Per Minute 51 50 49 44 51 49 36 33 38 49 m Z :".4j Control Valve Site 1.5' 15' 15" 15' 15• L5e 1.5• 1.5• 1.5• 15" m If L-lown, • S'Shrub S S S S S S S S S 5 U wzz i R . U � ,til • • I iGENERAL NOTES C� 4 I. This plan is schematic: where pipiig, valves, equipment, etc ore shown in paved "t) LC 4d C� 'IC ,�� 4 tY Cl- to 4' areas (except for es/wires) the intent is for the equipment to be placed in ._ -J ,' . ,, I. adjacent planting areas Avoid totaling the mainline directly under trees *her'ver 6 \ possible Group pipes/waves together in common trenches. r "`' "� il I Plo:00911: eevingwhererequiredpriortoaophalt/tonnttercrkCo-ordinate "r�• i 's 1witer trades. Schedult 40 PVC pipe for sleeves under parking, driveways, t�T)Cv !4yII .1 �'�---.___---_ andpic siderolke. Class 200 PVC pipe for all others. Size 2 times diameter �f�L71 E 'el Provide seperate schedule 40 pipe for conical wire. '� �_ 3 Verily the correiatioi between ground measurements and drawings prior to• 74 !al �" any work Notify the Qrners represenlotwe of any diacrepancitW immodiately 11 , '�`� - - 4 Make held ad}rxlnients as rtquwed TM! controclor shall not rilltuUy in4toll • ?( � the irrigation system as per drawing when It Is obvious n the field that / 4l%� l r•� Yt l► �_ conditions vary from the drawings �H' OPNE' J. RES 1." - 5. Verily fhe water pressure at the point of connection, submit test results to r+ �' - i the Architect for approval yrio to any wok OREGON 6 Co-ordinate head locations with trees aria shrubs to insure complete coverage • AI , IRRIGATION CONTROLLER: ` -- ``y I ? 1M entire installation of the irrigation system shall fully comply with all tocol and Vj^ �' /1 Locate irrl ation controller In the s rinkler room Mote tars and ardinonces -, I 9 p 8. The Controctcv shah be responsble to all permits and arrange for oll necessary +�+ AV I Verify exact location with owners represenlitive. _• • ' Electrical service and I-I/2 conduit to exterior by I impactions and will pay lees associated with This project. li:•"4 i others. • I / p� __ -Provide 2" stub out. plus 3 controller and I common . °` .7.N.,; C j n I' wire for future use. 40°' 77 oa J I I. I' 1 lir--' (4 -14_ , .„„, .. 40°' _..4441r 1 ,..„.,,. xn 7.7M , li --"AilF' Wit ----________________ 77 \ .. -.- ----winsisset \ .......„.......... 1 IN #li 0 ... 1 1 I°I I I 1-..*...-.-..'''''''''''......''' '''''''....''' ........in.... ..,...•:i••••01 0 1 ''''' ''""V'7<,/7 V V 77 V 7 ------1 - •••••'40-... 4,17,. .........._J1E)) „ , ...-- n . ,.. -=- ....,....1,0 ,. ,./� .._�-"_^"'e.� may_.-�- ��''_'" ..iiii....4. 1,.....„ lipts_____ - , -.,.. „am/ • Y, --- �. ---. ._______________, ,.._____ /mow " 1011141114111111... ao s `� _ 2" _____________________-- ____________.- z ii4 . ' 1 'r M?i„ .f ,4 ..,‘._: : ,.,,:f1,,'•, . .:'.:10-,•''' ,.t • \ it i• r - ' i i4.'...:::!::.•,,,''.,f`• i gyp, q P' . • ice._-.-,.��.. di L,a A fit tkt?,}�'1 • CHRISTOPHER F �' HLEY : .• , of rote e.e: rwui11 sw • ' t •( of isi st. t MI r t�J49-116244 '', _ 551 It . • EI i J99-00_ • SGT '1 a •r 9 2 • 2. • • • :•r )9 UU , • 1�1 , i ( •z. i J ( I _ 4' 4x1-U 05 17ARTMOTI•I.11 V 4R ' "� Pg TYfE • I' I'(i ZS of 101 • . _ _._._ _._._ r _ - o. •_, y , • .I. if this notice appears clearer than the • JUN 0 2 ' unbent, the document is of marginal quality. microfilmed -' 1 ^y ! .. «... ..� Y. �. ' I • ^I t 1 , 0 i i 1 f I I I i i I) i i i' i t � , rrt11i1� i��i1ili1i1i 1111111111111 x'11 , i Ii ii1 ,11!1ri� ,r 111 i11i�i11 Ij IiIIIIki I 1111111111.11111118111111111i1111111111!' i INCH f(MA(i IN CHINA + ' ;'� �j - moi r{�i• '.,'.,. 9 I,. ( 1 - t I .13 I f� .t ,.1x.. .1. 1'_. .I',.. 1 "-._._._. �. - ..� 11 111011 1 ,001 1 Il r1 00 1 lila Oi0 00 IV i00 ,11 �' �' ,:7 , '. . it �! 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'1, .:: 4 ''-;". 1°' 2tItt. --------wAlER BASIN - 3' x4" E 4 I • DEEP REMOVE AF TER BUILDING LINE/WALL/ —il-- _A—. ___A— '-( •:* . . ......,\L, \ /p/4 THOROUGH PLANTER PIT SATURATION _......./* CURB, E IC. FINISH GRADE -1-1-1-I lc -..,,,,,, '11'14 • . - CONIFER OR DECIDUOUS - — FINISH GRADE --— SET PLANT 2" ABOVE • . \ - • FINISH GRADE TO ALLOW MI TREE/SHRUB ..• TORO CAP NO. •• FCR SETTLEMENT OF SOIL --< 850-00 OR EQUAL. I //11 -- 2- DEEP MULCH IN SHRUB momommok A N / / ,' ------- --"'"--------SOLVENT WELD AREAS .,._. .----' - X ....---" , /, 'V AiN \. SPRINKLER HEAD ' • 14 _ — riNtsi-, GRADE X-'"t X X >-•- .- '.- X X ---:•-•.." IPZ1 ' ___.----4" PVC PIPE I AS SPECIFIED -•,-- ,. --r• J # V 4 ,---------- I lid ... ,...-- • •iii 0,,'?-IA. •..1'.".. ' / ----... -----MANUAL DRAIN i ------------- VALVE 1 I . , , / \. iL ROOT V1 //\_/ THE DIAMETER Of- THE X A X ';:-.9‹ X X ,)•• -.._- 1). ' -------- MARLEX STREET ELL. a) , , '.' ,••• /// SIDES AND BOIT0i.4 OF PIT -MAINLINE OR n91 4\/ • ..t. .. ?N.,;.1111.6:1 4..%, ... . . bn *„.. . \ a LATIRIAL /------- X X X X 4,49/ X \* X ( \ 11. PVC LATERAL TEE . •1.4 1///i/110\\\ - SPACING (A) AS INDICATED 6 MIL POLYETHYLENE „ >/\</./ // A \/ l, 7. , A/A/ - Esir: c<IFF;LELD 1AI X AS 7 ON PLANTING PLAN 6,4 SHEET \ '_.:"1,i;••• , .. t %,., 7 ..,• . • ' X X--1 X Z . A 44--------.0k z---- CURB/LAWN. ETC. •1' -IN.! • ;• .1 „,..,t0.fi myr„.. ....4; 44.. MAINLINE FITTING (7) • V5 SCH 80 PVC NIPPLE Lai , IN _ — — \ ._) CC .. 2 CU. FT. GRAVEL p _mi....v._ SUMP (7\ 9P-UP SPRINKLER OD SHRUB/GROUNDCOVER PLANTING 4,..................... , r\G_ROUNDCOVER PLANTING 10 MANUAL DRAIN VALVE MINNIMMIN=111 l i ,i SCALE. NTS .....:-.:),) SCALE: NTS SC ALF NTS SCALE: NTS --- ,, < . CD • 1 —._— . 0 ' •• . .= ...L. . , \ ‘ lfill r :,.. <-------- WIND DIRECTIONIli ...... v- 4 0 • AMETEK BOX W/ , ,1 ,... -- TREE TIES AS SPECIFIED LOCKING LID EXTENSION , FINISH --, AS REQUIRED TREE STAKES (2) REQUIRED GRADE I . 0 0 0 fr '• 7 DO NOT PENETRATE 8ACKFLOW PREVENTER r 1 / ROOTBALL tit_tjiRRL3tv,AitgvNE -AFTER 4" AS SPECIFIED W/ UNIONS --- FINISH GRADE , Ito Il Z. •",..<",,Kv,s,e,g:7 .,,er,,.., .r,e., ,"Vfro i ':"..rdi. ON*Vs"N" ?It i . •‘ /..., --CPVC PIPE W/CAP THOROUGH PLANTER PIT '' '' ''- 14 • , . ..s ,„ v.,/,‘„,v *.*.* : ,___ . :EATTUpRLAATNIOTN2.. ABovE >- )-- CD a . Ito V e'1#/e / !iALLON PER MINUTE PIEL...2.U.___&_CLA.SS .___. m co • 'RES. TREATED 2X Z 1 Val 1111 *4"\*4 I fl I 11 01/At.,\4::. -4*4, • • ------ #5 REBAR, 30. LONG 0 • FINISH GRADE TO ALLOW a W/ (2) CLAMPS 0 - 10 GALLONS 3/4" CLASS 200 Q wl • FOR SETTLING OF SOIL /j/. NEXATILsB-0—X GALV #\\ • 4, ill 0.44.440Sett.: .-Ne 7 In • 2- DEEP MULCH IN SHRUB I ,. N\ _.'"---• N.N.,•• N• 'VV. N *----?4,4 A ki_EX STREE ELLS 11 - 15 GALLONS CLASS 200 6 i LI-1 wi. 4 ., x •- G.I. TEE W/ I. LAT TO 4 /,%01111e/°•. "Se#'e.-.----SCH. BO PVC RISER 16 - 2 5 GALLONS 1 1/4" CLASS 200 , .MI AREAS 7i o, IAi L.,..1 Ce LI.) ce 8 A le t Wt. . 'NO . `).,A• 26 - 40 GALLONS 1 1/2" CLASS 200 trz) 0 w ct. • \-.PVC TEE OR 2 1/2 L I / A I • • ! __ . - T \QUICK COUPLER • /11.5 SCH. BO 4.1 - 5 5 GALLONS 2" CLASS 200 ROOT /40.M. -"- FINISH GRADE ....i iallia! !II I li ! •, limy ELBOW \A • A' • B L L • ,1 . \ i I 5 6 - 85 GALLONS “ CLASS 200 A \ MARLEX STREET ELL 86 - 125 GALLONS 3 CLASS 200 . . . . • \•n r.4/40.*-. ce$W4vIA••; 04"\\.,.,s:.,..4. BACKFILL MIX AS ii 4 ."•,• .'s ••••„.1."'t . " ...k i•I•A... 'AA'A• ., •••• 'f• A•11.1' • A•• "lo. ..A4. %•"•. "1 .. 't 4 gASTE41,4k1 , ,•- i !SPECIFIED . • • i••• -.1 Nil:. -1,-1,.. "A., i•• ,,l. 1... • \ ::'"-t••••....1".,.1'••:,!. 1 1 I•••• REDUCING VALVE ''*/' •14, .6 • . .... x i ' ?•) i . . 1 2 X I , GI PIPE RISER FROM METER \\ (IF REQUIRED) BRASS BALL VALVE 4197.• . ' CH' CIPHE' 1 RESHIkt- • . i.... - * •-,,, DECIDUOUS TREE PLANTING SCALE: NTS CI, BACKFLOW PREVENTION DEVICE QUICK COUPLER t,, OREGON k . ................ .......... OPIPE SIZE SCHEDULE 4,SCALE: NTS sc.,.6.1..e.NTS SCALE. NTS .4s,•-1, rr-;‘, . \je $ • ii--..4 4 PE X3C • 71k: .,. '•°. ...., ., . . --------- ----" FINISH GRADE • • ' • , --1/ AMETEK VALVE BOX EXTENSIONS AS REQUIRED IT_ . /77/\'• / 2X WOOD STAKE, ...- REMOTE WIRE TO ENDS OF VI% PVC ADAPTER OEF:IPTC9IFIED SLEEVE ,:,,x frq V- • ' so 4 III UNION 7-- DRIVEWAY/PARKING . , ,.• ,10-....s 11 -- Eult/r...1 -\------ PVC SCH 40 NIPPLE Z - * -SIDEWALK E7 I. I Wagilua ,.0." op,r•illif,,, .......,, . iillir -PVC ELL ' •!ii.', 40Z..),7?•,:„•44.1r exe,4-4.7. ii _ „... I . , . , --4--1 CUBIC FT. PEA -.. - A . . '-immmies . v . \ , GRAVEL ' • .444. NI CONTROL WIRES TO CONTROLLER , • !,.co illibillaNNI ' • . , • ,A. I IIIM LO" mum.44=-.1 r4 \ PI! PM VA CI N I S'(N:.HE ill 'IN LA TERAL 40 BEDDING SAND " ,(----24 MIN. / 1 1, .. .,;1 \--CLASS 200 PVC PIPE '.;::ij• / Lial) • SCHEDULE 40 PVC io PIPE ,•*., C.) ELE TRIG VALVg.ASSEMBLY SLEEVE SCALE N1F.i, S CAI E 'NTS 1 • ': ,:,/••,-.. • t: • '. ` •t...• .4•10 1: -.1 ' • 4. ,': i .., "!..4.10-. i , , , • :::15444,;114 :4:Iii""' •, . .r • ; - . ..„ 1 . . . . . . . ' ' . . ., j04' 4.aiag,,Q,:i„...44:02• ''. ../1.,:-.17::.,:...,,':!4.7."., . . .177-1r.I.V : *. •, ; :::pRO:e. ,c 14 RASO It; (xi..-I' '•,:k.:!1....7: : ....- , , • . , CHRISTOPHER „FRESHLEY ix yr- . ‘ . _ •, LANDSCAPE .ARtHIT .:.CT ,....__..................._ _____ . . . , . .. . . . . . . , • mi.(. 19 9-0 90244 ' ion sm. 1.131.0* King ill• Poralann=40040.1 .41,, ! • • . . . . , • . • . . • . ', •r F.I.0 1999-00551 ' • • • . ' • • I3UP 1999-00223 . . , , . , ' . • , • , . • . . • - PIA/ I 949-0111 /3 . ., • , . . , , .. . , . . • ' • • , - '•11.' . , • . . , . . . . . . ' . ' I ' '. . •• ',le'. 45-001 . 7805 DARTMOIITI1 , '1. ' . . - ,-....-:-..i --______:.---- .• • , - ; ' Pr. 26 of 101 , . . , . . ., , , . , . . • - . , . , . . . .. ,, • T YPIt; , CatiErffitliC..+1 1 , > . , . . ' • -, . • .., . .N. - .- ..- ----- --.•A '' ' •t,l; . , • . . - , • • ' . . . . . , ' • • , • . . .. , . •, , . , • . • . . . ., . .• , .,, ,;, • ) .. , . . • . . • • , _ , . , 4 . , it- . , . .• ' ,•••, .' . : • . .:••- ‘..- •. . . . t .:r • ', . '' :tt •' . ,/ . . . . . . . • • , „ • . , If -,,-............. -- --....... + 4 If :his notice appears clearer than the JUN 0 2 2000 ument, the document is of marginal (parity. ‘ MICM11 I riled 't ... . . „ , • ; . . . . . ' , ifiniiiiilililHilialillii11111111fitril. 111111111441i111111 •11$411 r17111 I 1111: :111111;4illiiilliiiiigpilliliiII, 111111111 .11M&Iiii111114, ! 1'111 . , ', 'f• '; 7, '' , INCH I!WM IN 0411141:4 I • em --1---T-- s —1— 1 , ii , * , * i fi--I ii" '1"-1--1ir- 1-- -, Pi , ii i . •40 11111H1111111110010111111tilliIIIIHHI11014 I 4 I 1 ii- I TT I -Ill-WI TT V.1 ' I I ,,,, ,,,,,,,,,I.....„1„,„,. „.„„ ,,,„ MIIIIIIIIHII IIHIMI 1H1141iHHHOHH!HHIHIHHHIHimm!iiH,HH HH,ImlinitH Htt IiI!!!!!!,twhin ilwilt1 iiiiiiiii i:;:,111:,!!!1,111ii!!!!!!!ifirliluill„ ...i I,,,,,iii 1,,,,,,,1•,,,,,• .• .:: '., . ., . •,. 4 • -,,rittinne ratinsiensak • • • IRRIGATION SPcCIFICATIONS: CO ) r- PARj 1 S,ENERAL. 1.01 SCOPE. 2.12 HOSE SWIVEL: PART 2 - PRCIDUCTS 4„4. j A, Furnish labor, material, equipment and services necessary for Installation of new irrigation system A. Rain Bird Model No. SH-O. 2.01 FERTILIZERS: 0 ism as shown of Drawings and specified herein. 2.13 LOCKING LID: A i Complye withalysis of applicabie mineral stateor fertilizer laws Products as speclf'_d. 1.02 RELATED WORK IN OTHER SECTIONS' A. Weathermatic No. 906E or approved. � � A. Section 02950 - LANDSCAPING2. Deliver to job in original, unopened containers, each k�earing manufacturer's label of conte'. t. �� B. Rain Bird Model No. 049 key, 1.03 RELATED WORK BY OTHERS; 2.14 VALVE BOX 3. Uniform composition, dry and free-flowing. I �t A. Provisions for Electrical service to controller location and conduit to exterior. Landscape Contractor A. Carson Economy, Standard and Jumbo sized boxes, extensions and locking covers where B. Brands a.nd Analyoir. • to co-ordinate with appropriate trades. applicable. 1. Nitroform (38--0-0) g2 a 2. Ammonium Nitrate 1- B. Irrigation point of connection, 2.15 DRAINAGE ROCK: 3. Gypsum (Calcium Sulfate) • I 1,04 QUALITY ASSURANCE: A. 1-1/2 Inch minus clean, washed round rock. A. Supervision' Provide at least one person who shall be present at all times duringexcecution of 4. Potassium Nitrate x.16 BACKFLOW DEVICE i this portion of the work and who shall be thoroughly amiliar with the type of materials being 5. Magnesium Sulfate - A. Refer to Drawing, 6, Zinc Sulfate4 El , installed and the manufacturer's recommended methods of installation, and who shall direct all 2,17 REMOTE CONTROL VALVE work performed under this section. 7• Manganese Sulfate • B Restrictions: Conform to the 'Uniform Plumbing Code' as adopted and modified by the State of A. Refer to Drawing. 8. Laundry Borax (107. Elemental Boron) II i 4 Oregon and all legally constituted authorities having .jurisdiction. 2.:8 IRRIGATION CONTROLLER' 9. Webfoot Organic Deluxe (10-10-5) C. Materials and Equipment; New materials and equipment of type and brands as indicated on A. Refer to Drawing. 10. Organic (10-10--10> drawings and specified herein. 2.19 CONTROL. WIRE 5, 10, & g p11. Planting Tablets Reinke 20-10-5 Guarantee analysis, 1.05 DESIGN AND PLAN: A. Type LIE bearing, LVL label for direct underground burial, NEC Class II circuits. AVG sizes, #14 i_1 gram tablets, manufactured by Remke Enterprises, Inc. A. Layout of irrigation system is schematic, minimum. B. Follow as closely as possible. 2.20 ELECTRIC CONNECTORS: Downers Grove, Illinois (708) 810-1662. _ 1.06VERIFICATION 4 OF DIMENSIONS x_'.02 TEXTURAL. SOIL AMENDMENTS: IA. 3M UBY splice connectors. Ar Sludge Compost! Digested sewage sludge and conifer sawdust compost as manufactured by North _ I A, Before proceeding with the installation of any section of' the irrigation system, check and verify ERT 3 __EXECUIIUN American Soils, Inc., 5303 North Columbia Blvd., Portland, Oregon, and marketed under the trade F the correlation between ground measurements and Drawings. 3.01 GENERAL: name 'Garden Care', Mushroom Compost or approved equal. 1 , B. Advise Landscape Architect of discrepancies before procedtng. A. Install materials and equipment in strict accordance with manufacturer's written specifications 2.03 MULCH MATERIAL; >- 1.07 VERIFICATION OF WATER PRESSURE: and recommendations. A. Free from noxious weed seed and all foreign materials harmful to plant life. cn A. Verify water pressure at point of connection. B. Com t with local and state codes 1. Bark Mulch: Flr and/or Jemlock bark, medium grind. - ' B. Submit pressure test results to Landscape Architect for approval prior to any work, Comply C. Maintain job premises clean and free From accumulations of debris or disorder at all times. 2.04 WOOD TREE STAKES: 1.08 PROTECTION OF UNFINISHED WORK: Remove equipment and surplus materials from each work urea as completed. A Sound wood, 2 x 2 S'4. , Douglas Fir; 30-inch and 8 foot lengths. A. Protect work at all times. with two (2) liberal coats of stain/preservative, mixed 1!1 color as approved. A. Keep rock, dirt, gravel debris and foreign materials from entering pipring, valves and other D. Leave no work in condition that would jeopardize other persons or property'. B. Treat p • - Keep irrigation equipment. E. Test all lines for one hour minimum at pressure of water source. Receive approval of test C. Installed as shown on Tree Planting Detail. 6 1.09 PROTECTION OF EXISTING TREES! prior to backfilling work. D. Tree ties: fii i 1. 'Chain Lock' or 'Rigid Guy' system. S A. Do not machine trench or pull pipe through root zone of existingtrees to remain. 3.02 TRENCH EXCAVATION 2. Install as shown on Tree Planting Detail. ce ' p P g A. Straight or 'snaked' slightly, B Hand dig trenches as required. 2.05 TREES, SHRUBS AND GROUNDCOVERSI 1.10 VERIFICATION OF CONTROLLER LOCATION: B. Slope bottoms uniformly, 1/2% minimum grade to drain. p A, General species, variety, quantityand size. ! C. Trench depths 12 inches minimum (laterial lines), 18 inches minimum (supply lines) and 24 1. As indicated on the plans. • A. Verify exact location of controller with owner's representative. Co-ordinate electrical service and inches maximum depth, bottoms free from sharp rock or objects that may damage pipe. 2, Nomenclature - conform to names given In Standurrlized Plant Names, 1942 edition conduits for control wire with other trades. • • 1.11 ENVIRONMENTAL CONDITIONS: D. Trench width sufficient to allow proper tamping of backfill around pipe. or hat accepted In localized nursery trade. ----- -- A. No solvent welding of PVC pipe in freezing weather. E, Keep topsoil seperate from subsoils, replace in order of removal. - __... 3.03 TRENCH BACKFILL: 3. Meet requirements of' American Standard far Nursl�ry Stock, 1973 edttivn A,N.S.I. 260,1 B. Solvent welding of PVC pipe under cover only during rainy weather. A. Do no backflllin until approval of' pressure test. 2.06 TOPSOIL; Q 1.12 UTILITIES, gA, On site topsoil stockpiled for re-use in landscape work. Landscape contr actor to coordinate ca • A. Be responsible for location of underground utilities. B. Use excavated soil or specified backfill (sond) bedding materials. stockpiling with general contractor. Provide additional topsoil if on-site quantity is insufficient. _ C. Material free froth rock and/or debris that may damage pipe or prevent proper compaction. B. Protect active utilities. If encountered, notify persons owning same. D. Place 6 inch maximum lifts and compact thoroughly, PART 3 - XECUSIQN �� I 1.13 STORAGE E. Place mainline backfill only when pipe is filled with water; 25 psi pressure minimum. 3.01 GENERAL: A. Store on job site only as approved. 3,04 INSTALLATION OF PIPET A. Scheduling and Coordination: Coordinate work schedule with Owner's Project Representative t B. Be responsible for security cox.: protection. A. • Sizes, where coo enation with other trades or contracts is required. Be responsible far timely '--' • • type and general locations according to Drawings. P C. Store no PVC pipe nor fittings in direct sunlight 1. Lay with support beneath entire length, performance of work. 1.14 EQUIPMENT FOR OPERATIONI3.02 WEED ERADICATION AND CONTROL'RemoveA. Provide Owner with the following operation equipment. ?_. Slope all pipe to gravity drain, Minimum one manual drain per zone. 3. Snake PVC piping to allow for• expansion unci contraction. A, Remove grass, noxious weed g.^cawth and roots by herbicide application. (Johnson grass, B. Turn over -to Owner at time of Final Inspection. Crabgrass, More y Glory, Horsetail, Canadian Thistle, Nutgrass, Quackgrass, etc.) 4. Combine runs in common trench where feasikle with 3 inch minimum seperation. < . W to • 1. (2) snap-lock unlocking tools for valve box covers, B. 'Kill achieved by working soil permissible for annual types only, a Q a 1ei t 2. (2) quick coupling valve keys. 5. Flush lines prior to installation of' valves and irrigation heads. C. Allow time for herbicides to achieve effective kill prior to cultivating. co co a cc • 3. (2) hose swivels. B. Cutting and Joining) 3.03 SOIL PREPARATION AND TOPSOIL PLACEMENT. 1. Cut pipe square, debur and remove all surface contaminants or moisture. 4. (2) lock cap key, Rain Bird 2049. ChA. General: Remove large stones (1' and larger), concrete, asphalt, or debris encountered or 2. Chamfer all ends. generated bythis work from job site. Stripexistingsod between, curb and sidewalk, protect (5. (2) valve operating keys, 30-inch handle length, 3. Apply primer and solvent cement in accordance with manufacturers recommendations, Lree . Crossri or rootill sub rad ;n all aneas to 8'-12' depth prior to placement of } s 6. (2) keys for irrigation controller. 4. Make threaded _joints leak reistant, with freedom of movement. existing P su• , 1,,i bgrade RECORD DRAWINGS, topsoil. cr, z 5. Use teflon thread sealant for threaded joints. B. Deposit topsail to 12' depth in all planting areas. �w Q WI A. Maintain current with work progress, one red pencil marked print showing all deviations from 6. Clean out threads and use tape or compound joint sealants for ail galvanized pipe C, Initial Soil Preparation - planting bed areas! cz5 w drawings occuring during installation. 'Q 5 a E. Show locations of stubouts, manual drains, pipe lines or other subsurface features as installed. connections, Leave no more than two (2) threads showing at joints, 1. Rototll', the following proportions of materials, evenly mixed to a 8-10 inch depth over each us 1000 sq. ft, of area after Finish grades ore established. C Show dimension reference from subsurface features to permanent structural or surface elements. 3.05 INSTALLATION OF SLEEVING: "--�-` - D. Submit clean red-lined print at end of' project. A. Sleeve water lines and control wires unders walks and paving. a. 3 inch layer of Soil Amendment - 1.16 SUBMITTALS: b. 18 lbs. Nitroform (38-0-0) B. Position sleeves so pipe can be easily removed. c. 100 lbs. Gypsum (Calcium Sulfate) C+ • A. Cubm:t to Landscape Architect at time of inspection for final approval. 3.06 INSTALLATION OF VALVES' 2 ��y Ta:LT 1. As-twit irrigation systemprints. d, lbs• Ammonium Nitrate • 9 Y A, Types, sizes and locations as shown ot1 Drawings and Equipment Legend, e. 3 lbs, Potassium Nitrate 74 2. Copy of' guarantees, warranties or affidavits applicable to equipment or materials 1. install in accordance with details for each type. F. 10 lbs. Magnesium Sulfate ..----- ' beyond Contractor's one year period. 2. Install manual drains at locations to completely drain all pipe lines, 1.5 oz. Zinc Sulfate ,'y z♦�� • 3. Manufacturers catalogue cuts describingall equipment and materials used. 3.07 INSTALLATION OF IRRIGATION HEADS' g s lfate , C• M'F {i 9h. 5.0 oz. Manganese Su CN OMR J. RE • 4. Names, addresses and phone numbers of manufacturers and local suppliers of' A. Types and locc.tions as indicated on Drawings! Install in accordance with details for each type. i. Laundry Borax (10% elemental Boron) �- • • equipment. B. Ad just and balancer ORFaG� 5 Written operating and maintenance instructions for all electrical or mechanical equipment I. Adjust and balance each system zone. D. Backfill Soil Mixture - for all tree and shrub plantings' QCs t ,c' • used. 2. Achieve uniform area coverage by all head types. 1. To each cubic yard of excavated planting bed soil, thoroughly mix the following ingredients �, 3. Adjust to avoid spray on buildings, walks, parking, etc;. for backfill! JPE A �� B. Submit three (3) complete copies of the above submittals in hard cover binders, 3.08 INSTALLATION OF IRRIGATION CONTROLLER; a. 1/3 cubic yard Textu at Soil Amendment. • 1.17 GUARANTEE b, 3 Ib. Webfoot Or anl� Deluxe lON-lOP-SK. x. A, Type and location as indicated on Drawings g ,t, A. Guarantee the irrigation system or any part thereof against defective material or workmanship 3.04 PLANTING TREES SHRUBS AND GROUNDCOVERSI "``-~- for one (1) year from the date c+= final acceptance. 1. Install wall mounted unit ns approved. . A. All planting holes shall be excavated twice the diameter of the tree, shrub or groundcover 2. Verify exact placement of' controller with Owner's Representative. P g /------- -- -,� B. Repair and settling of backfilled trenches occuring during a one (1) year period after final 3. Enclave all control wiring in conduit. root ball or root system. ,: acceptance. B. Work by ❑then Trades include: B. Plant upright and face to give best appearancc> or relationship -to plants 'and st.ructurPs• ; C. Include restoration of planting, paving or other improvements of any kind associated with 1. Provisions for electrical service -to controller location. C. Loosen and remove twine binding and burlap from around top of each ball. Pull no burlap ' corrections. 2. Control wire conduit to exterior. from under balls. :. ':,x;' D. Make corrections without expense to Owner. 3.09 INSTALLATION OF CONTROL WIRE: 1. Stake or guy -trees immediately after this work. bl 2. Refer to tree planting detail. A. For wire sizes, refer to wire sizing chart published by manufacturer of control valves. 4 C��T ?_ - PRODUCTS D. Cut off cleanly all broken or frayed roots. r, • 2.1i1 GENERAL: B. Use specified electrical connectors at all splices All connections and splices shall occur in E. Place and compact backfill soil mixture carefully to avoid injury to roots, and fill all voids. Z "i; A. New materials and (.qulpment. valve boxes. nearly completely F. When hole is filled coin letel soak and allow water to soak away. C. Bundle wire together with electrical tape at 10 foot intervals, Provide 12 inch expansion curls 1. Fill holes to finishgrade and prepare for other work indicated, B. Brands and types as shown on Drawings and specified herein, P p • every 100 feet where runs exceed this length. 2. Provide 2" water ringat base of' each trees remove at end of contract period maintenance' : C. Substitutions or equals only by written approval of the Landsape Architect. D. Place wire at bottom ',f pipe toprovide protection r 2,02 IRRIGATION HEADS: pp p 3.05 FINISH GRADES! E. Provide 1 extra wire co each control vavle similiar to common for use if wire fails, color to be A. Establish slopes in accordance with Drawings. A. Construction as specified by model number reference. different. Label n 'extra wire' at controller. B. Manufacturer's catalogue numbers indicated on Drawings. 1. Fine grade to uniform slopes, free of low spots or irregularities. 2.03 PIPE AND FITTINGS; 2. Slope grades away from all building structures. + A. PVC Pipe! PVC pipe, Polyvinyl Chloride Plastic: PVC 1120, Class 200, 1 ype 1, normal END OF SECTION 02810 3. Slope grades -to alt area drains and catch basins. 1. • • B. Grade planting bed soil 2 i�elow bordering sidewalks, walls or cu. b elevations, prior 'to ,;� "` impact, I.P.S. approved plain and/or bell end; color white; meeting requirements ASTM .D2241 LANDAP . SPECIFICATION$1 application of mulch, and D1784, C. Construct 6 inch crown in au planting islands, • B. PVC Pipe Fittings! PVC 1120, Schedule 40, Type 1, normal impact,I.P,S., NSF approved; PART 1 ._�E11E8AL • 3.0 PLANTING BED MULCH' '� meeting requirements of ASTM D 2455-74, 1.01 SCOPE ! A. Mulch all shrub planting beds with a 1-1/2' minimum layer. C • . Galvanized Pipe and Fittings, Standard weight pipe, hot dipped galvanized and threaded. A. Placement of' topsoil, establishment of fine finish grading, Installation B. Apply evenly to all visible areas, within two (2) days of ter planting. Threaded cast Iron or galvanized malleable fittings, of landscape construction details, soil preparation, supply and 3.07 CONTRACT PERI3D MAINTENANCE' �Tti " installation of trees, shrubs and groundcovers, tree staking and guying, A. Begin immediately after Wanting of any type and continue for sixty (60) days after final Frl�l • D. PVC Riser! PVC 1120, Type 1, normal impact I.P.S., NSF approved Schedule 80 PVC, mulching of planting bed areas. written acceptance by Owner. ,,44 conform to PS 21-70. Cut to required lengths/threaded both ends, color dark grey. 1,02 USE OF HERBICIDES' B. Plantings! A. Applications of Herbicides only b applicator licensed under Oregon herbicide laws. I. Irrigate as required to establish plant materials. • 2.04 SLEEVES, PP Y Y F P ' g A. Under Parking and Driveway Paving - Schedule 40 PVC pipe. 1,03 PLANT MATERIAL' 2. Reset lants to ro er rade or ali nment. '"` P P P 9 9 ..• �� . B. X111 other: Class 200 PVC pipe, A. Provide in accordance with species, sizes, and quantities indicated on the Drawings. 3. Maintain bed areas weed-free. • ''. v'1', \• ,;o C. Sleeve diameter shall be two sizes larger than pipe installed in sleeve. 1.04 GUARANTEE. AND REPI_ACEMENTI 4. Miscellaneous pruning as required. .4.14, r k A, Guarantee lant materials and related workmanshi of installation, be innin after written 5. Any action necessary to promote new plant establishment, '*r l;; 1 D. Extend sleeves 12 inches minimum beyond walk or pavement edge. P p g g ' .• i 2.05 PVC SOLVENT CEMENT; acceptance or work, for one year or one full growing season, whichever is longer, 6, Replacement of immediate transplant losses. 1.,• • A. NSF approved solvent for PVC to 4 inch size. 1. Replace plant material riot surviving or in poor condition during guarantee period. 7. Adjustment of tree staking or guying. ti B. Meeting requirements of ASTM D 2564-73a, #705. 2 Correct deficiencies in soil or drainage conditions when attributable to Want losses, prior • . to replacement. END OF SECTION 02950 CWeld--On 705 or approved. 2.06 PVC PRIMER AND CLEANER! 3. Perform all replacement work in accordance with original specifications at no additional •,aY A. Weld-Lin P-68 or approved. cost to Owner. 4. Damage or loss of plant materials due to vandalism, freezing, or acts of neglect by others, "'" ' 2.07 BALL VALVE' is exempt from Contractor's replacement responsibility. A. Watts seriesWAV forged ball valve, standardport, 400 WOG. `-'-" n brassB. Perform replacement work when requested by Owner within fourteen (14) days after notification. 2.08 MANUAL DRAIN VALVE' �r�' A, Brass globe valve, 1/?' size with cross type handle, 1. Plant replacements subject to seasonal limitations may be performed at a later date when, _ ._.� :- __ f in the judgement of' the Landscape Architect, survival of' 'eplacements is •cjeopardize+d by ' I-- pkv , 2.09 QUICK COUPLING VALVE' weather or other conditions. t V { 1". ' iii CO 'CO A. One piece, double slot, 3/4' inlet with vinyl rover and lock top. c?. Advise Owner or Owner's Representative to writing when replacement work Is performed, CHRISTOPHER, - �• LE i ; '�"'� �? i,.- B. Rain .Bird Model No. 33D1_RC, Include specific instructions for immediate care of same, L �; P , �;rI' �- �.__ r> • 2.10 QUiCK COUPLING VALVE CCUPL.ER um Lc * ' '*i'l 1 rlltrr! tbb �� ! �. I�! >< iyN/M1-10q A. Rain Bird Model No, 330K, 211 LOCK CAP KEY! • • A. Rain Bird Model No. 2049, , NO: ' 4178411 Mi.( 1999-110244 • ._. • F.I.(' 1994-(10551 ___�� `, 7 z _.________._________-___-_.__ __. _ _ ___ ____�___ �__ __ ____ _____ _ _ _ 71'P� L�CIIIJGTIt l • Pt, I�yy • t :,. • A i.uAA4. • iii., lip, f 1, �^ t Y• I 'M IT T • .,( r 1 F t: 7 5 1 a � ► 1 , y` �C, 11. •,r t. •J I(• 101 , If this notice appears clearec than the JUN n 2 2000 unient, the document is of marginal c uatity. k 1 Illll'1'011lllll'(I p. I ISI 1 1 III I ill I !1 ! III(I 1111Ij11 !I! I N I I i I !i !illi ! til 1""i j'"�°' ,j til; IjI1II ilij►jiii�illliill ;; l Ijlllji ljiill! i ' I!jl lIii1Ii i'II!j! !IIIIi . . IIIiI I1 ( ► i { I I1I ; II IiI I ! _ _ _ INCH I(MAOE IN CN1. _ L_ 1 cin j 1.T-4-Tr-irall-r--, 14 !� 1� �� f:[M + 1iii I iii i it I. I' ifiill 111111 till!! I 11 •t•.l, •.•E !ilia 1 1III1. 1 ILII I ill ll�l IIII 1 II1 i n 1 1 -''' I i I''.. �,;;..i' 4. i I 1 liitll Ii ' Illi 11111 ��• 111111!!!,,,i11ln1lilllil, i •,Illnl,luulililillilrilllilllnlill.IIIIIIIIIIII,l11111-1i1.1�•�I IIJ, ...,. lll{IJlll - IIIIt ! ilii . ll ! 0 III Nlltl�l�l�(lil lrhlllll ..1 tIIllall..•I.Il..lul.ii U Ilii jtll,tu,lllrri rtifjr,l fIlll:l,l ,, + is r . .. . , _J 11. 101•1111M110111=11111011. . • • , 111011•101011111011011111101101010411000011111001011101011011001110011 • giallarli—mallimm""""1"1"--allianamiligliamilmilalli-1-1"------Ir I� ons Revisi • SYMBOL LEGEND GENERAL NOTES . Uate • Descri•tion I. BUILDING SHALL BE BUILT IN ACCORDANCE WITH ALL APPLICABLE 2-16-99 PERMIT APPLICATION Q PARTITION TYPES • • STATE AND LOCAL CODES. • ADDED D00•R-2�` 2 REFER TO STRUCTURAL DRAWINGS FOR LOCATION AND ORIENTATION -- ----" DENOTES GONDOLA CHANNEL 'PLATE OF ALL COLUMNS. MIIIIII ..." / ADDED NOTE RE: ACCESSIBLE CHECKSTAND 3 ALL WOOD FRAMING, BLOCKING, FLOURING, ETC. SHALL BECD IIIIIMI ADDED NOTE RE: FIRE EXTINGUISHERS FIRE RETARDENT. (REFER TO SPECIFICATIONS) 2 3 CO 6 8 .DENOTES OWNER SUPPLIED ITEMS (0.5 ® 0 0 1.) 0 om • REFER TO OWNER SUPPLED LIST O11 SHT. AO 4. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ALL 216.-6" OVERALL END PANEL FIXTURE CLOSURES (WP2). ) - (REFER TO FIXTURE PLAN "F1" FOR SCOPE AND QUANTITY, AND I SHEET A17.0 FOR MATERIAL FINISHES.) t' t1 5/8" 25'-0 3/4" 34'-6" 34' 6" 34'-6• 18'-O" 24'-0" ' 42' O" 1,7-1'--11 5/8" v `a THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SEISMIC 1B'_0' 38' 0" 0", 38' 0" 0" _� 38' 0" 0 • 0 ig" ' • ANCHORS, BRACING, STRAPS, ETC. WHERE REQUIRED BY LOCAL DIMENSIONS O PItASILR'S BASE ,',0„ 40 6 0 - LAWS, CODES, OR ORDINANCES. ' I 111 4" 0 12" BIOCK I 1 S. FIELD VERIFY THE FIXTURE GONDOLA LAYOUT WITH FIXTURE WAINSCOi BASE '74' 41'-2" -4' 38'-8" 1-0" -4 1 '-4" 8'-0" 15'-4" ' 4" 15"-4" 8'-0" 15-4" t'-4 15' 4" 8'-0" 15-4" ' 4 4" 012" BLOCK .i 0, • , PLAN "Fl" PRIOR TO INSTALLATION. Ii__ W.O. - 1 W.O. - r W.O. I i WAINSCOT BASE �� • 111 7. FOR OWNER'S SUPPLIED AND CONTRACTOR INSTALLED ITEMS. MOTHER'S 1 REFER TO OWNER SUPPLIED ITEM LIST ON SHEET AO. CLOSET ROOM "-`"� ' Y W 8. REFER TO FIXTURE PLAN "Fl" FOR LOCATION OF ALL FIXTURE ICONS. Y W• ,• 117 110 i I a 9. REFER TO FINISH PLAN ON SHEET A17.0 FOR LOCATION OF ALL FINISHES. m TRAINING I JANITOR I m m �� pz 1 ROOM CLOSET 10. ALL MILLWORK TO BE COORDINATED WITH FIXTURE PLAN "Fl" AND ,n h'c.) z OWNER'S FIELD REPRESENTATIVE. ® 1 41 Q 1 12 LEI 1 \ 108 I , i _ . a. 1111,11110 I �_a, 0.1.... -4 ^; — ammom — �� ;, , (1). . . I 0 'mum ° REAK 9 (2'3 V (i� " ,� ' I IN . ,.. .. . ROOM �' 1�� I WOMEN �, 6'-11 1/4" - CV A L �____..._ • a • 112 . �,.\ _ m - - 109 PRE-'-SALES 7 1 4" N POYdER -t Ii ' / 'CV1 111111111111111 47/B" it/4' i1/4• ® I 113 N Ce a_ ROOM , _Ar_r f "I` -i _7,4_1' f ... D 13 ( � �� MEN - L 115 I �_ ` a �, 107 - _ _ ,� __ 1 111111, • 'A HALL _� 21 I '-""" . AIno. o 'Ej �N ) 18 , ___� b Drawing References m 0116 , 1 �, E� Q ,/� ^ N Li ,� Mr I Drawh,gs Ik (-1Lt • , I 0 1 M - -CO• - ---.-, i ' , .- : STL. GONDOLA PLATEc; i 1. - , o -1r�-- -•---- -S'TE. GONDOLA PLATE SPECIAL ORDER DESK O 7'-8" A.F.F. (TYP.) I' RECEIVING „ " • ' ' __._._,..- SEE DETAiLF.F. (TYF.) �� SEE DETAIL ' I1,1:4 ' � . ZH I I° 11 �' _JAIL . C4-•••, MVP I 1 c. v S" 11 I / 1/4° 6' q" -! t/4" „ 3'-5 lir 3 3/e" I 3' S 3/4' i t/4" s2' tl D) 137 "3 / - toi_ 1 D.5 PARTITION PARTITION PARTITION �� O • • 4 COMPACTOR 3 5/8" '20 GA. 5TI. STUDS 6" 20 GA. STI. STUDS 0 16" 0.C• 6" 20 GA. STL. STUDS 0 16" U,C. «A A Vit ,. Mililli (" 15 , f 1 (N.I.C.) ` ^ 0 16" O.C. */ 5/8" GYP. w/ 5/8" GYP. BOARD ON SALES w/ 5/8" GYP BOARD EACH SIDE, I I �., a BOARD EACH SIDE OF STUDS. SIDE, TO EXTEND FULL HEIGHT OF TO EXTEND FULL HEIGHT OF STUD ,* "I I I 813/8"1 3/8" ill 8 EXTEND PARTITION TO 6" STUDs & 5/8" PLYWOOD SHEATHING U.O.N. EXTEND SM. STUDS TO 1 ; 3/8" -- , -- ''I" SA ES P__ - �� _ ; �-�• 38 l i i 7 5/8" ! ,, ABOVE CEILING (U O.N.) TO 12'-U" A.F.F. ON PRE-SALES 1 FROM JNDERSIDE OF ROOF DECK (BRACE AS REQUIRED). SIDE. EXTEND STL. STUDS TO 1" (BRACE 0 48" O.C.). IN AREAS \ I I ;I7 5/8 . ♦ q �" • FROM UNDERSIDE OF ROOF DECK w/ LAY-IN CEILINGS, EXTEND GYP. D '� (BRACE 0 48" G.C.). IN AREAS BOARD TO 6" ABOVE CEILING. (U.O.N.) . •---. I 1 I I w/ LAY-IN CEILINGS, EXTEND GYP. o •.. „" Ill BOARD TO 6" ABOVE CEILING. (U.O.N.) v -- I MULL FOR FLOOR FINISH P AN I I ■ c �' SEE SH T. A17.0 I 1 I . ' ��N I 7 1U I 1 TRUCK RAMP • K I a�w NI I o v II m .111 ' -A .03 �,-- IL. GONDOLA CHANNEL O 7'-8" A.F.F. (TYF.) c 5/B" -1 1/2" SI.E ht AN ~ I SEE DETAIL SALES N t i , 1 6 Sh�cS AREA 10 I 04 I NIP 101 I BID DATE: 0 6-7-99 `� r 636A01 898636 ,� _ -r ---- t - ��RDAWN BME:- _ PROJECT BY: s ._ ,.. I I JDF _____ • I 1 [ PROVIDE TYPE 2A FI'E EXTINGUfSHERS I/ � PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.91_) _ :,,,,-, .. � 1 1• " - I THE QUANTITY, SIZE ND .00ATIONS I. TO BE COORDINATED WITH THE LOCAL 1 ' • o d.N l \K FIRE OFFICIALS. I " „:: I NOTE: 10877 ,WA@SON ROAD �X # I A MINIMUM OF (1) CHECKSTA • iAnk ST. LOUIS, MO 63127 I (TANDEM REGISTER) SHALL BE •• \ I _ ;r'�-- -- I' HANDICAPPED ACCESSIBLE, \ 1 PROJECT A �.',�. REQUIRING THE 'COUNTERTOP `` • PART:TION PARTITION TO BE A MAXIMUM HEIGHT OF I I I t E � o0 36” AFF. \\ ' ��GIN/ f,Q`�r: - - j 4 _ _ , h ..:_. , ., •7/8" 20 GA. 5TE. FURRING CHANNEL 3 5/8" 20 GA. STL. STUDS`O 16" O.C. __,_,�___.,__-______", _ I 2 TANDEM REGIST[RSNN\Nf O 16" O.C., ANCHOR TO CONC. BLOCK w/ 5/8" GYP. BOARD ON ONE (1) SIDE b1 1 )UN 3 U 1999 1 1 1 2 SERVICE DESK I (� (4/14j1/4g:GON.„„9 WALL w/ "HILT'" KWIK-CON II+ 14-114 OF STUDS ONLY, EXTEND PARTITION TO a i"Y,.-._.�_____- I \ THWH MASONRY SCREWS O 24" O.C. 6" ABOVE CEILING, (RESTROOM SIDE) a I 1 11 / I ' (STAGGERED) & 5/8" G . BOARD. 6" 20 GA. STL. STUDS 0 16" O.C. `� EXTEND PARTITION TO 6" ABOVE w S/8" PLYWOOD SHEA MING TO ""N O _ """' .. ' I ----- -__,.", . PROFESSIONAL ��,�,�/! 27 \•/ ; I �� EQUIPMENT --_ . ._•. »_ I -� 0 1 of REcoRo: s � CEILING. (U.O.N.) 12'-0" A.F.F. (PRE-SALES SIDE) -- - I e../ ROOM _ -BABY REGISTRY DESKS C• A� �t DIMENSION BETWEEN CHASE PARTITIONS .� r lr, �� `-'I -- �� JAMES C. ALBS S -� AS SHOWN ON PLAN. STAGGER STUDS ;' _-•�t _____ 1 © 1(�� - STL. GONDOLA CHANNEL 314-821-1100 AO ONE (1) E PPION'S STUDS DO NOT c? o ROOM O . 7'-8" A.F.F' (TYP.)-�� ' • ALIGN w THE OPPOSITE PARTITION. I �? I " ' SEE DETAIL • N ' I ®/ I STL rNDOLA PLATE I ` ' "' sir Pill � l 1 OS I ,r O 1' A.F.f . (tYP) 6 t e. mi PARTITION TYPES _ �N II SEETAIL A ow/ND ...r �® 1 ) ,_�./ M m m • ) • ...i . , A ' 2 ,, N 8 ''i ( / I l SCALE: 1/2 -- 1 —0 Q . gip #o VESTIBULE• «� .. • N 3 �� , . r . N ( I . • . . - J I H n IL 1 Lam? d -o National Office • o � L. ► _ ......__ ___....-i„.....- _ A - -_t -.1 �_ ._._.__:. L. —_ ._ - - _._ � M. T_ �. - - - - '611 From Road STL. GONDOLA CHANNEL »� ��- w P ----- � 7'-8" A.F.F. (TYP.)_�_-_`�__`� i' 8 epi" COUNT 1►' ;� D3 I' _. _ ©�__ II I A< a Paramus, NJ 07652 �,�- • m m m ROOM OFFICE a I m m m (201) 599-7800 FIXTURE END PANEL (WPI) (FIELD VERIFY) i ,-- »�� "� �" �� r," »� 5 2 N R `� ION 8'-o" HIGH (TYP.). • w NF 104 103 1— I § 75 ; —�`- is � � 1 � 1 7 � z N ♦' I SEE GENERAL NOTE #4---N.....___ X ® I 11� " 2 I0 4 P I I .d 3 -LADDER STORAG- AREA ``-� � ; 1 a 1 p �� an This drawing is the Exclusive Property of 6 4" 0 12" BLOCK " 0 12" BLOCK (COORDINATE WITH • • �� e 0 12" BLOCK i4" 0 12" BLOCK WAINSCOT BASE 4 WAINSCOT BASE g TOPS „A" US. The information shown may FIXTURE PLAN F1") WAINSCOT BASE ' 4/ WAINSCOT BASE �� ,� I 1 _3", ' �1, 3„ I not be used nor the Drawings Reproduced SURFACE MOUNTED WAINSCOT~ _ -_A111771/ » without ermission of TOYS "SI�� US. i » 7T .F 3/B — 24' 0"_ 1' 11 5/8" a Pa, j PANELS (WPI), 8' 0" HIGH 'x 1' 11 5/B"� 15'-0 • 3/4„- 21 -5 5/e' �_ 33-0 - 11'-6 33"-0' — --"i' do h 10' 43' b" I I 90'-0 FACADE j I143"-3” _ ;-10 Location I 2 pr.? STI_. GONDOLA CHANNEL ,pr / ( 'h, a = DIMENSIONS ® T IL1151LR'S BASE -�_N S / 184' 6" OVfRAII_ T GAR QRW +, //// 0 7'-8" A.F.F. (TYP.) I > .: •>, g, 40 0 2.6 OD 4.2 5.2 6 .7 . F-v Miliiiiiir rte•• .�.-V•.�. ..;.w vVV♦rS PV.?,, y DrawingTitle t k x x ;C ___ / FLOoR PLAN MIL FIXTURE END PANELS & WAINSCOT PANELS • TO BE INSTALLED AFTER FIXTURE INSTALLATION FLOOR PLAN Scale Dote • 2' 8 7/8" O" MIN. . -- " AS i�OTED 6-7-99 PLAN ,P; NORTH (FIELD -VERIFY) SCALE: 1/'1 F = 1 —0 Sheet No. • A 1 Atli DETAI L OF SALES AREA LADDER STORAGE AREAS 1 1 SCALE: 1/2" — 1'-0" 1 I I l I - 244 AsompammumniummimmiminummaimmummimmaggimmiumnimmuggirimmlimmaINOMMIN11000011011.0111.1101=8..........Limumummummimmammunimummimmj •'' , .. Lr11 1999-0055gqgq ( 221 11'I�M 444111T .i 7805 DART'MOUTII I'(i 28 of 100 ;c 4IiIiiii- I1- ' If this notice appears clearer than the - -` - JUN 0 2 201 ument, the document is of nu.rginal quality, microfilmed I1 I I • ' ' �1I1i1 1111!11 Illll f 111�I�1 !;111 l'l ijTil , , 1I ;II! ! 1111 ;) Ili!' !j111j Illljijl iIi111i1i111 ;l i 111lIf IIIj11111 111! 111 I Ili Ilii! !I! I!II ,, 1.4. '", f , „ y1,�a i INCH MAGE IN CHINA 7 — ii i ,` 1 u! l Ti 1$ l� L! -! l7 ,rte ni I 'III i .1.!"i II t I u ItI�: I I I I II,��I I'�11�1 llltllllii!ii•.ifit ;: ;11i�1`.11111' �"'iIIII;;I!11111111�!!11A..,111,i�llllllllllf►1I{Iflllnlit • .,•,, ; llLlll,Is..l�ll��ljfll�), ISI J �IllIIIII ..If111IlIIIIIi,.,-,!1,11,,..,.1 n•,11f I't,_IIIIIIIIIIIIIIIII il.•III4 IIIlI111 ..,VIII' I.1IIMIlli11 mi1,IWI11 In ," , II , I } r 1 `a ic I _. ik ‘11811/01110/1144211 . . - 1 • ,. . , SINSIIIIMINUMBUIr 117/11011111111111/811111111111111/01211111111111, IIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIMIIIIIIIMIIIIIIIIIIMIIIIIIIITMIOIIIMIIIIIIIIIIDIIINIIIIIIIINIIINIISIIIIIIIIIIIIIMIIIIIMIIIIMMIMIIIVIIMINIIIIMIIIIIIIIIIIIOMIIIIIIIIIIIIIIIIIIIIIIIIMIIIIMIIIIIIIIMMIIMIMIIITIINMIIIIMIIIMMIIMIIIIIMIMNIMIIINIIMIIIIMMIMIIIMIIMIIIINMIMIIII Revisions 4"1111)4 'fll GENERAL NOTES: mar. No Date Descri•ton 11111111111/ a 1. ALL ROOF PENETRA DONS REQUIRE PRESSURE TRLA TED 2x6 WOOD • 2-16-99 PERMIT APPLICATION illBLOCKING AT INSULATION AROUND ENTIRE PERIMETER OF OPENING '. FOR FLASHING ATTACHMEN i IN ACCORDANCE w/ SELECTED ROOF TYPE. i� , �� 4.4) ,. • r. C4-) 567[. VERIFY LOCATIONS OF ALL ROOF OPENINGS WITH MECHANICAL ANUel ( 30CSTRUCTURAL DRAWINGS. REFER TO SHkET A3.0 FOR 1YPICAL . � �\ ROOF OPENING/PENETRATION DETAILS. __________ ___________r___ ______.2.l i� T f ..... - . 3. CONTRACTOR TO VERIFY LOCATION OF HVAC UNITS AT PERIMETER I 2-7 5/8" MEET CODE FOR MINIMUM DISTANCE FROM EXTERIOR WALL. 2'--/ 5/8" t► -- 25'-0 3/4" _-- 34'-6" � ____ __34'-6' - -- — 34' b" -- 28'-0' _-- 24'-0 32'-0 _—_ I. I111111111., 4. GAS PIPING TO BE PAINTED: YELLOW, UNLESS PROHIBITED BY SPECIFIC JOB CONDITIONS. IF .HIS OCCURS, VERIFY PAINT COLOR 5' 4" 39'-2"� 5'-4" 36'-8" 5'-4" 36'-8" 36'-@" 5'-4" _- 36'-8" - 5' 4" , WITH OWNER'S REPRESENTATIVE PRIOR TO PAINTING. - - s • -. _....�_-- -- -- /5'14"/ - --- -- �`- - 1 3 3/4' � 0 34'-0 �4'-0" 34'-0" I 3 '-0" 26'-0" 13'-3" ' S. PROVIDE BUILT-UP T.APEREr RIGID INSULATION CRICKETS ON HIGH __ _ $ -__.- —f__ - —_-- -- --- `_ ,� SIDE OF ALL ROOF OPENINGS (AS INDICATED ON ROOF PLAN). I I I I I I SLOPE OF CRICKET: 1/2" PER FOOT. • :'1': 6. DO GASNOT PIPING.ATTACH PROVIDEWOOD SLEEPERS TO P'ADS BELOW SLS FEERSK FOR SUPPORT OF I I �o 6 CONTRACTOR TO COORDINATE SKYLIGHT LOCATIONS WITH THE ROOF FRAMING PLAN. 5•;• 7 CONTRACTOR TO COORDINATE ROOF SCUTTLE LOCATION WITH r- Mlt. COPIIJG - ( r. • POWER ROOM WALL AND ROOF FRAMING. 1—-- -- 1 I COLOR: "C" I I • • w �" T.O M. 0 30'-8" A.F.F. T.O.M. 0 ,30'-8" A.F.F. .O.M. 0 26'-8" A.F.F. I T.O.M. 0 2F'-9" A.F.F. • ROOFING rvlATERIAL — IN 3-PLY FIBERGLASS BUILT-UP ROOFING (10 YEAR UNLIMITED GUAFANTEE.,I - - - - - - - = _ _ - " - =■" . 0.4 �7 - .�� Ie :r �_. I ----- -10+�= -erf..,.__.._t, 1� 1. ...-. .� �� - •OLS _- ,� �^ 1 4 - L�� .-� I _f�► r �� F-- --� ! i ` f�- �- _ - i In REFER TO SPECIFICATIONS FOR BASE BID AND ALTERNATE ROOFIN �- TYPES AND PRICING INFORMATION. I 1r I �,. �� x --11 ROOF • VENT\ t2'_p" • LEGEND DETAIL 4 , I-,� I ROOF GRAIN do OVERFLOW I 1APEPED RIGID I y VI© I to " --'r'- �� /111r 1 ROOF DRAIN TYP. OF 7 "3 - CODE COLOR 5 ROOF VEWT I (REFtR T1) PLUMQ. DWOS.) S'LOPE:n1/OPER EFT. ROOF SCUTTLE I . �` 1 AI SEE DE TML - ti A VALSPAR /3858403 "TOY GREEN' VP j as N Drawing References• , I.' VALSPAR 0386A379 "BLUE LILAC" 2 T.O M. O 30' 8" A.F.F. I I I �8 No Drawlnc�e� PRATT & LAMBERT 02127 "SNOWFLAKE" -`-_--- i - _ i E • ... -_.-.--...-- W 1111 • �+ $ W Ii ■I= ap T.01.1. O 26'-8" A.F.F. I I ^� I I I d I .. I 1.1? � I D • i ,k-. N. .•••somma. : _, I 1 T.O.M. 0 26'-8" A.F.F. • ' / o TYP. O I 2 9 N RTU CURBAnkIll 1 t• : 2 3 I �, L I \T.O.M. 0 26'--8" A.F.F. N ,' D • � : (6.1 EiU I I III c \ I al - 1 3 / -- II . . Il I z v i 'c I i r 2 U \-- I TAPERED RIGID I INSULATION CRICKETS • SLOPE: 1/2" PER FT. BID DATE: 1999 I ' j (SIM. 0 TRU'S, ROOF JUN O 7 I N ID ___ , I ......___ HATCH, & SKYLIGHTS I 1 IMAM 636802 PROJECT NO.: 898631? , .--d- - _ DRAWN BY: CHECKED BY: ______ PROTOTYPE DESIGNATION: �q�9�RU ?K REV. t)./.V 3.5 6fi zo I t I i .)2.: , I I 1 J < I . • U r , I ~� I 20 108;' WATSON ROAD �1 I •I ST. LOUIS, MO 63127 I - • Rnl I I PROJECT MANAGER ! _ ry 7.--6" 21 3 1 u " ]TYP. If YP. • I so19'-3" TVPv I . 0, _ ,.., 1 . _____ + III•- �� \NEf ar CI) lri---- rs TYPIR ' a ' IUh () lyyg �� 4 ro SkYLI(:F11 I j 1 VI' 1Q,1t • I I ©© 2 7 , / ` i I l �� J OFPRORECORD: AL " I �..-r JAMES C. ALBERT' �l.`A� .0.\°' ,`5 I ll 21. 314-821-1100 '�S c P�-��R r I i I0 N I PRE-FIN. MTL. O . . 1 r--1 \i CANOPN ROOFSTANDIGM 5..A.,..../-\ ' I 1 RTU\ COLOR: "B"• MINIM I 1 ell '711 s I I _ __ _ _ _ __.__-_- - Na Tonal Office • ,�-� I . n 4 1 From Road T.O.ti1. O 26'-8' A.F.F. -- T.O.M. 0 26'-8" A.F.F. aromas, NJ 07652 Z iIIImIII 4 2 - -- 2.01) 599-7800 • 2 , I I 2 2 �©I Ill 7 � \ 4� 2 8 ' I I ! 2 6 D I I :,.r This drawing is the Exclusive Property of I ,12' 4" ;ANOPYTOYS "A" US. The Information shown may ' •----------- --- MTI_. COI INC- • - MTL. PING •- MTL. COPING— --• not be used nor the Drawings Reprodu.:ed COLOR. l'C" I I COLOR "A" I I COLOR: "C" without permission of TOYS "Fl" US. I I a K' iy I I II L L.a Location F Z 2 • 4, � D D) TIGARD , OR. 5'44" I 6'-0"--` rn 2V-6„ rn i7. 6„ il I 17'-61 v' 2V-.6" a' = 6-0" Ati J"� ..........1 I I---i. 1 22' s 3/f�" l 24'-0" 1 4-2-4 5/8„ 7' , 5/8„_... I 25' 0 3/4' 11' 5 5/8" 33'-0 i`21._8 ----_-____._ 33' 0Drawing Title 47'-11" 90'-O" FACADE 47-11" ,41 411111 i iii) .___________ , 6 0 • . ROOF PLAN Scale Dalgrr4 7 1999 -a AS NOTED ti11'A.. 1909-002244 ROOF PLAN NORTH Sheet No. I 1.(.. 19rn)-oo5l SC 1/16"--,---1'-O" • Ill I l 199q-o0223 ri,M IOW-Mit/4 7805 DA RTMOt III' I • PG 29 of 101 • , / If this net le appear.; clearer than the ' JUN 0 2 2000 • ...,:,.,.,...! --, f ' ,.. , . • . "e 1. I Icumen', the d foment is of marginal quality. ' I microfilmed , . ( 1 f ; 11 1 '111 1 i 111 ' 1 ill I I I Ill f 111rjl� 1 jell ; i li ! ill Iii! (I III{.11 11111 iiillli�i 1� l 11111111 Iji;lli l ! I !11 ! i 11111�1111III! i ',' k i • 1 I 1 I I 11 11 �', I I I { ( I , I . i ,l j, .I Ili 1 1 I ` • I i I�,1,1' ! ! i , 11 I I I I I , I T:, + . i•• . INCH �LIAArQE IN CNIDA t ' I T J lirI 11 rl/ r � 7J ! L1 1� r � f � f 1 , I lT I �,i 1 Ilii 1` it (. '`111111 (n I twin!! mum! '1 ' '1 'ltn1 n1111 I , , rnlln lnn Irrnr III a , 1 , !t111111101110110.111,1ritilithilaililllifthl!I Illflr!!I!iiHHILI!!!lii!il!! !IIIfII!ult!i�l_i!i!litil li!1ii0 .iiiiu ,ii!oH.If,.Iliiiii Iff.,.!• 111,.1+..{l,if,11 ! oii,ilif,4.,Ilif ,I :,I,Ili11., !!11111,111:1! l! „11111:111:11,;:lo 111 wili!1!111.11t, • I r.;, - 1 - - , rum------ . Y , . . G000.1.0.M. •MIMMib 11•11111110 11117:111117% • BILGO TYPE "S" ROOF SCUTTLE Revisions • � N E R A L NOTE• ROOF SCUTTLE _ -- ' 1'� (� EQUAL) w/ GALVANIZED -•� 4 FACTORY FINISH �- Nv Date DasCr i tion i CONTRACTOR SHALL PROVIDE ROOF SPECIFIC FLASHING DETAILS AT `LL ROOF CONDITIONS FOR REVIEW J ©© \ _ '� '' Date 9 AND APPROVAL OF ARCMIIECT, SHOULD ALTERNATE ROOF SYSTEM DESIGN BE INSTALLED BY CONTRACTOR. I I --_ Mill r , �C- 11 c TOP_HOOP _ �— -" STL. ANGLE ROOF OPENING L, r �� FRAMING ALL (4) SIDES +c- ,,, iffla IMMMMIIIIMIIIIIMIIIII .. . - 5"x.3/9" STL CAGE /� 1., v S1TitUCL pry$, CANT do FLASHING BY ,HOOP ® TOP & BOT./ \ ROOFING CONTRACTOR �__ . -- 1111111111111111111111111111111111111111111111. .OF CAGE --- PROVIDE SLOT IN LADDER LADDER _, e., i BRACKET 0 ROOF FRAMING �� I \\ FOR SUP CONNECTION -_ c' A 11 A \-TELESCOPING SAFETY POST _-__. I _� ,,_._, , 2"x3/8" STL. CAGE MOUNTED TO TOP (2) RUNGS 0 HOOPS 0 4.-0" O.C,--, I OF LADDER PER MFR'S __L'_'- Z -T'?- _ _.._ , I- RECOMMENDATIONS SEE STRUCT. FOR FRAME ALL WAY AROUND. CONNECT TO I STRUCT. MEMBERS - "-`-'" r� - KTREATED 2x6 BLK'G ALL WAY AROUND 2"x1/8" STL. CAGE TOP HOOP OF STEEL CAGE. g MIL. VERTICALS (IYP.) r�1„_ / • WELD TO STEEL FRAMING 4 f i+ CONTRACTOR TO O ROOF OPENItIG l ' PROVIDE PADLOCK ANCHOR LADDER 1 I (REFER TO DOOR SCHEE , BRACKETS THRU /� It I GYP. BD. TO __ RTU DETAIL X16 TELESCOPING SAFETY NESTED STUDS REON THIS SHEET FOR 3' 0” (X 2' 6°) POST, MOUNTED TO w/12-24 HWH TOP (2) RUNGS OF TEKS/5 SCREWS. ° CAGED LADDER INFORMATION / LADDER PER MFR • RECOxIMENDATION`. I BOTTOM HOOP — 11111 fro DETAIL 0 ROOF SCUTTLE DETAIL NOT USED c / O 81-Ow A.F.F. _ __ :��. ... C4 LADDER RAILS 1 diUL` GS ANDCAGE SCALE: NONE SCALE: 1 1/2" = 1'--0" (2'-0" WIDE) w/ RAILS, RUNGS 3/4" RUNGS a I TO BE PAINTED - PNT7 ...1 . Ili . . 12" O.C. (TYP.)_ ---- ;I I 1 CJ T SECURE RAILS TO �Y ° MTL. TERM. BAR CONC. FLOOR SLAB ANCHORED TO CURB w/ CLIP ANGLE WELDEDw/ 1/4" PANHEAD TO RAIL & 1/2"0 EXP. SCREWS w/ GROMMET ` BOLT TO CONC. SLAB - _ WASHERS 0 12" O.C.-� ____71._ Drawing References CUNT GALV. MTL. —r No Drawings FINISH FLOOR i COUNTERFLASHING- }}II 1'_Q" MAIN, - ---- A ELEVATIOK EXTERNAL WATER GUARD T fn RIGID INSULATION --VENT w/ LEAD FLASHING y� „ a ix .. " � l (2 1/2 LB. MIN.) • • O OVERFLOW DRAIN QNLI' f D w en wIII 1�� z, o m�+ii MEMBRANE FLASHING i t _ �.� • EAMI'ING RING & GRAVEL STOP /--STRAINER (TYPICAL) t }i Oa " EXTEND FLASHING ET IN FLASHING CEMENT CAGE VERTICALS 1 -1 1�7" (3 Q w • < x p n CONT. FIBER CANT. 3 (TYPICAL) 7/ (TYP.) :4.6. i`f n i UNDER &STRIPPING • NGOFING � I TAPER INSUL. TO DRAIN ', \ i I < , a m<2 ROOF SYSTEM /(/ I` (TYPICAL) �, 14 4 LT I q" ROOF SYSTEM - - I PROVIDE (2) 6" 16 GA z iiz3 v� 41,, MTL. STUDS (NESTED) N v z cr -••••• •••.--- 11 1.__ 4 - _ '�, CAGE HOOPS ki BEHIND LADDER :"?< AI I L MTL. DECK (TYPICAL) OF LADDER 1. l BRACKETS (TYF•) T.O.S. = ---- INSTALL PRESS. TREAT MANUFACTURERS SEALING -� q, :p,r .- _ WOOD BLOCKING IN >YSTEM (TYPICAL)--✓' I i SAFETY CAGE • TREATED WD. BLKG I VALLEYS OF DECK DRAIN PIPE (TYPICAL) (TYPICAL) ``-TELESCOPING SAFETY POST MTL. DECK ' • pig MOUNTED TO TOP (2) RUNGS '� 7 ��V/ SEE PUNS. DECK CLAMP (IYPICALI , . - �' OF LADDER PRESS. TREAT. 2x WOOD �� 5x3x5/I6 CONT. STL. FLASHING 5Y51EM: TBNO KNESSCKING TO OFIAIN5UL.ATCH ANGLE (LLV) - ATTACH • 2)-LAYERS ROOF STRIPPING PLIES - SET IN FLASHING CEMENT t TO MTL. DECK w/ HILTI" ----+— \- (4" MIN. OVERLAP OF PREVIOUS PLY) w/ 30" SQ.x4 LB. LEAD FLASHING fff"""""" ANCHOR TO DECK w/ 12-24x1 HWH #3 SCREWS METAL DECK x2 PFH SET IN FLASHING CEMENT w/ (3)-LAYERS ROOFING PLIES - SET IN o #4 SCREWS HILTI" 12-240 4 48" O.C. FLASHING CEMENT (4" MIN. OVERLAP OF PREVIOUS PLY) PLAN SECTION A-A • (TYPICAL) ® CAGEDDETAIL. THRU ROOF TOP -�- TYPICAL THRU ----- ROOF DRAIN & LJN11 CURBDE 9 AIL ROOFVENTOVERFLOW Dr2AIN 6 QETAIL L.AUDER r DETAIL© •- �� • pv SCALE: 1 1/2" 1 -0" --- • 2 3 SCALE: 1 1/2" = 1'-O" • 11 3 SCALE: 1/2" = 1' -O" 2 3 SCALE: NONE •1 UN u 7 19y� BARREL VAULT SKYLIGHT UID DATE: INSTALLED do FLASHED CADD NAME: 636A03_ PROJECT NO.: 698636 PER MEG. SPECS. BY • CONTRACTOR DRAWN BY: JDF CHECKED BY: CONT. SEALANT- PROTOTYPE DESIGNATION: 1999 BRy 7K REV. 0.99 MTL. TERM. BAR ANCHORED TO CURB w/ 1/4" PANHEAD ,t SCREWS w/ GROMMETLlxl WASHERS 0 12" O.C. E: '� MEMBRANE FLASHING--� O.D. FINISHED CURB BARREL VAULT �L:.I��V SKYLIGHT 108 7 WATSON ROAD cow. FIBER CANT? ( --PREFABRICATED ALUM. CURB ST. LOUIS, MO 63127 j TO BE ANCHORED PER C_C �, - = " ==:`,,,^ 00 MFR'S RECOMMENDATIONS PROJECT MANAGERS ROOF SYSTEM --PRESS. TREAT. CONT. 4"' SKYLIGHT CURB A 2x10 WOOD NAILER. I r 't ct,fT ?�. ti ,.c:0,- f CONT. FIBER CANT. �1�P '13 O rES • 0 -PPF W. ALUM. CLADDING I F I001121011 , OVER WOOD BLOCKING ROOF SYSTEM �� N fF J/�� OS. �ftt■rll COLOR TO MATCH CURB I j c, v # ....;_,....T Hilt iti tl JUP� p 1999 0,105 MIL. DECK- IIIMIEN1""' PRESS. TREAT. 2x WOOD I 5x3x5/16 CONT. STL. ( i PROFESSIrf ............______ , , ONAL / V''+ ' BLOCKING TO MATCH ANGLE (LLV) - ATTACH --- - - '-' ROOF STRUCTURE OF RECORD: q f� THICKNESS OF INSUL. TO MTL DECK w/ "HILTI" �---- SEE SIRUCT. OWriis - -- ---��, JAMES C. ALBERTS '9,, 'i 1 71, \�, ;;� • ANCHOR TO DECK w/ 12-24x1 HWH #3 SCREWS • "HIL-♦I" 12-24x2 PFHINSTALL PRESS. TREAT. 314-821-1100 C. h\"", #4 SCREWS 0 48" O.C. WOOD BLOCKING IN ...' VALLEYS OF DECK _ e l . 111L " SECTION r 6" O.D. FINISHED CURB Nati nal Office B 46 From Road ? _ Pdramus, NJ 07652 II' r," , I (2.01) 599-7800 O.D. FINISHED CURB --BARREL VAULT ! _- `j NOTE TAPERED RIGID (8) EQUAL LITES SKYLIGHT - = N BARREL VAULT SKYLIGHT �+�� INSULA110N �� .� - - BY BRI5TJt�TE SKYLIGHTS his drawing .is the Exclusive Property cf CRICKET ON t. -` __�__ - �� LC.B.O. ryER 2469 HIGH SIDE OF �_�— 10YS IMI JS. The information shown may SKYLIGHT. •SKYLIGHT CURB w A I A riot be used nor the Drawings Reproduced . SLOPE 1/2"/FT-1 r -- -- �-3j veithout permission of TOYS 'A' US. • I. CONT. FIBER CANT. -,'_zt t a 1 I I i ROOF SYSTEML �^- a Location O BARREL VAULT • - A 1. ilk ' 7.6 LYIT SH & DUAL TI CARDORs - � urelTirif\ / \\\ 8 SEE SHOP DRAWINGS ROOF STRIJIS'TURF I -- Drawing Title •8TRUG`L DV/DS. \ / \\,. /.. ��--TAPERED RIGID �_ / INSULATION CRICKET ROOF DETAILS --- .- __.__ -- -- -.------- ______ ON HIGH SIDE OF Q"'6- SKYLIGHT. SLOPE 1/2"/FT. • CROSS SECTIQIJ �;� PLAN VIEW , Scale Date, NOTED pat JUN 071999 MIA_ 199440)244Sheet No. LIS: 1999-005510 TYPICAL BARREL DETAILOF VAULT SKYLIGHT ITU}' 1999-00223 A 3 . i"I,1 A.TOW:OUT'/+ 7 7805 DARTMOUTH SCALE: 1/2" = 1'-O" I PG 30 of 101 ,t 4011P mareposomosposigmemenippopipmpoppoprop. ,,_,. If this notice appears clearer than the • JUN ® 1 2000 i dominent, the document is of marvinal quality. • • microt•illl1,'(1 •, .- ,. ' ,.,,, \ � 1l1i1l1 (l1li!1111 ; I1Illj! i' I1I1I1I1i;l1l . p(1�jT ,I r� ; ;1 ' III! ;I II I ,� i 1 1 . l' ( ll . I !ii 1111111i+Ij111;1 I 1111 '111111 111Illlillll ; INCH-I MAOF. IN CHINA INA ,►' _. ._ — -- ��, -� 1 i i-T IiiI114141141It� �iifs. I I � "f 'TYI I i:,3i, ' I I II 1 I I III 1 I lilll 1 I iII11 alai Til il'ill 1 II Alf I 1i fl' i i IIiiII ,inllll 1 1 Iii i ! li i u:i i nn 1 n:fI , ,1,,,+I1I11 whi;, ,,,t1lnil whirl iI'\ '. 1111111:1111IIIIII �I,11ll111,L,_,IIIIIfLI,I,IIIII.• ..IIIIIIIIIIIIA..,,III..,...liIii,.,,,iI,., i.idlhiliWil.,. I!,!ittiiii0iiiillin Illl..•I.IIElllilfil !I u,i,l I.! ttl lii;iitilf�i,,,•i11,,::,, Ii,l�,,,..,=1,11 , ,t,li �+ ��1 . I. . ....____ . 7 .} . . .. . . • . . . . , .. . . _ 1 2.6 3.5 4.2 5.2 6 i 0 Revisions __ , _ . , a © ........ II .I.JADL - -- __- No Date Deecri•ton 6'-0" 21'-6" 11'-6" ,1•_ 1 6'-0" __.._-------____-. - .___.___-_ -__ - - 2-16-99 PERMIT APPLICATION iiiTYP. I/' T.b.P,(HIGH POINT) 1 C T.O.P. _ - (� 10-C 11-A> 11 r}i- ` ` ADOLD DOOR #25 & RAMP <13-0> (11-D>C2-� (3-G' 4-C 1y inD10-C �1� 1 �_� A� 01 33'-0" A.F.F. \ 4 6 `h� O 31'-6 1J2" A•F.F. < 1'� ) <4-C> (3-0) 2-C) 11-D III ADDED DOOR BOX • 1‘......------- T,0•P. I _� -I__ 2� III REVISED NOTE /32 � ...�, __ / I4 • 29-9 A.F.F. , T.O.P. _ 4 DASHED UNE • io E 1 --t'(� 'i 7 11 • '� �, • 29'-3" A.F.F. p INDICATES ROOF ©S114. t 1�_�. _ N.J. .-"1." 1 7� .�, - LINE BEYOND -,-_,y • T.O.M• • 26'-8 A.F.F. _- __ __. • _ - 91 0 _ _ O 26 8 A.F.F. (! tt rt. •tst �� •3t7•. Yt•• ttirll -IIII _. .. o , i ,;u ???flit tf gtUistr ;t. tt ;t r -.- -- .. tm:ar. ut=. ;; .': ;�•.. �rj•r:�'•rK• tr t �• - - • T__-_O.S. _ - q " ._._ _,_.,....��..�..._. __------___.-..__..-_..._..-_-._ -_- -_... .. •.,.:..:."' .�- _...7.'7 __ -,.:.. --- --- �;, -i;�• - - _ - _._ . - - _ ___. 24'-7 1/2 A.F.F. • u. O 24'-7 1 '2" A.F.F. �r - o 1 ,.. , • 2 _. ---__.. 1 , -o' • ii 1"• ti., %? r'; �� '} 0:4....- ! i is r ;i :i tt is P.;:;, Jr' • �,. i ••• f s fi 'rl r..... 1 is a':' • • ` ;:3 •,4:.-; ft a •. 1 1 f rnr• -� (--D Revisions 8 0 60 0 3 � a • No Date Deecri tion y 2-16-99 PERMIT APPLICATION REVISED ELEVATION TITLE I I I I CLARIFIED WINDOWS. a "a . . :::.AL.. 29' 9'" EQUAL DASHED LINE TYP. = = = _ _ _ = _ _ - - : _ TYP' 1-0031'01'- O.M. INDICATES ROOF 2G li -- T• LINE BEYOND I TYP. I TYP I I 20 1 I ® 30' £s' A.F.F� • - r ,` 030'-8A.F.( MI 13-D ® 20 12-0 ® 3-D 2u , I _ - 1 6'-8" A.F. • •r• :"� :$ _ 'Xd�. •„i"'' :tsc,� �,. w ? ,.,�f,•�� ■.11.1111 I - t •- • - _ "s•••-•t_ :r - �'. ,y, . +,mt• 1 .II,. � Alv ��yt ! .I glii�l� t�••ii.i! • A.F.F. z :� <;:i. - ,:` ,`• ` !ni. ' LI • a EP 26 8 ` •=111 w - .•, I- NMI :mum adreimmuma . 1 • • •• . , , --miiiimiiiiii n liN-.*--_, 1 1 Ill I= It'!!if>♦i i�f1 -`:.y.,.�, �, ,--N•-.� .. t, s/ .. ,.. •,.. - • ♦ . ♦ .a • a •r it :: z -1' a 0C - "—' I. rt. r.�•M'•r••+-. •.. 4 . -4 -r. , : . — MIFF S. t-r -'-:rrr - tr-rT : - . . - - t t ■ I.. . - - - _.. .._.- .. •.-• -.. . �. .... .. 1 t • - t t t i t' t• 1t t 1. N. ■ :1. ■.Edi +-f r r r r r t , ■ '-r-■ -r -. ■ i Y � � }. 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(12'-0 A.F.F.j .�� II 02111Mapin- . -- .. ,i ..... . - .... -- - - . • '- ' •--Elo --......-. -I""'- ....-._._.r------- ----- -- ---- 4, 111 I --- ----- • Iwo 11111.4m, - - - B --- Iao I ( Ill 11:3T.ASIER �, lMPl1l �»s* _ q' 0■ ;► PILASTER I BASE 1 ( I I r • 1 �1ii1) 1 BASF I I I I I • UI it r • - - - - - - - �- -� PILASTER PILA.EER �' `� I BASE I M.. 1 B E 1 I I I I I I I__ I FIN_FLR. UNEl .TER FU. FLOOR LINE,1 - ___l1•• __I ,L-1I - A__ — — 1 __ - - — -- - L .J _ -- — -- --- -_ - — - Drawing References 4 t_L3 411, 7-0 36-A -`J 1 37-A ®: Drawings • II • • NORTH REAR ELEVATION_- �. VV. ATLANTA STREET — --- REFER TO SHEET "A4" FOR LEGEND OF BUILDING MATERIAL & COLOR-.1 ■ SCALE: 1/8" = V--0" ■ .� ■ (..F) (5) o Q e A r _ 0 III y EQUAL _—'_— 29-9� • -r WALE II I .r 13-."1") 3-D 10-D ® 20 11-D T•O.M. 2B 1 DASHED LINE r ,� /-O 3 8�A.F.F. 4 17 17 4 `INDICATES ROOF Ailli LINE BEYOND . . , T.O.M. _ - - 3 �• ' O 30x-8" A.F.F. o .• -: v•• ';.• . : /T.OfM�. I t 3 _ -` '■�r. n a' O 28 -9 A.F•F. 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I IlASTE _.-* _r• "i-, t• • • • c,>• • _+. r,..i 1�' ••�iLJISIEF . . . . . . . . ..� i =-:-r. �.��-�-t , . 1 •= till t11-rttr+t i r r t r t_ rt-rr t r1� +-r -+t++i : A ll! ►=t{ �+t_t_� +. dal"I' ,t t t' i ) t t+ r it r it + ■ Y 4,T-. . •i1/Ii1� 10001 � HL ,n' r bi f/fot10 @ofi i�l� t l7LgI. ,• BO� �f' • CIDbAF Sllsl�Ail� .M��s - , , AMU Y1M • .x `t :..i..:•d��. . . •_ .. C `-"'r•*' - _ . - _ _ crO'iLid�'i •• • . �; ., ��a� _. . _-- - DATE 6-7-99 il� • ' o rr I 0 I o i •" 5-C IN "' � L� i. � r1 ---- I i i I I rn��lr�� rrr r p CADD NAMC 36AO PROJECT NO 898636 —..-=-- z 1111 I BID . -,�, 6-C " _�_ I DRAWN BY: CHECKED BY: • PROTOTYPE •� I ry "•�''� �� ; -.' _o_ � DESIGNATION: 13 -l3RU 3'1K REV. 9 r. Z c 99 • • _...... • :' I. 'I I 1 O i v 15 1 I 1 1 'I - -- .------ -_"-- .•= . ' .-`r, 4 :J r{. Ilr : �..pical-j .,...;agma .�s_~,„,..,:...•.,.-r.- �, @!i 0©CD Ir. II �O ' _ __ - ---__ I —..,.::It ��.' '"►, 'i• ' �ws�ti�xi.� �Hil+ vseri err •_” 1087 WATSON ROAD II t `. I I I __ - ---------__ _ I I �, .*. av+' ,�,, .4 . ;:` _ _ ST. OUIS MO 63127 I n - - - _ H' FINISH FLOOR UNE l _�iSli_Ft.-oma _I --- - . ...._ - - � _ _1 I __ _._ __ I I LIQ '� ____------ 1 �- - - _ � ' PRO T "S , cl. r I� I. i s:, . 1._ -1 . v �, _..�.-w ✓ �,-rte- E,4 p • ', 32 ---- - -- - -- - - -- - - - - - - - - - <37-A) <.;7 A) 37-A 37-A 36-A ��' 38-A '� ® i 40 �v.�� . ,/'�',--�'v-- v./'-..-./ s. ti-�/ YY- i.�-^ �/ ^✓ / _n_ ^_�_�. ..�/� ti/� ^ .J�� . JUN '� 1999 W • rksT LEFT cLEVATION sm. DARTMOUTH STREET f >' °� AR,CALE: 1/8" = 1'-0" OF A� 9,.; 27, �\ JAMES C. lLBER S - ,, 314-8 00 ' 2Aill ......J . y .A 1 • �,-..- rWVs I 1 National Office _ 461 From Road • . , IOW_�� • .-----•---. -. .._ -_..,.,--- - - - Paramus NJ 07652 •'''•':'''''-'..•:.•••;.:1.•'..l.."•;-...'.7"'- --- --•. --- -'-- - ( 0 ) 599-7800 • 1- 2 1 osiomme 61 B" CONC. R(1AININC WALL t� - • • i•F T i I ? ' • -t - �:� q , _ . : . . , drawing isExclusiveProperty 5 0" 24.-0" -- 6' 0" -' 24��"__ .._.-_ _ 7'-0" �„ ; ; 'I A SII I t o . . • . • TOYSd„�„I US. The information how m This the of LANDING � RAMI' (SLOPE 1:12) LANDING RAMP (SLOPE 1:12) LANDING '�• . ' • .4:-...,,---..-4.•-� t �f ' r' �- 'r..Iv,diait `� "• Drawings r • s n a '.'1:'. ,� ' `aY ` `�';' �' (: ,._ ''a'� ° • t% 1 not be used nor theD a ings ,Rep Reproduced t 30-D 38-D 39 i I { I I,.. I II .I - I. I l.1__I-.I_ '' without permission of TOYS "� US. SASHED LINE z (1 1) 30 I1 -, • INDICATES FINISH > , •_ T-0' .. - .__1 24' . ' 6 -0--- _ ..._ - g' 0” 1 GRADE BEYOND H .,..7.,___::::,..,,_„_.. ..0„,....,,,,,u �''h#IS. °s': EA40ING :::______„::::::::_:)..°:1:.1ierems2:1,7:m LANDING ,,,�.�,..•• T _ _. - --_ -_ - — __ LucafiIon • .••••i• •,-...'..•.-.Ng M 1 1 LIN • _- FINISH GRADE FINISH GRADETI AR F0 R +�... _ "^ - �•'F , " ,.r ''. ' .;Ty, f + - r+' ..1 i ,III r�I��I - .�- - 'In (+8'-0" n C• .i .) (+8-J A.F.F.) ;-;�--•� .►� e+�f; ,� f .,�! r .,. ,r • o� �II'I � f ._ _ • „ •1■—.•-...r r• ' . a] . rl.-.a s• • •,r,•rTr•;^—•��. .+_I••-i-�i,Y k t.•4r1'_".-1• w with... �"�''^__". .a ,� i ssnr,r— - �"'�- 1 C•• 0 39 39 O o I •-..• ' • • ••'x' 7iM�I��w , �' * J•`s,is{ .. . . :: FINISH G ,11. _ . _ . _w_. DrawingTI PINI H RADE ----�--.. z Irry r �� - -$f: .=-.4-1 '• -t' ..,,, --' • ... .. .- o l ^ _ I r J;.-i :+ .: s^ i , r ^,� +4'-0" A,F'.F. Title r: . 1r' ' EXTERIOR t -- =� z. I 9R LINE E1N1 i.LNEI - _�...- =- . ___... -- - - Bdli_Ei.OR� l.lt - -__. .,... .. r \ " G�t•' �- � FINISH FL0 SH FLUOR w �� "� FINISHF 0 IN . ttacriii MP O. ar".Nitlfi ...........MOM MEMO ELEVATIONS . • 40 <-ao ) ScaleDate NOTED 6Dat -7-99 M11 11149-00244 T. RAMP WELL TFIRU RAMP WELL. . � ® LEFT ELEVATION Sheet Na. PLC 1999-00551 PARTIAL ELEVATION CON(:. RETAINING WALL PARTIAL ELEVATION RUP 1999-00223 YfLVI '1.4(19410173 ••••�' ,0 7605DAItTMOU'rN SCALE: 1/8" 1'---O" SCALE: 1/8" =- 1'-0" A 5 A PC; 32 of 101• J • if this notice t�ppenrs dearer than the JUN 0 1 2000 iiment, the document is of marginal quality. Ifl crotiIIIlt.(i . • ��'I{Iil ;Ilijl{!I I�I;I� IIi;!{I IIIjljl {ii!{I�ljl I�i`I�i�l�llt' I��I�j1+ ; i!l ,Illli� ' iiliilill{iI1 i'ii{i{I{ill�i,i il!lil{111IilI,!'iIIiiil��llilll ►i1 .III, I I. ' 24x . .. . ,. 71 L_ Ilo - _ ��t. I II11 . ! IMCN 'i MAr►E M CHIpA1 . f 1_- -T 1 �" 1t �`Tl-1:1- fit lit I ft, a, '!, I I I ill II i 1 iIl f 1. 1 Iii i iiiii Ii I I ilifllilil,srli 11 inn nollimii,..iiil 1, 1t11i t! IiiIII�r�'1iii111!!:11:1111!!11!111::;:::i 0111 l�Ili11 Armor ; , . ,. . " !I, )IIIIiIII{IIIIIiIII,I•I,I141110111011.1111111. .1111111111ii16111I iii mill l�I�,.i•1i 3 ..{IIl1i.(11�m i{n1i till .in4il.i, , i 1 I I !, P *— AMOMMIONA immiummummemmer. . . 4 • • ... Taminvolimummummitimilur-usummeribmimeammememo) . . • . . Revisions ps Date Description . 7-16--99 PERMIT APPLICATION INS • 0 .111 . . 2'-1 1/8" .II . ,Iii r-2 7/8" 10 1/4" III 1 `SIM 6 9III PRE-FIN. MTL. COPING— ii rj..1.11111.11.1"Mallillialar Now... AIII (Is) S ; TOP OF PARAPET O HIGH POINT O 33'-0" A.F.F. (7) 1111.111111 2.-1 1/8" ---- ----i ■ .t PRE-FIN. MTL, COPING 1' 11111 TYPICAL E.I.F.S 7 (BEYOND STEP IN PARAPET) REVEAL JOINT g E.LF.S. RETRETURNE.LF.S. REVEAL JOINT i,. , 1111== �� .11=. • -- TQPVAR OF PARAPET iBEYUND) a VARIES - _.._ _ ._ P EXTERIOR '" PRE-FIN. MTL. COPING _ FINISH SYSTEM (EJ F.S) �`l 1 1/1' • 1111 �r7"I •SN. N 1 �. ii � m I 1 7/8" 22 GA. GALV, 1/2" EXT. GRADE PLYWOOD CORRUGATED MTL. SIDING ■� SHEATHING (TYP.)----�____ 40.- _.yl -1/2" EXT. GRADE PLYWOOD TOP OF PARAPET 11 1/2" 16 GA, 51L. '� SHEATHING (TYP.) ■_ VARIES - _f " I t/1' 1 1/2 STUDS O lb O.C.- --__�--___ ■� 1 8 7/8" G GA. GALV. / CORRUGATED MTL. SIDING IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ILLUMINATED SIGN 1 , I • 0 1 -1/2" EXT. GRADE PLYWOOD BY SIGN CONTRACTOR SHEATHING (TYP ) PROVIDE WOOD BLOCKING i I "'I' CONTRACTOR TO PROVIDE 5x4x3/8 CONT. STL. ANGLE � 1111111111111111111111111111111111111111111111111111 ROOF SYSTEM OVER �, M11_. CLIP ANC'ES FOR (RV) WELD TO JOISTS 6 ff ' RIGID INSULATION 0 SIGN ANCHOR POINTS, COORDINATE LOCATIONS r 1 STTO CONT. SNL. ANGLEG HMENT SEE S'fRUCT. Owns. ROOF SYSTEM RIGID INSULATION OVER Drawing References TAP �I I w/ SIGN MFR. - �� (_ •.� (TYR BOTH SIDES) 4eI _ - ,"��pt�y TOP OF STEEL _ w��A_ r r�r�� '�'"__i e�� ,,,,, •, ..,, TOP OF STEEL r_I �„�,.,� _ __- .4 1.•i " _____ --- - •** •� .. am � . • . t.._.......t...t., w ` ,.7 _ :SIM _" �J \ - —_ raw n•s -----Ti 1 / \ /-\, a ' _ �, . . / ,, / ROOF RUC E a ( / . . \ lk TYPICAL LIT S. 7 ( V/ tom_ = _ i �-_ ; - - - ---- -- --__. REVEAL JOINT• 6 ( , :,: _�._.__ - �. ._- - D -- Ic ; ....r, lir --� 3x3x1/4 CONT, STL, ANGLE 7 4E.LF.S. REVEAL JOINT WELD TO BOTTOM CHORD OF �E�LF.S. REVEAL JOINT___-_ l I I JOIST, PROVIDE 1 1/2" LONG R 19 BATT INSULATION "OWENS CORNING FS-25" I ( ' t' CONT. 3 5/8" 20 GAS STL OR EQUA! ---------___ ( • STUD BRIDGING 0 36 O,C. • SLOTS 0 16" O.0 TO ATTACH STUDS w/ #14 SHT. MTL. - .► TYP.)--- SCREWS (TYP.) 6 MIL. VAPL,R BARRIER -- II _ { I 1 (. ( TUD R-19 BATT INSULATION CONT. 6' 16 GA. •STL S ■ REFER TO SECTION 0 "OWENS CORNING FS-25" L ._J i 3 5/8" 20 GA. STL, STUD BRACE - ATTACHED TO VERT. ■ • 1 1/2" EXTERIOR INSULATED RIGHTBRACT FOR STUD OR FQUAL - I BRACING 0 16" 0.C, STUDS w/ (2) #10 SHT. MTL. �� AC TO VERT. STUD w SCREWS TW. FINISH SYSTEM (E.LF.S.)--�.__ � �� ATTACH / I ) n BRACING ItJFORMAl10N. tt 4) X110 SHT. MTL, SCREWS ',, • 1/2" EXT. GRADE PLYWOOD I / « �TYP.) w «I r SHEATHING (TYP.)----�.� J/ 1 ,,,.: • ✓ / 3 5.'n" 20 GA. STL STUD ` ■ 11 1 /2" 16 GA. STL. ,/ b STUDS 0 16" O.C. (IYP,)----_.�_ , / b? (� ATTACH TO VERT. STUD w/ / BRACING 0 48" O.C. (MAX.) .o' / o 'col 7 4) #1 ) SHT. MTL. SCREWS �-- 1 I /,++/, / TYP.) 1 1111 __,__., .t /;' 7 1/4" FF_ STL. TRIANGULAR 7 1/4"�_ 11" COVER PLATE ------. �`-• . .1 ' ,' 5/8" 6" �i/H" MI • c' 1 1/1"! ►' 5/8" 5/8" 6" 5/8" 4 • -SUSPENDED ACOUSTICAL E" 6 CA. STL. STUDS - - - SUSPENDED ACOUSTICAL ---r 11.►. �--6" 16 GA. STL. STUDS ' STL. CLEVIS - CEILING -�+'�a� Is" O.C. BID DATE: _ CEILING '., —�� - '_-•�.'-, --•• I I • 0 i O 16" O.C. ROD 2THREAD DN 610 MIN. I _ ++ -_- SIM. i - , _ / " 1/ _._._- a (BOTH SIDES) JDF CHECKED BY: 5 8 GYP. BUAP,D { ---../8" GYP. BOARD CADD NAME: 636A06 PROJECT NO.: 898636 _ �► (BOTH SIDES) a " ' ` ` ,N + - n - EACH ENO W DRAWN BY: �D „_,. ,. PROTOTYPE DESIGNATION. __ R 3 K _ •y __ is �,,,..4 OTY 1999 B U 7 REV. 7 9 pm, ID. 1 �, N PREFIN. MR. STANDING 1 N E.I.F.S. RETURN (BEYOND) ` a ^ SEAM ROOF - \ \ ��0 STL. CLEVIS-- 10877 WATSON ROAD fl Q � ;.. .- o ^� { � N _i • -0" x 22'-4" ANOPY -_ 1 8 6" n �� -- '`'I "C`4 .,,,1) 1 6" 2 ( • ST. LI IS, MO 63127 P._ �' QP 1 6 9 k NT M PROJE r a • ► �a -„ 411. i in� ,r G 1 `r�U .n 7 1 4' �. L, F, , N 1/s s" �" a" I 1 p 7 1/a„ • ,' ( i1_ 11 -I ( I g I • a --f+--s -. —, �- / 4, ft r V t3 2 3/4"-- 4 1/2" ioz v - _ 7 3/4"�I _ 4 1/7" \I ,1 N t' ., " " I 01111 Z o i OREGON 1}-J�7 n R . N Cl , �O �/ A� / 7'\'7 , Y� "' "' • I I PROFESSIONAL / �/ 21, 1`' STL. COLUMN (BEYOND) II ` _ -" 1. ��F RECORD: FS' r, q��``� • SEE Sl<RUCT. DWOS. • N --. ... F- ,c- — _ oo __h G: -� ; JAMES C. BERTS ��_- g . _.__ __. _ __ -'__ - 821 1 tr,L i cn ,(` 4�4 314 00 d ,� H [J M1 l I V. o • .___..__.,_.__. -.. _.� _._ __ _ ___ o EXT. LIGHT FIXTURE v SEE EIEC. DYMOS.-- / / \. I ' PREFIN. MIL. SOFFIT PANEL r ritA = ,� %j 1 / N I I rl National Office ;' I r-' I / ,J J I c., ,161 From Road C, o z (ol> lit, 1 I ` o (201) 599-7800 to r ( I \ _�- -ti - - / BUMPER GUARD '; ^ I 1� a. 1•- a I I -,----- .._.... - _. , MTD. ON BOTH SIDES I I CONC. CURB (BEYOND) I I j I I This drawing is the Exclusive Property of OF ALUM, STOREFRONT a MULLION < 1/2" EXP. MATERIAL ICONC. CURB (BEYOND)--\) t b d th information o n may.. (B JD „ CONT. SEALANT--\ --- `... -> �- ( TOYS 51 US. The shown I I I [-CONI. FLOOR SLAB / 1/2" EXP, MATERIAL I I1-- STRUCT. OLWDS. no a use nor a Drawings Repro uce • coNC. ,IDFWALK _.. I S • D! w/ CONT, SEALANT--� I I without permission of TOYS ��q" US. SEE bNKs. SP2-. I �_ \ \ - CONC. SIDEWALK d � � I � // II ( SEE DWG. $P2 j..00atlOrl l _ FINISH FLOOR LINE 1 1 _ . 6 x _ . TI G R D , OR. Q 't.7:: •a. I - S .- ,: ' 8 • ._ U CONC. FOUNDATION t°:4;' CONC. FOUNDATION U 6 SEE STRUM DWGS. SEE STRUCT. DW�S *- Drawing Title - ( E VESTIBULE \\ GRANULAR FILL GRANULAR FILL --RIGID PERIMETER INSULATION R-._ -RIGID PERIMETER INSULATION R- WALL SECTI o N S (TYP. O _XT. WALL) EXTEND 24"T BELOW FINISH GRADE EXTEND 24" BELOW FINISH GRADE. Scale Date1 t o " 199'` . AS NOTED mu' I9V9-Ip1244 �. THRU FRONT FACADE Sheet No. ELC 1999-00551 THRU FRONT FACADE & 1 E C TI V N • SECTION • HUh 19y9-00223 2 � � ; ,r, � � � �� _ �. , i f li Ni'i t)I)4:(i(i 17'1 ' 7KO i)ARTMOUTI-I 1 6 SCALE: 1/2" = 1'-0" • 1 6 SCALE: 1/2" = 1'-0" A6 0 PG 33ot101 • :r If this notice appears dearer than the JUN a 2 2000 ,' • document, the document is of marginal finality. microfilmed - till •�11��1! !I ,I I! !I! I! I !�iii� ! t;!�I ! ilii �i !�i�l III, i I I 11 il) will iii I _ • • I I I . . i . ! i 1 i I I .!I .V: I x ' 1 I I i I ! i I 1i !i � ' ! I . ! (Il,' t ? i 11!! 'ilil ! Ili I I .!I I I I I i i li 1!!!Ili I ',NV INCH (�MAGE IN CHINA ! I I 11——TT ti—ff_ _ Fr , i ! ' �' .. L v: ' 0 4 I.. I 14 .--ff I.. .,.i 111 r 1...1 1 .i , r �. r . ..i,,.if . !n , ,I r, nnln , nill, In„Ir!!llii '.I!!iil!;11 !!!{!!II !I II!I!!"IIS ! 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COPING-�\ 0 • 0 �� "'"� O 30'--0 1/2" A.F.F. _ ( �-- ir 1'-11 5/8" < TOP OF PARAPET :i ,,.i....._"... 1' 11 5/8" 111111. TOP OF PARAPET VARIES 1 __._�-7/8" 22 GA. GALV. r------- f (• VARIES I 7/8" 22 GA. GALV. �I CGR JGATEU MIL. SIDING t'-7 5/8" 4" 9 E. CORRUGATED MTL. SIDINGf -- ----- - fi" 16 GA. HORIZ. MTL. I" - � _ EXT. GRADE PLYWOUI) g 7 I g , 1/2" EXT. GRADE PLYWOOD STUD - ATTACH TO STUDS ..HEATHING (TYP.) Q 1 w/ (4) R14r,1/4 SHT' Olik PRE-FIN. MIL. COPING IPRE-FIN. MTL COPING '- SHEATHING (TYP.) MTL SCREWS PER STUD I __��- #15 BUILDING PAPER i-CUNT. BOND BEAM w/ CONT. CLEAT w/ CONT. CLEAT �� ;. 111 1/2" i ;" 1 '/'I"- 11 1/2' S" r" �.� � GROUTED SUi IU I�"'�' REED! TO STRUCT. __ CONT. BOND SEAM 1/2" H rt/2 ," {H" ------6" 16 GA. STL. , '- � - -.._ ....• DWCis. FOR REINF. '� ---_ �-GP.OUTED SOLID. J 1 / ! - T.O.M. v �«,,.. ,� Sa ,.4,M• ._ 6 —_---�t15 BUILDING PAPER 1 1/8 STUDS O 16" O.C. ______ _ �, - sl ' D1� w REFER TO STRUCT. • Mr/ I. 114.414. l SIM. I nr • WATERPROOFING I \ , i I REgUIREJIAE>fJDWGS. FOR 7S NF. • ! ROOF SYSTEM OVERItil ROOF SYSTEM OVER c U _ I L ! ! OF WPROOFING Q! RIGD ILA1��' RIGID INSULATIO,J D�C In References N I LATION NI � mi I I No Drawin•s T.O.S. j I .:� .�. .. �-.� .� T.0.5. :Iii-I . . T_._0.S. LL * ITL , t r, It i ur t > �- ROOF SYSTEM OVER ..__a'. y1 L._ �m -'I {" liiii�f _ { - RIGID INSULATIONI �. ...+.. \ �`' ' +' ' q I( Rr► STRUCIJRE ' i ,� ,�lLI.UMINATED SIGN • CT. � ,� -' `•4 ' --,-J8. -..--p mBY SIGN CONTRACTOR ( �' P ilk TYPICAL E.LF.S. ] I • \t/ N Q,S•- I ~ ' �`�'�. ' rREVEAL JOINT 7 g • * �.___ �. -..._ -• \/ 1x •1, E.LF.S. REVEAL JOINT 1 I _:4_• _, °�<o �� ._.", I \ E.I.F.S. REVEAL JOINT Y I _::. • I _� X1 c =m 1 10 al I m x _^_'—' 1 1/2 EXTERIOR INSULATED 11 �, i FlNISH SYSTEM (C I F.S.) 1 ' { �' A IN G• RU• 1/2" EXT. GRADE PLYWOOD 1 I I Y B CO,N NSTALLEO S. IED/ . g SHEATHING (TYP.) t_ 1r i I t Y BY CONTRACTOR CENTER ! w a x I ■ o I w ICON IN SMOOTHFACE I ` <� I --1fir; i ;, oBLOCK BANG. � ' i m O J_'° ' tY m r t�11 1/2" 16 GA. STL. I ! ao�)• STUDS O 16" O.C.--- ,: REFER TO DTL. #1 Il N .I I�---f I ON SHT. AE.O FOR STUD W Z I BRACING IIJr ORA1ATlON. 1 1/2" EXTERIOR INSl1LATED I . IV �- �„ FINISH SYSTEM (E.I.F.S.)- I I . I a • . , L _1 ' 4.... 1/2" EXT. GRADE PLYWOOD ( i `w x i• • . a R-19 BATT IN ilJl.AT10N 1 :i Y ' a SHEATHING (TYP.) A. 8" CONC. BLOCK w/ KRAFT FACE �-� w/ ' HORIZ. REINF. ,, 1111 •-..... I b. �-,., 0 1'-4" O.C. VERT. J • D-' . E 11 1/2" 16 GA. STL. I it & FOAM INSULATION m ao°�m 11 SIM 1 f STUDS O 16 O.C. ---- __ ,., - co . 9 L -� 5/8" GYP. BOARD. _� ♦. I WI ♦ x - (EXTEND TO UNDERSIDE .., 1 .,, 1.0 OF ROOF STRUCTURE. TYPICAL. E.I.F.5. 7 ♦� I I • BID DATE: f ,r, 07.1899 r • -03 CONTROL JOINT � , I ♦ ^411 6A.07863E CADD NAM PROJECT Na:NO.: ,F) g i z �• DRAWN f3 Y: JDF CHECKED BY — y I �+ 8" CONC. BLOCK PROTOTYPE DESIGNATION: -1939 DRU 37K REV._J.a ` 7 I M I w E.I F.S. CONTROL JUitJ I --� _ i".._ <,' % z w/ HURIZ. REINF. , 1� W. _ "� ti; I y,� O 1'-4" O.C. VERT. j \ -- — , I 1 W. I n •''• 1p ay i di & FOAM INSULATION - ' j 'N O CJ • E.I.F.S. RETURN w DRIP n I I `.' 1X# it H IiMtJ (BEYOND) / �\ n ��-- STL COLUMNsT (BEYOND) w : ..---�`- SEE STRUCT. DWGS. @LA @ gCCO _L , �� ♦ N 8" CONC. BLOCK I N N o 0877 WATSON ROAD . i ♦�. ,c w/ HORIZ. REINF. W i I NOTE: ST. LOUIS, MO 63127 T " NOTE: I PROJECT MANAGERS ALUM. STOREFRONT SYSTEM I • , O t'-4 O.C. vERT. FOR LOCATIONS OF i Io °f E' J K ' FOR LOCATIONS OF • w/ 1" INSULATED GLAZING I & FOAM INSUI ATI(1N a ' '^ CO CO BOND O D STRUCT. DWGSER o ~' c, v '�"�:.• 1:0.... BEAMS-REFERDWGS ' ". a ' I 25 I ��F i) PN o� E.I.F.S. • RETURN (BEYOND) -� � I �' •' .LUN 3 01999 �' EN F `'` , N • I *' I I 7 1/2" 6 :o 4--8 3/8„ 6 ' co ( '} Q® NI Q® • PROFESSIONAL N„ .. .. I� `� DREG()Ai OF RECORD: J -. JAMES C. ALBER ' N -...- -- E.I.F.S. REVEAL JOINT " ( --- - It - / ��i/:`� == I (ALIGN w7 STOREFRONT MULLION) 1• • ? ` / / 314-821-1100 41 ;6 c >7 21, • . •., i " W. ESI - a./ , ,elk • , i 4 El , .... ,, Illr tiS . ,k N I ,4 ,-11 - •n k I N r;" z n ♦ STONE SILL CAP ( • a. STONE SILL CAP atirnal Office ---- /461 From Rood • ,,,,, - _ _ I ` .�} y '' ._- _ Itsaramus, NJ 07657.. } • NR Io ) BUMPER GUARD - MTD. ON R 'COh. 0 �� - ?,. I i 7"1, ^l0 2 1 599-7800 1' 8 1/8 • 11--, 2"x2" ALUM. TUBE CONT. I z u CONT. SEALANT. --\ 6" 1/8^ g^ BETWEEN VERT, MULLIONS )` `�'� o w a i ATTACH TO VERT. MULLION'... ♦ 6 1/Z=, m `; ( 1 1/2"x1 1/2" CLIP 1/2" EXP. MATERIAL I '�' wv 1/2" EXP. MATERIAL ' I 1 wa ( This drawingis the Exclusive Property of • CONC. CURB DwANGLES O EACH END) TYP w/ CONT SEALANT 1 1 c�Q w/ CONT SEALANT q 03 p y N CHAMFERED EDGES. \a b" /2�> q mTOYS A� US. The information shown may r' 1/2" EXP. MATERIAL -_ - CONC. CURB w/ �� ' r-f' CONC. CURB w/ I .,, D U I w/ CONT SEALANT GONG FLUOR SLAB CHAMFERED EDGES. odta ` I SEE STFLOO SLAB y CONC FLOOR S! AB CHAMFERED EDGES. �, not be used nor the Drawings Reproduced N SEE STRUCT. DWG& • Y. a without permission of TOYS ' " US. • r VONC. SIDEWALK C SEE SHEET SP2 - "b CONC. SIDEWALK ! 3 CONC. SIDEWALK ` CONC. FLOOR SLAB °UG FIN. GRADE VARIES- x. CONC. FLOOR SLAB - �- �, — !" N � SPIFFY C3 N � , I •,, 0 SEE SHEET SPZ ._ SFE SIRUCT. CMS._ � - - - SEE STRUCT. DM. •�'„• Location FIN. FLOOR LINE ' ♦•♦• FLOOR FIN. FLOOR LINE _ �� ,� FIN. FLOOR UNE �♦ 4... __.,___-_..__� • FIN LINE 4_ _ -- ♦ � _ �.♦,. 01111.1.1111 , • TIGARD , OR . ! vl �""'_""� +�-y ✓ .'.t .',""'�--GRANULAR FILL X }1r - \,' ' GRANULAR FILL • :,, a ♦ I 1 0 �C EXTEND SPLITFACE GRANULAR FILL ,' 7TH, --GRANULAP (-III 12" CONC. BLOCK >, s• ; CONC. BLOCK ONE • `�, CONC. FUCT. AT10N PILASTER-- ,X x, 7 " lY ,• SEE STRUCT. Dw1iS.----" Ir Ai (THENSE C©NIINWEGRADw/ 1/......L..........,\_‘ Ll C(7 W In(� Ti tl e�n �' �A W41 In SMOOTHFACE BLOCK�� ., - . ,• k ♦ , TO TOP OF FOOLING) y � WALL SECTIONS N CONC. FOOTING CONC. FOOTING. • .-7-7--,-1CON . FOOT NG SEE STRUCT. owns. _., SEE STRUCT. owr3s • , SEE wos. S c u I eAS NOTED ....j Date i _--- JUN 0 7199 • .. ill ..,. Ml c' 19994 1244 THRU FRONT FACADE TNRU FRONT FACADE Sheet No. _I 551 0 CURTAINWALL WALL SECTION T MASONRY WALL WALL SECTION THRU FRONT WALL WALL SECTION THRU SIDE WALL G1.( 1)Ay (o__ a WALL SECTIONA7 [IUP 1909 00223 - " " SCAi_E: 1 2" = 1' -O" II41SCALE: 1/2" = 1'-0" 0 Irl;M•IE/944101•/3 1 7 SCA'- E: 1/2 1 --0 a SCALE: 1/2" = 1 —0 / 7805 DAR•T•MOI 11-11 I'(i 34 of 101 . _ • • - • , . omellormimapposposmiones".06,00o , t= If this notice appears cieJtrer ti :1n the JUN 0 1 2000 � ct . umenl, the document is of marginal quality. 11► tr'T(111i111 ' 1 .,. ._. _ , � ! �'ft i � I ;. �► ii Illi. �� i ! I I i i!i 1' i !i ' i i i'! 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CLEAT----� x I 7.1 III - aiirir 1 0 SECTION "2B" . 1 10 1 O.M.- _:,,k_____- 1 -CONT. BOND BEAM O O SECTION "3A" 1 1 1 1/2" EXTERIOR INSULATION a GROUTED !".:OLID. NMI FINISH SYSTEM (E.LF.S.)-- - I © O SECTION "3" 0 SECTION "2" & '2A" 0 11111 1/2" EXT. GRADE I r j 11 I 1'-11 5/8' 1'-11 5/8" 1'-11 5/8" • PLYWOOD SHEATHING---_ _4 :9----.\9 �- 1 ( I 1'-7 5/8" 4" 1'-7 5/8" 4" 9 1^_0• 4•zinit.___________- _____.. ILLUMINATED SIGN • • s �'-� ` 7 g ARE-FIN. MTL. COPING < BY SIGN CONIF.ACTOR I I i`, r 7 5/8=� ■ (CENTER SIGN IN � 1 5 :.' FS. WATERPROOFING . MTLCOPINC I PRE-FIN. Mw/ CONT. CLEAT CONTBOND BEAMCLEAT 20 GA, STL. STUDS IMINME i4- --. �_ �� - f vi O 16" O.C. - ATTACH TO I 1 CONT. BOND BEAM a�- �- ON T. BOND BEAM `---- -'-� - t . ' T.0 = "` GROUTED SOLID T.Q . REFER TO STRUCT. - '.. -- T:Q • =_'--- I GROUTED SOLID ` _ 7• LTi S ILII" KA'�E BLOCK w/ I I , w �_1�� 1 �- "HILTI" kVAK-CON II+ u REFER 'K) STRUCT, i ��-- ' MOS. FON wt4f. I <• I DINGS. FOR ROW. IA, I WATERPROOFING 14-114 7hWH SCREWS z I , .� I to REQUIREMENTS vi U m W O 12" 0.C. (TTP.)---- It.' I4 >_ °° I REQUIREMENTS " r c I z -' _, ",.._I h n I .j ,..--WATERPROOFING r "I I �� i -�-WATERPROOFING °` lyl ■ �� en 1i a-- _ + it 11 I Lt - - I ROOF SYSTEM ., I 1 I 1 r• I NEMO U ut U wti x II .4• -4, a o g RETURN E.I.F.S. TO WALL- // I of 3 O I I -8r14- I I H 'o _< 8,. 4" 1 N p - ..... `°""...""'� ,. - 3o DONT. SEALANT & >.� -0N . m �' n" - '� T.O.S. co g m - • 1 �, �� .- Drawing References BACKER ROD -) ) . < l it L . . ._Drawit..� .. _. . i �*Nckg c 6 ROOF SYSTEM OVER 1 6 0 (` f"• ROOFING SYSTEM 1 `�. .,.-✓ a `� ROOF SYSTEM, OVER 11141 ;�. ' o� 8 OVER RIGID !NSW toez1 RIGID INSULATION - m Ft RIGID INSULATION m Tri y\ ._ t3 �- ICO Di a � Aii�iai�rii :::::::11340 Y _• T 0 F� b +� ► •0.$. �"' -L7-\TT , 0.., i __ -i / - � ;`� • . •. L7-_ ^�:,�-S I Y - , l'U ��\ ;X^ ....rte.-_�.__.. ._.88 d'-U" SU. t.ivL^vED f oLORcD $ Y `� / ;?� I -8" CONC. BLOCK • ---"---PLASTIC BRU ICONS. /'� �, c� 8" CONC. BLOCK �? w/ HORIZ. REINF8 8" CONC. DLOCK " / ��YO 1'-4" O.C. VERT. ■o 0 ` CENTER ICON IN CENTTR-SCORF_[) s'< - ' w/ HORIZ. REIN.. w/ HORIZ. REINF. w SMOOTHFACE BLOCK BAND. + " O 1 4 O.C. VERT. dt`INv� PROVIDED BY SIGN CONTRACTOR m O 1'-4 O.C. VER T.JI \ °D�j & FOAM INSULATION - Illk ' ` • & INSTALLED BY CONTRACTOR.--__ / t,, h FOAM INSULATI01 I 1 + \r>~ j `� ter,,i; i L ---_,..;....... , . ', 1 i I 1111 - - Roof- `,TRUCTui•I ----•:, sl 0 I 's,!. SEE STRUCT. DWGS. 11 STL. LINTEL --STL. LINTEL < X. S1L LINTEL. � 1- N w g STRUCT. OWLS. , 6 SEE' STRUCT, MVOS. ,/ SEE STRUCT. DNS. 1 z. 5 lc l I •) I I I 1 x " z I ��-4" CONC. BLOCK INFIu d z z ALUM. WINDOW FRAME '. ' III 1 ASiLI:n w/ HORIZ. REINF. ,M < i--83 6 " CONC. BLOCK __• ( ) _ "�� O 1'-4" O.C. VERT. � � , (FINISH TO MATCH �� ' • w/ HORIZ. REINF. 1'-4" O.C. VERT. • ��' ~ ( • `~ .on DISPLAY WINDOW -4" CONC. BLOCK INFILL 111 O �u m z •mtel.c; r ~ BELOW) /TEMP. I , O 1'-4" O C (VERT.) i1 " & INSUL. INSERTS is 3 �� z h i I ( ) II ., I. I '� ________�.. 1 SPANDRAL GLASS-�„�I STONE SILL CAP I �{ < P. t W v -4" CONC. BLOCK INFILL a� m 1 • U • E . w/ HORIZ. REINF. ) •o w j : er uo Ia / '� ;o. "- o w • o f O 1'-4" O.C. (VERT., �, +� • w N d -__- � -. ___. .a , �--STL. COLUMN (BEYONL,1 .z x. °o � � LA) I:r � o v �'- � '_ ill. CUI-LIMN (BEYOND) BID DATE: z a FIN. GRADE S1Tr. COLUMN DINGS.BEYO ) a �, • .r'` SEE >f1CT. DWS. > j o N g •• SEE STRUCT. OBWCiS Nu) al 1 DRAWN7,_ BY: 1 z al y,� �-'� SEF STRUCT. DINGS. .�--�� SEE STRUCT. dWt3S. CADD NAME: 6360071 PROJECT NO.: 898836 / :'j ' = g<8'-°) <8 m VARIES i a K o w rt , o ev ,TDF CHECKED BY: t�.-1�'- • o I I ;� a I �' -~ 0 I ,' i I PROTOTYPE DESIGNATION: 1999 BRU 37K REV, 0.99 , ew to i r w • il�� NOTE: �; ;`' NOTE: ° U N NOTE: c o • NoRT LOCATIONS OF Lel! t IIIcg FOR LOCATIONS OF rA 4: �� m . - FOR LOCATIONS OF 1 FOR LOCATIONS or aS z • , n BOND BEAMS-REFER >0 5; BOND BEAMS-REFER 0D W BOND BEAMS-REFER ' 6 o BOND BEAMS-REFER N _.__.._. i 10 TF'I.JCT [IWGS e" • �. Q TO STRUCT. DWGS. w t,; •� .a TO S1RIJCT. DWGS. EXTEND SPLITFACE CONC. TO STRUCT. DWG', ,,, 1 'o bi ,, '.E4 i z. ,_ c _ .^, • BLOCK VENEER MIF;, ONE '' , ° • e STONE SILL CAP r to • •F-' e4 1 .t COURSE BELOW GRADE > .', u i4 00 '� �'' ' a0 • r $ "' - < 7 I ' r I , .R t. VI N . 8 . n ,.- D 10877 WAISON ROAD H „ rA N 'c. _ _ ..• - . ,� I`i o v �. • 8 3/8• �� g j ,� a .1/e PROJECT MAN GERS N to �� r FlN. GRADE 2 \ I / �" t ' t. 6 u _ N N, 6 t ; ' 6 �T. LOUIS, MO 63127 ' t. Q, . "1:1 6 1 ALUM. DISPLAY i ri " dQg: .l `n `rY ;o <$� VARIES Ei N !� • 13 P w °D r WINDOW UNIT -----+► Q 13 '1 °" CONTRACTOR TO STEP CONCRETE N `y ~- �+•I i 7 W g5 2`� .1 + t± w I FOUNDATION wALL. FIE!0 VEP.IFY N +1 I I " " , , 1 i71 y , , , g LOCATIONS OF STEPS IN CONC. i 3 , " •� .- • Opts • + Z5 .. I FOUNDATION WALL w/ PROPOSED N -'---- `~ + / FINISH GRADES. SPLITFACE CONC. �; I 2� 1: ro / �< . A > . . BLOCK TO EXTEND MIN. OF ONE 1' • ��"' a STONE SILL CAP - �� $ co I NI E-, . Li1/0/ z COURSE BELOW GRADE TO MAX. / �. to G G. " OF THREE COURSES BELOW GRADE. w • • :*--- 0° �--- 10,115 /0 o - , -- PROFESSIONAL w �I CONC. FOUNDATION • ^ • I o s �� • ^ 1 r JIARIFS ADE 2- 11-11 • " I OF RECORD; • CONC. FOUNDATION �o �� WALL ----- -- i F 31 WALL -.. ` z y4 ;o <m F- ,� 5 }• P 3 5 B" ` g s �, . D�jU ►• ^ ti- j j� 314-821-1100 - , , �, _ 1'�4" / @ 1 a d w +DE],y, STONE SILL OAP---., - I, C (� z �< Til. I.. :4 7 > X , 1. .. . < m ' d • CI CONC. FOUNDATION g 117 - .- Ilr fifth® . 4, 6 • WATf.RPR00FING • c` WATERPROOFING- w WALL "e " . 0 o ' • 0 3 Nati•na! Office o' i.., 42.1 to . / 5‘ h a WATERPROOFING ,. o 461 From Road ^ ' I a II I j I • Pa amus, NJ 07652 I DRAIN TILE z DRAIN TILE r • . - " I z . �; U (2 1) 599--7800 ° ih ° FIN. GRADE - CONC. FLOOR SLAP • '. ^ CONC. FLOOR SLAB ® - STRUCT, SLAB. N VARIES CONC. FLOOR SLAB ' • DRAIN TILE CON(:. FLOOR SLAB SEE STRUCT. DWIQS. SEE >f?RUCT. DES. SEE STRUCT'. DNS. FIN. FLOOR LINE\ __,� . FIN, FLOOR LINE • • ,� FIN. FLOOR LINE__. _ -- �+�_-- _____FIN. FLOOR LINE � __.__-,� --.--- --' - - This drawing is rho'Exclusive Property of ,� -._.� ,� -_ -_,,_� -- - - - TOYS A US The information shown may , ,' ..w .1111111111111111111111111. . •4� i I IL-11H •/s 4�a1'.'' O ,. , n 111 _III IIf ( <<�,s ><' . , „" . �' not be used nor the Drawings Rhproduced • ` GRANULAR FII I GRANULAR FILL " `Ix{ GRANULP.R FILL GRANULAR FILL CONC. FOOTING " without permission of TOYS 51 US. CONC FOOTING - CUNC. •FOOTING 9EE STRUCT. OVYOS. x; •. , _____ ,SEE 3TM1CT. D1MDS SEE 81RUCT. DWOS. -/----Nr-i- ,i 1 - ,‹ >, v59.!, \_L___E:_7__.__ .i,, 1 I_ �'� • _ m� -- - - -- - Location ^ CONC. FOOTING .•9,...•...,..., .......,.........,..L........,* .. ....-.A. . ,' 1____ ____.___ . F • d1 1 . . , . , , ,' ,,4.:1'A " S£E STRUCT. OWLS. • A . A 9 A A.,, A • TIGIA4RD , 7R . " " ^ , • • Drawing Title " . A " " " " • " EXTEROR �_�__ _ WALL SEPTION ^ " " rte. - _ , - _r____._.___._- _ ^ S, 0. S c a I e Dote AS NOTED 6'--7-99 r"ti THRII SIL�c OR REAR THRU �''DE OR REAR WALL TNRU SIDE OR REAR WALL OWALL SECTION T WIDOW CIRLA.Y UNITSheet No. Mt:� ly' _"II'`T� WALL SE�,TION WALL ® SIGN BAND 3A 3 WALL SEGTIQNBwINCOW DISPLAY UNIT 2a 2A 2 WALL SEGTIaN® WINDOW DISPLAY UNITFLC 1999-1Iwl - - " .' »u 19 - t 23 S A : 1 " = 1'--0" �-_ S5 T7.1 SCALE: 1/2 = 1 -0 7.1 5 7.1 5 7.1 SCALE: 1/2. = 1 ---0 1'--0" A A /t��i 1�i�1�h�.I 1 CLE /2 rif 1 • t a 7$05 DART M ri1 TH Loommemosom10011101111laimmismommismemmomsommommimiummosi � • ..i.................:............i ..,,.. If this notlre oppeal s ck a•cr than the JIJM Y document.ent. the document is of marginal quality. , I111c1'Oft'imed r. i • T t , 1 + 1 t 1 +. _ 1 i ' 1. { ' ! I I i i i i I 1 1 a i I11Ii111 ,lIl III;f1I;lull ! I{IIIII1I;11( -i' Clf t l; ii ,1"'1 Ili : , 1{Ii1 ,I • 11 1 I I. I} I� ; i, ( 'i 1,11,1 1 ;111I1III, .1I 11+1111j'lillt " INCH �N.AoE IN CHINA -, _ - i l.Lt11-1-11- , ! - A . 4 .. -• t-�- �� -�-- -�-- -� tt ; 1j 1 --1-! '. f1 I-. ti-, II -• - tr 1T ; II- �f I + I I III I 11111 I II lilt i l III {iiI'i { 1 I II' ii + lil i'(Iil 1liii 11{' Iii iijii i' i i1fil 11'+tl�}11!'111111111°I}1}�i'jjillllli 1IlIi�'l�ill !I !! 'Itilill!l111;Ile!1111riIll!liilliiill:llllillillllillll�lilill! .. ii 11411111111111111111111":1111,I�1•I,,,,IIIIjI,II�I„Il,. ,IIlli.l,llllil•..II 1,,,. .11ljll.Illl, I!!(.I11.,,1,.I411l,I,..�I!l1.1 ,,.!}i I,IIl.,,111,..I • •.I,li,ll 1!} I • • dt111Me - rimillimillimmlimilimmiminillimilimillimilluilli. ' Revisions No Date Deacri•tion 2-16-99 PERMIT APPLICATION NO REVISED SECTIONS #1 & 2 WY= I 0 M5iiii 2.-7 5/8" Ill t'-p" 1'-i 5/8" 4" ■ PRE-FIN. MTh. COPING ' -0, -. w/ CONT. CLEAT— CONT. BOND BEAM III GROUTED SOLID. 1� w e i WATERPROOFING .�.. vi m /�� II otic � 0 � Wo NM in 2'-7 5/8" - ^ PRE--FIN. MTh. COPING - - 8" IC .\-)- 1/4' w/ CONT. CLEAT ,--CONT. BOND BEAM IGROUTED SOLID. .................... v I w I WATERPROOFING - '""` U m ; o � i -:.. .4 a �` - ROOF- SYSTEM OVER = RIGID INSULATION III 41,1,1 ,.T.o.S__ - — - Drawing References •• • No Drawings • ROOF SYSTEM OVER III RIGID INSULATION �� ' V<> . • 'v m 111 s,. P ::=.:11111111111111110N1111 . III II. • IIII „..............._ I. _ _ . '.° (2) WYTHES OF a" CONC. BLOCK _ . . ___- -_ w/ HORIZ. REINF. � • O 1'-4" O.C. VERT. & I SU . IN ERTS111 NOTE: 1111illill FUR LOCATIONS OF BOND BEAMS-REFER • TO STRUCT. DWGS. I tn S. 6" (2) WYTHES OF 8 8" CONC. BLOCK 1 il w/ HORIZ. REINF. STONE SILL CAP-\ O 1'-4" O.C. VERT. .. ■ & INSU . INE TS ?rP" FIN. GRADE `J a e W Wg '' BID DATE: 6-7-99 VARIES U. # ---ST1. COLUMN BEYOND) 636a072 PROJECT NO.: 898636 < STT.. COLUMN BEYONQ) ( CADD NAME ii_14....18 , m ..-��SEE STRUCT. al " t SEE STRUCT' W0S. DRAWN BY: JQF CHECKED BY. GJ� d : i PROTOTYPE DESIGNATION: 1999 BRU 37K R. V. 0.99 N `:•1• -. 12" CONC. BLOCK fO • NOTE: 1 • . , w/ HORIZ. REINF. ? ;; f ON LOCATIONS OF s O 1'-4" O.C. VERT. o f CtOND BEAMS-REFER �____-. .----�+ " & INSUL. INSERTS TO STRUCT. DWGS. In i ` N • , 1 .._1.. $ > I 10377 WATSON ROAD if,) ST. LOUIS, MC) 63127 ,, i a she• PROJECT MANAGERS 6 7 ® ��c.D PR Or FS 1 �, G I N€.4. ��d . . k !UN 3 1) 1999 a� 4� 1� �' a ,� A 10, , " I ,1 OR �,� .. • . •12" CONC. BLOCK PROFESSIONAL STONE SILL CAP w/ HORIZ. REINF. • OF RECORD: 4 . 14 .` 0 1'-4 O.C. VERT. N ,TAMES C. ALBERTS F 1 �, & INSUL. INSERTS f C. F ' - • 314-821--1100 , • • ; I . . . . / ... itA • wise ,,, gilt,ti ...1 ' >:,), , _i I... , _M 1'-1t• e" L a, �� <1r 1 natio al Office �/ " `�g " . 8" CONC. BLOCK .. a ""./ ......, w/ HORIZ. REINF. 461 rori Road • O 0 1'-4" O.C. VERT. oro us, NJ 07652 • 4 x & INSUL. INSERTS ?O1 599-7800 pp,.,c x, " I�m FIN. GRADE Y �` - CONC. FLOOR SLAB \, -- CONC. FLOOR SLAB VARIES -- a SEE STRUCT. DINGS. SEE STRUCT. DM. FIN. FLOOR LINE FIN. FLOOR LINE r 3 " , This drawing is the Exclusive Property of ?H I TOYS "SI" US. The information shown may • �; . not be used nor the Drawings Reproduced `' t " 4..._.....--A,.-.._— - ��—GRANULAR FILL without permission of TOYS "A" US. ca i FILL • 6,1 CONC. FOOTING L ':r=- GRANULARr WA fERPROOFING-------�. LA SEE STRUCT. D1MtiS. '"' _s• ISI 1 _.2-- t -__--_ Location ^ CONC. FOOTING " TIGIARD , OR . 1 • . • • ,, SEE STRUCT. ORM.-------•• ' • e •r1 ^ •9 • .1 1 • IIIIMINIIIIIIIIIIIIIMINIIINIMPIIIIMMILINIIIIIIII e Drawing TiI tle e EXTERIOR , . — - WALL SECTIONS Scale Date - AS NOTED 6-7-99 ma. 1999-110244TNRU SIDE OR REAR SECTIQN THRU SIDE WALL Sheet Na.• LLC 1999-00551 2 WALL SECTION® MASONRYPILASRWALL WALL ® MASONRY PILASTER 13UP 1999-00223 'PIA'OM—two S 7.1 SCALE: 1/2" = 1'-0" 4 SCALE: 1/2" = 1°--0" A 7 • 2 7805 DARTMOUTH PG 36 of 101 If this notice appears clearer than the JUN 0 2 2000 .;, document, the document is of marginal quality". microfilmed ••- . 11lllllllll'111lllliljlll i Illlll111111i 1 jlllfllllljljljlililll jllillillilllril1.li ( . I�l,.i l : I �l -.'111 `iilllilillll I� IIIj111111111l11 11 ` fijllilllili 1 I 14!11 I I ill II, `, , INCH '[MAGE IN CHINA W .,a, ,fir, 1 ""t -1--_'T _._._1 1 i4 41.1--71-1 ---1. 1' c I I -$ !E T ir 111- 1• Tr i y 3 I I I I. I I I I. I I '' 1 ili, 1111 I! II II 111 I IIIII IIIIIIII 1111111 III 1 II II Ilillll illi I 111111 Iii fill IIn li { 111, I it 1111,1 1!1!11 I Illii II 1=iii ( 11 If liliilll1i1111111�i111 1111{,u1411111i�111111�111�1 i?11,111111 11,11111��i t=Ili! tl, ,111 t! 111 ,ilii 111!11{ iii illi', : 'I" �. mi1111�11!�9!0!!!!!,1!1, ,,,,i„111r1,,1..I,,. ..r,Il,,,..,n.,,1.,�. ,i. .,1I 111•...1.1 ,1......1.. ....11,1 1 . .111 .• I r .� .. - 4 • ' • , . . „ . . • . , .A......1.---------ini Revisions I No Date Description • 2-16-99 FERMI I APPU( i TION DOCK DOOR SEAL II r SHOWN DASHED. DOCK DOOR SEAL_ Min , DOCK DOOR NOT s/9 I ! TO LINE UP WITH SHOWN FOR CLARITY I I DOCK BUMPERS. I . i • GALVKai MI 1111111111111111111111111111111111111111 . STL. ANGLE �� CONTRACTOR TO USE 12" 5M001}�FACE CONC. BLOCK IN LIEU Of SPLLAC IF BLOCK ANCHO4 (LLV) W/ #>' AT TRUCK DOCK DOORS EU HEIGHT OF 11'-4" A.F.F., EXTEND SMOOTHFACE BLOCK ANCHORS 0 12" O.C. 10 TO 2'-0" BEYOND EDGE OF MAS NARY OPENING & BETWEEN BOTH DOCK DOORS. PAINT - PNT7 - GAL V. STL. ANGLE II \ 5x3 1/2x1/4 (LLH) D'S I EXTEND TO EDGE ysj OF DOCK SEALS • - 2'-3 5/8" I L PAINT - PNT7 1' 11 5/B" 4" GALV. STL. ANGLE / 1'----- r 1, 5x3 1/221/4 (LLH) CENTERLINE OF • BETWEEN DOCK BUMPERS \ ,�- PAINT - PNT7 - DOCK BUMPERS OVERHEAD DOOR • PRE-FIN. MIL. COPING 9 PRE-FIN. M TL. COPING �� ___ Illw/ CONT. CLEAT 1;19P 1111111 IllIll III ' T.O.M. .�:aas.ari �+ • • 111111111 • �.T • �. .. F ., 7-0- PREMOLDED E.LF.S. I I .. I I • OF DOCK BUMPERS _ . coRNICE RIC .}... - 0ISOMET ® !)OCK DOORS :,_ . , .. IN 1 . ." °tii i \1 I 1111 11111111 SCALE.: 1/4" - 1'-0" : '' . • . - ‘i 111� 11 / Ill r• I • , -„ _ _- _.-WATERPROOFING 12" WHITE SPUTFACE o < I B" 4" III • BLOCK .r4- ---4 �(. —�.. 3' 4I 111 111 " Id 0. BCT.‘!J y i . ..... -_.. -- - 00 • ROOF SYSTEM 0," 1 1/2"� -2"i i 3' 0" ._-_ 2" 1 1/2" I -- < ♦ - INSULAT1U11 • W 4 - :• , ' � '6._ fRRID �,, Drawing References • r,--12 GftEY SPLtTFACE , 6 o ___ _ ____.._.._. T.O.S. __ - � �-. * � ,. GALV. STL. C8x11.5 - BLOCK ACCENT R.OND _ • - ---- - - - - - .x . ,.� Drawin s + • CHANNEL FRAME ALL Na • N } • (4)-SIDES----- , - -- _ - ---- - ---..- _ ,r LOCATE HARDWARE I111 ,/ WITHIN LOWER THIRD I I N.M. DOOR & FRAME 20 OF DOOR PANEL $ \ ■ PAIN T- _. , . -+► I - DOOR PULL PER 12" WHITE CENTER-SCORED a, X SMOOThFACE BLOCK BAND o o � ,•• , + - HARDWARE SCHEDULE ; S co X' I ■ I i OMI E TE COMPACTOR L/N, - - I 0 a ELECTRICAL • HOOK-UP I • BY ELC. C.''-• 0 0 -CONTROL FURNISHED ! i III SEE ELEC. D . \ BY "HOPPER" MFR. ime \. , . -ELECT. TO SUPPLY (2)-1" e ,. , WALL SLEEVES w/ CONDUIT __ -_____-_.-- --_-_.._ k ,. ,. .„, u: AS REQUIRED FOR ELECT. a �- 12" GREY SPLITFACE v •( ■ `� 'r CONNECTION TO COMPACTOR ------•- BLOCK ACCENT BAND � 'X' N a _ - FIN. FLP. 1 12" CONC. BLOCK w/ HORIZ. y' 0 . REINF. 0 1'-4" O.C. VERT. • & FOAM INSULATION. `<. ELEVATION OF TRASN —e�ocK T IE SPUTFACE FoR nc�ti.M s�NRY I .. Ali D E TA II,_ COMPACTOR DUO� REINF. REQUIttE11AENTS 8 8 SCALE: 1/2" = 1'-0" • °' 17 . III • __-. _ _ _ _.-.._._ _____-._. ..-_.. ._ _-- -•_ ._._ - io COUNTER FLASHING `1 �" Iv TO MATCH HOOD ---.---„` GALV. STL. HOOD 1ti GA. GALV. STL. HOOD --�`�. �+ & FLASHING v (11'-0" LONG) w/ (5) SUPPORTS, EA. SUPPORT BID DATE;JUN 0:7 1_89q w/ (2) 1 1/2". SELF • .* CADAD NAME: 6A0PROJECT NO.: 858636 -_ SEALING FASTENERS -- .___ _ ', DRAWN BY: _ JCHECKED BY: _ I • i~�_ n' p" 2' U" I PR'�TOTYPE DESIGNATION: 199 Q�37K R�_v. 0.99__ •, ig_. 8 CONC. BLOCK PILASTER +' -. -------- 4 -f a1"NI or 1'-8• 1 •(BEYOND)---- -`_ - • 'CT'I K 7"• 1'1^ b? DOCK DOOR SEAL .- -- ..'„,\s`•.•,\‘‘,\'‘:\ ��\ O 8" CONC. BLOC _ - �[��,a�� IC ba w/ HORIZ. REINF. I I \ � �.'_ �1:.1�'1171✓1 0 1'-4" O.C. VERT -,I • & FOAM INSULATION-� – I r"--) STS LOUIS77 ? MO 3SON 0127 STONE C - In cn I n g (PAINTS TO MATCH WAIL) /'' �� PROJECT MANAGERS j n N 6 J SEE S7RUCT DWGS• -- +�---• INSULATED STEEL • SEALANT ALL SIDES I I r �s OVERHEAD DOOR {. N __.___ _�-r'- INSULATED STEEL e �Fp PR OFA , ,.1 _ OVERHEAD DOOR �© • \ ^ m GALV. STL. C8x11.5 8" CONC. BLOCK - _ _-___ ______ t, c 8.0 S r l N E CHANNEL FRAME ALL " r-1 �,� �� 01999 w/ HORIZ. REINF. (4)-SIDES - PROVIDE �}- -_—.-_._.____._ ni o ♦' �� JUN ' 0 1'-4" O.C. VERT.- •• QMAJAMBS ONLY ANCHORSSONRY I7N �'"r r ,'r " GAL. ST ANCHOR B POND O.C. /`` __-.__.-_... . - - ____.--__.__ DECK DOUR SEAL / 1 0' / U I w STL. MOUNTING �_ PROFESSIONAL a� ---- O,� ., 4. - - I ANGLES & BLOCKING (PAINT TO MATCH WALL) ) • G I • ) . OF RECORD: �j H.M. DOOR FRAME 1 • n IN '^ v PAINT--- + I H► `► i - -- STONE SILL CAP O JAMES C. ALBER 4�6� 21, 1`��`' °� ~`�` q� ------ -_.. .____ 6_� 314-821-1100 �f= C. �, • c t`_ -J` - - - _ _--. Ne0. - ;'' x 1/4" PER 12" PITCH O DOORS 18 • 2• ! nitl - — _-- - - -- SEE STRUCT. DWOS. v 19 CONC. BLOCK PILASTER e m WAINSCOT BASE (BEYOND) - --_ -12" GREY SPLITT ACE / ( } 7. Virgiiiie - ` 12 CONC. BLOCK m n 4"x3"x1 4" LI_V W BLOCK v GALV. STL. ANGLE 12" _ I' Q w/ HORIZ. REINF. a m 0 1' 4" O.C. vER C. W 5"x3 i 2"xi 4" LLH - - a W/ ANCHORS O O.C. re-� • %> a -� z 4: GALV. BENT SM. PLAN o ?m PAINT - PNT7 - Ld1, 5 x' 1/2"x1/4" (I_LH) I l o " < BETWEEN DOCK BUMPERS o " - d 1/2" EXPANSION JOINT / ( ) in 4.11 Frolrn Road Office ,n N I`' / PAINT - PNTZ_ -_. ___.___ -_ -_ _- 4'x3"x1 4" LLV GALV. BENT STL. PI.ATE I CONC. DOCK I 1 2' EXPANSIfNJ JOINT ,r a MATERIAL (TYPICAL) GALV. STL. ANGLE �i? '� w/ ANCHORS O 12" O.C. # I BETWEEN DOCK BUMPERS FLOOR SLAB P�lramus, NJ 07652 MATERIAL (TYPICAL) g -- SEE STRUCT. DVVGS. ( .01) .199- 7800 COMPACTOR CONC. SLAB PAINT - PNT7 PAINT - PNT7 - it c, _. -_._ __ FINISH FLOOR LINE 1.4 �+ COMPACTOR CONC. SLAP SEE STRUCT. DWt�.A FINISH FLOOR UNE - FINISH FLOOR LINE _ ,� �__ , N a -� \� FINISH FLOOR UNE r • - -N---re, 1p, .... SEE STRUCT. DWt3S, ` �-. rt._. - " w FIN. GRADE VARIES f I_—�: — _c — �- - - - - - ___----- 6 DOCK BUMPERS Jr -,- I This drawing is the Exclusive Property of �a - _ NSIJOLATION RR I f Iv Ii{':11{ 11Y. II. II 4. ,� ---� DOCK BUMPERS t- !., .-x (TYP. O EXT. WALL) �---- SECURE TO CONC• WALL 6" WALL PROJECTION TOYS "A" US. The information shown may Lj EXTEND SPLITF4CE CONC. T A W 9"_ 3 PER MANUF. RECOMMEND. CN N -------•.- nat. be used nor the Drawings Reproduced BLOCK ONE COURSE BELOW --`+ "� EXTEND 2 BELO j, GRADE. (THEN CONTINUE '^ FINISH GRADE. U.O.N. I-' - ''._z" ;� ? without permission of TOYS "SI" IIS, (U.O.N.) NW 1/?" EXP. JOINT MATERIAL I}j w/ SMUOTNFACE BLOC �1 t II �-GRANULAR FILL I TO BUMPER - - -- --'- - LntCdtlOn TO TOP OF FOOTING)- �, i `- - - -- �- ' 6' WALL PROJECTION / �.__ C(,� C DOCK SLAB 8` CONS. FOOTING SEE STRUCT. DV/OS. 1 I, 2" RIGID INSUL-A11(NJ '* \_ \- .006 MIL. VAPOR TI GARD , OR . CONC. FOOTING SEE STRUCT. DVVCiS. - ^ BARTER SEE STIWCT. DWOS.— SLOPE -- __ .__ ___... __________ ,k ' M - Drawing Title • _" N I w LONTRACTOR ; -- DOCK SLAB E X TE 1 \I OR ;UMP PIT (BEYOND) I II• TO USE 8" SMOOTHFACE CONC. BLOCK IN LIEU OF SPLITFACE BLOCK SEE STRUCT. DWtYS. SEE STRUCT. DWOS.-�� I • AT COMPACTOR AREA TU HEIGHT OF R' 0" A.F.F. L_ _ _ -_ I _ WALL SECTIONS cn — M!:(_' 1999-0(1144 ""—" w - CONC. FOOTING Scale Date fli 1999-00251 SEE STRUCT. Dwcs. AS NOTED 13UP 1999-00223 , • t'Pf•M"Ipy9-1)0173 . 7805 DARTMOUTH 1 PG 37 of lol H gFocik()Itcalis �� DOCK LORSG Sheet NO.THRU COMPACTOR TA TNRU T TAO 2_ PARTIAL ELEVATION —1_` WALL SECTION .. 6 DETAIL SCRREN WAL L 5 D E I L COMPACTOR DOOR A 8 0 • 1 1'-0" . . . . , 4 8) 'IE1/7" - 1'-O" 8 8 SCALE: 1/2" - 1'-0" 1 8 SCALE: 1/2" = 1'-4"8 SCALE 2 . .......................L. • , • . . . • • • . • . • . . . . .. . ., .. , , :. .. . . ..,.,,, .,.. ,.,.. , . , If, I „ this notice appears clearer than the I JUN 0 2 2000 Jb cunlent, the document is of marginal quality. ITIicrofiii11C`L • ! I I I I I 'I I I 111 I ' ! i` ! I`1 I II! I I I I ! 111 111: I I VIII II I ., . il 11111 1 1111 111111 iiilllililll;I' I Ijl;Ili IIi!1111� 1(111 1111►1i iiil; Illll !III J1.4I � 'III 11111 '111 III { I ( IIII'I 'III11Ili I { ► =. 1 1 � , { ' I i 1 i INCH (I MAGE IN CHINA :I ` - 11U I ! I i • , , . �m i _`�-- _1T- 13 14 �i —Tf 14-11 T_ fi ><r !i t� r II I'll I I ill 1 11 III " iv I 1 Iii• ' 1• 1 Ii I 111 I 1 1 IIt111 1 111111 II 1111 1 11 II11 1 11 11 n ( 11111 l u 1 ' I I II 1111IIIII 111111 1,1,,,111111111, I !1 i ' t 11 tl... t t i iii i I !!1.!111„1!! ill III,I It Itl!lLtnli i li,l/111! :1 !! 111�1�. 111111111,1 1111 : VIII 1(llill•1,11 lrl� +1111111111111+• � f I III I L , I ,,. -� _ 1 , , Revision.s Li.IE OF 16'H. x 6"W. STL. PLATE & 14X4x1/4 STL. NBE. No Date Description ',' (HEYOND)-- 2-16-99 PE+•fr��i nPi-I I� ' 11.�I 1 �� PRE-FIN. MTL. COPING MEMBRANE FLASHING CONTRACTOR TO INSERT INSULATION INTO STL. w/ coNT. CLEA fS L.AP OVER BLOCKING �1 Ir s ANG PLWOOD. / 1/4"T. GALV. STL. TUBE MEMBER TO P.CT AS THERMAL BARRIER :::.i. TRIANGULAR COVER I PLATE w/ 5/8"x 8 1/8"PRESS. TREAT. SLOT. ANCHOF'ED w/ `�` A 1x2 BLOCKING (3) 1/4"m x 3"L. GALV. 2'-1 1/8" --� LA's BOL15.-- ` 600'0" 2 1 18" 1111111.11 T.O.M. I PRFINISHED M11_. COPING 1/2"T. GALV. STL. ° 1 - w/ CUNT. CLEATS-- 1'-2 7/8" -_ _.__-. 10 1/4" PLATE w! HOLE F01� I I I , - - -` \ ,‘ -� Ci EVIS AT"TACHMENT I I I •� 1'-1 1/2" 11 5/8" �'/4" EXT. PLYWOOD �_OF STI PLATE dC TUBE y\ BLOCK I + � d 15°-0" A.F.F.S'IUWC3S. - I 1 1/2" 1 2 11 1/2"PRESS. TREAT. CONT. I _1I,� 2xWOODPLATET?ED TO RECEIVE I I ' / " `�___ iL��SION RUD - " --- ATTACHED TO STUDS w/ U R19 BATT INSULATION ,>< "HILTI" t/4-20x2 .3/4 o I ' I - "' OM W 111 I \`' / S T.O.P. - . _-. I PFH #4 WINGS SCREWS _- -- -- -� a, `� I \ i �. O 48" O.C. (TYr'.) 1/2" EXT. GRADE PLYWOOD o I I L _ _- J SHEATHING (TYP.) 4-- 1 IN I \ 1 1 1/2"0 GALV. Sm. _ ! 1ENSION ROD w/ 6" MIN. Najd 11 1/2" 16 GA STL. • \ i • j 7/8" 22 GA. GALV. CONTRACTOR TO APPLY GtLAR `TUDS O 16" O.C.— T'-11 1/8" _ 1 1/2" E.I.F.S. -- : j I �--"'- CORRUGATED MTL. IHREADED ENDS— - „ " • 10" II.. j • ISEALAN f AROUND PERIMETER 1/4" T. GALV. STL. !_ --J - „t♦�"''J� SIDING (TYP.) EDGE OF EACH TRIANGLE. TRIANGULAR COVER I �I� I : 1/2” EXT. GRADE PLYWOOD I I NQ `_ EQUAL MI - EQUAL ELATE - I 4"-, I 5/8" G BOARD ___\: !:L F ER TO EXTERIOR FINISH ( �� — I -15# BUILDING PAPER MATERIAL LIST ON SHEET A4.O _ 1'-6" SHEATHING (TYP. � � L �I 1 1/2" E.LF.S.-- I (s.� ,�1\ �/ 18xHx1/ STL TUBE x�0 W. x 3/4" w/, 1l v I I / ELEVATION OF DECORATIVE t/2" T. GALV. STL. ` PLATE - WELDED TO - CAIL DETA.._11L. / I � ,1 � A\>(, e. �., �. 1 SCALE: = SEE srnUCT. DWOS. I _� �_. -� iI ,�,�.�.�. GALV. STL CLEV1S �_< LL SIZED TO RECEIVE • �.. , 1 1/2"� GALV. STL. 5_ _ , - OF STL. PLATE - ' A I TENSION ROD w/ 6" MIN. TENSION ROD. — I ...�, 1111111111N ••• 1/ y I 11 112" " THREADED ENDS \�' ( OF STL TUBE 111111111111 �""�"'� -�^-� +---- GALV. MTL. DRIP / 8x1/2 GALV. STL. P!_A,fE4.1 1 �v.�.. / • . �- WATERPkOvF Rc�?F SIDE OF / + 1(2 1� "-sib., / w/ HOLE FOR CLE VIS ' �-I ' 4x4xt 4 CONT. STL. GALV. STL. CLEVIS ® 15 0" A.F.F. MASONRY (WHERE EXPOSED) ANGLE WELDED TO ROOF I GALV. MTL. SIZED TO RECEIVE ATTACHMENT. `- ` CONC. BLOCK. —--------a FRAMING JOIST & ATTACH -1�" /-COUNIERFLA.SHING TENSIUN ROD -..__ SEE ' DWOS. --PRI-TIN. MTL. :STANDING ( • I Drawing References \1>< ' MTL TERM. BAR ATTACHED TO TO STUDS w/ "HILTI" / SEAM ROOF �( MASONRY w/ URIVEPINS & 12-24 x 1 1/4 11 WH R I CONT. SEALANT ` i-f>...., CONT. SEALANT ' - 0I (2) LAYERS 15 '` I I No Drawls s (2) PER STUD - I ; FLASHING - COLORI. • �__ 1► ---CONT MTL. COUNTERFLASHING \` r 720:INGFELTSPRESS. TREAT. CONT. �\ ! ICONT FIBER CANT. TO MATCH FASCIA. _' - EXT. GRADE I ----PRESS. EAI. CONI. (MATCH THICKNESS ROOF SYSTEM STL. TUBE CANOPY x WOO BLOCKING FRAMING N y 2B C PLYWOOD DECKING --_^--__ ,� ATTACH D TO RUNNER I CONT.RFIBER CANANE ITN G 2x " ) I SEESTRUCT. DWt3S.- 1 CH ANNE w/ "HILTI" CSF INSULATION ATTACH �7 f:,} BEAM -_ ROOF SYSTEM TO DECK w/ Hll.11" 12-24x2 I �1+_.�. 7 �r� (f) 1.....m.... --�- 12-24x2 PFH #4 SEE BOND ST1RUClf D Lo i' \--/ PEN �14 SCREWS 0 SCREWS ' I :=Inizimummr....... 2____.../.------...........--- 6" 18GA. GALV. STL. c., -_. _.._ �_- �__ \ SCREWS ® 48" O.C.4 �� O 48 O.C. -- _ -- -- - PREFIN. MTL. FASCIA / STUDS O 12" 0.C. + i, _ I .� 1 !/2"0 GALV. _ \\ T.O.S. _ STUDS ®A 6" O.C. v " I I \ RFQ'U COIJT STL. ANGLE / " I STL. TENSION SHIM ASSEE ST1tUCT DWt3S, I . �, 1 I • ,- _ �--• - -�� _L '---_ ATTACHED TO TUBE ".J :. 5/8" 18 GA GALV. STL ROD w/6 M N _ 11 1/2", 16 GA STL. I _ w/"HILTI" 12-24x1 ! STUDS ® 16" O.C. t THREADED EIIDS T.O.S. �' �� . 1 �. , I HWH #3 SCREWS. • STUDS O 16" U.C. I a- CONT. SEALANT (BOTH SIDES)— * l.. (2) PER STUD. • PRESS. TREAT. CONT. <; / I —SSSS_ .—. R19 BATT INSULATION - , I I « r -__- 1 I STOREFRONT SYSTEM -- - r • WOOD BLOCKING I I - —T 51i BUILDING PAPER PREFIN. MTL. SOFFIT PANELS J (MATCH INSUL. , 6 MIL. VAPOR BARRIER-- I ROOF FRAMING w/ MTL. SYMMETRICAL MAIN -- 1/2" EXT. GRADE • THICKNESS) ATTACH IE ERUCT. OWOS. _ - CARRIERS O 24" O.C. (TYP.) TO DECK w/"HiLTI" LSI )� PLYWOOD (TYP.) 1 1= _�_ - __ _=s >�1 ATTACHED TO 3 5/8" STUDS CONTRACTOR TO PROVIDE WOOD 12-24x2 PFH �i4 �_ ROOF STRUCTURE ` tel SC{<f.WS 24" U.C. �- - - ATTACHMENTSOFEQUIRED, FOR DECORATIVE SEE SIRUCT. DWt3S. '� WRAP MTL. FASCIA TRIANGULAR STT_. PLATE. MAT'L AROUND nc- OF TYPICAL MASONRY OF TYPICAL MTL. BOTTOM ANL UP 7 THRU RAKE END DETAIL THRU FRONT FACADET4II _ 06 DETAIL STUD WAIL PARAPET ABOVE SOFFIT 4 D E T/`11 L OF ENTRANCE CANOPY 1 0 TRIANGULAR COVER PLATE 9 V L.. i1 a %• I� WAI t_ PARAPET Mr. SCALE: 1 1/2" = 1'-G" 6 SCALE: 1 1/2" = l'---0" 9 9 SCALE: 1 1/2" = 1'-O" 6 r 9 SCALE: 1 1/2" = 1'-O" r 1 IIIIIIIMNIONI.I. M" 1/2" EXT. GRADE 1/2" EXT. GRADE CONTRACTOR TO INSERT INSULATION A PLYWOOD SHEATHING `n PLYWOOD SHEATHING INTO SM. TUBE MEMBER TO ACT AS 2'-1 1/8" 1 1 1 , l• • •' ° ----41-- _ 1 1/2" E.I,F.S. E.LF.S. CONTROL. • BID DATE:_ ' 1 1/2� E�I.F.S.---.� nil / THERMAL HARRIER - 898636 ,?SA. 1 ._ Y N JOINT BEAD STOREFRONT SYSTEM __ 8 1/8" 6" 11" CADD NAME: _636A09 PROJECT NO.: o z .__,1 \ DRAWN BY: JDF CHECKED BY: _ :� v N �` - d 1,4 4:V 4R- C('iVT. SEALANT (BOTH SIDES)- \, f --�- PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.9 • 9 I ! ___-- .n PRE-FIN. MTL. SILL 1 ? 't: :c...: z �a4�(=---- CONT. SEALANT I Ct OF STL. PLATE COLOR TO MATCH ''. _, �_ 1.-6" __ STOREFROIJT SYSTEM - .\\N PRESS. E<,T. CONT. 6" ` E.I.F.S. REVEALS E:.LF.S. REVEALS I I ` 2x W00 BLOCKING y r - —� 4'-0" O.C. O 4'-0" O.C. / 1/2" EXT. GRADE PLYWOOD ATTACH D TO STUDS r` /� (VERT. & HORIZ.) (VERT. & HORIZ.) SHEATHING (TYP.) \ w/ "HIL I" 12-24x2 �L,3�� j / 3/4-, , 3/A" 3/4= �,-3/4" GALV. STL. CLEVIS I PREFIN. MTL. STANDIN+; PFH 4 SCREWS 10877 WATSON ROAD TENSIONSIZED O OD RECEIVE 1 1/2" E.I.F.5. O 48 QC. \ I E.LF.S. REVEAL JOINT (R.J.) E.I°F.S. CO(�.TROL JOINT 0 REVEAL E'S, l,.,1SEAM ROOF \ ST. LOUIS, MO 63127 \ PRE-FIN. MTL. FLASHING PROJECT MANAGERS ��'�- / COLOR TO MATCH \ l 1/2"T. GALV. STL. -1/2' EXT. GRADE --- ___ 1/2" EXT. GRADE PLATE w/ HOLE FOR PLYWOOD DECKING STOREFRONT SYSTEM - \, _ <: (' [--...----' .f44e f �I PLYWOOD SHEATHING ,11- 1t-IBE t ,+IluPY Pt_EVIS ATTACHMENT i!�n 1 1/2" E.I.F.S. ' I i+n.Mlil+ SEE S1RUCT. DWOS.-\ --(2) LAYERS 15# 6" 18 GA. GALV. STL. 11fn ROOFING FELTS STUDS O 12" O.C. 5/8" GYP. BOARD �� PRQ, I j". \ ATTACHED TO TUBES SEE SIRUCT. DdYGS. �� i / MIL. - w/ JOIST END CLIPS III II ITV �l I} ly�� ‘.x G1 N :F" i ALL JOINTS, ACCESSORIES, TRIMS, ETC - / i 11 1/2"�16 GA STL �, PER E.IF.S. MANUFACTURER REOIJIREMENTS M /' q EA. END w/ "HILTI" �' + / `. STUDS 16" Q.C. W I i VERIFY USE OF ALL WEEPS, VENTS, DRIPS PREFIN- MTL. EDGE CONT. SEALANT--x 9 . 12-24x1 HWH #3 SCREWS.-- ATTACH TO Si0. . 1 '1N'5 i5 - + ;p D • ........c-'41 ;''' CANOPY FRAMING w/ PROFESSIONAL \ / ETC.. PER MANUF. INSTALLATION REQUIREMENTS, di ,„ FLASHING COLOR CONT. SEALANT-� \ "HILTI" 12-24x1 E 1 T / \\ TO MATCH FASCIA. �.�..a -4— OF RECORD: OREGON I NM #3 SCREWS E.LF.S. CONTROL �� W ( (2) PER STUD �Q`rIES C. ALE3ERT , c.�, �� JOINT BE 4D - -_� - -►11 4:1 {%- } ` 314—821-1100 � �ii 21, \� ,'\`' ...-4—..--k--_ • 1 CONTROL JQlflL (C,J,)LIES. ( ) + r. (J '} _"�� \ PREFIN. MTL. FASCIA-N."6.1 _ _.__.._ ..___ Q r _ � 2 1/2" GALV. STt. I „ 1' ll DETAILOF TYPICAL STONE DETAIL -� SCA: 10 SILL CAP WAINSCOT BASF I - TYPICAL E.I.F.S. JO.MTS s1uDs ® 1s" o•c.E + N �, er ' , 1 % i; . ATTACHED TO UB8 9 SCALE: 1 1/2" - 1'-0" 6 9 • SCALE: 3" = 1'-U" /" <� �_ - �,. -- y`w HILTI" 12-24x1 HWEI M3 SCREWS. �- • (2) PER STUD.-- t.+ I I R19 BATT INSULATION II I STL. TUBE CANOPY 1Natiohal Office • 1519 BUILDING PAPER i FRAMING CL OROS. 461 1 turn Road ,_I w/6 MIL. VAPOR BARRIER -------� I --- _�____ I Par mus, NJ 07652 1,2" EXT. GRADE I _ '-"`' -PRESS. iiREA T. CONT. PLYWOOD (TYP.) , - aid -__.__._______ -_______ „yy� 2x12 WOOD BLOCKING • (2 1) 599-7800 --- ATTACHED TO STUDS WRAP MTL. FASCIA air w/ "HIL11” 11-?.4x2 PFH �4 SCREWS .1- ' NAT'L AROUND !;� O 48 Q.C. phis drawing is the Exclusive Property of COL_ BOTTOM ANU UP • - _-.-_--. - - `—`— TOYS "Sl" US. The information shown may d E'REFIN. MTL. CLOSURE, VARIES TJ ABOVE SOFFIT 3 5/8" 18 GA. STL. STUDS ._..A O 16" O.C. ATTACHED 10 COLOR TO MATCH Jill • not be used nor the Drawings Reproduced • PLAN 2 1 2" STUDS w 2 14x1 4 WRAP OVER HEAD BLOCK G //- v•-- - � without permission of TOYS "A" US. SEE LA / / ( ) {y / Ilk • VARIES SH T. MTL. SCREWS. & UP ABOVE SOFFIT -- \ w t • STL. TUBE 1:OLUMN -' / / SEE PIAN PREFIN. MTL. SOFFIT PANELS CONT. SEALANT (BOTH SIDES) )• Location SEE• S?RUCT DWlxs. pillooI Alir ' w/ MTL. SYMMETRICAL 'MAIN 1(Ij _ (3 -- - CARRIERS ® 24" O.C. (TYP.) STOREFRONT SYSTEM HORIZ. MULLION C 1 4 I TI G A R D OR . ATTACHED 1O 3 5/8" STUD5 a • • I.le > AUTO. ALUM. SLIDING DOOR - • or , , NEOPRENE MASONRY I - ��^--- Drawing Title . CONTROL JOINT STRIP FeIVAIP - r EXTERIOR IN SASH BLOCK SEALANT W/ BACKER NOS` LIGHT FIXTURES. CONTRACTOR TO PROVIDE WOOD BLOCKING FOR CANOPY'S RECESSED 1 . (TYPICAL) ROD.Ear SEALANT TO MATCH COLOR OF VERIFY LOCATION OF LIGKT FIXTURES, PRIOR TO INSTALLATION OF CANOPY'S METAI. MISC. D ADJACENT MATERIAL SOFFIT PANELS . REFER TO ELECTRICAL DRAWINGS FOR SIZE AND LOCATIONS OF r 4" ,2 NO • CANOPY'S RECESSED LIGHT FIXTURES. ). "'�'�•"�' CONTRACTOR TO PROVIDE WOOD 8 1/8" 6" BLOCKING FOR MOUNTING 0 MECf. 19+9-0102 1 , DOOR AIR CURTAIN UNITS. Scale Date REFER TO MECHANICAL DRAWINGS AS NOTED TUN U �' •� '* • I M 1999-00551 FOR SIZE AND LOCATION OF UNITS. BIIP 1999-09223 HI.M 1999-001 7805 DARIMOUTIa ;IARU FRONT FACADE Sheet No. PG 38 of 101 OF TYPICAL MASONRY �` I L THRU GLASS DETAIL THRU TRA END 2 DETAIL-• • • --- --� ,1 DETAILCONTROL JOINJ. 8 D1_. A BLOCK WINDOW 5 OF ENTRANCE CANOPY ENTRANGE CANOPYA 9 A ( ) 6 9 S ALE: 1 1/2" = 1'-0" %it /r 9 SCALE: 1 1%2" = 1'-O" 5 9 S ALES 1 1/2" = 1'-0"numusinnimmounimi 6 9 SCALE: 1 1/2" _= 1'-O" 10.............m. ............maimmuniamemminmiummumumminammimimmi ra • if This notice 11;t1►ears clearer Ilt;ui the JUN Z 2000 document, the document is of marginal quality. I111LIotilmC1! I ► , ililillll ( l � 111 !! lii�Ili � I � ll� , li , it lil li 11I. I Ill Ili Ilill � l� I ; ( l • llllllllli1' I ! I ' III IIIIJ_IIJ ( 11 111 111 ; 11 llllllii i IIiiI {1iI � II; I � i�� iI.1 . II � I � i�I1II� � II ! 1ill :l; Il; i1! I INCH ' IMAO! HI CHOIR i 10-� 11 I li!!I II III (III )!! VIII !!II!''' ;+ilial !!!iliilliilllliill liiillliimilllii! !!!!Illi) IIIIIINII!i!MEI!liil!lmffiiiiii!!itilioIIlii-iiilll+I+i'.wriliiIliihili!Ii:;:din11!!I.VIII!!I'!mli11111111!I1111!!!!III111111'I"'IIIIIIIIIIIIIIIIIF III1111' dinalll LI .I IJ.. .Il_ 11�.1(!! l w 1 t • ' NINDINNINNIINI/F IIIIIHNINNONININIININNINIIIIIINIINNIIIIIIINITIIIIIIIIINNIMINNIININ • , WININNIMINININNEMINENNININNII6MONIONNI ellW INNININIMININNEINININNI N . BUMP6" 16 GA. STL. STUDS \ M1DON(�MULLDION ALUM. AUTO. SLIDING SHIM AS REQ'UjIi1T Revisions ins CORNER GUARD DOOR CORNER GUARD O 16" O.C. (TYP.) No Date Description a SHIM AS REQ'D. 1-ALUM. STORE • SYSTEM / 2-16-9y PERMIT APPLICATION I 4 i .: -s_____ . ! v F -_ - - _ _ , _ -- Li. ,0 - -- _ - (- ___._ T.� _.-.� -_— _ -'__-- �_._T► _ --,---_6•' 16 GA. STL. S SUDS Ix) / SHIM AS REQ'D. ' O 11 " O.C. !TYP.) "�'"' �� __\/_ UMPER WASCOTPANELS O 16" O.C. (TYP.) CUNTALANHSIDEOERIMTWAINSCOT I-'ANELSCORNER GUARD CONT. SEAL -SIDE O PERI �v 2 3/4 III 4 1/2" —, ( J 4" �3 1/4" BUMPER GUARD U ' 1 1/4" 3.-0 3/4" 12' 0 1 2" t' 2 3 4" 7 • ' L17,1 l (MTD. ON MULLION) 11 3'-8" 2T-0" F.O. 2T-0" F.G. 4'-0" 20' 0" F.C. 20'-0" F.O. 1' 10" r: "' 1 __ 0" -____,/ li 7 1/4" 3'-0 3/4" ALUM. AUTO. SLIDING DOOR CORNER GUAR/ Y -WAINSCOT PANELS �.r..� - . STL. GONDOAL CHANNEL - R-19 BATT INSUL. -- 0 7'--8" A.F.F. ---\ STL. COLUMN - BUMPER GUARD 41. ��. SOREFRONI WAINSCOT PANELS— TUBE) "�.�WAINSCOT PANELS - SSM • 2 1/2" 2 -61/2" 8SMOOTHFACE CONC. "BUMPER GUARD BUMPER GUARD — - --/ BLOCK BEHIND STL. aill N______________________ w ALUM. SLIDING • is -- 1 CORNER GUARD 5 6" 16 GA. STL. STUDS =I DOOR-7 �� E:15 3/4" 7 1/4' h (MTD. ON 2"x2" TUBE) (MTU. ON 2"x2" TUBE) STUDS (TYP.) Milln ,_ '' O 16" O.C. (Tl'P.) ALUM. STOREFRONT �:, ._ ,. - -�� ill . A SHIM AS REQ'D. SYSTEM 'rte I ,r_- __._-._-. A - - .-- - -- - - - -- - - q - - - - - -- _ .� ALUM. STOREFRONT A - -. ' i. �,.-_-- _ _ - , I Inh `t �_ , �� +_��: , 4 'gid. , - - ti - SYSTEM r i i - - ��• Drawing Ref i ► �� ' , ^ i� i m 1, �i ♦ .4.�►��iVi•�� ► .:�� i`' D a g erences — — ,,, , _1 11 _ • - �� x.,11. . "W.-1 if Jr1. ni .. ,,,, •1 Drawings raw .p y �_ 1.1 _ -.- _! �' 'i" +'j_ 'I _ ° 1�``+\... .l A _.. i I; r•' _ 1 1... r., r u • I ( .. ^• /.. .1,, -I _. r, rg - �� '� :__, cy :. No nys • • , I I , I N .•• I N IN \ P1 w .`,:: • -- L 1 ` ! _0.-:R) ' ren ie . �s9 r i I-�_LL I }� — I _ ,1 m e �ii1-.:�!!!tr=!'>:�»t , — -- — ao r. .a. — __ _ _ ! 12" SPLITFAC[ CONC. J II j \ .o I I c \ I •V J 10 I 1, ^ 1.12" SPLIT/ACE CONC. III BLOCK WAINSCOT BASE ---- _-- ---T ;- -- - -__ �/ ------- 1 _ ___ --- - - . *r- l _=— - -- : :: _ BLOCK WAINSCOT BASE . III I 11 1/2" 16 A. STL. 11 1 2" 16 GA. STL. 11 1 2" 16 GA. STL. 11 1 2" 16 GA. STL. I PRES.�. TREATED / / / MASONRY CONTROL CONC. CURB w/ STUDS 0 16" O.C. 2x WD. BLOCKING e STUDS 0 16" O.C.- STUDS 0 16" O.C. ALUM. STOREFRONT ALUM. STOREFRONT/ ( STUDS 0 16" O.C.- JOINT (C.J.) CHAMFERED EDGES (TYP.) SYSTEM SYSTEM I 1/2" EXT. GRADE PLYWOOD :if_ 1/2" EXT. GRADE PLYWOOD 1/2" EXT. GRADE PLYWOOD 1/2" EXT. GRADE PLYWOOD CONC. CURB w/ •SHEATHING (TYP.) SHEATHING (TYP.)-- I SHEATHING (TYP.) CONT. SEALANT, LACI SHEATHING (TYP.)- CHAMFERED EDGES •-' 1/2" E.LF.S• 1 1/2" E.LF.S. - 1 1/2" E.LF.5. SIDE O PERIMETER1 1/2" E.I.F.S.--- - / 1 , r / . I 9" / .• ' 1'-3" 1/4= 2 1/1" 2 /2" 2 1/2" 1/4" CONC. CURB w/ 9" 3' 6 '/2" 2 1 ? 2 1/2"t 3' 6 1/2" CONC. CURB w/ t 4 2 '/2" 2 1/2"- 74" 1' 3" CHAMFERED EDGES --- / -- " CHAMFERED EDGES --- ' 1/4 2 1/2" 2 1�2 -1/4" �� I 6" 4'-O" 2 3/4" 9' 0 1/2" i' 0 1/2" 17'-8 3/4" 4. 0" 3'-11 3/4" 12' 0 1/2" On 12'-0 1/2" 0.0. 3'-11 3/4" I 4' 0" 21'-0" 1.0. 27'--0" 1.0. - -1- 4'-0" / 6" ---_.__• U.G. U.O. ,r - ► .: .......______............._........, .... . . :81' 3,5 0 OD ____, 4 DETAIL _ 3 DETAIL 2 DETAIL DETAIL , 10 10 SCALE: 3/4" -0" 10 10 ' SCALE: 3/4" = 1'--0" 10 10 SCALE: 3/4" = 1'-0" 10 10 /SCALE: 3/4" = 1'-0" _____. _ _____ LO (,-----j- ,r,; us �:' EO I , I • • 1 ,A VESTIBULE LIGHT 24"x48" SUSPENDED 'FETAL BID DATE: - FIXTURES (rYe) CEILING GRID w/ LA'.-IN 14 SEE ELEG DY S ACOUSTICAL CEIUN:; TILES CADD NAME: 636A1O PROJECT NO.: 898636 (ACTT) w/ HOLD DOWN CLIPS DRAWN BY: _JDF - CHECKED BY: • A-. _ 56' 6" VI Tyl�1r .,,,,�,� 1 1J >� PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.99 . r ,...1. ,- 3'-8" 2T-0" F.O. �' U" 20'-0" F.O. r-10" / StOREFRONT SYSTEM —. ,_-._ —.-_. 1 1/d"", 3'-0 3/4" S10REFRONT SYSTEM t2' 0 1/z' DO 7-11 1/2" 1 t/4" to AU IU. ALUM. SLIDING DOORS 1' 2 3/4"- 0 0 0 0 o L�Q�j@Q 0 __, 10877 WATSON ROAD 4 3 -�— ^—+—'_ — — 1. ST. LOUIS, MO 63127 • • 10 10 10 10 2 - -- - - ---- - --- -- ` C.H. 14,1 6., '' 10 _11. I Ir II PROJECT MANAGERS I 1 '. >< 71---1-- L �_-- , _ - —_-.^ I I fit; ) PR Ofd. i I ---------- \ , (6-2) , �/ I "c --- I IN 4 ION p lU, 5, / I ��- 8 VESTIBULE— REFLECTED CEILING PLAN • 0 199„ v, 11.• ,� ,._, 1 I _ 10 10 SCALE: 1/8" = 1'-0" (FOR ADDITIONAL INFORMATION REFER TO REFLECTED COLING NOTES ON SHEET Al2.0) PROFESSIONAL m -i o OF RECORD: ill •\,--5. c-, VESTIBULEp N JAMES C. ALBEKTS A • c ��A�g,��'�" 14,� ^ vi CD .�, o L 1 r)? © 4 I " ^ 6 itlift 314-821-1100 1 - 1 -2 I" " 4 2'-2" R 4 . d `ci r �7 1/4' �, , --. .-i - J1:,_ J 82' 0" MASONRY OPENING 1 rig/A .1 ..,' 1 r . , , .. 1 IQ 10 •. , „ I .., . .. _ . r',- , , .• 1........ 0 , __ '''• IN: 1 "1114 N t Office w .______ x K-x'),.'1<v( ,'' /X __ _ ._ U - U__ _-- - ll__ 1J Pdramus, NJ 07652 . ___ -. - ” j ,...,,_____,,,, .7, mmmj I i W cD ., \., (.0j) ---- �. r-----)cx):17,- 1 - (201) 599-7800 _ L, _.________ ,... s.,, .., (101.....\ 2 I\ alli gli3 MN �_ 10 / j 10' 7 -- CONC. CART CURB I I CONC. CART CURB 4 I L —_ �� IQ 7 10 7 10 10 This drawing is the Exclusive Property of t TOYS drawing US. The information shown may LI L CONC. CART CURB not be used nor the Drawings Reproduced without permission of TOYS "51" US. 1 - Location rNE OF CANOPY - 10 B (ABOVE) TIGARD , OR . .,. 2 3/4" 9'-O 1/2" D.O. I( 8 3/4" I 5-11 3/4" 12'-0 1/2" 0.0. 3' 11 3/4" A!1TO. ALUM SLIDING DOORS - AU'U. ALUM. SLIDING DOORS 14' O" z/' o" F.O. 4'-0" 1 20' o" F.o, 1 4'-O" 2�' 0" F.o. _____ --.----.___---------------------_----- 4'-0" I Drawing Title _.__ _____ __ __ ___ __ _ _ __-_ __-_ _____ _ — ENLARGED !!ESTIBULE STORCERONT SYSTEM STOREERONT STEM -STOREFRONTSYSTEM 71 --6 1'-3"__ _ PLAN DETAILS 46' 3"_ 90.-0" FACADE 46'-3" � 10 CORNER ---. _ . . _. -_ --...._.-_.__--_ -- .._ ------- --.__.___.__.--- -----_- __--______.-----------------_—_--.___----- ---- _---- -- -------. _ _. _ ....._------__---------- ---- ------ -- -------.. --------- _._ _---_ _...— - ___.. ----- - TO C(1RNER3 5411D OD AS NOTED` ` ( ":0 Scale Date JUN 0 71999 111.� 111J U11144 Sheet NoA 1 0. • IiLC 1991) 00551 4tENLARGED VESTIBULE PLAN 13UP 1999-(10223 I'!.M 11111y-UII1 l.i MIn1TlI "--'�-" —"" PLAN / NNORTH 7$o5 DART SCA! E: 1/4" = 1'-0" (REFER TO SHEET Al FOR PARTITION TYPES) 1, 0 pr; z„ t,f 1„I .. .........L., _......................_L................_._J____......J . . ...e.wwr>.■I ........„ • . .. 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I III J I • s .. 9 i . . 111111MNINIIII01011110111111111111111=====.11111111111111111111.11111011111•111111111 . . • . Revisions 1 Gr.) 8 Date Description00,�,, 2._16--99 PERMIT APPLICATION t t 5/e" 15 25' S/ " 1 15/8« 9'_5" 15'-b 1/4" 38'--0" TO NEXT PILASTER BASE r 4.-0" r11111111111111111111111111111111111111111111. 1 1/2` 8'--81/4" --71/4" PILASTER BASF II I --TINT cI.00\ 4 i III 1111111 SEE DETAIL 1, II 15' 0" T NEXT PILASTER 8'-0" W.O. t 15'-0" 45iy 13'- 4E_4" aCORNER GUARD ■ I_i1W., „,.., DrT uov I ..., NMI EQUIPMENT --__ - g ROOM• `� 106 ,� __.__ ,- I �_ nr 0—.P,..„ 0 1v JPOWER � , ;yJ ---.___:a__�__ � - �� STOP WAINSCOT PANEL "' 'v �' I © 0 EDGE OF FIXTURE. ROOM , ;n _____,/, I I i'llajli, 6 p ri 1 � 4" /• IR 3 f- i et I ` 8" PILASTER DOUBLE 2x6 Slt. STUD I a, a -f • �_,_.� q I _ 1'-0" �_ C HEADER FOR SUPPORT Ian '� CAGED - ) ' PILASTER I. `� OF 6x6 WOOD SKIDS ,o ��' I BASE MOM 4___ -.�� ---_. _ _ 1 D = (lOP OF STUD HEADER • _ 4 9'-0' A.F.F ) 10Q "�J - r 1 1�4,,. .._1_17_3/_4" c' CJ tt• �.I M -5+, , =' (TOP OF STUD HEADER I _ 1 �p I f 6x6 WOOD SKIDS 0 9 -U" A.F.F.) i I� ' 7 MIMI 1 1s11i� 1 I 0 • 17" 0 C., MOUNT L �� 0 v 8' 9 3/4" I 1 ill / 1,/4" BOTTOM 0 8'-6" AS I f-5'--0" x 5'-U" CONC. PAD / • • orn j i POWER FILTER .11111 LINE OF 11" I ! SEE STRUCT. DWGS 1' SEE ELEC. DWGS. SHELF 0 24" I ' 1111 ,,/� ROOM u_�l" ABOVE COUNTER ,y - r ' ' � �.--TRAtJSFORMER -' r4°11 f �; Drawing References 1 0J 11\ /1 I SEE EtL.EN DWGS. CO TER IN 1(3 i V 2 ' • i'� �� O �• NOTE IQ COUNTER TOP I;; I1 CORNER GUARD ` .. " -__---- < o . Drawln s 2"x16" SLOT 1'1 A 8-0 HIGH CONC. 1111 11 5/8- I 12'-7 5/8" SCRCENWALL BLOCK SCREENWALL a • OIIJ COUNTER TOP I • - _ _ -- --•�_ �---, �'1 F — RECEIVING ,,, •, ---, 12' 7 5 e' 2"0 HOLE IN I .' STIES 1 1 �i 7 5�9 --_ 4 _. ' SAFE _,— — — "— - A I �� BALER ' ©--'- "- - 1. 1 1/2"0 SR. PIPE GUARDRAIL w/ 3/8"0 .,TL. • COUNTER TOP 2' 1'-4' . " S' Vis. - • '- 1 ___---•-------•-- _ �_.. - _ ROD BALLUSTERS 0 4" O.C. (MAX.) 3.-6" HIGH. (N.I.C.) — f ' I 1 PROVIDE 1 1/2"� STL PIPE SUPPORT POSTS I as I 12'_O" 7 5/E1.1., .4 • COUNTER w/ . O 11 13 :, EQUALLY SPACED (NOT TO EXCEED 5'-0" O.C.). M .-+---_. .I --- -F-_----t • • = �. 1/2• EXPANSION ^_�_ _ _-1_ � . • (2)-DRAWERS ( COUNTER w/ CO 1 p / SHELF FOR - I .r 1 1/2"0 STL. PIPE HANDRAIL w/ CAST IRON WALL 0 JOINT BETWEEN l N !� LINE OF 11" I I (2) DRAWER!) :+124 • PAPER _� . BRACKETS O 5'-0" O.C. (MAX.). MOUNT RAIL`= BUILDING & SLAB- - 1� SHELF C0 UN ,0A ( 2'-10" ADOVE FINISH SURFACE OF kAMP, -i'� 1I II "rABOVE COUNTER , COUNT OFFICE ♦ 16 I 074. , HANDRAIL SHALL EXTEND 1'-0" MIN. BEYOND II Ii•�('iI *- } 0rN � ,► L/_ v ROOM l i_)_� , 0) 1 EDGE OF RAMP AT ICP el BOTTOM OF RAMP. SIM .7..,..V_ '! z , O . \'') i ENDS OF HANDRAIL TO RETURN SMOOTHLY TO 1 ■ � p r © WALL0 O �- �, :• I 104I Sl AH LUPE ' TRASH ro 6 0!SImo (U.O.N.).�/ ^'^".....'1 _' "s-' .i COMPACTOR ' '; �o " '"' ....40,. "� y ` f �,.. _-;� // e 3. CONCRETE RETAINING WALL - TOP OF WALL TO AWAY FROM BUILDING N ,n III � 111 n. z u 1] 6<.,�<Y� i ` BE 6" (MIN.) ABOVE GRADE. (SEE STRUCT. DWGS ) SEE STRUCT. DWG^a ,o - n 1 . 7.-- ,1 0 i "Ill . 1 / 5/8..1 ...,._.. i 4.1101•••• ~1i'l 1/2` 10'-.5 //8" 4 7/B" 13'-4 3/4" / 1/4" B" 111 -_ - �- _ _----_-_ _ _ • - --> 1 1/["0 STL. PIPE 8'..0• I ' .,,q,4, K GUARDRAIL .111 In 1'-3 5/8""-� 24'-10 1/4" (3'-6" HIGH) O111 1d ' ED • 4 S-4" 4411) [�iP.A:'0:0: 'J1151I'i!•!•'1P!1 yam- PILASTER x r x x I x o —� 4' 0` Y P11 ASTER BASF — 11i ¢ '� " r' _ III THIS EDGE OF SLAB r 12"xl?" SUMP PIT ' "� - 1 J FLUSH w/ FINISH GRADE NOTES. �t 0 w/ DRAIN - SLOPE �-6"m BOLLARD (TYP.) GENERAL AMIENLARGEDOFFICE PLAN iNNORTH oX . 1� 2' :" e' o" 5'�0" �uw 071999i CONC. SLAB TOWARD _0.PLAN ,, 14, _ _� SEE DM. SP2 BID DATE: 9�6 SCALE: 1/4" = 1/-(�// IP j DRAIN O LANDING !_INEOFMETAL(SEE STRUCT. DWGS ) ' " I HOOD ABOVE 2 1. SAFE MUST BE SET IN PLACE PRIOR TO THE INSTALLATION OF gip ( PROVIDE 4" HIGH x 8" THE DOORS TO THE OFFICE AND COON? ROOM. CONTRACTOR TU CADD NAME: 636A11 PROJECT NO.: 8g8636 I . WIDE OVERFLOW SCUPPER • t{SOCK BUMPER II t3 IN RETAINING WALL 4" DISCUSS & COORDINATE SAFE INSTALLATION PROCEDURES WITH DRAWN BY: JDF CHECKED BY: 11 (TYP.) ABOVE FINISH GRADE. 11 IE BRU SITE REPRESENTATIVE. PROTOTYPE DESIGNATION: 1999 6RU7K REV. 0.99 `--DOCK SHELTER 2'x2'x2' SUMP PIT , . CONTRACTOR SHALL PROVIDE 6x6 WOOD SKID 0 17" 0.C., MOUNTED . EQUAI 4'-O" EQUAL ('IYp,) SEE STRUCT. DES. 0 8'-6" A.F.F. TO BOTTOM OF SKID, FOR TRANSFORMER. 6x6 WOOD -- �- SKIDS TO BE BOLTED TO STI.. STUD HEADER IN THE PARTITIONS • D C.J. 0 EACH END. 't1 PONDEpAPSPN C�ULDINGS, FRAMES, SHELVES, TRIM, ETC. TO BE @�A O�© 10877 WATSON ROAD CONSTRUCTION DINT (C.J.) ST. LOUIS, MO 63127 y_ h. .� SEE SPEC. - t�" I II -C:ONC. RETAINING WALL w 1. REFER TO SHEET At FOR PATITIOrt TYPES. • W / PROJECT MANAGERS ,�-__-_ _— _ l I TRUCK , !� 4'-0" HIGH CUNC, BLOCK • 6" CONC. SLAB \ SCREEN WALL K SEE SMUCT. DWGS. n I SEE STRUCT. DWGS. .. �, ', P �� ; • r____._.� •a n a JUN 3 0 1999 ,��`��O N °�'�0.114- 7�)► ilj 1 X Z • 24"x48" SUSPENDED METAL 'I I I Ng 8 \ 1 11 X 'mow ��G�- - ------ /� CEILING GRID w/ LAY-IIJ '� z ACOUSTICAL CEILING TILES ow- • _ _ __ C.J. PROFESSIONAL •' /5 C.H. 8'--6" (ACT1) w/ HOLD DOWN CLIPS. v vr, �' I OF RECORD: OREGON d , s I 1 1/2"0 STL. PIPE GUARDRAIL JAMES C. Al BERT"4 1� I _ g I w/ 3/5"0 STL. ROD DALLUSTERS • W 0 4" O.C. (MAX.) 3' 6" HIGH. 03 314-821-1100 Ahl:4 ��'/I 27. \- "`' x- -- --••-n --�--- < PROVIDE 1 1/2`"0 STL, PIPE i SUPPORT POST EQUALLY SPACED (NOT TO EXCEE 5'-O" O.C.) Ic• I 1114 - `q 1 1/2"0 Sit. PIPE ' III ,� ! HANDRAIL CONC. LANDING 1 I (2'-10" HIGH) • II.---rte I _ . CJ J I 1.- I I • CJ NO cEIL!N., , � MILLWORK NOTES Nacional Office 1 46,� From Road GYP. BOARD CEILING• i $ � o `n I I C.J. . P�ramus, NJ 07657 • w/ RECESSED LIGHT i= a 24"xNG" Pw/DED METAL a N I LL I t 1" WIDE SHELVES: ( 01) s, NJ 07 _.___ CEILING GRID EI LAY-INTIL / tYI COCONSTRUCTED OF 3 4" HIGH DENSITY PARTICLE ( 4RD FIXT!JRES 00 �� ° < ACOUSTICAL CEILING TILES C �-- 4" PAINTED TRA•FIC / / a SEE DETAILS I ' ACTT) w/ !TOLD DOWN CLIPS. " C STRIPE (YELLOW' w/ PLASTIC LAMINATE (PLAM3) ON ALL EXPOSED IRFACES. I! a Arki �' `+ ( 1 1/2 0 STL. PIPE MOUNT 24" ABOVE COUNTER w/ "STANLEY" X1797 IELF• t� GUARDRAIL BRACKETS O 48" O.C. (MAX.). PAINT BRACKET - PNT1. -_ ___ + (3'-6' HIGH) ! -Ld" 11' 4" This drawing is the Exclusive Pr1)perty of • 1 4" COUNTERS w/ 4" HIGH BACKSPLASH: TOYS ��A" US. The nforrY�at'on shown may i II 1.1'._4" CONSTRUCTED OF 3/4" HIGH DENSITY PARTICLE BOARD not be used nor the Drawings Reproduced I a I w/ PLASTIC LAMINATE (PLAM3) ON ALL EXPOSED SURFACES g p t� _ ! AND BACKER SHEET ON ALL CONCEALED SURFACES. PROVIDE without permission of TOYS "A" US. I- I < z N F T T ND , .,m. . < _ I I 1/8" RADIUS ON ALL EXPOSED EDGES, TURN NANDFtAIL ee I " o � CO N_^ 0 E i I I w I (BACKSPLASH TO BE 1/2" HIGH DENSITY PARTICLE BOARD) �"� Location Iz SUPPORT POST / I v COUNTERS END & SUPPORT PANELS: n ---..!// _ z i ` CONSTRUCTED OF 1 /4" HIGH DENSITY PARTICLE BOARDS — �' , OF GUARDRAIL o — w/ PLASTIC LAMINATE (PLAM3) ON ALL EXPOSED SURFACES. TIGARD , OR . RETURN HANDRAIL _---___---- ---- DOWN TO CONC. I • `` b SUPPORT PANELS 0 5'--0" O.C. (MAX.) & AT ALL CORNERS !! �,�� _,__ , 0I� REFER TO ELEVATIONS ON SHT. A16.0 FOR LOCATIONS. J LANDING- • J 0 C.H. 8'--6" C.H. 8'-8" I 4., z z 03 I >W 5 4 DRAWERS; Drawing Title w (j. - w I I � a to a CONSTRUCTED OF SOLID WOOD (NO LAMINATES) w/ RECESSED • __ - � -_ _ PULLS AND DRAWER SLIDES.• --, ENLARGED OFY *r I Y ,d. F ANDICAND D(ALL RACCESSIBLT'r GUIDEL NES)TO CONFORM TO ADA_ REFE RTl LEVATIONS THRU RAMP �pRECEIVING PLANS 1 ' 4A � REFER TO F'A ALE " '� � , 4.7Ltam MLl I )y9 (1)lEl C. 1999-00551 WELL ON SHEET A5 FOR MORE NOTES AND 1'-3 5/8 lq'_8" 27'_0" OFFICE COUNTER TO HAVE: (2) DRAWERS & (2) ?_ 0 HOLES ItoBUT' 1999-00223 DIMENSIONS OF RAMP. I='L_AN ' NORTH COUNTER TOP w/ PLASTIC GROMMETS. COUNT ROOM COUNTER TO HAVE: (2) DRAWERS, (3) 2"0 HOLES IN COUNTER TOP w/ PLASTIC Scale Date lyyy-1)01 /3 (�l '� '1.-0" FU. 10. (6) O 2' 0" q, �� GROMMETS, (1) 2"x16" PAPER SLOT (FOR PRINTER), & 18"x24" AS NOTEDAIMIIIIII TUN 0 1999 7805 DAR'1'M(�(ITI I f �. . _ -_ -_._. r • -• 40 of I U I ENLARGED SHELFONT (COO. PAPER) MOUNTED WITH BELOW COUNTER. CONTRACTOR TO COORDINATE WITI1 BRU FIELD REPRESENTATIVE. Sheet No. -- � _ -- CEILING PLAN 4 RAMP PLANAlikENLARGED RECEIVING AREA FLAN .3 OFFICES REFLECTED 0 11 11 SCALE: 1/4" = 11-0„ (FOR ADDITIONAL INFORMATION REFER TO REFLECTED CEILING PLAN NOTES ON SHEET Al2.0) 1 11 SCALE: 1�8" = 1'--O" Mgr SCALE: 1/8" = 11--0" , . . , . . . . . • . • ,. . . • ,misi,„„„.. 1,, „ , . . . . .. . , .. . .. . ... .. .. .... . , . .. . _ .„.. .. _... . . . . . . . . Ilion the 2000 . . , , . . ,„ . ,.. ..,• , If this notice appears de;trer JUN 0 2 document, the document is of marginal quality. I111Croflill od - i , 1 1 1 1 !1! i ( 1' i i I i ! II! I I III ! I I1ili I. .�!�' ;�• � R�°� i�l�l�l (Ill !il�1� !� ijlll i I;Ilf�l�i,I�I.1. ��{! �i�! �!;III !{I�IIIiiIIII lily I it i! ;)11!1)1 , iill.Iiiiiij li iiilllilll:11 i lllillililil i 1 i� 111111 ! ,, INCH ( MAD[ IN CHINA �J L_ i , I -� —i—,.I_-- T •-"11 )a t{ —w '4"1 —� t'f ' I t1 ft 111 Vii- it .._._ -- ' ii I .I.. .1. 1 1 II 1' '�" !� ••' 1!!1111 11 111111 t 1161 1 1111111 111111 11111111 111111 111 It1 •, ,1' , �,:• ''. n 11111'lu'''!!I!II 1)!!!!!1111 I!!I II!�!!!'1!lllil!!! !l++l'++lli!!1 1!!l!!! II!lili!!!!I!I!II!!lll) I !l!! 1111.1 ll�lllll!+!IlII!I.!tIII!!tlllill{i!ItI!!!I�!!I1t111��f111,n,.ll!!.I►It1il,nt!},I1i,,,1itu.'.{1111li,!!!..!11111, .in!1!1. ,11111111 1111111 III 1 111lltllt1111 ( 1111111111 .1.. 1 _ �.._ I_ . � i 1 NIYf1MUNYnI.w...0 _ I Revie ion s GENERAL CLG. PLAN NOTES: 1 C� 2 ' 25'-0 3/4" _ - 34'-6" TO COLUMN LINE "3"_____-._____ la Dote Description MAC_TOR TO PROVIDE SOLID WOCD BLOCKING WHERE TOILET t. COORIINAIE CEILING PLAN & INSTALLATk)N W/ ALL ARCHITECTURAL 2-16-91 PERMIT APPLICATION PARTITIONS, GRAB BARS, AND LAVATORIES ARE MOUNTED TO S1UD MECHANICAL & ELECTRICAL TRADES . (REFER 10 •MECHANICAL 4'-0" 40'-_6" #._____" O" _ 38'-0" __� :_ AND GYP. BOARD PARTITIONS. PLUMBING, FIRE PROTECTION, & ELECT. DRAWINGS OR REQUIREMENTS I _ - --- -- ------------ - c � f -- ----s'-----•----- -- PILASTER BASE TO NEXT PILASTER BASE • PILAST R BASE I 48' 81/4' 2. ALL WOOD FRAMING, BLOCKING, AND ANY OTHER MISC. CONCEALED 2 PROVIDE HOLD-DOWN CEILING CLIPS O LAY-IN CEILING PANELS FOR s --e" ---"" ■ •� WOOD ELEMENTS SHALL BE FIRE RETARDANT. (SEE SPECIFICATIONS) SECURITY. 1/2" 14' tt 1/4" 4 7/8 ;0'_p• 47/8" t0' 6 1/B' 4 7/8' 11'-0' t0"r ,iiii , CONC. FOUNDATIONir1 - -- --- 3 CONTRACTOR TO PROVIDE (2) 16 GA. STL STUDS (NESTED) IN WAIL REFER TO ROOM FINISH SCHEDULE ::c: :::E:::HF::L::C: CONC. FOUNDATIONUIREM \ - FICE J1 .1.- SEE DETAIL SEE DETAIL &-' WALL O PILASTERSTRUCTURE ABOVE. (U.O.N.) , 4. CONTRACTOR TO PROVIDE ALL SIGNS, DECALS, SYMBOLS, ETC, i. PROVIDE & INSTALL SEISMIC CEILING BRACING, & RESTRAINTS, WHERE _.___.,.. 1 REQUIRED FOR DISABLED ACCESSIBILITY AS DESIGNATED BY AL REQUIRED BY STATE OR LOCAL LAWS, CODES OR ORDINANCES. \.1,- ®� v CCOES AND AUTHORITY. E TEU LOC co CONTRACTOR ______ . . • 6. COORDINATE LOCATION OF RECESSED LIGHT FIXTURES, MECHANICAL i �_� _ -- __-71- - - TO VERIFY ALL LAVATORY AND COUNTERTOP OPENING DIFFUSERS, AND EXHAUST FANS, IN ROOMS WITH GYP. BOARD tip i t -.f' Air -� 4.-0" t"'� I . . .. . f OUTS WITH LAVATORY MANUFACTURER'S REQUIREMENTS. CEILINGS, WITH MECH. AND ELEC. DWGS.. VERIFY THE SIZE OF N ' - a OPENINGS FOR LIGHT FIXTURES, DIFFUSERS, ETC. WITH THE S . . . .. . . .. . . E L- ,1 ' till lill ti. CONTRW'TOR TO INSULATET PROVIDE FRAMING AS REQUIRED if ��"� - - `1xb WOOD © -' .0 _4._ LEI\ AU_ EXPOSER PIPING BELOW LAVATORIES REQUIREMEN S REFER 10 PLUMBING DRAWINGS FOR FlX'ORES & PIPIN6. INFORMATION FOR ALL OPENINGS. (REFER TO DETAILS #11 & 12 ON SHEET A13) - LOCKERS I CHAIR RAIL -- D j ' COAT RACKS C O (N.LC.) I TYP. ALL " ' ., ;n 111 v CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY/At l JVYTJFFt f CONTRACTOR TC INSTALL WATER RESICTANT GYP. bOARU FOR CEILING 4 . SEE DETAIL rJ ;J� 3'-10 1/2" y 1'-t0 1/2" { �I (4� WALLS\ � � 0 / r 3 TOILET PARTITIONS SUPPLIED ITEMS (O.S.L) U.O.N.. ® MEN & WOMEN RESIROOMS. ® tJ D.O. / 1/2. DO ( �, , L ;• 18 I� (TPT141) TYP. (T NI1 3 16 1 - - U .. � CLOSET f �, - I� � _,:rit_. �___ 9 PROVIDE SANITARY SEALANT 'S FLOOR, WALL, AND MOP SINK ; I T`ER!METER JOINTS IN JANITOR'S CLOSET. � 1 1 / # -----7 �I 11111111111 ' t2 >� MOTHER'S a •- l I \ Ey . ROOM 1 - I rl N 9 CONTRACTOR TO INSTALL PUBLIC TELEPHONE SO 1HAT THE COIN SLUT Oirit - v. WOMEN F.n - IS 48" A.F.F.. PUBLIC TELEPHONE HOUSING AND SHELF TO BE CLEAR � MACHt NES � - PLEXIGLAS OR WHITE LAMINATE. (NO MELAMINE PRODUCT). REFER TO 04.1.C. 16 m 0 110 �� , 1 G9 ® �� FIXTURE PLAN "F1" & ELECTRICAL DRAWINGS FOR TELEPHONE LOCATIC:'Ja U , r BELOW • 0. CONTRACTOR TO PROVIDE ALL TOILET PARTITIONS (TF1TV1) REQUIRED a, BREAK �W'�: so" DIA. WHEELCHAIR N FOR ALL TOILET COMPARIIAENTS AS DIMENSIONED ON PLAN. ROOM • 16 9 __ __ �,, - �- TURNING SPACE REFER 10 INTERIOR FINISH MATERIAL LIST 171!1 SHEET Al2 in , 1 al C NOM I1. CONTRACTOR TO INSTALL WATER RESISTANT GYP. BOARD THROUGHOUT " ' CABINET - DISABLED C, © T--- DOOM SIGNS 16 W: 2 =� oBREAK ROOM, MEN & WOMEN RESTROOMS, Ji NITOR'S CLOSET & BEHI.:'.} 1 1.11111111ELECTRIC WATER COOLER. , tri , (N.LC.) . 113 I / ;'-: NI C✓C _r. NWALL M1U. 1V BRACKET [VIDEO � i � •s. iI''- O6 0" A.f'F. `' 6 ,o i 1 / 8" � TRAINING � _ - ' / 1Y SHE E5 Gr' r----t [C -- - \ __--,, 12 CONTRACTOR lo REFER TO INTERIOR FINISH MATERIAL LIST & ROOM SEE DETAIL ® ROOM •� -.-_ ___,,) FINISH SCHEDULE ON SHEET AT 7 1 OR ALL CEILING, WAIL FLOOR & z i£ �-- ^_� DOOR FINISHED. ° ®� 1 t 1 ; T4110 - ,R --� C DrawingReferences ii jJ�� ® O t w I�J - )UI I�.1�� Q -a (( TOILET PARTI110NS „,� �s 3. REFER TO SHEIET Al FOR PARTITION rTPic"S., r -11" SHELF 0 24" O �© BELOW YJ (TPTN1) TYP. ! U r+- ABOVE COUNTER - j •© 16 "I ' No Drawln•e 14. 12" WIDE SHELF ABOVE COUNTER IN BREAK ROOM TO BE INSTALLED REFRIGERATORJANITOR w! (2) "STANLEY" N'797 SHELF BRACKETS (PREFINISHED WHITE) iJ BELOW 7N.I.C.) (HALL CLOSET — , ,l . O 4'-0" O.C., ATTACH THRU GYP. BOARD TO STUDS. M . ill --- CORNER GUARD -60" DIA WHEELCHAIR �_. 13 �1 116 1 Cls? (TYP.) O - * 1.�, TURNING SPACE ,v © 16 r.- . Q 1 W.C. r— LIST E ACCESSORIES __ _ - ( ..• - ..... ,.... ;�r�l © � ; F.6� �-=— .I ■ NO. DESCRIPTION MANUFACTURER CATALOG NO COLOR MOUNTING HEIGHT Q 7 A ----t-id EIEC, WATER I L., t ' III 1 SOAP DISPENSER w/r EXTENDED SPOUT �r BOBRICK B-82216 .I AINLESS STEEL !N COUNTER TOP samemr ^ 4" STI. GONDOLA PLATE 12 13 I SEE COOLERS PLUMB. k ( la 1A a 4P40III EI 1 ii TOILET TISSUE: DISPENSER O.S.I., INSTALLED BY CONTRACTOR 19" O O T-8 A.F.F. �, EIEC. DW(s'S .„ \J ""�.._-�- 16 I ail y� • ® GRAB BAR BOBRICK 8-550 FAT,LESS STEEL 33 3/4" 24'-2" F7 j L.:J W,C'' - "�- 4 FEM. NAPKIN DISPOSAL O.S.I., INSTALLED BY CONTRACTOR 19" O • Sll. GONDOLA PLAIT , 4‘1 .___M, , ' / r-- J PUBLIC TELEPHONE-' �4 _ -_ II TELEPHONE- it ® FEM. NAPKIN VENDOR 4 --- • 6 TOWEL DISPENSER •• ( ,O H c• •,,, �� 1111 WASTE RECEPTACLE = _ STI. GOND. CHANNEL_ ^' 2" F,� 4'-0` 2' o" 0" �1" 1' 11" �4" SIL. GONDOLA PLATE 1 MIRROR O ADULT FIXTURE .�: • -O 7'-8" A.F.F. , 7 1/4' �0 7'-8" A.F.F. �. m MIRROR O CHILU5 FIXTURE BOBRICK -� - �` -�" — I 111 © MOP & BROOM HOLDER & UTILITY SHELF 0.3.1., INSTALLED BY CONTRACTOR 72" BABY CHANGING TABLE 0.5.1., INSTALLED BY CONTRACTOR t2" Q? BOTTOM CORNER GUARD 111 ® _ 8. II 3 .9 3/4" 1 1/4" .111 fi �•...4 • /� • REMARKS: 1 CONTRACTOR TO INSTALL ALL TOILET ROOM ACCESSORIES PER 3. ALL MIRROR DIMENSIONS ARE TO OUT-TO OUT. � , • ADA (LOCAL & STATE) REQUIREMENTS AND MOUNTING HEIGHTS 1 ENLARGED 'TOILET AREA PLAN f31D DATE: ' 1999 —.-.--- PLANN O R T H 2. SOAP DISPENSER NOZZLE IS TO BE LOCATED TO DISPENSE INTO 1 12 SCALE: 1/4" = i'-0" ff, CADD NAME: 636/.12 _ PROJECT NO.: 898636 LAVA TORY. DRAWN BY: _ JOE CHECKED 6Y: �` PROTOTYPE DESIGNATION: 1999 QRV 37K REV. 0.99 • LQ. (3) 0 4'-0" LQ. L0. 4'-0" EQ. EQ. 1'-0" EQ. EQ.- 4'-O" EQ._-__^ is- 10877 W11'!1:;°Y TSON POAD • ST LOUIS, MO 63127 —_ ; _____.. ----- PROJECT MANAGFRS - -- _ - , Its : i9,11 [ „ ' 7-,., i I GYP. HOARD CEILING �� _.__-�__ .r�r � -- _._- _ _ I �- v w/ RECESSED LIGHT ,ivix J 0 1S99 Tle:,10, ! �� 1 1 FIXTURES. / I ry -Ni SEE DETAILS I -•------ etitLPROFESSIONAL 'G I_.__, I J !Weller ® OF RECORD: I�� y �-� r • JAMES C. ALBERTS �!' 21' ,� _ - ___ __ 4 314-821-1100 S C. A��` , v C.H. 8'-13" W W M'. '—' ,., L,J L r.....-1 N . tka — • ei .. __ . , . ,;, 1 11 ,I Qv_ -77 0 _ Aillal•MOOMINIIIMIN••••••1 .. NVMMI /IMMONIZMIMMIM. c. H. .- e," o Nat'•nal O�fice I -_ w 61 From oad T -- -- _- E ,® -- , _.- _ I1 . Par•mus, NJ 07652 0 . rnormimi --- L-0'_i' F.Q.) l (2011 59 -7800 • `?, IIIr 0 e.,1:_it Li in I C.N. A _6„ C.H. 1b'-0"<� ii • I1 = , 1 • • I _ T' '.../ Thisdrawingis the. ExclusiveProperty ofMOTHER (P Ci TOYS "Sl" '.JS. Theinformationshownrttaynot be used nor the Drawings Reproduced - �I __ ___—N�_ without permission of TOYS "ST" US. THE TILE ACCENT BAND SHOWN ABOVE IS TO BE A RANDOM �? C.H. A'-A" C.H. 8'-6" c..-, . PATTERN THRU-OUT TOILET ROOM, EXCEPT AS NOTED �.- -. -_ y --' •a Location (SEE SHEET A17.0 FOR CERAMIC TILE TYPES) .�.�—•�• �- -- ------ ,,,._ i, , �• cT�_� __ , I _ Ir ., _� TIGARD , OR . COVE BASE AT PERIMETEr OF TOILET ROOM TO BE . . . • - RAISED GENDER 6"H. x 8" CERAMIC TILL• (CT7). •1 SYMBOLS (TYP.) WALL GROUT TO BE (GR1). I / FLOOR GROUT TO BE (GR2). I 0 C.H. 8' 6" . Drawing Title SYMBOL.S\ RAISED I(T'iPff �iLZ --„. ...... EN LAR GED TOILE] d — �, ( iik. FIELD TILE--CTI CERAMIC TILE : DAL TILE;;, m RAISED GENDER D-'799 PEARL WHITE (MATTE) 4 1/4" x 4 1/4" -24"x48" SUSPENDED METAL SEE MECHANICAL, ELECTRICAL AND FIRE PROTECTION PLANS DETAILS CEILING GR!r, w/ LAY--IN DRAWINGS, FOR COORDINATION OF LIGHT FIXTURES, TEXT (TYP.) ACCENT TILE-CTB CERAMIC TIEDAL TILL (PMS #555C) ACOUSTICAL •'EILING TILES H.V.A.C. DIFFUSERS, SPRINKLER HEADS, ETC. MEN WOMEN MI D-192 AGEAN (GLOSS) 4 1/4" x 4 1/4" w/ HOLD DOWN CLIPS. (TYP.) Scale Date t_r_. i .4)r. ..• --- RAISED BRAILLE (filN U 1y8� GENDER TEXT III ACCENT T1LE-CT9 CERAMIC TILE : DAL TILE (PMS #647C) --• AS NOTED Sheet. No.( •) G-69 DENIM (GLOSS) 4 1/4" x 4 1/4"OF ACCESSIBLE DSCAELET: RiFA,_Ncoc:IAlva.pit_ER6A8pg,-,NT2 TOILET AR�.A �-"- REF LECTED GEI LINPLAN � 4 DETAIL ROOM SIGNS 3 AIL . .. • ., • AIIIIINVIIIIIIIIIIIIIIIIINNIIILair. —�-- �� - 12 12 . SCALE: 1 /4" = 1'--0" Al 01212 SCALE: NONE161? 1A/21.L �'2" = .1.0 I99g-00551 Pl'VI'? I)-'l)i 1'i;' 7805 DAR'TMOU I'll PG 41 of 101 Afirsimempriwrivir. 1111111/111ima. 40140r,„" 4., If flits noltCt' al,pe:u• clearer fh;in the JUN 0 2 2000 • r;acumenf, Ilse i:1.IC) Sis of zi.Iglina! quality.( • •, I11IC1't0 1211100 ' t ( i I 'l I I �y. �i 1 ! •! 'h ( n 1 1 I I t I i ' ' ' I ! I , 1 !1IiI±II :, , .,.,, t, , 1'1 1 !I�!�I ;III� 1� 1��l�I� ,I, i I�i�lll�l,l�lti h'IlI1�11 , 1 ( I l 111 I 1 ! ; ,, ,. , , ;I�ili:II 'I ! 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BOARD 3/4" PLYWOOD LIGHT 2-16-99 PERM I APPLICATION �� 7/7-HEADERS w/STL. k----- - - - - EACH SIDE (TYP.) [SH17; w/ WOOD EDGES ■ .. RUNNER TRACKS e ! o WAINSCOT PANEL (WPI) 6" 20 GA. STL. STUD, PA - PNT2 TL {� —_ • LT------ � , O 16" O.C. TYP. "'' TOP & BOTTOM �-� ' lr r-r- (TYP.)-- �- �- 3 STUD HEADER LINTEL • 3"x3"x18 GAx3" �-'` I --• r`�- v SAS E WIPMENT ROOM STL. ANGLES , `` ' j _ ,� 1 I J� b r ---___---• t-• a -�' FRAME 16 GA. H S10IDEUTE L. ill . ATTACH TO STL. / "' T r " TME CLOCK O.S.I. - z / STUDS w/(2) - z " �' I• `v ;,, �� a ( ) I INSTALL GLAZING ON �' 'co X114-1/2 SHT. ----- N d c• '� `� 1 4"0 LAG SCREWS SALES�ff.` SIDE OF FRAME -� .....=.11. � ` ri-7k SHELF BRACKET 5UPPORTS ■� N a i MTL. SCREWS'`,. 5 / �► N.M. SIDELITE (Np ) -_--� 1 w oo .i.. A -_--' - ,85 T 3"A HOLE FRAME do STOPS _-�� 0 EA"STANLEY END 797 (WHITE FINISH) ■ v _i - ' - PAINT - PNT2 1�~ d. OTE. STUD/JOIST OPENING FRAMING YANILY COUNTER ® WOMEN'S -- �,, . 11111 5 j i•- 11 MILL SAFETY MIRROR GLASS OFF I (VERIFY OPENING , 1/4"4"ESAFE MIRROR TO d 1/4" � III IN "' . SI_E REQUIREMENTS -_ ,� - 1111... ------- .� l- --•--.. FtXi LIGHT FIXTURE) - -- I' 4" 1'-g 3�d CONTRACTOR TO VERIFY ALL LAVAfOfr POWER CHORD FACE SALES AREA ----.�_._ 1 -- --1111.-_��__---•�' ~~ ,--STL. STUDS/JOISTS f�FIILD WIDTH ADUI T YNDUI AND COUNTEI'TOP OPENING CUTS WI 11 2x8 FIRE RETARD. ll (32" µN.) LAVATORY OR SINK M/ IUFACTURER'S SALES - - ---------1111._— -� WOOD BLOCKING I --- - r+ O 16" U.C. ________-_ - 1111 -1111.-_� REQUfREMENTS. ATTACH TO STUDS 11 4 EACH SIDE I WAINSCOT PANELS• 6" STL. STUD TRACK �III� LIGHT FIXTURE LIGHT FIXTURE • - • CONTRACTOR TO PRGVIL : INSULATION � ,� - _ -_ 1111 N� PROTECTIVE BOOT ON ALL EXPOSED 6" 20 GA. STL. STUDS r 5/8" GYP. BOARD ;, PARALLELSQ PERPENDICULAR TO .,` PIPES. WAINSCOT PANEL (WPI) - O 16" O.C. (TYP.) , _ �. ` _„ CEILING RAt�11NC CEILING ��A�dl - - -• r.� r ` 4 t .____�-- U — W OF GYP. BOARD CEILING M r . "' H • ' r 4 DETAIL_ OF TIME CLOCK 0 EQUIPMENT ROOM AI DETAIL OF WINDOW LIGHT SHIELD 0 OFFICE a - 111 11 DETAIL A P,ECESSED�LiGNT FIXTURE - .1 _ c " = " ,. 11 _ SCALE: 1 1 2 = 1 -0 ., 1/2" " 11 13 (,ALE 1 1/2 1 0 lir / Ammar I 13 SCALE: = 1 U - � ---.- 1111.--,1111—�-- . : VANITY COUNTER 0 MEN'S V.E.M. III ardarrui.m...ormisidommimil i i MIL. ____ - II - . . 10'70"_A.F,F.s ■MIll VANITY COUNTER CONSTRUCTED OF: CONTRACTOR TO PROVIDE INTERMEDIATE 3 5/8" 16 GA. STL. . COUNTER TOP SURFACE - 3/4" THICK SOLID SURFACE 2x4 WOOD BRACE. IN CENTER OF WOOD STUDS O 16" 0.C. MATERIAL (SSMI). FRAME O WOMENS VANITY COUNTER ONLY. I SUSPENDED CEILC'G ■ COUNTER BACKSPLASII & FRONT APRON, SIDE SUPPORT Tri- ti' 8" 6" :8 GA. STL. 1/2" THICK SOLID SURFACE MATERIAL (SSM1). Y STL. STUDS, (PROVIDE 1/8" RADIUS ON ALL EDGES) T I' 2'_O 1/8" ` 108'7_13"_ A.F.F., . I DrawingReferences • i RUNNER CHANNEL - --- lxti HARDWOOD BOARD 3/4" 12" DEEP INTERIOR GRADE / ANCHORED TO [SEE PARTITION TYPE), 4" 1111_ ____.�__- ./4" tr _ 12" DEEP SHELVES w/ -� • 1 ~- -. (TYP) PAINT TO MATCH WALL HARDWOOD STRIP No Drowln�e MASONRY w/ ATTACH STUD/ 1 SUSPENDED CEILING o CLEAR EDGES FINISH • 1 "HILT!" HIT C-20 JOISTS w/(4) 2x4 W000 FRAME VANITY COUNTER CONC. ADHESIVE ANCHOR #1/4-1/2 SHT, LAG BOLT TO Y,►AL.I.-r B (TYP,) BLOCK MTL. SCREWS. �•. - - --- - •" Ts_-. SYSTEM w/RODS, 1 • WALL. NUTS do WASHERS, 4 _. ( ) ID r CONT. 2x6 WOOD + I E / BLOCKING BEHIND `� `� M 1x4 WOOD BLOCKING • y,. IQ 48" O.C. � VANITY COUNTER x N O SUPPORT BRACKETS SHELF BRACKETS (TYP.) CEILING HEIGHT -6" 20 GA. STL- SEE FINISH SCHEMA t �! f ATTACH TO STUDS --- COLOR: PRF.-FIN. WHITE • - I _ (TYPICAL) --� I� i� • r` STUD/JOISTS O ' =-VANITY COUNTER / y., "' 16" O.C.------/ 5/8" G I'P. BOARD /,o END SUPPORT ) PI i c=====2 4'-0" LONG SLOTTED �••- —I (WATER RESIST. c., 1. . w/ 1 1/2" WIDE 6 r, - 1/2" GYP. BOARD • VERT. STRIP SUPPORT SOAP DISPENSER =, Li O 24" O.C. • I IN RESTROOMS) - Y- ANCHOR •TO PAR11TlON ■ -� '-"-"1 (WATER RESIST. IN co ,r,n I� ATTACH TO WALL �� o- - — - - w/ FLATHEAD WOOD SCREWS RESTROOMS) — - �' w/ COUNTERSUNK �l a -' � • SCREWS (TYP.) '" 0 1/4"\le FLATHEADCLEAR ANON. ALUM. COLOR: PRE-FIN. WHITE CONT. SEALANT r, .I 5 '1_ Y' O • EXPANSION BOLTS SAFETY COAT HOOKS r I - i� CONT. 2x4 WOOD .� (2� i 1%2• 1 1/2" BLOCKING UNDER B (COUNTERSUNK) MFR'D BY "REI" #901 AN0 SHELVES IN TRAINING ROOM CLOSET TO HAVE: r a e INTO MASONRY (800 365-5770) OR �" COUNTER (TYP.) 1,__ '° ,I, WALL & 48' O.C. EQUAL 5/8" GYP. BOARD (4) 12" DEEP INTERIOR GRADE PLYWOOD SHELVES >� _ Q1y$Y CONDI TION. PARTITION CONDITIONI EACH SIDE (TYP.) -- w/ HARDWOOD EDGE STRIPS & CLEAR URETHANE FINISH�EGTION B-B SECTION A-A _� N & 6'-0" LONG SLOTTED STANCHIONS 0 24" O.C. • -- - -�� ' ANCHORED TO CONC. BLOCK WALL w/ FLATHEAD EXP.\ IIIcCOON ACTOR TO PROVIDE (2) COAT RACKS IN BREAK ROOM BOLTS. NOUN', BOTTOM OF STANCHION O 1'-0" A.F.F ) ■ SCALE: 3/4" R 1'-0" SCALE: 3/4" - 1'-0" I I'a A Ii': t. OF 1 -" ,1111 DETAIL ® JAN OR'SBCLCSETLE LVES 12 DETAIL OF GYP. BOARD CEILING 8 DETAIL OF VANITY COUNTERS 0 RESTROOMS D E TA I L OF COAT RACKS ® BREAK ROOM --- -' 1111 t. 16 13 SCALE: 1 2" = 1'-0" 16 SCALE: 3" 1'-C" 141SCALE: 1/2" = 1'-O" (TRAINING ROOM CLOSET SIMILAR) 11 13 SCALE: 1/2" 1 O / =. I ACE OF COLUMN (BEYOND) - E' .. -PROVIDE (2) NESTED COUNTERTOP: �� I --r.-� ` 1111-�_` 25" W. x 64" L COUNTERTOP TO BE CONTRUCTEU OF 3/4" HIGH DENSITY PARTICLE BOARD w/ PLASTIC 4x4x1/4x4" LONG CLIP ANGLES B,D pA�;JUN (i 71�g9 ' ,� 18 GA. STL. STUDS LAMINATE (PLAM3) ON ALL EXPOSED SURFACES AND BACKER SHEET ON ALL CONCEALED SURFACES. • BEHIND T.V. BRACKET w/ 1/2"w. x 1 1/2" LONG SLOT 4" HIGH BACKSPLASH O BACK & SIDE TO BE CONSTRUCTED OF 1/2" HIGH DENSITY PARTICLE BOARD w/ FOR .ANCHOR O 6'-0" O.C. � %" CADD NAME: 636A13 PROJECT NO.: 898636 PLASTIC LAMINATE (PLAM3) ON ALL EXPOED SURFACES. ANCHOR w/ 3/8"m SLEEVE TYPE ,•, ,K,.,.. DRAWN BY: -JOE CHECKED BY: .ATTACH T.V. BRACKET EXPANSION BOLT INTO CONC. `T �4 PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.89 /'' w/"HILTI" 12-14x2" CASEWORK: BLOCK (GROUT CELLS SOLID) --_•__ I APRON SINK CABINET 1162, 27" WIDE, 34" HIGH, 24 1/2" DEEP I ��i #3 HWH SCREWS 1HRIJ # _GYP. BOARI. TO Nt:STED PEDESTAL SUPPORT PANEL #0001. 1 1/16" WIDE, 34" HIGH, 23 1/4" DEEP C6x10.5 STL. GONDOLA CHANNtafi4 I BLANK APRON #14'30, 36" WIDE, 4 1/2" DEEP. ,TUNS. REFER TO MFR'S CONT, BETWEEN COLUMNS. ALIGN I r^ ' MOUNTING INSTRUCTIONS END RETURN APRON #1492, 23 1/4" WIDE, 4 1/2" DEEP. • _ FOR NUMBER REQUIRED. MANUFACTURED BY: "LSI CORPORATION", CABINET SHOULD BE COMPLETE, INCLUDING HARDWARE, CHANNELS & FIELD WELD TO ANGLE, 4 ^� SIDE CLOSURE, ETC. OWNER APPROVED EQUALS ARE ACCEPTABLE. SUBMIT ALL DRAWINGS TOL,4 1,_ 5x4x3/8 (LLV) CONT. STL. �Q��O ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. FINISH TO BE: D92 DOVE GREY. d - VAfiLS • _•�'.� ANGLE - WELD TO TOP CHORD j 0 MASONRY WALL, ANCHOR 1'-4 5/8" 3'-8 5/8" .1 OF JOIST. 10877 WATSON ROAD T.V. BRACKET w/"HILTI" a - - METAL ROOF DECK & JOIST ST. LOUIS, Mn 63127 i• HX 3/8 x 1 7/8" SLEEVE 16 GA. CLIP ANGLE - ATTACH 7-SEE STRUCT. DES. • PROJECT MANAGERS ANCHORS. REFER TO MFR'S ---1111 - 1 a " ' MOUNTING INSTRUCTIONS FOP '� - TO STL. ANGLE w/ (2) #14 SHT. x �--�- - �— � •. MTL. SCREWS & TO DIAGONAL 6 5/8" 20 GA. STL. _ ---y NU;dDER REQUIRED �, i� I - -- - - BRACING w/ (3) #14 SHT. MTL. DEFLECTION TRACK TO ---1 •� ---' 2x2x1/B CUNT. 5711. ANGLE SCREWS (TYP.) FIT OVER GYP. BOARD PR or.�� "--- �� J - _ ---F-- 01 EXPANSION BOLT TO SLAB 0 48" O.C. ♦ (DO NOT ATTACHED TO ctv-s.• ,,.. ,• • ALIGN FACE OF ANGLE w FACE ` + ROOF DECK) ;;1 �� ,l WALT MOUNT T.V. OF CHANNEL ABOVE --- ''''''........7::.....14/ C �(. BKACKET w/ T.V. '�+ 5/8" GYP, BOARD• �L1N '� O 199 `r 111 MOUNTING TRAY, -_ _ _ (CUT ,Sc FIT TIGHT '"- -GYP. BOARD PARTITION oPROFESSIONAL J t -\ AROUND PENETRATION) I I 7KX Slow, OF RECORD: � - REFER TO PLAN FOR �.---- n 1 1 • =_ .JAMES C. ALBERT` kn �1° �� • PARTITION TYPE. IL_ 13 1/a" __36" 2/" • I -_.__.___:___ - /� 27, 1 . i ______Ani__ v -END RETURN .-_-•--BLANK APRON APRON SINK CANINEI 314-821-1100 `�s • 5'-•1" 1111 �- A'-`� 1111-- 1111__— \ ��--3x3x1/4 CONT. STL. ANGLE S K BREAK ROOM 6 DETAIL THRU STEEL GUNDOL.A WALL CHANNEL WELD TU BOTTOM CHORD OF - AIDETAIL OF T,V. MOUNTING BRACKET 9 DETAIL COUN TER & _ IN \ JOIST - PFcO��OE 1 1/2" LONG 1;114 O r I , " ~ = 1 -O„ SLOTS O 16" O.C. TO ATTACH I i !! SCA.,_E. 1 /2 == 1 -0 16 13 SCALE: 1/2" 7 13 SCAI..t: 1 = 1 -U To STUDS w/ #14 SHT. MTL _ SCREWS (TYP.) ^.. �— N tional Office • --_ -----FACE OF GYP. BOARD 4x1/4 CONT. STL. PLATE ___ N From Read -*�-`--- PARTITION " ATTACH TO MTL. PLATE w/ • . . / DRYWALL SCREWS 0 12" O.C. aromas, NJ 07652 r.----.---- ---CONT. SEALANT (COUNTERSUNK) -6" WIDE 16 GA. STL. PLATE � FRP PANEL. � ATTACH TO STUDS _.---.6" 2 0 0 . (TYP.)STUDS 201) 599•-7800 - 1/8" SPACE Ac SEALAN f / EDGE CAP 1/8" SPACE & SEALANT �a 1,:e:'-` -6" 20 GA. STL. STUDS 5/8" GYP. BOARD INSIDE CORNER MOLDING 0 16" O.C. (TYP.) \ This drawing i, the Exclusive Property of — FRP PANEL \ TOYS "SI" US. The information shown may FRP PANEL _ 6" 20 GA. STL. STUD \ I rot be used nor the Drawings Reproduced - - DIAGONAL BRACE O 48" O.C. '� 1 __�••-CONT. 6" 20 GA. STL. without permission of TOYS "A" US. LAE_EQ_GItEi INSIDE CONES ATTACH TO 6" VERT. STUDS I STUD BRACE - ATTACH • /-FRP PANEL COLOR-INTEGRALOLES. SYP. BOARD_JL. Elf PARTI QLD_, CGNDIDTIU� w/ (4) #14-1/4 SHT. MTL./ TO EACH STUD w/ _ FIBERGLASS REINFORCED SCREWS (TYP.)-- • (2) #14-1/4 SHT, MTL. Location `� _ / POLYESTER (FRP) PANELS APPLIED w/ �/ EDGE CAP ADHESIVE OVER GYP. BOARD PARTITION. SCREWS (TYP.) MOLDINGS SHALL BE USED AT Al_L JOINTS. 4x1/4 CONT. STL. LATE DRYWALL CASING BEAD --� TI G A R D , OR. ATTACH INTO CON.. BLOCK •,/ _ �1/8" SPACE do SEALANT "MARLITE" F'RP PANELS w/ 1/2"0 x 4 1/2."LONG �' CONT. SEALANT FLATHEAD EXPANSION ANCHORS / COELIA: S-1006 WF11'TE (SMOOTH SURFACE) ' / O 48" O.C. (COUNTERSUNK) -8" CONC. BLOCK GROUT • ��__5 GYf'. BOARD DrcwingTitle ' MOP SINK MANUFACTURED BY: - S MARLITE I, CELL SOLID 0 STL. PLATE RETURN a • /SEE PCO' DWG& 202HARGER STREET `,,` r- °'DOVER, OH 44622 4 - � INTERIOR DETAILS • PHONE (216) 343•-6621 \ i I. ,.-.. ::+/•''o•''1''.''.`•t'••r`• • •;•. FRP PANELS TO BE INSTALLED IN STRICT / / �./ •.: .-.x•,,p;r-t.'• • t_ ,•y •KS.'. ACCORDANCE w/ MANUFACTURER'S INSTALLATION jCQIB UC1 to INSTRUCTIONS. CONTRACTOR TO PROVIDE %11J.. S-EALL MOLDINGS, ADHESIVES, & SEALANTS AS AS NOTED%11J.. 1999400244 BASE MASONRY COMMON_ MOP SINK REQUIRED. OWNER APPROVED EQUALS ARE TUN 0 I I I 1999-00551 ACCEPTABLE. (IF REQUIRED.) Sheet No. }l�I'' i 999-00223 I t_ "FRP" I 7 DETAIL THRU STEL GONDOLA WALL PLATE OSECTION THRU BULKHEAD SALES/PRE—SALES• I.M 199 uor i{ 10 D E TA I L OF FRP PANELS 0 MOP S NKj Ai 3 7805 DAR l'Mo11TH " SCALE: 1/2" = 1'-0" 0 15 13 SCALE: 1 1 2 - 1 -0 • 1111. -- - • - •-- 16 fp SCALE: FULL SCALE / tel. PG 42 oflol .. . ,. . .: 1111 _ ,_., .: .>; .. '. 1111 -. .� K lir- . ., 1 ♦ 1 Ill 1( If this (mike appears clearer'• • th'in t1 • JUN 0 2 2000 • 1111 .,. ,•. . ._,.._ . .. •. .,. � . _,. ., , .. •• K' l microfilmed document. Ilse document Is of marginal quality. t !(�) I�t1!iI '!j!�!i!IIiI�! I !�I�I� I ill I I� IIlji'! j!;IIII!�l�l�i I�!; I Ij!�I�rj ij ; ;I !ji;i '► Ijij:Iliilij! liijlIiIiIl) ;i I 1{;illilijill;! i IlljljiIlji�i' lii !�I�l�Ili! INCH ( MACE IM I CN INA I ' I I 1 ( 1111 t _ _. Q _ - _I I - _ -i- T-1_3_ i`- �`" _T- `3 11 tf i� tf `ii ii • t! ff t� fT �1 f� Tii ,,,, "'! i ! i I I ! I !. I I 11.1„ ! ,luilj;lii!ifi ; i:!iii;l!I�i!111I��! �1�{{1111;1!1 Illt�llllist�tlttft{�Iltt;tlll lj=IIIItI1111ItIllt • • III II'll I i I ii I !I I lIII u-i III ,1 1 iii liij ii ,iii I I i i illi I,:il ,I t'��i li!IIIII�II{llllll:,,,lllli(�:,i:,lUl,ll,l! 111�lI. ..illfl ,! lfJ.,„I li' UIII...,Il,ifi,..ill.!I!„..1111+... IlIlli,.i.IIII. ..I�III.IiII1..,I•ill.ilillll Illi..,:,lit 1 {I I f� . . • , ...: ..+.-.. . . ",. - p:%..oma;.itS.4-'t.4.-."N...•wn.rc.« "-".,.,J.,_...y„"�..-.•..,,.. .. _. ,.;A..:a_ .....w 1111 '1- r.. _.-. ... i ,_. 1111 - -. - ‘i- <1)2 SIMILAR OSIMILAR 1p ,41-, Reviglons `I 61 } ` q > 14 Tv/ < 4 > INTERIOR INTERIOR 2 C > �_" '> (- -) < <- -> ® 0 ` STOREFRONT STOREFRONT �D Dcte Description . 2-16-99 PERMIT APPLICATION ■ 1— .1111•1•1•00MMIIMMMIMMINOOMENNIMMINIIMIMMIli. 1111 11= • , t 1'-2 3 4" n 1' 4 3/�" 7' F.U. 2' s' 0 3 v. 2T 0' F.O. 4' 0" _.. 20'_.0" F.0__ �1 / �+ I , 1n 11 3/4" 9'-0 142" F O. : 1/ / " - --- �__-- ,n STOREFRUN SYSTEM I ---- _ -- ._ - - y._ __. - ------- ...._ STOR ONT SYSTEM IC I. r ' STOREFROIIT SYSTEM p ,o__—__ SIOItEFR 1 SYSTEM I ° N II , N (2) [QUA SPACES " O _ -- -- !L -- vl 1 (2) EW SPACES N 6 EQUi! SPACES - - • 1 ' E d _-_ -_.__ - -- -_ r== ~N� - -- - - (4) EQUAL s CES = �z'-a l/z" 1[(2) EQUAI SPA S = T`t+ 1/:'" n ■� tAJ Ln • 31 W d N i o k' o II _ • ■ ^ ' - ---- hi-, 1 -..., re - II al " I 2 / 1?/o 1 2" tap , -- 0 / li IIIIIIMII , II --__ — v l 1111111 17i j 8 8 war -- ( - - - _-Q 1 -> o W /� 8 �.. /r 1 d d 71 • , Ji___, ' :71 L, I 0 9 '� �o ■ ) :� I I,A ` c-5 ---II I �� • I L \ - \ L Lei_ 1 • © 0 1 I < > l • C5 I.__ __ — -,...7 all 111 ___1 I Mr. , Lr_ I , I - -- J i ti i 1 ..� 1 aim < 1 > < > > O SIMMI< y) < y > < 17 > < 9 > �./ Cu Cu U <-7 ) ■ ._ <7E) r C ELEVATION OF INTERIOR VESTIBULE B ELEVATION OF INTERIOR VESTIBULE A - ELEVATON OF INTERIOR VESTIBULE ■ 1/4" = " 10 14 SCALE: 1/4" = l'--0" 10 • SCALE: 1/4" = 1'-0" • --- -- , 10 14 SCALE: 1 - U © 40 <14-A> Drawin(] References ININIMINIIIIIIIMINIMMIUMNI `' 11 J �I A) 14 7 6 C><13 A><14-A> c 7 ra I 1 / room, i 1 (-'d_i:) ..••••• r B-C I ii / • I 1 t , 1111111911111G1 r 1n _ 71' 0' [.0 _ - ____ __ __ ___ . - •• SIORtf Ri SYSTEM ' -l- ,�, -- - ----STôREFRON SEM ■8 3/4" y-- (2) EQUAL SP S • 9'-3 1/4" io r, (6) EQUAL SPACE` I - ,„ ------- __ -_ t - -- _ - v) 6110 ______ I, .il. 6 cli ■ N til d \_ • • ■ 17,14613 W ♦ • 7 M o 1 -r-s-, U D .� __J .__ _.�-_--___.--..-- i yr�-i l w rr V .. _ — _. I .. -ti w- --•�-�--.. I II _ yy -3,-1i 3/4" �_ 1 lzro :i2"'ae. - -_� s' 11 3/4' 2 t 9'-0 1 R' o.o. 1 3/4 IIII 7 al �' ;� o' 14 18 Ev9:11:1: ,bII A 'v- — • �� / ____ ttr-: . • -- -- - % 1�;` „ BIU DATE: e98636„ I — ti-, \ - f _ _ 01 \ 1 G36Atd-- PROJECT NO.: _ .o+ 4- `� a_• CADD NAME: ',' � -�..� �_�� _� f�-f.yr _. .,� � 'F” �- CRAWNBY• 30FCHECKED BY• --= s--._# - _ ��.1......._ ........._. . .._....... • =� > ,M1 L 1 i�.- - `� o ."\-- _ ____,t -.4 ,-- � .1 I - 1 - PROTOTi'PF•DESIGNATi N: 199_9 9R 7 kEy< 0,99 111.11111 .. l� .. ._..._ _ _. r _r 1 \ . _____ _,_____._,, �.� � ��A� p... [€ < >C ),1; '► (7—) <'_o-.^� c '' ) =--) < 1 > 'gm op < ,C J 16 A < ® 0 � F1 1087�QWA��O N ROAD , 11 > , 2 ) (..-7--> C • OF FRONT WALL FRONT WALL OF _ PROJECT MANAGERS ELEVATION E E LF VA TI O N FROM SALES AREA D INTERIOR VESTIBULE LEGEND --BUILDING MATERIAL CODE 10 14 SCALE: 1/4" = 1'-.0" 10 Fp SCALE: 1/4" = 1'--0" COLOR CODE FOR INTERIOR FINISH MATERIAL LIST, SEE SHT. A17.0 �Fn PR0r4. • �.' " Sj) AI CODE BUILDING MATERIAL ��, �G1 NE.: iir • /� ® CP <14- /...1> (i; c ) lap (14 A> >"' T' < 4 > 1 AUTO. ALUMINUM SLIDING DOORS, PAINTED " SUN 3 01999 4 in (INTERIOR FINISH - VALSPAR #789G006 BRIGHT SILVER ) GLAZING: 1/4" BLUE-GREEN, GLASS, "GL-3" (TEMPERED). I -� • ALUMINUM dt GLASS STOREFRONT SYSTEM, HORIZONTAL & VERTICAL PROFESSIONAL �, �` j j IOF RECORD: l /, 1 1 MULLIONS - CLEAR ANODIZED FINISH w/ COLORED EXTERIOR CAPS. ► 0�1°' GLAZING: 1" INSULATED, BLUE-GREEN, LOW-E, GLASS. JAMES C. Al. BERTS ., /11 27, �,.\`' 1 GLASS WHERE SHOWN GATED:ELEVA-ONS(TEMPERED) & "GL-5" (FLOAT) 314-821-1100 ', '" C P'k% AUTO. ALUMINUM SLIDING DOORS, CLEAR ANODIZED FINISH. I i GLAZING: 1/4" CLEAR GLASS, "GL-1" (TEMPERED). \ 1 1 • i • • 1 ALUMINUM 8C GLASS STOREFRON"f SYSTEM, HORIZONTAL & VERTICAL , \ 'ASS -�'�'� j MULLIONS - CLEAR ANODIZED FINISH. GLAZING: 1/4" CLEARGL GLASS DESIGNATED: "GL-1" (TEMPERED) & "G1.-2" (FLOAT). \ WHERE SHOWN ON ELEVATIONS, • � Natie�lal Office • WAINSCOT PANELS (WPi). 461 l�r�m Road ,, STL. COLUMN, PAINTED. \ PamuJ (77652 I ,--•;.-: -- �- r--- 20'-0" -- ----- 7Jr -- - - r v 4" VINYL COVE BASE (VB1). 20 27' F.Q, a! " - 0 CORNER GUARDS (CGi). 3' 8" n n 11 J/4 9' 1 7" F.O.FO 10 �, 2'-1" r-0" F,O. l'--0" 10 20-0 F. 4 n" --- - N' �� STOR[FR T SYSTEM I .__________ —__.__- -. r ._.._-__ - --_ ----_R____ _ _...-- ----_.. ._._._ ___...___. �.___ - •STOREFR{ T SYSTEM -- ' This drawin is the Exclusive Property of STORF.FR01V1 E YSTCM S OREFRONT S M n (6) FOU . SPACES I u _---- EOU - 1 BUMPER GUARD (BG3). (2) EQUAL SPACES N -- TOYS "Sr US. The information shown may (2) SPACES in N 1--- �- - -- --t ___ --= _ _ - ----- _ _ t't a d +0 LOUVER (REFER TO MECH. DWGS.) — i1 not be used nor the Drawings Reproduced 1 - - (2) EQunL srA s = 7'-11 1/z" (4) :WnL srACEb - 12' a 1/z" i� " A -- ' 8 11 COLUMN COVER (CCL) & CORNER GUARD (CO3). without permission of TOYS FI US. ci o I- v I I s 12 STL. GONDOLA CHANNEL O 7'-8" A.F.F.o L_____ _ - ------- - :._ ::: = _ OCat1011 4 -- - - _ -- -- --- -- ,,, _ --__-_-- ---rt---------. i' CONCRETEBLOCKWALL, PAINTED.N � ;� _ z7 TIGARD 0R�_ 1YR : m ,,, 14 GYP. BOARD PARTI11ON, PAINTED. • ,, 14 18 - _ ---_____ — _— CR \ II 15 3 STL, STUD BRACING O 16 0. , PAINTED. ( ) f � / „ TYP. II .1 -� ====______—___ _ / • — --- -_-- �, T \ 5 8 C. ' ` 8 ,n eI-Azil ,� �� I - 16 EXPOSED CONCRETE , PAINTED. Drawing Title 1` - 9 6 J I �' .) 17 SURFACE-MOUNTED WAINSCOT PANEL (WP2) 0 LADDER STORAGE • INTERIOR .,_ _r_ r_c___ ___ • _.\ I I 71 -- . 5 H1 --- 1 �_ 7_._.__ 1J ELEVATIONNG a � � �? 71E Ur11 S �� _ ( - J Da �IUN 719y - — _ ... 111 - -- --—-_ - - /'� '"�� / �, \ O ; , COmimiDE • COLOR AS NOTED �7 < 4 > ��J41111 �J 3 > 7 < 9 ) 9 r PN 11 SW #1004 "WHITE" INTERIOR VESTIDULE INTERIOR VESTIBULE 5 � INTERIOR VESTIBULE " Sheet No. • /''� - ELEVATION H PNT2 - SW #1482 "TAGS TURQUOISE H ELEVATIOI\I FROM SALES 4REA G • ELEVATION FROM SALES AREA F VIEW FROM SALES ro � " PNT5 - P&L #E34100 "WHITE" Al 4 10 SCALE: 1/4" ----• 1'-0" 10 14 SCALE: 1/4" = 1'--0" 10 14 SCALE: 1/4 = 1 ---0 Ai , Fy. I) F NT6 - SW #1004 "WHITE" (EPDXY BASE) Ilk I99 -.002,44 1.1,C 1909-00551 • I'CM'1§99=11(1 73" 7805 DARTMOUTH PG 43 of 101 w - • if this notice appears clearer than the JUN 0 2 2000 document, the document is of marginal yualit�. . . . . _ , • tnlcrc�filtnccl � ::�_ , ....- ' ,, !�ITt�t11lI IliiiiIi!iIii I I1!1i1I1i;i1i i 11 ijii (i �� ;�ii; �; �� ,'�'`I II , iIiini iiiii;i!lIIIII I'il!;i(!f niil I Minipill!!! ! llilillIII�! I;1 ,!II;l114! MN !PAW IN 041M04 I • ;.,,, ,,;, 1, Ai ,,, ,,. 1-r� -T-,-T-3- S -i� IT ' .. I.. 1?. ii _ 11 If ft 11 1 1111 11+ I,I, T�,II 1111I1 , , ., nli 11 1 "1. 1 X111 !! I 1 i !11 I u i 1 ! III III lu t 11 i Ilitilillilllitlll i1lllill'llilil 'liiiiii i.": I I 1 I III! IiLllillII.11, .,,Ii1111 IIn1IIIII+IIIII Ili. !'11111! I I IIIIIIIIIIIIIIIIIIIIII,IIIII! ,.- .�i.I l I ! ! ru t:.. {Til I • 1 III 1 I it (!. III , I fl!! _I,I ll,i...l,l1! -,Ililil.l ili.,.il.l.11i i,..,IIIIl,11, ..._._..- • IIROVIIIINIMMIIIIIIMMENOMIIIIIMIIIIIM. '• i • 1......I N1111111111.11.111111111.011117 !UMW . _ Revisions /�;; No Date Description IND <9 C> <9- C> �'6-~/ 16-A <6 ,4> 13— r Date 2-16-99 Description PERMIT APPLICATION J r I� I i I I :4'1 N I I III NMI ■ U . 111=11=1-■ ■■.. I II MI I U 1, 1 ■■� r ■■■■ U ■ 1= . i i U . 111111111111111111111111111111111111111111111 • 7 7 OPP a 15 13 6 HANDIIII= 15 13 13 - - - -- - - - _ 4Am. _ ® ■ r • 15 13 III • 1111111111111111111 �, —. rn r _ 11... /-CD-7 , , • ,T1 L___._ _.1 n 1 *1 1 1 •a __I __ , 7 ( / 1:I3 I,. 11E111 111111 1. III EIETIE r::: ' 1 , I I �; '� f, I . b�111/1 ; Drawing References ___ _ L 1 l► 1 �. _ j ______--__-_- - t Drawings 17--B, 111:1114C . Q < 1G > CLD ® f.3___) 6 filli. < 8 `' 19 !! TERIOR FRONT WALL OFFICE OFFICE 7 A ELEVATION EVIOEWPOOM MENT RALES E ELEVATION VIEW FROM SALES D ELEVATION VIE�'ll FROM SALES C ELEVATION VIEW FROM SALES 8 ELEVATION VIEW FROM SALES ROOM 1111 15 SCALE: 1/4" = 1"-0" MI 15 SCALE: 1/4" = 1'-0" 11 15 • SCALE: 1/4" = l'-0" INV SCALE: 1/4" = I'-0" 11 15 SCALE: 1/4" = 1'-0" ■ _ ■ Q Q (7,----/) cEi A, 15 13 1f A ■ I � � I I.I 1 I ----- I � � ■III 1111 .■ ■ III ,■ . III I • ' . ' I .. 1` BID DATE: CADD NAME: 636A15 PROJECT NO.: 898636 7 LAPP — 6 HAND DRAWN BY: JDF CHECKED BY: 7 t5r13 . PROTOTYPE DESIGNATION: 1999BRD 37K REV. 0.99 _LL.. 15 13 13 -- -- _____ .i 1II • 2 `-- I I �� r� y 1 15 18 rIC] I I igf, a(gV T 10877 WATSO�! ROAD ---_- c�-}.,, 1��1 ( `_':OPEN, 1 1 If �-- S1'. LOUIS, MO 63127 • a, I I _� a, 21 , Q °° i ® PROJECT MANAGERS OPEN i --� -.�� • / t 1� -! `� < 3 > _ f 1 I . • /C---)7,, _. � S • / • � (GRAVITY FEED DIAPER RACK) _ ' PR p ress I • } S� C'►NEr 'c(j -----44-1....—......1.... r H r Ul �' 1 - _ _-. • 1 11 !UN 3 f? 1999 1 �1 /ir l (TYR) AIN BUILDING MATERIAL CODE aw PROFESSIONAL r j',4 / 10, MI QLEGEN D col oR coDE OF RECORD: r.,_ kit 27, \- 9,5 ' /ft FUR INTERIOR FINISH MATERIAL LIST, SEE SHT ,>I7.r DAMES C. ALBERT C. Pk-R;` ELE VON REAR WALL OF SALES314-821-1100 CODE BUILDIN" MATERIAL _ I Mr SCALE: 1 /4" = 1'-0" �IONOMMINION. 1 H.M. DOOR & FRAME, PAINILD, ---' - '.4 Sr . VS 41.111111 11, 2 H.M. DOOR & PARTIAL SIDELITE w/ 1/4" TEMP. MIRROR GLASS ;, 3 STORE FIXTURE. '• I/A 4.1 .. 4 COLUMN COVER (CCI) & CORNER GUARDS (CG3). ational Office 5 TIME CLOCK 61 From Road 6 WAINSCOT PANELS (WP1) Paramus, NJ 07652 (201) 599-7800 7 CORNER GUARDS (CG1) 8 4" VINYL COVE ':!ASE ('A11) 9 STL. COLUMN, FAINTED. This drawing is the Exclusive Property of 10 `ATL. GONDOLA CHANNEL 0 7'-'8" A.F.F. TOYS "Sl" US. The information shown may 11 Sit. GONDOLA PLATE 0 7'-8" A.F.F. not be used nor the Drawings Reproduced without permission of TOYS 'W US. 12 IMPACT DOORS IN H.M. FRAME. PAINT FRAME. 13 TRANSFER GRILLES (REFER TO MECH. DWGS.) Location 14 ELECTRIC WATER COOLERS. (REFER TO ELEC. & PLUMB. DRAWINGS) TIGARD , 0^K� 15 PUBLIC TELEPHONE. 16 GYP. BOARD PARTITION, PAINTED. . 17 CONCRETE BLCCK WALL, PAINTED. Drawing Title 18 GYP. BOARD PARTITION (BEYOND) I N TER I OR I 19 SURFACE-MOUNTED WAINSCOT PANEL (WP2) & LADDER STORAGE ELE\ A TI O N S 14 > C6—> -......-1.---.......-....-- -- CODE MUNIR .— Scale Date I`,199-1102,I4 (�g "--' AS NOTED i MI ( �� A {'N T1 SW #1004 "WHITE- 1 ' e I�a.(_' 1999-00551 Rl.1P 1999-00223 B PNT7 - SW ►1482 "TAGS Tl1R0001SE" Sheet No. 1'IiIC M"Pyy�1=11b7).1 �,, ELEVATION A 1 5 0 7805 DARTMOUTH VIEW OF WATER COOLERS C PNT5 - P&L ,tEE341UU "WHITE" I'O 44 of I':I SCALEVP 1/4" = 1'-O" I? PNT6 — SW #1004 "WHITE" (EPDXY BASE) "P. .. :. .. ..., ....... ..... „ ,. .... n - ^ ,fir If this nnt;r a .II)Pettrs clearer th;ln the JUN 200 document, the document is of marginal wait). 11110011illlt. (l i III�IIIIIII 'IIIIIII�IIIII i IIIIIII�II I..i...IMIIIIIIIIIII IIIIIII�IIIII IIillifili :lllLI IIII 1IIIliI; ►1IlIl.Illilillliiilljili11hi I IIIIIIIIIIIIIII101IIIIIIIIII � l' !'IIlillll' 9 , . . _ r INC.. MADE IN CHINA ��i I I r 14 1 I -fi—I It iill l I Lie I r 15 ,..trf �!!�„ ��,II �„i1,11 �I„I I;�f f„,-Iii---,- ;fll �If I; i,�l ! l� 0 li I III III I Ilii) Iii I ii I ! iliil I III II I Ili l llll,il,,, • �,Ilil•IIIIILIIIIII,,,lllllll l,Ill,l 1 IIIIIiIIIalltlill ILI! II111III_i{!llitfl1111,_LL(LH11�11)i_IIli�lil _- fllil.l;il! il11 liitlil,l,,,,III•,•1,�Iti,t,.,,ll.i..llllliiiur,lilt ,IJti,,.,,,III�II,,,.•,II� i,,,, JII,. .,,If ,� t I , , 11.11111.111117111111111111.111111.11111111., allItillr 111111111111•1111.1111111111MIUM11111111111111111111111111111111111WITIMMINIMMISIIM/111111.11.11111.111MINNIMMIIMMIMiligilliMMIMINIMMINIMINIIIIIIIIIIMNIIIMIMINIMUINIMIIIMIIIIMININICIIIMIIIIIMMIIIIIIIIIMMIIIIIMMISM111111111111111117 . • • • . . Revisions - No Dote Description 411) <• i > �* ® 2-16-99 PERMIT APPLICATION 11E11 ( ( 2 3 TYPICAL 2 1� ` 1� `--•) 18312 TILE ACCENT BAND PATTERN • IC II ri""n'".e.— -..... . r_.=._______=_,T_____ 2 I C - El Pie- r — -14pmr----. ......-----;:.±-7 -- • �.l 168 �„ 3, o_ 16813 Ft__ fl:: • 4' o' 1 , 1. IP I Ell El 1 ll=7.7-1. -JO/ LOOM ift/ 8 1.‘ -I PIP( 1E1 ' 1 I l'a 4 g IF Ei. -‘t'l la _. . i 1:- I It ,A- - 1 - 7 ''. __ pl . _ _ ___ i [ .� ...J Q © 0 y 01 o' < 3 > © ( 3 � j TYPICAL HANDICAP TYPICAL HANDICAP )WOMEN'S RESTROOM WOMEN'S RESTROOM WOMEN'S__RESTR_OOM _ @TYPICAL STALL - WOMEN'S STALL — WOMEN'S STALL — WOMEN'S `'J �� ) -/MEN'S (OPP. HAND •- DELETED) MEN'S (OPP. HAND) O MEN'S (OPP. HAND - DELETE 4D) RESTROOMS — WOMEN 'S : _ w . ____, . . SCALE: 1/4" = 1'-0" (REFER TO SHEET Al2) I 4 23 182 ,s-_,,->23- 4 � r 1� r,3 EEO - I CD e.--7)(---T) (-7> CD (24-Li> o 2 CI-) (2.___) Drawing References -- - • .-- • • I _ No Drawings I / -I I �^ 11 io + 1 'ol 16 18 �1 .o 1 iii-\44 i)i i h + ` II Il - © T I 1 m cp I :11 .yil `- 1,� SALFS 0 .. it _ ._, si --..i. I El , . _ .. a ' 1 kd `4 01 V i_.__ • . I I i� rc,7 6 '1 io +-7-, �..�. �.on ,..1 N w 1., ----)j , . q If f f — * • L ,.... T ______ , .[ . ____, Lra' _. _ _ 9 I_ . . 26 0 1`►7 CI.) < 31.)< 7 > `..--__> < 6 >< .i 1 > ® 25 < S > 16813 � > _ ®HALL -- EA)IANII OR'S CLOSET 0 JANITOR'S CLOSET ®MOTHER'S _ROOM RESTROOM RESTROOM 41,MEN'S RESTROOM_ (SIMILAR ALL. 4 WALL`.) OMEN'S © MEN'S I • • HALL JANITOR 'S CLOSET MOTHER ' S ROOM RESTROOMS _. MEN ' S ---� •, . SCALE: 1/4" = 1'—O" (REFER TO SHEET Al2) SCALE: 1/4" = 1'—0" (REFER TO SHEET Al2) SCALE: 1/4" = 1'-0" (REFER TO SHEET Al2) SCALE: 1/4" = 1'-0" (REFER TO SHEET Al2) - LEGEND 0 TOILET ROOM ACCESSORIES BUILDING MATERIAL CODE .yawl • tin COLOR CODE BID DATEJ� �99 • / � ` _-� FOR TOILET ROOM ACCESSORIES LIST, SEE SHEET Al2.0 LAUD NAME: 636A16 PROJECT NO.: _898636 • 8 v A ` 34 IrJ 28 A 23 A> �) (�_) "/ 13 �. _A� < 9 ) <i9--A> t� DRAWN BY: JDF CHECKED BY: ___�_ I , FOR IiJTFRIOR FINISH MATERIAL LIST, SEE SHEET A17.0 ' PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.99 MODE BUILDING MATERIAL I CERAMIC 11LE 6' t3" • �� • .'s_.•-_'- \ �v' 2 CERAMIC 11LE ACCENT BAND (CT.). 9 I — 16 1 r--- i 16 1, f I Ir-II- �I- _ �'-Ti --�'__1 �/ �n 3 6" CERAMIC TILE COVE BASE (CT7). A ��Op 6 I • _- ._. I �- I-- 1 --1 I 1 1 N • 10877 WATSON ROAD ''�''�' �j I , , T r--1--T--r- 4 WATER HEATER & SHELF. (REFER TO PLUMBING DRAWINGS) r I • i 1 i 1I__J___L__IL_JI-_1__IL__I '° • ST. LOUIS, MO 63127 • 1i.-1 I -� I - 1 1 1 t I I I I ( _ \wl '= le 5 FRP PANELS ON (2) SIDES OF MOP SINK. SEE DETAIL 10 FROJECT MANAGERS _ : _ II- • 13 ' 11 11 11 11 • 11 11 11 1 I 1 I -_-. r--4--+--1----4--+--►-- 18 t 1 I 1 1 1 :i 'D 6 MOP SINK. (REFER TO PLUMBING DRAWINGS) p 1 I I i _J — I IL- :-_ II 11 II 11 II 1 . 11 I'.: ,1i _,__ I I 1 -1 T__r_,_-T__r_� o+ 7 4" VINYL BASE (V81). 7,11 1 I 1 I II U U h II U II I 1h I i ii II II II II II II II I 8 REFRIGERATOR. (N.I.C.) �� PR :r -�--1- - --1- \ \ i 9 LOCKERS. (N.I.C.) JUN 3 Q 1999 �-�� taG►N ,''�I 10 VENDING MACHINES. (N.I.C.) w _ - QI , I` Cr------1-------"-- ( i > �) 7 11 PLYWOOD LIGHT SHIELD, PAINTED. PROFESSIONAL i7/4)1 r 12 VINYL WALL COVERING (VWC1). OF RECORD: ' REGON 0 81: 4K ROOM • _ ©BREAK ROOM Q BREAK ROOM0 ..LAMES C. ALBERT •©REAK ROOM 13 COUNTER. w/ (2) DRAWERS. 314-621-1100 IIIC Ri/ 27, .) 14 48" LIGHT FIXTURE WITH DIFFUSER. BREAK R 0 O M 15 SHELF w/ "STANLEY" #797 (PRE-FIN. WHITE) SHELF BRACKETS. It �a.�w....�. " = ��...�.�..... 16 PLUG MOLD. (REFER TO ELECTRICAL DRAWINGS) AI, —L, 1/J_ :.,, SCALE: 1/4" 1.-0" (REFER TO SHEET Al2) '�-,� I --- s�� .... _1 17 COAT RACK. 18 H.M. DOC R w/ PARTIAL SIDELITE w/ 1/4" TEMP. MIRROR GLASS. Natlr,o0 Office LINE OF CLG. C2771-> (BEYOND) - 19 BUMPER GUARD (BG3). 461 Froin Road TOP OF STUD [ —I �� 11--B 20 TRANSFORMER. (REFER TO ELECTRICAL DRAWINGS) Paramus, NJ 07652 PARTITION ,s,..\(23 A> i ! _ _ 21 POWER FILTER. (REFER TO ELECTRICAL DRAWINGS) (201) 599-7800 • (BEYOND) I �( <-1-1 _ r c 12-> (15 > (-7--A. C 11 > ® Cl,i 11 8 1,, 14 < 12 > l 22 SAFE. � _ _ .._ — - / 23 GYP. BOARD PARTITION,TION, PAINTED. This drawing is t e'Exclusive Property of • I • - • 24 H.M. DOOR & FRAME, PAINTED. TOYS 'Si" US. The information shown may • __ r,' •Iia„ 5 ' 6 '/1'' 4-0" 11 3/4" 11 - c - = - not be used nor the Drawings Reproduced-� _ T8 5/8 6". ,F4-,4>3� n --ir n n n 25 1x5 WOOD CHAIR RAIL (OAK). g,` „ p �, i— tt"' i I II !l ,--II__ .-_ _ Il- -- -_II___•J Il without permission of TOYS A US. - w.�.p I —.. _ 26 WAINSCOT PANEL (WP1) 0M I I - II II II II I, II I I - �---' r — -:.-e .__ J I I -��•.*,,, 41 -- ' II_. . __I< - 11., =11__-• 11 °„ 27 HOLLOW CORE WOOD SLIDING DOORS, PAINTED. ' Location z'-�° ' " ILII STI. _ __ _____ jr; :�� ._ _ ___ �_ _ it 28COLUMN, PAINTED. TI GAR OR' -IN ,0R \- . _ - II 29 CONC. BLOCK WALL, PAINTED >f ' I .,..... ::: I_— , 1 L _ i _ Ft —,- - ---- - I L__�_.L.�� •g" ! II it" ."-h Il`�' 1.,...!......44 I ewr+:.. .� N N II d. I .I N N 'v`I .1 N N • TY 1 ! MSS -II - --11 J1 -J • L __•_11_, it 30 GLASS BLOCK WINDOW, SEE EXTERIOR ELEVATIONS FOR TYPE N `- II II U U U II N -� 1 N 1v I �_ J 31 12" WIDE ADJUSTABLE SHELVES. Drawing Title \- \---- \ \ 4 � _ ^--- 32 TOILET COMPARTMENT PARTITION (TP1N1). , INTERIOR 7 <!4-_� 1j � `18 1'/ - 7 � 13 > � t6 > ® 7-> 13� ' rJ � � ? > ` 16 � 13 > ;, < 7 > <27-R> <27 •B> 33 WALL MOUNTED TV BRACKET 0 C-0" A.F.F.. ELEVATIONS 3+ DUPLEX OUTLET 0 5'-0" A•F.F.. REFER TO ELECiRICAL DRAWINGS. ' Scale [?<Tte ��TELCO ROOM _ ,r OFFICE OFFICE Ewpc.WNT ROOM_ OcoyNT ROOM /A TRAINING ROOM ___ ;5 NOTCH COUNTER APRON (4"x18") TO ACCOMMODATE FILE CABINET. AS NOTED `;``J �J �y cODE COLOR ......4.........% ISheet No. FRONT OFFICES TRAINING R 0 O M A i 1.111 - SW #1004 WHITE y I'N T2 - SW X11482 "TAOS TURQUOISE" 1SCALE: 1 /4" 1'—0" (REFER TO .SHEET A11) 1/4" PNT5 - P&L #E34100 "WHITE" Al 6 A . .• SCALE: = 1 --0 (REFER TO SHEET Al?)Al2) I r't1,1, SW MH ' 1999-0021 1mminmemmimmilmmillNOININI�, #1004 "WHITE" (EPDXY BASE) d I:I C I QI'►O_0055 I . . Pri 119{19-00173 7805 DARTMOUTH • PG 45 of I01 If IMLs notice appears clearer than the JUN 0 1 2000 dOcu"lenl, the document is of marginal quality. microfilmed ,_ • i I I II II II � �„ iiillllill ;ifllllilll I 11.11M111111 ,.;1 jl1lll ;lll ' IIIIIIIIIIIII i 1111111� i1I�l .L...(,� iilllll!ll II!lli . 11111illil l•!l1 .t1 11 Alf11 : ,111141111111lilill I I .i I 'i i 111 I 111 ILII • INCN 'l MANE IN CHINA - .; villi ; j e.t �- $ i i i6 11 Ti-TIT-, I f fi °IF"; -If" • ..` , • f+ H I I I HI Ilt 1 1 t I liii Ilii) i i iii;ii1111iiiiiim11at11il!11IItl!1111ililiiNi li.;;!ili;!'•IIIIilIll;!;i1'II111"i!I'ill',1jil;lilil„1{1111"Itlliiiliilililll mill, a� IIIIIIIIillll IIiII.I.lIiI11�1,I,,,iIII�IIIIiIlillil. .lIl1141II�IfIi��lllllll :Il. i!•1l�il�l�Il�liliililltl�Il�-1:l�itll.ilti ,i►i, • I�illl Liu i I I F . i rllnilleMIMIMMMIIMIOIMMIIIMIIIMMMIMMIMIMMIOMMOill.=IIIII.MIMMIMIMWMIMMMIMIIIMIMIONIMMIIII.k . r....-•• MEINOM1Ell .., ...�.�. . - • Revisions �r___�..___�._ ROOM_ FSCHEDULE FLOOR BASE WAIL No Date Description ROOM CEILING REMARKS WG. ROOM NAME h �� - .. �....a..�.�. KNISH •COLOR FlNISH COLOR FINISH COLOR WAINSCOT FlNISH COLORIHEIGHT 2-16-99 PERMIT APPLICATION (13 t; C) .1>3 t3 1771M7MMMIMWMWIMMIMMOWVIMIO.%_ i 1 1111111 h 6 Jti) 0 J F U _.1 J F J . P g Q UE , Q In ! QU 4 r.�o tji aI P Ivy NI P Z it •{ a O1 ci w h7 111V 0 ; 01 aa� i � p p s 2 F-- z 1 . , , „z(-7 MIN ......---- Z W ( Z W r X J Z d 11 U I X W W 5 0l0 �i s 5 ! S § ! S Li c.) , w < § 5 3 ti a t� w cr c� 101 SALES AREA 0 r o * �Jr`T. 0 ' o VIIIyii o 0 o PNT1 0 WP1 0 PNT5 VARIES SEE NOTE #1, 4, 5, 6, 7, 9, 10, & 12 IIIIIMONIIMIk 102 VESTIBULE o VCT1 o ' VB1 o I o o� PNT1 o WPI —0 ACT1 14'-6” SEE NOTE #1, 2, 5, 10, & 12 III II 103 OFFICE o VCT1 . 0 , VB1 0 ' ■ 0 VWC1 0 • •� ACEI 8'-6'" SEE NOTE #1 & 12 _ MEM 104 COUNT ROOM o • � VC T1 0 ' VB1 o I 0 VWC1 �-- o PNT5 8'-�6" SEE NOTE #1 & 12 . 4 VARIES SEE NOTE �l & 12 Y I Mill �r 105 TELCO ROOM —y o VCT1 0 t VB1 0 o PN T1 0 -- 106 EQUIPMENT ROOM o VCT1 (7-h. """.----. V61 o PNT1 0 ACT1 8'-6" SEE NOTE #1 & 12 107 MEN'S ROOM o CT6 I o ! CT7 o CT. o PNT5 8'-6" SEE NOTE #1, 2, 3, & 12 108 `JANITOR'S CLOSET o 0 PNT6 0 AC T1 10'-0" SEE NOTE #I, 2, & i2 1 1 NM ill • ill 01111111 109 WOMEN'S ROOM , o CT6 1 o ('T7 0 '-T. 0 PNT5 8'-6" SEE NOTE #1, 2, 3, & 12 110 MOTHER'S ROOM 0 CPT2 1 0 VB1 0 1 PNT1 o , WP1 o , #1 • �'.C71 8'-6" SEE NOTE & 12 N �j11 TRAINING ROOM o VCTI 0 i V81 0 PNT1 !, 0 ACT1 8'-6" SES NOTE #1 & 12 • 112 BREAK ROOM o VCT1 0 , VBI o I 0 `r PNT1 0 ACTT 8'-o" SEE NOTE #1, 2, & 12 • 113 PRC-SALES o __._. 0 1 0 - o PNT5 VARIES SEE NOTE #4, 6, 7, & 8 III 111 I _— �� 114 RECEIVING ��0 0 0 o PNT5 VARIES SEE NOTE #4, 6, 7, & 8 IIIIIIIII • 115 POWER ROOM o uTo - o PNT5 VARIES SEE NOTE #4 & 8 , '—"^ Drawing References 116 HAIL o VCT1 o �� VB1 o PNT1 o WP1 o AC T1 8'-6" SEE NOTE #1 & 12 _...._._� - — — Drawings 117 CLOSET o VCT1 o VB1 0 0 PNT1 o - VARIES SEE NOTE #1 & 12 •ED ",.....� NOTES: — 1 REFER TO SHEET A18.0 FOR INTERIOR FINISH DETAILS. 5 PAINT COLUMNS -- PNT5 (WHITE) FROM 5'-0" A.F.F. TO ROOF DECK 9. DO NOT PAINT POWER POLES OR WIREWAYS O CHECK-OUT ■ �. ABOVE IN SALES AREA & VESTIBULE ONLY. REGISTERS. 2. THE CONTRACTOR SHALL PROVIDE WATER-RESISTANT GYP. BOARD i • IN BREAKROOM, VESTIBULE, JANITOR'S CLOSET, & RESTROOMS. 6 PAINT MAIN SPRINKLER RISER -- PNT4 (RED). PAINT ALL OTHER 10. THE CONTRACTOR IS RESPONSIBLE FOR ALL VINYL REDUCING 1 I SPRINKLER LINES -- PNT1 (WI TE). STRIPS, WHEREVER VCT MEETS EXPOSED CONCRETE SLAB 0 ALL il PRE--SALES ENTRANCES, AND VINYL EDGE TRIM, WHEREVER 7 3. REFER TO DETAIL #3 ON SHEET Al2.0 FOR "CERAMIC WALL TILE 7 PAINT ALL GAS LINES -- PNT5 (WHITE) AT INIERIOR. CARPET MEETS VCT. • ' GRAPHICS BAND" 0 MENS & WOMENS RESTROOMS. 8 DO NOT PAINT EXPOSED WALLS IN PRE-SALES, POWER ROOM, 11. ALL PAINT FINISH TO BE SEMI GLOSS. (U.O.N.) 4. PAINT ENTIRE CEILING OF STRUCTURE - PNT5 (WHITE), INCLUDING, AND RECEIVING. . BUT NOT LIMITED TO UNDERSIDE OF ROOF DECK, JOISTS, ETC. 12. SEE ENLARGED PLANS & INTERIOR ELEVATIONS FOR LOCATIONS OF WAINSCOT PANELS. • INTERIOR FINISH MATERIALS LIST : in LAME SMOKE 41•11/1/106., • CODE MATERIAL MANUFACTURER MANUFACTURER NUMBER/COLOR LOCATION SPREAD DEVELOPMENT V..__._.. RATING RATING " BG1 BUMPER GUARD KOROSEAL. WAI I KOROGARD, 2" WALL GUARD, K-35 EVE BLUE WAINSCOT - `.a PROTECTION SYSTEM`, BG2 BUMPER GUARD KOROSEAL WALL KOROGARD, 2" WALL GUARD, K-35 EVE BLUE CASEWORK, LADDER STORAGE AREAS - �— PROTECTION SYSTEMS • 8G3 BUMPER GUARD KOROSEAL WALL KOROGARD, 1" WALL GUARD, K-35 EVE BLUE VESTIBULE MULLION PROTECTIONIII • PROTECTION SYSTEMS i 1 I • • • • CG1 CORNER GUARD KOROSEAL WALL KOROGARD, THERMOFORMED CORNERGUARD, K-35 EVE BLUE. PAR11TION CORNERS 20 14� 1 PROTECTION SYSTEMS .028" GAUGE P1 HAIRCELL TEXTURE, 2"x 2"x 3'-7" HIGH CADDPROJECT JDF CHECKED BY: CC3 CORNER GUARD KOROSEAL WALL K.OROGARD, THERMOFORMED CORNERGUARD, K-35 EVE BLUE, COLUMN CORNERS-SALES AREA & VESTIBULE 20 14u I PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.99 PROTECTION SYSTEMS .028" GAUGE PI HAIRCELL TEXTURE, 2"x 2"x 6'-0" HIGH CC1 COLUMN COVER KOROSEAL WALL KOROGARD, PROTECTIVE WALL COVERING, K-1 SNOW, COLUMNS -';'.LES AREA & VESTIBULE 20 I-'1, PROTECTION SYSTEMS SHEET .040" THICK, P1 HAIRCELL TEXTURE, 6'-0" HIGH . 111C'7ti1 VINYL BASE ALLSTATE #20 TEAL, 4" H., COVED FOR TILE FLOOR, GYP. BOARD PARTITIONS 130 STRAIGHT FOR CARPET ' SCO CONTRACTOR TO PURCr!ASE. CALL ALLSTATE FOR NEAREST 10877 WATSON ROAD .. DISTRIBUTOR (ALLSTATE. PHONE NO. (718) 526-•7890). VT1 VINYL TRANSITION JOHNSONITE • EG-XX--H NAVY BLUE TRANSITIONS :''1 130 PROJECT MANAGERS ' . • PNT1 PAIN F SHERWIN WILI.IAMS SW #1004 WHITE WALLS 11 PNT2 PAINT SHERWIN WILLIAMS SW #1482 TAOS TURQUOISE INTERIOR DOORS & FRAMES, 0 INTERIOR FACE OF SALES AREA EXTERIOF' 1 • • • DOOR & FRAME cp .,,c4,co Nk•-; 4 6. ,; PNT3 PAINT PRATT & LAMBERT• ' P&L #1006 SILHOUETTE COMPACTOR DOOR & FRAME 0 PNT4 PAINT PRATT & LAMBERT PM_ #R131R RED POWER ROOM DOOR & FRAME, AND NTERIUI 50iz ' } FACE OF RECEIVING DOOR & FRAME PNT5 PAINT PRATT & LAMBERT PM #E34100 WHITE COLUMNS & ENTIRE ROOF STRUCTURE `-, 0 PROFESSIONAL -.111 • 1 � ► • PNT6 PAINT SHERWIN WILLIAMS SW #1004 WHITE (EPDXY BASE) JANITOR'S CLOSET WALLS 5 0 JAMES C. ALB , PNT7 PAINT SHERWIN WILI.IAMS SW OSHA YELLOW BOLLARDS, CA.ED LADDER, ETC. 5 0I. 1• VWC1 VINYL WALL COVER GUARD "STIPPLE" 0510 GARDENIA TYPE II OFFICE & COUNT ROOM 5 7 24 OZ. OSNABURG, 53" W. PLAM2�PLASTIC LAMINATE NEVAMAR (I'MS #652C) 3-3-361 IMPRESSIONIST Bl.UE -- TESTURED FINISH, CASEWORK REGISTERS - HORIZONTAL 20 4`. - • H-5 GRADE * ::%,„:1111rt PLAM3 PLASTIC LAMINATE NEVAMAR (PMS #5483U) S-3-43T MALLARD TEAL -- TEXTURED FINISH, CASEWORK REGISTERS -- VERTICAL, 20 4'., - • H-5 GRADE CHANGING TABLE LOWER CASEWORK— ,_ ' — WP1 WAINSCOT PANEL C.S.I. PLASTIC LAMINATE MATERIAL (PLAM3) ON 5/8" HIGH VESTIBULE, HALL, MOTHERS ROOM, & SALES 20 4' DENSITY PARTICLE BOARD AREA PARTITIONS AS SHOWN ON ELEVATIONS • • • • (PANEL HEIGHT VARIES - SEE ELEVATIONS) WP2 WAINSCOT PANEL C.S.I. PLASTIC LAMINATE MATERIAL (PLAM3) ON 3/4" HIGH LADDER STORAGE AREA 0 SALES 20 4`-) DENSITY PARTICLE BOARD 8'-0" HIGH PANELS) 41 99-7800 - --- TP1N1 SOLID PLASTIC SANTANA 690 TEAL STANDARD POLY-MAR HD SERIES TOILET PARTITIONS - • CPT1 ROLL CARPET J & J CARPET — STARS & FLECK, 12' WIDE ROLLS CENTER or RACEWAY (SALES) COLOR: MULTI-CHROMATECH COLOR BABY REGISTER AREA drawing • • • CPT2 CARPET TILE MIILIKIN TEXTURED VISION II, 18"x18" MODULAR PATTERN #8503 MOTHER'S ROOM .. TOYS "9" US. The information shown may • COLOR: #4 TURKISH TREASURE • not be used nor the Drawings Re• •• CP T3 CARPET TILE HECKMONDWIKE 19 1/2" x 19 1/2" TILES VESTIBULE without pnrmission of TOYS "519 US. ' • COLOR: DREADNOUGHT ANTHRACITE • CT1 CERAMIC TILE DAL TILE D--799 PEARL WHITE (MATTE) 4 1/4" X 4 1/4" RESTROOM WALL TILE FIELD N/A N, n • • • CT6 CERAMIC TILE DAL TILE (PMS COOL GRAY 1C) 1921 GRAY GRANITE VITRESTONE 8" X 8" X 5/16" RESTROOM FLOOR TILE FIELD N/A Ii/A Cu• 7 CERAMIC TILE DAL TILE (PMS COOL GRAY 7C) #P3689 COVED BASE, COLOR 1921 GRAY GRANITE, RESTROOM WALL BASE N/A -i/A TIGARD , OR . . 6" H. X 8" W., WI RI MATCHING INSIDE/OUTSIDE CORNERS CT8 CERAMIC TILE DAL 1lI.E (PMS #555C) D-192 AGEAN (GLOSS) 4 1/4" x 4 1/4" RESTROOM WALL TILE ACCENT N/A N/A • Drawing Title CT9 CERAMIC TILE DAL TILE (PMS #647C) 0-69 DENIM (GLOSS) 4 1/4" X 4 1/4" RESTROOM WALL TILE ACCENT N/A N/A B VCTVINYL COMP. TILE DOMCO 1-2000 WHITE 12" X 12" X 1/8" FLOOR FIELD & RACETRACK FIELD I LESS THAN 75 LESS THAN 450 FINISH SCHEDULES .. VC12 VINYL COMP. TILE DOMCO T-2066 BLUE 12" X 12" X 1/8" RACETRACK BORDER & RANDOM PATTERN ACCENT LESS THAN 75 LESS THAN 450 VCT1 VINYL COMP. TILE DOMCO 1-2070 TEAL 12" X 12" X 1/8" RANDOM PATTERN ACCENT LESS THAN 75 LESS THAN 450 iiiim. Date NOTED TUN 0 7 199 • GR T1 GROUT HYDROMENT SSM, SOLID SURF. MAY. NEVAMAR FOUNTAINHEAD FM 7-4 WCLASSIC BONE 96114 DESIGNERFT11T MATRIX VANITY COUNTER 10 175 [RESTROOM R TR N/A SERIES RESTROOM OM WALT. GROUT N/A GR T2 GROUT HYDROMENT DELOREAN GRAY 96635 DESIGNER SERIES RESTROOM FLOOR GROUT N/A N/A ACTT ,ACOUSTICAL ARMSTRONG MINABOA lD "FISSURED" #7678 OFFICE, BREAKROOM, TRAINING ROOM, 25 CEILING TILE PLASTIC FACE' - WHITE JANITOR CLOSET, & VES IBULE ' '! , 1999-002-1,1 ' (' 1999-00551 , ,. . . HA i -01)113 7805 DARTMOUTH P(146 of 101 I - ,t, If illi' notice appears clearer than the JUN 0 2 2000 ° V document, the document is of marginal quality. microfilmed 11111111ijl 'll H111lj111 i Iliililli;lli I illillili;dill`lillIliillijl illif l, "awl ill1 . ;! 1i1;1; 1; :l!,iiii! iiiitilill,: ii 1j!ill• !1Iji!111 I 11iiIlIIj !ii' ! i1l( 1Illif II . ,, INCH II MADE IN CHINA �� _. _ _ ... _ '�; cr,t 3 i 114 1;I u I _ #i #f` t# i 1!ii- • 3i I lI I 1 Ii ill i 1i;,! ( I;,I,, „ 1 !,I ' t 1 ';11,11 „I, ,! ,i„„ ul„ , I .. ,In��l1 'Il"„11{1'II;nll,lll;, ilu l;ll,,,l;,�,l„11!,,,,1;1, I,,III„Ill'' IIiII I II 1 , Il. 1 1 Itil.ii �,.. s , I , ,..-. !I I II,! II : ! III, �I! III i ��I 1 1 I IIlII I 1 li illitl ( IIh1lI1 Iii it l 11 1 R. ;1111 ifi,..i11i.:hiilh I III 11, ,1.1 iliiiilif,i„�,1 I I1 „�� I, , ,,, . a • II1No Dote Description +^ a 2-16-99APPLICATION FA. ADDED DOOR #25 4 6 O 8 0 0 CM 0 0 . 1111 • I III JANITOR'S CLOSETCLOSET• � 1111==111111111111111111111111. . 1---17771 +�} _—I-108 ._I 108 , iii gROM ROOMING ROOMER'S I . i r15Q. Imo . • [ til I 110 ' _ , r • Orr. 0 •-•-............--_ BREAK ,22 ® ® 1 I • ROOM A • WOMEN � ; ,, 112 O LI - • r -� III cp ..r-----iv 'El Co C PRE—SALES Q• �, iiiiim �,.. v ' 67-77- MEN , o �]: �._,_ • 107 I 113 • HALL , e j �� to • [ i it]4" , �--� l 0 r •II - / ' `? O , O I F I I — ® Drawings • - $ , ICO _ ALIGN RACETRAC�N, � ' ' • 1 CI NI 1 AU PARTITION T i_ — - _ _ " .'i _ _ — - — - - _____I__ _ ___11_ _ ._—._ . :, 1 I 0 F� 5. O fl I I O I I RECEIVING 1� ---"------ _-_ — ------ ,____ H S/N" aI 39' t FR id EDGL of GONDOLA • 30'-5" FROM EDGE OF CON 01A I 110'-0 OVERn 3I RACE'RACK -.1' 1..,—,—Ji __..._ a o CHANNEL 10 RACETRACK ... CfUNNE'• (H jETRAC f i �J (HOLD) © j (;3) . Ill �� I III: 15 H' 0" 44 -6" 44' 6"i --, i- 41, O . . ® 1' 07- 6' 0" 1'-0" • O O a40 /IL' li- 1, ' INis _..... . q • 0 Ok7- I 0 �--- ■ 12' 0" 140'4" ,_ . n" I 40'-6" 12'-0" I • 1' 0" 10' 0" ,r1' 0" -. 1'-') _10-0" 1'-0" .■ . _ ^ 95'-1 3/8" FROM INTERIOR FACT 01. 1 RIOR" WAIL t CFNTFR POINT OF(RACETRACK ARC 1 O —'I SALES AREA I. 1 I F-1- 1 _ O — millAA, 1 ' � ® !Ill • DRAWN BY: JDF CHECKED BY: 17-1: C O . PROTOTYPE DESIGNATION: 1999 BRU _37K REY. 0,99 / at i � 0. i I a 0 • I • 10877 Q�@o ROAD O \, n a ' ST. LOUIS, MO 63127 0I, :0 I / Z ' ' PROJECT MANAGERS I, i d g ark TYF'. 0 ALL , ��' 0 , [TSALES AREA , •" �__ »� tea, �0' i r 4I COLUMNS 4° A 15.0 \\ © — _ / `o. _ _ — - `il� PROF - 0... ,Ss (8� 2,•.a �/a --oil-- \ t � �1U ' ` �, c�"�; 1,•,i, / N .3 01999 (c, _ ., LADDER STORAG21 1 fi 4, LGCATION \~. . c� 1 1, / r • I " ( 'I �� 4H' o" 14'-0" 48-0 , PROFESSIONAL � • GON ECOUIPMENI �,, OF RECORD: , ROOM " 12'-o" 9' 4"r 1e-s a 08 WORK POINT FOR VC 15 _ 1 eri 1Qr, -i--- � 0 (START FULL TILE 4►,� `i'-0" 1 _o_' 3..10"-' / '� 1 - r ,JAMES C ALBERTS r •f' � 0 't 314-821-1100 i�EA�L,2T, ``y • EACH DIRECT( ) 14 G z O • TELCO . €0 ..• .. SEE DETAII.� -- 1 / S �. P • L—_ROOM 0 1 r/ c �I Zig* LADDER STORAGE 111141/1011111141 .. ,w • I '� ,J.Q ,J.0 m ", I LOCATION • --; Mi WU. . ERIE-810UomPIT •Q VEST(©ULE . 4 61/2"--, ,�`� 1T--, 0 FØQ44io ) rø� . 14.ED 14.0 .� 1 1,-_ 'a • , y tional Office '_' �,..e-�+�. _ ,.■,. .__ -•+r.� .� 1 Fro Road OFFICE ___ I 01 1 P ramu , NJ 07652 10' ; I. 1 I (2 1) 5 9-7800 • ! , II This drawing Is the Exclusive Property of , . TOYS "A" US. The information shown may 1 riot be used nor t!le Drawings Reproduced , I without permission of TOYS "A" US. 1 . e . I 1 TIGARD , OR. (1) z 412 61) 3.5FLOOR FINISH LEGEND .. OFINISH MATERIAL . FOR INTERIOR FINISH MATERIAL LIST, SEE SHEET A17 f F I N I S H P L/ h O RANDOM TILE PATTERN (VCT*) DG CARPET (CPT1) .• PLAN , "_" PL_�N � ` NC7RTH wing Tiitil,le isH #111111111=11•11111111•11111 Amommin. r n A SC<AL.E 1/16 = 1 —0 �� O • - Date 4 FIELD TILE (VCTt) C CARPET TILE (CPT2) . r AS • � 6-7-99 MEC 1999-00'244 ELC 1999-0055ISheet IpUP 19199`00223 • llll(1�t 1_S U8 ACCENT TILE (VCT2) 0 EXPOSED CONCRE1E �I.�1 w/ SEALER 7805 DAR'T'MOUTH • pri 47 of 1011 Aii, CO CERAMIC TILE (CT6) 1 La. irammamNamsimmimiminmimmmummmuimeLmammimamummsrnmsmmimiimmiimuimu..Nmmr_.... , ». . . -. If this r..,tice appears clearer Than the JUN 0 1 2000 document, the document is of marginal quality. _ .- microfilmed 111;7112111=11142411111111111114:11111 '1• , ' lirI l i 'I I(Ii IIi`iTi7Elli:ii4iiii! i`lliiili1 lIllill1l(ilil :11`(11lIl` ITA.8,110 it iT ft LI( } yyCo . I 'l ' � ' Ii _ ___ 7 - � n I74 � 1I � 13 I_ „ _ ` IIlI _ ` 1l � llI •II c v� 1111IIIII110IIIIIIJ11I„IIl!„ lLll )lIIIliI (!I „! IlllIIIlIiII! I1 idiw r l,! i• IIll . 11llrl .ll.rTil itultlr1 , l1Iill .rI„ ,-:rl nrrirIIIL, llrir!iir .rr . , Irr11r f,llr rll, Illip , . , • • • • • 1111011111111111011M1111111•11111101111171111/ • . •-- 3/8" DIA. 1dRUBOLT W/ LOCK- 1 R / NUT AND OVER SIZED WASHERS ' `evis on°� • --1,; (EACH JOIST) • 120TE RACETRACK 10' 0" No Date Descri•tlon NOTE: THE FOLLOWING CONDITIONS SHALL BE FULFILLED (FOR ALL NEW ��' _-A ----i' SUSPENDED CEILING SYSTEMS P''R BUILDING CODE. 4w••`- �N- �" ..- .N L�� I `�: i -- -- ap G �jr / �. �- SEE NOTES /1, 2, 3, do 4 O A. SUSPENDED CEILING SYSTEM AND ITS ATTACHMENT TO 9 p3J�� • �' 2 X 2 X 1/9 ANGLE Al EACH 1. THE V.C.T. CONTRACTOR IS TO LAYOUT, 12" 10'-0' 12" FA,1?" 2-16-99 PERMIT APPLICATION �" `� PIPE STRUT ANGLE 1' - THE STRUCTURE SHALL CONFORM TO U.B.C. STANDARD �w yQ `�c, SIL. JSTS. (TYP.} \ /// MARK, AND CUT-IN THE RACETRACK WITH #12 MIN. EYE BOLT W/NUT A TECHNIQUE THAT WILL PROVIDE THE _ __ _ ___ __ _ ___ • 47-18 p Q'�Q �c' ON BOTH SIDES OF ANGLE MAXIMUM ACCURACY, SMOOTH FIT ALONG - - Fr —' LEGEND: VERIFY ANDROPOIED RACETRACK -^— - - - OA ETRALLATION. ■ �� • B. (4) FOUR NO. 12 GAUGE WIRES SHALL BE SECURED TO THE -- MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION 7,,,/,-1 INSTALLATION TECHNIQUE WITH OWNERS ,�,,; _- .� '�' AND SPLAYED 90' FROM EACH OTHER AT AN ANGLE NOT �i --- — - -__ Iiiiiii FIELD TILE - VCT1 r FIELD REPRESENTATIVE PRIOR TO iii ■ _ (87% OF FIELD) EXCEEDING 45'i FROM THE PLANE OF THE CEILING. THE g•• 49 it P 14'x`' 12 Ga. VERT. WIRE INSIDE STRUT -- t' BEGINNING It'STALLATION. _ ""' -' ..t�C, •s;::a_ . VERTICAL_ STRUT, FASTENED TO THE MAIN RUNNER, SHALL- BE (<..0P G Q- O J%'�� W ti' .£0 _ EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS �� §'0{Q�' A' "' '-• ABOVE AND CEILING GRID BELOW. THESE STRUTS SHALL BE ��'�� QQ`�p 4��G EMT STRUT d 12'-O" O.C. 2 CONTRACTOR IS TO INSTALL ALL. TILE -- • r �- " OB �� PLACED 12' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT \� G V _ I / /, ' -- ROOF/FLUOR FRAMING INSIDE THE RACETRACK, INCLUDING o �._� - ,,.:.� I�, ACCENT TILE - VC T2 9-1i''• F, �a RE: SCHEDULE FOR SIZE — THE BORDER TILES, WITH THE GRAIN y �/ .. (6% OF FIELD) �� WITHIN 6' FROM EACH WALL. ATTACHMENT OF THE RESTRAINT p�Q y��a — j WIRES TO THE STRUCTURE SHALL BE ADEQUATE FOR LOAD IMPOSED. v.4 w., i 7—EMT SLEEVE ONE SIZE ORIENTATED IN ONE (1) DIRECTION, • . _ LARGER THAN STRUT. FRONT TO BACK. DO NOTE ALTERNATE ? ' -' - ►;•' ;��'tf — ;:.e,s! C. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT 1 SLOT END OF SLEEVE TO (CHECKERBOARD) THE GRAIN OF TILE. _ T_ Y _ ■•-•c _ _ - _. _ ■� (2) TWO ADJACENT WALLS WI Th! CLEARANCE BETWEEN WALL FOUR 12 Ga. SPLAYED SEISMIC FIT OVER MAIN RUNNER "w� I:i' /%1 ' ~?4y A NT TIL - VCT3II CCE E SUPPORT WIRES AT 45' 3. ANY BLUE (VCT2) OR TEAL (VCT3) TILES "�' ► ' ' •■ .•�t., -t .1. (7% OF FIELD) . AND RUNNERS MAINTAINED AT THE OTHER (2) TWO WALLS. - -1.--w- •` " - MAX. (TYP.) ANCHOR TO UNDER- _ .S �7. IN RANDOM FIELD PATTERN THAT BORDERS Md ", JOISTS WITH X12 Go. WITH THE RACETRACK'S SLUE (VCT3) ,' , __—�,__� • �- D. DISCONTINUOUS ENDS OF THE CROSS RUNNERS AND MAIN �`- LAG SCREW EYE BOLT. r Z ' �— -- •• i" `— -'" --`—' 0'4y4 '� BORDER TILE, SHALL BE REPLACED WITH '•y'• 1 PIPE STRUT SCHEDULE (TYP. O EA. STRUTr.- _i_ I ; :. — �� -y CARPET - CPT1 RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 8" ----- -- --- _ ` E OF SUCH DISCONTINUITIES. HEIGHT IN FEET PIPE STRUT SIZE ' ,4% -__,.- . 11�E WHITE (VCT1) FIELD TILE. -- THE 10'x10' FIELD PATTERN SHOWN ABOVE, 0' TO 7' 1/2" 0 EMT CONDUIT �� ---• 4. THE CONTRACTOR IS RESPONSIBLE FUR IS REPEATED THRU-OUT THE SALES AREA, �� •CONNED f W/ 7' TO 1U' 3/4"_� EMT CONDUIT iNSTALLATIUN OF VINYL EDGE TRIM, EXCEPT AS NOTED. IIII 10' TO 16' - 1" 0 EMT CONDUIT �� /�� (2) TEK SCREWS WHEREVER CARPETS MEET VCT. • II. —. CROSS RUNNER . �. OF VCT RANDOM FIELD PATERN a DETAIL OF SEISMIC BRACING • - NS ._+ D TA I L _ 6 0 SUSPENDED CEILINGS 1 ► & RACETRACK CURVE / 4 TIGHT TURNS I !r"."I �� 4/1 18 SCALE: NONE % ENDS"(TYPO] BOTH Nu 18 SCALE: / IIIIII �_ MAIN RUNNER ■ 1' 0" 12'-t)" 1' 0"__ U . U .., r BORDER--T-- RACETRACK !!ORDER ►r' ; u _lege- • -RACETRACK BORDER TILE i-+' ti * - TO ALIGN w/BACK FACE =y�� ►� '�' OF ALUM. SLIDING DOOR � �= CORNER OF PARTITION Drawing References • FRAME. � • �-`_`_ ®�I r r No Drawings • START ~ 4*.s �' ,' POINT =11=1 • _— r•ALUM. SLIDING DOORS -7 _.\ 14,:6 . -t/ • 4'-O" OR 6'--0" HIGH CORNER GUARD. SEE -. - _- _ -. 1111 -'j O© ELEVATIONS -------- • 4'-0" OR 6'-O" i, HIGH WAINSCOT �- . PANELS. SEE a 12'-0 1/2" ELEVATIONS ---�. ., (DOOR OPENING) r ::::::,"", - • 5/8" GYPSUM BOARD ■ EACH SIDE (TYP.)---• —.-__.. -- 4" VINYL BASE MTI. STUDS 0 16' O.C. (TYPICAL) (TYP•) "....� _ I BUMPER GUARD (801) I U (CONT.) 7 • DETAIL 0 RACETRACK WORK POINT 4 DETA0 L ©PART T ONSCONER �ARD _____.__.._._ ___ �..- (M 1.1 17 18 SCALE: 3/4" = V-0" 10 18 SCALE:: NONEi 1 , ,1111 • BID DATE: WAINSCOT PANEL — CADD NAME: 636A18 PROJECT NO.: 898636 DRAWN f3 Y: JDF CHECKED BY: .-. - PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.99 BUMPER GUARD (BGI) , T_ (CONT.) COVER SCREWS 'i NOTE: i'i i ATTACH WAINSCOT PANELS w/FLATIIEAD @tWig0 SCREWS 0 TOP, / 10377 WATSON ROAD MIDDLE & BOTTOM. ST. LOUIS, MO 63127 • INSTALL SCREWS IN A STRAIGHT LINE PROJECT MANAGERS • COUNTERSINK ALL • • SCREWS. • AEUPR0 14 �G1 t AA0 co /' ,TUNS 01999 �� , � � I� � 4 1 ,'I , / VINYL BASE ---- PROFESSIONAL - OF RECORD: 6 GON FINISH FLoI1R . JAMES C. ALBERTS ``, Fr, A*II 21, \ A\ CD — 314-821-1100 S 01 4111111. DETAILS WAINSCOT CRASH RAIL PANELS t`+ • ‘118 SCALE: NONE —..-A1V. , �� r `� �• �1. - �_ National Office 5/8" GYPSUM BOARD (TYP.) • -+- '61 From Rood MTh. STUDS 0 16" O.C. FSaramus, NJ 07652 (T'•) (201) 599-7800 TOP OF CHAIR RAIL 1x6 WOOD CHAIR RAIL (OAK w/ CLEAR FINISH)- , This drawing is the Exclusive 'Property of -\ TOYS "`'1" US. The information shown may I not be used nor the Drawings Reproduced 1 ' (MAX) :: I I without permission of TOYS "fi" US. • i -- 6'-0" NIGH VINYL -- CORNER GUARDS (c03) Location -...4-4,/ (TYPICAL 4 CORNERS) WAINSCOT PANEL t - 1 . . III S TL TUBE ccILUMNr , �, _............_Li_ __,.._ ii G A R D , OR . SEE STRUCT. DWOS.----- - .. . ---- 6'-O" HIGH VINYL WALL PROTECTION MATERIAL (CCI) Drawing Title 3 (TYPICAL 4 SIDES) - ' . L. • I ,MIL FINISHDETAILS REFER TO MATERIAL LIST ON SHEET A1.1 FOR INFORMATION VINYL BASE I . • REGARDING (CG2) & (CC11 �� ,i . II r.Scale Date MI•.C• 1999-0112.14 L_Qt iTION .0 STEEL TUBE £QLUNS FINISH FLOOR AS NOTED TUN 071999 • 'ilk 1999-00551 M I' •1,,99-t)t1223 1' ';t)yi,-t11i113 goviurfsamAcTio.. ('''� OF CHAIR F�AII_ Sheet No. ►JOGocii /3 5 DETAIL + 3-- !../E T A I L D MOTHER'S ROOM A 1 8 7805 DARTMOUTH I p 6 18 SCALE: 1 1/2" = 1'-0" 12. 18 SCALE: NONE 0 • ./ �r • • If this notice appears clearer than the JUN 0 2 2000 d'cllnlent, the document is Of marginal 1I11uIity. microfilmed _ I�f I L I I I ,1111 I I i I I I ISI'! I I I ( IL!il 11I ! I I I ' ll�ill Ili f`'r''.r : i , 'I;i i lllj !i�i11!I I`il! iii!il{• ;i I Ij'!IIIlI�! • I l l III�I�I! i I i II! !� i l l I { i ' I 'I' 1ili { Iii i { li ! L I 'll '1 ! I' ' I " i II I ! ! 'I II li 1 ' ii 2 . _, ..: . INCH 11 MAD[ IN CM INA ` .11.- l��rf L I 1 cT .-_-�__- 11 14 -1 11 Li +.. V .11.__ . �_if I. —, . i - •. I ,'Ih: 1 I I.. 1i III fi 1,I i-1-1111--;111110'ii') 11i'I11i1 t 1 I'll iHill lii„ II tltltt It L I,ti ... Illltltttl illtlnI' 11�I�Iiil�Illt�itlltltltt�iIIUI nti11tn!Li11L11111itiil" i' 1 li I ii II Lill i ILI14''li,n Iii Illi i (- 1it 1: " ' i'i'"" r"" IIIIIIIIIIIIIIIIIIIh 111!{!'9111,,1,1,,1,1,11. i.,ll,.,.l�li,i.,,,ill•,,. .IIII.,,L,I111 L I I1LI,Ii1., I... .1lIN III..L1....,.1.. . .11I �I►ILI►I!I„I I�I,. f i, 1 ' ' ...• , • • . . . . . . . . , . .. . , , . . '° EXTERIOR INTERIOR --f --- Revisions DOOR SCHEDULES INTERIOR -cAULx • . # ANCHORS CONC. BLOCK -.� C, (3) PER JAMB 16 GA. H.M. FRAME No Date Descriptionmi- NO. LACADON TYPE'l — MM. REMARKS / - ----LINE OF MASONRY _- r II JAMB BEYOND GROUT SOLID /X 2-16-99 PERMIT APPLICATION W H T JAMB HEAD >BLL / • elPV, 'EE STRUCT. DI GS ED DGOR �11 EXTERIOR TO VESTIBULE E 12'-0" UNIT 7' 0" ALUM 2&3/10.0 5/19 17/19 EGKLSS WIDTH 60", SEE NOTE #3, SEE DETAIL 11/19i` -._� cSTEEL LIN ADD 25 TO DOOR SCHEDULE BOOR SWEEP .2 VESTIBULE TO SALES E 12' O" UNIT 7'-O" ALUM 3;10.0 6/19 17%19 EGRESS WIDTH 60", SEE NOTE #4, SEE DETAIL 12/16 111111 DOOR WEATHER ;/\. a _ .. •� STRIPPING AT -ALUM. THRESHOLD /\ " ® PFRIMi� CAULK ...: 5 EXTERIOR TO VESTIBULE E 9'-0" UNIT 7'-0" ALUM 3&4/10.0 5/19 17/19 EGRESS WIDTH 42`, SEE NOTE #3, SEE DETAIL 11/19 AEI. EXTERIOR AT H.M. ♦• 3/4'4, 0 PERIMETER •IMIIIIII 11111 DOORS Ot SET IN MASTIC . `v 4 VESTIBULE TO SALES E 9'-O" UNIT 7'-O" - ALUM 4/10.0 6/19 17/19 EGRESS WIDTH 42", SEE NOTE #4, SEE DETAIL 12/19 1.1 IIII - - 4 16 GA. H.M. FRAME 1 cN 2 GROUT SOLID • 5 SALES TO OFFICE H 3'-U" 7'-0" I 3/4" HM 8&20/19 2/19 & 1/1' - w/ 2'-10" x 3'-7" PARTIAL SIDELITE, SEE NOTE #2 & 7 �' •w, 1 CONC. BLOCK n Illi 6 OFFICE TO COUNT ROOM MIN 3'-0" 7'-0" 1 3/4" HM 9/19 3/19 SEE NOTE #2 & 7 `5 i 1 X TERIOR o 1C SEALANT 0 Exl 5 3/4" ■ • 7 EQUIPMENT ROOM TO TELCO ROOM B 3'-0" 7'-0" 1 3/4" HM 9/19 3/19 - SEE NOTE #2 & / �:XTERIOR ' ,_-----/ 8 SALES TO EQUIPMENT DOOM NM' 3'-0" 7'-0" 1 3/4" HM 8/19 2/19 - w/ 24" x 18" LOUVER, SEE NOTE #2 & 7 5 OF H.M. DOOR FRAME •� ® EXTERIOR B OF H.M. DOOR FRAME HEAD __._ • 9 HAL TO . ' Ti T B 3'-0" 7'-0" 1 ,,/4" HM 9/19 3/19 14/19 w/ 24" x 18" LOUVER, SEE NOTE #2 & 7 2 13 THRESHOLD H.M. DOORS 7 JAMB EXTERIOR MASONRY WALL 1 — 0 EXTERIOR MASONRY WALL 10 HALL TO JANITOR a 3'-•0" 7'-0" 1 3/4" HM 9/19 3/19 16/19 SIM w/ 24" x 18" LOUVER, SEE NOTE #2 & 7 3 n 19 19 SCALE: 1 1 2" = 1' 'U" LIIIII - • 19 19 SCALE: 3" = 1'-0" 19 19 SCALE: 1 1/2 = 1'—0 / 11 HALL TO WOMEN'S TOILET B 3'-0` 7'-0" 1 3/4" HM 9/19 3/19 14/19 w/ 24" x 18" LOUVER, SEE NOTE #2 & 7 2 12 HALL TO MOTHER'S ROOM 8 3'-0" 1'-0" 1 3/4" HM 9/19 3/19 15/19 w/ 24" x 18" LOUVER, SEE NOTE #2 & 7 24" 6" MTL. STUDS ?" DOOR ODM-f 5/8" GYP. BOARD ,. m 13 HALL TO BREAK ROOM all '. J' 1'--0" 1 3/4" HM 9/19 3/19 - w/ x 18" LOUVER, SEE NOTE #2 & 7 O 16" O.0 (TSP.) � (T� ) __ 14 HALL TO TRAINING ROOM B 3'-0" 7'-0" 1 3/4" HM 9/19 3/19 w/ 24" x 18" LOUVER, SEE NOTE #2 & 7 6" 20 GA. MTL. 1111 1J1111.11 _ ,Y,F 5/8" GYP. BOARD (2) 6" 20 GA 15 SALES TO EXTERIOR 0 4'-0" 7.-0" 7/19 1/19 13/19 EGRESS WIDTH 47", SEE NOTE #1 6 MIL. STUDS STUDS O 16" O.C. • ■ 16 RECEIVING TO TRUCK DOCK 8' 0" +' 0" 18/19 2/8 CHAIN OPER. INSULATED ROLUNG DOOR INN—� �, S/4' `� • - • RECEIVING TO TRUCK DOCK A - 8'-0" 9.-U- STL 18.1s 2/8 - CHAIN OPER. INSULATED ROLUNG DOOR 1 _ (21 S 20 GA. MTL. CAULK O MARBLE ',Ai,I ! S fUD HEADER LINTEL RECEIVING TO EXTERIOR U 3'-0" 7'-0" 3/4" HM 7/19 1/19 15/14 EGRESS MOTH 33"; VIEWER, SEE NOTE #1Wal I/4" CERAMIC TILE EA. SIGF V 1 it rni.r.............r4 • 'a • 19 RECEIVING TO POWER ROOM N 3'-U" 7'- 0" 1 3/4" HM 8/19 2/19 - SEE NOTE #2 & 6 WHERE SHOWN IN -- V.C:.1 -- i:/2_," �` ��. SCHEDULE co 16 GA. H.M. FRAME--- -_._� 20 COMPACTOR TO RECEIVING 3'-0" 2'-3" 1 3/4" HM 6/8 6/8 6/8 SIM. • SEE ELEV. SHT. 8.0 �- ---- i • 21 SALES TO PRE-SALES 3'-0" PAIR 8'-0" 1 3/4" PLASTIC 10/19 4/19 16/19 H.D. IMPACT DOORS; SEE NOTE #5 -- - T 16 GA. H.M. FRAME 8 1/4' CCC NIB --- . . 22 TRAINING ROOM TO CLOSET 6 ?'-0" PAIR 7'-O" 1 3/4" WOOD 19/19 SIM. 19/19 HOLLOW CORE WOOD SLIDING DOORS ICI -�- PROVIDE THREE (3) CAULK O EA. SIDE - ANCHORS O JAMB / 23 TRAINING ROOM TO CL(SET G 2'-O" PAIR 1'-0" 1 3/4" WOOD 19/19 SIM 19/19 HOLLOW CORE WOOD SLIDING DOORS 10 OF N.M. DOnR FRAME DrawingReferences " t 19 13 19 EGRESS WIDTH 47", SEE NOTE #1 OF MARBLE OF N.M. DOOR FRAME HEAD 24 SALES 10 EXTERIOR D (-0" 7 O _ 13/4" HM 7/19 / / 14 THRESHOLD SADDLE 8 JAMB 0 6" MTL. STUD PARTITIONS — 2 ® 6" MTL. STUD PARTITIONS '�"'� � Drawings • NM SALES TO EXTERIOR D 11111121111 7'-0" 7/19 • 1/19 EGRESS wtDTH 47", SEE NOTE #1 _ b , 9y I. " 19 19 SCALE: 1 1 2" = 1'-0" 19 19 SCALE: 1 1/2" = 1'--0" • • 4w mow-- -- o �..w- rte., __. — -- �- -� -_ -mw.- -��•�-�� -��-�I► ��-` -�� -�� "orAm III 1 .7 SCALE: 3 1.-0" / - • ■111 �___.. �. -3 5/8" MTL. STUDS • NOTES: 5/8" • GYP. BOARD �, 1. EXTERIOR H.M. DOORS & FRAME TO BE PAINTED: 3. EXTERIOR AUTO. ALUM. SUDING DOORS TO BE PAINTED: 6. DOOR CLOSER TO BE MOUNTED ON PRESALES SIDE. O 16" O.C. (TYP.) 2' DOOR D.M. r �c . 3 5/8" 20 GA. MTL. EXTERIOR FACE - PAINTED PNT1 (P&L #2127 "SNOWFLAKE"), EXTERIOR FACE - REFER TO EXTERIOR ELEVATION rOR COLOR, MOTHER'S STUDS O 16" O.C. (TYP.) ---4-41•• INTERIOR FACE - PAINTED - PNTB VALSPAR #789(. 006 "BRIGHT SILVER"). 7. DOUR CLOSER TO BE MOUNTED ON ROOM SIDE OF DOOR. 5/8" GYP. BOARD (2) 3 5/8" 20 GA ' ( SALES -� �OQ� OR WAINSCOT TL. STUDS 1/1 //8 1/,' U.O.N. ON ELEVATIONS. N M INTERIOR FACE - PAINTED PER INTERIOR FINISH MATERIAL LIST. 4. INTERIOR AUTO. SLIDING DOORS TO HAVE CLEAR ANODIZED ALUMINUM FINISH. PANEL (PLAM3) METAI. THRESHOLD • L. INTERIOR H.M. DOOR & FRAMES TO BE PAINTED: __ _ _ . FOR VCT & CARPET (Z) 3 5/8" 20 GA. MTL. ,-� •i ill BOTH FACES - PN l2 (TAOS 'R)RQUOISE), 5 H.D IMPACT DOORS, SUPPLIED BY BRIT & INSTALLED BY CONTRACTOR. . r'�"' • EXCEPT POWER ROOM DOOR #19,T0 BE PAINTED - PNT4 (RED). (SEE SPECS) STUD HEADER LINTEL-----_. 1111 III-CAULK 0 EA. SIDE m HARDWARESCHEDULE y J, N --- ---16 GA. H.M. FRAME 111 • GROUP 5 - TO HAVE GROUP 10 TO HAVE VCT FINISH IN .-CARPET • GROUP 1 TO HAVE SALES AREA INa HARDWARE BY MANUFACTURER (INCLUDING BREAKAWAY HARDWARE). 1 1/2 PR. BUTTS STANLEY F88179 4 1/2 x 4 1/2 26D 1 SLIDING TRACK ASSEMBLY STANLEY 40-3664 IN ALL DOORS IN GROUP TO HAVE THE FOLLOWING SIGN AT ADJACENT 1 LOCKSET BEST 93K7D150-626 (LEVER HAND) 1 RECESSED DOOR PULLS STANLEY 986-3 US3 - 1 AIII h ,tq I A 'ill 16 GA. H.M. FRAME LOCATION: "THIS DOOR TO REMAIN UNLOCKED DURING OCCUPANCY". 1 LOCKSET BEST 93K7015D-626 TACTILE LEVER HAND) 1 PUSH LOCK BEST 2S75 - ' PROVIDE THREE PROVIDE MANUAL EXIT HARDWARE ON INTERIOR FACE (IF REQUIRED) O DOOR #19 ONLY 2 SILENCERS IVES 21ANCHORS 0 JAMB Ot `' //9" LETTERS TO BE 1" MINIMUM IN HEIGHT 1 DR CLOSER NORTON 7500RF-H-AI_ (SLIDING DOOR TRACK ASSEMBLY INCLUDES: DOUBLE ALUM. TRACK, OF N.M. OOR FRAME 1 DR STOP IVES 407 826D TOP-MTD. HEAVY-DUTY FOUR-WHEEL HANGERS, FLOOR GUIDE, ETC.) 213H.M. OdR FRAME HEAD . QGROUP 2 TO HAVE3 SILENCERS IVESHAG 20 T�'� RESE""IOLD ® MOTHER'S ROOM 9 JAMB • 5/8� MTL. S'�UD PARTITION 3 ® 3 5 8 MTL. STUD PARTITION IIII 1 1/2 PR. BUTTS STANLEY FE1B179 4 1/2 x 4 1/2 26D 1 KICKPLATE HAGER 10x34 16ga. 320 i 1 PUSH PLATE HAGER 305, 9x16, 32D 19 19 SCALE: 3" ,-- 1' 0" 19 19 SCALE: 1 1/2" - 1'-O" • 19 19 SCALE. 1 1/2" -- 1'-0" PULL HAGER 9G, 8" CTC, 32D GROUP d TO HAVE 1 1 DR. CLOSER NORTON 750013F-H-AL 2 PR. BUTTS STANLEY FBB191 4 1/2 x 4 1/2 NRP 260 1 DR. STOP IVES 407 8260 I ALARM (BATTERY) DETEX ECL 230 D _____" )00R DIV 3 SILENCERS IVES 20 1 PULL (0 INT. FACE) HAGER 9G, 8" CTC, 32D 'RE-SALES I-LUSH (NO RABBETI) '�_,____.___. �. • 5/8" GYP. BU. 5/8" PLYWOOD ■ • ' 1 KICKPLATE HAGER 10x34 16 GA. 32D 1 SET WEATHERSTRIPPING N.G.P. #135N FAIT '� 'c'Z '-'-�� 16 GA. H.M. FRAME (SALES SIDE) I (PRE-BALI I;�E i I DOOR SWEEP N.G.P. 102AV (3 ANCHORS PER JAMB) -1/4" STL. PLATE 'm' GROUP 3 TO HAVE _ 1 THRESHOLD N.G.P. 425 - IMPACT DOORS (TOP & BOTTOM) • BID DATE. 6-7-99 1 WIND CHAIN WELD 70 H.M. FRAME 6" 20 GA, MTL 1 1/2 PR. BUTTS STANLEY FBB179 4 1/2 x 4 1/2 26D CAULK O EACH SIDE 0 16" 0.C. 636A19 PROJECT NO.: 898636 • PUSHBUTTON LOCK UNICAN L1076A-260 (LEVER HAND) VERIFY WIDTH REQ'D STUDSCADD NAME: _ 5/8" PLYWOOD - DRAWN BY: ,1DF CHECKED BY: 1):‘ 1 GROUP 7 TO HAVE 1 DR. CLOSER NORTON 750013F-H-AL - / (PRE-SALES SIDE) \ 1/7" � 7 1/4" t/I" I DR. STOP IVES 407 826D 1 1/2 PR. BUTTS STANLEY FBB191 4 1/2 x 4 1/2 NRP 26D 2" VINYL OR RUBBER - -_� I PROTOTYPE DESIGNATION: i99 BRU 37K REV. 0.99 (BATTERY) DETEX ECL 230 D REDUCER STRIP 0 ALL 3 SILENCERS IVES 20 1 ALARM ._ I IiiA 1 LOCKGUARD IVES 184 F:32D 1 PULL (0 INT. FACE) HAGER 9G, 8" CTC, 32D SALES & PRE-SALES �-------x- (2) 6" 20 GA. MTL. CAULK O OPENING SEE SPECS) 6" MIL. STUDS STUD HEADER LINTEL `� EA. SIDE 1 VIEWER STANLEY CD4538 US3 (DOORS #13 & 14) 1 SET WEATHERSTRIPPING N.G.P. #135N FAIT ( ill11111 • 1 VIEWER STANLEY C04539 US3 0 16" U.C. --�� + _ GROUP 4 TO HAVE I DOOR SWEEP N.G.P. 102AV \ 1THRESHOLD N.G.P. 425 � � -- N �Q�� 1 1/2 PR. EUTTS STANLEY FBB179 4 1/2 x 4 1/2 26D VCT FINISH IN _� a! 10877 WATSON ROAD 1 LATCHSFT BEST 93KON15D-628 (LEVER NAND) I WIND CHAIN .._��► SALES AREA ----CONCRETE SLAB �-� FLUSH (NO RABBETT) 1 OR. CLOSER NORTON 75008E-H-AL REl4BBKS: _...___ 16 GA. H.M. FRAME ST. LOUIS, MO 63127 5/8" GYP. BD. 7-7 , ' IMPACT DOOR w/ PIVOT 1 UR STUF' IVES 407 B26D GROUP 8 r0 HA`!E CONTRACTOP, TO SUPPLY TWO "BEST" PADlocks ale77o TR To BE PROJECT MANAGERS A _ (SALES SIDE)- HARDWARE - ATTACH TO N /q" 3 SILENCERS IVES 20 x 4 1 2 26D INSTALLED ON ROOF HATCH AND GAS LINE 1 PR. BUTTS STANLEYAGR988179 4 1/3 / PLATE PER MANUFACTURER'' ' 1 KICKPLATE HAGER 10x34 16gv. �2D 1 PULL HAGER 9G, 8" CTC, 32D 1 LOCK SET BEST 93K7YU15D53-626 (LEVER HAND) ;. ALL LOCKS SHALL BE BEST WITH CONSTRUCTION CYLINDERS RECOMMENDATIONS (KEYED AT INTERIOR) PROVIDED BY CONTRACTOR. OF H.M. DOOR FRAME HEAD OF H.M. DOOR FRAME �E� PRore 16 TH RESH OLD IMPACT DOORS 41100AMB ® IMPACT DOORS 4 /`1 Lo IMPACT ,DOORS �``•' �s • GROUP 9 • •TO HAVE '. INSTALL IVES 407 B26D DOOR STOP Oil WALL OF TOILET ROOMS , c- ,, 0+N F4. /0 • 1 PADLOCK (2" SHANK) BEST 418772--606. WHERE TOILET PARTITION DOOR SWINGS TOWARD WALL. 19 19 SCALE: 3" = 1'--0" 19 19 SCALE: 1 1/2" = 1'-0" 19 19 SCALE: 1 1/2 = 1 0 �. (KEYED TO MATCH FRONT DOOR) (, ( �f�1 IIIN p lclr c; SEE PLAN FOR R.O. '� IG ___ -� 1/z -1/q" T PROFESSIONAL OF REGGRp STOREFRONT SYSTEM �' 1 �S TRACK nun.. �.` - STOREFRONT SYSTEM DOOR FRAME w/ 1" JAMES C. ALBERTS Ali a`' 1 SEE SCHEDULE FOR LIT WIDTH (W) _ 4" SHIM AS READ. INSUL. GLAZING -- - r SEE SCHEDULE FOR I(- -_ I 314-821-1100 EGRESS WIDTH CLOSET w/ 1" INSUL. GI_AZING� w/ (3) ANCHORS 1 ' __ ___---- ..._ __ . FQ FO. I (2) 2X6 LINTEL�---� GALVANIZED BOTTOM U_F _STOREFRONT �., „rl ., �., S , W/ PLWD. BTWN. I 'y PER JAMB R -- • --- -- �PINI.H •ALUM. FRAMING - MULLION O 7-8 1/4 A.F.F. *.C-- ---�'"" 1�� •r �� - CONT. SEALANT •— A. -- - . -- �'� HARDWOOD CASING, N -- N Io j y ` i I I -- , --� I BOTH SIDES i 141 % ' . • VISION LITE 10"xlG' MIRROR / /- \ ALUM. SLIDING DOORS r —Jr II I' _-_- _.�„�--�" Far---- / / � w/ 1/4" TEMP, CLA�� FASCIA h FRAME w/ ____.-._ � i l ___- r, GLASS FACING cc CLEAR URETHANE ----� i I ^UTO. Al_UM. SLIDING DOORS �TERIOR II YESTIBIJ�„E j • ---_.__._._.__- -- —SALES SIDE /rilr h BREAK-AWAY FINISH. _-� ` -_---- -._ - / \ FEATURE (IYP.) I'*1 I'I'I w/ 1/4" TEMP. GLAZING— - "' A a1 - I • �- - �_ -� SLIDING TRACK 11 r ASSEMBLY , . + Ul4. go. 4 AUTO. ALUM. SLIDING DOOR ♦" Na Tonal ffice . M•011111,• -._._-__• _`___�_-__ F^ �` STATIONARY DOOR ALIGN JAMBS w/ EXT. EDGE _.___-___-._..._._______- 7 ' I \ / r--- IHRESHOLU BY DOOR MFR. II - 46 �rrl Road ______.-______-__. \ - ` d (W)1/4" TEMP. GLASS �_ - (BOTH SIDES)SEALANT-�/ OF STOREFRON f MULLIONS • I►k F a mu ,y-7800 �-^ C. . . AUTO. ALUM III I 120 NJ 07652 I / ; ---_-��--- �, SLIDING 000 --------_. T-- ALUM. MUNTINS �_ __ __� _-_ _.___� _ OF EXTERIOR AUTO. SLIDING OF EXTERIOR AUTO. SLIDING DOORS (� SLIDING L,L OF AUTO. SLIDING DQOR 11 JAMB DOOR STOREFRONT SYSTEM OHEAD DOOR ® STOREFRONT SYSTEMINSULATED ROLLING STL. OVERHEAD BOOR HOLLOW METAL w/ AUTO. ALUM. SLIDING AN 19 HEAD W(>OU DOORS -- Tris drawing is the Excl tsive Property of .• 8'-0" x 9'-0" (ROUGH OPENING) 1/4" TEMP. GLASS SLIDERS TO BE CLEAR ANODIZED U.O.N. " " SCALE: 1 1 2" = 1''-0" TOYS "fI" US. The information shown may 19 19 SCALE: 1 1/2" — 1'—O" 19 19 SCALE: 1 1/2_ — 1'-o" 19 19 SCALE: 1 1/2 = 1 —U / y not be used nor the Drawings Reproduced without permission of TOYS "A" US. 1/4" SAFETY MIRROR f GLASSS (REFLECTIVE 7" SIDFLIIF DIM 7" DOOR NY 12 GA. ANCHORS O 24" 0.C. - ROLL. UP :`00R I Location i CAULK O f l I ,. -______. WELD TO CHANNE!. h BUILD TRACK SURFACE TO FACE SALES) 1 •}/4 1/4" -CLEAR ANDD. AI_Jh1. ,, EACH SIDE INTO MASONRY _,� K, z STOREFRONT FRAMING _ 1/4" SAFETY MIRROR " w 1/4" GLAZING. TIGARD , PULL (WHERE GLASS (REFLECTIVE - CLEAR ANDD. ALUM. SHIM AS REOD. *r /�0 INTE" OCCURS l2) 6" 20 GA. SURFACE TO FACE ALUM. DOOR FRAMEME FAL LOUVER - -- r- MTL STUDS- SALES AREA) � � � � � STOREFRONT FRAMING LIUTTOM OF STOREFRONT i OR . WHERE INDICATED O INTERIOR) I I I 'A w/ 1/4" GLAZING, / A _-- (BOTH SIDES) T I I ❑ -_. I 1 "� ` I w/ (3) ANCHORS MULLION O 7-6 1 4A.F.F. -- _ � TSEE REMARKS IN �, / < - 1---v------ . CONT SEALANT,\ Alrp PER JAMB DOOR SCHEDULE T _._ bf lEX" Al_ARM N 10 �" 1/2" rcawing Title FOR SIZE OF pin EXITING DEVICE '- \ LOUVER. PAINT (WHERE OCCURS) 1 ,. ■� Ill ♦/, -�-- -GALV. MC12x10.6 --._- vEST1BUL;; �I� SA.I_Es ARTA DOOR SCHEDULES . 1 . _. . . . . 1 4E q- _ ___4(.._ LOUVER TO 1»0 J / / . `, PAINT: PNT3 �, �._ _. MATCH DOOR. I SIDELITE a --. c FRAME h i ! x, II . M AUTO. ALUM. SLIDING DOOR _ _ AND DETAIL STOPS /JF -- S nLIGN JAMBS w/ EXT. EDGE . •. ,_,. �/ � ' - CUNT. SEALANT AUTO. ALUM. )F' STOREFRONT MULLIONS----- ' Scale Date IMPACT DOORS HOLLOW CORE WOOD HOLLOW METAL DOUR soak c� 16 GA. H.M. SIDELITE -16 GA. N.M. DOOR (BOTH SIDES) SLIDING DOOR AS NOTED 6- 1-99 HOLLOW METAI_ HOLLOW IAETAL SLIDING DOORS h SIDELITE FRAME f'Rr)VIDF THREE (.3�1 FRAME h STOPS & SIDELITE FRAME CONC BLOCK GROUT SOLID - ANC:HORS O JAMB _ 6" 8' 0" OPNG. -_ • r ., OF INTERIOR AUTO. SLIDING OF INTERIOR AUTO. SLIDING Sheet "lo. 0 OD) Q © O OF H.M. DOOR FRAME OF TYPICAL ROLLING 12 JAM L..J DOOR ® STOREFRONT SYSTEM 6 HEAD DOOR STOREFRONT SYSTEM m1 (. 1999-0)244 �' 20 JAM B ® PARTIAL SIDELITE FRAME 1` JAM B STEEL OVERHEAD DOOR '�' I I (' Ig9h-(1055) DOOR E LE VA I V — 19 19 SCALE: 1 1/2" = 1'—O" 19 19 SCALE: 1 1/2" = 1'-0" A . IIIIIS Irn)y-1055, 19 19 SCALE: 1 1/2" = 1'-U' 8 19 SCALE: 1 1/2" - 1'- U" A 1 9 . ,' I'LM 1999-001 /3 SCALE: 1/4" = 1'-O" 7Ro5 DARTMOW I I PG 49 of 101 ..' L • " ` ';r • �kfi'kr'� ' If this notice appears clearer than the JUN 0 2 2000 �. " '{ "` cement the document is of marginal unlit >; quality. roti me VIII, • { ff!! I ' .:�• ! 1 I I ( j 1 1 (1 ,',, I { I I . I 1 1 11 1S I 1 I i 1 I ! ' i I I I I I I f I ( I ( 1 I I I I l i I I!k , 4 ,yc 4. Wt,ti` r Yr a. 1 r�r��l��i I`i�I��I�i�I��l (lli�i �1�,�f 1 T1'�(�1I � 1 ii 111 it111i , . 11 ;I ;� I1i;l , i �l�:��`If I) I ili �,�i��: ;� I ��; I 1 J I 1 I ! { I i l� 1 . l ; ( , • INCH II MADE. IN CHINA _ — 1 _ LQ " ?yf t rI�t ----r-- _ 4" 1 �-- I ib t It iT 'it 1v if I TT— I fT 3i x :t I 1 I.. 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CHNGIROOM , © 1 � 32'-0" ,,,„„ , ARA I- - -- - --- -- 18. -10 -- }r ,, . 11111111111111 12 Z I �� SHELF • J / EANC WOMEN I - 11 5/8" f i z J 1 ABOVE I' f ')/8" 1 I cm:: tc44 ,1 . illiElIMIN a BREAK ROOM 11 r� I 25 0 tr4' 1 S4' 6 i 34'-6" 4_ 11/4• 19'-10 3/4 18'-0" 24' o" -_ 32'-0" L - J I I 11 5/8" N L JAN. . , G C'L SST (� 1 / 7 5/e" v IIII 1 w __ �, ,D 4 • 6 _ l______1‘ j `+ N 11 5;tf tl 3/8' (179'-10" SALES) FROM BACK OF SALES GONDOLA ?0 BACK OF SALES GONDOLA - _-- �� r GLASS BLOCK -__---- -__-- _-.._ .____ - • ''. • I • 1 " ; .10 WALL-` _=-= VIDEO CAB;NET (CCTV) °D jilNOTE. - REPAIR SHOPIII ' A REF MEN INSTALL TOP LEVEL OF LOAD -. (BELOW RACKING) "" Oll I..Y I 1 BEAMS ONLY FOR THESE RACKS M .. _ SPRINKLER RISER PALLET (RGD) SPRINKLER RISER "' lol DIAPER LOCATION (BULK STORAGE BELOW). (BELOW RACKINI,) .11.1111111 r , PAY PHONE- = AREA .1 „w a. LOCATION 1- ♦ CHANGING In BREAK TRAININGill 1n r RGD COUNTER �_- ROOM ROOM MOTHERS 4. (BELOW RACKING) - ROOM 'a r r4 a • v 0 _a_- / }J el - • �` (� �Oj J J-1• x y1'-] I I , _ POWER yl ?9' 7 3/B' I �,:11 7 ,/, 1 •1 1 I ( I I -- - --/0-�=- ��`=- ROOM N ._ • 1 , s. .s •a s. x p k s- f I �, N w ( O b., 1;° ° ° - " „ p -LADDER v, ,• , :0 '� { �� I '^ 4 , 1n o 0 0 0 c b i a I I 1 ^ _ 9'-6 3 8• . � ({�r�--�{{{�upp��( W � • 4� �- � ' 4� 4� 4� �., 4� >< �,I��.,I .� qnl �� 4' STORAGE 4 / e'-Is t 1 � • 111111== 1 1 - �` � * I ei- ��1. 111_ I ,?,71 �ti._1 * I ;nn rti ..,?:._!1r� ,n~ ° I7.....1011/8" - - 1 e AREA PLAN 4 " J ® oo © oo L0.1101010 ° ! - ��( 46• N ;' 41310FFICE • N :ti; [1101 (� 1�- I 1 16 t5I _ �' 01 B" • 4-0" - �, -6•I N Ir ( ll JI -1 / - „levy}-- „ i, N n ■ SCALE: 1l8 ' U - - /i/r. T-s x 33'-0' �`- 1 'L"„ -- �W N ' lir K. , I A M .I 5'-2 1/2" - A 40 0• RTW STORAGE \ - -D . _ LJ' I .do .. - ■. t-1 N • _. 14:1_21".:X____1 of _ �- -- - - GRANTY E'EEO DIAPER FIXTURE I f--1 U \ , 1--`T-TAT T-T-T=T=T^T=: f� • I(S)I I � .1 3.-5" ( _� (�l 3'-4 X 41 -8 1/2• -+-+-+-+-+-+ + + + - 6� 3 4` \ { _ - - - 11 5/8" g'_51. ...r �___- _ o 8.-8 1/4r 1/4 END PANEL " .. ✓, 11- IM1 11111111 W 12/1192'--2 / 3 y-e'MCN-,6 2-/ I - ___ 3/4" 6 ® NFANT BDQIN� s=o 1/2- z 1'-:' * I 1 1• _ _ - 8'_0• 41, 6" v 92 L- ---4P. 4.-6" -_- ' _ I I Sill . ' 1.t,' � EI 3/8 ,� 0� 1'�L10ERS _� ie f' 'I*x�l ---- \\_,.. _ 5'-Y. - S-10 1/1'• ' Q )-0./ _ _ A S'-10 . f 3R { : I. - __I- I r• -1 u 6 III I 5•-6" O. O _ VNRE 2e-r ° b S .. W I 1 1- 111 iiiiiiiiiimi= RECESSED it 5-6 N101 ( ] r--- I/1 F----7 GRID 6-0' 0 1 W - I�el % --- I • .. �, TIME CLOCK to 3'-10 1/2- �g `. . y' -p 9'MGH :', I W v . . o PROCESSING -all 5�_D• a e' a�-6•� s ^� e' I `,� I ,e 5'-10 1/..1'_. _ -_.. ._�..-'' Qe r ® ,�" ROOMa 5'-6' , -- I I Se'-r ' I - - S'-e'NCH ar a 5. 5, ; e `�t 5, C I,' e' \1 S.1 I r----...,„,,„, t 1D j 1; 1/2"- 2- - I 1 .I 5'-0' 4'--4 'a .' -1111111111311 0 8'-2 1/4 __.l s., 3'-6' 1n - '� S'_6• y'-IIT '° 7,r2 1/2"_--____-- 12 '-2 ,„3o EQUIPMENT1 i 1 N . gislimi 10 - SHELF ABOVE ~ N �i - 3'-t0 t/2'- �. •5. s, N y -- „ ' x ROOM O O O , 6' p• RRo ''r Drawing References •�. M r- a- - 1 D + - " _�_ •• 0" e' • e' a '-0• 7'-2 t J2 "' OVERHEAD SHELVING n i ^ O �, � _-____ T-0 1/2• ' �. - _ M , 4'-6 ►' (SHOWN DASHED) Drowin s ' r, _ __ EA H• ` v t1 �'-Z' • F S' e' i 5' e • • y. �i -- ' =`. _- OVERHEAD SHELVING y h, n . . 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Sc`-TO B ' ICS �� ■- •- • T. :1�r `� �.1► /or :.• PROTOTYPE DES GNA710NCBRUCPROTO IKED NTERIOR VEs118uLE .. .,,, alli FRONT END OFFICES ', SPECIAL ORDER DESK m ___ /�'� I /111• J :1r ill ilr -�r �'/ - - W + ' F1 SCALE: 1 8"-1'-0" Y. IQ.e�.. SCALE: 1/8"=1'-0" W I„ i T•, ) , ` /;� .; I .; .; I' .: •.= a•= al .; I: I -WIRE GRID _ / + m S-2• 5' 638' • iMill • • % l 1 .1► _.1/ iJ it -1/ I 'bp Ili il/ f X11 I -li X11 - 9•MGN ., / • w 1p- ri MO ®�' 1'�'_._ - L._ .ICI---"� .- 1„ -.-- - F` 1 I �I !' 6 t 1" 4. 4'-8 Y Ef .1 H- g ■ /: 3 G\ i L 3' 10 1/2•X r +� i.�i I.i Ta Tu I „ ,To Tu o� Tu � is, Ta •- .r, Y -_ -..4., �• ax , ls'Wm) s-1" y 1 1 )� 11 1 I 01_1 1 -r J< l miNARy N • 4'-0" 6'-0" ®�. 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PLATFORM 11 WIRE MESH FEASIBILITY STUDY. - 0: • ► •! <� 3'-01/4''v �o b •I `1 b.- -,S-10`1/2--'•-- 22- 10 'A 1•_ • 1. 1.- Ar " ti w .1/ i/ 1► i1► . - lu • WIRE r (SHOWN DASHED) P - O , I "O �` 12' x ee ]JI' GRI -9t / 8 U D TED 10 PROTO F1 dr ADDFU SPhIN LF0�_6 0' o " B _ r _ - �„ S' 0' t� , - --- e'`6 Ntol e� + •e' e_Nlo+ a-6'MGN 1 NO Ootb descri tion EDC 2/18 9 P A K Rn - RECESSED 1v • • ., "�� j _ ,r / . EDC • N N o m ;r o TIME CLOCK _ -- 6'-2 �� -0imp -p t -0 ■ -0 -� /i -MI 11 - M • ill ' �' \ , ,�� Jt►I EZ4OSKr •� 4+h r> 1v 1n tvLOCATION TJCO -,,� LADDER �\ „ OVERHEAD WiREWA�I' S-p - \� I I t •■` -0,�M t3-0 :gio:" 6'--0" 9 6' 0 1 6' 0' 7 - 6-0 S - 8'-8• : . • STORAGE ,\ 1 INFORMATION I , , „ I „ I „• , 9'-6 1/8'2'-0" 2'-0' - °O. r +' x./'-?; UISNEY U �'CENTER 16 k'_T• , .+ °+ i ->� ',� -,o"I r--�' ,f �, "O O 1 �� _ A ENDCAP ._... 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I I.., 1 i -o' _-._- 2'-0 1 - x 44'-r . //if/. , I -- l National Office 461.1 7 -, A _: --. _: --- -- z_-- - �..� z_ - ---- �,-.. _ •� From Rood 1 _ _--_--.__ 1 ` Poromas, NJ 07632 T 24'-101/4' KIDDIE RIDE EXIT ENTRANCE END PANEL l (201) 599-7800 » ; - - 2,-13. X 8'-0" 3/4" X 2'-t3- LADDER STORAGE N " KIDDIE RIDE - BENCHESIn 30'-5" FROM BACK OF GONDOLA 39'-5" FROM EDGE OF RACETRACK TO EDGE OF RACETRACK - _ 110'-0' CYERALL WIDTH OF RACETRACK _ __ .-_ TO BACK OF GONDOLA This drawing is the Exclusive Property of 8 3/8 TOYS "A" US. The information shown may • +, " 11 8 3/8" 5/8" I (119' 10" SALES) FROM 6ACK OF SALES GONDOLA TO BACK OF SALES GONDOLA - - 5/8' not be used nor the Drawings Reproduced +: -- _--- --_...-_ -_ without permission of TOYS "Sr US. A. L 25'-0 3L4' L ?,' S 5/8" 33'-0" 2r-6" 33'-0 - 12 8 3/13* 24'-0* { Location • ) ........- v -. I'-i 5/8' t Ti I I I 1 I II ,,,/"R" 182'-10' ` _ _______ ' �..� 1999 37K BRU BUILDING SQUARE FOOTAGE CHART REGISTER COUNTS J- -'- E I �,7r,0`1RD OR s'• 1 CO6) 3.5 �� CID6 (L) (182 -10 X 1961-8") AUY,II_IARY S0. F1. BUILDING TOTAL ( �1 \' SALES PRE-SALES (NON SALES/ SO. FT. BUILDING SQ. FT, S0. FT. PRE-SALES) (FOOTPRINT) S0. FT, 1999 REGISTERS 8 •• Drawing Title PROTO 29,747 4,383 3,145 .51,275 37,275 REFUND REGISTERS= ' THIS PLAN 29,747 -4,915 3,30537,967 37,967 FIXTURE PLAN jFIXTURE PLAN • , BUILDING CEILING HEIGHTS Ir'XTURE COUNTS (INTERIOR VESTII3UL.E) ,' AT FRONT= 20'-11 1/2"t LIN. FOOTAGE SQ. FOOTAGE CUBE LEGEND ® . SCALE: 1/16"=1'-0" Scale Date •/. '. AT REAR = 18'-1"t SALES PRE-SALES SALES SALES OVER PRE-- ' GONDOLAS RACKING CRIB AREA APPAREL SALES STOCK SALE`; ® KIOSK VIDEO UNIT - ARROW INSIDE INDICATES ASS NNOTED JUN 0 7 199 r; ON MEZZANINE - NSA __ HE DIRECTION MONITOR IS FACING PROTO ?,181 L.F.LF777 L.F. 5,814 S.F. 5,605 S.F. 0,000 0,000 0,000 -----" " '---' 1;,,. y UNDER MEZZANINE '-N/A THIS PLAN 2,182 L.F. 796 L.F. 5,814 S.F. 5,605 S.F. -- - (RLQ PRICE CHECKER LOCATIONS Sheet No. . . , t MIA, 1499-00244 A FLC 1999-00551 Fl BLIP 1999-00223 MN 1999-001 I-fJ F. 7805 DARTMOU 1'H1111111111111111111.11111111.1111111111.11111.1011.011111111.111.1111111111111111111111111111111111.1111.111111.111111111.WIUMILIMI.111.111111111111111111 Pa 50 of 101 r ,.. 2000 If this noti•a appears clearer than the JUIN 0 2 document, the d( l lrmenl is oli rginal quality 4 microfilmed } 5•. ' •'71'4,1 "' I j I I e,`.« + D1 J 4 1-':' • Jx: I t I : r i I III I I i I I I I I' i I l ! I .*ti' . i` e-,4. j ! 1 I I ! !11 ! 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FIRM= Revisions • No Date Descri•tion GENERJA�L NOTES • 2-16-99 PERMIT APPI .CATION DESIGN; RFINFORCFD MASONRY STEEL JOIST GIRDERS: METAL ROOF DECK: SPECIALNSP LECTIONS: III ��' 1. BUILDING CODE - 1997 UBC WITH 1998 OREGON AMMENDMENTS 1. JOIST GIRDERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE 1. METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK SPECIAL INSPECTIONS SHALL BE PROVIDED DURING CONSTRUCTION FOR THE c +r INSTITUTE "� 'CATIONS AND COMMENTARY FOR STEEL ROOF DECK (1995). FOLLOWING: 1. MASONRY WALLS HAVE BEEN DESIGNED TO SPAN VERTICALLY AS SIMPLE SPANS K THE STANDARD SPECIFICATIONS FOR JOIST GIRDERS (1994) OF THE STEEL ECL , 2. GROUND SNOW LOAD - 25 PSF FROM FLOOR TO ROOF AND ARE DEPENDENT UPON NE COMPLETED ROOF STRUCTURE, JOIST INSTITUTE (SOI). 2. METAL ROOF DECK AND ITS ATTACHMENT TO THE STRUCTURE SHALL BE ' METAL ROOF DECK, AND COMPLETION OF ALL MASONRY WALLS FOR STABILITY AND CONCRETE: 3. WIND - 80 MPH, EXPOSURE B FOR RESISTANCE TO WIND AND SEISMIC FORCES. THE CONTRACTOR IS SOLELY 2. STEEL JOISTS GIRDERS SHALL BE DESIGNED BY THE MANUFACTURER. THE DESIGNED BY THE MANUFACTURER. THE MANUFACTURER'S ENGINEER SHALL BE MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY RESPONSIBLE FOR THE DESIGN, ADEQUACY AND SAFETY OF ALL METAL ROOF DECK. DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED 4. SEISMIC - ZONE 3 RESPONSIBLE FOR PROVIDING ALL NECESSARY BRACING AS REQUIRED FOR AND SAFETY OF ALL STEEL JOIST GIRDERS. ALL SHOP DRAWINGS SHALL BE ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE MANUFACTURER'S CONCRETE (EXCEPT SLABS ON GRADE). CONSTRUCTIONS LOADS, FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC SIGNED AND SEALED BY THE MANUFACTURER'S ENGINEER WITH THE ENGINEER'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS FORCES UNTIL THE ENTIRE. STRUCTURE IS COMPLETE. THE SHORING SHALL NOT SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED. LOCATED. RELY ON ANY MOMENT RESISTANCE CAPACITY OF THE FOOTINGS. BOLTS INSTALLED IN CONCRETE: 3. EXCEPT WHERE ADDITIONAL DESIGN LOADS ARE SHOWN ON THE STRUCTURAL 3. METAL ROOF DECK SHALL BE CONFIGURATION, DEPTH AND MINIMUM GAGE AS TO AND DURING THE PLACEMENT CONCRETE AROUND BOLTS 2. REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, Em, OF DRAWINGS, STEEL JOIST GIRDERS SHALL BE DESIGNED AS SIMPLY SUPPORTED SHOWN ON THE DRAWINGS. ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL PRIORFTO THE DRAWINGS ANY) OF REQUIRING SPECIAL INSPECTIONS.T FOUNDATIONS: 1500 PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO PRIMARY MEMBERS WITH ALL LOADS EQUAL. Ifo MAGNITUDE AND EVENLY SPACED BE AS SHOWN ON NE DRAWINGS AS A MINIMUM. SEE ROOF PLAN NOTES. ASTM C90, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF ALONG JOIST GIRDER TOP CHORD. 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1900 PSI. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. GROUT SHALL 4. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK. RECOMMENDATIONS MADE IN THE GEOTECHNICAL EVALUATION CONFORM TO ASTM C476. 4. ADDITIONAL DESIGN LOADS FROM ROOF TOP EQUIPMENT OR OTHER CONCENTRATED REINFORCING STEEL: PREPARED BY BRAUN INTER TEC CORPORATION DATED 20 JULY, 1998. LOADS SHOWN ON THE DRAWINGS SHALL BE CONSIDERED AS COLLATERAL LOADS. 5. METAL. ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. FOR CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE CLOSING OF 3. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED THESE LOADS SHALL BE CONSIDERED IN THE DESIGN OF THE JOIST GIRDERS. FORMS OR THE DELIVERY OF CONCRETE TO THE JOB SITE. '. SPREAD FOOTINGS SHALL.. BEAR ON SOIL CAPABLE OF SUSTAINING A NET OTHERWISE. REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND ALLOWABLE BEARING PRESSURE OF 2.5 KSF FOR INDIVIDUAL COLUMN FOOTINGSWEIGHTS OF EQUIPMENT. WHERE SUCH LOADS DO NOT OCCUR AT THE PANEL STRUCTURAL WELDING: AND 2 5 KSF FOR CONTINUOUS WALL FOOTINGS UNDER FULL SERVICE LIVE AND 4. CONTINUOUS WIRE REINFORCING (JOINT- REINFORCING) SHALL BE GALVANIZED POINTS OF THE JOIST GIRDER, AUXILIARY FRAMING SHALL BE ADDED TO THE VERIFY THE MATERIALS, QUALIFICATIONS OF PROCEDURES AND FABRICATED UNITS WITH A SINGLE PAIR OF 9 GAUGE SIDE RODS AND 9 JOIST GIRDER OR NE TOP CHORD SHALL BE DESIGNED FOR THE EFFECTS OF n-i MISCELLANEOUS: WELDERS PRIOR TO THE START OF WORK AND WELDINGDE PERIODIC DEAD LOAD. GAUGE CROSS RODSWIFABRICATEDASTM FROM TCOLREINFORCING STEEL LOAD. INSPECTIONS OF WORK IN PROGRESS AND A VISUAL INSPECTION OF ALL •__ ____- 111111111 3. FOOTINGS MAY BE POURED INTO AN EARTH--FORMED TRENCH IF SOIL CONDITIONS WIRE COMPLYING WITH A82.LLJOINT REINFORCING SHALL BE .10 SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS 5. JOIST GIRDERS ADJACENT TO WALLS SHALL BE DESIGNED TO SUPPORT IFIL TOTAL 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO WELDS (INCLUDING WELDING OF METAL ROOF DECK) PRIOR TO COMPLETION PERMIT. DESIGN LOAD WITHOUT EXCEEDING A DEFLECTION OF L/360. ALL ^.TrIER JOIST PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. OF WORK. INSPECTION IS NOT REQUIRED FOR WELDING DONE IN AN 5. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS. GIRDERS SHALL BE DESIGNED TO SUPPORT THE DESIGN LIVE LOAD WITHOUT TYPICAL DETAILS SHOWN ON SHEET S4 ARE APPLICABLE THROUGHOUT THE DESIGN APPROVED FABRICATOR'S SHOP. 111111111 4. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS EXCEEDING A DEFLECTION OF L/360. AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY ACROSS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED DRAWINGS. THESE DEI AILS ARE DEFINED AS GENERAL STANDARDS THAT ARE USUAL.LY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. NOT IDENTIFIED BY SPECIFIC REFERENCE WITHIN THE DRAWINGS. THESE DETAILS MAY HIGH STRENGTH BOLTING: EITHER SIDE OF VERT CONTROL JOINTS. 6. WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS, THE FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. MANUFACTURER SHALL DESIGN THE JOIST GIRDERS AND CONNECTIONS OF THE BE MODIFIED OR SUPERSEDED BY SPECIFIC DETAILS THAT ARE REFERENCED WITHIN PROVIDE PERIODIC INSPECTIONS TO INSURE THAT THE PLIES OF THE � • 6. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH JOIST GIRDERS TO NE SUPPORTING STRUCTURE FOR THE NET UPLIFT. THE DRAWINGS. CONNECTED ELEMENTS HAVE BEEN BROUGHT IN TO SNUG CONTACT. 5. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 18" BELOW FINAL. FLOOR SHALL BE GROUTED 'SOLID. EXTERIOR GRADE FOR FROST PROTECTION. 3. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL ANL' 7. JOIST GIRDERS SHALL BE PROPORTIONED SUCH THAT THEY CAN BE ERECTED MECHANICALRDRAWINGS. CONTRACTORNNDIS RESPONSIBLE FOR COORDINATING ANL STRUCTURAL MASONRY: 7. WHEN A POUT BE SLOPED DOWEL DOES NOT ONEET= UPOR WITH A IN6 VERTICALEBLOCK CORE, WITHOUT BRIDGING. 6 FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACK FILLING IT SHALL NOT BE MORE THAN HORIL�NTAL 6 VERTICAL. DOWELS REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. DURING THE PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. MAY BE GROUTED INTO A CELL IN VERTICAL EINF TENT, EVEN THOUGH IT IS IN 8. MINIMUM BEARING REQUIREMENT, UNLESS NOTED OTHERWISE: r AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 4. NO CPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF 7 WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE WRITTEN APPROVAL OF 111E PROFESSIONAL OF RECORD. REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE 8. REINFORCING STEEL SHALL BE SECURED IN PL.ACE BEFORE GROUTING STARTS. 4" ON STRUCTURAL STEEL AND DURING All GROUTING OPERATIONS. OF THE WALL. 6" ON STEEL BEARING PLATES OVER MASONRY OR CONCRETE 9. SPLICED REINFORCING SHALL BE LAPPED 48 BAF DIAMETERS OR '24 INCHES, 5. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE �" �"� 5 ANDEXTENT OF PERIMETER INSULATION w/ ARCHITECTURAL DRAWINGS WHICHEVER IS GREATER. 9. UNLESS NOTED OHERWISE, JOIST GIRDERS SHALL BE AT TO SUPPORTING WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. THE SPECIAL INSPECTOR SHALL BEA QUALIFIED PERSON WHO SHALL 8. VERIFY USE STEEL WORK OR STEEL BEARING PLATES WITH TWO (2 1/4" FILLET WELDS DEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL Iwomwwwwwwwwwwwwwwwwwwwwww PRIOR TO INSTALLATION OF FOUNDATIONS. INSTALL PERIMETER INSULATION AS (ONE EACH SIDE), '1" LONG, OR 'TWO (2) 3/4" DIAMETER BOLTS. 6. OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE FOR INSPECTION OF THE PARTICLLARTOTYPE OF CONSTRUCTION OR OPERATION DrawingReferences REQUIRED. tU. VERTICAL BARS SHALL BE HELD IN POSITION AT `OP AND BOTTOM AND AT STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS REQUIRINGOSPECIALNINSPECTION.H " INTERVALS NOT EXCEEDING 200 DIAMETERS OF MC REINFORCING, NOR 10 FEET. 10. JOIST GIRDERS AT COLUMN CENTERLINES SHALL BE BOLTED TO STRUCTURAL FOR SUCH OPENINGS. 11 VERTICAL REINFORCING BARS SHALL HAVE A MIFIIMJM CLE4 MANCE OF 3/4 OF STEEL WITH TWO +2) 3/4" DIAMETER BOLTS. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: W 1 7. THE CONTRACTOR !S RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION CONCRETE: AN INCH FROM THE MASONhI AND NOT LESS THIAJ ONE BAR DIAMETER BETWEEN BARS. 11. NO OTHER LOADS SHALL BE PLACEDON THE JOIST GIRDER UNTIL THE STEEL LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED No Drawin•s JOISTS BEARING ON THIS GIRDER ARE IN PLACE AND ATTACHED THERETO. EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, IMPOSED. MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE 52 FOUNDATION PLAN 1. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH AND DENSITY, IN 12. VERTICAL CELLS NWILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO 12. REPAIR OR REPLACE ALL DAMAGED JOIST GIRDERS. THE PROFESSIONAL OF DOCUMENTS. • ACCORDANCE WITH THE FOLLOWING: MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 2 1/2" X 3". S3 ROOF FRAMING PLAN STRENGTH DENSITY RECORD SHALL. BE THE SOLE JUDGE OI TO WHETHER A JOIST GIRDER CAN BE 8. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE • PSI PCF 13. GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO REPAIRED OR MUST BE REPLACED. CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/ FURNISH INSPECTION REPORTS TO THE OWNER, THE BUILDING OFFICIAL, AND _ EXTERIOR SLABS, CURBS, SIDEWALKS 4000 145 FORM A KEY AT THE POUR JOINT. OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S THE PROFESSIONAL OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO S4 TYPICAL DETAILS CONSTR'u'TION METHODS AND/OR SEQUENCES. THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF i'� +� UNCORRECTED, SUBMIT A COMPLETE LIST TO ALL OUTSTANDING S5 FOUNDATION DETAILS ALL OTHER CONCRETE (U.tJ.O..) 3000 145 14. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL. BE DONE IN ONE 9. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, i� r • 2. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE CONIINUGUS OPERATION. 10. CONTRACTOR'S CONSTRUCTION ANI)/OR ERECTION SEQUENCES SHALL RECOGNIZE AND THE PROFESSIONAL RECORD UNTIL ALL. CORRECTIONS HAVE BEEN S6 ROOF FRAMING DETAILS WATER--REDUCING ADMIXTURE IS USED. 1CI SLUMP OF CONCRETE PRIOR 15. ALL FOL TS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID AND EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS COMPLETED. �...r ADDITION OF A HIGH RANGE WATER-REDUCING ADMIXTURES ALL NOTEXCEED It,TO POSITION. STEEL ,JOISTS: DURING THE CONSIDER THE<EFFECT PERIOD. 4 . THE SLUMP OF CONCRETE D CONTAINING A HIGH RANGE WATER-REDUCING • ADMIXTURE SHALL NOT EXCEED 10". 1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING 11. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORI) IN WRITING OF SPECIAL INSPECTIONS WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, • 3. CONCRETE EXPOSED TO WEATHER SHALL BC AIR-ENTRAINED. AIR CONTENT (1994)H THE "STANDARD JIST SPECIFICATIONSNSFOR OPEN WEB STEEL JOISTS, "K-SERIES" ANY DEVIATION FROM THE CONTRACT DOCUMENTS. ' 'E CONTRACTOR SHALL NOT . OF THE STEEL JOIST INSTITUTE (5,11). BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL APPLICABLE CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE SHALL BE BETWEEN 4 AND 8 PERCENT. STRUCTURAL STEEL: WORKMANSHIP PROVISIONS OF THE CODE. ...��.1 _ 2. STEEL JOISTS SHALL BE DESIGNED BY THE MANUF ACTIPIER. THE OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, EIC., UNLESS THE • 4. THE COARSE AGGREGATE SIZE SHALL BE p 57 OR LARGER. CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: t',ANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF c 5. THE MINIMUM PORTLAND CEMENT CONTENT (ASTM C150) OF ALL CONCRETE SHALL ,+ND SAFETY OF ALL STEEL JOISTS. ALL SHOP DRAWINGS SHALL BE SIG JED AND STRUCTURAL OBSERVATION (AS DEFINED IN CHAPTER 17 OF THE BUILDING CODE) IS • SEALED BY THE MANUFACTURER'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. NOT REQUIRED. �'�' CONFORM TO THE FOLLOWING TABLE. (FLY ASH NOT PERMITTED) ALL W.F., CHANNELS, ANGLES, PLATES, ETC. (ONO) A36 STATE WHERE THE STRUCTURE IS LOCATED. SPECIFIED MINIMUM CEMENT CONTENT (POUNDS PER CUBIC YARD) STRUCTURAL TUBE A500 (Fr.46) COMPRESSIVE STEEL PIPE A53 ((Fy=35)) 3. UNLESS OTHERWISE NOTED, STEEL JOISTS SHALL BE DESIGNED AS SIMPLY STRENGTH NON AIR ENTRAINED AIR ENTRAINED ANCHOR BOLTS A307 SUPPORTED, UNIFORMLY LOADED TRUSSES WITH THE TOP CHORD BRACED WHERE. SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS A325 AGAINST LATERAL BUCKLING. THE UNIFORM DESIGN LOAD SHALL BE THE TOTAL PSI RCONCRETE BOLTS OTHER SPECIFIED TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED. { ) CONCETE WELDING ELECTRODES E7OXX ' 3000 470 517 SAFE UNIFORMLY DISTRIBUTED LOAD AS SHOWN IN THE SJI STANDARD LOAD •...� • 4000 564 611 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AN ERECTED RJ TABLE. • 6. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW WELL IN ACCORDANCE WITH 'HC AISC CODE OF STANDARD PRACTICE 1986), EXCEPT AS 4. WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS, THE ADVANCE OF CONCRETE PLACEMENT, CONCRETE MIX DESIGN SHALL INCLUDE ALL MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATION'. MANUFACTURER SHALL DESIGN THE JOISTS, BRIDGING AND CONNECTIONS OF THE JOISTS TO THE SUPPORTING STRUCTURE FOR THE NET UPLIFT. A SINGLE LINE SRNGTH DATA. NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT 3. THE STEEL STRUCTURE S A NON-SELF-SUPPORTING STEEL f RAME AND IS OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOTTOM SPECIFICATIONS FOR EITHER THE TRIAL BATCHHOR FIELD EXPERIENCE METHOD DEPENDENT UPON DIAPHRAGM ACTION OF THE METAL ROOF DECK AND CHORD PANEL POINTS WHENEVER UPLIFT DUE 10 WIND FORCES IS SHOWN ON AND SHALL BE • CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE WHERE ATTACHMENT TO THE MASONRY WALLS FOR STABILITY AND FOR RESISTANCE 10 THE DESIGN DRAWINGS. NE STRUCTURE IS LOCATED. ATTACHMENT AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE 5. WHEN NONUNIFORM OR CONCENTRATED LOADS ARE SHOWN ON THE DRAWINGS, t 7. REINFORCING SHALL CONFORM TO ASTM A615, GR60, UNLESS NOTED OTHERWISE. ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. THE MANUFACTURER SHALL DESIGN THE JOISTS IN ACCORDANCE WITH • • • mw 4.1 OF THE STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. K-SERIES. BID DATEIJ,�I_0 71999 C9. Alt REINFORCING SHALL. BE OE i,41LED, FABRICATED AND PLACED, IN NLETNS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE • CADD NAME: BP99St PROJECT NO.: _ 898636 ACCORDANCE WITH ACI DETAILING iAANUAL 1992. ONLYNN INTENDEDON10 SHOW THE RELATIONSHIP I SMHL CB NCCTED. 6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE SJI INTO CFONNECTION DETAILS INDICATEDON THE DRAWINGS SHALL BE ALLINCORPORATEDSPECIFICATION. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE PLACED AND DRAWN BY: MTW CHECKED BY: • 10. ALL REINFORCING SHALL BE INTO IN FORMS, SPACED WITH NECESSARY INTO DRAWINGS STALL BSIGNED CONNECTION DESIGN. SEEYEACATOSPECIFICATIONS. ALL SHOPEER STEEL JOIST ENDS FIXED PRIOR TO THE APPLICATION OF ANY LOADS. BRIDGING PROTOTYPE DESIGNATION• 1999 BRU 37K v. 0.99 ACCESSORIES. AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE. SHALL SEAL SIGNED AND SEALED BY THE FABRICATOR'S LOCATED. WITH THAT TERMINATES AT, OR IS INTERRUPTED BY, STRUCTURAL STEEL BEAMS, --' WITH CRSI MANUAL. OF STANDARD PRACTICE" 1497 . THE ENGINEER'SSEAL MAFOR THE STATE WHEREDESIGN THE STRUCTURE OIS SONLY." MASONRY WALLS OR CONCRETE WALLS SHALL BE ATTACHED THERETO. ( ) ENGINEER'S MAY BE QUALIFIED "FOR OF CONNECTIONS COORDINATE BRIDGING LOCATIONS TO AVOID INTERFERENCE WITH ALL • 11. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: 5. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT. 4 4 WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. UNFORMED SURFACE IN CONTACT WITH THE GROUND. 3 IN. 7. MINIMUM BEARING REQUIREMENTS, UNLESS NOTED OTHERWISE. • "26. UNLESS NOTED OTHERWISE, BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR@Q@@(2) 3/4" DIAMETER ANCHOR BOLTS WITH 4" HOOK AND 1'-4" EMBEDMENT. ON STRUCTURAL S11EL O FORMED SURFACES EXPOSED TO EARTH OR WEATHER. MASONRY. UNLESS NOTED OTHERWISE, ANCHOR BEAMS TO MASONRY WITH TWO 4"2-1 ON STEEL BEARING PLATES OVER MASONRY ORCONCRETE 1 C'+377 WATSON ROAD #5 BARS AND LARGER 2 IN. BARS AND SMALLER 1-1/2 IN. 8. UNLESS NOTED OTHERWISE, STEEL JOISTS SHALL BE ATTACHED TO SUPPORTING ST. LOUIS, MO 63127 SURFACES NOT EXPOSED TO EARTH OR WEATHER: STEEL WORK OR STEEL BEARING PLATES WITH (2) 1/8" FILLET WELD (ONE EACH PROJECT MANAGERS FORMEDSIDE) 1" LONG, OR WITH A 1/2" DIAMETER BOLT. +.� 9. STEEL JOISTS A,T COLUMN CENTER LINES SHALL BE BOLTED TO STRUCTURAL �� t BEAMS, GIRDERS, AND COLUMNS 1-1 j2 IN. STEEL WITH (2) 1/2" DIAMETER BOLTS. WriERE STEEL JOISTS DO NOT SPACE TO COLUMN CENTER LINES, USE BOL.ED CONNECTIONS FOR THE STEEL JOIST CLOSEST I SLABS, WALLS, AND JOISTS TO THE CEN TER LINE. #11 BARS AND SMALLER 3/4 IN. #14 AND #18 BARS 1-1/2 IN. gi, 10. HOLES IN STEEL JOIST CHORDS WILL NOT BE PERMITTED, EXCEPT FCR BOLTED CONNECTIONS AT THE BEARING END OF THE STEEL JOIST. 12. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS 11. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILING, -_-_ __-- \ /rig )1f 1 CLASS "B" PUCE. WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE FIXTURES, ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST -`CLASS "B" SPUMES. SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL. POINTS OF THELOFESSIONAL TENSION SPUCES (INCHES) COMPRESSION SPLICES STEEL JOIST. METHODS OF FRAMING THAT INDUCE: BENDING TO THE STEEL JOISTIL,�N IN RING COORDINATION NOTICE RECORD: (INCHES) CHORDS OR WEB MEMBERS WILL NOT BE PERMITTED.BAR TOP BARS OTHiER BARS 12. REPAIR OR REPLACE ALL DAMAGED STEEL JOISTS. THE PROFESSIONAL OF RECORDNOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRI _TION PROJECT: IES C. ALBERTS SIZE A B A B SHALL BE THE SOLE JUDGE AS TO WHETHER A JOIST CAN BE REPAIRED OR MUSTBY 4-821-1100 BE REPLACED. 1.) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED OTHERS. '., •1621 21 16 1621 15 2..) CONTRACTORS RELYING JN DOCUMENTS NOT COORDINATED WITH THE CIVIL 21 28 1621 21 15 5 27 35 21 27 19 ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. 2735 46 35 23 -.S, ! ' ( :/., , , 1 . 6 48 62 37 48 26 .3.) COORDINATION WITH THE CML ENGINEERING DOCUMENTS HAS BEEN COMPLETED [IgiA.:Sti � 8 63 82 48 63 30 ONLY AS SHOWN BELOW.. 9 80 104 61 80 34 • 11 101 131 78 101238 CIVIL ENGINEERING CONSULTANT IS: ALPHA ENGINEERING INC. --� N ,Iona! Of ice 11 125 162 96 125 42 COMPRESSION DOWEL EMBEDMENT. 22 BAR DIAMETERS PRQILAND, OR 1 From oad-- - - . LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2". aramus, J 07652 13. BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW GRADE SHALL BE CIVIL SHT. 1 CIVIL SHEET REV. REV. REV. REV. REV. REV. ( 01) 599 7800 COVERED WITH A MINIMUM OF 3" OF CONCRETE. DWG. NO. DWG. TITLE NO. DATE NO. DATE NO. DATE - 4 OF 18 GRADING PLAN 3 10-'28-98 � This drawing is the E lusiv Property of - 1- __----- --- ---I-------- -- TOYS "9" US. The inf m tion shown may not be used nor the Drawings Reproduced `-- _ without permission of TOYS "SI" US. - - -� -_. Y L • O C a t I O I - ` ' COORDINATION CHECKED BY I _ . DATE TI G A R D , OR. DISCIPLINE:STCTJRAL MA03098 - • _ __ _----__.__-- Drawing Title STRUCTURAL NOTES . . . , . . .. . . .. Scale Date No.• AS NOTED k •a MEC 1999-00244244 ELC 1999-00551 Cur 1999-00223 Sheet NLM 1999-0U I I.i • S .1 7805 DARTMOUTH 12Sil Pc; SI of iol i ; If this notice appears clearer than the JUN 0 1 2000 docnme nt, the document is of niarkin:>II yusllity. Il Ill'fl11 l l lllcd I lIII I III I 'IIIjIII I I 'I'I I I III li(li .L_�' 11I II111ji 1 M I illi l II. ! Il; !' ; I! ! illl: l fIj' lljjlj :jl ilijgiiiiHiiiiik ! IIIjIII !111 ! IIIII�IIIIIIM1111 1jj+l,, ' . , •i � ` Il II III I l a • l hyo. INCH (MADE IN 04194 1 • � ir '" I IIJ! Illcm i jll !I lIl III ( 111! ! I 1 IiIINI11 11HI�lI 1111111 I IIIllilllll) Illi ! II11I III I lt�lllt.iiil tflT{illj!!Iilfi!liillfl+J"Ml11i1��I�ttl!'11!!jl!I!!111I1iliililli; �i{iI�!!'�IIIIII�! ' ';IL�I'LIII:11�;;1 ;;;;111111t111�lfllllllf�tlllll{IIIIIIIItt �� lu!IIII I , II 111 .11�. tIJ .lal�l !l! l, 11 �. M ..�.. ......�.� __,.._.._ J ,_.I -l. I. . _ _ .I .. . • . 4 I . . 1 a - __- _. - , _--_----__� _ I Revisions s - • SLAB SCHEDULE _ T • No Lute Descri•tion • LOCATION THICKNESS & REINF. SUBBASE —� !-16-99 PERMIT APPLiCAT101. r - _ 1111 FOUNDATION DETAIL CLARIFICATIONS SLAB ON GRADE 4" CONC. SLAB ON GRADE 6 MIL VAPOR BARRIER -r W/ 6x6-W1.4xW1.4 W.W.F. & 4" GRANULAR SUBBASE III� „ RECEIVING -_-_-- 4" CONC. SLAB ON GRADE REINF 6 MIL VAPOR BARRIER W/ 6x6-Wt.4xW1.4 WW :. & 4GRANULAR SUBBASE C © 0 \ ("ii) ( I) 8 a 182' 6' COMPACTOR PAD ----- 2 O 3 6 CONC. SLAB ON GRADE REINF. 4" GRANULAR SUBBASE �-_._-_ �----------•- GENERATOR PAD - W/ (2) LAYERS 6x6-W1.4 x 11-5!L+" / 34' 6" 34' 6' 34.-6" 28' 0" 24-0 / -- Wl 4 W W.F 2`,' a 4" 1 I " I11 5 8" __,32'-0"___ TRUCK SLAB 1 SIDEWALK - 4` CONC. SLAB ON GRADE REINF. 4" GRANULAR SUBBA`,f - W/ 6xe-W1.4 x W1.4 W.W.F. III y i ---- . i _ —_ FOOTING SCHEDULE I i . . - .�,/ V.�tiv-✓ ✓'_. ^..rw w-.i"`W moi^ -✓'�-vv `W'Yv�/ ��. .�vv✓ i-�/'�- ��v^J�'v-✓vim a , A 4 . MK. SIZE REINF. (EA. WAY TOP & BOTTOM) 1 �� . _ SIM. 1 I i S2 SS e LA .�- 13 r Ts2s5 ----i— -- - --- IIII= . 1 - 1111 F1 S'-O' x S'-0" x 1'-O" (5) 1� --- X - ---- --- � S5 1 S2 S5 �, �� F2 _ __,-7 - 'IM F3 3'-0" x 3'-0' x 1'-0" (3) M6 -- . — - _ �'J _-_ _ �� Z f - _,_ ___77-J___-_." ...- -�_ 1 - _ N) `�Ai , €111 - _ -____ . .1.__...__ - _-.. _�,. _ .. .. .., � .rte. -- Y OF III MN= - i.-�•�. ,,__/�-�^ / 1- -/'- „/�.� -/_.�_^^�_/`.�^-/�_" -^ham/---/`--..-./'+`/vim/✓`icei /�_/`�/ ._/��/�/� ♦^-��ti.� �_./`�`•^-^ "\/ .. r 1 2 F) aim mom I - rYP. O D I- 2A 1111111111 - -- — - COLUMNS o11111= • _- `� l_. .1__ _-_- _ -_-.� _-- CONTROL JOINT ___ ---____-- ----___.-- - 6_____- CONTROL JOIN.i.. I S2 S5 • _ t .r) � 1 U t- I ' , q • ® ILS I Drawing References s2 s51 No Drawln•s • 0 I - • CONSTRUCTION OR - -- _ I_ -?>/ LJ( � OIN r( ' TRJT � � L � _1 !- /Q 1 q/17 33 ROOF FRAMING PLAN I ., I I • a TYPICAL DETAILS • i •, ' I 3' FOUNDATION DETAILS I ' � o I ) LUN IRUL JUIN I I w. J I I ilii ROOF FRAMING DETAILS _ v---- - - -- — — - _ 1 ) Li J--- Ill .1 --,----s---1-1 t@ 1== . . . _II 1 .1 �� SIM. ' � ' EXIT. A F F`/ F� F` ,�•� Ii s2 s5 JOIN R� Si- S5 CON ,� FOUNDATION PLAN NOTES: �xT. oorts 1 Jill. 11111. • 1 I (— CONSTRu-'TION oR 1- - I— f J' 1. SEE SHEET Si FOR STRUCTURAL NOTES D r_-- I , I- L -J CONTROL JOINT _� -J I. 1 \` I S2 ..S.5/ii 1111 • 2. SEE SHEET S4 FOR TYPICAL DETAILS t 5255 I V� _l_ CONYROL : jig _,_,� �„ ULUMNS�� I I JOINT . , • 3. ALL ELEVATIONS BASED ON FINISH FLOOR ELEVATION OF 100'-0" FOR REFERENCE ONLY. I ) I! 2 SEE SITE PLAN FOR ACTUAL. FINISH FLOCR ELEVATION. 1- I- ,_ •- z Z z z z Z F_ S1gS0 cY 4. TOP OF FOOTING ELEVATIONS AND BOTTOM OF FOOTING ELEVATIONS SHALL BE DETERMINED :, u q 51q CONTROL. JOINT q q q c `-� I oIII BY THE CONTRACTOR TO CONFORM TO THE CRITERIA LISTED BELOW. STEP FOOTINGS - -- �� 1 I CONTTi0L1 WHERE REQUIRED BY SITE CONDITIONS (SEE "TYPICAL STEPPED FOOTING DETAIL"). -, ;� r. d got JOlfff1111 5. THE TOP OF EXTERIOR FOOTINGS SHALL. BE NO HIGHER THAN THE FOLLOWING. )U A z 1 o a c.)) 0 v 0 0 c> v v U v U 1 • • A MINIMUM OF B" BELOW FINISH FLOOR S2 SS III • A MINIMUM OF 6" BELOW LOWEST EXTERIOR GRADE (COORDINATE WITH SITE GRADING PLAN, SIM - I I I <� - 1 O • AT DEPTH REQUIRED TO AVOID INERFERENCE WITH ANY OTHER CONSTRUCTION BID DATE: 5-7-99 (PIPES, CONDUITS, ETC.) SEE 'TYPICAL PIPE AT FOUNDATION DETAIL" I . ) _ -- J • AS REQUIRED TO PLACE THE BOTTOM OFF TIN IFROST I7 I CONSTRU"Tll)1V OR I— I I- I! \l ' CONTROL_ • BP99S2 • 898636 Si S5 Q FOOTING BELOW DEPTH �____ -__.__- - ___-_- _- C;ADD NAME. PROJECT NO.. • (SEE GENERAL NOTES) I I 1 I 0 •• • _ �•J L •� CONTROL JOINT L_ J L*� -- I '� JOINT • DRAWN BY: - MTW _ CHECKED BY: -Ji -' 6. LOCATE TOP OF FOOTINGS 8" BELOW FINISH FLOOR UNLESS NOTED OTHERWISE, I �' c, PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.99 U D E WISE, WHERE o PILASTERS ARE USED TO SUPPORT COLUMNS, LOCATE TOP OF PILASTER 8" BELOW FINISHr. o •I FLOOR UNLESS NOTED OTHERWISE. I I 1 II "' ' 1 7. ALL FOOTINGS SHALL BEAR AT DEPTH NECESSARY TO ACHIEVE THE ALLOWABLE ) II - - ---- BEARING PRESSURE (AS DETERMINED BY THE GEOTFCHICAL ENGINEER) AND FOR EXTERIOR — - _� w II ) CONTROL JOINT 06 nnO@ a • FOOTINGS, AS REQUIRED TO PLACE THE BOTTOM OF FOOTING BELOW FROST DEPTH --- - LOLL JJ • (SEE GENERAL NOTES). FOOTING THICKNESS SHOWN IS THE MINIMUM REQUIRED. "' �� j10 I' 52 S5 10877 WATSON ROAD FOOTINGS MAY BE THICKENED WHERE REQUIRED. I s' 0 ST. LOUIS, MO 63127 8. WHERE FOOTINGS ARE TO BEAR IN CLOSE PROXIMITY TO EXISTING OR PROPOSED FOOTINGS I '� PROJECT MANAGERS ' FOR ADJACENT CONSTRUCTION, COORDINATE WITH ADJACENT ';ONSTRUCTION SO THAT ALL I''I I _S . FOOTINGS BEAR AT THE SAME ELEVATION. ADVISE PROFESSIONAL OF RECORD WHERE `•�, �-- --. BEARING ELEVATION OF ADJACENT CONSTRUCTION DOES NOT PERMIT COMPLIANCE WITH THE �j�"� �' S2 rn, ` ??��^J • SIZES AND DETAILS SHOWN, OR WHEN THE REQUIRED ALLOWABLE BE \RING PRESSURE I - CAN NOT BE ACHIEVED (AS DETERMINED BY THE GEOTECHNICAL ENGINEER), 'II - ._ -)T! _-_— I-w I CONSTRUCTION OR (-R I I _ - ? COIJIMN �E PR Df ��../ '� I �A ) L_ .J L- 1 CONTROL JOINT L _I I .._J J - i , 1 I 0.,(--, JUN 3 p 1999 -\``' \N• SI S2 Sb , 27 YF'. �p �C, i • • SIM 1 II COLUMNS n 10,10' / ' ' CONTROL JOINT PROFESSIONAL l I s2 s4 _- OF RECORD: �q • N ��. _. _ )AME; C. ALBERT` = / 2! ��' `' • \. I_ I TYF'. o PILASTERS Ii s2 S5 . X14-821-1100 �' AL�� r I I ' CONTROL JOINT II _ 1 ) IlMil l''I' - Its1 7 ,)-(< ,,,'L .1, l �A ;�� __ -- - _..� . _�w� __.... 1 -` 1 T_- _..--- - - _. _ _ _ ..... _ __ Nov ----- . .�. ---�J 46 Fro Road ' I I ( J ,� N• lona, Office • 1 �. -/!rk 1.. .. ..... .. . . I 1 I I I 1 Par u NJ 07652 / 1 •2 Si -MASONRY PILASTER (SEE ARCH.) 1 fj I 7 MASONRY PILASTER (SE ARCH.) t,201 5!9-7800 IM' • REINFORCE TO MATCH TYPICAL S2 EDGE OF > . S,3 REINFORCE TO MATCH TICAL WALL REINFORCING (SEE 1/S5) SLAB AND I WALL REINFORCING (SEE 1/S5) 1 S2 95 CONC. CURB 1 .. EDGE OF EDGE OF--" "0 EDGE OF MASONRY T`IP. 0 DOOR t, -„ PILASTER. ' This drawing Is the Exclusive Property of PILASTER. t• 3" 2' 9" 'f TOYS 'W US. The information shown may 1 I 1, f EDGE OF MASONRY 1 II not be used nor the Drawings Reproduced r/ II without permission of TOYS H US. t t H" 25' 0 .1/4" 21'--5 5/8" 33' 0" 21'--8" 33'-0" 3/8 21' 0" r/P" 27' 5 1 I 1 18?'-6" 1 1 1 _- _ _____- -- _ -•__ LOCatIOn (--0 2 2.6 ( ..)r- 4.2 5.?_ 6 7. . _... . • . TIGARD , OR . • Drawing Title •• FOUNDATION FLAN • / \ Scale i Date MEC 199--011244 PLAN N OR H FOUNDATION PARI AS NOTED b-7-g9 r_'LC 1999-Oo551 SCALE: 1/16"-1'—O" Sheet Na. BUP 1999-00223 "-") A . LM 1499-001 /3 7805 DARTMOUTH PG52of101 • I If this notice appe:,rs clearer th:ul the JUN 0 2 2000 (Iticunlenf, the document is Of marginal quality. microfilmed 1111 IIIIII111111111111111 111111111111111 IiTTi I1 ' III11111IIllliiIIIII'llillifillill 1 (111 . ,1 111 (111(1:11 ilii( iiilllilillliii 1 Il11111 01111 1 IIIII�IIIHIllliil111II1illi , "' ` ' i':r.; • I INCH II MADE INCHINA I I I I "'f�L _ . ' •:40' p5. , a ifi ,m Z 3 .._..___ , A 1�i�111 11 11 —i (( 11 �l �r �� ie— �1- 4' 1 } L.. 1; ; ; ".. , ; I.. ,�1�1111 11�i�11 •,i�� 1 fir I �4��„I ��i1, IIII,,�II� II;I+II�II!I{II!IIII!:;Illillli;l !!i i (111II►: I 11111111111111111111141111111111!11111IIIIIIIi1!!II!!1!!I1IlIIIIIIIIli111111!!lfiIIIIII1IIIIII 1IIIIIIIIIII!llillli:!.i�i Illi.!!Il11.. :3 11111!i11i!!IIII.!II11!.I ll III:,•.:,ill(:,11.,!Iuililli :,ill„!,,,,II,II,. .I .,, ,li I i 1, . I ' . . . . . . . Nommosamoommoor • • ' Air . Revisions • --- No Date Description _i 2--16-99 PERMIT APPLICATION ROOF PLAN NOTES: '• 1. SEE SHEET Si FOR STRUCTURAL NOTES. KICKER LOCATIONS/NOTES 2. SEE SHEET S4 FOR TYPICAL DETAILS. �� 3. TOP OF STEEL (T.O.S.) EQUALS TOP OF STEEL JOIST/UNDERSIDE OF METAL �� • DECK. BEAMS AND JOIST GIRDERS REFERENCF_D +!- FROM lOP OF STEEL. .� � © � © 1�t3 ) � ("'"a �� 0) �) -J • 4 METAL ROOF DECK SHALL BE 22 GAGE, 36" WIDE, 1 1/2" uEEP, WIDE RIB 214'-6" -_ ___-____ -_ ROOF DECK AND SHALL BE CONNECTED TO FRAMING MEMBERS AS rOLLOWS: - --- - __ -_ - 34'-6 28'-0" _ .._ 24,-0. _ 32, 0° 11 5 8 1111.111 (DIAPHRAGM SHEAR - 486 PLF) i! 5/8„ )I,' I' ,//-1" 34'-6•'_ ___.___... ._ -- ___ • A TO ALL TRANSVERSE SUPPORTS, 5/8" DIA. PUDDLE WELDS 7 PER SHEET. B. TO ALL SUPPORTS rARALLEL TO FLUTES, 5/8" DIA. PUDDLE WELDS, 11.1= ..PIMIIIIMP . I 1 - o s '.).C..c. I I , C. SIDE SEAMS, #10 :CREWS (BUILDER), 8 PER SPAN. N 5. STEEL JOISTS IDENTIFIED ON PLAN AS "SP" SHALL BE DESIGNED FOR THE 111111= UNIFOFM LOAD CAPA..ITYAS SPECIFIED IN 1:1E SJI STANDARD LOAD TABLES) • ) .-•,,--�•-i--�-.---,�•,�-- '-., ..---,,.,,.-..- -- ,✓'mow-.�- `�• 1 IN ADDITION TO THE CONCENTRATED LOADS SNJWN ON THE PLAN. STEEL III A; 1 JOIST GIRDERS IDENTIFIED ON PLAN AS -SP" SHALL BE DESIGNED FOR THE OPENING i oR ROOF HATCH. I � (SEE TYPICAL RU7F OPENING i UNIFORM PANEL POINT LOADS SHOWN ON THE DRAWINGS IN ADDITION TO THE I DETAIL, St,T S4) - CONCENTRATED LOADS SHOWN ON PLAN. ALL ITEMS SUCH AS MECHANICAL 0 TION PARAPET EQUIPMENT, DUCT WORK, PIPES, CEILINGS, FIXTURES, ETC. THAT ARE TO BE a JOIST3SUPPORTED OR HUNG FROM SHALL BE FRAMED WITH •• PANEL POINTS OFJOIST /_AUIDITIONAL , I , �► 'L G� ' STRUT DETAIL). METHODS OF FRAMING THAT INDUCE BENDING TO THE JOIST G) Li.. 40G6N4.7KSP C ' 4UG6N4./K Gj 40G6N4.7K 36G5N4.6K <' 32G4144.9K C' 40G6N4.41t rt ) 32G51J4.1KSP _ -_� ----- CHORD OR WEB MEMBERS WILL NOT BE PERMITTED. COORDINATE BRIDGING t c == - _ . tl � ? 1 2 �� ! 2 t ? 2 t 7 -2 1 2 (- I 2 " LOCATIONS SO AS NOT TO INTERFERE WITH .\NY MECHANICAL EQUIPMENT. I T.0._ 120'-6 1/2 , 0.] --- I 6. STEEL JOIST CAMBER SHALL BE PROVIDED AND SHALL CONFORM TC ACTION JOIST MANUFACTURER . f 1 1 S3 S8 4.7 OF THE SJI SPECIFICATIONS, STEEL JOIST GIRDER CAMBER SHALL. TO DESIGN BRIDGING Y�� 1 1 - CONFORM TO THE SJ! SPECIFICATIONS. FOF KICKER LOADS ,c.) ) RTU `, ] DEAD LOADS SEE 6/S6 -- x �� SEE `.I ILEI S 1 S8 �U ,n I I I BUILT-UP ROOF W/GRAVEL 5.6 PSF ;�. • 22C7 SII 1 ?:"7 JO STS ,. in INSULATION = 2.4 PSF ) F� -" ... - - - 1, 11 • METAL DECK 2 0 PSF SIM. 0 IIIOP References p JOISTS = • _ _ SAW CUT OR "T" SHAPED __��,._ _ -_- --- -:. Bt NOTE: PLASTIC CONTROL JOINTS , I 1 SLAB ON GRADE-•7 --4CONTRACTOR SHALL VERIFY (AT CONTRACTOR'S OPTION) VARIES • - LOCATION OF ALL UNDERGROUND - PERMIT APPLICATION ----- ---_.-_._-_----- � , SLAB ON GRADE- PIPING, CONDUIT, ETC. W/ AF PROPRIA fE ili 2-16 9d ' ai (,..„,., ,,:: ..i. SLL PLAN ` ---'----- SUBCONTRACTOR. ADJUST FOOTING ROOF BEAM (2) 1y6 BAkS COtJT. �� '1 ELEVATIONS AS REQUIRED. SEE ROOF ROOF JOIST MIN. 2'-U" PAST I" ,,+ , o SEE • ROOF PLAN m - ` FRMG PLANJAMB x--- x x 1 IIIIIIIIIII "'�" - _I coX 4 PROVIDE 1" CLEAR .•,, �� -, r WALL VERTICAL REINF. - ; a c 1 x ,rte,�rrti�,,.,F, • �, t BETWEEN PIPE AND HOOK 0 BOTTOM g o Sl-EEVE TYP. (CAULK .,p,r.,, ' IM 3/16 1T - o a CONC. BLK. WALL-u'''‘, , WHERE NECESSARY) CONC. FILL NOTE: li j �-- 3/8" STIFF. PLATE I i " j III ��Y� EACH SIDE • -- - --- o JOINT SAW CUT SLAB WITHIN 12 HOURS • Ii • `? <: - AFTER • CONTftOLHAS J0INT BEENPLACED. • i 1 `' I Mil -�--- I I I 1111VZ SLAB ON GRADE-1 1:4 SLOPE �w 3/16 �/ !vii 3/16 V 1 1/2 0 6 �' �.:' ' tfi'-0" AFF - - _ 9 II '\ �` I 2 BARS 1 / x t- -+ III k _`, O N6 l I I �'" CONT.--MIN. F _.__ - , � �1 ll 12 �V/ x_– — z z- 1 EACPLAH SIDE) 2 -0 PAST A A 1 ` in iiiiMI I I -CAP PLATE W/ �1 EACH B-B ,2)A.-1.40,3" AM© - 2 _ `� _------�F --•- I I (4) 3/4" DIA. MASONRY WALL PROVIDE 1" CLEAR BETWEEN PIPE AND A325 BOLTSSLEEVE TYP. (CAULK HEI #6 VERT. FULL _ ___ -(1) O5 VERT. (W/ #4 DWl_. I i'f--COLUMN HEIGHT OF WALL r IN1O FTG. TO MATCH) LINE OF MAX, WHERE NECESSARY) " - /111 aIIIIIMIMIIIIIIIIIIMMIIIIIIIIII (W/ #4 DWL. INTO GROUT CELL SOLID EXCAVATION DEPTH T/10 ADJACENT TO FIG. - CONC. FILL _ 2'-0" MIN_ -_. T/10' MINIMUM) NMI 11111111111111111111111111111111111111111111111 FTG. TO MATCH) T ---- GROUT CELL SOLID • • • • •• ! w o . . z , CONSTRUCTON JOINT INN TYP. DETAIL AT BEAM SPLICE h . 1 ` _—'�._ • 1��1 - S'-4'-_______ FOUNDAI1 • )1 T NT SLAB JOIDETAILS TYP. LINTEL BEARING , NOTE: - (2) LAYERS �6 ( �" O.C.-GRGIIT SECTION __- __-- 1. PROVIDE UNDER 5 SECTI SECTIQN aECTION SOLID . NNE . LINTEL FOR AMINIMUM - SCALE: N.T.S. of SEVEN (7) DAYS LE: N.T.S. A-A •g S4 SCALE: N.T.S. S4 S4 SCALL N.T.S. ._ FP irom AFTER CURING. (3)-# 4 X 6'-0" LONG IN SLAB ON GRADE AT COLUMN -' L 3x3x1/4x 12" LONG W/ �' WHERE NO CONSTRUCTION OR • BEAM OR JOIST BEAM OR JOIST - (2) 3/4"0 ADHESIVE ANCHORS. lh� �� NOTE CONTROL JOINT OCCURS r:- I TYP. ROOF OPENING DETAIL SHOWN CONTROCONSTR��JoIONTSR Drawing References --- - -- — -- APPLIES TO ALL ROOF OPENINGS - -,�, I /1 _I a WHERE LEAST DIMENSION IS 1 N OR « « FILLER. No Urowln e 1 I LARGER. REINFORCE ROOF OPENINGS T r LESS THAN 13" BY WELDING 16 GAGE 2 N MIN. 1/2" PREMOLDED SHEET METAL 1'-0" WIDER THAN DIAGONAL BRIDGING :+1 STRUCTURAL NOTES A A OPENING TO METAL ROOF DECK. 1 I IN EXTERIOR SPACES CONT. FOOTINGi -1 57 FOUNDATION PLAN Il + WHERE DIMENSION "E" IS LESS THAN ' -, -J kOOF FRAMING PLAN T I 6" ANGLE MAY BE OMITTED. I r- 011 • • .- 1 n I 2 t� s T COLUMN FOUNUAIIUIJ DETAILS •F• 1 I- •,J p $ L, < o I I 1/2" PREMOLDED FILLER E •f ' IffI ROOF FRAMING DETAI:_S x} I JOIST LiI�IDGING SLAB ON GRADE II I I - WELD TO ANGLES I 1 \ \ n �_ I , I ./.___iz— 1111 BARS TO MATCH -� /-CONT. FOOTING0 CONT. FOOTING REINF. .0/ II . �1- - -. -� TYP. JOIST �RIDGII�_ AN ti 111111111 I • MIN -+► L3x3x1/4 (TYP.) .� _ PROVIDE ANGLES AS B B REQ'DSECTION 1111 PROM TU FRAME OPENING. I -� TYP. STEPPED FOOTING DETAIL _ TYP. SLAB COLUMN DETAIL PROVIDE JOIST STRUT AS L REVD. SEE TYP. JOIST LOAD -ti STRUT DETAIL. io • SECTION 6 __ SECTION _ 2 SECTIONS lig 1111 TYP. ROOF OPENING _ ilv S4 SCALE: N. T.S. \ 4S4/SCALE: N.T.S. S4 S4 SCALE: N.T.S. III f (2) 3/4" DIA, 0I BID DATE: +--•- COI JMN CADD NAME: BR99s4 PROJECT NO.: BOLTS (TYP.) (2) 1/2" DIA. BOLTS (TYP.) 189�8,6,,3�6 ! �_,.� `- -1 DRAWN BY: MTW' CHECKED BY: V1/ T -- 3/16 1" IY� __ ��.cc PROTOTYPE DESIGNATION: 1999 EMU 37K REV. 0.99 -_ 3/16 / 1 , ' ` 1 4 1 \. // — �t.Irs�iriasww�w i > > i. f , _ 11- .• ! i i FINISH FLOOR-�.� 3/16/ � \ CAP-� i j 3/ �\ . , II '� � .._— BASE PLATE A - A PLATE -•---- , ii • (2) L4x4x1/4x6" LONG 3/16 __ i 3/16 ' ' ' �� r .�sar f fi �� ' BOTTOM OF 1/4" LEVELING PLATE \ BASE PLATE OPTIONAL) 1087 WATSON ROAD ( LOUIS, MO 63127 1.--- ST. L4x4x1/4x6" -- L 1 LONG �_ - - 1 46 B DIA. 3/16 - JOIST GIRDER ! I �-+101ST GIRDER OR 24� MIN. 1 GROUT r t I1f -1 -- 1 STABILIZER PLATE (VERIFY I �S - 5 PROJECT MANAGERS STEEL COLUMN-- - ••-• THICKNESS REVD W/ JOIST TOP OF FOOTING-' , -+---ANCHOR BOLTS - SEE 3/1b �, ( GIRDER SUPPLIER) DO NOT OR PILASTER- "' SEE TYPICAL BASE PR I SEE SCHEOUI_E � ,- lr et BEAM OR .,01ST WELD JOIST GIRDER TO �� f'SS' CORNER BARS SEE PLAN PLATE DETAIL. FQ PROP ��- STABILIZER PLATE t = MATCH SIZE & SPACING OF HORIZ. BARS. WHERE , N I \� f FR iu 3/16 I" SIZE & SPACING DIFFER MATCH LARGER AREA. - 1 '- •, ? w 1_4" '-), ,105 MA( IILAM ,i: ) _ �� T' JOIST R CORIiE L. 1.1L . P ,L ( PROFESSIONALRE �•9 �o, , )R ., 1-:•--1- C - c TO COLUMN CONNECTION AND ff,_TR,�S.C _OF SONRY TYP° C, r. BASE OF,JAMES c. .�LBER 21, \� BON BEAMS 314-821-1100 s c �,��' � � SECTION SECTION SECTION ED Ng �SCALE: N.T.S. LI S4 S4 SCALE: N.T.S. S4 SQ SCALE: N.T.S. VA� • TLINE OF INSIDE- �`� EAM OR JOIST BEAM OR JOIST BEAM OR JOIST '-�� FACE OF RTU CURB -� '�'"'"""" `- --- ` ( MASON!?Y WALL Nati nal ffice - ___ 461 • o Road r ED EQ. NJ 07652 I --._.. -- -- -- -- --�.,:- ..P..----i.,= - - 1 WHERE DIM. "A" IS EQUAL TO OR -- ��---__,,,:A r--- .-_..,- -- -p.__...- _--- -----_j- E0. E(J. Paramus, r�' C C GREATER THAN 6 FIELD INSTALL -_ - L2X2X1/4 AS SHOWN MASONRY WALL STEEL LINTEL ` / ' • (20i) 599-7300 ao0 10AII SEE SCHEDULE - II } I - 1..�L3x3x1/4 1 ,, /�,4i•/, .s AS REQ'D. TO FRAME OPENINGS - I - I A A _--- —• . o o _ !'A This drawing Is the Exclusive Property of 1 1 I \ I _ � I o TOYS A US. The information shown may 1 L \ / •- 1 1 �. rmi __ \ _ $.___ i �� not be used nor the Drawings Reproduced 0 • without permission of TOYS "ST° US. II I I I 1 1 fi HIY/INC 3/4" GROUT ci _ \ \ 3/16" 1 1/2" - „4 o O- _ ------ -'k " Location L � _ _ 3/116" D1 1/2" (1) #5 VERT. FUL -(2) 3/4" DIA. ANCHOR 1 1/2 ( L3x3x1/4 --__.._ \ BOLTS W/ 4" HOOK. AS REQ'D. TO 1,. I I - HEIGHT OF WALL FRAME OPENINGS -__ (W/ #4 DWL. INTO EMBEDDED 1'-4" INTO I 1 1/2TYF FIG TO MATCH) - WALL BELOW T>7'. TIGARD , OR . -^ b I OAD- STEEL JOIST GROUT CELL SOLID 7-, _- -- — _I SEE PLAN (1) #5 VERT. (W/ �!4 OWI. 4 ANCHOR BOt.T 2 ANCHOR BOLT ,,- INTO FTG. TO MATCH) BASE PLATE BAST. PLATE___- -_._ _.---- --- --- --- GROUT CELL SOLID -'•-• -1 -I L4x4x1/4 U DEP. 8 B - -- RTU CURB TYP.) NOTE: SEE COLUMN SCHEDULE FOR COLUMN BASE PLATE lrill/H:::4) .-- :.". -r1" ..... 1 C C PROVIDE J ST - L } } STRUT '. JOIST • QIST AND ANCHOR BOLT SIZES. SEE TYPICAL COLUMN BASE SEE TYP. JOIST (� "� U '�/P° LIN 1 Lw L_BLARING DETAIL FOR ANCHOR BOLT LENGTHS. LOAD STRUT DETAIL. LOAD STRUT DETAIL �� - Date TYPICAL RTU SUPPORT — TYP. BASE PLATE DETAILS AIN a 1999 MEC 1999-00244CTI ON Sheet No. ' I • t' 1999_(1055 I � SECTION 4S4 SE S4 SCALE: N.T.S.___�.,... S 4 C BLIP 1999-00223 1 2SECTIONPLM1999-001/! ' 4 SECTION 7805 DARTMOUTH S4 S4 SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 wy SCALE: N.T.S. PC1 54 of 101 .,.. INNINNOWINININIONNO4 If this notice appears clearer than JUN 0 2 u1 the `- ' . - , '. document, the document is of nlar211lal quality. I111C!rOf1�C11leCl , 111 1 1 111111 i 111 1 'I i 111 11 111 1 4 1 !; ! { ! ! I 1 ! ! I i I I I i s! I ' ,l Ii l 111 ili111111 II ii I Illillllljiil';! 11 iji� IIIIIIi I� 1111 • � � lil Ilii lil � ll Ii11111 lilill ( , { , II l I I I ' ` _' ' ' • ' (MCN I I IdAOf IM CM INA � .1 I _ w -1-----e7-0, -T Q t � 1; T Ii --111" IT, ti ± if ' rr }, , ,� � t 3- �- ..I.. 1 I � , .. I.. , . L. ,I III I,,,!i .1, „ „ „I ,::I, . ..,, ,h,., I „ I,I 1111�''I;I 111!!!"Il�lilllillll!!!l111flill{1111111111 `. fi I ! ! III III!!1 II !!,I II III II (lllllll�ll 111 .1111111 , IIIIIIII!, IIIII.. .!„II,,,! lINI!!!I 4"""i11111i1111l111!III!i!111!!!!lllil!!!III!!!l!!!�III!! �,Illi!!I!II!!!I!!!I!!I!li!!I 1 III! 1!I !..illl..11.,!I,.,I!f!{li;,!�i11„ ,.,(11,11,,, ! ! , 'V,. pI 111111101111•11110M111011111111111111111111111111111101117 , . . . . . . , . • • . 7----:-.7.---------------------"P"."-"! - Revisions No Dcte Description CE. PLANS \-16-99 PERMIT APPLICATION 111 ADD DETAIL -STEEL GRATING (GALV.) --0 O 8" O.C. VERT. 1 2" PREMOLDED- SLAB ON GRADE - EU. � � EO. 1/4"x3/4" BAR -- fLE PLAN FULL HEIGHT ( WALL 3/4"x1/8" BRC. BARS FILLER SEE SLAB SCHEDULE-- --- N 6 O 32" O.C. VERT. El" CONC. BLOCK -------•- FULL HT. OF WALL (GAL V.) WELDED TO O 1 3/16"SBA O.C. AND #6 0 SIDE C. DOOR SIDEWALK OR SLAB 2'-6` ANGLE CROSS BARS O 4" (�.C. �6 O 48" O.C. 4_2 HORIZ. JT. REINF_- 12" CONC. BLOCK BEYOND ——+- ABOVE DOOR OPNGS. '-0"( ) SLAB SCHEDULEO 16" O.C. ---- [I- I W/ HORIZ. JT. REINF. O 16" U.C. - - � CONT. aOND BEAM " SLAB SCHEDULE SLOPES - �r--�-- M4 X 3'-U" O 8" U.C. i ,ter --`- - ---- r------ �--- W/ (i) �5 O 48" 0.C.---\ I � \ L4X3X1/4 (LLV) CONE (1'-6") INTO CONC. WALL a'� - ----- , — r 1111111111111 . - :1i NUM GROUT SOLID -L2x2x3/16 FRAME (GALV.) W/ 1/2" G HEADED STUDS IL_ SLAB ON GRADE-SEE SLAB SCHEU. 4 DWL• _--_-_.-__• PI l \-----k4 DWL. BELOW GRADF - - -/ gr NW 1 2" 0 ANCHORS �' itd �. F- � -- 1 NM / r X 6 LUNG O 12" O.C. O 16 O.C. l- \ O 12 0-C. O 1G" U.C. FIN. GR AUL ilf 5 DWLS. O 48 INSIDE FACE OF PIT • r r r r-�-� r r I PIRO CONC. BLOCK L _.4 „Mr__....._._ O.C. WHERE "H" IS o 6 'O III a v, I GREATER THAN 2'-0" q �� o 1/2" PREMOLDEDDEO \ `� - GROUT SOLID a z • -- - #4 FILLER BELOW GRADE b a -- OWLS. TO --It MATCH VERT. \ \ .�' S R---- ---- - ALTERNATE HKS. ® SECTION r illa SCALE: 1/2"=V-0" - - (3) X14 CUNT., EQUALLY SPACED CTI V N Nap TRUCK SLAB IEE ,i--6-7 + --#4 ® 11" U.L. `) TOP�h BOTTOM6. J • SLAB SCHEDULE -1 #4 0 12" O.C. II S5 SCALE: 1/2 =1 -0 2'-u" III i EA. WAY EA. FACE _ 1 SECTION r ___.----x-`- x��_X� x • 12" CONC. WALL -- .,., .. III x---x K S2 S5 SCALL: I/2"=1' --U"rr. � �� -- N4 OWLS. A' 12" U.C. , r.i-- .-v�Y�.•,� -�. -_ -^�•..,�-'.- i'-1�-v./"'�rv"�'�✓-vw_ "�' E A. FACE crt. • • 0 r.- C, 1 I.) ini•••••••b••• cr 1111 lZ) �� CUN1t 4. 4 �Iti O 32" O.C. FULL HT.# / OFWALLDOWEL INTO / -1 YY�' CONCRETE WALL s[1:P1 / " �,�, Drawing References :; HORIZ. JT. ?E!rdi 8" CMU WALL 2_U __ �_. M Y 0 16" O.C. ! 2 ,. •s -- CONT. BOND BEAM FIN. f AVEMENT U I,� FINISH GRADE. »_ Drowln W/ (1) M5 0 48" O.C. iti -,--- • ` �., ® "�" Fit 415H WADE �- g ; 1 �- I II 111 FOUNDATION NOTES Ali SEC TI ON TRUCK SLAB-SEE r CD FINISH GRADE / SLAB SCHEDULE "r>' I ROOF FRAMING PLAN ! ! 7 'TTf=T=_Tii' 1 gip SCALE: 1/2"�-1'-1�" III _ !i � 1 -� " IrEEM 11 SLAB ON it ;1A8 ON TYPICAL DETAILS ra GRADE__ GRADE S6 UUF FRAMING DETAILS • �. ._ .. __.._ __.._� TURN DOWN W.W.F. o _ 1 IIIISII FLOOR III IN O 12" O.C. NORL'.. IN (2) LAYERS _ �•^�•� I I -'SN-ILOORI ti (2) X14 COiJT. ■ • -I8 0 12" O.C. 'VERT. I _ — ! • '• IN (2) LAYERS —� II SECTION p • - `��N� 4 S2 S5 SCAL-L: 1 /? 1' U" _� ORP • �' �• I ( 4' 0" 0 SECTION 2A- CONCRETE KEY WAY�I ) S — fe� f��` • ' - 1 e" (;MU wnLL ( NOTE: + 1--6" I 3 3/4" I __-1 :,/,.-- [,-- Ill • • -- -�-r---- /; 6' t;" 0 SECTION 2___._____._. OONU BEAM , ( REINFORCING SIMILAR 13/S5 • ._'�'"�__ W/ (1) N5 CUNT.-- ( - N6 O 32" O.C. dl s' VERTICAL .q 2 SECTI Q -' 1'-4" CONCRETE WALL• x4 0 12" ac. - S2 S5 SCALE: 1/2"-1'--O„ • 1-- 1 '- HORIZONTAL • Iel • I •• _��.` _L.. FINISH GRADE - _ - _ ••--•�. .�.�.+-+•�++--- -. I BID DATE: • • GRAUEUrJ < f l LEk�REMULDED- ---- - - -_ 6-7-99 a -2" DIA. WEEP HOLES (,) CADD NAME BP99S5 PROJECT NO.: 898636 - NOTE I i CIO DRAWN BY: _MTW - CHECKED BY: .�- A 8 D U.0 EXTEND TURN DOWN °EE P1-.Pi, PROTOTYPE DESIGNATION: 1999 BRu 37K REV. U.$9 `�' TRUCK RAMP- SEE M6 ` 12" O.C. • • '' SLAB SCHEDULE - ;I 2 GRAVEL BACKING h FOOTING TO END OF • EACH BOTTOM WAY-TOP FIL TER MATERIAL CURB - 2' / 1/8" CURB. SEE PLAN. TYR COL. BASE, PROVIDE AND FINISH FLOOR MIRArI 140N SEE ARCH.--- -- 3" MIN. CONCRETE COVER x—x---x- l ) a; r.._-. r - OVER COL. BASE PLATE. #5 UWIS. is 12" O.C. • u, -'-x---X--x " HtOCKcE W/--- • 1 2 PREMOLDED !\ -� f'' - - 5 DNA_�. 0 12" O.C. / \ SLAB ON GRADE - i (3) N5 CONT. • , N FILLER 1' 8 18 • • TOP & BOTTOM ---- - 1 #5 0 12" O.C. LSEE SLAB SCHEDULE ��0 •_-__- - - -- `., i SIDEWALK -•- SEE rIN. CRADE -- 1 ....J.L. A .r., �- - : • _ -��^_� a " 1i, SLAB SCHEDULE7 #4 OWLS 0 24" O.C. ��, �� «�` ST.1LOUIS,T ON 631277 • . "'z-.rcl •- •- ---+-- (2) #4 CONT. I I M alga PROJECT MANAGERS • • 1_,I,s" r w 1—_--'�'-- PILASTER CONC.SEE • i S" Ti" -x---+c-`� • DETAIL 4/S5 P' j AFD OFFS ,, it _. - ,. JUN 3 1999 �� 0 , e� ' p4 / +. , o+ - 'I N5 O 24" O.C. 2'-6" ,� \ -- ' 1� CONCRETE , ` !.,T �—"--'-- \'rlr: r•rr rl AN ! ROFESSIONAL eR,c1 g KEYWAY _. " (4) �►5 CONT.-/ I OF RECORD: 7A 3'-0" 3'-4" �� - � -._----__.y ___ _.- ,. y ' �nMrr , r' WEBER it .1 8'-0"_ __ _ , — 4-0" �r OSECC)N3 _ SECTION 314—i321-1100 �� A6- 12�U SECTION 14 S-2135 SCA'_L: 1/)"- 1'- - 1 SECTION S2 S5 SCn1 I /2" 0"13 Fc Mu ACE wAtlOF _ • SCALE: 1/2".--r-O" it( -.y� ' I r- - , 145 S2 S5 SCALE: 1 2"011 -0" ® - i . __ _ _ _. , _ ___ _ —.. _ . Nati•nal Ot ice 461 rom Rood • A Pora us, J 07652 COL. FTG. SEE PLAN (7.01) 59978110 s- CENTER FTC. ON COL. SCF PI N \` • EL. ' SEE ARCH. #4 DWI ' - 12� RETAINING WALL CENTER LINE U.N.O.- 1 • ---- -BOND BEAM 12" O.0 ' •+6 sr► ' • W/ (1) #15 CONT. �- z-/ 1/8" NOTE: OMIT PILASTER This drawiny is the Exclusive Property of 8" CONC. BLK. -� L3x3x1/4 (GALV.) W/ 3/4" IF TOP OF FTG. r_:__-_,1,_ TOYS "s" US. The information shown may ,r► �. „ 0 HILA KWIK BOLT II EXP. 1/2" PREMOLDED ELEV. 99'-4" \` --IR.? -�t3 O 32" O.C. 637=7" '1: - ANCHOR W 4 3 4" MIN. not be used nor the Drawings Reproduced VERT. FULL HT. * / "/ FILLER Eq.- EO__ - •-'\ EMBED. (ONE 3 FROM En. -J without of TOYS A� US. 12" CONC. BLK. - L c, END & ONE IN MIDDLE) SIDEWALK - SEE ~� » .permissionwiwilnof... HORIZ. JT. REINF. �4 0 12"--------- CONT. BOND BEA O 16" 0 C U.C_ 11URIZ. �� SLAB SCHEDULE Location W/ (1) 5 O 48 0.C.- /111111 -\N __�__0"__ -+--SLEEVE WALL FOR PIPE RN.• FLOOR 2"-0" SQ. SUMP 04 DWL. x 2'-0" LONG FINISHED GRADE —x PIT W/ 0" CONC. `.. _ a " 0 12" O.C. Lw' rn y % �., ", >�,+�i'a v.F,. WALT_ w 1► ------1� �• TI G A R D , OR. ��\'Y�\`\ -- #5 DWLS. 0 48" O.C.9. �o► - �'� I x L,�.. -- �� 4 DWL_. w z • 1 I .......� Iii I T11, Drawing litle s"� {�6 DWLS. 'TO MATCH 17_ O.C. 1 n ! !'1r VERT. (ALTERNATE HKS.) (2) #4 CONT.-- 1 1° 1 3 1' S" 8'� 7' I" a I _� ,---i- _._ FOUNDATION �_- -- >* -� ' OUTLINE OF -- �� ---- --------_. • '-_-- !�5 n 24" n.C. 7'-fi" 16"x16" CONC. (2) 5 CONT TOP h BOTTOM RETAINING WALL FTG. ,'. ,;" �_ • .__ - _._-_ - PILASTER REINF. DETAILS 3" CLR I NOTE: S1f^ RETAINING WALT_ 5 (4) p5 CONT. t' (i„ h (4)1FS (3 O 4n O.C. - �,:, 4" i" f,l I� r z � W/ VERT. OWLS.MEC 1999-0 551 - 2'_U" 8„ ILC 1999-00551 ,�------ > AS REO D. AT PIT. �� h BALANCE O 12 O.C.) } _i_._I_±._-- Scale. Date BLIP 1999-00223 I'LM 199 1 'l SECTION 51-DUI 13i AS NOTED 6-- 7--99 7805 DARTMOUTH — -- "--- 8SECTIONSheet No. PG 55 of 101 14 SECTION 52 SG SCALE: 1/2 1 --0 "�1,-0" - 4- SECTION NIS5 SCALE: 1/2"-1'-0" S2 S5 SCALE: 1, 2. iiiii, S2 S5 SCAI_I : 1 /2"=1, 0" S 5 , , .. . . . . • . .. . . . . . . .. . . . . , . . . , . . , . • .. .. .. -.�_ ..- . ,.:,„,. ...,..,, ,,_. .,..., . ,_........ . . If this notice appears t!carer than the ' JUN 0 2 2000 :: document, the document i, of marginal quality. microfilmed - Iiillll (lll Ilililiilllil i Illililll;lli'i IifllliiINIIiIIIIIIii • IHII,NI1Ii1-�"i i; liihliptliillt illiliil iiilil . iiiL 11 111111Ni I IIIiIIIIM I 1111111 Iii i I 1 11 ! �iil li IMCN 1MAt►f 1�1 pi1NA I _- 11 _ _-I , c ,, `� —gym t I _;__� 1 11 11 14 i1 ii 1� [ £i U 17 — _ ,�.t.; 4 .. I.. •1. .I, mill thiol io .i iiiili,. I• ..� ,Ilr!:l dill! 111111!!11'111ftil:il:Iii::l1:11111111:1 ilmil1111iu M t III11111+Illi{IIIII�!!III!!IllllII1iI}illl!lI,HilitI t1IIIIIii1 I!N!!!!I i.l+l �iI!IIII Ill!Ill} 11!!.I}}:111!tIIIlI!lll!IsIiiiI1H!I ,iillll!i!!1!1!!I!I!!!II!IIII I! 1U1,,,..1lil,IIIJ1�„�iIuII I•1,�!Ilr.:l,l�ll1llll, 11 i I r lr.r{ r• "1 r; ...r...Mro•.•. _. -. __ I - . 1' n , r e.s:F,KFr. rr4 1. r� I t DESIGN JOIST END Revisions :' , NOTES: 1. SEE ARCH. FOR BALANCE FOR CONCENTRATED LOAD OF INFORMATION. OF 2000#. • • Date Gescriptic n ..... 2. IF KICKER SUPPORT DOESN'T A � -t6-99 PERMIT APPLICATION END ON PANEL POINT, ADD - L5x3x5/16" (LLV) x CONT. �.�N STRUT PER TYPICAL DETAIL -STD. PIPE 3 1/2" 0 11 1/8" kl PIAN______ KICKER DETAIL ADDITIONS/REVISIONS ON SHEET S2.0. L5x3x1/4 (LLV) CONT.(USE -L5x3x1/4 (LLV) C'ONT.(USE 3. VERTICAL LOAD ON JOIST= 1.3K 1.3 KIPFROM KICKER EITHERR DIRECTIONS EA. JUIS1 '1 .. 3/1-v- �"�TYN, 0 EA. JOIST --3-iii-p.-.<0 PARTIAL PENETRATION WELD 1 PARTIAL PENETRATION WELD WITH EFFECTIVE THROAT EQUAL ' WITH EFFECTIVE THROAT EQUAL . . • _ ' I /-MTL DECK -- WELL.) 10 ANGLE ' TO THICKNESS OF ANGLE 01 FIELD SPLICES) ' TO THICKNESS OF ANGLE .41 FIELD SPLICES) ,- /". W/ 3/4" 0 A.B.'S 0 4'-0" OC. AT SEC 1: W/ 3/4" 0 A.B.'S 0 L'-O" OC. 18_r, *• -- _ -1 �1 1-\ f---x /---3 r-1. i--\ •r IN VERT. LONG SLOTTED HOLES. I -T SEC 1A: W/ 3/4"0 A.B.'S 0 1'-4" O.C. " __ _ -- r. L5x3x1/4 (LLV) COW / HOLES TO BE 3" LONG AND • 3/i� 4 EA. SIDE STRIP VERT, LEt: A �_SFF P1�L__I NST ERE I °S 2I FROM IN VERT. LONG SLOTTED HOLES. _SET_PLAN___I HOLES TO BE 3" LONG AND EACH JOIST. CENTERED IN 5" LEG. 6x6x1%1" PLpI> -�` I I BOTTOM OF ANGLE. LOCK NUTS i ' FINGER TIGHT, INSTALL A.B.'S 2 FROM ma Jr r � r / ` ADD JOIST 1_UAU -- /� STRUT AS 1'�'�li ---- - /\ -�- T.U.M. EL =-126'-8" � T.U.M. EL. = 126•-U" � ! :! BOTTOM OF LOCK NUTS • • / SEE SECTION -- / 12/S4.TENUEG- �/ 1NN �JOIN _' `- -' 3/ 8VJST. )1.3/16MEI. GECItT• WELD TO ANGLE11=1 • • / TS COLUMN--- STEEL JOIST - METAL DECK - WELD TO ANGLE REINFORCE WITH ti f1E1NFORCE WI1H 2 LAYERS 6 Q 32" OC. . SEE PIAN 2 LAYERS #6 O 32" OC. '� N • _�_ __ GROUT ALL CELLS J� r GROl1T ALL CELLS 'l /r1� SEEEPLANAM-1\ UESIGN JOIST FOR SOUD THIS AREA ' _ SOLID THIS AREA D -- - �~ • STEEL JOIST SEE PIAN • FROMI EWALLIBRACEED AOF - I ' EL = 124'-0" EL = 124'-0" l • j I 1800#HURIONTALICAL dt \r.=.= \ 1 if \--� SECTION SECTION - "' � l \` S3 S6 SCALE: 3/4" = 1'-0"� - 6 l C I I I `� 4444..444 �fl; BOND BEAM W/ /�'�� -- • BOND BEAM W/ I- -./�...a'w�/�s .�-�../'�-...��,--r"�.-."-•.�-Y-- , 53 S6 SCALE: 3/4" tlttltttltttltl■ Revisions Date 'Description KEYED NOlE • ,' CD 2/1 s/ PERMIT APPLICA 11UN • S • • (APPLICABLE TO DRAWINGS M1 THRU M4) ■ ..r. • 1 PROVIDE 1 1/4" TYPE L COPPER CONDENSATE DRAIN FROM UNIT TO ROOF ON LOW ROOF (DOWNHILL) SIDE �� ... OF UNIT. EXTERNAL 4" DEEP P- TRAP REQUIRED ONLY IF EQUIPMENT IS NOT SUPPLIED WITH BUILT-IN TRAP 1<j 6 ( / ) ( CS ■ SYSTEM. REFER CONDENSATE DRAIN DE TAIL ON DRAWING M2 VERIFY WITH RTU MFR. CAP ALL UNUSED CO CI 4111 0 �J �� CONDENSATE ()FAIN FITTINGS. ANCHOR THE DISCHARGE END OF CONDENSATE DRAIN PIPING TO MIN. 4" X Ilil� 4" X 24" LONG WOLMANIZED WOOD BLOCKING WITH 1" GAL V. STRAP ANCHOR AND TWO (2) X110 X 1 1/2 +� •��' ' SHEET METAL SCREWS. CENTER BLOCKING BELOW PIPING. DO NOT ATTACH WOOD BLOCKING TO ROOF. TYP- ILill= NOWN.M1111111•CAL AT ALL RTU'S. WHEN REQUIRED BY LOCAL CODE, CONDENSATE PIPING SHALL BE EXTENDED AS REQ'D. I ' �� TO DISCHARGE INTO THE SANITARY SEWER THROUGH A'; APPROVED INDIRECT CONNECTION OR TO AN APP- ....� RO✓ED DRY WELL. LOCATION AND METHOD OF DISCHARGE SHALL BE SUBJECT TO THE APPROVAL OF THE • ARCHITECT/ENGINEER OR THE OWNER'S REPRESENTATIVE INSULATE ALL INTERIOR CONDENSATE DRAIN PIP- I ING WITH 3/8" THICK "ARMAFLEX" PIPE INSULATION (OR APPROVED EOU;VALENT), SEAL ALL JOINTS IN THE � I i ■� INSULATION. 1. 2_) SUPPLY AND RETURN AIR DUCTWORK SHALL HAVE 1" THICK INTERNAL FIBERGLASS DUCT LINER EQUIVALENT I �� TO CERTAINTEED (CGS) OR OWENS CORNING. DUCT SIZES SHOWN ON DRAWING ARE SHEET METAL SIZES. I I ■ ALLOWANCE FOR INTERNAL DUCT LINER HAS BEEN MADE WHERE SPECIFIED. JANITOR "Y (� HAC SHALL PROVIDE GAS PRESSURE REGULATOR, FULL SIZE DIRT LEG WITH GAS COCK AND UNION AT ALL 108 -L • • GAS FIRED EQUIPMENT, TYPICAL AT ALL RTU'S AND UNIT HEATER ENLARGED , ��,, ■IIIIIII PLAN TRAININGO ,,, HERS III ' �� GAS PIPING SHALL BE INSTALLED ON ROOF, EXCEPT WHERE NOTED. REFER GAS PIPING SUPPORT DETAIL ON BREAK DWG. M2 ROOM ROOM WOMEN � s"m FLUE i POWER DWG. M3. HORIZONTAL INTERIOR GAS PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE WITH ALLOWANCE ROOM /rTHRU ROOF. ROOM • 1 1 1 L110 L,Q9 uH ■� FOR SLOPE AS REQUIRED 1 1 ,� �. 11(.... 0...23-(1) 5 1 {� 115 L5J TYPL 'B" GAS FLUE WITH ;LASHING CONE, STORM COLLARS, AND "UL" LISTED STORM PROOF CAP. HEIGHT \\\\ _ A to • • • OF FLUE STACK AS REQUIFED BY LOCAL CODE. FLUE STACK AND ACCESSORIES BY METALBESTOS OR i — �� ••"� mom"' -_ - � - _ 0 EQUIVALENT. REFER TO 11N.T HEATER, DETAIL ON DWG. M3. ( r J ----• - -------__.___I� � __ ____ _ ._r.._._ . _..-r_ I �� PRE-SALES L � +I ' AREA _ C3MI 6 FLEXIBLE DUCTS SHALL 3E INSTALLED TO PROVIDE SWEEPING CONFIGURATIONS WITH NOT LESS THAN MFR'S • RECOMMENDED LEND RADIUS, WITHOUT UNDUE RESTRICTIONS, BUT NOT CREATING UNNECESSARY SAGS OR a0 (i `"t CURVES. FLAT BANDING MATERIAL NOT LESS THAN 1 1/2" WIDE SHALL BE USED TO SUSPEND FLEXIBLE It 11 �' i 1111 MI DUCTS. DUCTING FURNISHED WITH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES cr_ UNDERGROUND II . 1 I I I 3'-0" MIN. 11 1111111111 ,.�,. ATTACHED TO GROMMETS. • GAS SERVICE. -\ I OFFSET '' I ' I I L7 ) THERMOSTAT FOR UH-1. MOUNT ON WALL OR COLUMN WHERE SHOWN AT 48" AFF. PROVIDE 2" X 4" t �=--- II, I ' 3/4" ,, I „ 1" 3/4" I �� .... STEEL CONTROL BOX AND 1/2" EMT CONDUIT FOR T-STAT WIRING EXPOSED ON WALL. ROUTE HORIZONTAL ' Il I U 1" I� ��I �... Mi ..._ —_ ..ter —G— —c-- — +-G� — ' ' '— G � . PORTION OF CONTROL WIRING CONDUIT AS HIGH AS POSSIBLE TO UNIT HEATER - _r_ �► , ,/z" I Drawin References (-8-1 PROVIDE DUCT DROPS FROM UNIT FULL SIZE OF UNIT CURB OPENINGS. TRANSITION AS REQUIRED TO DUCT l 1 9 SIZES SHOWN ON PLAN. TRANSITIONS SHALL BE MADE IN ACCORDANCE WITH SMACNA STANDARDS. VERIFY PIPE BALLARD II I I' .+- - _, _r` RTU CURB OPENING SIZES AND CONFIGURATION WITH RTU MFR. 1 1/2" GAS UP i i No Drawin•s ! MEN I • 9 REFER DETAIL ON DWG. M3 AND SPECIFICATION ON DWG. M4 FOR SUPPLY AND RETURN AIR DUCT ! 1 1 U) I i.- .__i_ _.. I - PROTECTION THRU ROOF, (SEE DWG. SP2) • CONFIGURATION OF RTU S 1 THRU 4. I' CE ED , • � ' 1 1/2" GAS RISER 1 I w (.1 II II ^- _`n `f I W\HOUSE VALVE. 'I ( 101 GAS METER AND REGULATOR. CONNECTED LOAD - 1423 MBH DELIVERY PRESSURE a 2 lb I I� ksr.1- II I I I ■ COORDINATE WITH GAS UTILITY CO PRIOR TO INSTALLATION, I I I• II RECEIVING I ■ �, I I C� C11 PROVIDE UNIT HEATER (uH-1) WITH OPTIONAL VERTICAL LOUVERS. HAC SHALL ADJUST THE VERTICAL -t I 114 "'�� • LOUVERS TO PROVIDE AIR DISTRIBUTION WITH A 90' HORIZONTAL SPREAD. ADJUST THE VANES OF THE I Imo, ! j n'. I r1 4" I ' 1 HORIZONTAL LOUVERS TO 20' DOWN FROM HORIZONTAL D.5 ( 12J MOUNT BOTTOM OF UNIT HEATER (UH-1), PIPING AND ACCESSORIES AT 11 -O A.F• F (MIN1tAUM I i �.T, ' 3/ I _ , IIII K. .. • CLEARANCE). REFER TO UNIT HEATER DETAIL ON DWG. M3. I I �` ___� 13 HAC SHALL FURNISH AND INSTALL A 24V VA'/ SYSTEM WITH 1-STAT & CONTROLS TO CONTROL AIR FLOW I -� SALES • r I I AREA ' , INTO OFFICES, SYSTEM SHALL ALLOW 25% FLOW TO OFFICES IN THE RESTRICTED POSITION AND HAVE A I I I0 I IN I STATIC PRESSURE REGULATING DAMPER TO BYPASS EXCESS SUPPLY AIR INTO SALES AREA, INSTALL PER 1O1 .. ....._. NIIIMIMIIP MANUFACTURER'S INSTALLATION INSTRUCTIONS t,ND PROCEDURES POWER MAY BE GAINED THRU THE I I lr - . SERVICE OUTLET OF THE RTU I -_ , I p� I 1 41111 T • I I SKYLIGHT (TYP) i RTU I ■ . 10 I4 I on i'l--.II . I1 'U 1 W. I i II 11 r I I I 1 NOTE: 1111. • ir.�.,. .,,...._' r-314" II •�. CONTRACTORS SHALL REFER TO THE FIXTURING PLAN, DRAWING F1.1, FOR COORDINATION OF ALL PIPING. EQUIPMENT, DUCTS, VALVING, AND SERVICE RISERS WITH THE OWNER'S STORE FIXTURING. ALL SYSTEMS II I II • SHALL BE ROUTED AND/OR LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES, I I ' IIIII SHELVING. AND RACKING, INCLUDING THE FUNCTIONAL USE OF SAME. INSTALLATIONS MADE WITHOUT I I t t ; , REGARD TO STORE FIXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. SPECIAL I I I1 I DID DATE: _, CONSIDERATION SHALL BE GIVEN TO THE ESTHETIC INTENT OF THE FRONT GRAPHICS WALL OF THE �i D ' I' 636Mt0 PROJECT NO.. 898636 STORE AND TO THE STORAGE AND MATERIALS HANDLING ASPECTS OF THE PRE-SALES AND RECEIVING I I' ,, _ ____., _ _._.____ CADD NAME: .__ DOCK AREAS. CO ,I 11 JWS CHECKC TMG III I DRAWN BY: D BY: �� — I i 1 PROTOTYPE DESIGNATION: ?999 BRU 37K REV. 0.99 _ II i I I I �I Q 1 ....m I II I E., I i• ©[: 0©c:)) ft_._ _ 3/4. n3/4. 1 � I j!�f t 10877 WATSON ROAD 1 I «-- TYP) I' • ST. LOUIS, MO 63127 „, (TYP) . PROJECT MANAGERS • I 1 J adia IVI [t I I �� 1 I RF O PRO .ess I — +b � RTU I I II -57 `� 1 +' � I I � 1 rj I • JUN301999 • I I , ::UN (i.. �� —;^ PROFESSIONAL r�_.e. _... .. I "_ar OF RECORD: , /Pit \-' -D EQUIPMENT i , . . Revisions . '1/V'9 Nc Dote Description Ileivii PERMIT APPLICATION • • gill' Mg/NW 'II I EQUIPMENT I ROOM !t .- si 1r-i6I r 41 1 �-"1224 R1-600 • °I 1224 gale'2 �"' ®! 14X10 LEL (TYP.) „ ■ — MEM IIII T1-2400 48X24 7 DAMPER STATIC PRESSURE .. 5 14x10-�}:� S2-1,0 r_ _ __ --A--.1REGULATING DAMPER --� 6X12 1 III 11111 ; t 8 I I 1 12• �� `� � �' ��) I � _ DAMPER (TYP )--1 y ill � M� TYP. L._......,'�i _ VAN/1111)---.41,,' a L-16x14 6 - ) ; 1 , 1 - ----_-_-_-- - -1 S4-1000 6 �, _ 1 2.x20,-- �, .. .. 20x10 TELCO ,,--' .1 RI-275 ROOM --_ .-_ — __.-- III VAV T-STAT MOUNTED �� I f �f ! ''W 14x10 , (TYP.) 924 (4) 12'4 FLEX I , ; r '` _ �. , 1 - 0 48" A.F.F. MAXIMUM. . — - -- — —_ 1 - 1O � 14)(10 - - -- L� [ DUCT (TYP) •4 1 1-6�i� j 14X18 IILIFT16 �.�� - .... �. iii ...r. X 91 • • I I 4 , ._. j 441 MM. I =a11111111111= .II VESTIBULE --- • 1(/.)1 / I 12X8 S1-275 ® _13 DAC 13 gT S3-225 924 Drawing References ROM 924 I104 I OFFICE No D�owings ENLARGED VESTIBULE PLAN 103 I —.---- } ■ . Ili SCALE: 1%8"=1'-O" 1 ENLARGED OFFICE PLAN iii 1111PLAN ' NORTH M1 M2 SCALE: 1/8"=1'-0" N PLANT \ NORTH • • a. iiiii lir iii • in • . ■ ram: •III tcLYED NOIkS, •FER DWG. 1.11.X 1 • KEYED NOTES • a �_ __ .a BID DATE: 1- 9 CADD NAME: 63PROJECT NO.: 898636 DRAWN BY: JWS CHECKED BY: TMG _ PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.99 • ©QA@OO NOTE: 10877 WATSON ROAD MOUNT BOTTOM OF TRANSFER FAN TF-1 0 2'-0" (MAX) ST. LOUIS, MO 63127 • • ABOVE CEILING. PROVIDE AUXILIARY STEEL ANGLES, PROJECT MANAGERS CHANNELS, ANO/OR UNI-STRUT AS REQUIRED TV SECURELY SUSPEND FAN FROM ROOF FRAMING. PROVIDE ANTI-SWAY ' • BRACING AND/OR EARTHQUAKE RESTRAINTS AS REQUIRED j BY LOCAL CODE. �� PR OFf. JUN 3 0 1y9(+ ��'� t N� MOTHERS WOMEN -� �,� F �' TRAINING r ROOM 109 10,105 ► /7 % ROOM ( 110 PROFESSIONAL 51 - 15O S3--150 E1-420 ,. OF RECORD: •:10N ��a -'� €24- 1274 JAMES C. ALBERT • , . ^P� .- - _ \- : = T� I T 314-821-1100 ''' 121, �� '<7 - — - - _ ._- .ISt-200_ _ = ..:..4. y +,, r 11 BREAK , t5 ►_ `.� "�----12x8 1111 r filiii _ ►• ROOM � . 4 --_ . 1 TYP, i a"e 1 icD.i tom., �C LkililwArl �.. 1 iill 'xa �• -lir =8"e_.� �r N•tionol •ffice • 1 1_---12'e d" i 'r'� -- . I , a --- 101111011101::eta: I lit T--+ 12x12 DUn 46 Fro Rood ,,,* ..... UM tl UP TO EF--1 Po •mu , NJ 07652 SPIN COLLAR 22X22 12X1'. r_ - - , 11,1 iitJvier i _ -----4:- (201 *9-7800 W/DAMPER (TYP.) 23X3 -_ _ 10: I 1 '5 .I - .....---8 0 • -51 ---�► I TYP ) 8 . ."."4---12x8 ' This Browing is the Exclusive Property of 11-1166 _�__ _ _��_--,-,- 181 CID x14 d TOYS " 1" US. The information shown may 2224 - �� - I ,:1-420 not be used nor the Drawings Reproduced JANITOR - -✓- 1224 1 ° 1 1H C without permission of TOYS ,.S,,. US. v ------- -- - I--I -- Location 11 T2-1166IMOUNT AS HIGH ' MEN I f I 30X12 AS POSSIBLE. 11 4150 107 l TI GA R D OR . I MOUNT AS HIGH112-1200 AS POSSIBLE 24x18AI Title ENLARGED TOILET AREA PLAN Drawing ENLARGED s gig/ SCALE: 1 /8"=1'- MECHANICAL PLANS , .. PLANiN NORTH Scale Date 1 MEC 1999-00244 M, AS NOTED AIN 0 71999 ELC 1999-00551 ��,•. Sheet No. NA' 1999-00223 I I,MM l 999-011173 7805 DARTMOUTH 0 PG 58 of 101 I V 2i • III wow If this nnticc appears clearer than the ,: ., JUN 0 2 2000 'icunlcllt, tht• document i, of nmarginal quality I 1111C1O�1�Illl'(I . • ' c11i 1 I iflilllilllllllil i I I`I I ilf 1' ILII ! II 1 I 11 . 4 ii' ,I iii!; ! i �ii:il iiiji i1ililili ii;1i (1/Iiiiiilllii jII iii�liijiii iiillili miI `"'�', a, i INCH INCH MADE IIN'CIIINA -4 I I I 1 I I I . ,. , A. i 1 i I I - .. II0 II�_—_ ir 1 1 fill . ,1 '..r '.Aram.. r 1 —� • t ,ji 1�1. IT `to —, -II-, , - ti , .711-1 tI fU !15 111,,11 ' Tr ill llt,tl•!11 1 Itl l li ,- • • • F,-n� 11 11, i ( I ' 1 1 ( in111 , 1 I11 I Intl 1 11 ill'' 1 I' 111111 1 1 'III 1 II. 11 1i I11 11 (. 1 ,. 1 {,11111111u ,,11 11111U 111,u 1., I 11111,1�,It, •..i. ! !! I II .! l t' 1'lilll....i I Illiilil IIuUIIuIIuJ.11111! .,!,1111 ll ! 1!I , 111u1,1 1.1,Ii{( , � I IIIn1 •Q ,,•, .:.: • +t.. .. R • - • - - e Revisions ADAPTER (AS REO'D.)--- NOTE: No Dote Description EXTERNAL P-TRAP REQ'D ONLY 'l ---90' ELL IF RTU IS NOT SUPPLIED WITH A 2/16/9(9 PERMIT APPLICATION OWNER FURNISHED RTU- , BUILT-IN TRAP FRSYSTEM VERIFY mow �� 1WITH RTU M , I1 1 OWNER FURNISHED Tr..1) 4" MIN ROOF CURB (FURNISHED _ ROOF CURB IRAP BY OWNER) ¶1 ""' ADAPTER SEAL CANT STRIP —�4 I` �. _ 1 ROOF SURFACE-\`I ,tom EXTEND MIN. 3'-O" PAST TOP OF _ �I �� DOW►dHILL SIDE OF UNIT. RJOf DECK -,� �! TEE 26" LONG S.%. DUCT DROP (TYhICAL) --- ROOF SURFACE 26" LONG R.A. DJCT DROP PLUG MIPT - FOR CLEANOUT RETURN AIR GRILLE -FULL SIZE S.A. DUCE (CO) AND WINTERIZATION DRAIN 1 ROOF BAR JOIST. \ `nim SEE STRUCI I)WGS PERFORATED STEEL TUCONDENSATE (TYF ) AIR DEFLECTOR ��. , 1 rrDISTANCE SHALL NOT- �_- •- 5.A DUCT j AI DRAIN PIPING D E 1 AIL IMF EDE AIRFLOW 1 TRANSITION ADJUSTABLE DRUM LOUVER `"•�`" ~ • r® ' SCALE: NONE SUPPI_Y AIR GRILLE (4 SIDES) SUPPLY DIFFUSER BOX • ' NOTES: .- INSTALLATION OF DUCTS, DIFFUSER BOX, & GRILLES SHALL BE PERFORMED BY GCC. �� INSTALLATION LIF DUCTS, DIFFUSER BOX, be GRILLES IS TYPICAL FOR RTU-1 THRU 4 • MINIMUM 4" X 4" NOMINAL __ 1, HUGE GALV. STRAP ANCHOR WITH DO NOT INSTALL FLEXIBLE DUCT CONNECTIONS FOR S.A. & R.A. DUCTS FOR RTU-1 . III 4 WOLMANIZED LUMB[R X 24" THRU RTU-4. ;a.` MIN LENGTH. CENTER N� ') #10 X 2" GALV. SHEET METAL BELOW PIPING. SCREWS. GAS PIPING - REFER RTU-1 THRU 4 SUPPLY & RETURN AIR DUCT & GRIL'_E SPECIFICITIONS ON r +M 10'11111. SHEET M4 FOR FURTHER REQUIREMENTS AND CLARIFICATION. Grp i �� -- ROOF SURFACE DI awng References f HAC SHALL PROVIDE AUXILIARY STEEL CHANNELS, ANGLES, AND/OR UNI-STRUT AS REQUIRED TO SECURELY SUPPORT THE S A. DUCT, DIFFUSER BOX, AND GRILLES SINSINIr - FROM THE ROOF STRUCTURE PROVIDE VIBRATION ISOLATION FOR SUPPORT FRAMING No Drowinys NOTES: I PIPING SHALL BE SUPPORTED AT ALL ELBOWS AND III TEES AND Al SPACING SPECIFIED IN SECTION 158. 1111.0. ';' PIPING SHALL BE SLOPED AND ROUTED TO PREVENT f TAPPING CONDENSATE (EXCEPT AT DIRT LEGS) AND RTU - 1 THRU�/ ,4 SUPPLY No TO r•.CILITATE CONDENSATE DRAINAGE. ... .. •,' 2 GAS PIP'NG PENETRATIONS THRU ROOF SHALL RE MADE W TERTIGHT BY MEANS SPECIFIED IN SCC iION AN1D R AIR DUCT 1H OR WITH APPROVED PITCH POCKETS. �� _ s iw�+ IIII 5 BLOCKING ABTEROOFPSURFACE SHALL HAVE MEMBRANE 1 AND GRI LLE DETAIL iii .. 4 DO NOT ATTACH 4" X 4" BLOCKING 1^ ROOF M1 M3 SCALE: NONE ..mmoo .- (IYPICAI AI.L GAc PIPING ABOVE ROOF) .. ROOF GAS _ PIPING Iii •sowsmsissersass • 4 SUPPORT DETAIL a _. 1.11.111 .11111•40•1111 M1 M3 SCALE: NONE ■ ..".. v____ ■ WIMWWWWWWWWWWW1WWWWWM . 5 ` I 1 I • • • E31D DATE: CADD NAME: 636M30 PROJECT NO.: 898636 • DRAWN BY: JWS CHECKLD BY: TMG _•� PROTOTYPE DESIGNATION: 1999 BRI) 37K REV 0.99 •,_ : Cil' O@C 10877 WATSON ROAD ST. LOUIS, MO 63127 VENT CAP W/-� PROJECT MANAGERS BIRD SCREEN . • FLUE DIAMETER AS MIN. OF 3-O" HEIGHT OR SHOWN ON DWCS. �� 0 PRp ` I • • 2'--0" HIGHER THAN ANY `C^ 41 PN a •f�lr OBSTRUCTION WITHIN 1C-0"-\ - COUNTER FLASHING, • MAKE RAIN TIGHT "UN 3 0 199ci / 10,11: ' • PROFESSIONAL ROOF SURFACE FLASHING COLLAR - OF RECORD: GON 1 SECURE TO ROOF DECK r JAMES C. ALBERTS ► 21..:›1,0 HANGER RUL, �TYP.) I - - -�� 314-821-1100 SIZE AND NUMBER PER SHEET METAL SLEEVE �' MFR. RECOMMENDATIONS. PAINT PER OWNER'S PROVIDE AUX. FRAMING I■ I REP, DIRECTION, AS REO D TO SECURELY 1_ , • SUSPEND UNIT FROM ROOF FRAMING. -- >� ��\ FLUE CAP fie®__/` • T '• ,..,,,,.._IN,,.,,,_..,,.IMM IMIWWWWWWWWW.WIM 1 - GAS PIPING - SIZE AS I , '-•r NOTED ON DRAWINGS. Notional effice 46 Frp Road 3 Par • u-, NJ 07652 (201) 599-7800 �-- CLEAR HEIGHT AS ,, -�/ NOTED ON DWGS. y tr. FLOOR ELEV. ` ! / This drawing is the Exclusive Property of • TOYS "a' US. The information shown may NOTE: not be used nor the Drawings Reproduced MOUNT THERMOSTAT AS without permission of TOYS "51" US. '� c:HOWN ON DRAWINGS. /Ma ' Location • , . , UNIT HEATER_ DETAIL T� GARD , OR . My-SCALE: NONE . • / go '�� Drawing Title 1 MECHANICAL DET1ILS • Scale Date AS NOTED 1' 11 GC 1999-00244 Sheet Nca. IFC 1999-00551 [fllP 1999-00223 i 1,10 'I qtY)-Yb'I 53 M 3 A ., 7805 DAR (MOUTH 1)(1 59 of 101 11111111111� .,.... R • If this r••:Iicr appears clearer than the „ + I.mrlll, the docunlcnt IS HI marginal gin;ii 'I''1111% e. 1Y11C1'Ot 11111C(I I • , 1: 1'' (11111't111II ' I ' 11iI ! II11jIj ! ! II1ij1I ! I !! Ii i !.r ;Ilii 1 , , I1 11i. I1 fl1! 11.111. 1I ! 11, 1 ,11111' in, , . • :. t: 1 � 111� 'I'Iflil ! l � li li, li,i, ffill , , i , •i , , i1 I _ { 5I I .r t INCH MADE IN CHIN/1 - r ` , eM 2 I -,-1----, 1 $ . .1.. I, t� . t . 1 . ---11- iii-11 .. I j_ ft 1T-l I I ' - 1111111111111!llllli11111111�1!!!!i111 11!1111111I!!.111111!!!lllilf!l1111'I'"'ll Idli11 11!!Il!nhiii.i liwif 1111.illi,!ii!Lehi!i!!!iiii!iiili!!Iniii,iill ilillii1t11i!liiiiflilii'Iili,iiiiihi11.. ,w!!!,,,11,If,,,., ,,,, 11,,,,,,,1111,1,,,,,!,• • • et . , • Revisions • FAN OWNER FU rEUIPMENfl RO F TOP UNIT SCHEDULE dWNER FURNISHED - Dat. Description CHEDULERNISHE. D . , ---- ------ - • 2-16-99 PERMIT APPLICATION Plimmiammmirmarnomporrem MARK MANUFACTURES SIZE/MODEL C.F.M S.P. FAN C D TA --- DRIVE ACCESSORIES REMARKS LOCATION ISSUE DATE: ARCH. CONSULTANT. A_ ..__-_-__-.-_�.___- _�IN W.C.__ ___ R.P.M. H.P. /W VOLTS PHASE. _ CASCO CORP.__ APM: ADDED U.A. MIN. SCHEDULE -+ REVISED DATE: ADE/FESS: 10877 WATSON RD. _ APM FAX #: _1 GREENHECK BSQ-100-4 770/1166 0.125 686,'1488 1 4 H.P. 115 1 0 DS,AP,OSG,BG,VI INLINE FAN BREAK ROO'1 �; ' / REVISED DATE: CITY/STATE/ZIP: ST._LOUIS, MU. 6317 AFM E-MAIL (2 SPEED) - ---- ----- _ _____EF "- -"1 CONTACT: JIM SNYDER I . GREENHECK GB-100-4- 2A y1U 0.250 114h 1/4 H.P. 115 1 8 DS,BD,AP,PC,US ROOF MTD. TOILET ROOMORDER/CUNFIkMATIJN # - PHONE/FAX 0141 $11-1100 / FAX (314) 821 4182 (..PM: CPM FAX #: _ ______�' ACCESSORIES: OS - DISCONNECT SWITCH, BD - BACKDRAFT DAMPER, AP ADJUSTABLE PULLEY, OWNER NAME: j3ABIES R US ___- _ E-MAIL TPUOCASCOCORP.COM ______-__-__ (;PM E MAIL: _ _.. . a PC - PREFAB CURB, BS - BIRDSCREEN, OSG - OUTLET SUPPLY GUARD, BG - STORE #: _ _ BELT GUARD, VI - VIBRATION ISOLATORS, FSC - FAN SPEED CONTROLLER - --- FIXTURING (RACKING) DATE: "�-"'�! ADDRESS: 2,500 Southwest DartmVuth . • SSSS,,,,,- CITY/STALE/ZIP: Tjggrd, OR. _^^___-_ DELIVERY DATE: _ -_-- _ i UNIT HEATER SCHEDULE EQUIPMENT MARK RTU-1 THRU 4 RTU-5 RTU-6 t�TU•-7 NOT USED111 r MARK MANUFACTURER MODEL © T U H C.F.M. GAS EL C I ' L 1AA FLUE WEIGHT NOMINAL TONS .) % 2 1/2 a 'I;. INPUT- OUTPUT CONN H.P. VOLTS PHASE HERTZ DIA. (LBS. ACCESSORIES LOCATION NOTES ■ oli--1 REZNON FE100 IU0,00'.' 80,000 1:su 1/2" I "3,) I1`, 1 60 6" 91 REFER SPECIFICATIONS SEC ON 150 RECEIVING 1,2 TOTAL COOLING (MBH) 251.4 35.8 3u / 103.5 --- SENSIBLE COOLING (MBH) ____ 213.7 30.2 25.8 79.0 U NOTES: -- ■ • 1. PROVIDE OPTIONAL DISCHARGE WITH VERTICAL AND HORIZONTAL AIR PATTERN VANES ON LOUVER. TOTAL CFM 8,000 1200 1100 34001111 ---------^�� 2. PROVIDE UNIT WITH OPTIONAL UPPER-HALF SAFETY FAN GUARD. - ■ ............ ENTERING DRY BULB/WET BULB CO ;8.44/63.52 18.85/63 66 76.0G/62.73 75.60/62.60 COND. AMBIENT ('F) 86 nr, 86 8F - r ' ... HEATING &_COOLING SET POINTS • III I -- 1 , i - ~. GAS HEATING INPUT (MBH) 169/260 /8.0 75 84.5/130 � U D I FFU S L_R �c GRILLE SCHEDULE UNLESS OTHERWISE DIRECTED BY TOYS "R" US, THE FOLLOWING SET POINTS SHALL APPLY 10 ALL SYSTEMS: -- ■ GAS HEATING OUTPUT (MBH) 135/208 61.6 60 67.5/104 ■ ACCESSORIES �`� OCCUPIED COOL - 78' UNOCCUPIED COOL 85' _ __ ^MARK APPLICATION MANUFACTURER / MODEL MATL. FINISH VC PC REMARKS OCCUPIED HEAT - 68' UNOCCUPIED HEAT - 58' 3 H.P. 1 1/2 N.P. 1/3 H.P. 2 H.P. - ■ - �- BLOWER M.P. OR KW Si I CEIL:NG ANLMOS:AT / DI' STILL BM LAY-IN T-BAR -' NOTE: Drawing References IHERMOSTATS FOR HEATING ONLY SHALL HAVE ;ET POINT RANGE OF 551 TO 751 & FOR HEATING & COOLING SHALL. MIN. OUTSIDE AIR CFM 2499 420 100 185 Si• DUCT MOUNTED ANEMOSTAT / 52H0 .4LULIIULiti1 BWE X x OPPOSED BLADE DAMP HAVE SET POINT RANGE OF 551 TO 851 (ADJ.) iU PROVIDE A RANGE. OF 10' BETWEEN FULL HEATING & FULL COOLING - ALL HEATING & COOLING THERMOSTATS SHALL BE DESIGNED TO TERMINATE ALL HEATING 0 681 & ALL COOLING 0 781 COMP. H.P. OR KW 16.0 KW 2.2 KW 2.5 KW 6.2 KW Na Drawings HVAC EQUIPMENT SHALL COMPLY WITH GOVERNING CODE. 1111 _ r S3 CEILING ANEMOSTA1 / SUM STEEL BWE X x SURFACE MOUNTED -- - • - POWER SUPPLY (VOLTS-PHASE) 460-3 460-3 230--1 460-3 ■ • -"-� �! ��..� .� S4 SIDEWALL ANEMOSTAT / IJ _ ALUMINUM BWE X •• DRUM LOUVER IFILTERS 2" 1 A. 7" T.A. 2" T.A. 2" T.A. -`-- E I CEILING ANEMOSTAT / SUM STEFI EMT . SURFACE MOUNTED SEI S I�� I _j ROOF C ' __ _______ SPECIFICATIONS EXTERNAL S.P. (" OF W.C.) 0.45 0.60 0.60 0.60 • L2 CEILING ANEMOSTAT / S3HOD S It L.1 OWL . SURFACE MOUNTED - _ - ""- -. -- ■ .� ( VVHERE REQUIRED) APPROX. WEIGHT (LBS. - W/CURB) 2800 800 536 �' 1460 - T1 CEILING ANEMOS1A1 / GC5 ALUMINUM Ow1 LAY-IN T-BAR 4 - ---- --- • EQUIP. EER/IPLV/SEER 11.0/11.8/-. -- -- - -/---/12.0 8.8/---/10.0 11.0/12.C/--- T2 SIDEWALL ANEMOSTAT / GC5 AL.IIMINUM LI WE SURFACE MOUNTED ECRUSHALL PROVIDE AND HAC TO INSTALL: `- 4014 ��' ---- - IIHY CURL) 1C-3 INSULATED CURB WON SEISMIC CAPABILI I Y FOR SEISMIC' LENNOX MODEL NUMBER L-GA24OH LGA036H GCS16-030-75 LGA102H R1 CEILING ANEMOSTAT / GCS ALUMINUM OW1 LAY-IN T-BAR ZONE 3, WITH THY-CURB SEISMIC RESTRAINT BRACKETS. • .5 i '""' -' ACCESSORIES/OP TIONS FURNISHED BY OWNER (Y OR N) ■ t R1 CEILING ANEMOSTAT / SUMILL OWL. X y SURFACE MOUNTED .... -._.. - -"-'�" _, _ 1 4 S (� (� Y FACTORY INSTALLED ECONOMIZER W/BAROMETRIC RELIEF, r Y ■ .3 SIDEWAI-1- ANEMOSTAT / GC5 ALUMINUM 1'3WE - SURFACE MOUtiT111 RTU ---, ! TH R U UI 1 I_. I S' DIFFERENTIAL ENTHALPY CONTROL & OUTDOOR AIP HOOD -� •U FINISH: BAKED OFF-WHITE ENAMEL (BWE) F' - TWO POSITION DAMPER 1 II N 1 -- J • ACCESSORIES: VC-VOLUME CONTROL •► - PROVIDE LOUVER WITH RETURN AIR [DUO r-`N L� ' ALTERNATE DRIVE t l lel r-r'IVE- 1 �''I r1 I' ' I'RI PC-PATTERN CONTROL OPPOSED 9LADE DAMPERS. GRILLE SPECIFICATIONS c II IIill • �� -�-- 4-WAY DROP BOX W/DRUM DIFFUSER PACKAGE• _ ___ ��_� �- -� -� -�__ �_� r 1-IAC SHALL PROVIDE AND INSTALL:• SEISMIC ROOF CURB W/RESTRAINT BRACKET , T ' 1. SUPPLY DIF FUSER BOX, RETURN GR;LLE AND SUPPLY AND RE1URN AIR BID DATE: 6-7-x9 ' DUCTS AS MANUFACTURED FOR TOYS 'R' US BY: BOTTOM POWER ENTRY KIT (IF AVAILABLE) l'ADD NAME: 636M40 PROJECT NO.: 898636__ ROOFTOP SYSTEMS, INC. - _~ - -�--� C)RAWt`I BY: JWS CHECKED BY: INC. 1811 TRINITY VALLEY SMOKE DETECTORS S.A./r.A. FACTORY INSTALLED** r ti N 'I PROTOTYPE DESIGNATION: 1999 FRU 37K REV. 0,9,9 ' CARROLLTON, TX 75006-6510 _ --• TELEPHONE #'S (214) 247-7447 800) 552-4822 DISCONNECT SWITCH (NON FUSED) FACTORY INSTALLED T Y 14 I MECHANICAL ECH AN I CAL SYMBOLS .AND FAX # (214) 243-0940 r 'r Y �- N 1 -� .i, SERVICE OUTLETS (GFCI TYPE, FACTORY MOUNTED, FIELD WIRED BY ELC) _�._.__ IgG B(gC ABBREVIATIONS LEGEND 2. DUCTS, DIFFUSER BOX & DRUM LOUVER SHALL BE OF SIZES AS RECOMMENUE I1 .- BY MANUFACTURER FOR CFM AND RTU MODEL LISTED FOR RTU-1 THRU 4. LENNOX SUPPLY AND RETURN DIFFUSER PACKAGE r f N tl N 1Q877 WATSON ROAD SUPPLY DIFFUSER BOX STATIC PRESSURE SHALL NOT EXCEED 0.45" F-OR l ST. LOUIS, MO 63127 LISTED CFM, A.F.F. ABOVE FINISHED FLOOR - -- -G- -- - EXISTING GAS PIPING fiQ ; PROJECT MANAGERS APPROX. APPROXIMATE: t. PERFORM TESTING AND BALANCING AND SUBMIT REPORTS TO THE * - FIELD SUPPLIED DRIVE REQUIRED. • BLDG. BUILDING ---G--- NEW GAS PIPING ENGINEER IN ACCORDANCE WITH SPECIFICATION SECTION 15D. GRILL CUBIC FEET PER MINUTE ** OWNER SHALL PROVIDE FACTORY INSTALLED SMOKE DETECTORS IN THE C.L.;q CENTERLINE -_--1 ! H--- UNION ., ;-` __.. ,__�_� 2. REFER TO ROOF FRAMING PLAN FOR EXACT LOCATION OF SUPPLY AND RETURN AIR DUCTS IN RTU-1 THRU RTU--4 AND RTU-7 O PR Orel COL. COLUMN ROOF TOP UNITS. WIRED TO SHUT DOWN THE EVAPORATOR BLOWER UPON ACTIVATION. ��- DN DOOR HEATER (AIR CURTAIN) }_4_i DIRT LEG {IAC SHALL. WIRE SMOKE DETECTORS TO THE FIRE ALARM SYSTEM \�, C�1 N E�� tit) • 3. PROVIDE PROPER DRIVE PACKAGE FOR LISTED CFM. (TROUBLE SIGNAL). REFER TO "NOTICE TO BIDDERS" ON THIS SHEET. JUN (4, ' lt7,l s l ' r ,. DISC DISCONNECT DIAMETERJ MINIMUM OUTSIDE AIR R L Q U I R I=M E N TS 0 1995, DN. DOWN '-�}- GAS COCK DOM. DOMESTIC -- DWG. DRAWING -__1 DAMPER PROFESSIONAL • OF RECORD: J _GON EER ENERGY EFFICIENCY RATIO THE FOLLOWING DATA IS BASED UPON OSSC NOTICE TO BIDDERS -, 1 S EF EXHAUST FAN REF: SMOKE DETECTORS FOR ROOFTOP UNITS JAMES C. ALBERTS iF 21 .,c;,\`''�� ELC ELECTT?ICAL. CONTRACTOR SUPPLY AIR DIFFUSER TABLE 12-A. Ni EMS ENERGY MANAGEMENT SYSTEM r THE AND ENWIRNOXD I"1 BOTH ROOFTOP UNITSE ARE AND ALLY UAINISHEDR WITHFOR SMOKE O UNE DETECTORS CFACTORY AANTLARGER.OINSTALLED 314-821-1100 C. P\�� NL. ENLARGED ZRETURN OR EXHAUST GRILLE ( Auk- . LQ.IIP. EQUIPMENT SALES: 4151 EX I. EXHAUST • NET AREA: 30,191 S.F. I DURING BIDDING, THE HAC SHALL BE RESPONSIBLE TO DETERMINE IF THE LOCAL CODES AND/OR THE 1 THERMOSTAT , / gal FIN. FL. FINISHED FLOOR OA = 0.3 CFM/SFX 30,191 SF = 9,057 CI l.� LOCAL BUILDING/FIRE DEPARTMENT OFFICIALS REQUIRE THE SMOKE DETECTORS TO BE INSTALLED IN _ ( / f • ` FURN. FURNISHED THE DUCTWORK IN LIEU O. BEING FACTORY INSTALLED WITHIN THE LENNOX UNITS. yyy II I I • HAC HEATING & AIR COND. CONTRACTOR ��_ FLEXIBLE DUCT CONNECTION 9,057 CFM/4 UNITS = 2,265 CFM/UNIT `--' '� . N.P. HORSE POWER rT UR r' ! 1 r 1 ' kETURN, EXHAUWHEN APPLICABLE, THE HAC SHALL BE RESPONSIBLE TO INCLUDE IN HIS BASE BID WORK, THE COST HVAC HEATING, VENTILATING, AIR COND. PRE-PRE-SALES & RECEIVING: TO REMOVE, RELOCATE, AND REWIRE THE SMOKE DETECTORS IN �.XAl10NS AND ARRANGEMENTS IN, INCHES) OUTSIDE AIR DI .T NET •AREA: 5082 S.F. ACCEPTABLE TO AND AS REQUIRED BY LOCAL CODES AND OFFICIALS. IT IS PRESUMED THE HAC IS National 0 five IPLV INTEGRATED PART LOAD VALUE '41DISCHARGE OR SUPPLY AIR DUCT OA = L).1 J CFM/SF X 5082 SF = 762 CFM OR WILL BE FAMILIAR WITH TNF LOCAL CODES AND PRACTICES. THEREFORE, THE CONTRACTOR'S 461 From• Road KW KILOWATT(S) FAILURE TO BE THUS INFORMED SHALL NOT CONSTITUTE JUSTIFICATION FOR AN ADDITIONAL PAYMENT 9,057 + 762 = 9,819 FOR RELOCATING AND REWIRING SMOKE DETECTORS. Paramus, NJ 07652 MBH 1000 BTUFIfai 51-125 .�-_.__ SUPPLY AIR-AIR QUANTITY (CFM) DIFFUSER ..._ (2O1) 599-7800 MFR. MANUFACTURER 824`. ._._.____ DIFFUSER SIZE (NECK/FRAME) DESIGNATION 9,819 / 4 = 2,455 PER UNIT (RTU S 1 THRU 4) MIN. MINIMUM _ """� N.I.C. NOT IN CONTRACT GAS PRESSURE REGULATOR SPECIFICATIONS " N.T.S. NOT TO SCALE TURNING VANES - NUMBER OF VANES SHALL BE. •��. 0.A.;0/A OUTSIDE AIR BASED ON ACTUAL DUCT SIZE AND NOT ON BREAK RM: drawingis the Exclusive Property of 20x12 SCHEMATIC SYMBOLS ON DRAWING. r - - This p .. PBC PLUMBING CONTRACTOR 10 PEOPLE X 20 CFM/PERS = 200 CFM MANUFACTURER CFH INLET SET PLBG. PLUMBING DUCT SIZE DESIGNATION: SIZE IS SHEET METAL SPRING COLOR-RANGE-CRIFIC E TOYS "Fl" !IS. The information shown nay , R.A. RETURN AIRLSIZE. ALLOWANCE HAS BEEN MADE FOR TRAINING RH: MODEL CAPACITY PRESSURE POINT REQ'D. REQUIRED INTERIOR INSULATION WHERE SPECIFIED. 8 PERSON )' 20 CFM/PERS = 200 CFM• • -- not be uses! nor the Drawings Reproduced SCHLUMBERGER ! without Prmission of TOYS "A" L)5. RTU ROOF TOP UNIT UNIT S ! UP TO 150 1 , I G. 7 inches W.C. LT.GREEN - 5.5 to 8.0 Inches W.C. - 1, 8" p S.A. SUPPLY AIR EQUIP.MENI DESIGNAT1911 MOl HER 7 RM: • - SEER SEASONAL ENERGY EFFICIENCY RA110 ,/ MARK I PERSONS X 20 CFM/PERS = 20 CFM a 3iR 3, 4"x3/4" • S.P. STATIC PRESSURE SCHLUMBERGER 150 TO 400 2 P.S.I.G. 7 inches W.C. LT.GREEN - 5.5 to 8.0 inches W.C. - 1/4" Location SHT. SHEET LE ( XX ) KEYED NOTES ON DRAWING RTU-5 TOTAL 420 GEM B--31R 3/4'x1" SVC. SERVICE - SCHLUMBERGER 400 TO 800 2 P.S.I.G. 7 inches W.C. LT.GREEN - 5.5 to 8.0 Inches W.C. - 3/8" Ti G A R D , OR . • STAT THEROSTAT TRANSFFER FAN / REVISIONSMANAGERS OFFICE: I B-31R 1'x1" TF 2 PEOPLE X 20 CFM/PERS = 40 CFM SCHLUMBERGER j TYP. TYPICAL 1"x1 1/4" 800 TO 1100 2 P.S.I.G. 7 inches W.C. LT.GREEN - 5.5 to 8.0 inches W.C. 1/2" ' UH UNIT HEATER Drawing Title r W/ WITH COUNT RM: - ' - W/O WITHOUT ‘rIP POINT OF• CONNECTION 2 PERSON X 20 CFM PERS 40 CIM SCHLUMBERGER " 1100 TO 1900 2 P.S.I.G. 7 Inches W.C. GREEN - 5.5 to 8.5 Inches W.C. - 1/2" / B-34R 1 1/4"x1 1/4 1I41 ECR ANI CAL • VAV WATT(S)BLE AIR VOLUME EQUIPMENT RM: - W.C. WATER COLUMN FMS -__. FIRE DAMPER 1 PERSONS X 20 CFM/PERS 20 CFM ;CHLIJMEERGER UP 10 1800 5 P.S.I.G. 2 P.S.I.G. SILVER - 5 P.S.LG. TO 2 P.S.I.G. - 3/8" SCHEDULES ,, % NT TELCO RM: B 34N 0 PHASE 'F DEGREES FAHRENHEIT 0 PERSONS X 20 CFivl/PERS -- 0 CFM 1 NOTES: Scale Date 1 --REGULATORS ARE FULL CAPACITY INTERNAL RELIEF TYPE. AS NOTED 6-'7-99 _ . P11J-7 TOTAL ;00 CFM -REGULATORS TO BE INSTALLED WITH RELIEF VENT IN POSITION TO PREVENT ENTRANCE OF WATER (PROVIDE SCREENED Sheet No. MI ( I099-0,1'IT VENT ELBOW AS REQUIRED). VENT OPENING TO BE LOCATED 12" MIN. ABOVE ROOF LEVEL. V 4 A . . I.I.(• 1999-011551 .. .in/1119(7t())9. 3th' 1999-00223 ^-•^^ `� `'-'�/`.` , .�-/`^- ._.,�/-^-.•^^- ---TAG REGULATOR WITH INLET AND OUTLET SETTINGS, AFFIX WARNING 'DO-NOT REMOVE' w� 'LSM 1999-(10173 7805 DARTMOUTH I /a�r. 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' !, • • • I • Revisions ElDote Descri•tion agogPERMIT APPLICATION PLUM B I N C SYMBOLS AND I iiiiilliABBREVIATIONS LEGEND ill=1 �= • . 5 �1 •8 A.F.F. ABOVE FINISHED FLOOR -- <1 - GATE VALVE OR SHUT- OFF VALVE CO CI) l� 4 APPROX. APPF2UXIMA TE 111-11 BFP BACKFLOW PREVENTER -?\}- CHECK VALVE i . BLDG. BUILDING C.L.,f CENTERLINE COOP ----- GLOBE VALVE CLEANOUT DECKPLATE COL COLUMN ___ PRESSURE REDUCING/REGULATING MOTHERS ! 6" SAN SEWER SLOP, AT III COWP CLEANOUT WALLPLATE -- VALVE (MRV) ROOM 11X MIN. EXTERIOR OF BLDG. NOTE: �� C-W. COLD MATER 110 INSTALLATION SHALL BE PER CONNECT ROOF DRAINS 1G 111111111.111 ON, DIAMETER — FLOOR DRAIN NTH P-TRAP UN LOCAL STANDARDS Ac REGU UNDERGROUND STORM SEWER 1 • DOWN LAIIONS REFER SITE DWGS SYSTEM AND TERMINATE OVER DOM. DOMESTIC -- 0- --- CLEANOUT DECKPLATE (COOP) TRAINING FOR DEPTH ANU LOCATION FLOW DRAINS THRU WALL AT • • ELC C DRAWING ROOM PRIOR 1O INSTALLATION - 3'--0"t BELOW ROOF DECK. s� ELELECTRICAL CONTRACTOR CLEANOUT WALLPLATE (CO )WF' . 4 ELECT. ELECTRICAL --� WALL HYDRANT/HOSE 8188 C11 i i EWC ELECTRIC WATER COOLER4" RD ) III. FD FLOOR DRAIN -- II ROOF DRAIN WITH CLEANOUT /,_ 1 OD 5" OG 5 OD117 (-.0(7) OD �"IIIV POWER FIN. FL FINISHED FLOOR W 1 1 POWE FR FLOOR RECEPTOR 4" RD I. ----1 I F---- UNION GCC GENERAL PERH CONSTRUCTION CONTRACTOR ENLARGED OU 5 GPH PIPE RISEOM 1 �4" mii .-4" —4" 4" ,-4" :5- GALLONIS PER HOUR ----�0 PLAN • " 4• RU4' RD 1 4" RD I ,_GPM HEATING NIS PER MINUTE GAS RISER DWG. P2.0 4 S" 5" 5. / S- 1 (/-rI 1 i.HAC NEATINI; AN�i AIR GOND CONTRACT �T -� PIPE DROP REF. MUCH i1= _ __ __ _ va' ..____ H HOSE BIBB z__ -` - SPRINKLER RISER 2" DOMESTIC WATER SERVICE, DWGS.--� t _� • HP HORSEPOWER SEE DF TAIL SHEET P2 • ' H W HOT WATER M WATER METER "' �'""I ' '�, HWH HOT WATER HEATER O COORDINATE WITH CIVIL DWGS SPRINKLER �`� • LAV LAVATORY POINT OF CONNECTION/ FOR LOCATION OF METER ANO RISER---� I " 4 I'` t_ ' _ _ _ _ �_ ,, _ _ _ - �, c .� ••"�"�"` MIN MINIMUM ELEVATION/INVERT BACKFLOW PRE_VENTER.. - 4. , OD F � D --� " WOMEN R 11 `' 0 2 1111. ® s' MFR. MANUFACTURER COLD WATER PIPING �'�- _ . : NOD N MODEL NUMBER 3/4" GATE - �� III ,, I1 09 PRE—SALES dN LC. NGT IN CONTRACT - - IAREA 0c HOT WATER PIPING VAI VI. jr{.__ rN.T.�. NOT TO SCALEr I --' OD OVERFLOW ROOF DRAIN Ij __ i 1 HOT WATER RETI}RN PIPING ® I 1_ ( iT I I 1 I l 1 ) J 1 i ,� — .c. OFC PLUMBING RAINWATER LEADER -} PBC PLUMBING CONTRACTOR Ll WL RAINWATER LEADER (RWL) 12- v SEE ENLARGED PLAN I __ __ _ I .+ ] DrawingReferences PRESS. PRESSURE FOR DOM WA1fR 1 P.SI;PSI POUNDS PER SQUARE INCH SOIL/SEWER/WASTE PIPING BREAK CONTINUATION _ - -� P.S.LG. PSIG POUNDS PER SOUARF INCH GAUGE ROOM "�'� ' '� MEN ' • ___ • _o roeings RD ROOF DRAIN -- VENT PIPING -- ' REVD. REWIRED --- 1 � ? I107 I RPZ REDUCED PRESSURE ZONE BFP PLUMBING FIXTURE OR EQUIPMENT — _ _ - " -I o_ . _-._ i�Y RWL RAINWATER LEADER GO ` __ _._ --- - I- - _ SAN. SANITARY E- ----- MARK (DESIGNATION FOR SPECIFICATION I I I w - �I SHT SHEET OR MARK FOR SCHEDULE ON DRAWING) I JANITOR I i RECEIVItiG ,. 4_�. ■ __.. , SVC. SERVICE ( XX ) NOTES ON I RAGING I • -T 1 08 II ` 11 4 1 I i A SYM. SYMMETRICAL , ' l' __ I • TEMP• . TEMPERATUREA I I _ `" I SKrIIGMT I ' I �' TP TRAP PRIMER REVISIONS Fleir (TVP) . 1YP. TYPICAL I I I s. UR URINAL 1 V RISER VENT RISER V T R.F. VENT THRU ROOF FLASHED I r I - �- �� _.q.�. MO _! I} WC WATER CLOSET _ I II __- ____ ___-. 111- WH WALL HYDRANT f I '' I ■ XT THERMAL EXPANSION TANK II I . 'F DEGREES FAHRENHEIT I • o _______ . .._ .„ ■ • - . _.._e �. II . . KEYED NOTES �IIN (APPLICABLE TO DRAWINGS P1 THRU P3) ' I I C ' J ALL ABOVE GRADE PIPING SHALL B RUN CONCLALIU WITH(-- TOILET AREA WHERE HUNG I I �-- � ; T II • CEILING IS APPLIED. -- I I l r 2 J FLUSH CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED ON THE WIDE SIDE I I • ■ OF THE TOILET AREAS. I -.-1'I ....�.... I ! 3 3 4" VACUUM RELIEF VALVE. SEE SPECIFICATIONS SECTION 15C II'1 I I II L� / ' I SALES pip pT PI?TNG 1 I I ,� 4 ) TEMPERATURE/PRESSURE RELIEF VALVE WITH NO TRAP IN RELIEF LINE ROUTE RELIEF LINE DON SROUTE. PI FULL SIZE, WITHOUT UPWARD OFFSET, TIGHT TO WALL AND EXPOSED IN THE JANITOR'S I ( 101 I JUN x7 1999 CLOSET TO FLOOR RECEPTOR (FR-1) AND TERMINATE Al 2" ABOVE FLOOD LEVEL OF FR--1 I' BID DATE: CI11 _ I536P10 NO.: gM8 3b ' _ __ _ _ __ __ __ _ ___ _ __ _ _ �, CARD NAME _ PROJECT S SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4" PER FOOT (MIN. AND TYPICAL.) - • _...- ._ _ . DRAWN BY: JWS CHECKED BY: G II IPROTOTYPE DESIGNATION: 1999 BRU 37K REV_ 099____- • ( 6 I OFFSET 4" STACK AT ROOF TO AVOID ROOF FRAMING (IF REQUIRED.) I I' 7 ALL HOT AND COLD WATER PIPING SHALL BE INSULATED WITH I" THICKNESS OF OWENS- -- 1 I - I CORNING HEAVY DENSITY INSULATION WITH ALL SERVICE JACKET. K • 0.25 AT 100' F MEAN. ' LEL) ABOVE GRADE DOMESTIC COLD WATER PIPING IN SALES, PRE-SALES, AND RECEIVING AREAS I 11 1 1 ' r `� SHALL BE ROOTED A5 HIGH AS POSSIBLE WITH ALLOWANCE FOR SLOPE AS REQUIRED. I I ____,I I �L..�ie'J�O LL.) PROVIDE 20" X 20" X 9" DEEP GALVANIZED SHEET METAL PAN UNDER HWH-1 WITH 1 1/4" ! I I 10877 WATSON ROAD DRAIN PIPE ROUTED TIGHT TO WALL AND EXPOSED IN JANITOR'S CLOSET TO FLOOR RICEPTOP II I I I' ST. LOUIS, MO 63127 (FR-1). TERMINATE DRAIN PIPING AT 2" ABOVE FLOOD LEVEL OF FR-1. I I l pE20JECT MANAGERS i I I I I ( 10 ) 1/2" C.W DOWN INSIDE WALL. STUB OUT OF WALL INTO BREAK ROOM AT 12" A.F.F. AND UI I 41 11 INSTALL 1/2" GATE VALVE FOR VENDING MACHINES CONNECTION. COORDINATE EXACT LOC-- ( I I ATION WITH OWNER'S REPREFiENTATIVE. �Y_.--_ _. _-____.. _ .. ___. _---...___ �_ .. _-__ �. ___ __. -. �(�:�� PR , " _ _ ,JUN ' 1 4 ;, GIN . I1 1 0 9g, o t t� 3/4 C.W. DOWN INSIDE WALL TO HOSE B188 (HB-1). LOCATE HB-1 AT 12" BELOW BOTTOM I II' c,' OF ROOF DECK ADJACENT TO ROOF ACCESS LADDER. PROVIDE AUXILIARY FRAMING AS REO D I I I I i • TO SECURELY MOUNT HB-1. ` I pf �, 1U, 0'r r - 1 11 PROFESSIONAL i 12� MOUNT FREEZE-PROOF WALL HYDRANT (WH--1) AT 1'-6"t ABOVE FINISHED GRADE BUT tN-Q_T EQUIPMENT LOWER THAN 6" A.F.F. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH OWNERS ROOM 1; 7 �_.� - I— REPRESENTATIVE. 110Ei . ••� I OFRECORD: ALBER TS 9 •/( EisU,,e1� � A'� I' 314-521-1100 ��( 21. 5 MINIIIIMIMIMMINIMMIMIIM NOTE: TELECO 1 �i r r LR STORAGE RACKS ON 4-FT. MODULE UNLESS OTHERWISE SHOWN. PRIOR i0 ROUGH-IN OF UNDER-• ROOM I - .. I, GROUND SERVICES AND UTILITY RISERS, COORDINATE LOCATIONS OF RISERS WITH FIXTURE PLAN, r ' I � DWG. • •' . 3rfms F1, TO MINIMIZE REQUIRED OMMISION OF RACKS AND TO HOLD RACKING MODULE WHERE RACKS 1 UJ , 11� .1 01.. I MUST BE OMITTED FOR RISERS. (FOR EXAMPLE, RISER WITii TRIM, VALVES, AND ACCESSORIES SHOULD 1 DM I MO NOT TAKE UP THE SPACE OF TWO RACKS IF REQUIRED SPACE IS 4-FT, OR LESS, AND SO ON.) COUNT I l -" VESTIBULE CONTRA,;TORS SHALL PROVIDE OFFSETS AS REQUIRED IF UNDERGROUND SERVICE IS NO: LOCATED ROOM I I - - I I PROPERLY OR IF PROVIDED BY DEVELOPER OR UTILITY COMPANY. 1 C�, I 1 1 02 (', Nat enol Office CI 461 r.• Road NOTE fi 1 Para s, NJ 07652 CONTRACTORS SHALL REFER TO THE FIXTURING PLAN, DRAWING F1, FOR COORDINATION OF ALL PIPING, Is I 1 I EQUIPMENT, DUCTS, VALVING, AND SERVICE RISERS WITH THE OWNER'S STORE FIXTURING. ALL SYS'+FMS _-____.____._._-. ___-_ -____.__ ..__._.---_�___-_._____...._. I I (201) 599•-7800 SHALL BE ROUTED AND/OR LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES, SHELVING, AND RACKING, INCLUDING THE FUNCTIONAL USE OF SAME. INSTALLATIONS MADE WITHOUT CIVIL ENGINEERING DESIGN,- COORDINATION NOTIc REGARD TO STORE. FIXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER SPECIALNOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT: II CONSIDERATION SHALL BE GIVEN TO THE ESTHETIC INTENT OF THE FRONT GRAPHICS WALL OF THE I. This drawing is the Exclusive Property of STORE AND TO THE STORAGE AND MATERIALS HANDLING ASPECTS OF THE PRE-SALES AND RECEIVING 1 ) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. DOCK AREAS TOYS "A" US. T'-,r information shown may 2) CONTRACTORS RELYING ON DOCUMENi. NOT COORDINATED WITH T;-IE CML 1 I not he used nor the Drawings Reproduced • ENGINEERING WORK SHALL DO SO AT ,.HEIR OWN RISK. 1 , 1 without permission of TOYS "s" US. 11001. 1i. 3) COORDINATION WITH THE CML ENGINEERING DOCUMENTS HAS BEEN COMPLETED UTILITY NOTES: ONLY AS SHOWN BELOW. CONTRA';TOP SHALL VERIFY POINT OF CONNECTION TO SITE CIVIL ENGINEERING CONSULTANT IS: ANA ENOINVRT,4 INC. I I UTILITY SERVICE PRIOR TO COMMENCING INSTALL/0:0N. I II I Location PLAZA HEST SUI.iJI.9.,19 ta490�'1!'OAK PORTLAN(�OR. 97223 I I I Q CONTRACTOR $HALL ADJUST LOCATION AND DEPTH OF --.--- -- - - -- ---- :) TiG• `RD , OR . BUILDING SERVICES AS REQUIRED TO CONNECT TO SITE CIVIL SHT CML SHEET REV. REV. REV. REV. REV. REV. ",� Ei...:;) � 2 (11€_.) 0 UTILITY SERVICE. DWG. NO. DWG. TITLE NO DATE ND. _ DATE NO. ^ DATE 1 t L .6 41) _ D o1 1D UTILITY PLAN 1 1„/2!!/9E _ _ - CONTRACTOR SHALL MAKE FINAL CONNECTION TO SITE UTILITY SERVICE (UNLESS OTHER PROVISIONS HAVE BEEN '— _ - MAIN FLOOR PL.AN Pr (awing TII;Ie - - _ - PLUMBiNG - MADE). - _--4 ' , - CONTRACTOR'S FAILURE TO PROPERLY COORDINATE SERVICES _-_ __ _ _ -- SCALE: 1/16"=1°-0" SHALL NOT BE JUSTIFICATION FOR ANY EXTRA CHARGES -_-_ - __._.--- FLOOR PLAN sw �, _ - - -�-- - — - PLAN NORTH Scale AS NOTED Gate .TUN � 71999 ODORDINATI��ECALD BY INITIAL DATE INiiiAL � DATE INITIAL DATE ] DISCIPLINE:PLUNDING JWS 2/15/99 -- Jl MC 1999-00244 Sheet No. -._ I I.c 1999-00551 III IP 1999.0022 pi,m 1999-001 7805 i)AR`EMOUTH P 1 A ' i'1 i 61 III. 101 • flilightio,,,,,., „,., 5 , If Ibis notice appears clearer than the JUN 0 2 2000 • caro nf, the document is (1f marginal quality. ' tilicrOfift11cC� ' } „ b ,nro�a i i 1 l i I I I ' i 1 i ( I'` ::r 1, I�Illllllll !lll! 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CEILING LINE r—--—— _r, _" "1 — ---. _. _" ... ._._. _. __ .� ._ S" —sit 1/2- (MING LINE ►� I 2" 1„s 11/2” -2- r r 1 -- -1 T -TrT —I IIII1111111111 mi. .iiiii _ . . IA-2 1 1/2-11.+4-1 1/2" 1 1/2" I I II ;:I ' :1; " I " / 1 1 ' ( z I I I v III" I0 CHILD I A A 13 I 3" ./ �" 3. 3_ I I AIA_ I , 1 1/z I" 5- 1 1 I 11/14/ ...4,..; 1/2" 1 1/2 1 1/d" I � I � CHIID 1 1/L` 11,4" ir, I FD FR COWP .1111111E=' ® COt 1 1/2" COWP t ' t11 " 11/2 4P"' A r O 1 ‘-2_ IC 1 F D WC e 1 1 1/4" 1 1/{" Al 1/4' 2-WAY CLEANOUT (OWP W 3" _I' /2 \ 1 �1 1/2"- 1 1/2"- '1 t12" OUTSIDE OF BLDG. 1.111 z" d I �2^ I'` 2 �2_ 1 2_ 1 1 42 V2 ‘2" 111111111111 . 4., d" 4" 4_ V. 4� • }" 3.. .wwi.rewnwr�. 3.. y- 3" ,a�4 . COOP , "ink.• 6" 6 6" h 6" h- b.. 6" J � 6^� 6" Mill ..�...�. • 6.r - 3" -3" • 111111111111 DRAIN , WASTE AND VENT PIPING DIAGRAM TIGHT TONTOP OF TO FEXIr OOTING . NE __.._ n • .�.. COORDINATE 'N FIELD �'. SCALE: NONE rYu'�v—n .rrYr.w'"r.wY...n rv.v-•_.rwr ....-.- .. www��I� I,' ' Drdwir�g References 2- iv 8 (TYP ) 1/2 `1 !t_ i r f 2- - - - i2" - . No Drowinra CEILIN(, LINE - -� _ _ _ _ — �_ C - - — — - - �—�- - - — - - I , __ 1/2" F I k3/4" �►- I `~ '-3/4" _ t 44" S/d" VIIIMMINII I I ' 4T4 \ 1 3�AMTROL ST-12I 3/4 1 1 Tj 11111 T/2"{1 JejI 3/4--� �I � �) jf-CXF'ANSIn�: - - - _11 SEE DETAIL THIS IIIII I — — + I # ,qNM, 1/2" . — — -L2� SHEET FOR HOUSE 1/2" ` 1 HWN _ ..7.1 (TYP VALVE. 1 AIR CHAMBER 1 1 — j TYP. ' 71 3/4" IL__� ` 1 TP 1/2" - 1/2^ �" ,"t ^��_t t t t 7" 1 1 2" 1 _��1/2 1 \ `�' 1 +1 1 18-1 i/.- 1 t/2" t 1/2 /2 / / 1/2" TIT' $1\_. -.RAP t/2" ,1 irk we 4" AIN �1 / DR We ,to �j ,� _ ,.� S u FROM SAFE PRIMER —'� v ® Auk ow\ l� PAN. (SEE DETAIL LAV 0 An ` 2J/ 1 1Ilir ® 2 I • �.r.�w 10 1Mir Iiir 1 ® FULL SIZE DWG P3.0) IlirIly I 1" ADA A 1 / I TEMP. & CHILD ADA APA ` .�. w_w�.... ROUTE GRAIN PIPING EXPOSED AND PRESS REL TIGHT TO WALL IN JAN. CLO. TER- LINT. FLOOR LINE- `� 0 ' MINATE AT 2" ABOVE FLOOD LEVEL .- • OF FR-1. , NEW 1 1/2" DOM. WATER ! WATER PIPING DIAGRAM NQS• METER ANDBACKFLOW �_ �!DOM. WATER METER & BACKFLOW PREVENTER IN SEPF:RATE : ■��'� "� PREVENTER SHALL MEET LOCAL. VAULTS BY OTHERS. SEEiiii SCALE: NONE AUTHORITIES SPECIFICATIONS. SITE DWGS. FOR MORE .� INFO AND LOCATION. BID DATE: TUN 0 7 1999 CADD NAME: 636P20 PROJECT NO.: 898636 6" SAN. SEWER. SLOPE AT 17.- DRAWN BY: —JWS CHECKED BY: TMG MIN. EXTERIOR OF BLDG. REFER PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.98 TO SITE COORDINATION DWG x TRAINING MOTHERS IIIC ROOM ROOM 111 ` 11(--) • DOMING MOTHERS weOOM ��g(� L ® 3 --- 10377 ROAD « © ! 111 I 1 1 C� -PROVIDE COWP 1111 f LOUIS,WA WATSONO ROAD • 27 BELOW SINK PROJECT MANAGERS — __...7_—_—_.1.7:17= — — t = J 1 WOMEN _ �---- r - - '' _ _t u P R 0�- BREAK 0 109 I �+G: 40- WOMEN f 1 N �.e `l'Ni ROOM I (TYP.) _ - _ -m--i. - - BREAK HWH ' 109 �� R� 112 ROOM 1 if ,I ! I - 4" V.TRIFER 6 I KIN �� 01999Or10 -- - F: © � -2" C.W. SUPPLY. REFER 11 1NNN � I i MAIN FLOOR PLAN DWG. J wt ! PROFESSIONAL �q( .1' N `�, 3�i \� - 1 P1 FOR CONTIIJUATION. -- � i OF RECORD: 7, ��q ,� FR 1 _: _,„x,,, A �l_ r--_� JAMES C. ALBERT �� '��f 21, '� 1 r_,r—� MEN '• i 1• -- ____ I 107 _ 0 __ MEN 314-821-110p _t� 'l� - � I' ic) ,� _ - 107 FD D a t WC ;" c_._. ', -_-. 4 -+ a. L__!l I:� • _____ J SAW' I �Z. �� — —! ——__ ) fiti, 10i• ' JANITOR r _ . __-�_ ,�-- �4 q 108 LjJ 1 __ JANITOR ,; Nato nal tffica —_ _.. 108 461 ro Road DN. INSIDE WALL. I — 1 � - Poran s NJ 07652 PROVIDE COWP L.nv COVV� (201) 599-7800 • wr, II BELOW EWC 1 ® 1 19 _� Fi This drawingis the Exclusive Property of P Y tOYS "5 " US. The information shown may I, not be used nor the Drawings Reproduced I, NOTE: REFER TO WATER PIPING UTA';RAM THIS SHEET. NOTE: without permission of TOYS "A" US. REFER TO DRAIN, WASTE AND VENT PIPING DIAGRAM THIS SHEET. I AIIMIIIIIIIMIN w. , Location NOTE: NOTE: INSULATE ALL PIPING BELOW H & C.W. PIPING TO FR-1 FAUCET NOTE: TIGARD, OR . LAVATORY COUNTERS SHALL BE CONCEALED IN WALL. SLOPE ALL 3" AND 4" SAN. SEWER PIPING BELOW FLOOR AT 2% MIN �. SLOPE ALL 6" SAN. SEWER PIPING BELOW FLOOR AT 1% MIN . , TOI ET AREA ......__ .__w. h10 Drawing Title }' PRC :;HALL FILL FLOOR DRAIN P-TRAP WITH WATER UPON COMPLETION .. WATER PIPIN P AN nLI WORK AND TESTING (TYPICAL AlL FLOOR DRAINS) TOILET PLA.N.S....1 i �� s ALL ■wwir� SCALE: 1/8" - -0" JOILET AREA DRAINI WASTE PIPING DIAGRAMS � `�, Scale Date �L.,�N NORTH ANS VENT PiP1QPLAN �} AS NOTED )t.N �� '� 1999► 1,I:(' 1999-00244- 551 SCALE 1/8" = 1'-0" 'sheet No. 1,1,c I I' 1x)99-0055 I ?r I3tEP I99�)-00223 PI,M 1999-00 173 7805 DARTMOI IIII P 62 of It F _AN NOR H P 2 A • . . . . . G . . . • yi ., _ ____..._ ____ ___ T r If Thi notice appears clearer than the JUN 0 2 2000 document, the document is of marginal quality. mi(.rol1il11('O I 1 ' ! I i, III I I ! r1111 : ,11111141111 •111WI ! 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Revisions 1 PLUMBING FSCHEDULE No Dupe De>scFE•tion �� PE.RMIT APPLICATION FIXTURE MARK MANUFACTURER SERIES NUMBER WATER CLOSET ANDURINAL ACCESSORIES AND FEATURES BOWL TYPE Ou IL E 1 FLUSH VALVE SEA 1 CARRIERIIIM MI.= Ev FLR. MOUNTEDS�.pAN BENEKE �..w_AMERICAN STANDARD ELONGATED E3OIiiIM 2234 015 111 523 ' 11111111111=11 SIPHON-JET • Eivr) FLR. MOUNTED INSTALL PER A.D-A. REQUIREMENTS. FLUSH VALVEAMERICAN STANDARD SLOAN BENEKE• 3043.102 ELONGATED BUT 10M 111 523 HEIGHT SHALL 6E DECREASED AS REQUIRED TOSIPHON-JET AVOID HAND RAIL CONFLICT • UkAMERICAN STANDARD WALL--HUNG SLOAN JOSAM 1 6541.132 WASH OUT BACK 186-1 171310 INSTALL PER A.D.A. REQUIREMENTS. FIXTURE MANUFACTURER — LAVATORY/SINK IIIIIAIIIIIIIIIIIIIIIIIIWO .. MARK SERIES NUMBER BOWL• TYPE FAUCET SUPPLY PIPE TRAP ACCESSORIES AND FEATURES =11, . AMERICAN STANDARD 19X17 AMER. STD FLEX WITH CHROME AL FAUCETS WITH LEVER TYPE HANDLE, 0.5 GPM illir PLATED AERATOR & ADLUSTABL.E ' OT LIMIT SAFETY STOP 0496.011 CHINA 2385.002 ANGLE STOP BRASS SET AT 100' F. INSTALL PLR ADA RED'S. 111111111111111111111111111111111111111111111111111111111.• ■ AMERICAN STANDARD 25x22x9 ENAM AMER STD. FLEX WITH -. CHROME FAUCET WITH LEVER TYPE HANDLE AND 1111111111 111' 1024.803 CAST IRON 6270,1.42H ANGLE STOP PLATED BRASS 0.5 GPM AERATOR. FIXTURE MANUFACTURER FLOOR RECEPTOR MARK SERIES NUMBER BASIN TYPE FAUCET TRAP ACCESSORIES AND FEATURES ® POWERS-FIAT PRECAST AMER STD REMOVABLE CHROME PLATED BRASS ' W SB-6 24X36 TERRAZZO 8340 242 C.ASI IRON STRAINER PLATE. . IMINIMINIM • 1--- FIXTURE MANUFACTURER FLOOR DRAIN/STRAINER ACCESSORIES AND FEATURES 1/4"0 EYE BOLT- MARK SERIES NUMBER MATERIAL TYPE DRAIN/STRAINER FREE AREA MATERIAL r 10 WATER HEATER SUPPORT FRAMING. 1=1 I U BUFF T1�0 PIECE BODY, DOUBLE DRAINAGE FLANGE, JOSAM CAST IRON 6n 3"0/6"0 1t POLISHED NEEP HOLES WITH DEEP SEAL P-TRAP AND y _(SQUARE SHELF) , 1 30003 tiA S0. IN. BRONZE TRAP PRIMER WATER HEATER WATER HEATER __._.. ,---- — DIA. ► 3" (MIR) FIXTURE MANUFACTURER I ACCESSORIES AND FEATURES N Drawing References MARK SERIES NUMBER GAL. CAPACITY TYPE tY ELEMENTS WAITS VOLTS/o ` _ �.-_ AM A.O. SMITH FIOUNT ON SHELF PER DETAIL THIS SHEET WHERE 1/4"0 STEEL. CABLE. -----i `--r No Drawings ,.. ....rw W ELJ1-20 20 ELECTRIC I ?`,OU 208/1 SHOWN. SET TEMP. CONTROL AT 110' F. PROVIDE INSTALL TO BE TAUT. • T-_ NATTS MODEL �Il00XL TEMP./PRESS. RELIEF VALVE WITHIN 1/3 OF ENDS, IN TALL CABLE Iiii ._ 4"SMIN. ABOVER CONTROLS - ' FIXTURE MANUFACTURER ELECT. WATER COO'L.ER ACCESSORIES AND FEATURES MARK SERIES NUMBER CAPACITY VOLTS HP F-INI')H " 3/4" PLYWOOD `-' ` _ • HALSEY 'TAYLOR BI-LEVEL ELECTRIC WATER COOLER. INSTALL PER = HACB-EBL-Q N , III t�'u t /' 1nNPARD A.D.A. REOUIREMENTS. REFER BI--LEVEL ELECTRIC (4)ANGLES 1 . 1 (SUPPLIED AND WATER COOLER ELEVATIONS AND ROUGH-IN DETAIL 6'-0" (MIN) A.F.F. w INSTALLED BY PBC) THIS SHEET. �I' E — — — — — --_— -_ FiXTORI MANUFACTURER WALL HYDRANT (2) VERTICAL • MARK SERIES NUMBER - ACCESSORIES AND FEATURES " .vii-----,s7- & (2) DIAGONAL HYDRAN I CASING 1 BOX TYPE WFIGH I 1 1/2" X 1 1/2" X 1/8" ALL-WELDED i ., 30/ ., N ANGLES —� STEEL ANGLE MOUNTING SHELF PPiAED `- WIl ()SAM NON- PROVIDE WITH WALL CLAMP, UNION ELBOW & PAINTED WHITE ^LOSS ENAMEL. -- / • v 71,50-8 BR()Nif HRONZE NFKALOY FREEZE 7 LBS. ASSEMBLY AND SELF-OPENING, VANDAL-PROOF SATIN FINISH FACE COVER. SECURELY ANCHOR '-1t !miiiiirmain. HOSE 13188 TO WALL STUDS ------....— FIXTURE MANUFACTURER N UMBER ACCESSORIES AND FEATURES W MIN. OF FOUR MARK SERIES NUMBER BODY HANDWHEEL HOSE END CONNECTION WEIGHT (1 1/4"0 STEEL/ 1111 �� WATTS IP. REGULAR FASTEN:RS. v CAST BRASS CAST IRON 3/4" 1/2 LBS. PROVIDE WITH TAMPER PROOF VACUUM BREAKER. WATER HE A TE R a . SC8-4 NATTERN • -`ROOF DRAIN �� "�'�' • a FIXTURE MANUFACTURER ACCESSORIES AND FEATURES MOUNTING SHELF DETAIL MARK SERIES NUMBER BODY MnTFkInL DOME MATERIA SIZE COME FREE AREA WEIGHT �'�'� ® NO SCALE JAY R. SMITH (-.AST IRON POLY AS NOTED 102.5 S0. IN. VARIF S UNDERDECK CLAMP ASSEMBLY & SUMP RECEIVER. .�� 1 1015 , .01111111111110111111111111 ()fl) JAY R. SMITHUNDERDECK CLAMP ASSE►ABLY, SUMP RECEIVER BID DATE: D 7 1999 1080 ---,- - ( A ,t IRON F r)! AS NOTED 102.5 50. IN vAf.IE' AND EXTENSION AND 1770 DOWNSPOUT NOZZLE • CARD NAME: 636P30 PROJECT NO.: 898636 " NOTES. DRAWN BY: JWS CHECKED BY: TMG— 1. ALL NO •ED FIXTURES SHALL BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT OF 1990". FIXTURES AND PROTOTYPE DESIGNATION: 1999 13RU 37K REV. 0.99 THEIR INSTALLATION SHALL. ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 - "PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE" AND/OR GOVERNINC CODE. 2 ALL PLUMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EOUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE IIIICI THE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN @(. LI =lg@ ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURrS, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE CIF AN ALTERNATE BID 10877 WATSON ROAD ShALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES. ST. LOUIS, MO 63127 • PROJECT MANAGERS , ��0F p '' R 0 EFS, JUN 3 0 1999 `� I 10 105 / P CHROME PLATED ESCUTCHEON AT WALL _ WALL 1/2" S.O.V, 3" (1W,) 4, 18`1/16" (TYP) 3/8" WATER SUPPLY 18-5/8" (1 OF EORf� , Nva OF RECORD: 7-1/2" (Tr. & SYN.) r BY PBC. ----� JAMES C. ALBERT /( � �`� 3/4" X 1/2" w�u bo 16" (TYP.) TP 6-3/8" (TYP. & SYM.)- ,i - 1' cm. & SYM.) '� ,v c ' TEE.--\ I ( 314-821-1100 ' S C AO is IN W 18" (TI'P.). 1' (TIT. & SY1A.) „•, — 1-1/4" DRAIN & . 37-1/8"-- -� • r PIPING BY MFR. / ° r -- `A - HANGER BRACKET (TYP.) — ._- — — — — — — - PBC. TYP. OF 2 - - " 1-1 4" IPS WASTE BY---- �. �1 ' z �-----------I-- r TRAP PRIMER VALVE WITH INTEGRAL 7-1/4"--,•____________,-- --0--i= r- i l SUPPLY HEADER ��- W, �- I 8" `~ `" IN WALL - BACKFLOW PREVENTER AND VACUUM 7" (TT.)- . TYP.) I I �� I I 4_1/2" x �` 3/8" TUBING SERVICE No Tonal �1ffiCe _--� STOP WATER SUPPLY 11-1/2"-------°- ® 9 461 From Rood BREAKER PORT. PRECISION PLUMBING f-- w 4 0 ---- 'Y PBC. PRODUCTS MODEL P1-500. r f -4-- 1-1/4" J1 2-3/4" '' g ,:— T ri 1-1 4" P- FRAP & Por us, NJ 07652 2-1/2" (TYP.)---- 6-5/16" -� .•�'- 1/2" n a` i n ` N i-- --_ _ - TRAP ARM BY PBC. • r 201 599 7E100 `^ (2 REQUIRED) DISTRIBUTION UNIT REO'D T�-6_� ,r r' °C' 6-13/16" FOR MULTIPLE TRAP ELECTRICAL. SUPPLY- — i (1YP.) 10-5 8" CONNECTIONS ---- _ 3-WIRE RECESSED BOX FIN. FLOOR N • s---SECURE DISTIBUTION UNIT (t (TIP.) This drawing is the Exclusive Property of I �� / BACKING TO SHEET BETWEEN �` r r r f �` TOYS "S3" US. The information shown may ��r STUD r"1 �............... not be used nor the Drawings Reproduced NOTES: without permission of TOYS "Si" US. w 1. REFER TO ARCH. DWGS. FOR REQUIRED SUPPORT FRAMING. 1•11111Elk wOMIN 1.1_,_ / 1/2" COPPER TUBING TRAP a 2. ROUGH-IN DIMENSIONS SHOWN ARE SUBJECT TO CHANGE BY HALSEY TAYLOR WITHO JT Location SUPPLIES ROUTE BELOW FLOOR II . NOTIFICATION CONTRACTORS RELYING ON ROUGH-IN DIMENSIONS SHOWN WITHOUT Q TO FLOOR DRAIN TRAP$ SEE PLAN VERIFICATION FROM MANUFACTURER'S DATA SHALL DO SO AT THEIR OWN RISK ANDTIGA1 ♦D OR TO DO SO WILL NOT BE CONSIDERED JUST CAUSE FOR ADDITIONAL COMPENSATION. ' • BI - LEVEL ELECTRIC WATER COOLER Drawing Title '�""' .. PLBG. SCHEDULE TYPICAL TRAP PRIMER DETAIL ELEVATIONS AND ROUGH - IN DETAIL NO SCALE AND DETAILS SCALE: NONE •�••�•� Scale MIX' 1999-00244 AS NOTED Date I [1.C. 1999-00551 • MIP 1999-00223 Sheet No. PIN 1999-00173 7805 DAR MOU•FH P 3 . . , PG 6; ««I I U 1 • .. . . . ................. . . . . . . . . . . . . " «.. .. ._______ , . ..., . , . „.. .. 4 • If this notice appears clearer than the JUN 0 1 2000 '`., r • document, the document is of marginal quality IllICI'0111111L`(I ! I I I III ! ! illl 1111 '1 i l 1111 l fl)I{) 1 .i{11'I(FI ! ! I 1 1 1 1 I ! 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IL- Ai. -._.__.__.___ .._-..__,�._.- __.�._...M.' ._ �-�N _ Revisions • No Date Description I' • 1 GENERAL NOTES 02/16/99 OWNER REVIEW/ PERMIT ( G_�IGN CRITERIA __ - --- ---- -_— -- - ------- - PRESALEC AREA AND 15' BE`rONG• 1 PROVIDE ALL NECESSARY OFFSETS, RAISES OR DROPS --- - --- IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS. ,� -\\ /-�` �\ \ ,_,� .-.\, (. DESIGN CRITERIA SHALL BE AS FQLLOWS - - _-_ -_ ( 11 (4; y -78 1 2 EXAMINE THE JOB CONDITIONS AND VERIFY ALL1 \\� ?' 1 J `1* c FJ) ( , / DENSITY -- 0.45 GPM/SQ. FT. --_ -_- - ----- •,T __-� 216 6" 1VERALL` -_- -- - MEASUREMENTS, DISTANCES, ELEVATIONS,• I- - -- M _ CLEARANCES ETC. - { OPERATING AREA - 2,000 SQ. FT. 3 ARCHITECTURAL, AND ELECTRICAL BACKGROUND r--- 1 -1):\ ?5 4) 34' 6" 34 b 34' 6� 2E•' 1IT I " 14' 1)^ I 31' U' INFORMATION IS SHOWN FOR COORDINA11OU PURPOSES _ _ . • 1...11 ' 1 _.. - _- __ r 1 11 SPRINKLER SPACING - 100 SQ. FT. MAX. c ONLY. DEFER TO THE PROPER DRAWING.. FOR EXACT TEMPERATURE RATING - 286'F- I.00Al1ONS, SIZES AND QUANTITIES OF OTHER TRADES' " -- -- - -_- _.,___-- • • wnkK • I I I : I HOSE STREAM ALLOWANCE -- 500 GPM `- -'--- ! 4 OT ERWISE, T THAT ENPIPE SIZESFAS SHOWNION HE _ -_-_ -__ { I SALES AREA. - BID DOCUMENTS Will. BE USED. -- - --- I ! ! ! I ! DESIGN CRITERIA SHALL BE AS FOLLOWS: -- --_ - - • { 5 THE USING AUTOCAD. THE DRAWINGS A EEE00%EPAkED - ! DENSITY - 0.30 GPM/SQ. FT. PREPARED USING HASS• THESE DOCUMENTS WILL __------ -— -- t ! CAD THE HYDRAULIC CALCULATIONS HAVE BEEN • 1 i ! OPERATING AREA 2,000 SQ. FT BE MADE AVAILABLE TO HE SUCCESSFUL AUTOMATIC ° _ -- - -- --- - _ - --- -- AUX. DRAIN VALVE W,% SPRINKLER SPACING - 100 SQ. FT MAX DISKETTE SPRINKLER OR HARD COPYRACTOR . EITHER THE FOkM OF r- - -- ----------- - - - AUTOMATIC SPRINKLER i;ONTRACTOR'S I ! �3/4" HOSE END ADAPTER I I r WORK SHALL BEGIN ® THE 8" BLIND ! 1 ! TEMPERATURE RATING - 286'F. --- - - FLANGE 5'-0" +/- OUTSIDE BUILDING (TYP.) 1 E ! 'y zT - _ ___- _ -__-- _ - - i I .1 �`.q� ..*^` - R..•..,y"'3 I HOSE STREAM ALLOWANCE - 500 GPM. - --- - \ �....M.. �' .... -�e:t::s.'i-: sf:r[iN •" NIaI:Rt:::'tRri. - ...._= _ �. :i•_A. � �`iY.A:::I:V.......-.,__� ='•"'•"" W ntisuil'.. ::moi. 9ftff` 1 -_.._._ .i L_ -- -- -_ .y6_ .y.J•.... 1.......-.. _ ___..__�. .. -_..-_. _.. - R t u:i:ti -� — s.! • ; P,2{ o - 0 joo HANGER NOTES �_ �� I! • .. ! I o } 0 210 } 01 --- 0--- - • • I • 12" I °'�Z1 1 a 12' OFFICE. BREAKROU�_�ND ��ST16 L _AREAS -- ---- - ELECTRIC ALARM BELL •'� E I % ; I AT 1 ' 1, to '• i + 8'-0" EQ EQ �'= SHALL1 6-INCH AND LARGER PIPES RUNNING PARALLEL TO U -0" ABOVE ,RADE\,` �0 f -- -J - � _ O� w �O '� DESIGN CRITERIA BE AS FOLLOWS BAR JOIST SHALL BE HUNG FROM TRAPEZE HANGERS _ _ _ ! 13 ! 7I �:LIPPORTEDNEARLrEQUALLYBYTJOISTS. ROUND ! LtI! 6 - 1 GPM SQ FT. FIRE SCRVICE ,_�� 8" _ t a, 1 : --I -f it ! L !>}... .. I O 0! to ; 0 , o. io f o r - ro o- —re--1 0 } I ati, o • 1 0 , 0 1 to ---k• 0– o• -o- --O • DENSITY 0 5 / ----- . ._-- - • t ! I I ! • • ONLY ONE PIPE SHALL BE SUPPORTED FROM A SINGLE 0' Ir --.._ .„ ) •. r ( 1 ! I 1 I I I ! ;• ti 1 u I 8_0"J 16' 0^I g 0"�6' 0„ I f ,o OPERATING AREA - 2.000 SQ. FT. 2 4o 1,0 �` I I 1 T_0" to I i I ( - ; 1 TRAPEZE HANGER UNLESS OHERWISE APPROVED IN 4 _— ---- ' ' ! f_-- ® JOISI5 I .� 4'-0" �^ WR1ITNG BY THE STRUCTURAL ENGINEER OF RECORD. •-'- -_ 1""`"'""; ____....4.;____+_.„.4..,1'0,4' . SPRINKLER SPACING - 130 SQ. FT- MAX. i ! I ,_ :� _ -„� , __ ._ - E • ; • ( • ? + EQ EQ TEMPERATURE RATING - 165'F. 3. HANGERS WITH MORE THAN 150 POUNDS OF LOAD Drawing R e f e r e n C e S _ 1 ., I I 64 - `-' #= - } - = - =- I;-4 i -` - =-• -�-; "` - I ; •; O 1 + `i' SHOULD BE ATTACHED TO THE JOIST ATA PANEL ": i O. I I 7-6" T-6" 6'-9" /'-4" T-4" i 8-4 I 7-4 71-4" '8-4 , T-4" T-4 i 8-4 T-0" .9'-O' I 8-9 18'-3 l 7-0" T-0" { �` �' ,�� I -41" t • 1 -• '---i t 4 r i' i ,' �'� ;-•�`*- l f I 'I` i HOSE STREAM ALLOWANCE - 250 GPM. POINT • • • , • 10 I I • 1 • , • O I • . • • •O} !O O O • I IO• i 1�—.}I�o_.� . :�,.-.:.• r,•- NO Drawings - ,,, I; j r 36G ;.yrt s .�?!;�. . „ ..... .. ... ..._ %F'._. .... .. C... 3y----, ..s..- `... ... r. SPON DRAWINGS: COORDINATE ALL HANGER TYPES AND LOCATIONS --, ---- ,., •! I I I » r O ( { ��, O !,o: -� SPRINKLER SPACING SHALL_ BE AS SHOWN 4' 1MH HE STRUCTURAL ENgNEER OF RECORD. • 1,...... . -,C.v.. ,�O .• , 8 0 8 b I — • - ) I �• 1 l I 2• ! i i I �" ! ' I 2•I I • I -+4- 12" ci--) 2"i / „. , I �c �`LIi .' I 1. FINISHED CEILING AREAS -' • • • ` O+ O } OIrO O i }O • • -+0- O ! (O • 0 O -�--t0 • • , • LOCATE- ;` ,EQ EQ I DRAWINGS. NOTEMORE THAN RA 3-INCH TRADIUS - • LT I{ f 0 EQ I I ' I I X i; I~ O i b TOLERANCE ABOUT THE POINT IDENTIFIED BY DI- _ -- T-,. --- I ` I I Tat' i9 j ! I I I I I ' 1",,, I - t t DOES NOT TYPICAL SPRINKLER LOCATIONS -D K56-1- )4-0ii1 ti I 1•• ' r I ! 1 I 1 59 TOLER N WILL BE ACCEPTED. THE DESIGNFIEDa c rIL'� j` • • 0 4 O O O • • O O O O 1 0 ' ! O 2 o• 2"+ ; ANTICIPATE THE USE OF "RETURN BENDS" TO LO- h. �I • ° - -t- I I ! 1 I ! I t Ii .^- CATE SPRINKLERS WITHIN THE TOLERANCE DESCRIBED _�-_- __ --- 1� ;+ I I, I { I I I I I � I i h Ill I I J W�1 ; tU r 1 ABOVE. WHERE ROWS OF SPRINKLERS ARE PROVIDED t•-.• t _ 2'-0” 2'-0" - I / WITHIN THE SAME CEILING PLANE, ANY PART OF THE I i (56 i { { { ! I Jl I 57 { `' --, ' `" '' TOLERANCE USED FOR ONE SPRINKLER SHALL BE THE1 II - • 1 -` �.! SAME FOR ALL OTHERS IN THAT SAME ROW. • • � Mal .j-.___[. _. I _.- I �__..l.`' t 111 _ } -- -T J()I S irS _i__ -� — ,� 1 i 1 _ -r— ,`• __-_ _--f- I 1 • / 1st. ! 4 ! III UNFINISHED AREAS - `-- 0 • • •. • • �r O 2. O S* O } O 2• 10 !j LOCATE SPRINKLERS AS SHOWN ON THE DRAWINGS. J"I ! ! ! I } I , + !�! SPRINKLER (TYP.) 3" RADIUS TOLERANCE (rlP ) \ t t SLG IE.�t. .. ....- ,. A WATER FLOW TEST CONDUCTED NEAR THE SITE OF - 3 ... .. •.... _. I.) It ri '�0 52 4 - N6?. f 41. \O ill! THIS PROJECT INDICATES THAT THE COORDINATES NOTE: SPRINKLERS SHALL HE POS111GNED AS SHOWN WITH A -- 10 J,i, l l I J ' ! • I • • I I. el• • • • 1j111 I OF 86 PSI STATIC, 60 PSI RESIDUAL, WHILE FLOWING 3" TOLERANCE. HOWEVER. SHOULD ANY PART OF THE • I I OI- I 0 !O• O� IO 1 I I° } 0 i - �O IO t 2,295 GPM WOULD BEST DESCRIBE THE PUBLIC WATER TOLERANCE BE USED, THEN ALL THE SPRINKLERS IN _ I �) ! ' I }— —7I I 1 I ! SUPPLY TO THE SITE. THE EFFECTIVE POINT OF THE ROW SHALL BE OFFSET BY THE SAME DISTANCE !' I ; (1- I + I THIS FLOW TEST MAY BE CONSIDERED TO BE AT THE IN THE SAME DIRECTION. I; I ^ I 50 I I I I 1 1 16" PUBLIC WATER MAIN. -__ \ 0 0 • -0-- 0 T , '1 O I 7 ►; w, II: �{ , 1{ i I I I; NDIPROCATED DE ION DRAWING.RE CONNECTION AS r r. :, II 2. 2• 48 2" # i YIo o } �o o i 2"i0 0 I 2" 049.2"1 0 i o 2• Io II` tJ ___� 4 'N of I o IQ 01 10 10I 10 01 O I O r ! -- '!I I i 1 J•'?IS I I I 1 I I ' - — 6293701 62937-0 1I1 ! ( I i I ; I I \ I I I I j BI pD NAME: PROJECT NO.: 62 I)I I I I I I I I4.7 ' YMBOL KEY , Ili I 0 CHROME RECESSED 165'F 1/2" ORIFICE DRAWN BY: . < CHECKED BY: DR___—_-__ I \ - O } • • (6. • • • • • • • • • --•"..0".---1d•- C O 4 O 10 - I, ! I 1 1 32r 1!` % CHROME PENDENT WITH 165'F 1/2" ORIFICE PROTOTYPE DESIGNATION. _ _—�- I �2G; r 498 4 1G r 1401: :B } 1 �. .� �O NO N� -- --- — — -- -- 2-PIECE ESCUTCHEON CODE CONSULTANTS ,1 1 4 ! I ! ! 45 i { INCORPORATED k - ; * Ill' • 4 • • -0-- --40 O I 0 - • • , '• • • • -}o- O } 1d p • O O I {O i) O BkASS UPRIGHT 286'F 17/32"ORIFICE 1 ' ' 1'-3" 1 -3• ! t ' 760 OFFICE PARKWAONSULTANTS ` i {{ EQ EQ ! I ! { I FIRE RECOMMENDED CENTER LINE ELEVATION Of PIPE I •. { { . { 1 ! !I I I:'3 I I 142 { ii I .1 i' I ill I I 1 43� "� I t *+� A.F.F. AND/OR CENTER LINE ELEVATION OF PIPE ST. LOUIS, MO 63141 ' C CIPHONE: (314)991-2633 SUITE 40 • • 2• Z ; ,J FROM TOP OF JOIST ' 1 2" I 2" • 0 O O O2" 1! O , 02 i O! • • • O O e O !-'I 0 4 j i-.•-' -------- — HE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO • .. 1 O 1 .- •! O "I " I • I - i j ! •1'-3� -` { `J-6* ' 1' 3 -6" ,--1'1.3.4 -O T 9" I41.-3.! 1 -0- RISE FROM LEFT TO RIGHT AND WHICHHEYAREAFFIXED, ANDEXPRESSLYDISCLAIMANY • to 111 9 0 9•-0 8'-3 7--0 1-3 -6 1'-3' II * 7'-6" ,11• I -_ * ! ;,1 DROP '-ROM RIGHT TO LEFT RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS.( I '� I I I - T 0 •ii ESTIMATES, REPORTS OR OHER DOCUMENTS OR INSTRUMENTS • • �� . _ . . . . • J- `O O 1 0 • • • - • 0 I 0 I o ;1{ I-- CAPPED PIPE RELATING TO OR INTENDED TO BE.. ED FOR ANY PART OR 1 1; !;TF; I ____ ! PARTS OF THE ARCHITECTURAL gNEERING PROJECT. F icr-31-r — 9 ! � IO HYDRAULIC REFERENCE POINTto I1 .._r- --- , r_ t _�_ __ - _6" { -1- -- _- ,•_3 1--1i �-�- �� 1 ,�Ji; -- __ VW/ , • •; • •• • • • • O 10 O ! O I O' • O I O I 10 I11 VP 0 �' ! ;, ! r ; i ! _ , 1'; TO 6" TO SYSTEM r'/S�, • .\ i • 4U • 141}J� SE.v + .Bila_ , o ,gyp . (44i10 / ��e� 36 BOG41 . W.. 1 '!- 0 12 I • 2 • I --i-o--0---1-0-1— 1 o 2• 0 1... !'• 7� 10 k 0 1 2" 0 - ! lo 1- 0 1 2"lo o • 2• O •2 0 p 2 1 o • i I1 I co 'iI I '�‘ I 28 I I I II di-• 0 30 I ® .Ci----" !el I I I I 35 I I 11 I PROFESSIONAL p /{� �fla :I 1 O O p o o -0— •• • . . • • . • , •• 1 ROOF/FLOOR DECK .� s 't ! { ' ! ; I I OF RECORD: l `SPX'. , - •"-•-• I I I I I 1 -- I 1 ! I L ! ; I I I I, ELECTRIC ALARM BELL ON ` 8l�'`� II 3�; OUTSIDE WALL AT 1Q'-0" DAlID J. BURKHART l • ................. 21. ...........2. . ,® 24. 25. ..til /7 el T BRANCH LINE 2 / „m, m eo! ° ! t . o o ° - / ABOVE GRADE 314-991-2631 • ..... • 10 10 •J ° I Ia ' , i• 1 O }O 1 0 ;O i ° 10 J OJ IO } O ! I ! 1 I 00 1: I 110 I i ® 112 I 3 .10 I 8 1 16 { (DI { I I 1 i I 1 I 12 MIN. 1" MIN. 40 t • ' • • • • • • • O O O -- O 0 • • . , • • • I I 2" A.G.F. "TEST & DRAIN" i 12" MAX. \ I, / � . r - i `r O - COMB.MAIN DRAIN/ INSPECTOR'S MN iii .•• !- ••ti�' ?:»• ••• ► D 8'LO" 1'-3" I 1 , € I I I I I "�_ TEST CONNECTION TO EXTERIOR ��Illli 1 1 —1 I I • . nipirus m00 1 ry' 9 I I t.' 1,410511/ _ Mt, '/l'' • p 1 p • 2• , .` . i . 2 . .� 10 1 T_� }o I o I }p +�-p • } O p I " 1 p I I I • cy }- • --r ._. .t_. . $- tF -I� I �-- -r -•�- ...�..-i -- �'��J National Office LL) .. •-••••I ..... I .� ! _1 ~- I. _ :.a+ ,ttwn•ar.e+en+r+m:xr. M JOIST •, AA _ — - _ -.. .y 1111 11+r.. I m �• auuutt.t-ntetetttt, From a:v::u::::n,tn.uttra:cnwsnttenadm:e ussraaasa::v:uru:enuamntm: _. .. . ,. c �� •,� Ir . �,r,*• _ _ _ �,:,t (� w.`., 1 1 P46ramus, NJ 07652 "-, j 1 - - - - I I I -- PRESSURE GAUGE Tc. (201) 599-7800 I I TYPICAL JOIST CLEARANCE REQUIPEMEN I I I - FLOW SWITCHI FOR UPRIGHT SPRINKLERS __ 1 REMOTA AREA N')T TO SCALE ' This drawing is the Exclusive Property of I HYDRAULICALLY MOST REMOTE 2,000 SQ.FT. 0.45/2,000 TOYS "F" US. The information shown may I , I I ! 6" SUPERVISORY INDICATING BUTTERFLY V4LVE I not be used nor the Drawings Reproduced• r 1',-1)/^ ?1'-5 " Y, � �^�� ROOF/FLOOR DECK without permission of TOYS S1 US. .., 0 ,t ••6" 33'..0., ;'2'-6 ` 24'..0" I •• ic 'I ! EXTERIOR WALL I 1 ! I I 184' 6" OVERALL I _ I / or BRANCH LINE AL.. - I - 8" FIRE SERVICE l X11 ration I I. i I i L `} (( /• -/- •••-'1\ (2 6 ).5 4,� �� '> I l) ( / ) •, • ' w A i I 1" MIN. ( 1 t �... •_...� , ..., ,_..., \_..r' 1 T t 24 MIN. 12" MAX. I� w...A I I�, I I >C:.=—— IIIA - a Drawing Title 0 } E_ �. A To le A TI c I •• ` �--.�_ JOIST GIRDER '�I J -) I \ V I F R P l- A N .. I.. --_. _- -- - _- -I 8" U.G. FIRE SERVICE 2'-0" 2'-0" � Scale • AUTC�IVATIC; >PIf� KLER PLAN '� �` TYPICAL_ JOIST GIRDER CLEARANCE AS NOTED 02/16/99 M I:C 1999-00244 f'N _ EL(' 1999-DOSS I -Tate•�� . < < �� " SCALE: 1/16" = 1'-0" FIN FLOOR FLEV = 100' o" FLOOR PLAN VIEW ELEVATION AT SPRINKLER RISER REQUIREMENTS FOR UPRIGHT SPRINKLERS Sheet No. I)UP I)9) 00 PLM 1999-001-I NOT TO SCALE / NOT TO SCALE FP1 NOT TO SCALE 7805 DAR I'MOUTHPG 64 of 101 ,, L., heamimummimmilimmiummomm211-) 11 APIIMMINO „• , 1. MOW. ... • 7,..„,:f.:,., ' If this notice appears clearer than the , . - JUN 0 2 2000 urnent, the document is of marginal quality• I]l1CfO11�1i1CC1 .� ,. .;;,,.,,.:,:..„;,:.1,,..-.., 4 ' > • X ! �TP��llll�lllii�l{111 i II111111ijI( (TI`�T�'(� 11111Millilt hN111{'I!, 1 X111 (+I�I111 1�1I111((Il�:ls l !to I ;1i�i�i�,1i111 i'II,I)I�r�iill '` ` , Mem MAGE 0 atom ' _ _-- 5----1 -11--, - - ir _ 1. .-. ! 1;,-s,- . ; -Ir I 1' , • , II It. n,tl� i ,�,i t �1 �i, „Lt t ( t ^� I11.111111,111.1111.111001.11011.111.111n!..111111111. �1 ._ ._ � 1 II ,,,l.Iflll}11,. I11! fliliiiiiliUl�i;LtiN,!l:�, I}1111l,•.•14111,,,tl,lllt,l!.!;11� 114 ,, ',, � ,1. . lill�IlL1,1i1! 111 Ittl1ltl�lilt�i��411,1!{ill 1!It }111,11111}III.��11�111} 1�IIS1!Illillllilu{ ILII 1111, I „ t,. I111i,1�111111111,111Ii1. , ,. . t r e. . .. . - Y _ :ou`n ,."-.i... ,u.. ... - I• • t • • 400111111111111■1■■1■,l, tet► Na■IIle■IIII1r IIMIMIIIMIIIIMITIIIIIIIIIIIIMIMIIIIIMIIIIIIIIIIIIIIIINIIIIILRevisions ELECTRICAL SYMBOLS . No Dote Description 2-16-99 PERMIT APPLICATION ,...R (NOT ALL SYMBOLS ARE NECESSARILY USED ON DRAWINGS) e CONDUIT Ef..cEr'TACLES ABOVE CE•LING, IN WALLS, EXPOSED OR CONCEALED d DUPLEX RECEPTACLE (GROUND TYPE) ti__.__ MOUNNGHGHT15AFF ` b JO 18) I UNDER SLAB OR BELOW GRADE DUPLEX RECEPTACLE (GROUND TYPE) 0 © C) 0 d WPT �Mil� _._ . 4F- HOME RUN TO PANEL "LA. CIRCUITS WEATHER-PROOF t I I .� v` IIIIIIIIEV 6,8,10. HACHURES = NO. OF WIRES, LA-6,8.10 LONG HACHURE = SYSTEM NEUTRAL SPECIAL RECEPTACLE (AS NOTED) I I I �.mr • • I I ISOLATED GROUND CONDUCTOR QUAD RECEPTiCLE (GROUND TYP) MT HT 12" AFF UNLESS NOTED LIGHTI 4G FIXTURES OTHERWISE I I A2b FLUORESCENT (UPPER CASE LETTER IC HUBBELL IG5;:62 (ORANGE) . INbICAfES FIXTURE TYPE, NUMBER I I IL_JFOR POWER IN THIS AREA I �� INDICA ES CIRCUIT, i_OWER CASE IG HUBBELL IG5361 (ORANGE) I SEE ENLARGED POWER III= . LETTER INDICATES SWITCHING). I I ROOM PLAN SHEET E6. • 0 INCANDESCENT ON HIGH INTENSITY DISCHARGE BIG HUBBELL IG5362 (QUA(' ORANGE) I I I 1 ,6 L__._J WALL PACK (H.I,D.) J-BOXES FOR BRU IGN, ELC TO III MI EL%V411H TO 60UA PROFUSES/IDE 1Ap COORDINATE WITH SI N 4. I I �-•-. MISCELLANEOUS CONTRACTOR, FINAL ONNECTION I I MOUNTED ON L�_ NIGHT LIGHT FIXTURE I BY ELC. TYPICAL. FSR600A M:,:" SWITCH 9. I A 30,32 I EXTERi0T ,�- _ ....-af-. _.lam'._: - ___ - cas'r+-_ _ "- • 0 EXIT SIGN © JUNCTION B0( 71 sz - ye. - _ -- -�� z- -,a-�`. _ _�F-'-tom EMERGENCY BATTERY PACKCP Al' `A 1 --.A►''!I'' `A -.A • Ep6 JUNCTION BOX MOUNTED IN JOIST AREA ) 30 2 3U 3. •• 2 30 32 I I I J-BOXES F'OR BRU SIGN, ELC TO CbORCINATE LA-38,40 34 WITH SIGN l(CONTRACTOR, FINAL CO NECIION _� �� `� CI FOR CONNECTION TO RACKING. CONDUITS (', �� (i RTU-5' WP HB-13 I BY EEC. IIYPICAL FOR 9. --� �1==--fit I CONNECTED BETWEEN SUCH BOXES SHALL I""+ q SENSOR `� 38 A IIIA ELC TO MOUNT UIbCONNECT 5`H1TCH FURNISHED BY - ---ELC TO PROVIDE WP Cr BE `UTED IN JOIST AREA, FOR PCYICR IN THIS ARE%. III MOUNT AT 6h` GAJ ' CABINET AND METER BASE • '• S�IVITCHF` SEF: FNl ARGFD TOIL FT AREA �) 4 AFF 'i I I I I OWNER T 5'-O" FF AND MOUNT J-BOX AT 8 -0" 40 MOUNTED ON EXIER10T WALL .1 N� � AFF UN WALL AB VE DISCONNECT SWITCH AND 38!) �� $ SINGLE ?CLE SWITCH (MT HT 48" AFF) TEL:PHONE OUTLET BOX, WALL TYPE, W/ PLAN SHEET E6. --� I- 111N '� 1 ONNECT INTO BAER.-------- LA-28 40 A)� 3/4' C. BACK TO TELEPIrONE EQUIPMENT UTILITY P:D MOUNTEC •A) 34_.-_© ® 11 I I I J 1 HB 14 41 A TRANSFORMER, SEE LJE1 PLAN.-, III INN • SWITCH WITH PILOT LIGHT (MT HT 46` AFF BACF BOARD (MT HT 48" AFF UNLESS• I A 6 � I � LE 43,45,47 �� ` ) � \ OTHERWISE NOTED) ,� , = - 3�Ay J t / Drawing References LA-34, /r 18'-0" 48'-4 T CAL _"_ �_�_, $ 1 KEY OPERATED SWITCH (MT HT 48` AFF) (fI DATA PROCESSING J-BOX 4" SQUARE (COVER 1 II A) 4 _ �TI ___ I v A I I1�L�� PLATE BY OTHERS) W/ 3/4" C. STUBBED UP (,�I •1 I I I I I • POKER AND AND EXTEND "TO COMPUTER BACKBOARD I' o V 40A1 WP _ I No Drawings BALER CONTROL i - _ _ - - - .. . - I - _ 38A) I _ E _� ■ • o VARIABLE SPEED CONTROL - _ __ I _ _ __l__ _ _ --- _ _ Y - r' HB-B / T TRANSFORMER E I 1 SMOKE DETECTOR, 120v PHOTOCELL TYPE i, 4 el A t PANEL O (ANSUL OR WALTER KIDDE) MT HT A5 NEAR I • +!- COMPACTOR 10 HP, 48GV, „� ."'� ""'� BELOW SUSPENDED CEILING AS PRACTICAL • I • -�"'�� 4.4 Ba" AFF-- AI 3 v BY OwN�R. ELC • 430 43a 45b I 45b Ii0" AFF- I SHALL BE kLSPONSIBLE AI • MOTOR II' I I I 60" AFF- LA-15 - FOR FINAL CONNECTION 1111 �W 777 REVISION MARK i I I 1 i TO COMPACTOR. ■ MDP-d I ` :................1., , t €.. MANUFAC'URER FURNISHED CONTROL PANEL ,ILA- MDP-9 NOTE; . 5 . M • MANUAL MOTOR STARTER WITH PILOT LIGHT I 1 IIIIMPOIP ,I I I I ALL RTUS A�{E FACTOR _.. __ -, `�'�' K= M FURNISHED V�ITH „ K I. KEY OPERATED L I • ,f DISCONNECT SWITCH (NON-FUSED EXCEPT " __ DISCONNECT SWI RHES, AND I - - {_ J-BOX BY COMPACTOR I 1� BOTTOM POIAEM UNITS. ELC MANUFACTU"ER, COORDINATE1111 AS NOTED) I I F I I WP, GFI MANUF. SUPPLIED I TO ROUTE CONDUIT ANO LOCATION. I WIRE THRU IS FETURE. . I �qIni L,�I RECEPT. TTP, FOR 4 RTUS.__ 1I n '�I I ALL RTAS RECEPTACLES( TO UNLESS SHF. OTHERWISE. I FOR SECURITY STUB-DOWN • O5 SENSOR FOR ROOF TOP UNITS I I . 1/2" CONDUIT FROM JOIST I I .J BE CIRCUIT TO LA-?. I L. J --- --- - - - -----e- - --+ - • - - _-__ - - -- - - - ------- - -- ARE 0 1 -O AFF. A 1 " . � -- - - - ---- - I i l - •- -- - R11.1\ I RTU If 1111111111111111111111111111111111111111111111111111 FLC TO PROVIDE CEILING FANS AS MANUFACTURED BY I GENERAL NOTESa: LEADING EDGE # 4820-1• , AND CONTACT BRU'S NATIONAL I 1 3 I I I , ACCOUNT REPRESENTATIVE JERRY BOGAGE WITH LEADING EDGE, I I i 1. BEFORE SUBMITTING THE BID PROPOSAL. ELECTRICAL CONTRACTOR AT 2245 NORTHWEST 72 AVE MIAMI FL. 33122 AT (305) I' SHALL VISIT THE JOB SITE AND FULLY ACQUAINT HIMSELF WITH THE ---•-- I 1 592-9700, (TYPICAL FOR 16 MOUNTED BETWEEN JOIST AS II 'I 11111 ,SOB CONDITIONS AND VERIFY SERVICE CONNECTIONS, INCLUDING ALL J' -- 'II 1 I I I 45b • NECESSARY PULLBOXES, SIZE AND NUMBER OF CONDUITS ANO CONDUCTORS, HIGH AS POSSIBLE AND AS CLOSE TO DIMENSIONS AS 11 I 43o 430 45h SWITCHGEAR, METERING, CABLE CHARGES, ETC., WHETHER SHOWN ON DRAWINGS POSSIBLE TO LOCATIONS SHOWN. BLADES MUST NOT PROJECT �' • OR NOT BUT REQUIRED BY SER\1NG UTILITY COMPANY, TO MAKE A COMPLETE BELOW BOTTOM OF JOIST. LOWER CASE LETTER INDICATES II I ■ AND OPERATING ELECTRICAL SERVICE WITHOUT ADDITIONAL COST TO THE OWNER. SPEED CONTROLLERS PROVIDED BY ELC AS MANUFACTURED BY I1 . 1 1 I .• VERIFY SERV'CES AND CHARGES WITH POWER AND TELEPHONE COMPANIES. LEADING EDGE 0 12012. MOUNT CONTROLLERS IN POWER II I I ■ ROOM NEXT TO PANEL LE. SEE DETAIL. # 9 ON SHEET E7 II LA-25 • FOR MOUNTING OF CEILING FANS 11 1 R;U-3 SENSOR RTU-4 SENSOR JUN I • • • •. 2 ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT SEE ^I.AN NOTE N 4 SEE PLAN NOTE M 4 I II. BID DATE. OF ALL OTHERS AND SHALL INSTALL LIGHTING FIXTURES SYMMETRICALLY WITH 111 I I III I - v_ --- _ 636E01� PROJECT Na. _-.-- CADD NAME: 898aso • AISLE AND/OR DIMENSIONS AND ACCOMMODATE FIXTURES WITH OTHER` C - - II I� DRAWN BY: GLR CHECKED BY: GLR/PJH EQUIPMENT NSTALLATIONS. PRIOR TO FINISH OF EFFECTED WORK, ELC SHALL I 'MOUNT AT 6'-O" AFF FOR I I I - ' .1 I VACUUM CLEANER, � I I PROTOTYPE DESIGNATION: 1999 BRU 3'K REV. U 99 INSTRUCT THE OWNER AND/OR MANAGER ON THE USE AND MAINTENANCE II III TYPICAL FOR 3. --/ I I • OF THE ELECTRICAL. SYSTEM. • OVERHEAD WIREWAY FOR ISOLATED GROUND, GENERAL I I I RECEPTACLES, TELEPHONE, INTERCOM, AND COMPUTER WIRINr, II MDP-6 MDP-7 3. ELC SHALL VERIFY ALL REOUIRFMF.NTS OF MECHANICAL EQUIPMENT 't°TH WIREWAY SUPPORTS AND RODS ARE PROVIDED BY ELC. ELC IIS ___r._._._______.-_._..._ MECHANICAL DRAWINGS AND SPECIFICATIONS. AND SHALL FURNISH AND INSTALL RESPONSIBLE FOR FOR Al.l• LG. AND NORMAL POWER WIRING,' II 1 I I I II I ALL ITEMS REQUIRED BY THE NAC CONTRACTOR FOR COMPLETE INSTALLATION. FITTINGS, ETC. .0 MAKE A COMPLETE WORKING INSTALLATION. I / 1 I @E%\ @@ MOUNT AT 14'-O" AFF, SEE DETAIL M 2 ON SHEET E7. I - ----- 10877 w- TSON ROAD 4. ELC SHALL MAINTAIN EXACT LIGHT FIXTURE LOCATIONS AS DIRECTEC BY ,.....................0„...„.......„...-17-----______,......<) DIMENSIONS ON PLANS 'II 11 ST, LOUR MO 63127 I PROJECT MANAGERS 5. RUNNING OVERCURRENT PROTECTION AND DISCONNECT MEANS SHALL iiE laa RTL' 1 SFN>OT 45bgla I a 4�b IIS 430 I 43o SEE PLAN NOTE p 4-- ,---RTU-2 SENSOR I, INSTALLED ON ALL MOTORS TO COMPLY WITH CODE. II 1 I� I I 1 SEE PLAN NOTE M 4 W I y PR I NN OT SWITCHES SHALL BE "HORSEPOWER RATED" FOR THE III I L _ J ILII l- -- -J _ . I lulu a 0199) '�� F AL'_ D SCO E S C -._..._ I. v\C-- 0 Ne fid, MC TOR CONNECTED. GE) -- - - , - _ - -- Q ® - 1 7. rLUORESCENT AN HID BALLASTS SHALL COMPLY W/ ALL APPLICABLE iI I I II I( I LA-13 " 41i PCWF•S SOLES TYP I �L-ki I 10,11' AND CODES. STANDARDS, I 16 N 10, t 1/14 C. II / 8. CIRCUIT BREAKERS IN LIGHTING PANELS CONTROLLING FLUORESCENT III TO LC-1,2,3,41 I I, PROFESSIONAL yl, h' FIX'•'IRS NOT WITHIN SICH1 OF PANEL SHALL HAVE APPROVED MEANS _,_ I ON _SI OF RECORD: / q� �� • FOR LOCKING IN THE OPEN POSITION. .__ m„ � � � � ,- ._,.�sY._J � -�� = �J� -:- _�'_: - X= =LT � I' 71 JAMES C. ALBERTS ,, ( 21. 4\ • 9. ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH LATEST "N.E.C." ----"'- AND ALL LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT AMONG q7 47r 47_ -_ �� 47C II 314-821-100 /1c. A� REQUIREMENTS, THE MORE RESTRICTIVE SHALL APPLY. (2) 3` CONnI;;IS FOR DATA- I; III • 7 I HH 2 I 10. LIGHTING FIXTURES AND ELECTRICAL OE VICES FOR USE OUTSIDE THE "� 1:A-10 AI RTU-7 SENSOR •---)1*--. , - LB-iI I I I LA-23 ._.� MOUNT AT 66" AFF I Il ItitereT. I IIN HA BE WEATHERPROOF. _ �.BU LD G 5 L� I 1� ,R tU 6 SE`150R � __ .�:---- 1 . I' - �' LA 21 N Q l., .I c I NOTED MOUNT AT 66" AFF PLAN NO �� 11 FUSES SHALL BE AS MANUFACTURED BY BUSSMANN CO. UNLESS N) ED I( ti _ KIDDIE RIDE OTHERWISE. and uE L{J 7 T �- RECEPT.li I 6 - - A-20,22,24 _ �� e �.�` Iw u _ •Lll N.tionoi ffice • 12 GROUND ELECTRICAL EQUIPMENT PER "N.E.C.' AND LOCAL CODE REQUIREMENTS0 I ' III-- - R►iin,ic 111 f31 v ► .--__ -_ ._ - }"}��: iL-. ,I 4 1 From Rood; 122 24 22 ii4 2.2 24 2.2 4 22 20 -�__-_. I P. amus, NJ 076521•' ALL FANS, UNIT HEATERS, ARE FURNISHED BY OWNER. FOR PC'NER IN THIS AREA, L .� o� I I -I I I •• C f T r KIDDIE RIDE I - X FOR BRU SIGN, MO NT J-BOXES (210 59 -7800• SEE Et.LAR,ED FRON J BO F5 1 14, NO CONDUIT, DISCONNECTS, ETC., SHALL BE ROUTED ACROSS, OR MOUNTED OFFICE PLAN SHEET E6. RECEPT. BEHIND EACH c1GN LETTER. SEE • ON FRONT WALL. CONDUITS SHALL BE ROUTED IN SLAB OR - SEE PLAN NOTE # 5 TYPI FOR ALL DOORS ARCHITECTURAL ELEVATIONS FOR I LOCATIONS. TYPICAL FOR 10, SEE PLAN I I WITHIN WALL OR CHASE. --. I I NOTE N 6. this drawing is the Exclusive Property of 15. ALL CONDUCTORS SHALL BE #12 AWG. EXCEPT AS OTHERWISE NOTED OR PLAN NOTES; FLUSH OUNTED 7'-0" AFF ALLCONDUIT 1 2" WITH H tJOUN WF COVER TOYS "A' US. The information shown may AS REQUIRED FOR VOLTAGE DROP (SEE SPECS.). COD / 1. VERIFY LOCATION AND REQUIREMENTS OF• MECHANICAL EQUIPMENT WITH MECHANICAL I I I I I I not be used nor Reproduced EXCEPT AS OTHERWISE NOTED. CONTRACTOR, (UNIT HEA iERj, ROOF TOP UNITS, TRANSFER FANS, ETC.). without permissionorthe Drawingsw „9„ US. • AMMOMMUMMEMEMIR 16. ELECTRICAL CONTRACTOR SHALL PROV'DE ALL WIRING TO ALL SIGNS AND ?. ALL EXHAUST FANS, TRANSFER FANS, ETC. ARE TO BE ABOVE OFFICE NEAR ROOF. ens SHALL MAKE FINAL CONNECTIONS TO ALL SIGNS, SIGNS ARE PROVIDEDI I I . I I I I Location • CO OTHERS, ELC. SHALL COORDINATE. LOCATION OF ROUGH IN WITH SIGN 3 ALL WIRING TO BE # 12, 1/2" C. U.O.N., AND ARRANGED 10 BE BALANCED PHASE TO NEUTRAL.. I OR ' CONTRACTOR. I1 TI G A� Q � • 17 FLUORESCENT FIXTURES SHP.LI. BE SUPPORTED AT THE ENDS OF EACH FIXTURE WITH q SENSORS FOR SALES AREA ROOF TOP '.JNIT5 SHALL BE MOUNTED ON COLUMNS WHERE SHOWN (11) �� ( / SUPPORTS NOT TO EXCEED 4 FOOT SPA.CING.• AT 7'- 0" AFF. SENSORS A►JD CONTROL WIRIPvG 9Y ELC. SEE SCNSOP MOUNTIN(: DETAIL. N 6 1 2 2.6 (110 4D `�/ ON SHEET E7. • 18 THE ONLY CONDUIT PERMITTED ON BUILDING COLUMNS IN THE SALES AREA WILL BE FED FROM ABOVE FOR THE SENSOR, UNLESS SHOWN OTHERWISE. 5. IN DOOR HEADER FOR DOOR OPENER. PROVIDE 4 M 12 FROM OPERATOR DOOR ACTUATOR FOR • Drawing Title SYSTEM'S LOW VOLTAGE WIRING. CONNECT .S DIRECTED BY DCO(c INSTALLER. VERIFY ALL REQUIREMENTS AND CONNECTIONS WITH AUTOMATIC DOOR SYSTEM MANUFACTURER, TYPICAL POWER PLPI� pd FOR ALL FRONT DOORS. • • ' 6. ALL FINAL SIGN CONNECTIONS SHALL BE BY ELC. VERIFY AND COORDINATE LOCATION WITH SIGN • • CONTRACTOR AND ARCHITECTURAL ELEVATIONS. P L.AN / ` N OR 1. H MAIN POWER PLAN Scale Date • ir 1 � ,� = �,- �» AS NOTED �(IJ N U " i99�► r; mi,( I'''N►-(1(I?4d 7. 3/4" CON/`U:I DOWN FF OM ROOF FRAMING MEMBERS AND TERMINATE IN DOOR HEADER SCALE: 6 WITH PULL WIRE FOR SECUITY. TYPICAL FOR ALL EXTERIOR DOORS. NOTE ALARM �.n Sheet No. I L( I�)99-00551 CONTACTS ARE INSIDE DOOR HEADER. I1111' 1999-00223 . . 1'1,M 1995-00173 8. INASMUCH AS POSSIBLE, RUN AL-I ELECTRICAL CONDUITS THROUGH BAR JOIST AND NOT 7805 DARTMOUTH BETWEEN METAL DECK FLUTES TO A'•101D PENETRATION BY ROOF INSULATION FASTENERS. I0 PG 65 of 101 El- r� i :I r; I If thiF notlrr appears clearer than the JUN 0 1 2000 .unteut, lite do:'untent is of marginal ( tlalit). F IlMICl'O)ii111(AI " �II'llllll !111111II;I;1 •I • I�I�I� !I! ,��. 1 ..�•�r r�1�! !!�1�I�►11111 x!1!11 1i1,rfi �m,m,1 4117.1111I41111111111 Ii!11111IIIf iii ilI11;111I11!Ili! 11 1111I11111I! I(01,111IIi Ary. 4 )(Ct '""8'a . t I.1, r Illca i LMAJE IK CH mA - __ ; - y _ - - , ,;, i; i �I*t 3- I I i i ARN ;- - Ii^` ". 'ii i F" , !i- ' �3 +!T _ IT 1a • iii, mi. . ;• II I i III i�l,u I 1 1111 iiiiiiL1LLIliiiilrllliII Lttiillll"Illliii::iiiiI(ii..., 11L III Ili I 11. .• . . 1I111I10011!IIII. (.II.1 ii III11 I{1) 1111 111 1 : 4I. .Sl._ ..� I tl1 • ._. ill{iii ill 111, .. >,' .,.,III II Il J { I'�iil'1 Ii '111iiIrlliiilil,. �� s , • .. . 1 •.... . 1...._ IIMMIIMMIII1INNIMMIIIIIIIIIIMENIMMIIIIiiliMINIIIIIIMININMIIIIIMIIMMENIIIMMIJ "'7"` Revisions • • No Date Description '-' 2-16-99 PERMIT APPLICATION PLAN NOTES 1 J--BOX MOUNTED IN JOIST AREA, ELC TO EXTEND 1/2" CONDUIT DOWN FROM J-BOX TO ■� RACK AND FEE' CONNECTED TO DEVICES AS DESCRIBED ON SHEET [4. •� 2. ELC TO OBTAIN THE LATEST 'F 1' PLAN TO LOCATE THE J-BOXES WITH THE RACKING. 4 0 ® 0 0 CO 0 C; )3. ALL J BOXES FLUSH MOUNTED IN FLOOR SHALL BE HUBBELL BOX # 82527, WITH COMBINATION COVER AND CARPET FLANGE M SF2525 TYPICAL. MOUNT J-BOX CENTERED IN I � i RACK AND FLEX CONNECTED TO DEVICES MOUNTED ON RACKING. THESE J-BOXES ARE ONE 1 IN THE SAMES AS SHOWN ON SHEET E4. I I I 1 I .■ 1 I 4 ELC TO PROVIDE WALKER DUCT CAT. # 2 (3 1/8" x 1 1/4") BLANK DUCT WITH ADJUSTABLE ( I SUPPORTS M S12-17, WITH # HS12 HOLD DOWN STRAPS, INCLUDING, BUT NO1 LIMITED TO MALE OR ( I I FEMALE ADAPTORS FOR CONDUIT ATTACHMENTS, ETC. TO MAKE A COMPLETE WORKING SYSTEM COORDINATE . 1 I ■ . LOCATION OF WALKER DUCT AS DIRECTED IN FIELD BY TRU REP. 2" MIN. CONCRETE COVER OVER DUCT I I • ELC TO PROVIDE WALKER DUCT "SOURCE 1" ACTIVATION # 437-1 1/8. WITH N $1658 MOUNTED IN FLOOR ELC TO PROVIDE PUPL'�X RECEPTACLE, AND M 255--2 BOX TO CONDUIT ADAPTORS FOR 2" CONDUITS ( I INTO CORNERS OF BOX. PROVIDE 41 202 CLOSURE PLATES FOR UNUSED BOX OPENINGS. I I .1111111111.11-11111111111.111111111111111111111111111 SEE DETAIL N 3 ON SHEET E7. iiiiiE I 5. ELCTO P PROVIDE (1) 1/2" CONDUIT, ROUTED UNOERSLAB AND UP WALL AND OVERHEAD FROM WALKER I I I DUCT J-BOX TO CIRCUITS IN PANEL "LE" AS SHOWN ON DRAWINGS. I I I I ■ 6. J-BOX MOUNTED ON WALKER DUCT. SEE DETAIL 41 3 ON SHEET [7, CONNECT FROM J-BOx TO RACK1111_ 1 ' . MOUNTED DEVICE WITH FLEX CONDUIT. MUM I I I ' 7 ELC TO OBTAIN THE LATEST 'F1' PLAN TO LOCATE THE J-BOXES WITH THE RACKING. - -- # ter-- ._ CP .„_,. . ._._, . ,....„..__ • , . 8 STUB•-DOWN 1/2" CONDUIT FOR DAT EINE, FOR BASE STATION MOUNTED AT 13'-0" AFF WITH , 1 I IL �� INSULATED BUSHING TW FOR 2 PL. CES (9S) _ ,_--- FOR POWER LAYOUT OF THIS AREA I 1(PC) 10 ■ / I SEE ENLARGED SPECIA ORDER I , I IC •--" 9. HUBBELL N 5361 RL'EPT. FOR BASE STATION, MOUNTED AT 13'-0" AFT TYPICAL FOR 2 PLACE (BS) I DESK PAN THIS SHEE'1� I 8 41 10, 1 1/ C. TO . -- -J IF - It, LE-37,39,41 OTE: FOR I 10. HUBBELL N IG5262 RCCEPTACLE MOUNTED IN JOIST SPACE FOR PRICE CHECK MACHINE, —� �~ LE-14 LE-18 LE 16 I (- ADDITIONAL CIRCUITS IN THIS LC-10 �� • WITH (1) 3/4" CONDUIT DOWN TO PRICE CHECKER TYPICAL 4 PLACES, (PC) MOUNTED AT 4'-0" AFF - LE-38 ) `1 1ONDUIT SEE (SHEET E4. I U� • ' = I I Ilifinsm. • » FROM 10 X1.10;..'. '/2 C TI 1 _—. - - J 1 .11. ATUB-0" AFF WIM iNISULATEDE U,SHING.» TYYPOFORF4 PACES (PCS AND TURN OUT INTO SALES AREA E-31 3335 �•••�»»•- 7( c { �*"»"±" *�•' �•••^ �^�'"^ DrawingReferences T , 1 I, NOTE: FOR ADDITION L 41 Q �T ry L - CIRCUITS IN THIS CON U11 1 I �' 1 I J SEE SHE E4. I I I � I I No Drowin s ISI i FOR OATH - _ _-, _ IIr.. 4L.,:11 N 0 \� -" SEE. PLAN I ■ Q'51 NOTE N S 37 Q ' ,�` i TYPICAL LC-6 I I I(• , •I I i;•„ i1 I T I I I ' I LC-8 1 . ...�.'. SEE TYPIC LO E 1t, I :IIII ' LI i • 111 I S7 d 1 ► — —0•_000 ■ I sof- v p ,1 Ita ' ?? . ( , •1 � � � III • I I I i I I ',i PLAN 7 Q U . NWi 1M T.. (1 ..A. tt', J �.; ,,�.. � SEE PLAN NOTE N 4 I ' ! • II II , I CD) i (P — — - � III _ 1 1 1`I('1' .EE PLAN I NOTE 0 1 Li_g SEE PLAN TYPICAL SEE PLAN II '+ NOTE IY 6 x'33 I ... J U NOTE N 8. .. 4l. U TYNICAL iI j - Vii:.'. I; i „:„ • .• `,_.- i9'-,1t'i 14•-7" .. - +.. 000, ' �• ! ! I .r:"" I • ..1 ......I... !., . I . „ I FID DATE: li I II .. •' : I . i i I •i:i• '!(•• J;;:. X1;1 :.1:1' �i:!: I > { •__ = • (..ADD NAME: 636E02 PROJECT NO.: 898636_---- • • COI" - - - yam,• - - -- --- -. . . ,. - - - - _ - ± --- DRAWN BY: GLR CHECKED BY: Glk/PJH _ POWER POLES FEED FROM II • . ,. .•• :lad' !:!'. lad ' ! IPROTOTYPE DESIGNATION: 1999 BRIE 37K REV. 0.99 OVERHEAD WIREWAY /---------- IG I I I "' I'i .. I' .. I .,, .00 1 `!E': tu,> '! �y1y i, �' l:;' 1' dA4,4 IR] I il i Pi ' '" -.• No No .0040 •u4, 0000. 0000, 0000. ----- -•--____-- --- ' j i i I .,; iii .•.. I 11 111 •!. 1�1 QI , . i �.1 1 ''�• S„ 1 Ix •.1.4 .I•r�. ",',. .. . :li ••'.,, •' • Y Ig(;.tgigO .1 4ii ).7'- I �` •'"• 1I 10871 WATSON ROAD :1;i' PLAN: •. II T, I MO 63127 1i1 SEE L 1 S LOUIS, Q 3J NOTE N 9 I I I LE-36.38,41 I PROJECT MANAGERS • ENLARGED REFUND DESK SEE PLAN • .�,..�... s p. 1 NOTE M 10 41. q { i._.i I • 49 FLUSH MOUNTED I I ' SCALE: 1/8" = 1 - 0 I I10 35 i LC16 ".•., • NOTEPN 8 • I J, BOX 'T`IP. (PC)' PR E 11 I _ •I B - - 1 -- 1 �b P.C� -- - --_ _;(...7:411615-: -— - L�G-6 6 ""' 9'-10 9'-104. "�-6' '75"..,19-10 .,iy ION 3 p 199`a (��E� LNr� . 1 �' - 1 1STUBBED-LIP F ?R DATA �. .; LE-40 ., i /2" C t 1 • �- _ I I 1 .s.i i.s.i • • :..: :0000:..: :.....,.. 10'-0" I 10110 r �SURFACE MOUNT ALL NOTESEE PLAiiN LI -� ••=11=111 " __ �_ —_ OTHERSFOLE BY Al ''''`� �I / M -1 1 �8 36 3fi 36 41 41 I t DEVICES UNDERCOUNTER PROFESSIONAL AS DIRECTED IN FIELD BY1.•.•. LC-12 I _�_ . .._ ! OF RECORD: li)..) BRU REP TYP. I f H-FOR POWER LAYOUT OF THIS ' '" 1I JAMES C AL TS �'� �71,‘Ic?� .:, 38 71 AREA SEE ENLARGED REFUND BER •e 38 I r, 1 ! I I DESK PLAN THIS SHEET. SEE PLAN NOTE 3 TYPICAL SEE PLAN FOR 9'-4" 11 314-821-1100 _ F IF �P. • CONTINUATION --J •� ---Jli L.- — J LE--38 .,.:1 L_ . ..__ ._- STUB 1: 1 2" CONDUIT WITH PULL VIRE �) ‘ . fit& . • "� .;� a/ I 1 �, FOR DATA LINES TYP. 2 P4ACES, I • II 111113411111i • �; �",..-r r-,••�.n .. .. I 0000. ,.,« ,. ., ..., . r ,nr..••, • ' ' . 38• � IG ._ __-.`_ I 1 1/2" C4 FOR DATA `I'�s • iI M.Y. TO DATA BACKBOARD r,� I LC-9 �.. ___l I ,.. 1 Noti,not 0 five _.- 6 om Rood 1 1/2" C. STUBBED-UP FOR DATA 0 ____ ( —_-- -- .--__-. _. -• - _ --•- - ? _ •>...•Qw� ' �. 4 1 r t r �-Tr-�-r--�- ---= Poromas. /NJ 07652 • 1 11 I l ' I I I FOR POWER LA OUT OF THIS AREA (201) 599-7600 FOR POWER YOUT OF THIS AREA SEE ENLARGED BABY REGISTRY j SEE DETAIL IY 2 ON SHEET E7. —, DESK PLAN THIS SHEET. I ENLARGED D A B Y REGISTRY DESK I I I I ! This drawing is the Exclusive Property of n TOYS "A" US. The information shown moy • SCALE: 1/8" = 1a- 0" , 1 I 1 , � not be used nor the Drovengs Reproduced without permission of TOYS "A" US. SEE PLAN FOR I II • II Location . CONTINUATION I 1, 1 TIGARD , OR . SEE PLAN FOR ...� 1 1/2" C. STUBBED-UP FOR DATA 1 (2...._6) (3.5 4111) ( OT ATI N �+ 0 .. ®CON IND 0 �•... . ,�, = Drawing Title I IG IG RACKING POWER , 1 ,r. . �� ORTH RACKING POWER PLAN .. PLAN . . . ' , IGC _ PLAf� SCALE: 1/16' = 1'- 0'' Scale AS NOTED Date JUN 0 7 1999 tit l l 1499-(1024' Sheet No. I i 1111)9.00551 ENLARGED SPECIAL ORDER DESK Ill I' 1999-00223 �� . I'I,M 1999-00173 SCALE: 1/8" = 1'- 0" E 2 0 . . . 7., I)ARTMot1TH Pc i 66 of 101 I I milmommumni . 411111111111111■111.11111110111111111111.11111111 IIMIIIINIIIIIIIIINIIIIIMINIIIIIMOIIINIIIIIIIIIIIIIW 4111111111111111111111111111111111111111111011111111111111M1111111111111111111101MPIEMINIMIIMEMPIIIMININIMEL ' . • If this notice appears clearer than the JUN 0 2 2000 ' dOcument, the document is of marginal quality. 11ii 'rl)IlllllCl1 ,• 91 !I► (!f! '!I !I!I! {!I!i! i I�IjIII I;f�1 l �!�jl;Iji !�!'!�! !tlilli !l!II 111,!x!;! ;Il! i 1i1i ;I Iii : Bill{ ilji{iI! iiiI!,Iti{l) ;I I IIIi111j1Ii!1;1 1 Ilil1l1ljl�l ►j11!III!li�ll•!, ��` � " 'f '}' ucu i woe IN CH INA _ I I I 1 i I _ _ '' I 7,� -1-- _ -1 i i ti t t u i -1-Ti Ti`_ 11t I I -1_ ±� Ir - T- • -� ;0.,.;' i ! Illlll 11 II 11 1111 !hill iiliiI iiiilii III I it ! 1 i 1 ii II $s, i (hill III1uhI11t11111IIIl1iIl'ltilii,iiii1i:;;,i;:!,!!i;11111 !!!il'IIIII!!:!1;ion1i1'It1,1:1111111,:11111:n 1111111111mIlli ,, ,,,V6 II11!1111.111111111,III!II111�,1,4,,IIIIIIII,,I„I1 !!!!14,,,,41i l .11ll.,,I,Ilili,.l4i.l.11ll4..11Jlill.;..IIIt 14111, .li�llll iill�.11l{UIIIiUii I ! , Revisions LIGHTING FIXTURE SCHEDULE No Date Descri ticxr ......._ __ _ ___ .. ____..______, ------- __ ____ ___.. 2' 16 99 F EPMl I APPLICATION t l x I SPECIFICATION LAMP DATA ____-_ �- 1 U I AL MOUNTING HEIGH f 10 IID. OFWAl 1 U NM ADDED EXITS PER CODE REQUEST 1IPE MANUFACTURER CATALOG NUMBER •• :LN_ .Ii;;;;; [__ LAMP TYPE 130FIOM OF FIX FIXE. /FIXT NEN F . ( AA UUAI_-UTE UL-2 (WHITE) Y PACK) FURIJISHEU W Flx1URE -__ PENDANT MOW ILD 1f1 iU. 10'-0" A.F.I. (D : ) C3) 0 r (9 C8-) '1111 =I= r C CRESCENT RN24O87SSOCT--277V F 4 35 F40T8/CW 14'--6" SEF NOTE / 6 I 'I I 1 ( I -- 1111111111 IIIIIIIIII D CRESCENT S'r>13240A120S0 F 1 32 F032/T8 SURFACE MOUNTED , ' I E CRESCENT 24CP340ASSOC 734TRU-277V F 3 32 F032/18 RECESSED 2) '' ` ' 11111111111111111111111111111111111111111111 Ll. CRESCENT 24FP340ASSOC7341RU-277V F ( 32 1032/18 RECESSED r 98 -- ;WN(CII "a" 10 CONT 01 1 ' CRESCENT SCF14087SSOCB4TRSU 1 2 32 14018 D35 r' , of I I MIL LAMPS ITHIEACH R LOOM FI TURF_ i / �,EF: NU'IF � 111 U C-4 HA 31,33 .1 1111 �_� _ __.___ .. REMOTE IIEAU III 1 Z IIA-25 33 - _ 31 ( iiillIllIllMIIIIIIIIIIIIIIIIIIIM I ( - -REMOTE HEAD i ---�---- H LIGHTOLIER 8297WH-8567 LENS MH I 70 MACK MQUtIIFI' ( U1 I{� rAR:iB 7UW MH I I �' "" 1, ,n '� • .111111 'S ..._....r.,. .,=4,..______, a. II ----0. • r (( I 11 ; 1 '' 0" l rl' 2' U" 1 YP. 7�� - .---- _ „ - AA 111 HOLOPHANE RA4OEMH-3I-TOYS MH I 400 MP400/C/BU-ONLY 3200K 11' G AIF ��► 4.18 II 11 AA "\� I IM--25,'28 ,-- II �r t �� 1 F 28 1 - F 28 5 F z(1 IF 28 `�, f a F 2ti ,, / 2 j _..____.__...._ li hrJ f r .A ) I ,I.` � -"�•`I_�' �._ .....-"'.""`� ._1"'....--�..-...�`��._.�� . ~'� 1 ( I III �' Hal MH I 400 MP400/C/BU--ONLY 3200K 458 I r ( _�w� -� )r dill HOLOPHANE RA40E'AH•-31-TOYS-WITH QUARTZ 11' et" Alt •_ • I 1' _1 I w�:�_--. --r - „8illi ill r ec U I 15U QUARTZ 150W 1JU 25 -' 3 7._6. I 12'--U" TYF'. , F 26 rr' t r 1 LIGHTOLIER DL9CLW-DL9B-17H8-277V MH I 17J 175W-F7.8-8128 RFCFS�fII I r 25 ,r A. I I / IIA-I(1,1?. lIA 9,11 I' �r ill 2.1 4}_'.f. Alio, ' E--..a.----------t�_ ._ r-r---7---1-.. -f.- -" f 2fi I 1 11 1 HA-5,1 (1 2 , , 1 '�"" lU 12 1u 12 si I Drawn References LXURW (WHITE) f 11RNISIIEU W FIXTURE r I ' • ' ' 'I L -'- r I______ T _ ' 20 M Ul1Al l I lE EXIT LIGHT WITH LAMP / QEF: ROIL 4 Il JU it 11 I 1 I I I 8 6 8 4'-3 11/11:1 I ( I 14 I f I I 111 I 4 IIC 2 -1 1:: tIC I HC { r► , } 1t_2 r He Nu l.!1 clwillt a LXURIIVF (WHITE) I'UFtNISI1kU W FIXTURE1L, ) 5 `-' 1 (.. ( 1 ) M1 DUAL-UTE / ';f.F NOW. 4 n fIU I AA _ HG _ ' t •i 12 10 12 211 , EXIT LIGHT (BATTERY PACK) # i - t ()IA II II f I 1( I-_ ' 1.3 1 l_F 4 .r. r11 LF 11 -. / `> III' 11� H A n n ' 'LE-'1 IIA--8,8 - :- C 6 �; 1 A u II +, _,, ••12 LIC>aITOLIER LA120WNi17HB MN 1 1'15 MH175 RFCF.iSf,[) S 215 II 1 { 3' g• - 1'- 4 ' j ( F i . _ w . _ _._._ �._ __-__ _ _ 5SS-101 :'J11 '-3u-Bl H f (lc 1 I I(: (7 HC ' ( IIC i I' ( ) ' iiiiip r ? Liu A 1Z t ( )T �rIIISL1 WIDLL.ITE SLS/til-800-S-480V--UB-MHL FURNISHED W/ FIXTURE MVP 400 (11411) [URN. BY "PRO" tilu A 6 7 1IiC1 ' ) 2ls Ill• INST. 81 E,LC ' I II, 'It rSSS--101--5011--30-PI - IIA-113 ' "`�� rt i- N !1 ', SL:'. WIDELIIE. SLS/M-800A•-48UV-DB-M FURNISHED W/ FIXTURE MVR 411.1 (TWIN) FURN. O1' "PRO" 1., IIA '+.11 1 ,1' C ( I ,� -i' T: III.INST. I9Y tLC .1� r II !' 1 1ICE I riu I 1 i�� 61' 4 . l12 I) i�..r i6'•--0" Arr U.N.U. 5FF I4 1.`i_: 1 t1 ( )I ( �tN: ( 2 ( Hl; IIC / I HC � / Ilt I UGHTOLIER 91 tit+WH 8' TR1.Ck 14/A N/A DETAIL- M 5 ON SHEET . 111 f .., ( 4 1 ' S 7 13 I I I COR k rim; _._ - ---_.__._ E7. - I 1' 1 / III rn � r......_, g IHR/ C-9 ---- 10'-0" M F U.N.U. 6'I �, 1U t12 1U 1.2 1 I j r : I t -- . .-.�_ 1 !I IIA 3 _..f._ 11 3 11 UGH Tot it t:' 9108Wll 4' TRACK IJ/A N/A DETAIL. # 5 ON SHIT 1 ► , I d `"-- .,.G-.�_ - ! 7. l --.. _ .___. _ ___.___ _-_�___ __. !l i II ( ) 111 t IIC III: I. HC HC FIC IA HC �• I{ t1 WIDELill WPCIUUN. 4L-WHITE-277V FURNISH'II W/ fIXTIME Br2n-loo Not `_�E.E ARCH. ILL VA IU ill - ,I 295 II • ` T 6 13 �•�...,. II • 1 1 �,�, I . 7 5 t11 ONCH WP25OMAL-WHITE-277V FURNISHED W/ FIXTUREI I • / . T BT28--?.�U MII CFF ARCH. ILL / I.PCi 11111/ I 1 ''1 I I 9 1>< ', IIA-31. ' ' _ _ ► I 1 I .� I + 1� ITIG IIC ( )11' ITU MC HC MC 1U 1 �iu I.'� ,I 0 1uIJ1- WP40UMAL-WFIITE-277V FURNI'iFIED W/ FIXTURE HT25-400 MII SEE ARCH. RI Vnll lr. 0 1 'It ( 1 3 ,- , I. 5 7 I t IIII �� VIII e 13 II I I I 1 i 11 ll C140RE7-120V-T8-ELECTRONIC �' i 1 v CRESCENT I I 32 F032/835 MOUNTED I. I RACKING G11 11 I 1 ' - 1 1--c �- , , 1 1� 4' LONG FIXTURE U.N.u. i! '' _ 1 12. 10 I 12 10 it BID DATE: 8-7-99 CADD NAME: ti3(3E0� PROJECT NO.: 898636 1 �, q jfllrl ) ( )H,. ( HC Ht. I I(:( � _ _ . r C1408R-120V-18-'ELECTRONIC MOUNTED UN RACKINI� ( ' J 1r . C 11 DRAWN 8Y: __ CHECKED BY: GLR -..11 vi CRESCENT f 2 35 F096/835 I. 'I ` I' 1 r • " - r' t I �• ' 8' LONG FIXTURE U.N.r1. 3 A 1; 1 NCE r _._- �_--- , - __. -_� ..:::>. 6 4 10 12 I 10 I2 1 PROTOTYPE IESIGNATION: 1999 BRU 37K Rgy•Q1L._ it I I i l CRESCENT DC40 LT 1 40 40W/A19 11' U" '' .-_ '! • IIIC , ( . Ir, HC � I i4' . Hc; I ( ) III H1;F � I fll' __�__-=_ l'i " •• LAMPS: I-INCANDESCENT F-FLUORESCENT MV-MERCURY VAPOR MM-METAL HALIDE U-Ql1ARTZ HPS-HIGH PRESSURE .:Ul+lull 1 (.• I 4 1 3 6 8 4 13 12 10 1?. tU c r,�m��r� 1 ..._� ► •I 10877 WATSON ROAD BABIES "R" US OWNER SUPPLIED ITEMS _ IR I r. '--!'1 ST. LOUIS, MO 63127 ► Hr l0 12 10 12 H PROJECT MANAGERS �._ ____- APR NAME ,('�- '! H(` IIC I;,UE DATE DATE ARCH CONSULTANT: CAWQ.SQBP. rFVISED DATE: J AIL__-_-_-'-_- ADDRESS: .15107E 11,�. U• APM FAX ( [AX.1UMBER . ( ) 11(- b TIG ( I-1C IIC 0 ' DEVISED DATE: DATE _ CITY/STATE/ZIP: ALLOWS. 110, 127 ArM F.-MAIL: E• MAIL AI)U[ILSS - 1 I 1 1 1 1 . ` 5 5 7 5 I fi 13 12 C 10 12 IU PR(--"Ti -i:" , CONTACT: _,• _._..�_ _ . . . ,.{'M. I , I I,^ I ' I,• A - `+ •• c„, 01 �F It O ( lid ' 1 y _ -4�- rN bRDER/COP'F1RMAnoN / NUlttLjER ___ _ PHONE C31411L2L-119n ,,rM rAx IF. .EAX 1IUMBEtt.. , ' v._ I u N J 01999 OWNER NAME: )SMC. - EMAIL: '�� 021-4142 _ t;rM r--wou .E MNL.ADDRESS 1 1 1 1 (\ ' \V 4~ .f Al rt': 10,1.0*, / r SCORE MOW _� 21 7.7.7.b IIC fc l 1 HC IIC I i�• (.�tv II )I I(,E 114 : � MC 1IC ``' 4 14 � A AODi ESS: .A[tURE5,5----. rix IURINO (RAC1UND) RA1E: UM L I•I , ') f I• 21,4r.„..... CITY tATE .1P: 51 P I>FI IVF.RY DAV: DATE ( I ,1"i" 2 23 1 16 1 OF RECORD' L f ROFES I A • • M1 IIA-14,Ir, 9� .„„,, IIA 6 ` ! TAMES 12. ALBER !1 21, F'`c' �'`' pl .S1�•-Q?.1-11 AO ill C• AI I I I II ' ;-� . I.1 14 ! I n,Ru ,� , LIGHTING FIXTURE SCH � "•.J L� NIVILS; I r� , i 1x,111 )li' :1.11 .. HC � 110 � H(� ) IiC HC � /IC •• IIC •• HC • - ''...., iirfliii r, 1 i , in y3 • 21 23 21 16 14 16 IIA-•31,.33 . 0 I I' I (I : 1. ALL LIGHTING FIXTURES, L AMPS & BALLASTS WILL BE FURNISHED BY OYMER AND INSTALLED BY ELC IIA-18,20 EXCEPT AS OTHERWISE NOTED. i., 1_.� 'I 113 0 16 20 111 lt3 1 C--7.-"----(8111 FIC IIC • He 33 2. FIXTURE QUANTITIES SHOWN ARE FOR OWNERS INFORMATION VNI_Y. FIX SHALL VERIFY FIXTURE QUANTITIES. 32J_ 2, F , F '^III 1��( }�, _ 1 Q I<1� 1<) a I<1 HC U 18 I 14 1 -7-: it A 1A1- u- / • --'' N, f al Office 3. ALL LIGHTING FIX TUPES IN SALES AREA SHALL BE ROD OR PENDANT HUNG. ELC SHALL PROVIDE RODS (~A) - • 11 �.I .\>"4"- , , , -fi -- - - " -ST T • I i`" 1 'c t 'L I •""� 46t o'rom Road G AND BEAM CLAMPS. • Rr..MOTr. Hr,.n►+ I1 R 31 R 3 x'� ••••••••••••••••••••••...... ...C-1""� I Par• us, NJ 07552 4. PENDANT MOUNT EXIT SIGNS AY 10'-0" AVE EXCEPT SURFACE MOUNT OVER SLIDING DOORS. EXIT SIGNS (201) 599-7800 SHALL BE CLEAR OF ALL FIXTURING. 5. MOUNT FIXTURE ABOVE BOTTOM OF ROOF FRAMING MEMBERS IN PRE--SALES AREA AND MOUNT FIXTURE 1(I TOP OF ROOF FRAMING MEMBERS IN RECEIVING AREA. phis drawing Is the Excluslve Property of 6. ALL THE ROWS OF LIGHTING FIXTURES IN SALES AREA, SHALL BE INSTALLED WITH FLEX (BY ELC) 10 PERMH' h II TOYS "FI" US. The Information shown may OF SIDE TO SIDE ADJUSTMENT (APPROX. 8'-0" OF SLACK) EXTRA FLEX SHALL BE COILED AND SUPPOR1EII I I I I I I IN A CODE APPROVED MANNER AT UPPER JUN1;11CN BOX. I 1 not be used nor the Drawings Reproduced without permission of TOYS "A" US. ' NIE: , Location 1 . LIGHT FIXTURE LOCATIONS ARE DETERMINED BY . . i TIGARD , OR . "FI ".» "Fl " (_I.. ) ( ) ( (3cyN THE ATEST _ . DRAWING F1 ELC TO OBTAIN L DRAWING AND LAY-OUT LIGHTING IN THE CENTER ' Drawing Title OF THE AISLE. LIGHTING PLAN 1. THE INTENT IS TO LOCATE THE SALES AREA �,�N N I-.Ot�R l..lGI-� IN F� � NLIGHT FIXTURES IN THE CENTER OF THE AISLE AND PL__ AN NOR-f_F IMAIN ._.�..., �... . `;1::c�Ie Date I r I �I IAIJ.. 8F RFSPONSII3I r FOR CUURDINA TION OT uI'ANTI Ii AHD I()CATION or r Y.1T I Irl iv; , I rr • AS NOTED 6--7--9y SYMMETRICAL WITH LENGTH OF RACKING. .. " �. ..c.A i . t /t(; -- t -- ()• . - I i i c. 1 fI E PF:SP WITH E FOR AOORDItI11ES. hi MEC 1999-00244 Al I. WIRING 10 BE if 12, 1/2" C. U.O.N. AND ARRANGED TO 11E BALANCED f VASE: LO NEU1RAI • Sheet No. ELC 1999-00551 3. WARNING: OBTAIN LATEST "F1" FROM TRU REP. Bur 1 ;99-00221 -__ .___._ . ___ ___ _ __ KM 1909-001A E3 , 7805 DARTMOUTH r PG 67 of 101 . 1111,11.4111111r AltillOOPOINSPINWINMPIPPIIP, . If this notice appears clearer than the JUN 0 2 2000 dOcnment, the document is of n tii-gi,t;t1 quality. microfilmed I , I C I 'III 1 ( I;.. I .,. t I; Y i i I 11 ( i '! ,I.. . ,, till (�111lI l,l l ! I111I1 i lllllll�lllll .i ��1f�1�, l ,llt rlllll 111111 r ,1 '1 1 '� 1 ;11tlil' I !I11 11111TH iiilililillhi I IiiitliliNIII I !IIIIIIIIiili iliI1111111. 1! 4 • i .' ,-0,...,. MCN II MADE IN CN INA C Li _ __ ! _li rt, ",._ � �_ t I-. -I_ -.�---- I --T- I i t I I . ,• I � . ,..•IT ...., 11 !. (I !I ! I I I I)I I1 I (ir I i ' q I IIIIIIIIIlii1111 IIIIII1111IIIIIIiIlIIIIIttIIi ill Ili il'lii I. 11{ II illi'1 I lili I iii 1 illii i1 i I {i Til I II ,fir I' loll t ! 1t t t ntr ,1rr1,1 r rttl r ,t Itt +Irr 'III I (I!1 111'!!I1lI! !' '1 ' " ik11111111111a1 I I II. ! IHI.,, ! I•,l..•I !,I I!I!, ,,i.i'I!I. ,,! lii,• inil., .I!! IIlii,i..I!: i,Ii' Ilitlil 11! 111,I1 , 11lI !I,lliltitlllllt,•rri 11,,,..,I I ,rr , ,. .,11 nt,,, , ,l,.t• • 17 + �m•.ww • • s is 1 • •i. t• `,• t. • 1'. • . . : • o NutoommoiniwiromooloomooMMIlloINIIIIIMMINIIINIIIIIIImININIIINM1 . Revisions �'' No Dote Dation ,% 2-16 -99 PERMIT APPLICATION P . i � • Q LIGHT FIXTURE ----- (1 ) (;) y; j C 6 0 (8) . SIGN I I I I I 11 III , I I I !,;•+-, LIGHT FIXTURE LENSE I • I I II I I I ---SIGN 3' HIGH x 6' LONG x 8' AFT 111111111/ II I .' RACKING SUPPORTS •' I I I ' -- HANG SIGN AT 30' . FROM FRONT TO BACK I ^, . AXIS. I I , I I I I FR ONTF 0 STORE 111 ==`- - -� _ == f - : --- - _ _ _ - T j _ -- risiasgmin ... Revisions g ")ote Descr i tion j 2-16-99 PERMIT APPLICATION 111111. i, 0 0 (-3) 4 CI OP . G,.3 I • I 1 , 1 I I I I I aI I I I I I I I� r ;.: 1iii .. 1 I i I I I I 1111 , , I a 1 I I I I 1 . 1111 a''..."1"." "‘".."... 1111 1 I I 1 ■ . 1 -_,-.L.7,,, I I .�_� 0 , _ -�--- - _; - 1111... ... rr� _ __ fir--- -.,--.-___: --,-i - - .._.....___ 41) III .. 1. !!. I 1 tri_________II; ! t 11 t I • . . 1 .,--1 Fiiil. - i--I ‘ II ■ t -- 1 -. �� ' I it1111111111111111111111111 • _ x, I I I 1 . x111 ___1 1 , : • • . , • • , • •±I I , _ Olin 7.•J 4 . ... 1 tDrawing References ri. I 1 1 ; 1. ! !,II le 111--- 1 . I I I ---... 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BID DAY UN 0 7199.q +� '. ii-' . . ... _ fI [_ '!' ii:i: !i } 1 :• ;Tr , 1• iia• '...1:1.' ai ia �1:: :: , . . - _ --- a' .t.t •:ri .1 .c -.1 - 1 -1 - dm, • .1 .1` _ OS -!•- PROJECT T N •� .. .:,� .:,• : '. :A.1.:.:• � � �,_ � ("ADD NAME 636E 898636 , ,r;•� 1 DRAWN BY' GLR CHECKED BY: GLR/PJH f �!:i ;!=i' l;f' •�L'i'' �!:i .1:,.• •!.1•' 4 4 :l.r: ;!.1': .!.1 d.i•: I IE ., I1 E '4111• , E I 1 I I PROTOTYPE DESiGNAT10N: 1999 BRU 37K REv. 0.95 • E 1111. ... •., .. 1111• •. • .. ..1.. i{I�t .,'+• ......+. •••• ', :I1�} ...• •�• } 111. I [ i . . . ( :4J' j I iI 1I • I ... i. !:r" +.rit} :!;i ri:• �!:i•: �!:i•: ei:V. 'I;i- ::i- ,%�� 10877 WATSOR ROAD • :'r I 1 r ' . .... • 1.... .� I i it ST. LOUIS, MO 63127 of �!:i.. :ii Ii.: :!ir. :i.i- � �I PROJECT MANAGERS FF 1 • I �i ,�',,. i �o�p PR ores B _ _ - - - - - -- - - - - - - - - - - • - ... - - --• '-•-- - - - . - -- JUN 3 0199 �G "I ,S> • v • i u,.,.• r +u.wa LWIN.. 11.141..•• J •1 `. il .. 'I ., 1 . 1111. ., 1. 1 • II 4 / fI 1 II • PROFESSIONAL l • GON r . l _., „", .-..-; .,..n .n, I"„n, rr...r OF RECORD: �°, . i JAMES C. ALBERTS FAirS�� 21, �9 �� ` ... . A I 11 314-821-1100 C /• � • i�•,u lou••.0 u.r•.ree ..ri r.ur.rr•i 3 l ... E • .. . .,_ .., r.. • , i i ' - '�'1 tom- C� \ v ' 1 �- I.• • . f,+,w+r ,rrr.n. .nwn n+m+ ,rnrrlj - . ' r i �' -� l it -'�' ! RACKlr`�; PLAN K ...,.._____J-±.........--_± .1r----.. i FLOOR ENG CAP SIGN - I �. I N t on,a �fi • a P S4 P 1 �- - wI 1'' 4611 Frdm Road , 1111 ., f PLUGMOLD TOTAL. PER SIDE MOUNTED HORIZONTAL_Y --k , .______ __. ON RACK, CENTER PLUGMOLD ON RACK I �I ✓J II I Paramus, NJ 07652 I I 0- PLUGMOLD (2) 5' SECTIONS PER SIDE FOR A TOTAL OF 10' II_ __ W - _ _ �I (201) 599 -7800 MOUNTED HORIZONTALLY ON RACK, EQUAL DISTANCE FROM , EDt;E OF RACK TO EDGE OF PLUGMOLD, AND FROM EDGE OF PLU4•MOLD TO EDGE OF PLUGMOLD. I I I I I I I I NOTEL I This drawing is the Exclusive Property of 1 FOR POWER CIRCUITING SEE SHEET E2.0 AND E4.0. TOYS "A" US. The information shown may I not be used nor the Drawings Reproduced 2 RACKING 5'-6" OR LOWER RECEIVES PLUGMOLD AT $" AFT, withou'. permission of TOYS "S1" US. AND RACKING HIGHER THAN `i'-6" SHALL RECEIVE PLUGMOLD • AT 7'- 8" AFF. I I 1 I I I I I LocationPLUGMOI.D AS MANUFACTURED BY WIREMOLD # 2000GB SC"IES WITH RECEPTACLES ON 6" CENTERS COLOR TO BF. WHITE. TIGARD , ^ • . IP . . 2 2.6 3.5 4.2 ._ 6 CO . Drawing Title RACKING I . D . FLAN / \ Nc-)RTI-i RACKING 10D. PLAN FLAN ., �, SCALE: 1/16" = 1'- 0" ,cal. Date AS NOTED •. • MEC 1999-00244 I.I,C 1999-00551 ► • 6 II 23 Sheet NO. PLM 1999-00173 7805 DARTMOUTH E5 • , . 0 PG 69 of 101 . IIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMIIMIIIIIIIIIIIIIIILMOIOIIIIIIIIIIIIIIIISNIIIIINIIIIIINIIIIIIMIIIIIIIIMIIIIIIIIMNIIIIIIIIIIIMIIIIIIIIIIIIMIIIIIINIIIIIIIIIIMIIIMIIIIIIIOLMNMMIMMIMIMMMIIIIMIIIIIF 41/11#11#11111111510#111111111/1111L • • • , 0 . • - •• • IIP . .. : - . . , a: • If this notice appears clearer than the JUN 0 2 2000 `^u' !document, the document is of marginal quality. Il11CCUl1h11C(I xti , , 1 I I : t II I I I , I 4 r 1 i I x't . )..•%• I �i1i�1 �l�i I , i1lillilili Ii�iIl��I .,l�C l I��jilllrillF ,il�r� ii�i;l �i1�ll l'»,.t, 1 IL� • t��cll,, i i�ii •it�iil�, iii(l #1�i+ll:li (Ii; Iiliilliiil{i l ;11111l1i1!1Il`tl l ;; 1.111111 ( a . • INCH Il MADE IN CHINAI _ ( 1 '!! i l. '`ii . I II l 1 ' 111 iilll til 111 1 I� 1 li t -- 1) Il 1111111 II;IIII1It Illl�llll"'''l ''''' lli" '111 II1""'111111'"''111 !!l�',ItOli:1111:1!:;1111:lowiliaollill!! ' � ir ,.,µ1111 �illllllll�l,lll�►� 111IIll�ill lnl�i�lltll�l�l. ..rnl+,rl�lllr!!1lf��l�l..,ll ii�a�lil lillrin�lill..fljl,.l[�iiilRil�r11.. i(n�i_iiilllLl��nfilnnl..l„1n n 1 I 1 t . _ , . IIIIMIIIIII111111.11111M , . . ' • . , , .. . • . • . • p . . . ., 9 •• eeimmummememisrampairemo . . .. . . .• • • • - . i , . • ., . • , . • ' • ' , . - - . • - . . • , - Revisions 0 Ci.) ..• Is. Date _ • Description t.3 _ - -1--------7-_ 7.-L-E:_ _.._._____=__.._._:7— ___=_=1 ---=-- - --=-4-- f------it------ 0 1 —1 - 2 .16-99 PERMIT APPLICATION • • — 11----'"." -- - L =-- -------- - — :31' 3 . 7'1 0" AVE- - Ill IIIII . . 1 LA-7,9,11 III . . . • . .- _ , wATER HE TER BY HAC, BC • - 7'-0" AFT - 3 _HOT, 7 • N . , TO MAKE FINN.. CONNECTIONS • FOR TV I I) ' I 1111111•11111 • 3 -1: 1 1/2" CONDUIT MIN. 1 ,v <4113. , , - 3 36" BELOW GRADE 3 =-. 'I' I LA , 1111 . .... _ WITH PULL WIRE, 48" AFF FOR . , . SEE IRRIGATION IRRIGATION , . PLANS FOR SYSTEM PANEL 1 !- 7 ____NLA-1. i 9 "1'1 i . CONTINUATION ANO , III= CONNECTIONS, k ' 3 ; 1 ' ''' _____ _ ' COORDINATE WITH 41) I, -1 11.1. I ' Ill= • IRRIGATION ...woe ammo.. ' . 1 I I _ CONTRACTOR -'71 LA-8 1111 II GFI I I 11 III LA-5 __. 3 3/4" CONDUIT ,TO J-BOX Al 60" AFF TO I / PHONE BOARD, TYPICAL FOR ALL PHONES. . •• 1 ,. __-_JI 48" AFF FOR 1• ' - 111111 111111111111111 111== MICROWAVE OVEN - EWC 41) „.....- LA-5 N . _ \ PUBLIC PHONE 0--- .= TIMER OVERRIDE SWITCH AND 2 SPEED CONTROL FOR I 'JCH ROOM ,i L 9 III .. TRANSFER F AN TE-1 LABELED "EXHAUST FAN". ELC TO PROVIDE -, U . . SWITCH, MANUFACTURED BY IN TERMA TIC # FD32H. 1----- -.- 1111 • ' . 1111 .„ . . • TOILET AREA PLANiii .. .. L IIIINNINIIIIIIIIIINININININZIO III . . • 0" III ' . .. • 11111111111.= SCALE: 1/8" = 1'- . • • III . . . 1111 I . I - 5 . • • , Drawing References . , •• . . El Drowin es •, allir"...NIMI • . II . . . • . s. . • 111111111 • . ., . . FOR EMPLOYEES ATTENDANCE III , . . • RECORDER AT 4.-4- All ., . . • . •u LA-18 II x • ll . : LC-5 . • 60" AFF TYPICAL FOR 7—_, II , IIII • • , IG,1 1111 IG --48" AFF • Ill 10 • • . r • I •Fx. IG,5 i; 5 • ,• •::: --PANEL "LC" ' III . (2) 3/4" CONDUITS FROM 48" 1-• i• 8 . AFF TO 2" ABOVE LAY-IN CEILINGt• .. - ..., 18 I 111 ' n. • ' - 18 ,z,1 • I '''. IG,5 -I DISC. SW FOR UPS ONE AC LF--10 1 FILTER • ii LF-1.5 a . . . . . , . 1 .1111 IiU , . ., • i 1 LB-B —ELC TO SUSPEND T-1 ON SKIDS MOUNTED a 48" AFF FOR AMPLIFIER-- . .. . 1:-. IG:14 18 ON wALL BOTTom oF SKIDS AT 8-6 AFT- . . • •74, 18 1 • , .. •• LB--5 I1.;., LF-2,6 III (2) 2" CONDUIT FOR CCTV FROM JOIST SPACE DOWN .. AI . . . .• • LF-13 fi.) le I TO 12" AFF, TERMINATE IN 6" x 6" SURFACE MOUNTED BOX. BOX FACING INTO OFFICE. IIII LA-12 (2) 3" CoNDUITS FROM wIREwAy .......... .,.... 2 A.. 2 • PULL BOX 10 8.-Cr AFF FOR , :. w IC 1C1- LC-5 N ,- ie AI iii fir . . . . DATA LINES, SEE SHEET E 1. - ---- $ . 1 I 1969 .71 BID DATE: PLAN . • INCOMING TELEPHONE SERVICES---- • °1°II° LEI--3 .i.w.:... Illi i • = 1G IG CADD NAME: 636E06___ PROJECT NO.: 098636 • " NORTH _....- ENTRANCE STUB-UP--- "I - IG li; 1 LA 1 ',19 LC-7 SURFACE MOUNTED OVERRIDE • DRAWN BY: GLR CHECKED BY: GLR/PJH MOUNT ABOvE COUNTEP 'VP FOR 2 ---7 ' LA-I2 . ._ PANEL BY OTHERS, STUB-UP 4, .. , 1/2" CONDUIT AND TURN OUT PROTOTYPE DESIGNATION: 1999 BRU_j7K REV C99 . . \( , I IN JOIST SPACE. . .. - - 4 — 11 - '. •I _........ . ‘-------.- . • • 5.-0" OF PLUGMOLD. REC.',TACLES , 6" ON CEN TER MOUNTED AT 36" III 0 • 10877ROAD . . ' ... \-MOUNT A1 8'-0" A.1 I a\vvArs@oN© . . AFT, TYPICAL FOR 2. " . • . ., . . .. ST. LOUIS, MO 63127 . . • . •• , PROJECT MANAGERS . . . .. . . . • . . . : •, . . . , . . • (-)i, • 1.... (- • 1, , l',.-' , i• FRONT OFFICES . . SCALE: 1/&" = 1'- 0" .111N 3 019V PROFESSIONA ' I OF RECORD: JIN I JAMES C. AL.BERTS27 nk ,,ii „.......) i , t_s, 314-821-1100 C. A •V . .. .. ma) ' Ih...._ . . . 0 I -131111rft • • . • ----------------"---IVIIMINIMINWINII 4MENIM'Mb ---r-Th ' . . •IP io'r,o1 office . . . • • 46 From! Road PANEL HA WITH C-1, C-2, C-3, C-7 tie , . • Pa .mus NJ 07652 C-8 MOUNTED ABOVE PANEL . . . . (20 5 9-7800 PANEL LB WITH 1--4 MOUNTED . 5. . . ON WALL ABOVE PANEL----- . , •;• PANEL HB . . • PANEL LA WTH C-4, C-9 AND T-2 MOUNTED ABOVE 8 This drawing is the Exclusive Property of . PANEL \ . TOYS "Si" US. The information shown may . . . . . . i not be used nor the Drawings Reproduced . . . 72..-.-. =. I . without permission of TOYS "A" US. LB-2 MOP r . Location - , ELC TO PROVIDE WP 600A MAIN . SWITCH WITH 600A FUSES METER • TIGARD , OR . . . ELC TO ROUTE ALL COIL CONTROL WRING FROM -....:_ _Aril I...• 7 .11.! 0 BASE MOUNTED ON EXTERIOR WALL METER ELC TO PROVIDE WP C/T CABINET AND METER BASE , .. . . ' , • 1 ALL CONTACTORS TO THIS J--BOX ON BACKBOARD Ir MOUNTED ON EXTERIOR WALL Drawing Title . . AT 4.-0" AFF AND CONNECT WRING INTO EMS I ENLARGED POWER . PANEL AS SHOWN ON SHEET EMS1.------ _ PANEL LE (2 SECTIONS) WITH 1 . • C-6 AND 1-3 MOUNTED ABOVE i• 1 . ELC TO PROVIDE 4' x 4' PLYWOOD BACKBOARD PANEL PLAN . FOR EMS SYSTEM. EMS BY OTHERS, ELC TO . . PROVIDE 120V POWER MOUNT J-BOX AT 42" —— PANEL HC WITH C-5 MOUNTED ABOVE SC al e Date AFF AND INSTALL EMS PANEL . • MEC 1999-00244 EMS PANEL BY OTHERS AS NOTED jliN 071999 ac 1999-00.551 .• . WT1' 1999-00223 Sheet No. mm1094-001/1 ENLARGED POWER ROOM PLAN E r, . . 7805 DARTMOUTH • • . ,. 0 PG 70 of 101 SCALE: 1/8" = 1'.-- 0" 0 ' . 4 • •• Alummounaniammitinumemimmumiumumilimmaiammijimmommammilmememmemammomminomonsummummoomionionommummomegimaimmemilm . • . • 4 • - , \ . ,.... .... ......... . If this notice appears clearer than the JUN 0 2 2000 I-ior:,'•-•-;•il'•- . . ., . document, tile document iof s marinl q gauality. microfilmed . . . . . __ ,..,......,, 1111111111111ITIIIIIIII i' 1111111111111 i 'H11101111 111111iilliil IlillifiiHi , ! 11111.1 -ri"ri , • , .—.. ..,, Ililiii1411111:111ili!! i'llililillli . i I IllplilllillIl I ;11111111illiiii1111111111! '...' .. 1,: ';:',,''' ,. -..,:::',. . ! 5 INCH I I MADE HI CHINA 1 . LO •. ., •,4,4. A,. .--:, !.'',-, , • 1 ,-i , -1- , --i-- _ . .. , . ., . IIIIIIIIIIIIIIIIIIIIIIIIIIiiiitullpilipsffildwi.oliliniiiiiil!in iiiii-r!iiiiidititi.41,1.1'101iloilolidiiiiri-Hiii:laiillilLiothiloili-iliiiiiiiiihti-411.711-iliiiiiiififiwill 1 C" ' l'i ' .... , . ,, . ,., 1 a 1 ti 1 -Tr 1--- , fr i-li c • ' . - • i.,.' . . : , , , .•,.,. -,... . . , ii•iiiiiiiiiii;;;iill;;T: 11111X1!101:1111!!!!!:111:::1111:1:::1111wwiffilionnIt! ' ., . ., . . . ,i . .. • . . , . . . . . . , . . • .4 • 0 . . . • , , . . . . . L., . .. ._ . ::ty1 1<rr "V` z,n� ,'y ''.1r� ki; Iii:/'�, iii 'p�R�^y� ( jjl Cyt .! ,q,.fy��,o,q�5d�� y.k W'l^�AY. M14, -FK ^9.1�Y•�la, `'IPgi:L. �� 4444k 1 Y, k. 1 uvh tf ., ,,M, .. ;1Ye .� :...i., .:', Y, 1, f', J.6 ' ''' ' '' , h.. N4 1�A. all• ,,.ax3�.. . !. < ''''"I''•. - . .:,. ... .I. � lrb�'',719�L�e �'i;:.d'.KIx � t. ..` -.r ....mirsommegammil - . . , ; vy= � Revisions A SUSPEND LIGHT FIXTURE FROM No Dote Description 11NISTRUT CHANNEL PLACED ACROSS BOTTOM OF TOP CHORD O` JOIST 2-16-99 PERMIT APPLICATION BELOW DECK FLI1 TING. 1 • • • 1. , \ — .fimommaimoomm. \ (- -- -_ -- -----FLUSH BRASS SINGLE DUPLEX WITH FLIP LIDS. # \\ S165B, ADJUSTING RING INCLUDE. • \ THREA D ROp7�j•�� N 437-1 1/8 INSERT, RECEPTACLE PROVIDED BY ELC J-BOX MOUNTED IN JOIST AREA- r14,1r-- -- Nao . AFTERSET 7/8" W 1-t(- - wo , --- - NOTE _ ELC TO IDENTIFY PROPER ROUTE FLEX INSIDE RACKING TYPICAL L� RECEPTACLE LOCATIONS / SEE LIGHTINGFIXTURE I AFIF ROOM SETTING a / 11111111111 AE3.0 - PARTITIONS ARE IN PLACE. PLAN E3.0 . ? DUCT CORE DRILL AND S'ET DEVICES /�� 3 1/$' x r 1/4" AFTER PARTITION LOCATIONS ____._ —__ \ AR DETERMINED TO ENSURE WALK DUCT /j' VALANCE :'BHT FIXIJRE TYPICAL glilliiiin I 111111111 1THEY FALL BELOWFARTITIGNS RACKING BY OTHER, - �--�0,4""------VALANCE PLUGMOLD (EITHER S' f,R 1U') /I / v, 0HID HANGING DETAIL (T\UNDERFLOOR WALKER — DUCT DETAIL / MOUNTED ON BACKSIDE OF RACK--,� �0�/ �/ E7 E7 SCALE: N.T.S. SCALE: N.T.S. END CAP SIGN WITH // �� CORD AND PLUG .-SII► IIIIIIIIIIIIMIIIIIIIIIIIIIIII ROUTE El EX INSIDE RACKING TYPICAL DUPLEX RECEPTACLE -- // Drawing !references ,,---J-BOX W/HUBBELL AL4 / - f,7 mir / PLUGMOLD (EITHER 5' OR 10') AIIIIIIIIMMINIIL Z FIXTURE LEVELER FOR .. � 7 / No Urawin ,s TYPE 'M' FIXTURES. PANEL LF-1?OV, 10, 2W 0 �• LEVELER BY ELC. WITH 40AMP MAIN BREAKER // `-- ROUTE FLEX INSIDE RACKING TYPICAL .,■ PANEL LB'120/240V,1•,3W. / ,7'�/ /' III ""` r-2 / 8, 1 #8 I C., 3/4" C / —1/2" CONDUIT [-....„, // / ill ,�--J-BOX BY PAS' V' /---7-'''', ''' SWITCH l' / I. [[EXIT1 • L.... . � ____._— ups _, .III _ .--- BY-PASS SWITCH AND UPS TO BE # 8 GROUND CONNECT TO FURNISHED BY BRU, INSTALLED BY ELC • BLDG. STEEL, GRND ROD, IN STRICT ACCORDANCE WITH & CW PIPE. (PROVIDE / MANUFACTURER'S RECOMMENDATIONS. THE WIPASSTHE SWITCH MUST BE WITHIN 01'7 RACK MOUNTED EQUIPMENT FED FROM JOIST JUMPERS AS NEEDED) -- ---- SIGH' OF THE uPS. It EXIT SIGN DETAIL CNSOMETRIC 7 SC.1LE. N.T.:;. E7 E7 ' SCALE: N.T.S. 4 UPS AND B 'r — PASS_DIAGRAM E7 E7 SCALE: N.T.S. •..moo. ?" CNI0 iT FOR IL EOW i _r1,'2' CONDUIT FOR �� FRC.1 FRONT CHASE WAIT �^�� `� NORMAL POWER , BID DATE: JUN 0 71999 -PowER SIDE ROOF FRAMING MEMBER - CADD NAME: -636E07 PROJECT NO.: 898636 OF PULL Box DRAWN BY: GLR CHECKED BY: Wit" OP OF CHORD -�" , � I- r: '"-A PROTOTYPE DESIGNATION: 1999 BRU 37K REV,_ 99 OF JOIST-• BOTTOM CHORD //� � ' OF JOIST / \ (t) ;" CONOUI„ FOR DATA & ;+'�, '�� ,0 � � ?HONE FROM FRONT CHASE. WALL. / \ r TOP OF CHORD DATA At PHONE SIDE / \ 1 `` •1 '� HOOK PROVIDE W/FAN, ELC �' \�i�\ OF JOIST OF PULL BOx ------ / „ '� ''? _ 'r��I + • TO INSTALL SAFETY ABLE f �� -„N. D ..---------- PROVIDE ANGLES PER •MANUF. SPEC S, CABLE A •;. /' \;,I ,y ` �� WHERE NE:EOED (--<,>, FURNISHED WITH FAN. I� •:, x ` ``''' ‘46''>' .,":,. ,,,...t‘,,, 10877 A TTSON ROAD / 12' Ir 12" x 12" PULL BO �. SIGN WHIP - ST. LOUT` MO 6317.7 / \ / . - MOONTED AT 14'-O" AFF ._ ._ \ "- /�ms' / %' M-IERE REQUIRED BY CODE w •'e SEISMIC SPLINE ONES AT 45' ! -"-%"-..„,,,..0/ \ � ? a•�"% r - 40,1k� �•'" / AT 8' U" O.C. (TYPICAL FOR `` I/'��/ / ` PROVIDE AN ES `. / �- ��_ w!+ERE NEE. .D PROJECT MANAGERS ✓ y ALL MOUNTING DETAILS). '/ �\ .� THREADED NUO DATA k PHONE NHIP- -6 ��/ /' -/ J PROVIDED BY ELC--- ~ a� LG REGISTER WHIP P(t °ADDLE FAN (TYPICAL) '�� ,.;;C„.7 i. t"`-%.r�. --~~�'` ` •:�� ,,, •�' F. QF£ '. • CENTER FAN BETWEEN 1/8" DIA. AIRCRAFT /�,-. Ir. W JOIST �- CABLE BY ELC j 't• LIGHT FIxTUREs tYP --- � i,� D ea �� , • \ \ "'M ! ' JUN ;3 4 io, �I yr TRACK LIGHTING -- / r r- UNISTRUT SUPPORT FOR I _. .fin-''.� I _ LICHT FIxTURE PROVIDED PROFESSIONAL 4 AS NEEDED BY ELC —.--.J ,, _ -BRACKETS FURN. BY ON tr''• t BRU MAX s'-o" o c. OF RECORD: q o, /.+"� \ \ -NAREwAY THREADED ROD JAMES C. ALBERTS 'e 2!, 1°��c • g FAN HANGING DETAIL TRACK LIGHT MOUNTING 'DETAIL \ �-- SUPPORTS FURN. k IN5T 314-821-1100 C Ak ( \ \ I, BY ELC - T r� ss�► •rw�•wca \ E7 E7 SCALE: N.T.S. �/ E7 SCALE: N.T.S. POWER POLE TYPICAL AT I � \ 171411k1-1"-rTh. T EACH CASH REGISTER LANE -- \ - fill CASH REGISTER LANE LIGHT �\ \ t , TYPICAL SEE SHEET E8. \ , 1 41.01 ••!-- —��! '-'—'--" \ Not ion a�. Of ice ` wAREWAY FURN BY TRU \ \ INST, BY ELC 461 Frorrt ' ood ELC TO DRILL A 3/4" DIAMETER HOLE INTO ..OLUMN AT \ \"-~ Paramus, NJ 07652 �\ (201) 599—7800 BOTH TOP AND 7'-O" AFF FOR CONTROL WIRE. ROUTE l CONTROL WIRE DOWN INSIDE or COLUMN TO SENSOR, TI \ A PONTR SIDE • BREVI A TI O N S - WIFEWAY Ag ` —SE:NSOR � \ ' DATA A• PHONE SIDE This drawing is the Exclusive Property of �—� " i-- _ I ' or WIRE:WAY. �- CONTROL BOX - PAINT TOYS "n" US. The information shown may AFF ABOVE FINISHED FLOOR , J.. ' ,,I I EC EMPTY CONDUIT 10 MATCH COl',JMN �/� h� , '''- I not be used nor the Drawings Reproduced EF EXHAUST FAN ELC ELECTRICAL CONTRACTOR \ \ . N I. I without permission of TOYS 'W US. EWC ELECTRIC WATER COOLER temwisrummer JP JUNCTION BOX Cc,t LIMN-.•+ SENSOR i -CON TR01 WIRING Q ---iL----- L._.r---- � Location N' NOT IN CONTR'CT M' P MAIN DISTRIBUTION PANEL 1:AINT '� COLWeN -� \ '\‘'°'' [_ :.>. ' TIGARD 0R . ) T. HT MOUNTING HEIGHT ��- I1!RTU ROOF TOP UNITI'll • BRUBABIES `R` LISI TO FRONT OF STORE `HEATER CONTROL BOX I '� J UH UNIT UON UNLESS OTHERWISE NOTED TO MATCH COLUMN Drawing Title WP WEATHER-PROOF ., I'J ,, NOTE: NUL; _ CORD A..O OED BY OWHEI2 ON ELECTRICAL W/ WITH BOTTOM OF SENSOR TO BE MOUNTED LOCATE SENSTiRS IN SALES AREA ON POWER POLE w/ 10' OF FLEx. EI.0 RGC RIGID I:AL'JANIZED CONDUIT 7'-0" AFF (TYPICAL) EXCEPT AS SIDE OF COLUMNS WHERE. NOTED AND r- �"��f TO PLUG INTO OTHER POWER POLE DETAILS FCP FIRE CONTROL PANEL OTHERWISE NOTED. (SALES AREA ONLY), SHOWN. To FRONT OF cTORE EMS ENERGY MANAG':MENT PAN.1. a: . SENSOR M D.E....TAIL ISOMETRIC S :iie DateJ4NE SUN U7 iFy . ' 1999-0112,14I I.(' 11)1-OO55I E7 SCALE: N.T.S2 - CASH REGISTER Sheet No. --- 1I.1M 190099--002733 E7 E7 SCALE: N.T.S. O 1805 imici mOUTN ( E7 PG 71 of 101 0Dip111111111111=1111To , . . ' . If this notice I, pears clearer than flu- - • • -••• - JuN 0 2 2000 ' ,``renin nt, the document i� of marginal quality. • '`' nm,,'ohilme(1 + I!i1�1!I1ill !{!{I1I�I1Ijlji IIIjli!ll;lil 11'j1;1ij, ,lji !{!{I1i!{i{I I i1 + lit 11 ;I�i;i;i I I{Ij:jl(!I!jl 1i1�I ,t�t�Iiili If Iltli.1lj!ilj# iii� {111{1{1{!{1 ! ! 111!810 ►NON Ii MADE IN 04 04A _ O _ • 1 am 3 -�--- t —ii = • -- $ —i1 I�_� -_ I 9 ` , � ! 11-- ;-11 " 1 II #I 11 1 Illi 1 II si 1 ( IF { !{ I iii iiiliIr,:i III i!i{ ' I I illi!! Ilrrrll / rrl 1 rI ,I ,f ;,1111,1„;111,1, I, Irrlr r,llr nllli !,tllllr!ijiiiilliiiliill it Ii 1 'r{{II' r IIIIII111111I,HITT•,IIILII)!�1I4,1IIIIIIII,LUII� - .,IlII!,II IIII,,UIl, .+.,•„tl Ilill,ill IlllhiIIIIIIIIII,_i_ lliih,II. III... iiIli.. i•I.I. IIlII.Illiiil II 111 iI. II 1 11•1I',iiiitii; j;,, I lil I. l lllllr„ 11 1 I x NOTES - Revisions - ISOLATING TRANSFORMER AND ONEAC FILTER No Date Description • i 48o-2ao/12Qv, , m, 3w, (T1) lsl<vA. . 1 ALLCONDUCTORS 12 EXCEPT AS OTHERWISE NOTED POSITIVE SYSTEM lb 99 PERMIT APPLICATION = CONDUCTOR COLOR CODE �— 2 ql_L "IG" CONDUCTORS TO BE INSULATED & TO BE REFERENCE POINT- C, z CONNECTED ONLY AT ISOLATED GROUND TERMINAL -2 POLE, 60A BKR - t Cr w COLON WIRE NUMBERS 10 BUILDING ENTRANCE IN PANEL "HC" Ci w ON RECEPTACLE AT INSULATED/ISOLATED GROUND BUS I GROUND POINT �� c� & Al BUILDING EN!RANCE. GROUND POINT. - - _ • Fc' RED L_A5 3. OVERHEAD WIREWAY FOR ISOLATED GROUND7= - ' --N4 (�- _ - = - v, a OUTLETS, TELEPHONE. INTERCOM & COMPUTER WIRING. - - y4 , v, u BLUE SA WIREWAY, SUPPORTS & RODS ARE FURNISHED BY "BRU", 11 .,,J I 1 , t, • l � INSTALLED BY ELECTRICAL CONTRACTOR ELC RESPONSIBLE a r- 1 IC �. �I IG . o FOR ALL IG & NORMAL PC"NER WRING, FITTINGS, ETC.. TO 1 I �1�/� P - 1- N z i YELLOW SB MAKE A COMPLETE WOR. ING INSTALLATION. WIREWAY I _�w P1 k N • SUPPORTED AT 5 0" MAX. O.C. II I 1 --� BLACK _H1, H2, H3, 2 —~ �`"� H4, H6, H8, H10 4 THERE IS TO BE NO "DAISY CHAINING" OF GROUND 100 r A, Nx, NB, WIRES FROM RECEPTACLE TO RECEPTACLE TO PANEL. 11 I • it( II (80) U WHITE NC, ND II ITYPICAL DUPLEX ■ 5. ALL POWER & COMMUNICATION WIRING TO HAVE IGT, ;G2, IG3, COPPER CONDUCTORS. � ( � GREEN - - - _ _ - - - - ■ [Sc _L, TED GRDU N D JU TL E T IGa, .GS, 'GB, IG,0 _ - - - _ FACTORY INSTALLED j CASE GROUND TO ,20V, PNl METALLIC CONDUIT / 2 CK TS, CK 1-A „ ■ SCALE: N. f.S. (CONTINUOUS) " I, ( ) tc CKT-B SEE DWG E l & E 9. --- " ---H1 --4.---"-----% n:,....: i , H2 - III SUPPLEMENTAL CONDUC UK �_• II 3 /»�� : _H6 - H4 _ ■WIREWAY AND POWER POLE CONNECTIONS CONTINUE ON TO 10 BLDG STEEL OR OTHER N 10 ^-H3 �-"ENp OF WIREWAY. ELC. TO BE RESPONSIBLE FOR CONTINUED CODE APPROVED GROUND- �!r � =- ■ WIRING PAST THIS POINT, AND COORD. WIREWAY DWGS AND Al. ELC TO PROVIDE ADCiT10N' CK TS. AS REVUIRt.U, U 7_:"-�� / --8+-H8' 11 Ill ,-WtREWAr " 11 9 `�1 r�� t 0• _ _ -' _ -= - - _ _ _ — _ _ - _ -= = _ __ - _ --- - __ - - _ _ = _ _ - - _ _ — -_- • • Revisions SURFACE+ X -" SURFACE X MLO SURFACE �_ PANEL• l E _ 120/208 V, 30, 4W, 225 A MLO .�G1. ' FLUSHMLO_Oil_ SURFACE _ .Z_ MLO FLUSH PANEL -r,c 271/480 V. 3m. 4W, BrA MCF3TT F USH �_. A KW MSB KT ® DatE DeScr1 tion �� PANEL HA 277 480 V, 30, 4W, 200 A PANEL HB 277/480 V, 3o, 4W. 201. A MCB ��_ •� OISCRIPTiON / MCEi�.. FLUSH _ CKT - CK 4A' KW KT UISCRIPTION7.....IN_-: m [fie Ce >E PERMIT APPLICATION DESCRIPTION 1 ADS KW CriT CKT 11A•c KW „7 DESCRIPTION DESCRIPTIOr - -•' DESCRIPTION DESCRiPTioN DESCRIPTION Am Bso CO _ TRACK LIGHTING 2------ A0 Bm 14 A Am Be Ce ,.lL TRACK LIGHTING n 1 1 PARKING LOT LIGH TNG ; 1 SALES LIGHTING 9 .6 SALES LIGHTING , 7 �-1 TRACK LIGHTING 4 SALES LIGHTING SALES LIGHTING RTU-7 (HACR) TRACK �. n 3 n ._ 6 -. 4 - - 5 SALES LIGHTING jlph.504_ j> SALES LIGHTING 3 6.3 fi q 3 SALES LIGHTING ( (•• SALES LIGHTING .-+---r�'�'�^ " • - � :" TRACK: LIGHTING jti 1� SPARE 6 • ..•�..i , SALES LIGHTING �� 6.3 • • 2 • 111 �--- n SALES 11GH"TING 6 5 PARKING LOT LIGHTING 8 - 5 EXIT & NIGHT LIGHTS '1 1 r1 EX11 & NIGHT LIGHTS b 6 1 *-"" 1 4 • TRANSFORMED R T-1'� 8 SPARE /1 �`1 SPARE 6/• SALES LIGHTING \ SALES LIGHTING 8 7 517844. COMPACTOR 8 I SPARE 1 15 KVA FUR PNL "LC' SPAT<Ej1 - SPARE 1J� .- 4 �� 9 SPARE 16 10 111.1111 • 9 _ SALES LIGHTING j1 - a 3 /"1 SALES LIGHTING 10 9 PYLON SIGN 4 10 :• -� 1� SPARE 12 • t + �. 'AN •'M .' 4 SPARE ■ ` 1= 11 SALES LIGNTIN /'\ • 8q 3 r1 SALES LIGHTING �12 11 1 1 12 11 SPARE 1� 10- 0 KVA FOR PNL "LN" 12 6 FLOOR MOUNTED J-BOX• 11 SPARE !"1 FOR LIGHTING ■ 9 14 �..� 8 FLUOR MUUNTED ti:: I.5 SALES LIGHTING j^, .� 7 SALES LIGHTING 14 1 i RTU-5 (HACR) 1. BALER 14 13 SPARE il J-BOX FUR INTERIOR SIGN /1 FOR LIGHTING 11111111 SPARE15 SPARE SPARE 16• IIM SALES LIGHTING 15 MIN Ib g gillSPARE j1 h �� t-.� SPARE 1 1 ~~ 3 0 1 7 SPARE Eh" SPARE 18 . FOR LIGHTING f'� rSALES LIGHTING tg 1I 2 3 0iti t1 "1RACK MOUNTED J-BOX�_ FLOOR MOUNTED J--BOX j� \� FGR LIGH''!NGm1114. 19 SPARE SPARE 20FR t0 RACK MJUNTED ti::: : ly SPAnE j^� j1 Je1_ES LIGHTING 20 19 SPARE SPARE 2p - .-� .----mit 111110••=0111116 IIIMMEMIIII �� -- RACK MUUNTEp LIGHTING j� 1 �' F(1R LILMTING ri le 21 $ALES IIGHTING !•1 1 f`1 SPARE 22 SPARE inim SPARE L2 21 SPARE SPARE 22 1 0 RACK kaUNTED _ ® J BOX FOE' INTERIOR SIGN j1' 1 U FOR LIGHTING •�IM� • 2.-3 SALES LIGHTING j"'1 /'1 SPARE 24 23 SPARE �_ - j1 SPARE ..23 SPARE SPARE 24 1 IIII --�� SiNOM RACK MOUNTED J-BOX • �.�- B FARE. /+1 FOR LIGHTING [6 25 UFFICE LIGHTING j1 t 1 PRE_-SALES LIGHTING _ 25 SPARE �` j-1 SPARE 26 SPARE / SPARE 2( j-� 1 6 ;RACK MOUNTED IIGHTING 28 IliSPARE - • III 27 SPARE SPARE © SPARE SPAR(- w j'\ SPARE 28 - "'� III �� _ n r`1 IRE-SALES LIGHTING ?8 27 28 .__ 29 51 ARE 1 r ~� SPARC alln SPARE �3-O~ / / RACK MUUNTED LIGHTING 3p 29 SPARE ^ ^ SPARE 5(, 29 SPARE2 ki, SPARE .50IIIIIIIIIII s` "_ m RACK MOUNTED J-80X �, 41 5 RACK MOUNTED J--BOX ® -- • 31 WALL PACKS j•1 111 1 a n SPARE 31 SPARE SPARE _1 ;PAREM I /'1 SPARE 32 FOR PLUGMOLD • 32 RAC dTED J-BOx _� 1 7 RACK MOUNTED J-BOX ii 33 WALL PACKS j1 j"1 SPARE 54 5 5 SPARE !4 FOR PLUGMOLD 1.4 +� „_� 1 1 SPARE IMO= X34 35 SPARE .111111b /•`► SPARE In��_ �� im RACK MOUNTED J BOX i �RACK MOUNTED J-BOX IIIII 35 SPARE• j'1 SPARE 36 3S SPARE SPARE 36 ® SPARE /�1 SPARE 36 FOR PLUGMOLD 1 4 4 • FOR f'LUGMOLD �� `� xilail../-1 -�� 5tl RACK MOUNTED J-BOX a ROACKPMOUNTEDD J-BOX PA '� _�^ SPACESPACE. 3h SPACEM. SPACE ® FOR PMOUNT D - (Thm M� 37 SPACE / • /1 SPACE 38 37 j1 RACK MOUNTED J 90X PA SPACE 4039 SPACE Fm SPACE 40 39 FOR PLUGMDLD t J-BOX FOR KIOSK El 39 _ j~. 40 i9 SPACE /� Mill .-- IIIRACK MOUNTED J-BOX j, 4 urs SPARE DrawingReferences 41 n j-1 42 41 SPACE. j 1' SPACE 42 SPACE SPACE 42 FOR PLUGMOLD • all NiiiPADDLE FANS j"1r RACK MOUNTED LIGHTINGIII •• • ire.• Mr R1P208UNLESSNTDBKR 1P 208 UNLESS NTp. 2q ! ZU ! 1 / 3 TOTAL CONNECTED 62 7 Kw BKR tP, 208 UNLESS NTD. �(,t± 22 .I > y TOTAL CONNECTED 65.1 Kw ANDLE LOCK-ON DEVICE M11. 2 H _5 TOTAL CONNECTED 11.8 KW • • • -•• NO Drowings ..- , PADDLE FANS F• OR LIGHTING • HANDLE LOCK-ON DEVI;:;E • HANDLE LOCK-CN DEVICE111 PADDLE FANS j•1 F, 1 7 • ACK MOUNTED J-BOX ■ • • SURFACE MLU - MI SURFACE PANEL 120/240 v, le, �W, ril A Ml l -�� SURFACE • PANE( 1F 120/240 V, 1�, 5w, 40 A MLO SPARE /'1 - SPARE 50 111 FLUSH PANEL a 120/209 V, 3e, aw c �iCE3 SURFACE EXT pANEL tU Za0 �, le. _w, , .% a Fl_U H -�- MyEj ��, F H -�xr •■ • ---- L(i��(i`: KW CK SPARE :I SPARE CK J LADS KW s KT CKT • LQAD KW CKT CKT c LOAD KW �. hI CKT DESCRIPTION UE-SCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION A.0 RN Co DESCRIPTION DESCRIPTION AP BO DESCRIPTION d Ae ....11.- 1L A`o _ . 4 n �� r QUAD RECEPT 1 II SPARE r1 n SPA,ZF IS .111 RTU MANUF SUPPLIED 1.2 IIIREGISTER RECEPT. n ft . REGISL R RECEPT. 2 1 QUAD RECEPT • a EWC .�� I'1 RFCE:PTACLES ® 1 PHONE BOARD RECFPt n n EMS SYSTEM J-BOX 2 �,1 4 ______L___14.., I�• ;PARE C •AL PURPOSE 1.2 HOT WATER HEATER 3 ALARM RECEPT REGISTER RECEPT. n ;, a n REGISTER RECEPT. 4 5 SPACE n n SPACE 4 ® SPARE rti r_T__ - ■ RECEPTACLES I MEM L ^ SPARE 4 a EMPLOYEE'S a 6 `) QUAD RECEPT n 2 n QUAD RECEPT 6 SPARE I'1 � SPARE ■ TIME RECORDER ^ ^ PRICE CHECK TF-1 & EF•-1 1 y1 n • 5 ALARM J-BOX ^ SPARE (, 2 • X0 �~ / COUNT ROOM RECEPT. n 4 n SPECIAL ORDER DESK r 8 ! SPACE ^ SPACE 8 SPARE r1• SPARE 60 I VENDING MACHINE RECEPT ^ r1 MICROWAVE RECEPT. I C-5 111 UP5 ac BY-PASS H a �""'� tc 2 n RCD RECEPT 1. ..toy 9 BASE. STATION n �' n OUAD RECEPT 10 61 SPARE j'1 r1 SPARE 62 VENDING MACHINE RECEPT j1 a n DOOR OPENERII 9 RTU-6 ( HACR) n SPARE 10 9 BABY REGISTRY n 4 •----t.. :III"�_ `__`_ I'1 SPARECI �,�.��.�. • PLUGMOLD IN 11 n SPARE 17 II ROLLING REGISTER n 2 n J-BOX FOR KIOSK 1? 11 SPACE n n SPACE 12 SPARE Fm VENDING MACHINE RECEPT l�1� (-1 ® I1 SPARE ` �'� ' 1 SPARE n FRONT OFFICE 14 15 QUAD RECEPT n 2 n OUAD RECEPT • LANE LIGHTS r�� /-1 SPAREII �+__' __ t., SPARE n n SPARE ___. r • DOCK RECEPT1116.. IIa _ SPARE 16 11111111157 n 16 15 SPARE n � n SPARE � 15 SPACE n n SPACE 16 SPARE /1 n SPARE 68• _-_® 2 611n1H n ^ B SPAPE 11111 /1 SPARE CI 0 I QUAD RECEPT. I' ^ IRRIGATION SYSTEM III n 18 17 SPARC Y n n SPARE 1R ® '��'�� 111 ;I� 19 • n 'U ® SPARE (1 SPARE 16 • QUA RECEPT. 1'01.111,0 BRU TAG-A-LONG SIGNIl 19lia= n 20 19 SPARE n n SPARE. 51• WALK AL t b 22Lib. n ^ 21 n n 22 ® SPARE `� SPARE �� IR SPARE ra IS W P RECEPT © n BRU SIGN ® 21 1©` . 111 1 6 R I N 23mi 2a 23 n n 24 23 n 1101 24 ® SPARE S_ . El KIDDIE RIDE RECEPT j"1 B USG 24 _ C-1.C-2,C-3,C a 2.. ll liwi4 n 26 2:> • n n 26 2F, 26 SPammrmommaMmw* ARE j.1 \\\�� SPARE 78 ,.� 111 COLUMN RECEPTACLES n _ . 7 _ _C_9 26 SPACE 8U • ® 110 C (,C C 8 -,� • n �� 28 79 SPACE r'1 n elD DATdlJN d 71:;' / 28 27 n � CADG NAME: 636E09 PROJECT NO.: 998636 • SPARE ,►j n UH-t - 28 21 n 28 -'�` - `r SPACE 82 DRAWN BY: GLR CHECKED BY: GLR/PJM ' Ina ,i 29 n n 30 29 n 30 81 SPACE n 29 SPARE t t' j1 BRU `.''iGN ® 29 ^ 30 + --- -`- PROT( YPE DESIGNATION: 1999 DRU 37K REV0 99 __ ._. n n .32 31 Alba" 32 � SPACE � SPACE31 SPARE11111111 /•l BRU SIGN ® 31 ' _ 32 51 ,� �` •-- 34 BKR 1P 208 UNLESS NOTED 13 fi 15.3 11.6 �I TQTAL CONNECTED 40.5 Ky/34 33 HANUL� LU�K-ON UE VICE. SPARE " j'1 BRU SIGN.• IS m 33 n - 34 33 .� SPARE ' ( j1 BRU SIGN �■ 35 n 36 35 ^ li 11111E: �`� ^ 35 ^ ^ 36 NOTE: THIS PANEL IS A DOUBLE SECTION PANEL ® 38 ,PARE 10, ,r1 BRU SIGN 37 IMMOn �� 38 37 ^ n 38 37 n ^ 10D77 WATSON ROAD II ._�. + 0 39 1111V n 40 ST. LOUIS, MO 63127 SPARE Ir`� r\ BRU SIGN ® 3`1 milf., 4p 39 n n la PROJECT MANAGERS 41 SPARE n j, SPARE 4 2 n n n • ' r ^ ^1441111 'I` FAULT C . . / / BKR 1F',2UA,UNLE55 NOTED TOTAL C(.iNNECIED 4.0 KW HKR 1P,20A,UNLES� NOTED a TOTAL CONNECTED 2.4 KW DKR 1p, 208 UNLESS NIU. J , BKR 1P,2UA,UNLESS NOTED /� TOTAL CONNECTED 10.8 Kw . HAND • K-•N • VI 2 p 2'0 --- • HANDLE LOCK-ON pEVicE ii. ( +! ��,�r�� P Ort„: • HANDLE LOCK-ON DEVICE , it F lit In , / OTAL CONNECTED 32.9 Kw • HAND • .K-•N • VI y t CALCU GOOF: THIS PANEI. 10 BE FURNISHED WITH FACTORY INSTALLED ISOLATED C_ '• GlN£4 . I e GROUND BUS NdTE: TH15 PANEL IS BE FURNISHED 1MTH FACTORY INSTALLED ISOLATED l • UP5 SYSTEM do BY-PASS SWITCH MUST BE CONNECTED TO THE SA6G PHASE LEG NOTE 1HO PANEL O BE FURNISHED HATH FACTORY INSTALLED GROUND BUS POINT TO POINT METHOD ( ESSMANN SPD) ItIN 3 0 I99q ` � ..0,10: ' t' i IISOLATED GROUND BUS• i 1. AVAILABLE FAULT CURRENT FOR A 300 KRMER SECONDARY - 31,608 AMPS PROFESSIONAL -t e 4 OF RECORD: , �yJAMES C. ALBERTS / 27, \-`�•S7. MDP 20' OF 2 SETS 350 M314-821-1100 NI . c P.ve'•- f � Y3 x 20 .480x2 • , IP Isc - . 0 - 28.682E ._ @ , I .: , 0 ... _ , ii--- Aiti\. � 3. PANEL HA 20' OF # 3/0 ^... ,__,.. • ~_, f z � � 0.194 N. ir,noi 0' ice 480 x2(1)0,x6,1482 • • 4� From ood ISS SE DATE: ARCH. CONSULTANT; �A$GQ CORP. _- Isc a 28.682 24.021AMP5_AVA!LABLL AT PAN L I1A Por mus, 'JJ 07652 - APM: 1 + 0.93 (201 599 i800 REvSEO DATE: .____. ��_ ADDRESS: 10677 WATSON RD• �_ APM FAX N: REVISED DATE: _.____- CITY/STATE/ZIP: 5L_,OUIS, M9, 6312Z___ __ APM E-MAIL: _.___ 4, TRANSFORMER 1-2 20' OF N 6 CONTACT: -- • CPM: _._. ORDER/CONFIRMATION N •____, ?HONE/FAX L.3141_821-1100 / FAX (314) 421-4)62_._ f = - 8 -2,222 = 0.93 This drawing is the Exclusive Property of CPM FAX - 480 x 2'2.22 TOYS .,�.. US. The information shown may N _. OWNER NAME: � _ _._ E MAIL TRUOCAS�Q�ORP,GOM__ CPM E-MAIL• , Isc = -�4�- 14•QfZ1 AMP_5 AVAILABLE AT PRIMARY not be used nor the Drawings Reproduced STORE N. ___ 1 + .93 without permission of TOYS "A" US. • ADDRESS: FIXTURING (RAT KING) DATE: __� , - 14.867 x 4830 x 1� x - 12.3 K..r► �1�� CITY/STATE/ZIP: - DELIVERY DATE: _ 100.000 x 30 Location Isc - 2080(1 +4123) 2.57$AMPS_AVAILAOLE AT SECONDARY Ti CARD , OR , • , . . 5 PANEL LA 10' OF !c 2 Drawing Tit'e f '175x 10x LDC,. 0.018 • 480 x 5,000• PANEL SCH ED LE Isc = 1 __2...5.7_13..._2 ,112 AMPS AVAILABLE. AT PANF_L LA Scale Date NOTE: NONE 1 99 I MEC1999-00244 UNLESS NOTED OTHERWISE ALL CIRCUIT BREAKERS SHALL BE 20 AMP, 1 POLE. Sheet No. ANE ALL BRANCH CIRCUIT CONDUCTOR SHALL BE N 12, IN 1/2" CONDUIT, TYPE 1111P110 1999-00551 THW, THHN, OR THWN, RATED FOR 75 DEGREE C. l..M 1999•(101223 Pl.M 1999-00113 PANELS HA, HC ARE RATED FOR 42,000 AMPS RMS SYM UL LISTED SERIES RATCO E 9 PANELS LC, LE, ARE RATED FOR 10,000 AMPS RMS SYM UL LISTED 0 • 7805 DAM MO1 LTH . . , .. . ., PG 73 of 101 . . . . • „ . . _. ...... . . .. .. . „._ ......._ . ,.... , , _., r , . .... . ,... ... ,, .. „. ..... .., . ..„ , If this notice appears clearer th:un flue 2000 .. JUN 02 document, the doci►nlent 1s of marginal quality• Illil-i•oliII11Cd 1 I I I VIII itI I I i I I I I 1'1 ( ( I Ijlll { 1. III I I11111f, 1 t �� )i Ill {1 { lIl Il {Illi lilllllll I� it I Illi{Ii Ijl!I,I8d111111111i1 I� { 1!IIIIIII ! kd � +�' 4 I � lili 11 , 11 II1 � 1jI I 11 I I lI �` INCH MAO! IM CMtNA il' tr C`_ , Li - � - ..:V . 1 cn,� i�T I. 1 IT 1 l , :�`,. • I. it II-�� ,. . ,, II I 111 ! III I11�11 J III Ilii a,l !VIII! I!I I i Ih 1 1 !Iii 1 til It„ ! ! 1!lili{llllil11111illliiiiiii ,nittigli !1111 mii111!iiliiiiii ,iii;: �illlilli!ii1111i11l�ii1�11I"111i:!!i i i illiiil�il'llilito ll!111i1il illi! *=s IIIIIIIIIiII„1111i,11111Iiiiii!,,,li.li .Illllll., lili,Illiil!.,l,i� !II lli1. .l.l liiiii 11.. , di.il I,.!lu1 ii 1 I i . +. . .- .. ., .... .a ,.e h:w40.1a,.,W iii,4i,.i 444iv..e,.»_. w... -i..- - ... . .. . . Tow „ . Revisions • omillmillaillipoloomillolliMmoorsoisamoomou + No Date Description ..•L.I_IL..I ' ( Z 16-99 PFRMI.i APPLICATION f-?ft) I RTU-2 {1'J-`• HIt)--7 RTI)-4 R1 `� LO 8 WP RfU- 6 WP �.��- ROOF 1 111= r,Y.","..........,,.L .----- L I l 3`J (15) 30 (30' YI AINEMINP 111 MDP-7 3 p 8, 3/4" C.-_Y I 11 3 p 4, 1 1/4" C. - ��3 •k 4, 1 1/4" C. J. h 1(i, MEP 8 MDP-9 �/ 3 h 4, 1 1/4 C. III MGP r, ■ 1111111111111,= , _r-- 3 if 10, 3/4" C. ■ MDF' 3 -4 if 4, 1 if 4 (IR), 1 1/2" C. III1= . 1 _.._ MINIM MDP-4 i.i••�if 6. 1" C• I 11110W IIIMINIMIIIIIIII•1111M, �_ . l{ MDP-5sp. 3 if 3, 1 1/4" C. I I !.......4r), - 1 i,,,-4 # 3/0, 2 1/2" C. I ■ OM MDP-2 4 p 3/0, 2 1/2" C. - - - -- LXILRIOR WALL ----+►' Ii. F.-- 111 III ' NEW E. "1 1" "T--4" .ter PROVIDE WP 0 ENCLOSURES --- O ti..J 0 (2) 3 1/2" C. WITH 4 if I J ,.j." 111 N. 350 MCM 1N EACH ---T I 200 -J 100 ..� 100 (80) ��M�_— p 4 COPPER --� N (2nn) (100) '- 1 '" 3if4. 1if4G), 1 I/4" C.COPPEI< O 8 COPPER_ ' - p 1/0 COPPERB 1 +-- R (THIS C. M ' \ MAIN DISTRIBUTION LIM HAS OVERCURRENT PROTECTION) ( ■ I PANEL 'MDP' ` 1111 �� _-- A 2 Y, 4, 1 if 4 (IG), 1 1/4" C. '"'`� -moi ' l P;(7SOOT MAIN �B 1SWITHC WITH 4 N 3/0, 2 1/2" C l UPS & BY-PASS T - 1 ! 4 p 2 1 1/2" C " --3 p 4, 1 p 4 (IG), 1 1/4" C. Drawing References ELC U SOOT (T TRON 1 - f PROVIDE C/T JJS) FUSES ` 1 "Y �,_ ENCLOSURE 1 i } - Gr'OUND CC'iJDUCTOR FOR ISOLATED _ 3 4" ( ,• DfOv�llT.9 ` J 1 - "LC" ? 8. 1 ,. (IG), (SUBMIT DWCO ►� « ^r .6^ lip TO UTILITY CO. 1 _ E3 - BACK 10 GROUND BUSDBEN "MOP". r- - --- - ( p li FOR REVIEW) .' „_' 1i o "C--1" U PANf.t. ■ J ^- B "C-11" ^ PNL "C-9" PNL PANEL PANEL PANEL PANEL PANEL 1 •ANEI_ ...--......-...-4...---. I I I "IIA" CO "LF." "LE" "LA" "HC" LC" "LB" ..+�.. "[F" 50H (LEFT (RIGHT _ D "C -10' }�+ SIDE) SIDE) H- 4 I O (B illaiiiiill -� 7 d J "C- 3" "C5LCD�--� � 2 p 6, 1 p 6 (IG), 1" C. __./ ---9 10 y l Ei ) 0 © 0 H "c- " rO Ei U ^� 11 H „C-7"1 IO - . U 0 --- FLOOR - �. -- ► -- --- --- -- -- -- -.-��_ - -- - ----- --- ------_. -.--_-.._.----. - r. _ -- • ` = *2/0 COPPER � THIS SYMBOL. INDICATES EQUIPMENT FURNISHED MAIN DI S TR 16 U Ti 0 N PANEL ELC TO PROVIDE (2) 4" C. WITH PULL WIRE AND (1) 4" E.C. BY OWNER INSTALLED BY CONTRACTOR. MDP A �/ o SOOT, 277�480Y,3�,4W,SN _.s WITH PULL WIRE TO PAD MOUNTED UTIIUTY TRANSFORMER. LOAD �� AL T �! P •T• TION FUSECONNCONDUCTORS BY UTILITY CO. SEE SITE PIAN, ELC TO ELECTRICAL SERVICE RISER DIAGRAlvi COORDINATE WITH UTILITY CO. --w -- -- -- ------ ... C i1 SERVING POLES Sw. FUSE TYPE ;.MPsill ..�-MIM. SCALE: N.T.S. ) –' LIGHTING 96.7 KW X 1.25 =• 120.8 r •' al 1 PANEL "H A" 3 200 150 T-TRON (JJS) 75.5 —DRY TYPE TRANSFORMER - SEE RISER _— RECEPTACLES -__, DIAGRAM FOR CONDUCTOR SIZES III "-� �'"�"- ,r... 2 PANEL "HB" 3 200 200 T--IRON (JJS) 62.8 RECEPTACLES H E D U LE _ TR A_�J FO R ILII E RSC .. 3 PANEL "BC" 3 100 7U FRS-R (RK-5) 14.2 FIRST101<W tO.OKWX1.00 = 10.0 KW in • RECEPTACLES MARK KVA VOLS VOLTS ROM ` Rv1NG LOCATION REMARKS 4 "i-2" TO PNL "LA" 3 60 40 REMAINING• 105.4 KW X 5 52.7 KW FRS-R (RK 5) 36,0 .�� ~� 90.0 ■. K-TRANS AND ONEAC FILTER "1-3" TO PNL "LE' 3 100 100 Fh'S-R (RK-5) • ill :_� - tz0/20Av, 3+• aw MECH. 173.3 KW X 1.00 a 173.3 KW (TC T-1 15 1 x.80 12U/24(1 HC LC MOUNTED ON SKIDS TURN 8U BRU INST BY ELC ' DP LC'-"' 6 RTU-1 3 60 50 FRS-R (RK-5) 48.0 :• __ SUB-TOTAL 356.8 KW i 429.9 AMPS �© T-2 30 3 480 120/208 MOP LA - FLOOR MOUNTEG 48.0 - BID DATE' JUN 7 �99 -NEUTRAL) TRAPEZE MTD FROM ROOF 7 RTU-2 - 3 60 50 FRS-R (RK-5) CADD NAME; 636E10 PROJECT NO.: 898636 _ - - -� + 25': OF LARGEST MOTOR :.4.8 X .25 11.2 KW B T 3 15 3 480 120/208 MGP LE 48.0 GLR GLR PJH • FRAM'G MEMBERS ABOVE PN1 8 RTU-3 3 60 50 FRS-R (RK-.5) DRAWN BY: _ CHECKED BY: / NO-E:• TOTAL 368,.0 KW = 443.3 4MPS T_4 10 i 480 120/240 HC LB TRAPEZE MTD FROM ROOF -� 3• SHOWN, II SIMILAR r NEAREST AVAILABLE GROUNDED \U J �" FRAM'G MEMBERS ABOVE PNL 3 60 ( } PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.99 ' .. STRUCTURAL METAL MEMBER �� v 9 RTU-4 50 FRS-R RK-5 48.0 • SEPARATELY DERIVED AC :'STEM SPARE 3 60 -_ --- SCALE: N.T.S. SQUARE 'D' SOLID STATE SQUARE '0' SOLID STATE 11 SPARE 3 60 - - ---- CONTROL FURNISHED BY CONTACTOR C-S 7. �o r i— ---- CONTROL FURNISHED BY rr�� e 0 OWNER, INSTALLED BY L.DNTACTOR 'C t ---.\ OWNER, INSTALLED BY `V'tia3@� PANEL "HA" CKT M PANEL "HC" CKT N T • • SODA CONTRACTOR - i t . = 10 14 21 2s - CONTRACTOR_ ----- \ 1 3 2 4 10877 WATSON ROAD C/ - -�. 1� CABINET MAIN SWITCH T• , RMINA � r' SQUARE 'G' SOLID STATE ST. LOUIS, MO 63127 •' /NW l 1• M` RMINA' • f CONTROL FURNISHED BY p 2/0 COPPER •N ' c • •• • •• •J 4 • r ['1 Q (� N s t� (� • • • OWNER, INSTALLEd BY coNTAc1oR •c a' --\` PANEL "HA- ac,. N PROJECT MANAGERS _____0 . . Air" I. L .L Z Cig C �, 2 CONTRACTOR 3t 33 • �Fp PRpf S' , MIN. 2-350 MCM COPPER NEUTRAL N • III • b 'i'' N 2 5 • • ��3 b b b •• •• •• •• T• M ••MI 0-1 0 Lf (. 1 N E 5 ()UMW 1 5 • 7 tH1tr�li •3 J 4116 FROM SERVICE NEUTRAI'��` � -. - _ N ' 4 • • TUN ,�' O �y9.. ct,C� ��G �F'Q /21 ,,,jc. �7.F_ 1111 I__rte I.__ 1____---1l�L____J `._1--' L� _l L_ . - --J • • • I `� 1 i,105 I r r LA-26 I AR LB 7 SPARE SALES, PRE-SALES • "• I '" '- • 1110 • •T I SP E g 0 iTPUt 3 WHERE CONDUIT IS U.ED 0 I NSALES AREA LIGHTING i • •INCOMING SERVICE PRQTECT TrIE GROUNDING _p 2/0 CLIPPER- CONDUCTOR, IT SHALL BE atitl, ",bt," CQNIROL Dir CF �.:G h' L ' �B C'C�BONDED TO THE C.�NDUCTOR TOILET LIGHTING ��` HC" �)NTRO. IT' T F ROFESSIONAL l'°,/p ( lCONNECT TO BUILDING STEEL, METAL . AT BO 11 ENDS. SQUARE 'D' SOLD STATE OF .ESSION _� . -� LA-26 SECURITY WALL PAD(S 9/JA 1 C,� WATER. MAIN (PROVIDE JUMPERS AS ... N CONTRCI. FURNISH C1 BY C ! .. — -JRELAY 6Y "N ' c rRo ,I;MES L. ALBERTS S 180 REQUIRED). AND TINEL RE-BARS `J WNER, INSTALLED BY CONTACTOR "C-z' PANFI. 'NA' CKT NSQUARE 'D' SOLID STATE PANEL "HA_. NTROL A, (MIN. 20'j IN FOOTING -- CONTRACTOR \ -- MOP 2(S SOU ARE 'D' CONTACTOR "C-6"-- CONTROL FURNISHED BY 314-821-1100 . a -----\-- D �._- O OWNER, INSTALLED BY CONTACTOR "C-1o"-'\ PANEL "HA' CKT. ER CONTRACTOR y to 20 „�` • �� O N Q DETAIL 1��Ems 1;RMINAL .3 0i TO EMS TERM NA ` (� N. C ► r ,-,___14...::::) 2 N 3 "--'�(.)'�i F III TO EM$ 1IRMINA } O 0 r SCALE: N.ITS. a • "I • ' , TO EMS TERMtNAI • • O o O • 411111211LIMINb. 04 NSouPL1: .r; • 6 6] N5Ol1TPUTN ( N3 ► � C 3. d 1 � ' '' 1 ' fifik • T RSCHEDU ! E (MECHANICALLY HELD) I ---�� Y = oti IP 1 0 2 6 " 66 CONTAC O 0 l , ' _ � TO 'MS RMIkAL 1- 1I PANEL- 'I.E� N 5 isci • 1:--2F. PRE-SALES LIGHTING -J 1 SPARE LA-26 Notion Office PLAN MANUFACTURER CATALOG NUMBER • I OCATION SERVING CONTROLLED BY T-I I - ( 11---T -J 461 Fro; five MARK PANEL "tiL�! i.111 L DI -CTORY�ND DISPLAY CONTROL LA-26 Rood . t B C-1 SQUARE '0' 20A, 12P, 120V COIL POWER ROOM CKTS OFF OF EMS OUTPUT if 1 SALT$ AREA LIGHTING SPARE Paramus, ,N JI 07652 PANEL "FIA" SQUARE 'D' SOLID STATE CONTRE 'D' SOLID STATE PANEL "HA" CONTROi. (201) 599-7800 CKTS OFF OF CONTROL FURNISHED BY " C-2 rSQUTRE '0' 20T, 2P, 120v COIL POWEF. ROOM EMS OUTPUT p 1 CONTROL FURNISHEd BY -Cc�N-.RACTOR C-1 PANEL "HA" OWNER, INSTALLED BY CONTACTOR "C-3" PANII 'HA" CXT. N OWNER, INSTALLED BY CKTS OFF OF CONTRACTOR -- r-- CONTRACTOR PANEL 'HA" CK1 N SQUARE 'G' 2nA, 2P, 120V COIL POWER RGOM EMS QUTPU T if 2 3 a 7 R n tz 11 23 • C-3 PANEL "HA" -- This drawing is the Exclusive Property of '-SQ BLDG SIGNS OFF t I ; IN 3 ° Cl • M •MI • } _ 0 -I . 1 „ E3 C-4 SQUARE '0` ZUA, 12P, 120V COIL POWER F<OOM PANEL "LA" & "H A" EMS OUTPUT p 3 N j • g N 3 • • • • (J Q Q Q (� SQUARE 'D' SCUD SrAiF TOYS A IIS. The information Shown mOy ;K 75 OFF OF c L G 1. L 1 .i. 1 CONTROL FURNISHED BY not be used nor the Drawings Reproduced • Fi C-5 SQUARE 'D' 20A, 8P, 120V COIL POWER P.OUM PANE'_ "HC" CMS OUTPUT p :: F" n • • OWNER, INSTALLED BY CONTACTOR "C-tt" PANEL 'HR' CKT N r TO EMS TEN .: L.s 10 fM�8 --5 SQUARE J' ?DOA, 3P, 120V COIL PUVJCR ROOM PANEL "lE:" EMS OUTPUT N 1 5 � z r"u'� ,• z - � � 1without Prrnission of TOYS ��SI�� Ute,� oumuT N 2 `� ,T i cxnrur ,� � • ,� • • � _i__T___T_..T b b b �+ CON TRACTOR P' 'I 111111111111111 0 -1 �- CK TS OF"F OF ! B C 7 SQUARE '0' 20A, 12P, 120V COIL POWER ROOM PANsui "HA" 4 EMS OUTPUT p 2 Y L rill_I 'Al?' .41.1.....6 L__—__ l I___.__ J T4 t ;^I. •3 0 Location CK ()FT Ur LA-26 PRE SALES LIGHTING -I L. SPARE —T T B C 8 SQUARE 'd' 2OA, IOP, 120V ('Oil- POWER R(1OM EMS OUTPUT p 1 LSALES AREA LIGHTING SPARE fir= C PANEL " " E E-��-CONTROL L i TI G A R D , OR . CK 1S OFF OF LEINEL HA CQI�IEi'�L B C 9 SQUARE 'Cr 20A, 2P, 12OV COIL =OWER ROOM �A" EMS OUTPUT if 3 I 9 ou U N 3 ...CKTS SQUARE 'D' SOLID STATE -I E3 CK TS OFF OF SQUARE 'D' SOLID STATE PANEL CKT N CONTROL FURNISHED BY C 10 SQUARE 'D' 20A, fiP, 17.UV COIL POWER ROOM EMS OUTPUT p 2 CONTROL FURNISHED BY n PANEL "H A" _ "L A" 'HA' "L A' OWNER, INSTALLED BY C(NinCTDR 'C R' 1 pANEI "Ll" CKT N LA 1261 —_ 1 '1 ----- OWNER, INSTALLED BY ) _ 5 PARKING LOT LIGMT•:G PYLON SIGN Drawing Title 03 CK TS OFF OF EMS OUTPUT 3 CONTRACTOR CONTACTOR "C-a"\\ r2O 72 4 3r-t��JI o 32 34 36 36 10, CONTRACTOR C-11 SQUARE '0' 12.OA, 6P, 120V COIL POWER ROOM PANEL "HB" p �- _� ,- r� RMINA } 0 0 � --- _71181111118118/11116. PARKING TOT LIGHTING 1 I „ ,EMS TERMINA •3 0 'r _ M T N • • R DIAGRAM N , �` • ,.)---4_ 14 • •• •• •• • •• • Q N 3 • ► 4 4 4 4 4 4 4 2 4 EANEL".H�-- 11SQL • _, .LL • z r ARCH. CONSL LTANT Asc0 GORP, APM• a • • • • • • b TO EMS UAW,. NIA, L I b b b V b 3 b b b b • / USTIt DALE —__ �- • • L � ti OUYPUT �/ 1 REvISED DATE: -__ _ - ADDRESS 10377 WAT 9►±.-R, APM FAX 0 N 9 OUTPUT N 1 • 5 • • • Scale atlo 7 __ _ __ __._.._ NONE 0 199 • RE'zISED DATE _..� --_-- CITY/STATE/ZIP �T, LQ�I,S, M0. tE312Z-_---- AFM E-MAIl - .--_...--- -- - CONTACT __ - —�- I � I I I L L—�J L I l.�J I t I Tr-t.EF-1 --� J i ORDER/CONFIRMATION N _—_.-- __---- PHONE/FAX L ! 121=11D0 L FAX (.1;4` 821-4162 CPM FAX -- ' I A 75 I L A 76 ,P/ARE CM/ _ T E MAIL TR A��t��RP.COM �_^! N BRu SIGN r BRU SIGN I RRU SIGN ShEl 0eet NO. I'I (' 1999-002445IOWNER NAME -_-- CPM E-MAIL CONTACTOR AND RELAY D I I l' IOL)O 081551 STORE N: - _.—_--_.-- -- - WALL PACKS BRU SIGN EQUIPMENT CONTROL L (( ,_ ADDRESS: __ i DELIVEIN i (RACKING) UA1T _ _ �� 1 )-1►it �� FIXTU l DATE BLDG. SIGNS CONTROL SC.At F: V. T. S. C1 .: . M Y`/9-f1U 173 :TTY/STATE/ZIP: __ _ '- -. I 7[3(15 DARTMOUTH -' �� I'([ 74of101 - �� . if this notice ap')ears clearer than the JUN 0 2 2000 d' ctltnent, the document is of marginal quality. I111CrOliiIII('(i k . • fjl1ijljlil 'Ill!l! j!1Ijljl i ljllillIf; , ' ..riTillilijiliilllllli�'iillii ( fli�ll[' 'll 1I111. ,iliiili Iliili.illiliii iiillliliiIIH ifIriiiiiiiiiill_ffildlilllillilii.: Iliiiplliith l; • J 1 1.: INCA l AWA IN CHINA - _ I1_. L. _ , _ • i' I + ,„,? 1t1{ 1! 114 ti 1T ii-� if I1 W > fi 11 jq1 II ! ill 1 I 1111 II11/ 1 1 i I '� l !whit! iIi17 111 ll t1I �tl I (1l11111iii1 till 1�11�+IIt11I[IIIIIIIIiiii 11111a111�(I;lillllilll;!Illllltilliil llf ,tll;!ll!iillilliiiLlf=Ii�In �Illill!iI`I lliiill{ili�iilil{ii)))illi)�Illi111�1! -��1 I1IIIII►Iii1IIIiI: IIIA TT 11. II l MI i!l .f► . ! ^_ 1 li_..J _�.!t-_ii. .1. _ .. . I I I Il .. 1 ,., _ ;• n,,1 u,Y■,■Y Y:ail:Si I'M I 1 WM Revisions , No Dote Description 2-16-99 PERMIT APPLICATION 1 10-28-98 RENAMED DWG. & ADDED GAS & SAN. SEWER 2" 6-7-99 L "A IED IRT LIMING RE TELEPHONE. SEM. 3 DELETED LIGHTS PER CODE REQUEST • 1 III .1I UGHT 0011 -._.-__. __ FURNV,HED BY KRU 1 III' INSTA6LED BY CONTR. MilifilMIIIIIIMMINMWIIIII& a1011111011.10UGHT POLE NOTES: • I) CONCRETE BASE FUR LIGHT PULE MANIJ HOLE ---'---` SHALL BE NOT LESS THAN 4,000 PSI. BOLI COVER PLATE - SEE. DTL 10/C3 ili 0-Z 11PE ,I INSUI BUSHING 2) IF STEEL CONDUIT IS USED. .■s '— BOND STL TO POLE & OMIT SIL. GROUND ROD N FASIEN /410 HARE GNC • S'EEL ANCHOR BOLTS-- • • 10 GR YNG LUG• IN BASE o� 3) SEE SITE PLAN FOR UGHT POI LOCATIONS. I'JRN W/ POLE i 111ii 11 —._ 7... 4" ROUND CONC. PIER----.. �_ .�w.— N/ (4)-/10 VERT. TIES ---'1111 I -+-- � FURNISHED B'i KRU �" CHAMFER 3 16" O C. BY CONTR.LIGHT POLE --- Ct>VERT. IES M 11114/1•1 INSTALLED Br CONTR. II moo 3/4" RIGID PVC CONDUIT-- • FW. GI AD[` fr WAITTOUCOL PER SPEC. 1�WAIT POLE POLE BASE— ---- ESCUICTIEON PLATE - CADWELD TO,� 1 "^ FURNISHED BY KRU COPFTRMAU r. _ 4 8, 1 # 8 GRN (G), 1 1/2' C. INSTALLED B7 CONTR. GROUND ROD r, J I X3/4") 1.7 Il • MIN. 36" BELOW GRADE. 10 LOCK WASHER AND FASTENING NUT 04/0 BARE 'iy , .�� 1 I HB-1.5 THRU C-li. ON TOP OF ANCHOR BOLT ■ ■ j _� ._.__. GONDOL i 'IO NExT-- - I LEVEUNG NUTS & WASHER -- 30 MIN - _..._ �• �__• ' ' A ON ALL ANCHOR BOLTS I I - I 30" MIN. BELOW FOOTING 2'x5'x5' CONC �,� I I ' RADE I R EXP.AFTER ROUT SOLID--- I II I I Til (5)-/6x4'-0" EA. WAY �" 1 `. ' J_ NOTE: CONTRACTOR MAY USE DRILLED PIERS AS AN ALTERHA rE I-I PIER TO BE 2'-0" IN DIAMETER, 10'--0" BELOW FINISH I I - aiiiiiiiiiiiginik W/ 3E MI1 COLN.'RE1E(COVERAGE R r k #3 t1E5 0 12" U C. VER I I 3/4' CHAMFER - I II 1 I I f II I COrIC BASE SHALL BE --+ • UUMEIER OF PIER, REINFORCING b. EMBEDMENT VARY WI111 ii.,:,.. �.-� ---.". i1� RUBBED & PAINTED I 1 1 J • '�•+ 10 MAtCH PARKING SI1PE5 SOIL CONDITIONS • t 1 /II, SL2-5 % Qrawin� Ref�r�nc�s-4 8. 11► © GRN (G), 1 1/2" C'® MIN. 36" BELOW GRADE. - J DrlawinT s III I 1• I • �+ LIGHT POLE FOU N D ATI ON r ' ELC TO PROVIDE (1) 4" SCHEDULE 40 PRIMARY N. / LIGHT P OL•i•... B ASE xt. CONDUIT, WITH PULL WIRE FROM PG & E POLE 11 /' / 12130. ELC TO PROVIDE EXCAVATION, AND BACK / .. J FILLTO A MIN. OF 36" BELOW GRADE, TO PAD / / SCALE: NONE � � /• r'C,ALE.: NONE ' • �-_ MOUNTED TRANSFORMER, PER U11UTY SPECS. A / SL2' 1 �• / .. Ii 1 /• 1 , I I - UTILITY PAD MOUNTED TRANSFORMER, 2 t "� I ,, , ELC TO CONTACT AND COORDINATE I --_,_-___,..._ 1 WITH BRAIN MOORE AT (503) 570-4406 . i : I WITH PORTLAND GENERAL ELECTRIC. N LIGHT FIXTURE - fa— i I i I 1 ' 1 ' . ELC TO PROVIDE SECONDARY CON T, \ I - �1 —w I I • (SEE SHEET E10) INCLUDING EXCA MICA, - I AND BACK FILL TO A MIN. OF 38' BELOW 2 \ i Ii-- GRADE, PER UTILITY SPECS. SEC ,I)ARY 1 ' CONDUG7 .EY UTILITY CO. 11." IIZ i \ --2 If o, I It n GRN (G), 1" C. MIN. 36" RE,_OW GRADE. —.111•=1/4 44C i 1 1n1 �+r_■ • SL7_-3 _ PCLES AND LIGHT FIXTURES '' ---- FURNISHED BY OWNER, �- POLE 1 ' ..s,„ ',..s. INSTALLED BY ELC, TYPICAL z' ;I, I ri, © I / FOR 9. ' I it/ I 1 r 'I r.' ' 1 -" - ...„,2_. -,b:„1, . , .:, ;, / ' i 7 1 1 ��- ? ;.. ` I - -CONCRETE POLE BASE s fuel PROJECT NO.: _898636 j , BID DATE: 6e-146ns • � I 1 , // SL2 I I� >..., I I CADU NAME: t �I DRAWN BY: _GLR CHECKED BY: GLR/PJH. • 1 I 4 # 0, 1 iu a GRN (0), 1 1/2" C. A IJ `• 1 � MIN. 3G" RFLow GRAi;I::. PROTOTYPE C!CSI�NATION: 7999 BRU 37K REV. 0.99 i ,---GRADE I. _ , /. / /IT us 1 1 i II i 1 g I I T • i (goA3cgc)/,:i .L./ ,.: ,,,: I ' B,& BIES .__..... oi A ' 10877 WATSON ROAD i _ 6 `, ' ,, i , , f PAIRKING LOT �'..JLL.-LEVATI `��/�v ST. LOUIS. MO 63127 , 1 7 t Ii 1 II � I ' �� l /� � i ' ' .4:: ' c�Mwl�■■1.1rlw�wrfw•w / ' ; I I I I a SCALE: NONE L PROJECT MANAGE A ii ' I 1• 2 I / - / 1. ..._. <F'D PR pfF A --+R II /1 j i / .�_ I r............................ 1 U N 3 1991+ „c„. `I N&- '4 i. i• II � � 1 2 ' C• `� 10,105 i i r , I � ---4 �► ti, 111 8 GRN (0). 1 1/2” C. EL';. TO PROVIDE (2) 4" CONDUITS WITH _� 4 �� i1 j MIN. 36" BELOW GRADE. �6" SAN. SEWER LOCA ON PULL WIRE, MIN. 36" BELOW GRADE FOR I FOR UTILITY INFORMATION ONLY. REFER TO "C" �1 , .r, " 1. THIS DRAWING ISPROFESSIONAL. TO er AT 49'-3"'t FROM I COINDUIT FROM PTELEPHONE CU. MANHOLE ' �I ! I I _? N 8, 1 N 8 CRN (G), 1" C. DRAWINGS FOR REMAINDER OF SITE INFORMATION. OF RECORD: y ��, NW CORNER OF BLDG. 1E-188.0 SND STUB-UP AT BRU BACKBOARD. ELC i �' �1 Ai MIN. 36" BELOW GRADE. JAMES C. ALBER /I 77, ♦` 1�TO CONTACT AND COORDINATE WITH ELAINE , , ' 1 2. LOCATION OF PAF'KING LOT LIGHTING FIXTURES SHOWN IS APPROXIMATE SELF AT (503) 639-7387 WITH GTE. I 1 f1 `` • 1 GAS SERVICE TO 40' , sl11.---- ``� GNLY. COORDINAIF LOCATION WITH SITE PLAN, 10ENSURE THAT POLES31�F-8.21-1100 �� A��ROU c Y �`. STUB-UP AT BRU TELEPHONE /�-=-an r OA - ' ' ARE NOT IN AISLES OR PARKING SPACES. Val OF NW CORNER OF BLDG. BACKBOARD. --� +I f.r •,-' l 1� I, 3. SEE DRAWING "SP2" FUR LIGHTING POLE FOUNDATION DETAIL. 1 , I 1 / .J i \ __. :._: _- ..., _- • 3h SI.2-1 II LOCATIONS OF ALL ITEMS OF SITE WORK _.._,��. --- --"- - - - - _ -� .�„"•" __ _ If. / I 4, ELC SHALL COORDINATE. I • ....---..--..---=---- _ ______-------- --------.._._..._�_ _- �-�. ,� ' ..„),.,_ ''"��` !+ BOTH BELOW AND ABOV GROUND. TO ASSURE THAT THERE IS ON ational office -.------------- __ -- ^---. .4 r 2 N 6, 111 6 GRN (G), •1 C. THEGAS UTI:ITY CO. WILL BRING -- --_-- ?°�-_~-^ � - h.>.i ,. ' �' I /� - MIN. 36" BELOW GRADE. TO �R INTRUSION ONTO OR CONFLICT WITH ANY EASEMENTS, PROPERTY 4. 1 From Road THE SERVICE UNE ON-SITE �• �I --''`f '°=-`=°= ` -- '� "'"�� __`" - OVERHEAD OR UNDERGROUND UTILITY LINES. ANY \'� -- - EXISTING TELEPHONE �.-- ', - �'` '^~ ' a NEi 9, THRU c-11. LINES OR Pa amu NJ 07652 TON THE METER LOCATION I CO. MANHOLE .,, 1�""'---_._�'.'"'�- :.�A.. I / ' ' / ' I RELOCATION SHALL BE APPROVED BY THE OWNERS' REPRESENTATIVE AND SET 111E mum. \� _. _ _ - _ - _ ",, r '~-�-- _________...--7.------ _ - -- - �----- ' _1 / (201 5 9-7800 �.- _ ---.......:z.:„...„.„`�'� F C 0 P OVI E SUA E )D' 1 2 S `' t _.. - MPZ1 S4 F, I-POwF. - ON I ---,---. INIIIIII111111110141=1.1111111=1111 ANIMIIMIIIIINI11111111111111111 �- -._-== - , - !__ --_ _ LOA GE111TEFM MIN u N G 1 9 - _ , r a I r o ., ,----------- - --- -- v the Exclusive Property e t f _ r r_�= _�:�-- __ .__ - __ PYLON, F--- 1 h s drawing e E P Y ; ��_ r. -- - - 0 � . PYLON SIGN II _ -- JOYS "SI"IUS.I The informationshownmay i'-r• ' - . - (p = - �/ U PLIED BY - Hot be used nor thec / ------- Drawings i �_, x '' --��t ;A OWNER -�•"� _ - . .. r- - ''' Reproduced y n- ` `� - Jam..-..° without permission of TOYS 'fl" US. �- — ---_.�_ �'-' - - _ - Location /-'" �, r _—• --"--- — "`^� _ �`_ a = —. _ — _ ..... _ __ _ _ TIGARD , OR . �1"-• ,.oma .°". -T.-.;.e;;;,- --- ••• - ..) ____ ._ l/------7m—si-u-rDr- � jam• - ,,. ..„,.....--, ....-- `, _ ^ �---- ---_. - _ 1l_j _ ._ __.- _ _ - _ T ,y,�. `'= awing Tit)e • / ,__ ___ (_--' = UTILITY - __ _ .._----- -�f _�_ ---`ter ----- _�_____ ___.. SITEPLAN UTILITY SITE PLAN . "h I — Z ____ ---- �- ._____ ____--------- Scale Date • S( AL ,,,.......,.,,.,,.-•, AS NC)TED 6-�0>� 98 SCALE: 1" - 3U' i)., • MEC l 999-00244 ...�. Shut No. ELC• 1999-00551qg 23 PI,M 119999 U0 173 7805 DAR'T'MOUTH • . . PG 75 of 101 U E 1 • • ......................1.............., , .. . • .. . : . . •. .. . .. , . .•. • . . .....................„,„.. usisisomrsommeassuisionsommousupsif • -t, " , I. ' ij _ _ .. . / ., r,. • If this notice Aprenic clearer thou the JUN 0 2 document, the document is of marginal quality. , - microfilmed . ',,'.4. r�r1T��1 ��1�1�111�1�1 i��oi�l��j ; r�111 1 I� ; j ` =� �, I��;:lii;�i;l ;111 =Il� li� ,; I I��I�t11�111,1 1 1�►il�fl�Ilil I� I!�I�liilill `' „( INCH f I MADE N! CNMM ' 1 �j1 _._ _ _I - 0 i 4 1 T irL i>f I� I�i--� fI 1G7 11 •fes t��iLLL' ,:�,'.I�� + k'Po. ,1r 24X ••,}, �, � tln I ` t.. •(. liifill illll 1' 11 1 I '1:' 1111 �11t111111 111 IIn1�11{tllltlli'{,I iii ii � I,II I!t ,.., 11 I I IIT Ii�11 i ! li 1 � 1�1{ ! i 1 1Y I I { I 1 I {111111n i.„„„„,,llll tIIIIIIIII„dmi , Ili ,,,,,,111„.,I. „,„,i,ii! 111 iI11E,..l1. IIII,IJIi.IIlif111i111lii►I 11 a,i1i1 I Ii�llil.': I iiil-1111.�.I1,,I..IIIi.II 11 11,11}„ I,i, ,I,1I,,,fnlilii ;ti1i,1:,,111I11�1,,, 11 ► 11,11 11111 1 111 1 L. • • I e11111111111111111111 . Revisions No Dote Description /"_\ l ( � -� PERMIT APPLICATION • f EOL --+ HS —ANS H4— EOL IIIIIIIIIIII L1 k r� nallISIMIE • n i-� 3 4..) 0 0 (� HS -- HS --- HS HS .--. H, HS -- HS HS ETOL 0 0 0 EOL—'-+H -- HS HS HS HS - HS HS ' @� IIIIIIIIIII1.mii �� JJJ -- -- --- \ i.E) , _____ s _ , _____. s _ , _ s.„____,„, • _ 1 ZONE 1 F C P Z iNt 2 • I - I I .. I I III (8) STROBS AT 0.035A OR 35ma EACH ........... LENGTH OF RUN, WORST CASE 324' LOAD IN ma = 280mo # 18 AWG SOLID D.0 RES = 8.08 OHMS/kft = FROM NEC CH S. ' CIRCUIT RES 324/k1t 11 8 08 OHMS/kft = 2.6 OHMS I I 01. .I IA DROP = .280 AMPS x 2 6 = 0.73301/6 VOLTS I , I •\ 1111111111 " . 0 7330176 -- 24V = 3.05% VO _.. �� : _= 3 a v3 — - r :. - .:-..i..,--..-%.•. -. . — ":aaa>=. _ _ — --�= _ \� - _ X1 ]!!!1 i i _ 0 FIRE ALARM CABLE I I 1 I TYPE FPL UNSHIELDED 18 AWG, SOLID SIGNAL CA r 09ON S �"� FOUR (4) CONDUCTOR 13. C. NOM. OD .1)3. INSULATION I s _ — !I I PVC OR POLYPROPOLENE, JACKET PVC (WHITE), UL RATED 1 I TEMPERATURE RATING 150' C I 1 _ I I I i---,( n • [i-- ,,, 1 II 1� HS II __ FIRE ALARM FLIER DIAGRAM � , � I• r iC__ . SCALE: NONE 7 . , __ --_ _- ---__-_--� __-_ _�.-� ___. Drawing References J -_._.._ --��---_ _.�_. 1 � ail '� fi Y-1 TOP CHORD ;+ci _ _ _ . . . . . _ _______ _L__S I I i - I I - No Drawini:�._ _ .�._ BRIpI;ING ANGLE I — —.___.__ _ —_ _ _ — — — --- _ 1 .__ -L 1 - _ . . __ _______ _ ___„_ _ _ _ _ _ _ ______ _ ______ _ _________ _ __ . ._ __ ___ _ _____ - • - _ CIA& 1R2IiPI5 LESNONG HS - MOUNT I TERIOR ALARM '4=J� v �•�• _WW1 P BELL TOAR JOIST ABOVE I I I II I 1 ��, �---� 1 • I I �,r� s�•r• .411111- BOTTOM CHORD I 1 —ai .. - -A p • CONUUI1 BRIDGING ANGLE I HORN/STROBE (7' MAX + BELL) �J — _ - - 0.5 IZONE 1 1 ! - - -- . TYPICAL WALL SECTION TYPICAL CABLE RUN IHRU JOIST I P I I -- _ ,�,.,_.__, ._ SCALE: NONE SCALE: NONE — -- — _-. .— — — _ __ — __ — — _- _. __ — — — HORN/STROBE (8 MAX) Iliij • I ZONE 2 -- - - - - - - - 1 7 ............................ . ,.. NOTE: I LII I I I ' 'I I NOT EVALUATED FOP "ADA" COMI'I_IANc E I �r� III I ti I' II I 1 11111i � I I JI , 4 CURRENT LOAD (mA) 1 N0. rr�A/DENCE SIANOB` ALAr', I ' , I , li FIRE CONTROL/ I 120 '.'I') II,� ( 1 COMMUNICATOR 700 (MAx1 700 I ,;,,' "�� BID DATE: SOUNDING DEVICES I 60 60 i li I I ' - _ _ I _ _ _ _ _ — _ _ _ '�__ I CADD NAME: 636EFP1 PROJECT NO.: 898636 HORN sl"cs 15 15 525 0 Ii 1 TT i, DRAwf\ BY: CHECKED 8'f: 6 TO SYSif.M- CONDUCTOR,/RESISTORS r, 51 „,., • PROTOTYPE DESIGNATION: 1999 BRU 37K REV. 0.'39 (6 ZONES, 6 CIRCUITS) `�'I' ' I II I 1 I I 1) I ( ( I I - TOTALS ' " I., t-.I�,'. -_. II I FLOW SWITCH------- 91TTERY CALCULATIONS I III II UX DRAIEC TOR'NS TEST/ STANDBY HOURS 4 I� 1 1 TO SECURITY PANEL PRESSURE GAUGE mA X HOURS r':.4 I I LOW TEMPERATURE I DEVICE (INSTALLED 41_ARM HOURS P4 I1 1 II BY OTHERS) mA X HOURS '' / 44 _ I 1 p I TAMPER SNITCH— 00 SUBTOTAL 710.34 �V—~ 11 i,.4--iii I I — — ---- — — " SUBTOTAL x 1.2 852 41 1 I I tl 11 (AMPERE/HOURS) (09 AH) CB) -- T rI — -- I I II _-PREVENTER WITH — 11 2 OSItr VALVES CALCI.LATION NOTES. 1 I I FIRE ALAP.M CONTRACTOR SHALL VERIFY ALL CALCULATIONS BASED II I 'AMr'ER SWITCH . . «. ON INSTALLATION AND SPECIFIC EQUIPMENT USED IN CONSTRUCTION •"" ""•"" """"' J RESISTANCE BASED ON 8.45 OHM/1000 FT FOR IB ANKi COPPER 1 c = I HS II Rj COATED MARE AND 4700 OHM END OF LINE RESISTORS _ . : I t ill I ,,r,N IINF I v SECURITY LEGEND I I Imiiiiiiiirfial �' Sill - STROBE MTD. 6- BELOW CEILING TILE I I I II IN PLUG MOLD ... .,- rkr4,4 •;I71 '7 F IAF 'NA if I,/ ',I N ai I _----____._ _._-__._—_.---'- Ii HS • __._.--------MOUNT TO WALL 1 HORN STROBE TO BE MID. BY SPEC. OF LOCAL NEAREST EXIT moi— I II - '�"� H5 FIRE CODE. IME DOOR ON BLO K......"----:_ ) National Office SPRINKLER RISER WITH SWITCHES A - ------ - - - L. r-------._____. ..-.---_- ` ___-- - _ - -- J-- - -- --- -- - -- _. ._ — __ _ - i 46 From Road S MANUAL PULL STATION Mip. p +8AFF _ I SCALE. NONE ,. ( ) ' II II I ' (201) 599-7800 Paramus, NJ 07 WITH HORN STROBE ABOVE AT 6'--✓S" I I t ZONE 1,2 _ ZONE 2 — —- --- -- -- I I I I I I I 1 solook. --" This drawing is the Exclusive Property of _- __- TOYS "9" US. The information shown may 1 1 I I I orm not be used nor the form ngs Reproduced GENERAL NOTES: I I 1 COORDINAIT WATERFLOW AND POST INDICATOR DEVICE WITH SPRINKLER CONTRACTOR. I without permission of TOYS "9" US. • 2. INSTALL TAMPER LOOP WIRE INTO GENERATOR CONTROL.. II I + I I Location 3. RUN WIRE TO LOW TEMPERATURE ALARM DEVICE NEAR FIRE SPRINKLER RISER. VEF'FY LOCATION WITH OKU CPM. i • 4. MOUNT FIRE PANEL KEY PAD NEXT TO BURGLAR ALARM KEY PAD, UNLESS I'WQUIRED OTHERWISE BY LOCAL FIRE TIGARD , CODES. 0 0 FOROTHER EQUIPMENT PROVIDED BY BALI. C1) 2 ;'.6) 3.5 4.2 6F RLOSS PREVENTION NI_AN 0 E �,/ 5. REE TOUNIK __..__._._ -.-- Drawing Title �,______ - -_� FIRE ALARM AND CABLING INSTALLATION NOTES: ..... SECURITY CABLING I. CABLING MUST RUN PER PRESCRIBED ROUTES. CABLE RUNS MUST MEET APPROVAL OF ON—SITE BABIES "R" US (,.P M Sale Date 2. ALL CABLE RUNS NEATLY BUNDLED WRAPPED TIGHT AND SECURED TO JOISTS ANC) BEAMS. LEAVE 15' OF COIL. 'Isk ALARM FLOOR PLANAS NOTED .LUN 0 � 1999 3. ALL CA5L1_ RUNS NEAT AND PROFESSIONAL OR WILL BE PULLEQ OUT AND RE-RUN BY INSTALLER. LAN ‘111 NOR TH 4 CABLE RUNS IN PRE-SALES (BEHIND CHANNEL) IN REAR OF STORE MAY RUN ACROSS JOISTS. ALL OTH_R PUNS FOLLOW JOISTS SCALE: 1/16" — 1'— Or' Sheet No. 5. CABLING RUNS ARE SHOWN FOR DIRECTION ONLY. SYMBCI S MAY ACTUALLY REPRESENT MORE THAN ONE RUN. EFpi n1 I(' 1L)`)9-00244 --- 0 I I.1' 1999-00f;5 Amirilimisiimisimmilissaisssaffestamminsissiwastasnitsi • • .1' 7805 DARTMOUTH �� - - . ,, I'(i 76 of 101 • If this notice appears clearer than the JUN 0 2 2000 : \ - dOcunent. the document ocument is of marginal arginal quality• `I _ microfilmed ' U ' 11t1111I1111 [1IIj!!1IIj111I!IIIIII1i1(� 111)1111 rlljl Ijiiliil�lIi (iI [1ti ' ill! Ijij il,'lij! i'!jiII{i1iljl! iIi IIIi LIIIi 11 1 j!Ii�llllIiljllII "R ':0,.� � �lr , I r M1 INCH ' MADE IN CHIN t� j3- T laj � j � I I I � I 11jIt jd A 4I 11 1rit — 11I1Lf � I � i7— 1TIT - l ! jiI � ; '- rd � , 1 Ii • Iii-i..\ IIIIIIIIfII1111IIII11!1)I,l! III!II !iI11l ! f !! l !! II;;:'; !II11llliIII ! 4! {i ! lIIrIi1! {! .. IitIn.lt,rit+i1II�irl111ti II1t 11..1itlf�i•rr111EFtnI1111I11 ,1L1rrl,,InI{ II11IR I, � :.;,,, i., o :; � : ' • 1 ii 1+ i , 4 I 11.11111r 1 NOTES: Na Date Descri•tiar ' CLASS 2 GU i Pu I S REMOTE OVE. IDE INPUTS — FIELD 24 VOLT, PILOT DUTY FIELD _OUTPUTS 2- 16 95 PERMIT APPLICATION WIRING 1 21.;741.}-4Rur-4-�(,R 5(,N 6-GR 1-{.RR.-B- v�-� - WIRINGTl 2 4- 5- 6 7 8 — TNT 'i" Nr R TERM T [WIRING J I rI 1 SALES LTS dE PLUGS___ I '. 1 l L�0 1 24ZS114 2§k126 29 30 .11 32 SSL}4 35 S6 S7 }$ • ,• IIIII 1 2 3 ,4 5 f} iL [911L [4 t5 t6 17 t6 tg © •. ply 4SM11 _ _ ,� TR-2 TRANSFLRMER PII _ ^ _ _ _ -"VA 6®�®� 3 PYLON SIGN/BLDG SIGN �- __ - (LOCATEU IN GP-1) \\ ..1��.. ..tul �,_ _- _ _ I_ J-1 4 UNOCCUPIED MODE -- . Q SECURITY LIGHTS 6 EXT & PKLOT LTS �� SKYLIGHT - LIGHTS LB-2 � vaor - - — ,1 l �__ _ ASC T J (LOCATED IN 4 1) — 8 UNOCCUPIED MODE - , • / 7"""""""" 15. OVERRIDE TOGGLE SWITCH INDICATORS: ■ ■ OFF = CON TAC TOR DISENGAGED, CIRCUIT ?EN ETM 2020 1 0 ALL TERMINAL M 3 ON = CONTACTOR ENGAGED, CIRCUIT CLOSED. ON SQUARE '�' SOLID e UNIT MOUNTED WITHIN , STATE CONTROL MODULES ~-- --<- —�� AUTO = AUTOMATIC OPERATION. _ _ _ RTU ENCLOSURE ' / O O �� I NOT USED Lf)� _ _ — • Fnii CON TAC TORY 1 2 6 8 �1oT usED L37 e . e _ TO ALL TERMINAL 4 ��+Y- R-8 PRE-SALES LTG DU J , — ' ON SQUARE 'D' SOLID �';R CONTACTOR Y 3.5.7.10 SALES LTG o ,o n z Is ,• s u n Iu 1 TATE CON TROLLER El(TERIOR LTG[ �.1�r�� n r .1 �' c r N GOA. AFM I FAIR COOL GOA rw CCl O1 1+) ( ) ( ) I ) (ID) STAGE SOCA SCA STAGE OVERR1�E HEMP AU 1101 LE • A r QR CON TAC TOR 4 9 i l -- -- NOT USED an s A Gt sI • 11111= SKYLIGHT-LIGHTS [�Iyr , 2 L J UN-OCCUPIED( ROOF TOP UNIT C IUTi S 1A S11ATU5 CONFIRMATION INPUTS SWITCH SPNS0 •FNS R SIT ORK { I(� TERMINAL BLOCK - ,4 �rIII, -t DUT1 CONTACT CLOSURE ONLY INPUT f1�T Nf C' S 2 5V . COMMON laelt "-- • 6 BUTTON SCHEDULE111 . OVERRIDE PANEL W1 -' BELDEN 8761 11111,1 IN DIRECTOR'S OFFICE TO INPUT -__ ._ .^ , (BACK-SIDE SHOWN) W2 NY . 7411ti TO NEXT ■ �t 8 �- -._� . DAMPER (SEE NOTE 1) Lam-- 1 R TU �� TERMINALS p 50,51r - Y1 I v MODULE — CLASS 2 INPUTS Y2 [(_ NEMA 1 RELAY ENCLOSURE ' MIME , CP-1 NETWORK _ i 24 VAC 4-20 MA CURRENT LOOP / DRY CONTACT ONLY r-- .� C ( t W M E. 120 .,.r r; _ ■ CLASS 2 .__.1 t - 2 + -3 , - + - 5 + -6 �+ - 7 + =8 + VOLT � ....�. �. �� ""'� OUTDOOR OUTDOOR DEMAND PHASE - EMG. -E P. NETWORK, .'RNFv`-Al4 - SENSOR TEMP PULSE LOSS STATUS FAULT - SHLD + l l A/C INPUT SENSOR INPUT INPUT INPUT OUTPUT D„ 39 40 41 42 43 44 45146 47 48 49150 5152 5354 55156 5/ _ o `� INPUT + -. + - + - + - SHLD + + "LASS ___ _ _ _ _ _ _ _ __ ^ _ ^ _ - - . J 11=H , • 5$ 59 60 61 62 53 64 65 66 67 68 69 70 71 12 73 741 75 7� e e e e s e G e o s + r 120/24 VAC TRANSFORME BELDEN 8761 r AIN_ ---- _ -- ��- T X TIDE Drawing References rye . ^ � ^ � esseG OEECU me, '0' y y I TRANSFORMER ___ t LOCATED IN CP-1) _ r CONTROLLER • (LOCA _ __ _-._.J - + + - + r-�- — — No Drawings —_ ___/ ,.n,.,„,, 0.nD00a nEMANo PW$E EMC -E P -- NETWORK 24 / r ■ / f yENYJR ICMP PULSE LOSS STATUS fALAr • • .__._ INPUT SC N5011 ,HPIJI �NPVI NIPUi OUIPUI _ •U vAC "� O P rwf• • EXECUTIVE CONTROLIFR WTS 10 2 �) C,..2SB 59 60�sI' 6.2 1116 3 64 6� 66 61 68 69 70 71 72 73 74 75 76 TERMINAL STRIP r�—_ _ ` ■ INDOOR R/Heeoeqee �,,, ^^ ZONE TEMPERATURE ` C + -\ + — OTS-30 C) _. - �� e, 11 „ _ __4.- ` J l�j DUCT TEMPERA TORE SENSOR SENSOR - .� SCJ h cv�rvlr-`, p cr i INDOOR ENTHALPY/TEMP 0 MOUNTED IN = C i 120 • Y = J �Y SIIPPLY AIR DUCT In ■ - VOLT 0' (I) Ca OUTL AOR R/H (SEE DETAIL 6) LB 2 A/C BELDEN 8761 .+D S 1 o(y+ ..4o FTM 2020 WIRING 1. REFER TO RTU SCHEMATIC FOR SPECIFIC - --PHASE L(,SS • '�' DAMPER INTERFACE.TQ FIR ,T (FOR HVAC UNITS OTHER THAN LENNOX/LOGIC) ■ —� ' tcv- SENSOR RTU /ANALOG LIGHT 111111111111 Or 7 °O� SEE DE TALL 3 SENSOR OQ - -- (SEE DETAIL 6) „ SCALE: N.T.S. �” ,�i-- -�� ~� PHASE MONITOR ENCLOSURE �__i S /• OUTSIDE 40EXECUTIVE CONTROLLER WIRING DETAIL ON 12" X ,2" PLYWOOD ■ III TEMPERATURE SENSOR .�. 71 BACKBOARD LOCATE ADJACENT ABC TO MOP ... SEE DETAIL. 6) SCALE: N.T.S. (............ . ..............„\ D00R iLMPERA"'—"�" �""'— .a IUNDCa DELAY aha 1SOR ------ OUTDOOR SENSOR i� ice.. [ _______ VE North - ASSEMBLY --- voltS SECONDS VC0.1`. • ANALOG ::: ::M5d SOk 0„ U--BOL_ T` - = - 1" WEATHERHEAD • PHELOSS (REFER TO 011..IL 3)RSENSOR ( lHDY © I 1_ J-.-1 _J IIII — ` t" RIGID CONDUIT I .1uNv71999 I OUTDOOR TEMPERATURE o,s `0 ' -' MOUNTING ASSEMBY aID DATE: �____ . � - RTU5' ROUTE CABLE. TO MINIMIZE RUNS (NUMBER OF UNITS MAY VERY) -ANALOG LIGHT SENSOR J �►-A7f;t `� tTM> ETM ETM � ETM ETM SENSOR ^` 11: CADD NAME: 636E.MSi - PROJE(:T NO.: 8986 36 ORAWTV BY. CHECKF_D pY: FOR SENSOROU-UOOR ARRA atls, e761 ARRANGEMENT 'fit _r ( I12 AWC 600 VOLT RATED NOTES; PROTOTYPE DESIGNATION: ??99 BRU 37K REV. 0 �9 SEE DETAIL 6 I a/61 e,, . 1 TIMEMARK PHASE POWER MONITOR, MODEL 82F� ) FOR 208VAC AND C269 FOR 48OVAC f 1 i_ l [ 1 L J L`-- 1 • gni -••• 2. THREE PHASE BREAKER, MAX. RATING 20 AMP. 1 4x4 NEMA ' JUNCTION BOX (4) 8761 OL PROVIDE NEW BREAKER OR 30 AMP & 10AWG WIRE (BY ELECTRICAL. CONTRACTOR) TO CONTACTORS I4 FUSED DISCONNECT IF SPARE IS NOT A'JAILAf�LF uvFRT:ICL PANEL (2) 8761 TO EXECUTIVE j C I 3 MAIN POWER LINES TO MAIN PANEL. CONTROLLER LOCATION —– WALL OF BUILDING OVER TRUCK DOCK DOORS ' [ IN FRONT L 9Y CODEREOUIRED • OFFICE 3 I 0 �. �N A OUTDOOR SENSOR ASSEMBLY NQT A - D „..._ s[� INDOOR R/H E II SCALE. N.T.S. ------------- 1 THE ELE(TRICAL CONTRACTOR (EXCEPT AS NOTED) IS TOT FURNISH END --- S INDOOR ENTHALPY/TEMP INSTALL ALL CONDUITS, CABLE (BELDEN CABLE TO BE FURNISHED B1' TRW CP 1 J AND INSTALL ALL OWNER FURNISHED EQUIPMENT. ELECTRICAL N A E LOSS p CONTRACTOR SHALL INSTALL ALL CONTROL CABLE IN 1/2" CONDUIT, I _ _....... 1I'�" IF CABLE IS BELOW THE BAR JOISTS OR INSIDE WALLS AS REQUIRED --� if-- ,rBY CODE. SCALE: N.T.S. • - - 2. THE ELECTRICAL CONTRACTOR (EXCEPT AS NOTED) IS TO INSTALL THE NOVAR FURNISHED NODULE BACKPLATES, ENCLOSURES, TRANSFORMERS, I RELAYS AND OUTDOOR SENSORS. '1 3. THE ELECTRICAL CONTRACTOR IS TO MAKE ALL TERMINATIONS (EXCEPT AS NOTED). COMMUNICATION CABLE TO lommumwarammummoi 4 NOVAR IS TO PROGRAM AND PERFORM FINAL SYSTEM CHECKOIJT. EXECUTIVE CONTROLLER IZ4 5. THE NOVAR (ETM-2051) ELECTRONIC THERMOSTAT MODULE IS FACTORY ____ II 1 ' �! INSTALLED IN NEW LENNOX ROOF TOP UNITS (SEE DETAIL 4). ZONE 39 40 41FIV._ . (. TEMPERATURE SENSORS ARE FURNISHED WITH AND ARE PACKAGED WITHIN I I I I THE ROOF TOP UNIT. SENSORS ARE MOUNTED 8i THE ELECTRICAL CON- LOW VOLTAGE I R I TRACTOR AND SHALL BE WIRED FROM THE RTU TO THE SENSOR LOCATION JUNCTION 80X I I Notional Office EY THE ELECTRICAL CONTRACTOR. _ I I I t THE NOVAR (ETM-2020) ELECTRONIC THERMOSTAT MODULE IS FIELD IN- TB1 I I I 461 From Road • STALLED BY THE MECHANICAL CONTRACTOR IN EXISTING ROOF TOP UNITS 0 0 1 i �� I Paramus, Ni 07652 (SEE DETAIL 3). SENSORS ARE MOUNTED BY THE ELECTRICAL CONTRACTOR -_ AND SHALL BE WIRED FROM THE BAR JOIST AREA TO THE SENSOR LOC- • 2 1 i (201) 599-7800 • ATION BY THE ELECTRICAL CON TRACTOR. SHLB _ 1 I EC 7 ALL INQUIRIES PERTAINING TO THE ENERGY MANAGEMENT AND CONTROL- 0—__ � 3 _ ._ - __J T t_ 1 NOVAR EXECUTIVE SYSTEM SHOULD BE DIRECTED TO: I • ( R PROJECT MANAGEMENT GROUP 0 - 4 This drawing is the Exclusive Property of 3 CON NOVAR CONTROLS I TO NEXT TOYS "`>�� US• Tncy information ShUwn may 24 • BROWN ST Y • � 5 I RTU not be used nor the Drawings Reproduced -- ---- BARBERTON, OH 44203 (330) 745-0074 / m �` -0 6 I without permission of TOYS "51" US. ----------------- 8 ITEMS PROVIDED BY NOVAR: ,./....' O O O 1 1.. EXECUTIVE CONTROLLER BASE PLATE _..J I 1._._ - 1 1/4" CONDUIT 24VAC TRANSFORMERS I SH 0---- • 8 _- + __ _ - J Location OUTDOOR SENSOR ASSEMBLYRE-L) __________ PHASE LOSS SENSOR \-t 0 --0 9 TELEPHONE LINE REMOTE OVERR DE PANEL) - 0---'- 0 10 ' RELAY ENC!OSURE (CP-I NOTES: TIGARD , OR . BY OWNER PHONETM 2020/2024 (IF REQUIRED ON RETROFITS) ZONE 1 ZONE SENSOR PACKAGED IN BLOWER ��JACK 0-__--------Q 1 1 INDOOR HUMIDITY SENSOR SENSOR COMPARTMENT. INDOOR ENTHALPY/TEMP SENSOR 0- 0 12 2. DISCONNECT FACTORY EQUIPPED RETURN Drawing Title NII;C 1999-00244 9 ALL LOW VOLTAGE WIRING SHALL BE BELDEN 8761, EXCEPT AS NOTED. 0Q 13 AIR SENSOR (IF EQUIPPED) WHEN EM (NOVAR ) • I`.L(' 1999-00551 TERMINATING ZONE SENSOR. + t0 A NOVAR REPRESENTATIVE WILL BE SCHEDULED ON SITE (1) ONE DAY 0- Q 14 lit 11/ 1999-00223 4'--O" X 4 -0" PLYWOOD PANEL TO INSTALL THE EXECUTIVE CONTROLLER AND PERFORM THE SYSTEM 0 _-0 15 3. ELECTRICAL CONTRACTOR TO INSTALL • PLM M 1999-(1O'I�'1 ZONE SENSOR AND MAKE TERMINATICIN DOWNLOAD AND STARTUP IN ACCORDANCE WITH THE NATIONAL Scale Date 78i)ARTMt�r I rl r AGREEMENT BETWEEN NOVAR AND TRU. IF THE NOVAR AT SENSOR AND TBI IPG 77 of IfllREPRESENTATIVE CAN NOT COMPLETE Hl•, WORK BECAUSE THE AS NO1ED LUN 07 19"98 ONE LINE D OF ELECTRICAL AND/OR MECHANICAL CON TRACTORS WOrci' HAS NOT BEEN 'PLETEU. NOVAR WILL INVOICE TRU FOR AN AJ011IONAL TRIP, OR N N o� LOGIC DETAIL411111111111111111111111111. ,SME ON THE JOB LESheet No. M EN T SYSTEM (WITH NOVAR E_TM-2051 MODULE)ENERGYPANAGE A . O SCALE N.T.S. immimonammummiamminenummummummimmiLimummunimmaimmemammommimini . , SCALE: N.T.S. ' .,. . . • r , If this notice appears clearer than tilt. JUN 0 2 2000 1. ti cement, the document is of marginal quality. 1711C1•U1111111ed TilltilliiiiiiIIIIIIIIIIII i Illjl1l+i;l1l TTI ,1 I I• • i Iii 4 iii ii' li!. ' 'I i •i rl ii 1 ( ; I l i . I Iiiiilisiiiiili i ' ;iiiiitiiil!i iiiiillilliii! . ! I i Ili iiiiil THEN �MAdf IN CHINA ' l -_ _ - - t Simil ; 1.. . 1 �• _ __T_ __._ i-j- l-T� 1 1� 1� 1 1 Tf ,. kt ii .. 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