The URL can be used to link to this page

Plans BU P2010-00176 TARGET 9009 SW HALL BLVD 100 STRUCTURAL CALCULATIONS PERMIT SET 1 " A,,,,„,..,, k/., !' , 0 ' : , for the remodel of Jtk 2 9 2010 ogAvyk..- „ . ' ' 'T-0i45 TARGET STORE 9099 SW:Hall Blvd. I ' TARGET Tigard, OR 97223 Prepared for WASHINGTON ()TARGET SQUARs OR 1000 Nicol let Mall Minneapolis, Minnesota 55403 30 June 2010 ' ) 9..cp.tiC)Tuitiz ..11 PROPe l. , - ' /'' 7 ...ik' „1e;',..,,,...."..—--"..- ellia . /P' 2,4ds 64: /1' \,-, ,•go.4.-it' i Alm T. 15\)\ I EXPIRES ire $4,,10'It 1 Prepared by: ERICKSEN ROED&ASSOCIATES Consulting Engineers 2550 YAvenue, Suite 201S Saint Paul, Minnesota 55114 ' Katie Olson, Structural Contact 4 , . „ 'Nickseh Page No oeCI OC Associates Job—r- a t `,�...6.`1 f-4 Structural Engineers w Saint Paul Office Eau Claire Office Comm.No. ,w" l k 4""' 's"if�'N 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 , Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Date °� 1 1 •. Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Name °re't,') I " bur'{4 , 0 . 3/,-( Okurr-n t veke -C-- t,1\^cky- cwt I7ol \3, a }-- ----� V 10 -C-o, 1 2 SEISMIC DESIGN 200.7 CBC (2006 IBC - ASCE 7-05) SEISMIC LOAD SUMMARY SEISMIC PARAMETERS JOB: �t i` !i f;)* Eh(Base Shear)= 0.142 w Seismic Design Category= D COMM# tl 4 2 e a 54 `'t� E,,= +1-0.14D Soil Site Class= D DATE th 2 ( 4,15, Diaphragm= 0.142 w Seismic Use Group= I NAME. ':, Wall Design= 0.284 w Parapet Design= 0.341 w SS= 0.951 SDS= 0.710 Mech Equip= 0.341 w Si= 0.341 S01= 0.391 Wall Anchorage= 0.568 w R= 5 IP= 1.00 (Min)Wall Anchorage= 284 plf IE= 1.00 Spectral Response Acceleration Parameters(ASCE 7-05§11.4.31 Ss=`.;:;:.0.951-, Fa= 1.12 S1=. .`0:341'4' F = 1.72 Soil Site Class= D V (11.4-1)SI„is= 1.065 (11.4-2)SMI= 0.585838 Design Spectral Acceleration Parameters(ASCE 7-05§11.4.41 Building Category=Ln • ';`, Seismic Use Group= I Seismic Design Category= D (11.4-3) SDS= 0.710 (11.4-4) SDI= 0.391 Equivalent Lateral Force Procedure(ASCE 7-05§12.8) Base Shear V 0.142 W CT=i Ct=0.020,x=0.75 All Other BLDGS V C,(used)= 0.142 h11= g.A20`{1 ','' (12.8-2) Cs= 0.142 p= (12.8-5) Cs(min)= 0.010 I6= 1.00 (12.8-3) Cs(,,,ax)= 0.413 Eh= 0.142 W (12.8-7) T= 0.189 E = +I-0.14 D Nonstructural Components(ASCE 7-05 ch 13) Parapets Mech Equipment IP= Fp(used)=0.341 W IP=7f1,10*� c" Fp( n)= 0.341 W RP a e' (13.3-3) Fp(min)=0.213 W Rp= 40441`10,'` ? (13.3-3) Fp(min)= 0.213 W Sz z= 2( Q ' ,Oy (/13.3-2 F - 1.136 W z= 20p. ' 13.3-2 F - 1.136 W Mow i e�"� l ) p(max)- ( ) P(�) h= ,20 -, (13.3-1) Fp= 0.341 W h= ;20p: (13.3-1) Fp= 0.341 W ap= 1e :, ap=, ,.q oaf Structural Walls(ASCE 7-05 412.11) Wall Anchorage(ASCE 7-05 412.11.1) Fp(used)= 0.28 W Fp(used)= 0.568 W (12.11.1) Fp(min)= 0.10 W (12.11.1) Fp(mini)= 0.28 W (12.11.1) Fp= 0.284 W (12.11-1) Fp(min2)= 0.568 W (12.11.2-b) Fp(min3)= 284 plf Diaphragms(ASCE 7-05 §12.10.1.1) Fp(used)= 0.142 W Fp= 0.142 W 3 JOB TITLE Target T-345 Washington Square,OR CALCULATED BY la no DATE 6/14/10 Wind Loads: ASCE 7-05 Components&Cladding: Buildings h560' Importance Factor 1.00 Basic Wind speed 95 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 20.0 ft Parapet ht above grd 26.0 ft Exposure Category B Enclosure Classif. Enclosed Building Internal pressure +1-0.18 Building length(L) 375.0 ft Least width (B) 334.0 ft Kh case 1 0.701 Kh case 2 0.624 Kzt 1.000 j G 0.850 Rooftop Structures&Equipment Dist from mean roof height to centroid of Af= 2.4 ft Gust Effect Factor (G)= 0.85 Height of equipment(he) = 4.8 ft Base pressure(qz)= 13.0 Kd psf Cross-Section Square Directionality (1(d) 0.90 Width (D) 14.7 ft h/D = 0.33 Type of Surface N/A Square(wind along diagonal) Square(wind normal to face) Cf = 1.00 Cf = 1.30 Af = 70.0 sf Af = 70.0 sf Adjustment Factor(Adj)= 1.90 Adjustment Factor(Adj)= 1.900 F=qz G Cf Af Adj= 23.3 Af F=qz G Cf Af Adj= 30.3 Af F= 1630 lbs F = 2118 lbs { 0S[WINECT I---1 I YEN CHANNEL I CONTROL PANELS TOP VIEW E 176.960 (449481 EXHAUST FAN DETAIL A y ,2000 , �7Z° MAx A 1 304.8) . . . . . . I -,� 3100 I . . r 56.035 57020 • 787.4) MAX• . • -—— (14233)1 14483) �,_—�_ • • • • _ �. o•o•o•o•o•o•o•o•o .0.0.0.0\0.0.0.0.0= . 1101111.11.MOM.1011101011 MI�. I. , © b tb ► a FINN POWER ENTRANCE PANEL TO ACCESS 121 886.°4 1 CTR TO CTR (4184.6 8450 1 INTERIOR COMPONENTS. MOUNTIE HOLES 88.000 5T U0°NTTHISSINE. ACCESS PANEL REAR VIEW (22352..OVERALL FRAME FRONT VIEW 7 INCH CENTERS ON CIRCUITS. 94.613 OVERALL OUTSIDE DIM. 124032) END VIEW CONTROL PANEL END VIEW • ------- -- -- SHEET 1 OF 3 BOTTOM VIEW NOTES APPLICABLE UNI ESS OTHERWISE SPECIFIED TO NOT SCALE LINEAR DIMENSIONS±.O3(/I Al MM I FACE SIDE SHOWN AN5INM DIMENSIONS z 2' DIMENSIONS TO THE OUTSIDE HOLE TO HOLE A.010"115 HP PART TO BE FREE OF BURRS,SHAW EDGES,ARO CORNERS SHIPPING WEIGHT: 4300 LBS THIS ROLUMENI CONTAINS PROPRIETARY REV ED MATERIAL MEMOOOWX IHUSSmwnn. KowcR INFORMATION OF THE NUSSMANN CORPORATION IT IS TRANSMOTEO TO YOU IN CONFIOEXCE ANT _ FINISH UK UP An 3�rssr�Lli bu3inw, TRUST,ATM IS TO BE RETURNED UPON REQUEST. REYISEO SHEET STRIWAYO P�IA7 DIM.EXT ITS CONTENTS MAY NOT BE DISCLOSED IN WHOLE REV DATE �^ Ck ) \A-le i '^� / /goo f� OR IN PART TO OTHERS OR USED FOR OTHER THAN 17 JAN 07 _ WET .stale "RKr� - -� MOA HOUSING[H 2 PIECE Iffill v /�.'I a 57 y '-/T THE PURPOSE FOR WHICH TRANSMHIEO WITHOUT WET THE PRIOR WRITTEN PERMISSION OF HUSSMANN REV BY - (HOE mum PAR T ..._ L/ CORPORATION. [EH -SUPERSEOEA mirsisturzrancuilezzawm RIMER t REV 0712068 f AEVIVAO RK RN {APPROVED RY am EEN MUDS I/I rn/m .'vick52h Page No 5 Roed & Associates Job -7 , azl 4 k.Q 1-, Structural Engineers Saint Paul Office Eau Claire Office Comm.No. 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Date to _ "( Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Name le,-4-(-‘c, '5"x I- '1 " k° t" him xj &DC) 1^r+- 1L � I L-t`eVir aO'0- • LoCcA -?--C) ,,,��\or-. . (s.a c ! ck-ed, - ra-`° car--1y 1_ >60 x ( ti)(7f s) = CI,�`� (94\ r - vo,vi-kl 1.c __\ C wk-OR.+Cwto cb') CIS uo-4 \ 2;fr\0 /O rri - I II x -.256k/ft -.132k/ft ■■■■ ■■ ■■ — — -— _�TT� �T ��T. .! nil 'fli , v �� A,n. ♦. Al_ 2 3 0.366 0.659 1.818 Loads: BLC 1, Results for LC 1, Y-direction Reaction units are k and k-ft T-345 Washington Square, OR RTCR Compressor June 14, 2010 at 11:39 AM untitled.r3d Cpticksen Page No 7 oed & Associates Job ° , Welt:.Vit i »-�re foe Structural Engineers ��// Saint Paul Office Eau Claire Office Comm.No. . 10-54-{") 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 Date (Q" —P Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Telephone: 651-251-7570 Telephone: 715-552-5336 NameY�C� Facsimile: 651-251-7578 Facsimile: 715-552-5373 N-cw Y-z 1.47-c)--S --4' l 0 CaYTY- S i..- I cS:1-1 i- P:- (' 's ‘k=9-s.C--) (\9'-TS 4')(9'- 1'6 Jr ■\- I D''' uu,A, ' c?Icos#- over----\'vvr)\r-` J =10 N � `Ib rv-i = ( �(! -* ), (� "- - 9C`' s8 4-16 c9 --T, c_ , tenel b z. 9 t8.5`,/ , .,_ ..,. ) ,, 41As X I X X, 0 Se, 1C Loud {{ .F2- O.-- 2-11 /-A. Z O,-3 Li 1 L " 1(0 3-71k \r y tb + I t0 ') o ove.-kw, : irr 03-1 )t 2 S.1,(1-- 6 I a- 1 T C 7 '''-''. b -`- 144 s -!— sl l� Z- fit,, 7E � 2 +� �. 1.....0.3c-ct P J,. i (I - - \(-VL - (g5-Ncae hSr..---- 0 00 '. o CD Ltl,0�!,P► P► 49 TOP VIEW .t..4, -..,,...„,,iiiiihiip' ENO VIEW 90500 -- - w CONTROL PANEL END VIEW 12298.71 ,_ 118000 1 2997.21 FULL TIME SEASONAL DISCHARGE DISCHARGE LINE 1.625 LINE 1.625" i PUMPOUT 375" SIDE VIEW 1 652441 - .✓/ CONTROL PANEL 52000 11320.8 1 1 58732 1 j/ \ \ 0 0 o X___: \:, D \I±31:,CO-- Illa • HIGH LOW RECEIVER MAIN LIOUIU (53341 —I 53341^ `I 5241 3YPASS LINE —. 112000 PRESSURIZATION LINE 1.375" I 2844.8 I 825" LINE.875" _ _ _ _ _ 86000 MOUNTING HOLES /, .._, `\ 1 218441 88000 I 2235.2) OVERALL FRAME 1 240839 9430) OVERALL OUTSIDE DIM. SHIPPING WEIGHT: 2775 LBS • _J OPERATING WEIGHT: 3025 LBS It - / v v NOTES APPLICABLEWNLESS OTHERWISE SPECIFIED BOTTOM VIEW OD NOT SLAW UKARRI81 DIMENSIONS II MMl FACE SIDE SHOWN ANGULAR OIMEISIONS t T DIMENSIONS TO THE OUTSIDE KBE TO HOSE!.010'/1.5 HMI PART TD BE FREE OF BURS.SHARP[WS,AND CORNERS THIS MUM/CONTAINS PROPRIETARY REV ED# MATERIAL LBO DYWN HUSSH1 Hff. KOXKA INFORMATION OF THE IRSSMANN CORPCR'AIEPo �:.� IT IS 1RANSMIITE0 TO 9011 IN CONHDEME AND - -- - - ---- - - FINISH BEND UP An )10001i01N1811d business TRUST,ARO 15 TO BE RETURNED UPON REQUEST ITS CONTENTS MAY NOT BE DISCS/SED IN WHILE REV QATE DIM EXT ra IN PART 10 OTHERS OR 500 FOR OTHER TORN �x u�, ," Q- MOA 2 X 2 CONO FRAME TARGET THE PURPOSE FOR WHICH TRANSMITTED MIMIC/ REV BY raxr AMU ,N @ THE PRIOR WRTTIEN PERMISSION OF IRUSMANN - _ t ourBtx PM7 CORPORATION. -091900ELF5- E0 It TRAM OAT SW A.. MIS mIA g ggyr !EHEI,ED BY CEN NFPT,nVEO Br CEH CEO 07159±0 1/1 In/rmr 1 FD CiAickse" Page No 9& Associates Job + S A b, tt Structural Engineers Saint Paul Office Eau Claire Office Comm.No. . r.)1 O" '(1 2550 University Avenue West,Ste.20I-S 3610 Oakwood Hills Parkway,Ste.#1 Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Date (0-1 cf"■ Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Name \ Yr\`) e Ccx 4ens(►- - n" x-7 � 2` xL`__1D, { 1\---d v)c\--1 'l7 A�_S GLSvu' C we. i 1-4 21.e r,\ d,ts.--'∎tpu-fcJ ■ I CVv r� Ce�. �e ■ 5 CC ��Yt�s[Jr \o \<Xiv-,c,\ rv,c-k cao > 1 1o4>(r9' 10 + I to c.L > 1787 Co"-t-E to " 1 � 19 totem 2S -11, f m= " cc'Dz--fr~ F °� �� .: -4 63 Dil 2 y �,1� It I o x, ! S� X \ = C): 1-1 I (34)aS 1031* 4—. 73„, r k COv+e-co`;t CiAicksev't Page No 1 0 Oed & Associates Job -T- 0-1-1 ..-z-:" W.th l �L +-C(iy2. Structural Engineers V l Saint Paul Office Eau Claire Office Comm.No. X0■0–SH 7 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Date In-1H'1 a Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Name .Yr?r� ' M'C'w \2-111-1-- Or' l t A . RCS` 3'IgX la j ' -Vii 1 �`f'--t�" .; q� i8'-0" , pcic-:trD owcA 3-e 'E\--4, '(7,--,ky,, 707 04 re.,,, 0„%1„-,,1 �1_•e,G;.:,a'v`F lyeo Loc o ... : (10ic:)s(-) ( S) . cg0 f:'4- t)1- }-O r1 z }D n S > 10-1 i ce' -I. L --- C©x--1 15 • b-j-o j-)51. -t- 7 Z -, fb font*- to_I " qtr gtJ 37030.y'-0" ' `-f'- t Yh 1-.o...0)°— Oa 41 't4,–.. t `n-)eks.c, �. LIqL1 6r–..- . ( N1ckse' Page No 11 oeci & Associates Job-7- 34-M" ktosi t i 1, Spexec. c s Structural Engineers ✓ (/ Saint Paul Office Eau Claire Office Comm.No. ,r01.0— SH1 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Date to—jL.{`1� Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Name \r`.11 CCD(Thje o C e.Q— C,D \,c)e-r-)\ 1, C7 C Cov4NruoN S� d,or� Ccar,(,YCasio*-. arc� r 5 11 p `°°t Cati �a� s�i) E t c 3'/t� scr (037) ;n 4; F.L C o � 3‘(€1)(DY.1?) -e F c Y x, mot\\0•.-et r °�}Cr• �c}7h' bt - -` Cr..) ,,tk\, , ) Eiticksen Page Nsto 1 2 OE d & Associates Job 'T-.3`15 �Gt.41-��-y' ^. UcwG 1C$t Structural Engineers Saint Paul Office Eau Claire Office Comm.No. ,P0.10—',S4-17 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 Date Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Name I4,r"K7 - C.) (--);\,c r,--s . e co.h.\--,` 1 )\or- �!(°�l,1c 7—S C1✓) 3 x 31 i �./....1F-..v 6 i 4-14` spel,,-__ -7 l-b"cc-LI-J;let., e,et c),1 rrtkx) alto w. ..vets, mac,r.. e_ cokuyv,r- = 73 ,5..• 0-1-3-0 v,-, JA..ta r„, y,„, cl F3-".1 (, (i 3.14-1 Y 3 b r .& 4-i - V vl 1 -3 a'' O" sit r, . rv-' 00\0wab1_e 'f )Ch 3D,,` k. l Z .Jt ) (a 1 r .. u.-z (as-e. .) ,39' r ig:Tue 7-_,, .. c)4--P3*- 4- S'Ec54-("- --:7-72-- ert - 3"-f 1S-.14' = asw r-e. I i� 'c- Ic :". Q earl-, vA lt-, C�� v J. r' 4 t . 0 ' ')\ I I b' t, coj . , 7 `/ \/ L 1-}-)(o+ LL `gjv ,43- . I �I UI Li _ A ' -7 ' 1 , 33 / / )`1 / 4 mw>aX, 2 (01,0-) S$..o3 - t°(q.3 C -k.- rnr".a-t- - \4-I3, --k r1,r^.ay, z 1 Ho),a -k ✓Y1r to S vct -k.- c ' Nicksen 13 Page No oed & Associates Job —7- 34-IS 1"-.14 '1t rq'f l?-.) i�rC`1�1�. Structural Engineers ( Saint Paul Office Eau Claire Office Comm.No. .=O I O -5'17 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 Date \a-144 ' 10 Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Name )c-r'`b LE ( \ \i CO ■> C_P r ‘,.P,),e).e ak 3\k.) 00--, (9tectc-A41 Go I tlS (sno-,.., o 1 6 L., = I 'f- (r*le-,/ ,,,) V.....i`( ir.:-‘2. .' C. to iitt +01 1 r 1,a � ',� I•� (o93xn*) z3,0 a be `�� 2 123 �� `� /1,to .2'@Nct� 1,►'s) - (_,L, ,_ 1.±_34 0 , t 1 4-3 rc, );.... ,-0 © - . "\)14( (\ It,(S' ).P,S)VV. C v --.. (7.-- _ //b b c:b0 cc:-+{-aAJ ot...,, ivL ,. r ' (4-/-) (.Dt-iors:,) (1,1Z-)(0 tba3) -.. . 0-110 ' fiqs 5 ) ( ). (\c°°) L.► maea- # t 50 1`"- • cry o crDl ° (oer tc5-7 . e- -Pe,110 , = 73tsL C. ) (7-71.-Act, -- vicksen 14 Q Page No ( Oe� OC Associates 1. Job T° 347°5 �U,ShI rq -e1 C1C» Structural Engineers L/ 1 Saint Paul Office Eau Claire Office Comm.No. . C)l�—.� 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 Date 14 " Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Narne Rem CU ( ) • Cs) `vy\\,r-- i'3,c aa-' is 1 c--E - l �� O y 5 �, 5 -oN . (say— 7w t 4 -, a.s 1 -1 t 5c_" i=>›'-F • New J cptdo.--` a l t(D,cs(-)L t P• 0) --'- i ,? (la- .1)- )/? ' -7, )-* ' (.; [ (_,L) ee, p , LA,■■,..-‘ ..,,..‹,-6:4- c.4_<..) rte/ // � 1>" CO C /s �/!�t � � � � �� `^� r � L D� �"YYlVV •^'GAS VY�1 Gd(yam �- k. �� /Ym,�V' z 1'I'O. 0 C st— t '• b Cet $st,, c7 '' lk 75p d0'-- '1()* �- orb ! / /0' /0 , E. \ 1 L,. E . y'-O "1" t-o ta°1'E` s'l�,(.ol-" s Ian 71" t h,t,,, 5 51 1^- '{Y ra- z S-4-t a t r- F— [..- T b ' mI "S S5 i�-°k r,o p / 3 72 ;r 3 c-1 ri C v• ick sen Page No 5 -ROed & Associates Job"T=3`{S \,,kak , .,r � •'p,,<._. Structural Engineers Saint Paul Office Eau Claire Office Comm.No. C 1t;) _ '_ —1 2550 University Avenue West,Ste.201-S 3610 Oakwood Hills Parkway,Ste.#1 Date r _I Saint Paul,Minnesota 55114-1904 Eau Claire,Wisconsin 54701 CD Telephone: 651-251-7570 Telephone: 715-552-5336 Facsimile: 651-251-7578 Facsimile: 715-552-5373 Name -t'}"xD . C.--)u‘vAl,%, ,S*'\Y.-)S e....-- -F Y+YL;) i. �ris5 x 4t1(*a x . " 1 , st, ,-4mcA Z II& 'S s ,\ ,„4�c.1 ci-C . -,-a tw Q c.-cr.,---'' c,\S0,., *o (r) (h1'°' .. X011 900-e■ la v-a c�?c., a p arr 7(44, s,i< 1, \` ir,/ tsc2.xy l'- 1 Lt caw ,t- �C i-c , t-.,� r,l t!sS`- xH ,, =_ { 1 3o-trs 6r____::____� t.. = b , p11 = ei Ie sago L/- ok t C.flYnre.cfio� •to �A `Tar<.\ 'R , 19 ( ( (s ttsS) ii3pl.f-)`a/ i-f)) .3cor -cc o*, .. (.( -.:,- VA --..._ 1 .s-D**-- 7c0),-, -(._c* k...„ IBS v`,- ^- Sb k OF i,�. 004 -0.( - 7 tO 1.cx-G1 i {„v,i-d , Ci-C a.' �� - '(a x s`' x s -./ C. - 3l1 ` 15 `- e_ 0' VOfi •1� '' . ) l'-' 1 '7' 4 °gE stems* s�S— I ,la tt c,-v, a *.s A ,vice. -c ,„/ Itco '11€¢-. (ex- let 0.-rci; 16 MINI Iwww.nllti.us PROFIS Anchor 2.0.9 Company: Page: 1 Specifier: Project: T-345 Wash.Square Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date: 6/28/2010 E-Mail: • Specifier's comments: 1. Input data Anchor type and diameter. HIT-RE 500-SD+HAS,3/4 Effective embedment depth: h,,,P"=3.440 in.(h,,., =3.250 in.) 11.4111.11"1 ' Material: ASTM F 568M Class 5.8 Evaluation Service Report:: ESR 2322 Issued I Valid: 11/1/2007 I- Proof: design method ACI 318/AC308 Stand-off installation: e,=0.000 in.(no stand-off);t=0.500 in. Anchor plate: Ix x I,x t=7.000 x 5.000 x 0.500 in.(Recommended plate thickness:not calculated) Profile Rectangular HSS(AISC);(L x W x T)=6.000 in.x 4.000 in.x 0.313 in. Base material: cracked concrete,4000,f'=4000 psi;h=5.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,installation condition:dry Reinforcement: condition B;no supplemental splitting reinforcement present iedge reinforcement:none or<No.4 bar Geometry(in.] Ay Z [ , 0 'f'010.141?:t 444 I 4-46 ii,v,d13$ 5 .rt--ts:; ,`;v^,'4; "s.?ix`'�;,,., €k;. iii;, �a.; q f ;-`mot ,��J� ,y,.'k#:� -"�i;% t' F,�,Ai ?eF,.;!:;�;'"S° ; cI E:,,:. rr�•; ..._.._.. —... ., t-0.500 ��a *�;�.I :"�' ::r';.,4,Y0,�•:.��:t :��:t-.� x h,=3.440 I �:;;)t t# ;i fas, : v. ; : p! `a: _ k� O � . a �� z �, s h 5.000 ., ram. ,n'fl4z`'"X O ii4' e k4. . ' :i' ,u s�.,p• ,: -; P ','Y'r t. -4,t 1 ax ?tii::d;;b .pajsk'"d,=i,'.ee.ir;�d".;i:YC ,r :t2: '#: 0.51,. y'r; ;;i;.:NIk s,,,p:-t `eh' , ,0,?:acs:; ,, 4��E3.... ti ,'� 1 � a tit, `: Oyjl:Y.N�yih•;':X'i�iYg, M'1:¢'Cr, C'ta "r�Y Nth 1 2,. A -of ,NVO{C,;, Ix=7.000 1 N k 115 1:S"� u'�:�r�ati��r,b'n,`�Fi L°S°tn.Yu:;•�t�++r.,y�3'^gk,a.a 24.000 4.000 iLoading[lb,in.-114 Goveming loads Goveming loads(Load case 1) E N =500 V,,=0 N 500 Mz=0.000 My=0.000 Vx 1500 Z V, 0 Mx 0.000 Y X M' 0.000 LMx 0.000 x Eccentricity(structural section)[in.] ex=0.000; e,=0.000 ( Seismic loads(cracked concrete assumed;categories C,D,E,or F):yes t Vx=1500 Mx=0.000 ((( Input data and results must be checked for agreement with the existing conditions and for plausibility! I PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan t • 17 I10II Lair I www.hiltl.us PROFIS Anchor 2.0.9 Company: Page: 2 Specifier: Project: T-345 Wash.Square Address: Sub-Project I Pos,No.: Phone I Fax: -I- Date: 6/28/2010 E-Mail: 2. Load case/Resulting anchor forces Load case(governing): Anchor reactions[ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 500 1500 1500 0 y max.concrete compressive strain[%o]: 0.00 Te ion max.concrete compressive stress[psi]:0 x resulting tension force in(x/y)=(0,000/0.000)[lb]:500 resulting compression force in(x/y)=(0/0)[lb]:0 3.Tension load Proof Load Nu,[lb] Capacity 4N,[lb] Utilization RN[%]=N,JoN, Status . Steel Strength* 500 11822 4 OK Bond Strength** 500 2045 24 OK Concrete Breakout Strength** 500 2486 20 OK *most unfavorable anchor **anchor group(anchors in tension) Steel Strength N.[lb] m O..i.ma 4N..[ib] N.[lb] 24250 0.650 0.750 11822 500 ( Bond Strength AN,[in2] AN.o[in2] s,r,N,[in.] c,N,(in.] c[in.] c,e[in.] h„[in.] 76.50 81.00 9.000 4.500 4.000 5.929 3.000 k,,„ Tk, r,25m[psi] Ktlry Taw[psi] tik,m....,[psi] WaN.o WO.N. 17 7 2065 1.00 7 1000 790 1.000 1.000 eet,N[in.] W,.,,N, e02,N[in.] Wec2,N2 Wr,NO WeaN. 0.000 1.000 0.000 1.000 1.000 0.967 N.o[lb] Oseama aN,»b t aN,o[lb] N.,[lb] 7069 0.650 0.750 0.650 2045 500 i. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 18 • II1TI www.hiiti.us PROFIS Anchor 2.0.9 Company: Page: 3 Specifier: Project: T-345 Wash.Square Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date: 6/28/2010 E-Mail: Concrete Breakout Strength ANA[in2] AN.fin2] c[in.] c.,[in.] he[in.] 76.50 81.00 4.000 5.929 3.000 e,15[In.] 144." e,2,N[in.] y�.c2,N �ed,N Wcp,N kcr 0.000 1.000 0.000 1.000 0.967 1.000 17.000 ( Nb[lb] �...m. •Npb,[lb] N.[lb] 5587 0.650 0.750 2486 500 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003-2009 HlltI AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 19 I■•III6TI www.hilti.us PROFIS Anchor 2.0.9 Company: Page: 4 Specifier: Project: T-345 Wash.Square Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date: 6/28/2010 E-Mail: 4.Shear load Proof Load V.[Ib] Capacity 4)V.[lb] Utilization R,[%]=V./0V. Status Steel Strength* 1500 4583 33 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength** 1500 4405 34 OK Concrete edge failure in direction 1500 1820 82 OK x+.* *most unfavorable anchor **anchor group(relevant anchors) Steel Strength V.[lb] 4) 4401.mm 0V..[lb] V.[lb] 10185 0.600 0.750 4583 1500 Pryout Strength(bond relevant) A.[in2] AN.O[in2] Ser,N.[in.] c.,,N.[in.] c[in.] c.e[in.] h.1[in.] 76.50 81.00 9.000 4.500 4.000 5.929 3.000 k.,„ Tk,.rcr,2500[psi] Kdry Tk,*[psi] Tkmu,er[psi] Wu,N.a Wg,N. 17.000 2065 1.00 1000 790 1.000 1.000 en.v[in.] W.e,,N. ee2,2[in.] W.e2,N. W..N. W.d,N. kw 0.000 1.000 0.000 1.000 1.000 0.967 2.000 N..[Ib] 4) 4..bm). aNA.N 4)(X aVepo[Ib] V.[Ib] 7069 0.700 0.750 0.650 4405 1500 Concrete edge failure in direction x+ 1,[in.] d2[in.] c,[in.] A„e[in2] A„.[in2] 3.440 0.750 4.000 60.00 72.00 W.d,V W..v e„,[in.] W.e.v We.V 1.000 1.000 0.000 1.000 1.000 Ve[Ib] 4) d)., ,,6 4)Veeo[Ib] V.[Ib] 4160 0.700 0.750 1820 1500 ' 5.Combined tension and shear loads RN=N./4)N„ Rv=V./4)Vn 5 Utilization ]N,v[%] Status q = p0.245 0.824 5/3 82 OK '- RNV {+qq +]iN v<=1 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 20 i 1�■II�T� www.hilti.us PROFIS Anchor 2.0.9 Company: Page: 5 Specifier: Project: T-345 Wash.Square Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date: 6/28/2010 E-Mail: 6.Warnings •Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member.Condition B applies where such supplementary reinforcement is not provided,or where pullout or pryout strength govems. •Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions •The present version of the software does not account for special design provisions for overhead applications.Refer to related approval(e.g.section 4.1.1 of the ICC-ESR 2322)for details. •IBC 2006,Section 1908.1.16,requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure,if this is NOT the case,ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-D section D.3.3.3,or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. •Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! •The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 21 NI�T� www.hiiti.us PROFIS Anchor 2.0.9 Company: Page: 6 Specifier: Project: T-345 Wash.Square Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date: 6/28/2010 E-Mail: 7. Installation data Anchor plate,steel:- Anchor type and diameter:HIT-RE 500-SD+HAS,3/4 Profile:Rectangular HSS(AISC),6.000 in.x 4.000 in.x 0.313 in. Installation torque: 1200.000 in.-lb Hole diameter in the fixture:d,=0.813 in. Hole diameter in the base material:0.875 in. Plate thickness(input):0.500 in. Hole depth in the base material:3.440 in. Recommended plate thickness:not calculated Minimum thickness of the base material:5.190 in. m y o 0 0 0 IA o uc) CV c,j X /l > 1 • 0 0 0 0 w • N N 3.5000 3.5000 3.5000 3.5000 I , Coordinates Anchor(in.l Anchor x 1 0.000 0.000 24.000 4.000 24.000 24.000 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan I 4 PP H '0 JUL 29 2010 ,. . T-0345 Target Store T9009 SW Hall Blvd. .0345 Tigard, OR 97223 Project Code No: TARGET for TARGET STORES WASHINGTON A Division of Target Corporation 50 South 10th Street 9 OR Suite 400, TP3-1020 SQUARE, Minneapolis, Minnesota 55403 01 July 2010 SALES FLOOR AND STOCK ROOM Prepared by: STRUCTURAL FIXTURE ()TARGET CALCULATIONS Property Development 50 South 10th Street s_.• — • . Suite 400, TP3-1020 Minneapolis, Minnesota 55403 ta, & neaseV, FAX (612) 761-3323 4 to 4, OREGOttip , Gerald Schwientek, Structural Contact tr;14.%,141..1_°,.,-,7-■ z';' TEL. (612) 761-3206 -s:er""•'' 7/ _..i.„, t / , TARGET Index STRUCTURAL FIXTURE AND RACKING CALCULATIONS TABLE OF CONTENTS - GROUND LEVEL 0.0 Index Pages 1 to 4 1.0 General Information Pages 5 to 8 1.1 Drawings 1.2 Loadings 1.2.1 Gravity Loadings 1.2.2 Loading Plaque 1.2.3 Lateral Loadings 1.2.4 Dynamic Amplification-Not Used for Slab on Grade 2.0 Light Duty Shelving Pages 9 to 16 2.1 Description 2.2 Loading Criteria and Material 2.3 Shelf Beams Design 2.4 Post Design 2.4.1 Allowable Axial Loading 2.4.2 Allowable Moment 2.5 Transverse Lateral Seismic Design 2.5.1 Base Shear 2.5.2 Design Forces 2.5.3 Combined Stresses at Post 2.5.4 Spreader Connection 2.5.5 Shear Values of SMS 2.6 Longitudinal Lateral Seismic Design 2.6.1 Base Shear 2.6.2 Shear Panel 2.6.3 Back Brace 2.6.4 Biaxial Bending in Post 2.7 Stability 2.7.1 Anchorage to Slab 2.7.2 Back to Back Attachment T0345■Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 1 0 TARGET Index 3.0 Sales Floor Gondolas Pages 17 to 30 3.1 Description 3.2 Loading Criteria/Material 3.3 Shelf Design 3.4 Post Design 3.4.1 Loading to Post-Gravity 3.4.2 Fundamental Period of Shelving 3.4.3 Transverse Seismic Loading 3.5 Capacity of Posts 3.6 Combined Stresses at Post 3.7 Base Design 3.7.1 Base Capacity and Buckling Check 3.7.2 Connection to Post 3.8 Transverse Overturning 3.8.1 Base Anchorage 3.9 Alternate Attachment to Wall 3.9.1 Verify Blocking 3.9.1.1 Blocking 3.9.1.2 Fixture to Blocking 3.9.1.3 Blocking to Stud 3.9.2 Stud Design 3.10 Longitudinal Seismic Design 3.11 Longitudinal Seismic Connection to Wall 3.12 Anchorage to Slab 3.13 Stability of Gondolas under 8'-0" tall 4.0 Heavy Duty Pallet Rack Shelving Pages 31 to 56 4.1 Description 4.2 Loading Criteria/Material 4.3 Wire Decking 4.4 Beam Design 4.4.1 4" Deep Beam 4.4.2 6" Deep Beam 4.5 Beam Connections 4.5.1 Pin Capacity 4.5.2 Two Pin Capacity 4.5.3 Four Pin Capacity 4.5.4 Uplift Resistance 4.6 Standard Frame Post Capacity 4.6.1 Allowable Axial Load 4.6.2 Allowable Bending Moment 4.7 Unbraced Frame Post Capacity-Not Used T0345_Washington_Square,OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xis Page 2 TARGET Index 4.8 Over Conveyor Post Capacity 4.8.1 Allowable Axial Load 4.8.2 Allowable Bending Moment 4.8.3 Verify Flare Bevel Weld 4.9 Strut Capacity 4.9.1 Allowable Axial Load 4.9.2 Allowable Bending Moment 4.9.3 Allowable Tension 4.10 Double Strut Capacity 4.10.1 Allowable Axial Load 4.10.2 Allowable Bending Moment 4.11 Unbraced Frame(Reinforced)Post Capacity-Not Used 4.12 Over Conveyor Beam/Strut Capacity 4.12.1 Allowable Axial Capacity 4.12.1 Allowable Bending Capacity 4.12.2 Allowable Tension Capacity 4.13 Standard Frame Transverse Seismic Design 4.13.1 Base Shear 4.13.2 Design Forces 4.13.3 Verify Post Capacity 4.13.4 Verify Brace Capacity 4.13.5 Frame Loading at Top Tier only 4.13.5.1 Verify Post Capacity 4.13.5.2 Verify Brace Capacity 4.13.6 Verify Frame Analysis for 12'-0" Span 4.14 Standard Frame Longitudinal Seismic Design 4.14.1 Base Shear and Fundamental Period 4.14.2 Design Forces 4.14.3 Base Shear Distribution 4.14.4 Verify Post Capacity 4.14.5 Verify Beam Connection 4.15 Unbraced Frame Transverse Seismic Design -Not Used 4.16 Unbraced Frame Longitudinal Seismic Design -Not Used 4.17 Over Conveyor Transverse Seismic Design 4.17.1 Base Shear and Distribution 4.17.2 Verify Post Capacity 4.17.3 Verify Brace Capacity 4.17.4 Verify Bottom Tube Tension 4.17.5 Verify Frame Spacer 4.17.7 Overturning 4.18 Over Conveyor Longitudinal Seismic Design 4.18.1 Base Shear and Fundamental Period 4.18.2 Design Forces 4.18.3 Verify Post Capacity 4.19 Weld Capacity Calculations 4.20 Base Plate Analysis T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xIs Page 3 0 TARGET Index Page Not Used T0345_Washington_Square,OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xis Page 4 0 TARGET General Information 1.General Information The enclosed calculations correspond to Target Corporation's Store and Stockroom Fixtures. These calculations are provided for Building Official Plan Review. All components are shop fabricated. All welding is performed in a certified fabrication shop with no field welding. Design Code= 2007 CBC Additional reference to the 2008 RMI 1.1 Drawings SR 11 Fixture Anchorage Plan SR51 Heavy Duty Stockroom Racking SR52 Light Duty Stockroom Shelving SR53 Gondola Sales Floor Shelving 1.2 Loading 1.2.1 Gravity(Vertical) All permissible loading is governed by Target Store Operations and verified through these calculations. The design loading used in these calculations are a conservative when compared to the actual static loading typically experienced in normal Store operations. Pallet Rack Loading: Pallet design load = 2050 lbs(4'wide x 4'high x 4'deep)- Includes 50#additional pallet DL #of Loaded Tiers= 2 Light Duty Shelving: Shelf storage volume=2' deep *4' wide* 30" tall * 5 pcf= 100 lbs. Say 120 lbs Storage unit volume=2' deep * (12' tall) *4' wide x 5 pcf=480 lbs. Say 560 lbs Gondola Loading: Shelf storage volume=2' deep *4' wide* 30"tall*7. 5 pcf= 150 lbs. Say 150 lbs Single sided storage=2' deep * 94"tall * 4' wide x 7.5 pcf=470 lbs. Say 900 lbs 1.2.2 Loading Plaque A plaque denoting the following design capacities will be posted in the Target Store. See sheet SRI I for exacting wording,size and placement location. Maximum Load(lbs) Type of Unit Per Tier Per Bay Heavy Duty Pallet Rack,Two Tier(8'-0) 4100 8200 Heavy Duty Pallet Rack,Two Tier(12'-0) 6200 8200 Heavy Duty Pallet Rack,Over Conveyor 4100 8200 Light Duty Shelving 120 560 Sales Floor Gondolas 150 900 �P DI Tier \ *P L Tier ,� ___ �J <--Bay--> Pallet Rack Pallet Rack and Gondola Longitudinal elevation Transverse elevations 1.2.3 Lateral(Seismic) T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xis Page 5 0 .IARGET General Information . Designed for 2007 CBC Seismic Category D* Where: R= 4.0 Rack with Diagonal Bracing 4.0 Rack with Moment Frame Action 2.9 Gondola W= 0.67*PLrf PL+DL+0.25*LL *Downward Case*DL= (1.0+0.14SDS) *Uplift Case*DL= (0.6-0.14SDS) Elevated Store(Y or N)= N Importance Factor I= 1.0 IBC Seismic Use Group = I Site Class = D Short Period Ss = 0.951 g One Second Period S1 = 0.342 g Site Coefficient Fa = 1.120 Sms = Fa*Ss = 1.065 Sds=0.67*Sms= 0.713 Site Coefficient Fv = 1.716 Sm1 = Fv*S1 = 0.587 Sd1=0.67*Sm1= 0.393 _ Table 1615.1.2(1)Site Coefficient Fa (2007 CBC) Site Class Mapped Spectral Response Acceleration at Short Periods A 0.80 0.80 0.80 0.80 0.80 B 1.00 1.00 1.00 1.00 1.00 C 1.20 1.20 1.10 1.00 1.00 D 1.60 1.40 1.20 1.10 1.00 E 2.50 1.70 1.20 0.90 0.90 F Table 1615.1.2(2)Site Coefficient Fv (2007 CBC) Site Class Mapped Spectral Response Acceleration at 1 Second Period A 0.80 0.80 0.80 0.80 0.80 B 1.00 1.00 1.00 1.00 1.00 C 1.70 1.60 1.50 1.40 1.30 D 2.40 2.00 1.80 1.60 1.50 E 3.50 3.20 2.80 2.40 2.40 F Table 1616.3(1) Short Period Seismic Design Category(2007 CBC) Value of Sds Seismic Use Group Sds<0.167g A A A 0.167g<Sds<0.33g B B C 0.338<Sds<0.50g C C D 0.508<Sds D* D* D* Table 1616.3(2) 1 Second Period Seismic Design Category(2007 CBC) Value of Sdl Seismic Use Group . Sd l<0.067g A A A , 0.0678<Shc<0.133g B B C 0.1338<Shc<0.20g C C D 0.208<Shc D* D* D* T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 6 1 0 FARGET' General Information Minimum Lateral Loading= 1.5%W per RMI Section 2.7 Seismic Loadings governing design by inspection RMI Section Seismic Response Coefficient Cs=(1.2*Sd1)/(R*T^0.67) 2.7.3 Max. Seismic Response Coefficient Csmax= (2.5*Sds)/(2.5*R) 2.7.3 Min. Seismic Response Coefficient Csmin= 0.14*Sds 2.7.3 Base Shear Equation V= Cs*Ip*Ws Pallet Rack and Light Duty Shelving V design braced anon Cs*Ip*Ws= 0.118 *W/T^0.67 Vmax braced Csmax*Ip*Ws= 0.178 *W Vmin bra eA Csmin*Ip*Ws= 0.100 *W V.n„memcnondnecho» Cs*Ip*ws= 0.118 *W/T^0.67 • Vr , Csmax*Ip*Ws= 0.178 *W Csmin*Ip*Ws= 0100 *W Design Seismic Base Shear Forces (Pallet Rack and Light Duty) V Braced action*0.7*= 0.083 *W/T^0.67 V Moment action*0.7*= 0.083 *W/T^0.67 * Design Forces can be multiplied by 0.7 per ASCE 7-05 12.4.2.3. Not reduced if using the Minimum Lateral Loading of 1.5%W T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 7 0 TARGE1" General Information • • Gondola V deSign Cs*Ip*Ws= 0.163 *W/T^0.67 V,n,, Csmax*Ip*Ws= 0.246 *W j V,n;,, Csmin*Ip*Ws= 0.100 *W Design Seismic Base Shear Forces (Gondola) V*0.7*= 0.114 *W/T^0.67 * Design Forces can be multiplied by 0.7 per ASCE 7-05 12.4.2.3. Not reduced if using the Minimum Lateral Loading of 1.5%W . 1.2.4 Lateral(Dynamic Amplification)-Not Used oA X � '° a :17.3 mg w , n� , .x P Rack/Shelving Type a� a; 4. a ° Std. Pallet Rack Transerve 0.00 0.41 444441- #DIV/0! #DIV/0! #DIV/0! Longitudinal ♦ 1.00 4444## #DIV/0! #DIV/0! #DIV/0! Over Conveyor Pallet Rack Transerve 0.75 1144#'# #DIV/0! #DIV/0! #DIVIO! Longitudinal 1.00 447/#/## #DIV/0! #DIV/0! #DIVIO! 1 Light Duty 1 Transerve 0.45 #4444 #DIVIO! #DIV/0! #DIVIO! Longitudinal 0.23 41444 #DIV/0! #DIV/0! #DIV/0! Gondolas Transerve 0.18 44444 #DIV/0! #DIV/0! #DIV/0! Longitudinal 0.00 0.11 14441 #DIV/0! #DIV/0! _ #DIV/0! x 1 a = _ x 0 { r K__22 }- 1 1 — + 2,8 fl } 1 co / 60 T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xis Page 8 0 TARGET. Light Duty Shelving 2.0 Light Duty Shelving 2.1 Description Light duty shelving consists of 5/8"wood shelves supported on metal beams that span between two sets of uprights. Beam span is always 4'-0". An upright is comprised of two vertical posts with metal spreaders between them yielding a depth of 2'-0". These uprights form a moment frame that is simply anchored to the floor at the base—no moment transfer. A design load of 5 pcf is utilized for the entire structure. Each shelf is checked to a slightly higher load to account for variable loading patterns. In Target Stores,these units are typically stocked sporadically with relatively light loads that seldom approach 5 pcf. 2.2 Loading criteria and material Shelf storage volume=2'deep*4'wide*30"tall*5 pcf= 100 lbs. Say 120 lbs Storage unit volume=2'deep*(12'tall)*4'wide x 5 pcf=480 lbs. Say 560 lbs Material:A653 ASLAII Grade 50. Fy=50 ksi. Fu=60 ksi. %elongation:22% in 2" 2.3 Shelf beam design-Detail 7/SR52 5/8"particleboard simply supported by two steel beams. Strength O.K. by inspection. Section properties: A= 0.1339 in rxx= 0.3055 in S>_= 1.67 fs t= 0.0625 in` ryy= 0.2498 in w=W/(4'*2) 15 plf Ixx= 0.012 in4 Sx= 0.0333 in3 1= 4 ft l yy= 0.008 in" fy= 50 ksi AISI C3.1.1a Mc= Se*fy Al = M" = S` * 'f' all S2 S2 Matt= 1.00 k*in Mact— �rl _ 30Ib*ft= 0.36 k*in _ 8 0.36 k*in < 1.00 k*in Mact<Mall-Design O.K. Verify deflection: Amax=1/180= 0.27 in =fact= 0.25 in Iprov>lregd Beam O.K. T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 9 0 TARSI' Light Duty Shelving 2.4 Determine post capacity-Detail 3/SR52 Gross section properties Net section properties t= 0.0625 in t= 0.0625 in Ag= 0.2287 in An= 0.1579 in Sxx= 0.0599 in Sx,= 0.0469 Syy= 0.0637 in Syy= 0.0411 r„= 0.4786 in rxx= 0.5375 in ryy= 0.3244 in ryy= 0.3138 in Ixx= 0.052 in4 Ixx= 0.046 in4 lyy= 0.024 in4 lyy= 0.016 in" C2= 1.8 fs 2.4.1 Determine P allowable Verify K value used Ix= 24 in klx/rx= 76 Fa= 24.35 ksi ly= 24 in kly/ry= 130 Fa= 8.84 ksi Kx= 1.7 Ky= 1.7 Pa= 8.84 *An AISI C4 A * _ F P 11 11 � Pa= 0.0877 Fn= 1.40 K Find Fn F = 1.01 Fn= .658^(Ic^2)*Fy Fn= 32.76 ksi Where: F = 6r _ - or F, = E 6 +6 ( kl , r Given: = 1 G*J + E C Ar„ _ (KO)� — and: a = * E r k 1 \ 1'c ) G = 11300 ksi kt= 1 J = 0.0028 in4 It= 20 in ro=(J/A)"2 0.1106 in Cam,= 0.005 E = 29000 ksi at= 12577.76 Fe= 49.479101 Bey= 49.67451 Fe= 49.674513 Use F,= 49.48 T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 10 0 TARGET Light Duty Shelving Pa= 0.0877 Fn= 2.87 K Use Pa= 1.40 K 2.4.2 Determine M allowable AISI C3.1.1 a Nominal Strength M„=Sefy M — M„ Se * f,, "" Mattxx= 1.40 k*in Maffyy= 1.23 k*in r S * M AISI C3.1.2 Lateral Buckling M = s * M M S S 50M„n = S2 S2 70 x-axis My= Fy*SfXx= 3.00 K Sf= Sfxx= 0.0599 in3 full cross section Sc= Sc.= 0.0469 in3 reduced cross section Me=Cb*ro*A*(6ey*6ef)2 = 20.00 k in Mc= My Mc= 2.995 k in Mattxx= 1.40 k*in Lateral Buckling does not control Maifyy= 1.16 k*in Lateral Buckling controls Mattxx= 1.40 k*in Maffyy= 1.16 k*in 2.5 Transverse seismic design 2.5.1 Base shear From Section 1.2.3 V= 0.09 W P= 280 lbs/post W= 194.60 lbs/post V post= 18.22 lbs Include Dynamic Multiplier when applicable T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 11 ARE Light Duty Shelving 2.5.2 Design forces Distribute lateral forces in proportion to distribution of mass V5 -► Height Weight wxhx Fi Vi V4 —► H5 144 82.8 11923.2 0.301 5.48 109 122.8 13385.2 0.337 6.15 V3 -► H4 74 122.8 9087.2 0.229 4.17 39 122.8 4789.2 0.121 2.20 V2 H3 4 122.8 491.2 0.012 0.23 574 39676 1.000 18.22 v� —► H? H1 2.5.3 Combined stresses at post P= 280 lbs Vmax= 18.22 lbs/post Mmax= 0.20 K in Pmax= 339 lbs AISI C5.2.1-1 R. f2,, *Cm, *M, for: S2Pc 0.15 M„ a, Pn reduces to: P + M = 0.41 <=1.0 Say O.K. P,, M ,, 2.5.4 Spreader connection-Detail 6/5R52 Mreqd 0.519 kin fsspreader= 1.199445 O.K. Sxspreader 0.4327 in Mcap= 1"-- 5231h+ 3"-- 523/hs= 2.03 k in \ 2/ \ 2/ where e-2t= 0.125 in alt Mcap= 3"*523 Ibs*1.33= 2.09 k in Use Mcap= 2.03 k in <=Mreqd O.K. See 6/SR52 for Spreader Configuration T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xis Page 12 0 TARGET Light Duty Shelving 2.5.5 Shear value of sheet metal screws #8 sheet metal screws d= 0.164 in Fu= 65 ksi per AISI E4.3 Spreader ti = 0.0625 in 16 ga post t2= 0.0625 in 16 ga spreader Since t2/t1 = 1.0 Pns= 4.2*(t23*d)5Fu2= 1.73 K Pns= 2.7*t1*d*Fut = 1.80 K Pns= 2.7 12*d*Fu2= 1.80 K Pns= 1.73 K 52= 3 Pa= 0.58 K Brace tt = 0.0673 in 15 ga brace t2= 0.0625 in 16 ga post Since t2/ti < 1.0 Pns= 4.2*(t23*d)5Fu2= 1.73 K P„5= 2.7*tt*d*Fut = 1.94 K Pns= 2.7*t2*d*Fu2= 1.80 K Pns= 1.73 K S2= 3 Pa= 0.58 K Back panel ti = 0.0239 in 24 ga panel t2= 0.0625 in 16 ga post Since t2/ti>2.5 Pfs= 2.7*tt*d*Fut = 0.69 K Pns= 0.69 K S2= 3 Pa= 0.23 K T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 13 TARGET Light Duty Shelving 2.6 Longitudinal seismic design 2.6.1 Base shear From Section 1.2.5 V= 0.094 W P= 560 lbs/unit W= 389.2 lbs/unit V unit= 36.44 lbs Includes Dynamic Multiplier when applicable 2.6.2 Shear panel scenario-Detail 2B/SR52 See Detail 2B/SR52 for details 24 ga panel w/#8 sms @ 24"o.c. t= 0.0239 in S2v= 1.67 fs AISI C3.2 length a= 148 in h/t= 2008.3682 depth h = 48 in 11E = 57.80339 F,y where: = 5.76 Since h/t= 2008.37 > 81.7918 Va=Vn/S2= 0.905 * E * k * t' 308.99 lb/ft h * S2 Screw shear governs @ 114.65 lb/ft Vreqd= 9.110251 plf/unit Vreqd <Vall O.K. 2.6.3 Back brace-Detail 2A/SR52 See Detail 2A/SR52 P=2 units*. 36.44101 lbs = 72.88 lbs per brace Tbrace= 72 lbs 15ga x 3/4"strap bracing Ag= 0.0505 in2 A F An= 0.03365 in2 T 1.01 K 1007 lbs> 72 lbs Tbrace<Tall O.K. T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 14 TARGET. Light Duty Shelving verify#8 screw at brace Vreqd= 72.15 lbs Van= 575.82 lbs Screw O.K. 2.6.4 Verify post bending in leg at brace Paxlai= 280 lbs Mbending=( 72.88 *3.5"arm)/4 posts= 0.06 Kin Combined interaction <, + Mac/ 0.26 <=1.0 O.K. P,n M<,n 2.7 Overturning stability ASCE 7-05 12.4.2.3 per"Eq. 5"(Gravity)"Eq. 8"(Uplift) h=144" Veq, h'= 1.15*h/2= 82.8 in h' Peg = Veq = 44.00 lbs 48" 1 I P,,,,,,.,,, ± = 96.03 lb downward Peq PeQ 351.97 lb downward h=144" %j;%��/ ►�CLI LII VeQ h'= 144-(20"/2)= 134 in Weq= 120 lbs h' 0.7 *V *h' Peg 24'y 43.91 lbs 8.05 lb downward Governs 87.95 lb downward Peq Peq T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xis Page 15 TAR E Light Duty Shelving Use 3/8"diameter x 3"anchor. Simpson Titen HD Screw Anchor ICC ESR-2713/LARR 25741. Allowable value in fc'=2500psi in accordance with ACI D.3.3.3: Tall= 602 lbs T= 0.00 lbs Tall>T-->O.K. 2.7.1 Anchoring pattern Anchor all perimeter legs of shelving to floor. At back-to-back units,screw adjacent uprights together at 24"o.c.with#8 sms. Moment o.k. by inspection and overturning tension=0(4'base for double units). Shear is resisted by 2 anchors: V * w * 2 units V _ _ 36.4 lbs 2 anchors Vall= 1284 lbs Vail>V-->O.K. 2.7.2 Back-to-back attachments In back-to-back configurations,the posts are screwed together with a#8 sms at 24"o.c.for the full height of the upright. V= 104.8662 lbs ShearFlow= VQ Q=A'ybat 7.5792 in I A'= 0.3158 in =(2"Anet) I=[I., +Ad,2)+(1_, +Ad,"),*2 I= 728.93 in4 ShearFlow= 1.09 lbs/in 26.17 lbs/2 ft < 523 lbs O.K. T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 16 0 TARGET Gondolas 3.0 Sales Floor Gondolas 3.1 Description Sales floor gondolas are floor mounted display shelving for general merchandise. The gondolas analyzed here are only units 96" in height or greater On drawing sheet SR11, all gondolas 96" and higher are identified. 3.2 Material Properties and Load Factors Material: Misc. Fy= 36 ksi Fu = 50 ksi Material: Shelf Fy = 90 ksi Fu = 100 ksi Material: Post Fy = 65 ksi Fu = 75 ksi Material: Base Shoe Fy = 45 ksi Fu = 50 ksi Material: Base Shoe Hook Fy = 80 ksi Fu = 107 ksi S2 to be used for beam tension design > Qt-beam= 1.67 fs S2 to be used for beam flexure design > Cr-beam= 1.67 fs S2 to be used for column design > S2 = 1.80 fs column T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xis Page 17 0 TARGET Gondolas •3.3 Check shelf beam - Detail 7/SR53 p=150 lbs htabl in �r t 4 d 12" 014 12" �l �� See Detail 7/SR53 for shelf detail. Section properties: Net section Gauge 12 ga t= 0.1046 in htab = 0.75 in2 An = 0.07845 in d 1&4 = 3.41 in S1&4 = 0.203 in' (two per shelf) d 3= 4.92 in S3 = 0.422 in' (two per shelf) bmin = 0.188 in (Minimum thickness of tab hook to support shelf) Fb = 0.6*Fy= 54 ksi Mact=P*a = 1.8 k in Sxreqd = 0.033 in (per shelf) Sxreqd <Sxprov Shelf design O.K. 3.3.1 Determine allowable tension load Ta = A il F �. = 4.23 kip T , = = 0.59 kip d—h/2 Tact<Tallow Shelf design O.K. 3.3.2 Determine allowable shear capacity F„ = 0.4*FY= 36.0 ksi Va = Fv*A= 2.82 kip (based on full tab-Vertical Shear) 0.71 kip (based on min tab hook bmin -Tab shear induced by Momen Vact<Vallow Shelf design O.K. • T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 18 0 TARGET Gondolas • 3.3.3 Determine allowable shelf capacity Tab hook shear governs, Thus: Mcap=Pv*(d-h/2) = 2.14 k in Pcap = Mcap/a = 179 lbs (Per beam capacity) Pmax = 357 Ibs <---- max shelf capacity, governed by burin Pact< Pcap Shelf design O.K. 3.4 Determine loading to post 3.4.1 Loading to post-Gravity DI D= 18 in , or 22 in _______ H W= 48 in w= 10 pcf Elevation of gondola One sided post Two sided post f'„„, = 1 t'*D*H*W Pn„„ = 2 P„c Pone= 0.92 K Pti,,,o= 1.85 K D 2.S' M, =P(2+ ) M = 2 M Mone= 11.30 K in Mh,,,o= 0 Kin (balances) Single Side Governs Design T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 19 0 TARGET Gondolas 3.4.2 Determine period of shelving Using Method B (Rayleigh Method) wi * gi 2 where: S;=elastic deflection T = 2 w; =weight at level i 1 g * I f. * CSi f,=force at level i g = 386 in/sect E = 29000 ksi I = 0.87 in2 Ih0 = ,3 3 EI Level w;(Ibs) h;(in) f;(lbs) LODI w.A 2 f;0; 5 54.5 84 21.11 0.165 1.4886 3.48811 4 89.5 60 24.76 0.071 0.4467 1.74905 3 179.5 42 34.76 0.034 0.2078 1.18243 2 264.5 24 29.27 0.005 0.0076 0.15643 1 334.5 6 9.25 0.000 0.0000 0.00024 922.5 119.14 0.28 2.1507 6.5763 1wi * 6i 2 T = 2,22- = 0.183 sec g * If * 8i T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 20 0 TARGEt Gondolas 3.4.3 Determine seismic loadings to Post-transverse From Section 1.2.5 V= 0.13 W Typical Loading Criteria _____ � For shelving spaced at D = 18 in 1/3 Load 1/2 Hei ht 2/3 Load Level Weight Height wxhx Fi M 5 54.5 84 4578 0.177 1.773 4 89.5 60 5370 0.208 1.485 3 179.5 42 7539 0.292 1.460 2 264.5 24 6348 0.246 0.702 1 334.5 6 2007 0.078 0.056 Sum: 922.5 25842 1.00 5.48 Where: = D * p Mgt," Me,, = H * F, * V PL= 900 lbs V = F, - 119.1 lbs DL= 22.5 lbs Pgravity= 922.5 lbs Mgravity = 8.30 kin * (1+0.14Sds) per ASCE 7-05 12.4.2.3 = 9.13 k in Meg = 5.48 k in *0.7 per ASCE 7-05 12.4.2.3 = 3.83 k in M gle = M + H eq = 12.96 K in �I<1„„hh, = 1L! „,,, g,<,,,, + 2 * ?v[ ,<, = 7.67 Kin T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xIs Page 21 0 TARGET Gondolas 3.5 Determine capacity of post- Detail 6SR53 1" A4 = 0.7402 in rxx = 1.0842 in Li- Sx = 0.6206 in' ryy= 0.3992 in Sy= 0.2226 Ixx = 0.87 in4 2.875' I vv 0.118 in4 Fr"" - 3.5.1 Determine allowable axial load Eti 1j Effective length analysis not ideal for this analysis: 4, 4 4 � K=1.0 K= ? K=2.1 Use AISI C4-very conservative lumped mass assumption derivation of column capacity K = 2.1 L= 84 inches Location of last shelf Find F„ 2 = F` = 2.45 F = � *E = 10.81 ksi F • e (0/r)2 Since lc> 1.5 : Fn= .658^(Ic^2)*Fy Fn= 9.48 ksi AISI C4 P = A` S2 Pa= 3.9 K 3.5.2 Determine allowable bending moment AISI C3.1.1 a S. * F. Mxa„ 24.16 K in T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 22 0 TARGET Gondolas 3.6 Combined stresses at post One sided - Static Seismic P = 0.92 K P = O K M = 9.13 Kin Ms= 3.83 Kin P/Pa+ M/Ma= 0.77 <= 1.0 O.K. Static Seismic Two sided - P = 1.85 K P= 0 K M = 0 K in • Ms = 7.67 K in P/Pa+ M/Ma= 0.79 <= 1.0 O.K. 3.7 Base shoe analysis -8/SR53 Gauge 14 ga Ixx = 3.44 in4 t= 0.0747 in I yy= 0.035 in4 ' AS = 0.702 in` Sx= 1.171 in d d = 5.875 in Sy= 0.0532 in t=14 ga w = 1.25 in rxx = 2.2131 in . J = 0.00017 in4 ryy= 0.2247 in Cam, = 0.211 inb rt= 0.272 in w ( Mbase = 12.96 k in (one base take all load - no tensior fb=Fy/S2b= 26.9 ksi Ma = 31.6 k in M/M, = 0.41 <= 1.0 O.K. single or double sided AISI C3.1.1 strength analysis of base Procedure 1 Mn = Se*Fy Ma = Mn/S2b Se = Sx Ma = 31.55 Kin T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xis Page 23 0 TARGET Gondolas Procedure 2 - Lateral buckling strength Mn = (Sc*Mc)/Sf Ma = (Sc*Mc)/(Sf*0) Sc = Sf Ma = Mc/Q Me = CbroA6ey. *(Yet = 78.94 Si Ky= 1 ly = 22 in T, 2 * E 6 e l = = 29.86 ksi 1k 1 2 G = 14457 ksi kt= 0.65 It= 22 in r0 = 2.22 in = 12 G*J+ E ci, = 85.53 ksi Ar (Icit) Fe = 67.4 ksi Me = Sf*Fe = 78.9 K in Fy= 45.0 ksi My= Sf*Fy= 52.695 K in Me = 1.50 My 2.78My > Me >0.56 My When Me< 0.56My --> Mc = Me When 2.78M > Me>0.56M > 1 10 * M Y Y--- M = —M, 1 - 9 36M, When Me >2.78My--> Mc= My Mc= 47.69 K in ----> Ma= 28.56 K in Section limited by buckling 3.7.1 Verify local buckling of web(flange not limited by inspection) h/t = 76.65 compact criteria = (640/(Fy)^.5) = 95.4 Compact O.K. T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 24 0 TARGET Gondolas 3.7.2 Base shoe connection to upright ing device Ma=Cd=Td= 26.97 K in M reed= C Lock 12.96 K in 5.875" Top resistance = Bearing on flange 1.12 Bottom resistance = 11 ga steel strap w/5 spot welds toot plate = 0.1196 in h1 = 1.12 in Min hoot plate = 0.995 in = 4.755 in C = bearing of flange = 0.9*Fy*Aflange = 5.67 K T =tension in tab = An*Fy/S2= 5.70 K verify spot welds per AISI E2.2.1 d weld = 0.375 in Ird Pn = .75 F70 = 2.27 K 4 daft = 5.02 < 0.815*(E/Fu)^.5 = 16.6 Pn = 2.2*t*d*F„ = 3.00 K Pa/weld = Pn/S)= 2.27 K Pa assembly= 5.70 K Tab tension controls Mall > Mregd O.K. T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xis Page 25 0 TARGET Gondolas 3.8 Overturning -transverse direction Mo,t = 0.7*(h/2) *V = 3.92 K in V= 119.1 lbs 119.14 lbs (includes dynamic amplification) Mres = (0.6-0.14Sds)Pgravity*D/2 = 5.08 K in Net overturning = 0.00 K in 3.8.1 Base anchorage See Detail 9/S53 Manchors =Tanchor*d INI T = /d = 0.00 lbs anchor regd net ovt d= 12 in Use 3/8"x 3" Simpson Titen HD Screw Anchor (very conservative d value) capacities for fc' = 2500 psi concrete Certifications: ICC ESR-2713/LARR 25741 Tail= 602 lbs Vail = 1284 lbs 5 = 0.05 < 1.0 Anchor O.K. , T \V« T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 26 0 TARGET Gondolas 3.9 Attachment to wall in lieu of self resisting overturning- Detail 13 and 14/SR53 Target Corporation anchors the single sided units along perimeter walls to blocking with in the wall framing. That design is analyzed here: • Vblocking= 43.55 lbs V= 119.14 lbs M =Vh' = 3.92 Kin h = 7.5 ft Vblocking= Mnet/h = 43.55 lbs Vanchor =V-Vblock= 75.59 lbs 4 Vanchor= 75.59 lbs 3.9.1 Verify blocking connection -r -r 1 x 6 blocking 7'6'AFF • '` 6"20 ga sheathed steel studs full height to structure 3.9.1.1 Fixture connection to blocking Trend = 43.55 lbs Gd9 fir= 0.42 2 -1/4" lag screw provided Tail= 173 lbs (per NDS Table 9.2A) 346 lbs Treqd < Tall Connection O.K. 3.9.1.2 Blocking connection to studs Treqd = 43.55 lbs 1 -1/4" lag screw O.K. by inspection T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 27 0 TARGET Gondolas 3.9.2 Verify stud design 20 ga stud = 1.29 plf a = 2.5 spacing = 16 in oc Sds= 0.713 gyp bd = 3.33 plf I = 1 RP= 3 hX= 7.5 ft hr 16 ft [0.4ap*Sds*Wp/(Rp/Ip)]*(1+2(z/h))= 2.13 plf WP= 4.62 plf M1 = 5 psf partition load span = 16.8 ft wpart = 6.7 plf M1 = 233.80 lb ft M2 = seismic dead load + 2/3 seismic fixture load M2 = 194.90 lb ft Weq = 2.1 plf M1 governs Ma stud = 1016 lb ft Mall > Mact Stud design O.K. T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 28 0 TARGET Gondolas 3.10 Longitudinal Seismic From Section 1.2.3 V= 0.13 W One shear panel on one sided gondolas and two panels on two sided Wmax = Pmax = 0.92 K pnl width= 48 in Vmax= 0.119 K v= 29.78 plf Use analogies from posted calculations for hardboard shear wall elements minimum particle board capacity = 120 plf(t=3/8") Per 25-1 minimum drywall capacity = 100 plf(t=1/2") By analogy, hardboard siding values @ 7/32": particle board: 70 plf avg = 56.875 plf drywall: 43.75 plf 4/3 avg = 75.83 Shear panel analysis O.K 3.11 Longitudinal Seismic to wall per connection in section 3.9, Vmax to wall = 43.55 lbs Vbase = 75.59 lbs 1/4" lag screw in shear= 210 lbs NDS Table 9.3B 1 - 1/4 lag screw O.K. • T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 29 0 TARGET Gondolas 3.12 Anchorage to slab-Detail 9, 10 and 11/SR53 Number of unit trib to bolts = 2 Number of bolts = 1 V max = 87.10 lbs Tmax = 0.00 lbs Use 3/8"x 3"Simpson Titen HD Screw Anchor capacities for fc' =2500 psi concrete Certifications: ICC ESR-2713/LARR 25741 Tan= 602 lbs Vain= 1284 lbs 5 5 (T \3 /V° \3 0.07 < 1.0 Anchor O.K. Ta � `Vu 3.13 Stability of Gondolas under 8'-0"tall; ASCE 7-0512.4.2.3 Eq. 8 (Upliftl P = 0.9225 K 0.9225 K Movt=0.7*V*h/2 (Seismic) Movt= 7.84 Kin V Mresist = (P*d + P*d1)*(0.6-0.14Sds) Mresist = 21.91 Kin 11.20 Kin I FS = Mresist/Movt J FS = 2.80 > 1.0OK d > 22.5 in dl k > 25.0 in T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 30 0 TARGET Pallet Rack 4.0 Heavy Duty Pallet Rack Shelving 4.1 Description Heavy duty shelving consists of wire shelving supported on rolled metal beams that span between two sets of uprights. Beam spans vary from 8'-0"to 12'-0". An upright is comprised of two vertical posts with welded struts spanning between the posts to create a braced frame in the transverse direction. The beam to post connection in the longitudinal direction creates a moment frame. A design pallet load of 2050 lbs and 50 lbs dead load is utilized for our design criteria. This equates to roughly 33 pcf storage density. In actuality, Target typical pallet load is approximately 850 lbs or 41% utilization. Target has multiple profiles, as shown on Sheet SR51. The governing case is analyzed in these calculations. This governing case is the two tier profile (largest loading sceranio combined with longest unbraced column length). The three to five tier loadings will have shorter unbraced column lengths and less loadings, at approximately 10 pcf storage density. 4.2 Material Properties and Load Factors Material: Beams Fy = 55 ksi A1011 HSLA Grade 55 Class II Fu = 65 ksi Material: Columns Fy = 55 ksi A1011 HSLA Grade 55 Class II Fu = 65 ksi Material: Beam Pins Fy = 50 ksi Grade 50 Fu = 70 ksi Material: Weld E70XX electrodes Fxx = 70 ksi Q to be used for beam design > a beam 1.67 fs — Q to be used for column design > S2 column= 1.80 fs - QRMI to be used for column design ----> QRMI 1 kx to be used for column design (Down Aisle)----> kx = 1.7 Per RMI 6.3.1.1 ky to be used for column design (Cross Aisle)----> k = 1 Per RMI 6.3.1.2 Column plate buckling coefficient ----> k = 4 Per AISI B2.1 Pallet load reduction factor (Cross Aisle) ----> PLrf= 1.0 Per RMI 2.7.2 Pallet load reduction factor(Down Aisle) ----> PLrf= 0.41 Per RMI 2.7.2 T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xIs Page 31 0 TARGET Pallet Rack 4.3 Wire decking beams - Detail 3A/SR51 4- 1"wide x 1 1/2"tall x 14 ga channels per 42"width Wire decking beams span 4'-0"typically between primary beams L = 4 ft See Detail 3A/SR51 for beam detail. Section properties: SX = 0.1231 In' Impact loading =25% *one pallet= 512.5 lbs Ppallet= 2050 lbs Ptotal = 2562.5 lbs Pchannel = 640.625 lbs wchannel = 160 plf Wchannel = 13.35 pli Mac _ wl 2 _ 3.38 K in S'jegd =Mact = 0.103 in3 8 fa Sprov>Sreqd Channel O.K. T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 32 0 1ARGET Pallet Rack 4.4 Beam Loading 4.4.1 4"deep beam-Detail 5A/SR51 4" Beams span 8'-0"Typical l= 8 ft See Detail 9/SR51 for beam detail. Section properties: t= 0.0598 in rxx= 1.444 in Ag = 0.7774 in ryy = 0.9611 in Sxx = 0.8451 in' Ixx = 1.621 in4 Sy,= 0.5196 in Iyy= 0.718 in4 Impact loading = 25% *one pallet= 500 lbs Ptier= 2 pallets = 4000 lbs Ptotal = 4500 lbs Wbeam = 2250 lbs Wbeam = 281 plf 2 M act = wi = 27.00 K in S act = 0.820 in3 8 reqd = M f b 97% utilization Sprov>Sreqd Beam O.K. Verify deflection: Amax= 1/180 = 0.53 in Aact = 0.55 in Iprov= Iregd Beam O.K. T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 33 3 TARGET Pallet Rack - 4.4.2 6"deep beam -Detail 5B/SR51 6" Beams span 12'-0"Typical 1= 12 ft See Detail 9/SR51 for beam detail. Section properties: t= 0.0747 in rxx= 2.0944 in A9 = 1.275 in ryy= 1.0267 in Sxx = 1.7907 in' lxx= 5.593 in4 Syy= 0.9884 in lyy= 1.344 in4 Impact loading =25% *one pallet= 500 lbs Ptier= 3 pallets = 6000 lbs PtotaI = 6500 lbs Wbeam = 3250 lbs Wbeam = 271 plf z Mai = 58.50 K in Sregd —Mad = 1.776 in3 8 = { 8 ✓a 99% utilization Sprov >Sreqd Beam O.K. Verify deflection: Amax= 1/180 = 0.80 in Aact = 0.78 in Iprov> Iregd Beam O.K. T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xis Page 34 0 TARGET Pallet Rack 4.5 Beam connections 4.5.1 Pin capacity dia. = 0.4 in Area = 0.13 in2 Shear F„ =0.4*Fy= 20 Ksi Va = Fv*A= 2.51 K Bearing at Column 14 Gauge column governs over 3/16" plate by inspection t col = 0.0747 in Rau brg = 1.2*F„*d*t= 2.33 K Allowable shear load at rivet= 2.3 K 4.5.2 Standard three-pin connection capacity-Detail 5A/SR51 Rau= 7.0 K Maii = 1"*F3+3"*F2+5"*F,= 13.52 K in ♦F 0 where: F2 = 3/5F1 iF. 0 2' where: F3 = 1/5F, *. O - Ract= 1.1 K @ 8' long beam Gravity Loads O.K. Ract= 1.6 K @ 12' long beam Gravity Loads O.K. 4.5.3 Standard four-pin connection capacity- Detail 5B/SR51 Rau = 9.3 K Mau = 1"*F4+3"*F3+5"*F2+7"*F1= 27.97 K in O 2, where: F2 = 5/7F1 O F3 = 3/7F, 2, F4= 1/7F1 O 2' _ _ Gravity Loads O.K. all spans 0 T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xis Page 35 0 TARGET Pallet Rack 4.5.4 Uplift resistance Per RMI: Puplift= 1000 lbs PL Mact Mai, = 4 = 3.00 k ft S reqd = f 0.39 in3 h Sprov<Sregd Beam O.K. Connection - per detail 5/SR51 -each beam connection is provided with a spring clip. This clip provides a rivet similar to that calculated in Section 4.5.1. Uplift is less than capacity of pin O.K. 4.6 Post capacity-Standard frame-all profiles - Detail 6A and 8/SR51 I4 D See Detail 1/SR51 and 13 to 15/SR51 for Column detail. Section properties: " ) r — W Gross section J Gauge (Column) = 14 ga rxx= 1.2748 in W= 3.00 in A9 = 0.7844 in ryy= 1.1412 in D = 3.00 in Sxx = 0.8496 in lxx = 1.275 in4 L= 0.75 in Syy= 0.5976 in lyy= 1.022 in4 r= 0.25 in Net section t= 0.0747 in rxx= 1.2533 in A� = 0.7003 in ryy= 1.1168 in Sxx = 0.743 in lxx = 1.115 in4 Syy = 0.5603 in lyy = 0.873 in4 T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xIs Page 36 0 TARGET Pallet Rack 4.6.1 Determine allowable axial load Maximum column height between tier beams (X-X Axis) = 60 in Maximum column height between tier beams (Y-Y Axis) = 36 in kLx = 102 in klx/rx= 81.4 kLy = 36 in kly/ry= 32.2 AISI 81.1 wit= 33.467202 < 60 O.K AISI 82.1 = f = 0.767 Fcr 2 � 2 Fcr = k * r E * t 93.60 ksi 12(1 — ,u2) �w — "1 — 0.22 \ P = i = 0.93015 2 When 2<=0.673 b =w When A. >0.673 b= pw beff front face =bell-dho,e = 1.33 in b = 2.33 in beff sides=beff-dhole = 1.83 in dhole = 0.5 in beff back face=beff= 0.47 in Ae = 0.56 in Find F„ �2 *E = = 1.13 F = = 43.21 ksi F , e (kl/r)' Since lc < 1.5 : Fn= .658^(Ic^2)*Fy Fn= 32.29 ksi AISI C4 p = Ae *F" Pa= 10.0 K a T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 37 0 TARGET Pallet Rack 4.6.2 Determine allowable bending moment AISI C3.1.1a S*Q RAIlF M„ = Se *F, M,rr= Mxaii= 22.70 K in Myau= 17.12 Kin 4.7 Post capacity- Unbraced pallet racks - Detail 7B/SR51 - Not Used 4.8 Post capacity-Over conveyor pallet racks - Detail 7A/SR51 Gauge (Column 1) = 10 ga Gauge(Column 2) = 10 ga W1 = 3 i W2 = 3 i D1 = 3 i D2 = 3 i L1 = 0.75 in L2 = 0.75 in r1 = 0.25 in r2 = 0.25 in 1 Net sections f—j� Column 1 Column 2 Column 1 W Column 2 t= 0.1345 in r -1 t= 0.1345 in An = 1.2609 in • )41 An = 1.2609 in Sxx = 1.2994 ins D r Sxx = 1.2994 in Syy= 0.9848 in Syy = 0.9848 in rxx= 1.2352 in rxx= 1.2352 in ryy 1.103 in ryy = 1.103 in Ixx = 1.949 in4 lxx = 1.949 in4 (yy= 1.534 in4 lyy = 1.534 in4 Combined Properties An = 2.5218 in` Sxx = 2.5180 ins Syy= 2.6172 ins rxx= 1.2610 in ryy= 1.8890 in Ixx= 3.7770 in4 lyy = 8.4730 in4 T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 38 0 TARGET Pallet Rack 4.8.1.1 Determine allowable axial load-Column 1 Maximum column height between tier beams (X-X Axis) = 96 inches Maximum column height between tier beams (Y-Y Axis) = 84 inches kI = 163.2 in klX/rx = 129.4 kly= 84 in kly/rY= 44.5 AISI 81.1 w/t= 18.587361 < 60 O.K AISI 82.1 A = f = 0.426 Fcr 2 ( \2 Fcr = k * E * t = 303.46 ksi 12(1 — p2) wj 1 0.22 — -- P = A = 1.00000 A When X,<=0.673 b =w When 2, >0.673 b = pw beff front face =beff-dhoIe = 1.50 in b = 2.50 in beff sides=beff-dhoie = 2.00 in dhole = 0.5 in beff back face =beff= 0.50 in Ae = 1.09 in Find Fn F` 1.794 F 2 *E = 17.09 ksi F e (kl/r)2 Since lc > 1.5 : Fn= .877/Ic^2)*Fy Fn= 14.99 ksi AISI C4 p = Ae *F„ Pa= 9.0 K Q T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 39 • 0 TARGET Pallet Rack 4.8.1.2 Determine allowable axial load-Column 2 Maximum column height between tier beams (X-X Axis) = 84 inches Maximum column height between tier beams (Y-Y Axis) = 84 inches klx = 142.8 in klx/rx= 113.2 kly= 84 in kly/ry= 44.5 • AISI B1.1 wit= 18.587361 < 60 O.K AISI B2.1 = f = 0.426 Fcr 77.2 ( \z Fcr = k * E * t = 303.46 ksi 12(1 — ,u2) ow) /1 — 0.22 " P = i = 1.00000 2 When X. <=0.673 b =w When , >0.673 b = pw beff front face =beff-dhole = 1.50 in b = 2.50 in beff sides=beff dhole = 2.00 in dhole = 0.5 in beff back face=beff= 0.50 in Ae = 1.09 in Find F„ 71. A = F` = 1.570 F = *E = 22.32 ksi F. e (kl/r)` Since lc > 1.5 : Fn= .877/Ic^2)*Fy Fn= 19.57 ksi AISI C4 p = Ae *F„ Pa= 11.8 K n ,SL Upper Tier Pa= 9.0 K Lower Tier Pa= 20.8 K T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 40 0 TARGET Pallet Rack 4.8.2 Determine allowable bending moment AISI C3.1.1 a Mxa„= 76.94 K in Mya„= 79.97 Kin 4.8.3 Verify Flare bevel weld between uprights VQ V= 145.985 lbs ShearFlow= — Q=A'ybar= 0.945675 in' A'= 0.63045 in =(1/2*Anet) I = [,L +Ad,2)+(I.x2 +Ad22)J*2 I = 20.56 in4 ShearFlow = 6.72 lbs/in Weld size= 0.1875 in 80.59 lbs/ft Weld length = 1.5 in Based on weld size @ 0.928 K/in/16th----> 2784 lbs/in----> 4176 lbs Based on mateial thickness, Section 4.19.2 2769 lbs/in ----> 4154 lbs Welded Connection O.K. 4.9 Strut capacity(Typical) - Detail 10A/SR51 N 1' W Net section • eit. )A, Gauge 16 ga D t= 0.063 in rxx= 0.9718 in v An = 0.5313 in ryy = 0.8626 in W= 2.50 in Sxx = 0.3704 in Ixx = 0.502 in4 D = 2.00 in Syy = 0.3833 in' l , = 0.395 in4 r= 0.25 in L = 0.75 in 4.9.1 Determine allowable axial load Maximum unbraced length (X-X Axis) = 47 inches Maximum unbraced length (Y-Y Axis) = 47 inches klx = 47 in klx/rx = 48.4 kly = 47 in kly/ry = 54.5 AISI 81.1 wit= 31.746032 < 60 O.K T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 41 0 TARGET Pallet Rack AISI 82.1 = f = 0.727 Fcr 2 / \2 Fcr = k * E * t = 104.03 ksi 12(1 — p2) w) 1 0.22 P = i = 0.95918 2 When k.<=0.673 b =w When X > 0.673 b = pw beff front face =bell= 1.38 in b = 1.44 in beff sides=beff= 2.16 in Ae = 0.521 in Find F„ 2 = F' = 0.755 F = *E = 96.41 ksi F e (kl/r)2 Since lc< 1.5 : Fn= .658^(Ic^2)*Fy Fn= 43.32 ksi AISI C4 p = Ae F7 Pa = 12.5 K a 4.9.2 Determine allowable bending moment AISI C3.1.1a c *Q xnu F, M„ = Se *F, M,n= Mxall = 11.32 Kin Myatt= 11.71 K in 4.9.3 Determine allowable tension load * T = 1 „ � F , 17.5K T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xIs Page 42 0 TARGET Pallet Rack 4.10 Strut capacity(Over-conveyor)-DetaillOB/SR51 Net section r W Tyr )11 Gauge = 14 ga D t= 0.0747 in rxx= 0.6126 in ■ A� = 0.4482 in ryy= 0.6126 in W= 1.50 in Sxx = 0.2136 in' lxx = 0.168 in4 D = 1.50 in Syy= 0.2136 in lyy= 0.168 in4 r= 0.25 in L = 0.75 in 4.10.1 Determine allowable axial load Maximum unbraced length (X-X Axis)= 48 inches Maximum unbraced length (Y-Y Axis) = 48 inches klx = 48 in klx/rx= 78.4 kly = 48 in kly/ry= 78.4 AISI 81.1 wit= 7.0224719 < 60 0.K AISI B2.1 = = 0.161 Fcr 77.2 Fcr = k * E * ( t \ 2125.97ksi 12(1 — u2) w) 0.22 P = A i = 1.00000 A When k<=0.673 b =w When , >0.673 b = pw beff front face =bell= 1.00 in b = 1.00 in beff sides=beff= 1.25 in Ae = 0.758 in` T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 43 0 TARGET Pallet Rack Find F„ 2 = F' = 1.086 Fe = *E = 46.62 ksi Fe e (kl/r)Z Since lc< 1.5 : Fn= .658^(Ic^2)*Fy Fn= 33.57 ksi AISI C4 p _ Ae * n Pa= 14.1 K a n 4.10.2 Determine allowable bending moment AISI C3.1.1a S e*Q�nn*F M n = Se *F, Mall= y M.11= 6.53 K in �L Mya„= 6.53 K in 4.10.3 Determine allowable tension load An * F • T = = 14.8 K a 4.11 Not Used T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xis Page 44 0 TARGET Pallet Rack 4.12 Over conveyor beam/strut capacity-Detail 4/SR51 1' W TS 4x3 ,a ,R Gauge = 14 ga D r t= 0.0747 in rxx= 1.5737 in An = 1.0458 in` ryy= 1.2678 in W= 3.00 in Sxx = 1.2712 in lxx= 2.59 in4 D = 4.00 in SYY= 1.2712 in IYY= 1.681 in4 r= 0.25 in 4.12.1 Determine allowable axial load Maximum unbraced length (X-X Axis) = 39 inches Maximum unbraced length (Y-Y Axis) = 39 inches klx = 39 in klx/rx= 24.8 kly= 39 in klY/ry = 30.8 AISI 81.1 wit= 3.8248231 < 60 O.K AISI 82.1 = f = 0.088 Fcr Z 1 �z Fcr = k * E * t =7166.62 ksi 12(1 — ,u2) 11 _ 0.22 \ A i 1.00000 P = 2 = When a.<= 0.673 b =w When X >0.673 b = pw beff front face =bell= 3.50 in b = 3.50 in beff sides=bell= 2.50 in Ae = 1.014 in` TO345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 45 0 TARGET Pallet Rack Find Fn z = F = 0.426 F = *E = 302.46 ksi Fe e (kl/r)2 Since is< 1.5 : Fn= .658^(102)*Fy Fn= 50.97 ksi AISI C4 p = Ae *rat Pa= 28.7 K n 4.12.2 Determine allowable bending moment AISI C3.1.1a Se*QRMI*Fy Mn = Se F Mall Mxali= 38.84 K in Myaii= 38.84 K in 4.12.3 Determine allowable tension load T = � " F ' _ 34.4K f2 T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 46 , , 0 TALRGE1 Pallet Rack 4.13 Transverse seismic design(Cross-Aisle)-standard pallet rack 4.13.1 Determine allowable bending moment From Section 1.2.3-Max Base Shear Limit----> 0.094 *W From Section 1.2.3- Design Base Shear----> 0.083 *W/T^0.67 Use Max Base Shear > 0.094 *W Includes Dynamic Multiplier when applicable 4.13.2 Determine design forces Two tier configuration is worst case design-all other configurations do not control #of Tiers to evaluate= 2 Lenth of beam to evaluate(8 ft or 12 ft)= 8 ft Pupright = 8200.0 lbs Wupright = 5594.0 lbs Vtrans. = 524 lbs 0 Teir 3 not shown 0 _„0. —► P P P 128 Tier. 4' 4. 4 349 —•. P P P 64 Tier 1 1 1 1 175 Longitudinal elevation Transverse elevation 0.67"PL+DL Tier PL w;(K) hi (ink w,h; (Kin) wihi/Ewiht V.,,(Ibsk 1 4.1 2.8 60 167.8 0.333 175 2 4.1 2.8 120 335.6 0.667 349 3 0.0 0.0 0 0.0 0.000 0 E 503.5 1.000 524 From frame analysis, post loadings:ASCE 7-05 Eq.5 12.4.2.3(Utilizing Unreduced Seismic) Top of post Bottom of post Mpost = 5.335 K in Mpost = 0.00 K in Ppost = 5.58 K Ppost = 6.893 K _ Uplift = 0 lbs T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xIs Page 47 0 TARGET Pallet Rack 4.13.3 Check post capacity from 4.6 -'post posy Pa„and Mai,see 4.6.1 and 4.6.2 + 'allowable Mallowable Maddi = 2.31 K in (from eccentric panel point at post) Top of post : 0.557 + 0.312 0.869 < 1.0 O.K. Bottom of post : 0.688 + 0.135 0.823 < 1.0 O.K. 4.13.4 Check brace capacity from 4.9 Pmax = 2.181 K <Struct capacity O.K. = 16.7 K Weld size = 0.1250 in Weld length = 3 in Based on weld size @ 0.928 K/in/16th ----> 1856 lbs/in ----> 5568 lbs Based on base mateial thickness, Section 4.19.2 ----> 1632 lbs/in ----> 4896 lbs Welded Connection O.K. 4.13.5 Design forces with loading only at top tier Pupdght = 4100 lbs Wupright = 4200 lbs Utrans• = 393 lbs 0 P P P 1 391 2 Longitudinal elevation Transverse elevation PL+DL Tier PL w;(K) h;(in) w;h; (Kin) w;h;/Ew;ht (lbs) 1 0 0.1 60 3.0 0.006 2 2 4.1 4.2 120 498.0 0.994 391 3 0 0.0 0 0.0 0.000 0 501.0 1.000 393 T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 48 0 TARGET Pallet Rack From frame analysis,post loadings:ASCE 7-05 12.4.2.3 per"Eq.5"(Utilizing Unreduced Seismic for Gravity)"Eq.8"(Uplift) Mpost = 6.42 K in Madd, = 1.80 K in Ppsst 3.292 K in (from eccentric panel point at post) Uplift= 449 lbs 4.13.5.1 Check post capacity from 4.6 Ppost Mpost Pa„and Ma„see 4.6.1 and 4.6.2 Pallowable Mallowable Post analysis: 0.329 + 0.375 0.704 < 1.0 O.K. 4.13.5.2 Check brace capacity from 4.9 Pmax = 1.701 K < Struct capacity O.K. = 16.7 K 4.13.6 Verify design for 12' Ionq beams Upright capacity is the same for either 8'-0"span pallet rack or 12'-0" pallet rack. Target Team Members are instructed through signage to limit the maximum loading to a frame accordingly. T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xls Page 49 0 TARGET Pallet Rack 4.14 Longitudinal seismic design (Down-Aisle)-standard pallet rack 4.14.1 Determine base shear and fundamental period- Rayleigh Fundamental Period of Pallet Racking per FEMA 460 Section 6.5.1 NL 2 Wp;hp, T = 2I7 =1 g(Nc(kk kbe ) Nb(kb +ce+ ) c be b kce Step 1 , kc= Mmax/Omax= 400 K/in Step 2 W1= 1.37 K hp 1st level = 60 in hp 2nd level = 120 in hp 3rd level = 0 in g = 386 in/sec2 NL = 2 kc = 400 K/in kb = 400 K/in N� = 8 Nb = 4 Kbe = 6Elb/L = 2938.0625 lb= 1.621 in4 L = 96 in KCe = 4Ele/H = 2465 lc = 1.275 in4 H = 60 in E = 29000 K/in2 N Wmhp,2 = 49446 Kin2 =t Nc( k`kb" ) = 2816.544 + kbe Nh khkh, ) 1376.6143 k, + kce T= 1.10 sec ( Use----> 1.00 sec T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xIs Page 50 0 TARGET Pallet Rack From Section 1.2.3-Max Base Shear Limit----> 0.094 *W From Section 1.2.3-Design Base Shear----> 0.083 *W/T^0.67 From Section 1.2.3- Min Base Shear Limit----> 0.052 *W Since T= 1.00 sec > 0.083 W Includes Dynamic Multiplier when applicable 4.14.2 Design forces Wframe= 2.3 K Vframe = 0.192 K Wpost= 1.2 K Vpost = 0.096 K 4.14.3 Base shear distribution PLrf*0.67*PL+DL Tier PL w1(K) h;(in) w;h,(Kin) w,h,/Ew;h; V};a,(Ibs) 1 4.1 1.16 60 69.6 0.333 64 2 4.1 1.16 120 139.2 0.667 128 3 0.0 0.00 0 0.0 0.000 0 208.8 1.000 192 4.14.4 Post combined stresses From frame analysis,post loadings:ASCE 7-05 12.4.2.3 per Eq.5(Utilizing Unreduced Seismic) Ppost + Mpost < 1.0 Pan and Ma,i see 4.6.1 and 4.6.2 'allowable 'allowable 'post = 2.87 K in Ppost = 4.7 K Post analysis: 0.471 + 0.127 0.598 < 1.0 O.K. 4.14.5 Beam connection Mconn = 4.79 K in Vconn = 4.10 K/4 connections = 1.025 K Vconnt I Mc01711 Rallowable .111 allowable 0.110 + 0.171 0.281 < 1.0 O.K. T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xis Page 51 0 TARGET Pallet Rack 4.15 Transverse seismic design-Unbraced pallet rack-Not Used 4.16 Longitudinal seismic design -Unbraced pallet rack-Not Used 4.17 Transverse seismic design (Cross-Aisle)-Over conveyor pallet rack From Section 1.2.3- Max Base Shear Limit----> 0.094 *W From Section 1.2.3- Design Base Shear----> 0.083 *W/T^0.67 Use Max Base Shear > 0.094 W Includes Dynamic Multiplier when applicable 4.17.1 Determine design forces Two tier configuration is worst case design -all other configurations do not control #of Tiers to evaluate = 2 Length of beam to evaluate(8 ft or 12 ft) = 8 ft Pupright=2 pallets = 4600.0 lbs Wupright =2 pallets = 3182.0 lbs Vtrans. = 298 lbs 0 0 —► Tier 3 P P 1P -► 132 Tier 2 268 14 30 —► Tier 1 — Longitudinal elevation Transverse elevation 0.67*PL+DL Tier PL w;(K) h; (in) will;(Kin) w;h;/Ew,h; Vt;a,(Ibs1 V,��t(Ibs) 1 0.5 0.39 96 37.0 0.099 30 15 2 4.1 2.8 120 335.6 0.901 268 134 3 0 0.0 0 0.0 0.000 0 0 372.6 1.000 298 149 From frame analysis,post loadings:ASCE 7-05 12.4.2.3 per Eq.5(Utilizing Unreduced Seismic) Bottom of post Mpost = 21.793 K in Ppost = 6.209 K T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 52 'TARGET Pallet Rack 4.17.2 Check post capacity 'Post + M posy 1 O Pa„and Ma„see 4.6.1 and 4.6.2 Pallowable Mallowable Bottom of post : 0.298 + 0.273 0.570 < 1.0 O.K. 4.17.3 Check brace capacity Pmax = 6.796 K O.K. <Struct capacity= 18.79 K 3"of 1/8"weld O.K. by inspection 4.17.4 Verify bottom tube Taxiai = 5.101 K O.K. <Tube capacity= 34.4 K check four bolt connection see 4/SR51 Tbolt= 1.27525 K Bolts O.K. A 325 5/8"diam. Bolt in tension = 13.5 K 4.17.5 Verify frame spacer axial = 5.179 K M = 0Kin Strut is a 1/8"channel A = 0.6 in2 Sx = 0.420 in fa = 8.63 ksi fb = 0.00 ksi Moment resolved by bolt-O.K. T0345_Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 53 • , 0 TARGET Pallet Rack 4.17.7 Verify overturning Utilizing ASCE 7-0512.4.2.3 per Eq. 8 P= 9200.0 lbs W= 6364.0 lbs 1P/2 1P/2 V= 596 lbs _ h' = 117.6 in / Mom= 49 K in--->0.7*V*h' Peg = 481.0 lbs ----> Movt/(Unit Width) = 1641.4 lbs ---->(0.6-0.14Sds)*W h' P uplift= No uplift- unit stable 4.18 Longitudinal seismic design (Down-Aisle)-Over conveyor pallet rack 4.18.1 Determine base shear and fundamental period - Rayleigh Fundamental Period of Pallet Racking per FEMA 460 Section 6.5.1 ,v,, 7- E'V r,v pihri 2 T = 2n i=i g(NC(---k`kbe_ ) + Nb(kb + kCe ) kC + kbe kb + kce Step 1 kc = Mmax/Omar= 400 K/in Step 2 Wp, = 1.37 K hp 1st level = 96 in hp 2nd level = 120 in hp 3rd level = 0 in g = 386 in/sec2 NL = 2 k� = 400 K/in kb = 400 K/in N� = 8 Nb = 4 Kbe = 6EIb/L = 2938.0625 lb= 1.621 in4 L = 96 in KCe = 4E1c/H = 2355.0417 lc = 1.949 in4 H = 96 in E = 29000 K/in` T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RMI-2001AISI.xIs Page 54 0 TARGET Pallet Rack N, W p,h p1 2 = 43104.96 K in2 Nc( k`'kbe ) = 2816.544 kc, + khe Nh(k k+ kce ) 1367.6986 T= 1.03 sec Use----> 1.00 sec From Section 1.2.3- Max Base Shear Limit----> 0.094 *W From Section 1.2.3-Design Base Shear----> 0.083 *W/T^0.67 From Section 1.2.3- Min Base Shear Limit----> 0.052 *W Since T = 1.00 sec > 0.083 W Includes Dynamic Multiplier when applicable 4.18.2 Design forces Wframe= 6.4 K Vframe = 0.146 K Wpost= 6.4 K Vpost = 0.146 K 4.18.3 Base shear distribution PLrf*0.67*PL+DL Tier PL w;(K) h; (in) will;(Kin) w;h;/Ew;h, (Ibs) 1 0.5 0.16 96 15.3 0.099 14 2 4.1 1.2 120 139.2 0.901 132 3 0 0.0 0 0.0 0.000 0 154.5 1.000 146 4.18.4 Post combined stresses From frame analysis, post loadings:ASCE 7-05 12.4.2.3 per Eq. 5 (Utilizing Unreduced Seismic) Ppost + M . < 1.0 Pali and Maii see 4.6.1 and 4.6.2 allowable Mallou•ab/e Mbase = 7.01 K in Mpost = 7.0 K in Ppost = 5.29 K Post analysis: 0.254 + 0.091 0.345 < 1.0 O.K. T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 55 0 TARGET Pallet Rack 4.19 Weld Capacity Calculations 4.19.1 Transverse Fillet Welds AISI E 2.4b P _ t *L*Fu F„ = 65 ksi Values for base n S2 = 2.35 FS metal <0.10 in 0.7 5*t„, *L*Fxx Fxx = 70 ksi Values for base P' S2 = 2.55 FS metal >0.10 in 16 cia material t= 0.059 in Pa = 1.63 K/in I 14 ga material t= 0.0747 in ( Pa= 2.07 K/in I 11 ga material t = 0.1196 in Pa = 2.46 K/in I 10 cia material t= 0.1345 in Pa = 2.77 K/in I 4.19.2 Flare Groove Welds AISI E 2.5b _ 0.75*t,,. *L*F,x _ Fu = 70 ksi Values for base Pl = = 1-2 = 2.55 FS metal >0.10 in 10 is material t= 0.1345 in Pa = 2.77 K/in 4.19.3 Weld Material Limitation AISI E 2.4 0.75*t,,. *L*F70 F70 = 70 ksi P == S2 = 2.55 FS 1/8"weld tW = 0.0884 in Pa = 1.82 K/in 3/16"weld tW = 0.1326 in Pa = 2.73 K/in T0345 Washington_Square, OR-ICC-RACK CALCULATIONS-ASD-2002RM1-2001AISI.xls Page 56 rI 9 c 9 n 9 n 9 I I I I I I I I I I I I I I t , 1---El El ? ri- Li._ . . _____„_ _, Ho , 1 -rig , , , . , 1 I I I L — , ? I L � I I I 1 I I I I I ui , 'I �/� I 1 1 I e�I L I ' -- III I FF I 1 I 1 I I I i i H1 ON 2 MEZZANINE FLOOR PLAN (MR) , Mr Al l l V16"=1'-0" ASk 9 Q Q T Q ,20 Q Q alli I - I- - - - - - -- - - - - - - - - - I - -f - 4- - - L - - - --. - - O• I I I I I � I 1 1 STOCK u , 186 1 I I e I P34 I P34 > 1 ___ _____ -�- - - - - - I - - --111 . — — — ,_ — — - - - - - - - - - - - - - - 1- - - - - o 9 ,102.3 O I _o I I I I I I I 11 °' ( ( ( I (N) ELECTRONICS I — STOCK I I 0 L 46'-3V2' , I I I I 114 - --'I�� I I I I I I I 11 1 • •7'_6.. 1 I I - - - - � P7F >I • I I I d I I I 1 146 1 20 GA .50 ! 4'-OB AFF © 0 1- - - - - - - - - - - - - - - - - - - - - t - - - - -IF - - - - - lb (171 - - - t- - , - - - - -t- - - - - - - - -eta-- - - - - - - - - - - - - - - - • •► - P34 -- -i 6 I o o I I I �I I I �'- P18 ( (N) ELECTRONICS $ P7F 0 I I > STOCK 0 6 I 6 ( o I I I Cr) P10 > I I 6 / 20 GA I ro 20 GA TO 146 p ABOVE 1 I • I • - - I - -. I �.— - - - - -�� 4'-0' AFF 4'-01 AFF I I I _ ; 1 0 l , (N) FITTING I ` % P18 I ROOM I F� -) • / 20 GA TO• L. H - — - — - -- - -- - - — — — — 1 — — — — — — — 1- — — --1 — — — — -EL — — — — -1 — — — — — 1 — — 105 - — -��-�'`� �\ — [ — — — — — 6�-4��; 7�-81�2� 4'-0' AFF '� — — I I I I L 1 I I (N) FITTING L I 7 0 ROOM \ _ 12'-0' • • 9'_O' • • 9'-O' • • 9'-O' STORAGE 1-_L ■ • i Z v / / 105A Q /' -1 P18 20-0G A A FTF O I I I I I I I II I -< P7F I I I I �� I d 2OGA. ABOVE I'I 6 • 7 17 7 F 7 - I 4'-O'AFF. - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - II n �- J , T -� ELECTRONIC STOCK PLAN■ C) , m 102.1 R 3 •S ( S‘\ V8"=1'-0" m I �\� I I I i j �o Alll I �', I I I I I I o �-, iL I; 1`\ I I I I 3 w -I.' I I 7o I I I N -I _L , a a C.) I- _4', � I I � • I - � ' 1 SALES m z 1 1 \1 0 0 2 4 0 11= I ' o,i a, 70 102 70 I co I I W r' I W I I I I I I 1 p 5 I , � tESEPIEEP w 50 I!_,, I I P34 >I AIX i c? fl-'A- A201 w L: :tE`3 I I .0.I co cr p p II, a_p II w L , 12'_0' I I I 1 1 w= • ' o © - - I ; - - - - .- - - - - - - --4 - - --. - - - - - - - - - 1--- - l- - -L - 1..;; - - - - - - - - - - - - - - -o--- - - - - - - - - - - - - -t- - - - z 1-r' -J J ° 4 I I (N) PRODUCE / • aN 18'_6' . •• -ER �z a LJ c 501 • 8 6 • 9 0 3 Nr N I.' 1,J ,,/ 18 I r 1: u.l-I z -rte} , , . m z I: -L , -I- 1i --� Atli--)-1-7--,- - - - - --• I I I I I I I I I i_� - 1 1 1 '� I I /+ V /I � ' 4 �, (N) FEAT �� r p 5 L L V L L V L ov 5o L'_ ' r 50 I L I H CO8 ER 1 1 r _ X82 mO �\J I i i I 1 f �I I I IeS i ., I I I I '-1 ` _ �, I Imo.___________ "z ( , -�_1-- - _-_-1--1-,_-!--+ A -1s 1- rs"_ - _ -. 1_t 1 cc v) >- I'1 1'' -� I;I- T -F —,I-71-71- ; I;1 4 Zo I I I 1 L.L. O '- , L L- l.- 1..� L L I.� lJ L L� L - - - - - ,- - - - — — —T — — — — — — — — — — — — — — �-- - _ — — — a— — — - - -_-- - — ; _ - — - 0 w r, ,50 .- o I L -1 `, --I/-4 'r 1 if I I +- , I 1-I'I� 1 ` (N) RY PRODUCE/ I- I - L !-! -Js- 1 1 I _1-�- 1 3 ( I I LA: .__.IN ROOM , 184 1 o L_ 3 Q L _I J - - ( 18'4 1 (181) 1 ' M 1 .- _ I I I N - ''; ( FREEZER 185 �'+r N) FRE -7, s 181 PUM 1 ■_K3 11 - - - -TI- -1 i i 1 I o I I I ROO 1 1 �1 - ---- 5 1 I I I 1 I I I 4 b N 185 - 501 I' 1 I 1 1 50 I I ♦� 1 �+ ' I '- 1 - N • I 0 I 102� 'l - 7s. - - - - - - - -O - - T i 7P' -4', -4 - - ! } V/-13--;---. - - - I I - i I 9'-01 I I iii; ;r - fx ��I I 1 1 i' 1 I k; I-- I i I� i _I IL 1 i; _w r 1 I I 0 ---- -- --------- ----------- 1 -I - - ' 1 ±1L : t c _�+- e- �'.I�_ II , � I .�- - - - - i �1r I. I - - I —I f--I-� �-- , LI \• _ I �, i i I I I I I I I I I ' + FLOOR PLAN GENERAL NOTES -�in• I\1/\� /t•/1 III III 10 O O O O �;;;"„' 1 I IA�I IR I _, ,,c `` • A. ALL DIMENSIONS ARE TO FINISH MAILS OR OPENINGS UNO, EXCLUSIVE OF CERAMIC TILE �_ - - - - - �� _ - - -_ - - - - - - - - - - _ - �/ - - - - - - 0 B. FOR DOOR, ROOM FINISH, AND OWNER I I I Es-__ ____ _ `I_ _ _ _ _ _ _ =____IIII _____-3 I I ( O SUPPLIED MAIL & EQUIP SCHEDULES, SEE I I - ---- I SHTS A601 O OI O I O C. PARTN YPES ITE EFRNCE 4.5 4 3.5 3 2.5 1 LOCATION FOR BLOCKING, SIDE .r AI351HFORE PARTITION S TYPES cr D. PLYWOOD BLOCKING IS INCLUDED IN ° © PARTITION TYPE, FOR SIDE OF WALL ® SEE 0 a MEW ° 1 0 20 N E. FOR TYPICAL CONNECTION OF z INTERIOR PARTITIONS TO EXTERIOR WALLS SEE®ACITYP z A501 A501 N a • F. SPOT ELEVATION (EXAMPLE: + 99'-11") FLOOR PLAN (MR) REPRESENTS CONCRETE SLAB ELEVATION in I H.L80N 1 G. SET TOP OF FLOOR DRAIN STRAINERS M Mr LEVEL WITH FINISHED FLOOR SURFACE. o A111 VI6"=1'-0" H. ALL ANGLES ARE 45° OR MULTIPLES OF 45° 1- UNLESS NOTED OTHERWISE J. FOR STUD WALLS EXTENDING TO ROOF DECK SEE Ai A501 . i DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET . , 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION Gnilli w kT0 N T 0345-�- o � z DRAWN BY 0 M U LVA N N Y G 2 . " FLEENE: A rwYMAN 1000 NICOLLET MALL POR E PROJECT CODE CONFIGURATION FLOOR P L��N MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 ►. % i J VAN LANEN PORTLAND,OR 1 97204 r r 9009 SW HALL BLVD 270345 RR PROJECT NUMBER MulvannyG2.com I t503.223.8030 I f503.223.8381 BRIAN R. FLE NE yARCHITECT 04-1387-02 TIGARD, OR 97223 . , . / - . I ■ r ■ 0:\Remodels\0345 WA Washington_Square_R\_ActiveCAD\0345a111.dgn andrewt 29-JUN-2010 15:31 Q Q 4 Q Cr. Q 4 AREA OF FLOORING TO BE REPLACED I I I I I I I I I TOTAL AREA OF RF-1 REQUIRED: 33,023 SF I I I I I I I TOTAL AREA OF RF-3 REQUIRED: 1,051 SF , i — O TOTAL AREA OF QT-1 REQUIRED: 823 SF �� ( i. 158 I TOTAL AREA OF CT-15 REQUIRED: 551 SF � I ~' I I I TOTAL AREA OF CPT-1 REQUIRED: 20,763 SF i , IPS-1, C-9 � I � I � I ABOVE K-2 I NOTE: THE TOTALS INCLUDED IN THIS SCHEDULE ARE _ El I 1 ( ► I IPS-1, C-5 I I BASED OFF THE FLOOR AREAS REQUIREING NEW FLOOR FINISHES. THESE TOTALS ARE FOR REFRENCE I ONLY, AND THE VENDOR IS STILL REQUIRED TO DO I 1 I I I II �' MATERIAL TAKE OFFS. I I 0 I I I I I I I BLOCKING KEYNOTES 1x6 HOR BLKG c 11'-9' AFF HlaON 2 MEZZANINE LOUNGE /TRAINING FINISH PLAN 3 TO E - SURFACE MOUNT kiri A121 V16"=1'-0" /2 1 ' PLYWOOD WAINSCOT TO SEE GEN. 6 8'-O' AFF- SCREW ATTACH NOTE A DIRECTLY TO STUDS AT 12' O.C. VERT 10 n 7 ISA PLYWOOD TO 10OO' AFF RR SEE GEN. '(' '(' 'T' 'T' '1' `J' Y '1' SALES & FITTING ROOMS FURR NOTE A , , OUT FACE OF STUDS ABOVE I I I I I 101-0' AFF TO KEEP GYP BD , FLUSH FULL HEIGHT OF WALL I I ( I I I INSTALL GYP BD OVER PLYWD 0_ -- - -- - - - 5 - j 1x6 HOR BLKG 13'-6" AFF !�rj1�s+T■.L.0.0,e"tor flirt.i.ktra�c.l�I ( I I I I ,' , /1';;,','i;,',';:;,',-ii', I 8 TO MATCH WALL-SEE SHEET A701 A70 A70 o ;ice ' ! '/',' ;, ©'',E FOR EXACT LOC I I I _ I - ---- ;,,,,—.- ",';/;/;t';/;•;,,;-;•;,,;/,',; ;S1 - 1/ . G PLYWOOD FLOOR TO CEILING. SEE GEN I 9 INSTALL GYP BD OVER PLYWD. NOTE A I o CAMERA DOME BLOCKING: I I \ / I \I 7--i- I �I I I I I 8 8 I I 8 %',',,C!', ;!,; ;g;,;!ii;, 3 13 1 X 12 HOR BLKG C 14'-0' AFF TO E SURFACE MOUNT I RF-1 - INFILI %1 ';' ,/ 1 146 CONTRACTOR'S OPTION TO EXISITNG .RED . PROVIDE y4' X 12' HIGH I FEATUREI STRIPE I I i %', ,:I PLYWOOD Ye PLYWOOD BLOCKING FOR Q I ( ( I " il', ;'!•%i; ;:;;!.( 16 EYE WASH STATION A50 7'-3' 138'-6�/2' I j 11'-0%2' 66'-9' I 8'-O' I 66'-10' I 8'-0' 159'-2�/2' 2'-O' 3( '-8' 2'-0' 7'-0' ',' --,/,'S ,-,107,',,' - - 21 2 x 6 HOR BLKG s0 6'-6' AND Q I 1------------------------------------------ -------:-.---1 ---------------- -------------------------- ------------- --- 7'-6' AFF TO t, 2 x 4 HOR A50 ;;;;;;; BLKG C BASE lek RF-3 I RF-1 RF-3 RF-1 RF-1 RF-1 u'► A50 © ` 1 0 �I j ---- -- • _ 1 I I _�_ ---------- -',/,/,/,,,,,,,',/,/,/,--,-;,,-,-,c,-/-,',,',-;'''' jT 1 ( . it ��r � � mar r_�. • �_ �i v��;��■�~��M��■■�•��i�� ;��;;;��r� N f fr 1 i ►♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦ ♦�♦♦/'♦♦1►♦7♦♦♦♦♦♦♦♦♦♦♦♦ �►♦�7♦♦ / ;►♦♦♦♦♦ �►♦♦♦♦♦♦��!♦�♦♦♦♦ �, / r, ter.,. _ - - 8 I. 4,0 4 ♦♦♦♦♦♦♦♦'v''v' ♦''v 'v'i♦♦♦♦ ►♦ - '♦♦♦ ' ' '' " '♦♦♦♦♦ ♦io♦�♦♦00 ►♦♦:'♦♦♦♦♦♦�'i♦♦♦♦♦♦♦♦♦♦♦♦♦♦": ,� I:♦�i♦�►♦ ♦o♦♦♦♦♦♦♦♦♦♦♦♦♦o♦♦♦ . ii. ♦♦�;►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�,, ;;;;;-; ;-;- ,' %;,;; ;;I ;/' ' ♦♦/'♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ �♦ '♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦;'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'' ,, ,/ ,,,,,,,,, , , ; ; NEW 41 I;♦♦♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦�'♦♦�.►♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦/ ♦♦I►♦�♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�; GENERAL NOTES BLOCKING H ►0♦�I.♦GI►♦♦OO♦•-♦♦♦o♦,♦♦ ♦�♦♦♦ ►♦♦ O♦♦G♦♦C♦♦`� �.♦♦♦♦♦"♦�♦�'!'♦C 41 40 40 .♦41 41 ��O♦�'O♦ A.PLYWOOD USED FOR BLKG IS SHOWN IN ., ,„►♦♦♦1. ►♦♦ . ;'; ; PARTITION TYPE. BLOCKING KEYNOTE IS ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦I ♦♦t:i>♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦�; , s USED TO IDENTIFY LOCATION AND SIDE OF I I ( ♦♦♦ 1:. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1'♦♦/:►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦/ ♦♦/►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�' 'w,';' , ' s>, '>' WALL NOT TO INDICATE ADDITIONAL PLYWD. ",�.,,,,,,,,,, , ; � ;�', , ! 130 /♦♦♦1'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦ '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ FOR PARTITION TYPE SEE A351. I I /♦♦♦ ; ♦♦1► ♦♦♦♦♦♦ ♦ ♦♦♦ ♦♦♦♦♦♦ ►• ♦♦ ♦♦♦♦ ♦♦ ♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦ �♦♦ ♦♦♦♦♦♦♦♦♦♦♦o♦♦♦♦ ♦ ♦ 'r;•;'•;•, ; t;.;;;;;; ' ' '>' ;i ♦ ; ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦/ ♦♦/' ♦♦♦♦♦♦♦♦♦♦♦�♦♦�♦♦♦♦♦♦♦♦♦♦♦�♦ ♦♦♦♦♦♦♦1 ♦♦/ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦�♦ ��; ,-,, , , - 1, , s, s, B. NOT USED RF-1 — INFILI ♦♦�♦ ;•♦♦♦♦♦♦♦♦♦♦�♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦ ►♦♦: ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦� '>, ' I EXISITNG (RED 1►♦ ♦1;'♦♦♦♦♦�♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦:' ♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦ i1♦♦ '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� . } •FEATURE' STRIPE , ►♦� 1:' ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦:'♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦ ♦♦ '♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦''Z',',/,',',:::',",-,-,:/,',-, , ; .>, ' ' ♦♦� ♦♦� I C. PROVIDE APPROPRIATE BLOCKING FOR I I 11, ►♦♦ � ao ►♦♦� ♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦ , ♦♦♦� ♦♦♦♦♦♦♦ ♦♦♦♦♦ ALL WALL MOUNTED HARDWARE AND i ♦♦♦�:►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦ ♦♦ ♦ ♦♦♦♦♦ ♦♦♦♦♦♦/ ♦♦/►♦♦♦♦♦♦♦� ♦♦ ♦ �► MISC COMPONENTS. I 'I ♦♦♦�: ♦�• F X WALLS WHERE INSUL IS NOT ► ►♦♦ - 1 , AND GYP BD IS ELIMINATED / RE UIRED ND G I♦ ♦♦♦ ♦ ♦ ♦♦ ♦ ♦♦ ,'ii; REQUIRED►♦♦♦ . ♦♦ ♦♦♦�♦�♦♦♦ ♦♦♦♦♦�♦♦♦♦ 0141♦♦ ♦ ♦ ♦♦♦♦♦♦♦♦♦♦�♦�♦♦♦♦♦♦ j�♦♦ x 4 AT BASE O ( jf♦♦ ♦ ♦ ♦ ,�, , , / � �;�'�i;�ii%;�;�''i;-';;�'�'; O BEHIND FIXTURES. ADD 2 1,. .►►►►►►►►�♦ , , / /- ; ,, _ AND FURR OUT FACE OF 2 x BLOCKING I / AND BASE TO MATCH FACE OF GYP BD ♦ �50 ♦♦ �: ABOVE ca WALL ABO 1 , RF 1 ► ♦ , I 1 I I f; I , I .1 ♦► ,I SALES 1® I 8 I j "A♦♦♦` RF-1 I RF-3 I 102 RF-1 1 50 I 5 '�'''''-' 'i �'I A. SYMBOL INDICATES K-3 LOCATION. 10 I �� SEE PLANS, ELEVATIONS AND SCHEDULES , , , , , , , , , , 0, I 1, ♦. a', i,',',',',',',',',',',' ' ;'�';' ' ' ' ' ' ' ' ''' ''iT ,, , ,, ;'�';,„ ,,, ',,,,,', ' I FOR ADDITIONAL LOCATIONS. / i 1 ; i I I , I 1! I ,�I B. T RB ;';'' SYMBOL INDICATES I / S 1 / AN A PLANS ELEVATIONS D L LOCATION. SEE RF 1 1 FILI i0 / � ♦♦�; FOR ADDITIONAL LOCATIONS. I ♦ ♦♦� SCHEDULES 0 D ♦ ♦♦♦♦♦♦♦♦ ♦♦♦ ♦ ;�I P EXISITNG RED I ,►►►►►►►►�♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦�♦ ♦�♦♦�♦♦♦��:►♦♦♦♦♦♦♦♦�i•►♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦/ , , / i;,; .1 1 / .I , , +� CONTINUE RB 6 BEHIND FIXTURE FEATURE, STRIPE /♦♦♦1.; ►♦♦' ►♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ►♦♦� ♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦�♦♦♦♦♦I SALES FLOOR DOORS. / J �� I I li: ♦♦ ♦♦ �� INDICATES WALLS■ THAT I !► ♦ ♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦♦ � ♦ ♦♦ ♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ SYMBOL D 1 - RESILIENT BASE. I •'r'• RECEIVE BOTH K 3 AND RES L / it N , APPLIED TO 4 HIGH WAINSCOT K3TOBE 8 /'. WALLS AND CORNERS. SEE I ♦ 1 I►♦♦♦ ;.►♦�♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦0►♦♦;.►♦♦♦♦♦♦♦♦♦ ♦i♦♦♦♦♦♦♦♦♦♦♦ ►♦♦ :- i, _ 18 19 20 O O 0 ' Y T1 I ♦♦♦r' Q , ♦ A50 A 0 A50 A50 I I 1 ” >' NEW 5 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ `Y�4 I ♦ .Y, I ti 1 I I 1 1; 183 AND MT D. CPT,RF, RB, CT T N ,►►►►►►►��' ♦♦ ♦♦ ♦♦ ♦ ♦♦ ♦ ♦♦ �♦ ♦♦ b ALL C 1 1 / N ♦/ ♦ /! OWNER FURNISHED BY 0 ARE URN / A 1 I 1 1 182 /'• GENERAL ;'��''''''''''''''' '''''�'� � AND INSTALLED BY I , D 1 CONTRACTOR ti 1 r I 1, i,: 4■ ♦ ► ♦ ♦ - , , , , f,,,,,,,, , , mom 'I� 1 I I Y' Y' RF 1 /! ® ' - NEW I :�♦ r, ♦ ♦ ♦ ♦♦ ♦ ♦ - LOCATIONS WHERE ♦ YM 0 INDICATES L I ♦' ♦♦♦♦ ♦/ E. S B L I I , , - / - IS I 1! -I Q T 5 BASE IS LOCATED. TYPICALLY THIS BASE I / 184 ROOM WHERE Y PRODUCE 00 E , AT IN THE DR I I I ♦ LOCATED , A UT. A IS NOT CALLED 0 HEAVY DUTY BASE I 1 : THE E D RF-'I -I 'F-ILr�- I ;►♦♦♦0♦♦� ♦♦O♦♦000o�0♦♦Oa:.♦♦;:►♦O♦♦O♦oo♦♦♦♦O♦♦O♦00♦O♦1 ,. 0 X ) TRANSITION E EXISITNG RED �� STRIP (FTS 2 AT I F. INSTALL REDUCER STR I ► 1 FEATURE STRIPE I ;♦♦1► ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ : ♦/ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ � � � �'%;��' � RESILIENT FLOORING AND„ , ,,,, „ /. . „,„,, „4.I I � , , ; BETWEEN I r 1 ALL SIDES. I CONCRETE FLOOR ON L I �; EXPOSED CO CRE , k ,0041. ♦ ♦ 18 I ROOMS FINISH CHANGES BETWEEN 0 F FLOOR ► 181 NEW RF 1 LOCATED ' I: ---J', OCCUR AT DOOR CENTE L E , AT THE NEW MARKET ♦♦♦♦� ♦♦♦♦ ♦ 7-41 ■ ■ -, - - - - - - - - - - - - : - - - : - - - - - - - -....- - - - -4, - - - - - �'. .'x m'i' SEE 4601 FOR ADDITIONAL FLOOR FINISH AREA '♦♦♦♦♦♦♦♦♦♦�♦�' ►o00,�'v O � ��oOO�o� ♦♦ �� -v♦--v♦--t.�-�-o-v♦-v♦-v♦-v♦-v♦-v♦-v♦-o-�4 is=== INFORMATION 1 ♦♦♦� ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦�i♦♦� ►♦♦♦♦♦♦♦♦♦♦♦j►♦♦♦�♦♦♦♦♦♦�� ♦♦♦.��♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦O' — RF-1 ® , , "+ r K. FOR BASE CONDITIONS NOT SHOWN ON 4121. ♦♦♦♦ ♦♦♦♦♦♦♦♦♦�♦♦♦�'�/ ♦�`O♦♦♦♦ o♦♦♦♦♦♦♦♦♦♦4y♦'�♦♦♦♦�♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�- - - -o-o1 1 .50 •501 _ , , , , , , , ;"a `,",J, , , , SEE ROOM FINISH SCHEDULE ON A601 & A351 ►♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦� ♦ RF-1 INFILI EXISITNG RED ,��,!*�,,,'.►♦ I I I 21 L. INSTALL CPT-10A ON FURNITURE FLATS. +++ *� - - - 10 I. ∎ FEATURE STRIPE � Z :♦-♦-♦-♦-♦- ►♦-♦-♦-♦-♦-♦-♦.'�-��1� - - - -- ----------------------------------------------------------------------` I I T SEE FIXTURE PLAN FOR LOCATION. 50 0 - i- - 1 - - - 1 - .e♦♦ - - -RF-1 - - - - - - - -I - - - - - - - - I - - - - - - - - - - - - - - - - - ...r, 1- - - - N. FOR SST CORNER GUARD / VERTICAL SST END RF-1 - INFILI I _1 / _- y ..L' _ ♦♦♦� / • CAPS TO RB CONNECTION SEE 19 I I I o �� I ( EXISITNG RED FEATURE STRIPE I I I A501 I N 1♦♦♦4 I I I P. INSTALL REDUCER STRIP (FTS-1) AT • I I I rr' ►♦♦.i RF=3 -- TRANSITION BETWEEN RESILIENT 1 RF-1 - INFILI0 "�j - ♦j., (1I� FLOORING AND BROAD LOOM EXISITNG ,RED �I ♦♦;: i= . FEATUREI STRIPE ; ♦�� 4' ( ( I I „i„,„,, I CARPET (CPT 10) �� R. •...• SYMBOL INDICATES WALLS THAT Lk•_-, — 1 8 I I I I RECEIVE BOTH K-4 AND RESILIENT BASE. 8 I > K-4 TO BE 48" HIGH WAINSCOT APPLIED TO I i 9'-0' • 8 ( 161'-71/2' I • I I � I 1 i l I 180 /� 1 r I /.. \ H- -- -- -- WALLS AND CORNERS. FOR END CAP WALL CAP 1 I SEE® 18 19 /20 END '(' 't' ,' �' ',' 1,' ',' ,, ',' ',' I . , I I I ' °I o A50 A50 A50 A501 I QT-1 '`q; INDICATES APPROX NEW QT-1 NEW r , .k. i /\'I\ I•I\ ■ ,.:::::::,.::..:,;.. i 1 mm 11111 '•'••••••::::::•• INDICATES APPROx RF 3 11111_ o • _111111r 1 --.--------. REPLACEMENT �i \ - INDICATES APPROX RF-1 REPLACEMENT ,.., EXCLUDING RF-1 PATCH/FILL AREAS FOR WALL Q FOR WALL o ; LL FINISHES A702 ;,,,-,,,i A702 FINISHES , INDICATES APPROX CPT-10 REPLACEMENT a m � �\ INDICATES APPROX CPT-3 REPLACEMENT o \\\\\\, c7 z_ N Q In v- re) HUION 1 FINISH & BLOCKING PLAN lirl A121 V16"=1'-0” �. ., - , \ , . , , � i� f'. DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET 3 ' ® f�' b 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION OT A D G. -su' . �R DN Y WASHkGTON N T-o34504R20-10 FLOOR COVERING . i..4 A I, • ..; 0 TARGET F�E� � KED BY E PROJECT CODE CONFIGURATION Al 2 -1 1000 NICOLLET MALL POR y WALL F INISH & MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE ( SUITE 1200 • it. �� J VAN LANEN LAN � PROJECT NUMBER 2 70345 RR BLOCKING 1 p TIGARD, OR 97223 MulvannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN R. FLEE ' -ARCHITECT 04-1387-02 \ / . . ' / a. / - \ / ■ O:\Remodels\0345 WA Washington_Square_R\_ActiveCAD\0345a121.dgn andrewt 29-JUN-2010 15:31 ll FOR DBL POST OPTIONS V OR 48 SMS © 16" OC SECURE BENT FLANGE To DECK W/ (2) #8 SMS ' CUT FLANGE AND FOLD USE 250S162-33 STL COMPRESSION POST OVER TO FORM 90° ei MAX 12`-0" OC (EA WAY) SPACING FOR TERMINATION. SECURE 2" LENGTHS LESS THAN 9'-0" , W/ 48 SMS EA °....„. FLANGE F „. - USE DOUBLE 2505162-33 STL COMPRESSION O4.5 3.5 cl) 2.5 n n POST c� MAX 12' 0" OC (EA WAY) SPACING Y Y SEE ABO FOR LENGTHS VE FOR BETWEOPTIOEN NS 9' 0" AND 14'-0" ROOF DECK FLUTE FOR SPLAYED WIRE CONNECTION TO ROOF DECK SEE 0 COPE FLANGES OF TV - ( I - _ I STL STUDS AND , 12 GA (MIN) LATERAL SUPPORT I __ , I GRID SECURE E TO 8 CLG SMS , WIRES SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EX- --...,I ® I ; CEEDING 45° FROM THE PLANE - 45° OF THE CEILING. ALL WIRES MAX , 45° ATTACHED TO MAIN RUNNER. 1- (4) DIRECTIONS LATERAL BRAC- �� I I I MAX ING AT 12'-0" OC IN EACH I I - ii DIRECTION FIRST BRACE • � LOCATED WITHIN 6'-O" OF Ill - - • I _-f 45° I All'1 II ��" r EACH WALL MAX ` I !I �- .ri2 A �' � MAX MAIN RUNNER 4'-0" O.C. A � ATTACH TO STRUT I I I 2" MAX - (4) TURNS IN 11/2" TYP. 1 MEZZANINE REFLECTED CEILING PLAN (MR) SPLICE , NOTE: CROSS RUNNER @ 2'-0" O.C. A131 VI6"=1'-0" METAL SUSPENSION SYSTEMS FOR ACOUSTICAL CONTRACTOR OPTION: TILE AND LAY-IN PANEL CEILING SHALL BE INSTALLED SUBMIT CERTIFIED CALCULATION AND IN ACCORDANCE WITH ASCE 7 13.5.6, ASTM C635 DETAILS FOR ALTERNATE COMPRESSION D1 AND C636 POST TO ENGINEER AND ARCHITECT FOR 10 9 8 7 6 5 4 3 LIGHTS ROTATED IN 2 O1 2 SEISMIC BRACING DETAIL REVIEW AND APPROVAL THIS Q Q Q Q Q Q Q Q GRID ASEREQU REQUIRED-TYP T OSR & GC TO VERIFY A131 NOT TO SCALE I ( I I NUMBER OF TILES TO I I• I I ( I 349'-2' I I I BE REPLACED •_.. * I I- 0 M I I * J- (. . h . 1'1- . T t-. I HANGER WIRE 177, L r - , 1 I ' ® 4 I I I - - -41 t"�I '471',='i c7,,_),A �=lf_i, ; , 1, 'I (7r , 1N - - 1, f a= Tr'f r` r'r, w ® I 1 1 I i 1 r 1 E '. 1 i '186 8TYP I COLUMNST, %1 Lr,' .a' S h' ii�' • O �f-1-i I�r ;1 1L1�1:t I� l� ICI ,r 1 -,'1-,,i--),-- F'L vi--,,r2. f + '+ ,K +' ,4 4/4,4- +,'+ t +,4 +,4' 4-J/-1,` + I J ¢I�' I:Y 1 I ;r I,�I;1 1 ICI ,I' ICI;i l 1,1-)� I F 1` J'+ ,q "t h 1:.''.-.,fi t't,9 i t,'t 1d t't,9 �'1,t -AX-1/4 f t' t 9 �'11,�i i I I i 1'1`I;r I zI f L i I t I; I I r' 1 1 I I I I I 1 MAX N I I I i I I I I I I I I W ( I 1' I,I .r' t/'I,'I ){'I,'I ,A' I�'I ,f l•''I,'I ,I''I,''I ,9' J''I ,1 !' I.'I ,Y 1,'11, I,'I 1 �� I ,� L'I,'I ,I-'I,''I ,i' j�'I I V'I i I ,Y1- �''I ,1' J''I/I ,Y',''I 1' j''I,'I ,I''I,'I ,t' �,'I,'I 1''II,'I ,r' I,''I ,1' j,'I,'1 ,V'i,''I ,i' j''I,'i )''I,'� ,Y' I,''I ,1{ j''I,'I ,Y' I,,'I ,i' j''I,'I ,I''I,'I ,f' 6''I,'I 1''IV ,r' II' ,1' 1''I,'I ,i''I,'I ,i' VI,'I 1''I,'i ,r' I,''I ,1' 1''I,'1) ,Y'1,''I ,1' VI,'i t' I,'1 ,1' I I , I I I i l l I -PAINT J -.1 _ ,z17r-b,' , -11-'' ,'( ,,F 1'' ♦ lair 4 + 1'' +,'' ' �, k, _It `I� �,f i( ,./.---, �,I' I 4 �, t ti �, j -1 L t I 1 I 1 I 1 I I I H H H n 1111 1-i 2 CLOSURE ANGLE BLACK STARTING F- 1 (,' ,1 ,.r rrr rrr, { I I I 1 I n. 11 .. I I J' r' ''I, 1,1101,44/Y' i,' 'I,' 'I, ,(' ,1'' I,' • 1, ''I, '1' ,r' Ie. ,' I, I , ,1' t. J'' ' ,' ' •1, f ,i 1'' 'I, ''I r r 1 , 1' 1,'11 , :' I t I I i 146 (,- ,- , t' , , , , , , , 1 J ";' 1 :a as I w• ''i -I r' I''1 1' I - "1'i 'I r I, I 'I I''1 'i 1' t '1 i 1' f 'i r i''t 1 ! 'i i 1'/I I, I' I 1 '1 1''I =1 r' 1 'i -( I I 1 I I l 1 -- 1 l 1 -- F- I CD 1" ABOVE CLG LINE UJ I l I I I I iii 1 1 1 i l l l HA ' iE 1 1 I i 11 1 I 1 1 1 1 1 1 I àH 11 1 I I 11 1 1 1 I I I 1 1 1 1 I FINISH _� •I I I I I I I I I I I I I 1 1 1 1 1 1 TO T I I 1 ss 1111 as am sa . 1111 1111 _ •H •• 1 1 1 1 1 -- I -- 1 1 1 1 -- 1 1 1 1 1 1 1 1 I -- 1 1 1 1 -- 1 1 1 i -- 1 1 1 1 -- I I I -- 1 1 1 1 I I I I I I I I I I I I I I I I I' 1 1 1 o I -- 1 1 GYP G J I I •-. II ss sa am 1111 a as ss sa II MN ttt I ss as ( L // LIGHTS ROTATED IN i -- L L r L -- I L L .. T T T -- T T 7 -- �I 1 -- J -- I LLL -- t 1 -- -- + + + + + -- + + + + 4 -- 4 4 -- t 1 I 1 t -- II I I I I I I I I I I I I I I I I�I I I -- -- I ( I THIS AREA, MODIFY 1 1 1 I 1 I. 1 1 1 I 1 1 1 1 1 I I I I I I I II 1 1 I' i I I I ! 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I' 1 1 I 1 1 I I I I I I 1 1 1 1 1 1 1 1 I' I I 1 1 1 I 1 1 I 1 1 1 i 1 1 1 1 I I I' 1 1 1 1 1 1 1 1 1 I 1 1 1 I I I I I I I I 1' I 1 1 I 1 11 I I I I I I I I I I I 11 1 I' 1 l 11 l 1 1 1 1 I 1 1 1 I I 11 1 I 1 1' 1 1 1 1 1 i 1 I I I ' " I I I N 1 1 L L 1 T 1 �I 1 1 LLLL " Uii + + + , - l I _ - CLR I I DIMENSION TO ALIGN W/ as as 1111 sa ss sm ss 1111 as 1111 O i t •• I I I -• •- 1 1 1 1 1 -- I 1 1 1 1 •• .. I 1 1 1 1 1 •. -- I I -- 11 I I I -- V I I I V I I I V I I I LLn I I . ANGLE TO CELING 1111 ss sa as as as 1111 ma ma gs 11111 •• 11111 •• 77777 •• JJJJ .. I I 1 1 I I I 1 1 -- Ltn LLL rrrrro -- -F -1 -I -1 -F -- -1 4 -1 -1 -4 - -l -h -I -I -11- 11 l I 1 1 l I I 1 1 I I 1 I RUNNERS TYP NUMBER OF TILES TO I 1 1 1 1 1 1 1 I, I I 1 1 1 I 1 f 1 1 1 1 1 1 1 1 1 I, 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 I I i 1 1 1 I 1 1 I I I I, 1 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I II I I I I I II 1, 1 1 1 1 1 II 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1, 1 1 I I l 1 1 I I I I 11 I I I I I I I I I I I I , 11 1 1 I I I BE REPLACED . I LLLLL LL LL LLLLL 11111 11777 77777 JJJ I LLL LLLLL L1 11 � � � - � � � � � � � � � � � � � � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11' I I I I I CEILING ANGLE 1 1 1 1 I I� 1 1 1 !! I I !! I I I' 1 1 !! 1 1 1 1 1 !! 1 1 1 1 1 !! 1 1 1 11 !! !! 1 1 1 I 1 I 1 1 11 1 1 1 1 1 1 1 1 1 1 I .. I 1 !! 1 1 1 1 1 !! 1 1 1 1 1 on I I Li 1 I I t g! I 11 I 1 !! II 1 I I I l 1 I l 1 I I I l l g. I I�t I I gg t • I I I I MO as as II II IN NM g! sa am ss. 1111 !! ga as ss as R ,,/� COLUMN V -- LLLLL .. LL L o LLLL1 -- 11111 -- 117 �7 .n JJJJJ -- JJJ I V I V I L L LLLLL -- LL .- 1 -- -- -- . I I I I I I' I I I -- -- 1_1- / I .L L 1 1 1 1 1 _1 -1 -J -1 -a 7 -1 -1 1 1 1 I 1 1 1 1 1 L 1 1 1 EXTERIOR \/ T 1 I I I I I 1 1 1 1 I 1 I I 1 I I I I I I f 1 I I I I I � 11 1 F III 11 I 11 1 1 1 I 1 1 1 I 1 1 F I I I 11 { 1 1 I 1 I 1 11 1 1 I I 11 i I 1 1 1 1 I I l i 1 I 1 l I I a O WALLS T r r i 1 t I I I 1 Fr- V I L LLLLL LLLL 11111 11111 1'7777 JJJJJ V V V LOLL LLLLL 1_ L111 111411 1 -11 _1 -1 -t -1 -1 _1 _1 -1 -J -I � -I'_ II I I I 11 I I I 1 1 I I I I I' I I I I I !E I I I I !! I MCI' !1 !! I I !! !! I I I I !! I I !! l l l f 1 1 1 1 1 1 1 1 1 1 1 1 !! I 11 I !! 1 1 1 !! 1 1 1 I !! 11 I I I I !! 1 1 1 1 1 !! I I I I I !! 1 1 1 1 1 1 l l 1 1 1 1 1 !! 1 1 1 I gg I I !! I !! I I !! L L L !! L L !! 1 1 1 !! 1 1 1 1 1 !! 1.11 � J !! J J J J J !! V I I V V !! I L I L1! L L L L L !! LLLLL !! 11111 !! 11117 !! JJJJJ !! JJJJJ,- ( I I I I t I 1 1 !! I I 1 1 gg I I I LL11 L I 1 1 1 1 I 1 1 1 1 I I I I I II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 II 11 1 I I I 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 11 I I I I I I I I I I I I I I I I I f I l l II I I 1 I I I 1 I I I I I I 1 I I I I 1 1 1 11 11 I I I 11 I I I I I I I I I I I I 1 1 11 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 I I 1-1 I I f I I L I I I 1 f i 1 I I i I_I 1 I I I I i I I LLLL L 1 1 1 1 1 1 1 1 1 7 7 7 ! 7 JJJJJ J, I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 L L I I eat sa 1111 1111 as 1111 1111 1111 1111 sm ss as 1111 sa as 1111 1111 ms mm ss as 1111 1111 __ _. 1 1 1 1 1 -- I I -- o I -- -- I I -- i -- -- I -- I -- I -- I I I ._ I I -- I -- -- I I I I .- I I I I t -- I I I I I I I I 11 -- I I I I I -- I IY I I I !! I) I !! V !! i l l i !! 11 ga ma gg I as ma a11 1 :: :: 1111 am 1111 1111 !E as a11 !! I as 1 1 1 1 I 111 III 1 I Ell I -- 1 1 .. 11 IR I I I I nn 1 nn I .n I 11 .n i I I n. LLLL .. L1111 .- 1 1 1 1 1 -- 7 7 7 7 7 -- JJJJJ .. J I I I I V I I I .. 11 I I I 1 I 11' 1 1 1 I I I I I I I I I i I' I I 1 I I I I I I 1 1 I 1 1 I I I I I 1 11' I i I I I I I I I I I I I I I i I 1 I 11' I I I I l I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 I' I I I 1 I I I I I I I I I I 1 I I 1 I I 1 I' 1 I I 1 I I I I I I I 1 I 1 1 I I 1 I 1 I I' 1 I I I I I I I I I I I 1 I I 1 1 1 I I I I' I I IT2�sy MY I I I 1 1 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 1 I I I I I I 1 I I I II I I I I I I I I I I I I 1 1 1 1 1 1 11 I I I I 1 1 1 1 1 1 I I I I I I I I I I 1 11 I I 1 1 1 1 1 1 1 V I I I I I I II I V I I I LLLLL L L L L L L 1 1 L 1 1 1 1 1 1 1 1 1 1 1 1 11 I I - f - i 1 CC I I I I IL I i ms 1 1 I I 1 ms I I I mm I' I am 1 1 1 1 1 as 1 1 1 i as I' as 1 a11 I am I I' i ma ■ 1 1 1 1 mm as as as 1 1 1 ma I I I I I I' j ::•::__ __ -- CC -- II o 0 0 __ o 0 0 11 I 1 I I' I (L�jJ, I I I NI I I I I I o i I I I 'I�' 0 1 I I I I -- I I -- 1111 1 1 1 I 1111 I I !! I I I i !!I ' - _I_as I I__1 1 1 am 1 1 1 1 1 =Ail I� I_ I sa i am I I I as I 11a I i11 I I 1111 I 11 I to I i l l I I I IL I LLJ I I 11 1 !! I 11 1 I !! LLL 1 I !! 1 1 1 1 1 !! I I i 11 ! 1 1 1 1 1 11 __':: I •. - - -- - - 1 - 4 SEISMIC PERIMETER ACOUSTICAL CEILING DETAIL 1 1 1 i 1 1. I 1 1 I i I 1 1 1 1 1 1 1 1 1, I I I I I I I I I I I I 11, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I. I I I I I I i i l l l l l l 1 1 ,, I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, t I l i l l l l l l l I I 1 1 1 1 1 1 1 I, I I I,11�1 I II I I I I I I I I 111) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 11 1 I 1 1 1 I II 1 I I 11 I I 1 I I I i I I I f I 1 I I I 1 11__1 ILL 1 1 1 1 1 1 1 1 l 1 I I 1 1 1 1 I I 1 ,d __ L L L l 1 i I 1 1 ( I I t t t l 1 1 1 1 II 11 IB� 1 I 3 'gym 1 1 I mm mm i 1 11 i I 1111 1 mm mm it1 mm 1 I mm 1 1 I mm -ii mm 1 11 1 I mm 1 1 1 1 1 am 1 1 1 1 mm 1 1111 II, !! 1111 ma 1111 ill 1 , I f I 1111 __ __ _ - 11 0 11 o 0 o u -- -- __ -- 1 --, I I-I- -- I I I I -- I I I I I .- I, I I I I -- I I I I I -- .. - - gg i i' 1 1 1 gg I I I 11 u I i I I I' 1 i gg 1 1 gg 1 1 1 u i I gg I I 1 11 gg 1 1 1 11 gg 1 1 I I' gg 1 1 1 I 1 1 W 1 1 1 1 gg 1 1 1 1 1 II 1 1 I 1 I gg 11 1 I I 11 1 1 1 1 1 ! I_I_I_i I !! 1 I 1 I I !! 1 1 1 1 1 !! I LLL !g 1 1 1 1 1 2! I I I I I !! 1 I' A '_ '__r-' 1 ( - A131 1 V2"=1'-O" © - - - 1 ,_I- ,_-I-�-+ -I-I- 11-4-I- -1-1- I-T -I--I- 1 -1- L 4-I- 1-I -1-I- -I-t- F -i-li 1-I-I-4 -I-4 -4 -1- 1- -1- - N - 1 -I --I- L -I-I- +- -4 -1-1 + -1-I- +-I- N -I-1- -I --4- F -1- - I-�- -I-I- + 4--I- T--I- I-4 -I=1- a + 1 -1-I- I-1 - -� +• -1--I- 1---I-I-� -i--F- t t- I- t-1- H -I-t 1 -h- F 1•-i- t-1 -i--t -I-t- t -F-I- t-1-I-t -1-t 1 -t- r -F-t- -I-I- i -t- t -t-1- t-1-1� -I-1- 1 -1- I- 1-i_ t-I _ 1 L --- y l - - - - - - }' 1 1 I 11 1 1 1 1 1 1 I' I I I I I I I I i' I I I I I 1}' I I I I 1 1 1 1 1 1 1 1 1 1 1 LLLL I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' I I I� iii•�ii' r i =:m I 1111 I -I -1 1 mm -I-I -I-I-mm 1-I-I-I I 1111 ss II F F F I IN 1 1 1 mm I 1 1 mg II ma f I Et 1 ma 1 1 1 am 1 i I mm 11 f 1 11 f II 1 mm 1 1 I 1 1 mm 11 I 1 I 11 1 l II I I I 11 11 1 1 l _- 1 1 1 I 1 I __ _ __ 1 u- I __ I I I -- I I I I I --' - - -I o ® I I o I' -- I o I -- i I' I -. I I o I I I -- I P o I I -- I I -- I' ° I I I -- I I 1 I 1 _ I I I I I' = ! I I I I - I I I I I - I 1 1 1 1 1. 3 ':_' _'__man l I I I I I I l i l l l l l l l l l l l l l l l l l 11 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I1- I I I 11) I I I V I I I I III I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 I I I I l l I $ ! - I I 1 I 1 I I I, I I I I I I I I I I I I 1 I I I 1 I I I I, 1 1 I 1 1 I 1 I I I I I I I 1 I I 1 I I I I, i I I I 1 1 I I I 1 I 1 I 1 I 1 I I 1 I I I, 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 I 1 1 I I I L I 1 1 I I 1 1 I I 1 I I 1 1 I 1 I 1 1 I I L 1 1 1 I I I 1 I 1 1 1 1 1 1 I I I I 1 1 I 1, I I i�e�,, 105 mm I mm I mm I �� I I I mm I mm I I mm I i I mm I I �� f I mm I mm I I mm i m: V I I I m: I I t I �� I I as as I I I I �- I I I I 1 - 1 1 1 1 1 I I I I 1111 V I I I •� I I mu I- - ( .. .. .. I .. .. .. ( .. .. .. I .. - .. um .. .. !!, .. a - __ .. _ I I I _n I o 1 __ -I -I-1 I I o I I 1 1 _n I II __ I I ■ __ II liI .. I I I o I -- -- I I I nn I I I I I -- I I I I I -- IIII -- 11 11 IIIII -- IIII _- V I I I I,, ( I I I I I I I -- V I I I In I I H. '_:'__' _� .. .. _n n_ ._ ._ nn nn nn nn nn nn nn nn nn nn i nn IN - _ _ _ _ nn nn ! T I I I 1 1 1 1 1' 1 I I I I I I I I I I 1 I I I I 1 I I I 1 1' 1 1 I 1 I I I I I I 1 I 1 I 1 I 1 1 I 1 1 1 I I I I 1 I I 1 I 1 1 I I I I I I I I I I I I I I I I I 1 1 I I 1 I I 1 1 I I 1 1 1 1 1 1 �1 1 1 I I I I I I I I 1 1 I I I 1 1 I 1 I I 1 I I I I I I I 1 1 I I I I 1 I I I I I I I I I 1 I 1 1 1 1 1 1 1 -T 7 1 I 1 I I I I I I I II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 I I i I I I I I 1 1 1 1 1 1 1 1 1 1 1 11 11 1 11 1 1 1 I I I I I I 1 1 I 1 1 1 11 1 1 1 1 I I I I I I I I 1 I 111 I I I 1 1 1 1 I 1 1 I I ■ I I 1 1 1 1 1 11 I_I 1 1_1 I I_ I 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 I I I I 1 I I I 1 I 111 1 1 IN 1 1 T :: i :: I a_: I ::' I i as I I as a: ITI :a I I o I :: I 1 :: I :: I I :_: I' :: I ! CO I i :: I1-I 0: I I I sa I I I I :: I I I I 1 :: V I I I I I T I I :: 1 7 7 i 1' _ '' NM .. - - - - - . .. .. .. .. .. .. .. .. Will - - - ---- - - . .. _. .. -- -- - -- Ill l =1 �s 105A I ii: i :: I :: i ::) 1 1 1 1 1 :: I I :: :: I I :: I I :: I ms i I I 1111 I :a I I a: 1 a: a I as I I I :a I I I I :: I I I I I :: I I I I I as I I I I I - I I ' I I :: I I I I I I T "�-� .. .. __ .. .. .. .- .. ._ nn nn .. .. nn nn nn _ nn o nn nn nn 1 1 1 1 1 1' I I I 1 I 1 1 1 I I I I I 11 1 I I I 1 I' 1 I 1 I I I I I I 1 1 1 1 I 1 1 I 1 1 1 1 1. I 1 1 I I I I 1 1 I I 1 I I I I I I I I 1 I. I I 1 1 1 1 1 1 1 I I 1 1 I 1 1 I I I 1 1 1, I I 1 1 1 1 1 1 I I I I I 1 1 I I I I I I 1 I 1 I I 1 I I I I 1 I 1 I I 1 I I I I I' I I I I I t I I I I I -r 1 I 1 7 1 1 7 7 J. 1 I I I I I I I I 111 I I I I I 1 I I I I I i I I 1 I I I I i 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 I I I I I I I I I I I I 1 1 I I I 111 11 I I I I I I I I I I I I I I I 1 1 1 111 I I 1 1 1 1 1 1 I I I I I I 1 I I I I I I 1 I I I I I I 1 I 1 I I 1 I I I 1 1 I I I , 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 , hi NI ' I, 1 _ # T 1 1 I ma I 1, I m: 1 1 1 1 1 o I I I :: 1 I 1, 1 1-a-. I I I m: 1 1 1 1 11: 1 I II- I as 1 a 1 1 1 m: 1 1 1 1 I, I'! I :: 7 7 7 :: q t 1- ? (2) 10 x 1-- I ' •I ':J ATTACH INTO STRUCTURAL WOOD MEMBER I i i a { I I I I :: I O v I- . 1 - -- -- -- (� /�I I I 1 1 1 1 1 1 1 1 I I 1 1 f i I 1 1I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I T T T T 1 1 I 1 1 1 1 I 1 1 1 I -I -I -I 1 1 1 1 I 1 I 1 I 1 1 1 I 1 1 1 1 1 1 I 1 1 I 1 1 I I 1 I { 1 1 1 1 1 � � � 1 I I 1 I 1 I T T T T T -1 •��' ' \/ r f 1- - -J - I I I 1-I I_I I_L „_L_ I LL I_1 1� J J- L J-I L_I _I� _I L 1 J- 1 I_171 _I_1 J �_ L -_1_ L7 _I-1_ I ___L_ L _L I_ 1_ I_i I_L 1 L I_ LI_ U _1� J L LI UI 1 1 J-F LI1_1 I-L J J_ L 1-I I-I _I_1 -1 L LI_ 1-I_1_1 _ice J L J_I_ Li _I-1 J I L 1_ LA _I-1. _I_J_ 1 J 1_ LI_ LA _1-L .1 _L L LI_ _1-1 J -L_ 1 -I_ 1__I I 1_I_I I I _I ��,��n� - _ - _ -1 -t 1- _ 0 1 I I 11 a: I I I I I as 1 1 1 11 a: f 1 i- 1- :: r r r 1- T- IC T T T T T mm 1 1 7 1 1 IL -TI 7 1 -i Cm -I -J -J -I am I 11 I �� I I �� :: I :: i as T r as 1 I :a I i' :: CO I I I I I :a I I I I I' I I I I :g I 1 1 1 1 11 1:1_21 1 I " ' I G I 1 1 1 1 1 as I 1 1 1 1 :a 1 1 1 1 1 :: 1 1 1 1 I EE I I 1 1 1 1 1 1 I I 1 1 :a 1 1 1 1 I EE 1' 1 I I I :: I i I 1 I :: I 1 1 1 1 mm I I' I I I am I I I I I a: I I 1 1 I :a 1 1 I' I I mm I I I I I mm I I I 1 I EE I 11 ■ I as I I I 1 I :: I I 11 I Nit I I I I' I 1 1 1 1 CC I I I I I I I I I I I' I ® I 1 I u e -I-� --- - ••,, - -- •• •• •- -- I -- -- --- --- n-- - -- rf- -- -- ° -- -- -- -- I I I I I I I I I{-I ITT- 1--. I- I1- H I EXISTING WOOD MEMBER rrr rrrrr TTTTT 1 7 7 7 7 -T 7 7 7 T I r J r 1- r rrrr 11 1 1 1 1 1 1 1 1 1 I I I t I I I I I I I d 1 1 1 I I I 1 1 l 1 I c e I I i 11 l l l P I I I I I I I I I 11111, 1 I I I I• ( I I I I I' I I I I I' I I I f i l I l I l I' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I' I I 1 1 I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I. ( I I I I I I I I I ' H, / 1 :: 1 ,r---i I :. 1 I 1 1 1 a rrrrr :: 1- 1- Trr r :: T T T T T :a T T T T T a 777 -11-1 :: -t -i -1 -1 -1 CM -1 I -1 :s 11 I I Mg. 1 1 1 1 1 :: 1 1 1 1 1 :: I 1- r ii: rrrrr :. T I :a I :: as I I - I I I I = 11 I I I I :: ( I I I I ( I I I I mm I IYI I I as ' :: ~WINI M11111 111111 111111 WWI WM MM MM NM mm sus ma I I as I, I I mg I I ! mE I I ! EE I, gm I !� I I as I I, as I 1 :: I I I I I :: I I I I I, m: I I I I I :a ! 1 1 1 1 sa I ! F ! ! as 1 1 1 1 1 as I 1 1 I I 22 1 1 F ! ! 22, I I I I a: I I I I I = I I I 11 = 1, I I I t m: I I I 11 I i I I I mm I I I I I :: 1 !E I l o �� . �, -I n_ .. o .. .. . n_ o .. ..- _m nn nn nn n_ o nn o o FFF---"'------ nn nn .n 1 -I-1-1- -I-1i 1-I-1- - - -I-i-r f 1- 1 1- (- i- 1- ( 1- r TT T T T T T TTT 7 7 -T -117 -1 -1 -I -1 1 -1 -I -1- - - -I-1-I-I1- -I-I- -1-1- - -1-1-1-1- - - - I- r I- 1 1- 1- 1- 1- 1- r J l 11 11 III 11 1 I I I i I I I I I I I 11 1 1 I I 1 1 I I I I f 1 1 I 1 I 1 1 11 1 1 1 t- 1- 1 1- 1 1 I 1 I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I II 1 1 1 1 1 1 1 1 1 I I I 11 1 1 I I I I I I 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 I I I I I I 1 II 1 11 1 1 1 II 1 11 1 1 1 1 1 1 I 1 I 1 I 1 I I I I 11 f , I I I I t I 1 I 1 1 1 1 1 1 1 1 I I I I I I , 1 1 1 A 2" X 2" X 12 GA ANGLE MIN ' 1 II I 1 as 1 I rrr- :: r rrr mm t t r r r mm TTTTT mm ! T T 7 7 ma 1' 7 1 7 am -I 1 J 1 -1 mm I I 1 1 1 :: 1 I I 1 1 .m I I 1 I I -- I 11 1 I -- 1- r f- 1-r as r i- r r r :: TTTTT a: TTTTT as 7 7 7 7 7 as -1 -1 -1 -1 1 as -I -1 1 7 1 I I I I { I t I -1-1-1-1- -I-I-I-I- 1- mm 1- ' " 3 n ,.. _. .. ..I .. .. .. I .. -- -- -- .. .. •- -- -- I -- -- -- ( I I I 1 1 1 1 1 I I I I :: I I 1 WIDE WITH '8 DIA.22 r•• I I -- I I -- I I i .. I -- III III -- I -- -- I I - -- -- I I -- I -- I -- i t f -a I I -- I __ 1 1 1 1 1 ° ( I I I I I I I 1 t mon 1 -- -- -- -- -- -- -- -. . .- -- -- -- -- -- -- -- -- -- I-{-1- -I-1-,-1-I- -I-I-1- I- -- 1- ' , HOLES 5/8 FROM 1 1 1 1 1 1 rrrr 1- r rrr t1-- rrr rTT TT T -T 1 -T -T -T'-1 -1 -t 1 1 -1 -1 -I -1 1 1 1 1' 1 eIU� I- rr` rl rrrrr TrTT T TTT Y7 77 1 77 -1 -1777 7 -177-1'_ _1_1_1_1_ i_I_ 1 1 1 1 II 1 1 1 1 I I 11 I I I I 11 1 1 1 I I I I II 1 1 1 1 1 1 11 r 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 11 1 1 1 1 I I l 1 I I I l 1 I I I I I I I I I I I I 11 1 I t I I l l I I I I I I I I I I I 1 1 1 11/2" MAX. EACH END ---1- .- r .. r r r r C .. r r t t t . r t r 1- t - - t t t t t t t rt'7 1 7 7 7 7 .. 1 1 1 .. 1 I' .. I I .. u. 1- Y nn r r T T T ° T -- TTT 7 7 - T 7 7 ° I J J 1 1 •• 1' I I I I •• I I I I I •• I I I I I I I1--i-I-I- .n H n. H , .. _. .. ._ .. .. a. :a .. .. • 0 .. __ __ • :_ .. .. -: •a •• •• ._ .. ._ n_ .. 111211 ._ .. .. .. __ __ n_ _n _ __ .. __ n_ n _ _n nn IBM 111111.. I 11 .. .. 1 1 1 .. I II I .. 1 1 1 1 .. 1 1 1 1 1 .. 1 1 1 1) .. 1 1 1 .. 1 1 1 1 .. I 11 .. I .. f M. .. I I -_ 1 1 1 1 1 --1 1 1 1 1 -- I I I -- 1 I 1 I , :: II I I I , as I I l l I mm I I I I I I 1 1 1 1 :: ' :: 1 1 `�12 GA SPLAYED WIRE WM I I • i I, I I I ° 1 I I I I •• I- r r r r ° 1- r t, -1- i- .. t- t- -r t t .. t t t -t -t n_ -t -t -t -t,-t ° -I 7 -1 -I -I ._ -I -1 -I I I ° I I I i I, 1 1 I I I ° 1 1 1 I I ° I I I- f r •- t' I- r J- t- ° t ° -• •• ° ° •• -• I I r rrrr rrrrr TT7rT tT 11111 I, I111 11111 1 1 1 1 I I I 1 1 1 I I 1 1 I II 1 II 1 11 1 1 1 1 1 1 1 1 I I I I I ! 1 1 1 I 1 1 1 1 1 1 1 1 11 I I 1 1 1 1 1 I I 1 1 1 1 I 1 1 1 1 I 1 I 1 I l l 1 1 I 1 1 1 1 1 1 I I I I I I I I I I 1 1 1 1 I I I 1 1 1 1 1 1 I I I 1 1 1 1 1 I 1 1 I 1 1 1 I 1 1 1 1 I 11 1 I 1 1 I I I I I I I I I 1 1 1 1 I I I 1 1 1 1 I I l 1 1 1 I I I I I I' I I I I 1 I 1 1 l 1 I BRACING W/ (4) TIGHT 1 1 1 1 1 -. I 1 1 rrr -- 1- r 1- t- I- -- +- i- 1- t t o t 1- t t t o 1' 1- t -t -t -- -t -t -t at -t - -i -1 -1 -I -1 -. i W. I .. I .. t i .. r .. t on rrrrr -p t 7 T t 7 p- 1- t •• t i 1 I t •- t 1 I t i - I I I I •• .. 1 1 1 1 1 .. 1 1 I t .. t TURNS TO CEILING mu mm im MIW WM ma :: :: I i as as as as I as I :: I f :: I I a! t l l E I I I :: I :: I i :: i m- as ( I I I I as ( I I I I : I I : I I� 11 :: ( I I I I :: ( I I I I mm 11- 1 ._ __ .. .. ._ _. o _. __ _ _ __ n_ __ -- __ o • n •• nn II •• t -- I I H L f -- h L -- t t t ° t t t t t ° t t t 7 -- ) t -- 1 1 1 i 1 -- I I -- 1 II -•�' I I-I-I- -- 1- I- +- I- I- ° I- t- I- t- I- -- 1- r -r 1- r .. t 7 t -1 -t ° -t -r -t -t -t " -t -t -i 1 -1 "" -i -1 -1 -1 -11 • I 11 I I •• , I I I I -- I I I I I -- I I I I L ° L II I II I 1 1 1' 1 I I 1 1 I I 1 1 1 I I 1 I I I I I 1 I 1 I' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' I I I I I I I I 1 I I 1 1 I I 1 1 I 1 I I I' I I I 1 I i 1 I I I 1 1 I I 1 I I I i 1 1 1' I I 1 I 1 1 I I 1 I 1 I I 1 1 1 I I I I 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I' 11 I I I 1 I I I I f I I I I 1 l 1 I I 11' 1 I I I I I 1 I I I 1 1 -I 1 1 o I FI-1-I-I-..-I-I-I-I-I- o F- I- h h f- .m f- i- 4- 1- 4- .m t t t t t .. + t t t H o -t T -1 11-t .. -t -I -i -f -I 1-o -1 1 -f -I-.. 1 1 __ I I I-I -I-1 1 nn I-1- 1- 1- nn 1- h- I- I- t- .. t- t- I t 1- ._ 1- t t t t _n t t t -t -t ._ at rt at 1 at -a -1 7 7 -1 41 -_ -11 I I I I I I I I I I I I I .. I I1_I I I t :: L am mm mm mu am ma, mu I I as b l as I II :111 I I I :: I I I, as I as i I as I I. :E as I :a I I' .. I I I :: I I :• I a: I I :: I I °' a! I I as I I I I I .. 1' I I I I I I I 11 I I 11a I I, I I I L I :: I I , nom ._ _. __ o o __ .. _. _. __ __ ._ _: __ __ as .. .. .. I m_ -_ 1 -1 I ° I I_I -- 1 1 ° I- h- I- 1- f- -- f- i- it 1- 1- ° 1- +- +- + + ° + + + + + ° 4 -F + -hl-1 ° -1 -i -1 -i -i ° _1 1 -- I 11 -- 1 I I •• F "- h h ° t t t -- t t t t t •• t t t fi t ° t t t t •• 1 1 1 1 1 ° I I I I I I t I I I I I I I ■- I I I I I -- L 1 1 1 1 1 11 1 1, I I I I I I I I I I I I I 1 I i I I I I 1 1, I l l l l i l l i l 1 1 1 1 1 1 1 1 1 1 1 I, I I I I I I I I I I I I I I I I I I I I 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ', I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I, 1 I I 1 I 1 1 I I I I ! I I I I I I I 1 I I, I I I I I I I 1 I I I 1 I 1 1 I 1 I I { II I I I I 1 I 1 1 1 1 - 1- -.. 1-1-I-1-1-..-I-I- 1- I- L .. 1- L 1- 1- 1-. .. 1- 1 }- 1- +- .. +- + + + + .. + + + + + .. -F F -1 -1 -} .. -I -+ -1 -I -1 -.- --1 -I -1 1 n. 1 1 .. 1 .. 1 1- 1- .. +- +- L + +- .z t t t t t IN t t t t n_ -F -t -t -t -t NE -I -t -1 -1 -1 o -1 -1 -1 -1 I .. I I I I I I I I I I I I I I I I I I L L L SEISMIC SPLAYED WIRE CONNECTION DETAIL 1 II ma I 1 1 1 mm I i l I 1111 I 1 1 1 ■a 1 1 I mm 1 I am I ma 11 I ma I mm I I 1111 1 1 1 1 as am I I 1 am I 1111 1111 t ma I mm I I i I i 1111 1 1 1 1 I 1111 1 1 1 I I I I I I I 1 1 1 1 1 I I I I I I I n. .. __ ill .. ._ ._ - 1M .a a: a: as n_ o o .• I-- L- - L L - - , M -I 1 I o• . 1 I 1 1 ° I h f •• F + h + L °- h- 1- 1 1 + "' I I I I + ° 1 1 1 I " I, 1 1 1 1 ° 1 1 -1 1 _n_ 1 -1 1 -1 -.. -I I I- I I 1 1 I- L L + + 1 L t I r t f 1- 1 1 I t ; I h t f I f J 1 I 1 I I I 11 1 1 1 1 1 11 1 1 1 1 I I I 1 1 I I I I I 1 1 1 1 1 1 1 1 1 I l l I I II I I I I 1 1 1 1 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I t 1 1 1 III 1 1 1 1 I f I I I I I I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I I I I 1 1 1 I I I I I I 1 1 1 1 I I 1 I I 1 1 1 i i I I I I I I I I II I I I I I I I I I I I A131 NOT TO SCALE I .. + 1 1 + 1 .. 1 + I +' + .. I I -I + .. i . .. -- I ..-- - I I .. I I I 1 I .. T t t + h . + + + .. i .. I' 1 I I I I I - I' 1 ---- I1 I__ . __ . _ _ _ .: __ _ a V V V I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 11 I am mm 1111 I mm mi gm I ma mm mm 1111 mm mm 1111 1111 I I 11 1 1 1 1 1 m! I I I I I I I ms 1 1 1 1 1 1 1 1 1 1 mm mm I 1111 1 - I -- L - --- h- +-- + 1 I-- --- 1 1- +. l 1 -- 1 ! + t + -- + ! + -I 1 -m ! I 1 }' 1 ° ! I ! -I -1 -- 1 -I - -i - ---- --- --I -- -- --li---- - - I - I - 11'- 1 - I -I- 1 - - I I- I 1- :•- h I- h l-- t ..- 1 0_ n. _.. .. ! _I--I--I_-I-_.._-I_-I,_I- I--I_ _- L- .. _ I_- I_ .t - -. + { + ' I { 1 i I i { ( I i i { I' I I I I I I I I 1 I I I I 1 I I I I 1 1 I I 1 I i I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I I 1 1 1 I 1 I I 1 I I I 1 I 1 I I I I 1 1 I 1 I I I 11 I II I 11 I I I 11 III I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 11 I I 1 1 I 1 1 I I I I 1 I I I I I I I I 111 1 1 1 I I 1 1 I 1 I I 1 1 1 1 I I 1 I I I I I I I I I I I I 111 1 I I ! - I- I - I ---F- 1- 1- t l - -� I 1 1 1 + 1 1 1 1 1 1 1 1 1 1 I, 1 1 1 1 ! 1 1 ! J 1 -1 1 1--1 - - I -1,--I- 1- I -- - 1- 1- 1 1 1 V I I I - 1 11, 1 I - --- I t- 1 I I - - I + 14 1 - - T + 11, I 1 1 1 1 1 I I I I , i 1 -1 11,-- --- -I I- I --1 -1- - - - , I -1 I I- -_- I-1__L- i_ I_- - I- 1-. 1- I- I_ I-_I- 1_ I-, A351 • © ' I __ __ _ __ __ __ __ _. __ _. __ _1�r __ __ .. __ �� ag i mm I !m I I 1111 mm i I I as I 1111 I mm I I mm I 1111 1111 - _■ I I I I I I III 1 1 1 1 I I I 1 1 I I I I I I I I _ _. - - - -.___i I II mm mm mm I IN L- IM T I- �+- I 1 I� C 1- 1 �- t-T i •- h I T t -- F T I ••� ITT -- -f- 1 T -- I T-! 1-1 T r T- T T -'-22-•- 1-1 1�- ---T L-T-1 i- ---T I- 1-7-CO t 1-- 1� -- + + 1- { I 1 -f I + + I 1 I •• f + I I 1 -•• + -I 1 --I ° -I -I --I -I I---- -I 1 I T •! L- I -t-1 1 -r f -1--1 1 1 1 1 1 1 1 1 1' 1 1 I 1 1 I I I I I I I I 1 1 I I I I I I I: I I 1 1 I I I 1 I 1 1 I 1 I 1 I I 1 I I I I' I I 1 I I I I I I 1 I I I I I 1 1 I I I I I I I I 1 1 I I I I 1 1 1 I 1 1 1 I I I I 11 1 I 1 I I I I 1 1 1 1 I I I I 1 I I 1 1 1 I 1 I 1 1 I I I I 1 I 1 1 1 1 I 1 I 1 I I I I 1 I I I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 II'I 1 1 1 1 1 1 1 1 1 11 I Il- I - 1 I- ---- - 1_ 1-_ I- I- L -- L- LL- I- L- ---_ LL- 11L1- - - I1 1 I , t I III 11 ! 11 + I ! -I _I -_I 1 -I -_1 -I -I -- --1 -I --I --I II_ - --I- 1 -I- I 1- I I I i I 111 L1 { - - LhLI_ L - L- + F1- I- -- I - I + 1 I + -I - I + -1 -I -I - --f 1 _I -1 -I -- 11-I -I -I -I , 11 -I 1 -I - -1 -11--I1I -I. 11_ I_ I -- •- ° - I I I I I .. I I' I I I ° I ° 1 183 I' ( V I i l I' ( I V I I I' V I ( I I' V V I ( I V I I am am I I I as 1 1 1 1 1 a!' I 1 1 ( I I I I I I I I I I 1 I I mm ma ma 1 1--I- I- 1_-1_- I_ 1- 1 I I L o_ 11 11 I-- I 11 1 1 1 { t 1 1 11 1 1 I _I -I 1 I I -I 1 L- mm l h l- 1. I -- 1 I- 1- I -1- -- 1- J 1 -1 l 1 l I l l I I I I -I I-I I -I I--I -I-- V I I I .. V I I I .. I .. 1 II I II l 1 l 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L I I I I 1 1 1 1 1 1 1 1, I I 1 1 I I I I I 1 1 I I I I 1 I I I 1 I I' I I I 1 I I 1 I I 1 I I I 1 I 1 1 I I 1 1 1, I 1 I I 1 1 1 1 1 I I 1 I I I 1 I I I I 11, I I I I t t I 1 I , E1 I111011A I I L L l { 1 1 1 1 , 1 1 _1 -1 1 1 { 1 1 -11 - I I I I I -I -I I I l I I I I I I t 1 1 I 1 M I, 1 1 W I 1,1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -� _l _1 1 1 1 - 1 J J J - -� - 1 1 1 - I i 1 1 I - I- L l L L - L l I t 1 1 1 1 1 I I I t I I, 1 1 1 1 1 I I I I gg I I I I C! 1- I I- - - I - - 1 -1 - 1_ L 1 1 1 1 1 1- J- 1 1 _ _1 J _I -1 J -W I I ! , 1 1 1 1 1 1 - 1 --I --I--1--I- --1---1--- --1--1--C: 1 I 1 1 l 1 l 1 I Iaa t 1 CEILING MOUNTED I ; I I I I DOWN LIGHTS - TYP I 1 1 I 1 I 1 1 I 1 1 1 I I I I I I I I 11 1 1 I I I I I I I I I I I I i 1191111 I 11 1 1 I I , 182 SEE 1 I I I I I I' I I I- 1__1_ 1 1 1 1_ I_ I- I I- I I I l I' 1 1 1 1 1 1 ! I J I I I 1 1 _I -1' _I - II I _t _I _F -1 -1��--I 1 _ I 1 F -I 1 1 1 1 1 1' 1 1 1 1 1 1 1 g 1 1 I I 1 1 1 1 1 1 11 1 1 I I I 1 1 1 1 1 W I I I I ! ��{{' 1 -1 1 _1 1 -�� --I 1 -I -I 1 - 1 1 1 -1 1 {�{ I I I I I I I--i I -1 -��}}�� I I I I I I{{�I I 1' I I I I 1 1 1 1 1 11 I ■1 11 I 1 1 1 1 I 11 11 1 1 1 1 1 1 1 1 1 II �}J 1 1 I 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 M 1 I i i I i + 1 1 1 1 1 (�{ 1 1 1 1 1 1 1 1 1 1 {j� i i 11 1 1 1 i i _ CONTINUE PAINT-itl Milk I - 1, 1 _ 1 I I = I I' I I 1 1 1 I 1 1 I Illttt-� 1 I 1 I' 1 I--#-I 1 1 I I 1 _ 1 1 1 I 1 I 1' I I 1 1 I 1 I I I 1 1 I 1 1 I 1 I 1 1 I 1 1 1 I I 1 f 1 i fill- I 1 1 , 1 1 1 1 I 4 1 ,' 1 1 I 1 , 1 I 1 I RI - 1 1' I I 1 �, 1 TO (E) UPPER ® �+�' I I I I 1 I I I i I I I 1 I 1 1 1 I I 1 1 I I ! l 1 I I 1 1 I i l I I I i I I I I 1 I 1 1 1 1 1 1 I I i I 1 1 1 1 1 1 1 1 11 1 1 i I 1 1 1 1 1 i I I 1 1 1 1 1 1 1 I 1 1 1 1 1 I I i I I I I I I I 1 1 I I i I 1 1 1 1 1 I I t i I I I i i I I 1 i) I I t 1 I 1 I 1 1 1 from-' 1 CEILING TILE !_ f_ 1 I 1 1 i 1 i J' 1 J ! J I 1 ! 1 ! 7 ! ! 1 1 1 1 1 ' 1' 1 1 1 1 1 ! 1 1 11 11 I 1 I 1 1 I 1 1 i 1' 1 1 1 1 ! 1 ! ! ! 1 1 1 1 11' ' 1 ! 1 1 1 1 1 7 ) J J 1 1 1' l I I I 1 1 . i 11. 1 11 I I I 1 1 I, 1 I 1 I.• °- I I I -- I I ° 1 ° I -- I ° I -- i -- I -- I I -- 1 1 -- i ° I I I ° I I I I ° 1 1 1 1 1 u- '' I -- III mm 1111 asl 1111 as I II am mm ( :m ma as ma I I II I I i 11 1 I I 1 1 1 I I I i I I I I I as IN 1 1 1 1 1 ON I i as 1 1 :: I -- I :a, I :a i I I I as 1 i ° I I -- -- -- -- -- ° I I I -- 1 1 1 1 1 m. I I 1 1 1 a: 1 I 1841 __ .. .. .- I I I 1 I LI I I I 1 .. I I .. I I .n 1 I I . I I I 1 1 I, -I - 1 _I _1 1 _I_ I 1 I I I I I ) I I, I I 1 I I ._ S5 0 - +-1- 1-1 1 1--1- 1�-1-I -- I-t 1-1- + +-I 1-1 -h -1-t- -i--14 I-' i-t -f- j -h- t- F- -i 1 -1- -h- 1--�i-1- I-1- --t- -I-I 1-1 -I-t 7- i -h- f-1 '-1f '-1- -t-1 +-I I--I -+ i + + i 1--1 --1 1 i -t-I -' '-t I-t- - Y- t- I-Y -r t-1 -t 1 i t I-r 1-t- -r r - 1-1- -r t-1 1- �- I- 1 1 1 1 I 11 { 1- 1 I-1 1-1 i , , I - •- - - - - B - - O O I 1 I 1 1 • I I ° 1 1 1 1 1 ° I I -- I I' I -- I -- -- I I I ° 1 1 I I ° 1 1 1 I -- 1 1 -- I I I -- 1 I ° I I ° I I ° i 1 °' -- I t I ° I I I I I ° I i I I I ° I I I I I ° I I I I n_ I' I I I __ __ IL 111' I HANGING DRUM SIGN SEE II "0 ". gg 1111 ss as II 1111 sg sa 1111 II ss 1111 11.11 1111 1111 1111 El Ell as Eli Eli I LI i_II _ -_I_ I- I__ I_ _ .. V .._ _ II i a: 1 I as _I as I I) as - - I I - V I I as 1 1 1 1 II a. 1 1 1 1 1111 V I I as V as V I I I as 1 1 1 1 1 mm I I [ . 1 1 1 I I :: 1 1 . I I I I [ :: 1 1 I 1 I . I__I _I I I as I I I I I ms I 11 I I I as 1 sa 1 1 ISM DRAWINGS FOR Pi 1 1 1 I' I I I 1 I 1 1 I I I I I I I. 11 11 1 11 I I 1' I 1 1 1 I I I I I I 1 1 1 II I II 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I 1 1 1 I' 1 1 1 1 1 1 1 1 I I I 11 1 1 1 1 1 1 I 1 1, I I I 1 1 1 I I I I I I 11 I 1 1 1 I r 1 1 1 I 1 l 1 1 I 1 1 I I I I I I I I I I I' 1 I I I I I I I I ��, I (E) GYP BD 1 1 I I I�IC== ___ __=====L I--_I- I_ I 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I I 1 I I 1 1 I I I I I 1 1 _I- _i - I 1 -1 i-I i -I-1-I_I-I.1--1 I-I-I-1 1-I 1- I- I- I- 1 1 1 1- 1 1 I. 1 I_ I 1. 1 1 I_ 11 11 I I 1 1 ! I I Ii I ) -!- I_-1 1 I I 1 1 I 1 t I I -I _I _II 1 -1 -1 -j1 --1 1 III _I-I I I I I_I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I BULKHEAD LOCATION. FOR HANING I� _-1-.5 % T � ,s ,_,�� , 1 I - I 1 J l - - I'�■'� �IIIIIIIII 11111 111111 1 , nn n_ __ nn I I wn 1 1 1 1 1 nn SUPPORT SEE f T " d r.1��`<F. <<.A r,<, r,�:z i, 1 ;1 -- I --, 1 1 -- I I ■ -- -- h l -- I I -- L -- i -• i -• I, I -- I -- -- I I' -- i -- I I I 11 I I I I I. I I I I I I I I I I I �-_-- < < r. ,. . Y < �. < < , 1111 1111 ss MO mm El 1111 ii as ms 1111 ss 1111 II 811 as as ms NM a11 sa Y Y , Y I 1 a ,x < Prr�• <,,,•E'irJ" �•� ,P 9Y Tr,4 Ea, j,(^� I as I I as as I i as I as I I I as 1 1 mm 1 I .. I I i as II 1 �� .. I I I ma I I I as 1 I L. I I I I I .. I I I I I as I I I I t .. I I I I ma I I I I I ii: I I I I I mm Ak (;;:i:; <K> ,* vf>>yf Yv'> 1-r \'D'�vvY 't r�i}>> Y{ I I I I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I I I 1 1 I I 1 I I 1 I I I 1, 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1, I I I I I I I 1 1 I 1 1 1 1 1 1 I I I I I 1, 1 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 I I I I I 1, I I I I I I 1 I I I I I I 11 1 I 11 1 I 1 I 1 1 I 1 I 1 1 1 - - - .. ,> I I I I I (E) ACT irl•50 �•,•, _.k�:�<,�k,'�>>j".�>�� b�`�, i�'riv��>_ 4'.1_y%r>>�ol 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I 11 I 1 1 1 1 1' 1 1 I 11 I 1 1 1 1 1 1 I I I 11 I 1 I I I' 1 I 11 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I' I 1 I I I I I 11 1 I 1 1 1 I 1 1 -1 1- 1 1 1' 1 1 1 1 1 1 I 1 I I 11 1_ 1 I I I I J _J 1 I -1 -I -I -I -I-_I-I-I -I _I_I - I I 11 1 1 1 1 I t' 1 1 1 1 1 1 � 181 PAINT IPS 1. C 5 1 :,,,__ << < b >xur�.l��yi 1-j by o-;(1 >'� j^ >;h„-- I I I I I -- I i I I I o I I I I I __ I I I I I _• I I I I I _- I I I I I __ I I I I I -- I I I I I .. I I I I I -- I I I I I ._ I I I I I I I I I I -- I I I 11 -- I I I I I -- I I I I I -- I I I I I -- I I I I I ° I I I I I -- I I I I I 1 1 1 I I .. I if I I I .. I I :�:;:. < ; , 11, y., , :, a ss sm am 1111 am as mm ms 1111 1111 1111 1111 1111 El as mm ms am 1111 r<,L IN.,��;T�� j(i, 4' L` � V ?% ;__Q1 I _- I I I' __ I __ I __ I' __ I __ mm I' __ 1 I __ __ i o __ m_ n_ .__ .._ nn_ I I I I I __ I I' I I I _n I I I + .. .. .. .. .. .{ I i I I I I I I 1' 1111 I I I I I REINFORCE EXISTING ACT I-„c„ < r < 1, > ,,,.� >{,. „1,:', K,.i,a'. 4,•�: GI 1 1 1 1-- 1 1-- 1 I I 1 11 I i I I I I I I I I 1 1 I I I I f i 1 1 1 I 1 1 I I 1 1 I I 1 I I 1 I I I 1 1 1 I I 11 I I 1 1 I 1 I 1 I I 1 I 1 1 I I 1 I I I I I I 1 1- I I I I 1 1 1 1 I I 1 I I I 1 I li I 1 1 1 1 1 I I I 1 I 1 I I 1 I I I I I I 11 1 I I I I I I I I I I I I 1- I- 1 I•1 I II 1 I 1 1•r 1 �- 1 1 CEILING GRID IN THE AREA %a:, t' P > -•t?'P- F >^_?x t,a k 4 ,ti d G��of 1 1 1 1 1 imp 'I' 1 1 1 1 I 1 1 1 1 i I. I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I' 1 1 1 1 I I 1 1 1 1 I I' 1 1 1 II 1 1 1 1 1 1 1 1 1 I I' 1 1 1 1 I 1 1 1 1 I I I I i l I' I I I I I I I I I I I I 1 1 1 1 1 1 1 I I I' I I I 1 1 1 1 1 1 1 f`"k'� �> '�'r ii:ww k~.1. T<Irt�a<< !<,I I o I I Z. mm I mm 1 1 mm i m! o I I .n 11 1 nn I 11 ._ 1 I am i I Em I I I I I mm I I I 11 as I I I I :a I I 1 1 I ---E I I I I I :! I I I I I :E I I I 11 nn I I )' I/I '1 ,, b 1-,, I „ I ' BETWEEN THE REACH-IN ,, _:, _ ._ I - I IT "i"""<<k<<f x°b° v�v'}` '1 <<` };k<<Y'y" in�a"<f`<1 I 1111 I I g!, 1 I I I I gg I I I I I E I EE L I EE EE EE I, I EE I g! I EE I, EE I EE I I EE I I' I EE I EE I I I I I WIN I I I I I. �m 1 I I I I ai I I I' I ,1 �' I, " ' ' '1 I' I '' , ! e -^ � T- 1 INIM CASE EVERY 1 -0 OC, �<� x « �,<� - �'�' p SEE I ;i,; < <<r<< °r b yr,','' G,9<<� b`<�<rY 1. `YY,'` ' 1 1 1 1 I I I I 1 1 I 1 I 1 I I 1 I I I I 1 1 1 1 1 1 I 1 1 1 1 I I I I I I I I I III ! 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 11 1 I I I I I I I I I I I I I I I I I I I I '` 1 F F ,1 ,L I,'1 J''I.'1 I- I,1 h 1-'1-,11- r' < . , 4 >K S Y 4<-1 �Y J-- I I_ 1-_1 _1- 1 1- ( L J- -I - -_L 1 -1-- l i-- - (---I -f -1- -I _l-- 1 _L--I. 1 --•I- I _1 -I _1- 1 _I-- l --I - l-_I I 1 1 1 I- I I - 1-- h- -1--- - L -1 - -J 0 -, �a,.�S Kt<!�'Y�`Y.'4�.l'X<� r, I C�.1. .�-dr�i�Y., � - -- - - - - - - -- - - - - - -- - - - - - -- - - - - - � - -- -- - ---- - ---- - ----- - ---- - ---- -- - e � � --- - - - ---- - - - - - -- - -� -- - ---- ---- - ---- - --• a - - - --- ---- - ---- - - a - - - - --- - -- - - I� IQ - l I I I I I 11 �' I,'1-,1 I.'I ,f ,I''I,'I 4''I ,1 4 I,'I ii 50 �' r ill 1- r 7=r- :. r r r r rein I I _: I I .a .a l l I __ I I I .. __ :. I I I 11 :- 1 1 I 111.1 I 11 I Imo I 11 1 1 n: 1 1 1 I I o ._ __ __ __ __ _. .. .. __ ti i I T 1 1 1'I I 1 1 I I I f 1 .. C lam :: I I I I :: 1 1 I I 1 is 1 1 1 1 1 as 1 1 1 I 1 :: I I I I I :: 1 1 1 1 1 :: 1 1 I i I as I I I I I as 1 1 1 1 I as 1 1 1 1 1 as 1 1 1 1 1 as I 1 1 I I CO I 1 1 1 1 :a 1 1 1 1 1 :: as as :: as as :a a: a: :: 1 1 1 1 I 1 EXISTING BULKHEAD s .. _n n_ .. .. _ _..- _ .. -. nn n. n. .. n. nn - -. ._ __ n_ n. .. .. .. _. _ _ I • 1 5 FIELD COORDINATE 'r r - I- 1 7 1 1 1 1 1 1 1 1 1 - l 1 1 1 I 1`-I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I -- ° ° ' ° ° __ ° , ° ° 1 1 {{�--{ l l l��}1{ I I 1-r r 1- m_ LOCATION OF GRID I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I 1 I I I 1 1 1 1 1 1 1 1 1 I 1 1 I I I I 1 1 1 1 ! I I 1 1 1 1 1 1 1 I I 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I IF 1 1 II I I I I I I I I I 1 1 1 1 1 1 1--1 i l 1 1 I I ° I I r _ .. .. 1 1 1 1 1 .. 1 1 1 1 1 .:' 1 .: I .. .: P I 1 1 1 .. V .. 1 1 1 1 •1 .. 1- I I :. 1 1 l l 1 a_ I I i l l :. I' I __ 1 1 1 1 .. .. __ __ .. .. .. .. .n 1 I 1- -I-I I1-1-l I I r :. A131 NOT TO SCALE TRACKREINFORCEMENT -_ -- -- - -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- ��: :: I :: I I !:I I :: I :: g: 11 1 I :: I :: as II as I :: I I a: I a: :: :: as as a: :: :: ( :: a I FOR HANGING r - -- -- -- -- -- -- - -- -- .. .. -- -- -- .. .. .. .. .. .. -- -- -- t 1 J J I I I 1 1 1 I 1 I, i 1 1 I 1 1 1 I i I, ( I I I I I I I, I I I ° ° -- ° -- -- -- ° -- r r r r r t MARKET SIGNS 1 1 1 1 1 1 1 1 1 I 1 I I I I f II I I I I I 1 1 II 1 II I I 1 1 1 1 I 1 I 1 1 I I 1 1 1 1 1 1 1 1 I I I I IL 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 I 1 11 1 11 1 1 11 I I I I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I ' W/TARGET ISM-TYP r r r r as r T� T T T TTTTT 7 7 7 7 7 1 i as i t am-1 r :: i i r r r r 1-- 1 1- r :: TTTTT T T 7 T 7 as ( i 7 .. .. .. .. .. .. .. .. .. :: r :a - SEE -- -- .. -- -- -- -- -- -- -- -- -- -- -- -- •MM I 1 mm I as I as I 1 I I as I „a I a: :: :: Will 11111111 :: :: :: :: { I I I 4 ! T 1 MM nom© • 11,'1 ,1 1' I' II'I ,r V .I' I,'I ,r L' 1' I,'I .Y I,' V 1,'11 l' I,' L' I ,'I 1' 1,' V 1 .1 1' I,' L'I .i I I,'I ,r L' I I,'I ,I' I,' I,'1 ,I' I,'il ,1 Jr I,'I .1 1' I/I J .T L' I,'I .'I ,r I,' .1 __ ._ __ I o __ _: o VMS o WW1 _. N nn I _ 50 1' y'1 ,T' 1''I,'i 1'/1,'1',1-' J''I , ' 1'I,'i ,r'j/1 ,1' 1''1,'1,r'i,''i ,1' 1''1,'( a''1,'i ,r' v'I ,� 1''1,'1 ,r' I,''I ,1' 1''1,'1 ,r'1,''i ,r' y'I','( 1''I,'i ,r' 1,''I ,1' 1''I,'i ,r' 1,''I ,r' v'1,'( a''I,'i ,r' v'1,1' r'1,'i ,1-''I,' ,1' 1''I,'( ,I''1,'i ,r' 6''I,'( 1''I','i ,r' b''1 ,1' 1''I,'( I / :: REFL CEILING PLAN GENERAL NOTES w J IIt r' ) T'1 T T'T , J 'T-,,i= 1 T,'T T'T,T T/7/1'f 7,T �' f { !rrrr. 11111. i' '11-;::: -I r.rrrr •r 1r .t 1 I .1 1 L'�,f 1-'r,♦ d''1-r P r'r,r T'1-, P 1-,T l' T,'T,T C'T, r T T,'II 7'7,f �'7,i�'L o _ .. : o .e o o __ I'J, TI ,Y ITI I ,' r rrr 1 1. r r r r r r .. .. .. .. .. .. - 1 . • • 4 (- 'I 'I 1' ��' I,' 'I ,I ,r 1' I,, r ,,I rrrr ,I , rrrrr ,r' '1<• I' /1/:,:::. ''I ,'I rurr ,Y rrrrr. 1,' rrrrr ' 1,''nrur' I, .r ''I .r ,'I ;rrrrr ,Y' rrrr. j, nrur' (,' o o __ , __ ._ mum __ , o __ I r IUt�I r moo" ' ' ' " " ' " ' -- -- -� -� -- -- -- -- I A. ACT CEILING GRIDS ARE CENTERED IN -- -- -- -- -- -- -- -- -- A 1 i L' i-- r T, . 1-.r �l..r 1, �r' 1, 1 1 :I A I,TI'-i' .1 )-I?I `I�I 1. r T T, 7 o o __ n_ __ __ __ __ _. I Lu I ,1' 1''1,'1 ,d' )//1, 1''1,'i ,a''L'! ,1' y'1,,1' 1''f,'i ,�'),'1,,1' 1''1,' a'' II■ i�� - I 1 1' J''1 -i 1' r i ,i' J''I ,1' 1''I,'1 ,i' !''I,'1,11-'I,'! ,4//1/1/'I' y'1,,f k' 1;'I ,i' 1''1,-I' F I,'1 ,1' i''I,,'i 1''1,'1 1''I,'i ,T' ROOMS PER SPECIFICATION 09 5100 dt_ II y _ -- 1 - - - o o O CRITERIA UNLESS NOTED OTHERWISE 180 ' - /I yl I t I I '1 _ c I I I P-7-41 , i l l 111 - '- - - - - - ' - - - ' I -� , o . . - • I EXTENDING TO ROOF OR STRUCTURE PER(It B. PROVIDE SLIP CONNECTION AT ALL WALLS °' k - 1 *d '1 ( ( _�_ _ _ _ - J _ I -1 SEE 12/A501 _IL - I 1- I I , I I �►� -® 1 I J - I - -. I �F I •`, , , ♦ C. VERIFY LOCATIONS OF HANGING DEPARTMENT I I I I - Q9 i - 1- - - - I 0 O ® I SIGNS WITH TARGET'S IN STORE MARKETING. LOCATIONS SHOWN ARE �i 1 FOR REFERENCE ONLY 0 cr 10 e ® ® ® :Ii;l • - j- - - 0 O P�IP�� O - - ■ o w ct - - - - - - - in i. - - - - - - - - S1 A50 501 1 0 D. PROVIDE QUANTITY AND LOCATION OF c) I 1 I I I DIRECTIONAL/ EXIT SIGNS AS REQUIRED BY N �I FIRE MARSHAL HAVING JURISDICTION o O5 4.5 O4 3.5 �3 2.5 ( )2 �i CEILING LEGEND E. SEE E111 AND M111 FOR LIGHT FIXTURE AND Z v DIFFUSER RELOCATION. COORDINATEFOR = 1 REFLECTED CEILING PLAN (MR) I I REMOVAL/ REUSE OF LIGHTS DIFFUSERS AND ' EXISTING ACT CEILING I SPRINKLER HEADS A131 146"=1'-0" F. FOR ALIGNMENT OF SPRINKLER IN SALES FLOOR CEILING SEE SPEC, DIV 15 v APPROX AREA WHERE LIGHTS I ,' ARE ROTATED 90°. THE OSR G. FOR CEILING GRID BRACING AND EDGE 1 AND GENERAL CONTRACTOR , / .." ,' , CONDITIONS IN SEISMIC DESIGN CATEGORY TO CELL VERIFY LE TO ABED REPLACED. - SEE d TV NEW ACT CEILING _ , DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET ,.. - - - s 30 JUNE 2010 06.30.10 BP�.O COMPLETE CONSTRUCTION WAS H kGTON eDRAWN BY T- 5 MR2o�o 0T R M U LV/� N N Y G z '.t �:i�Ii�H; REFLECTED C E I L I N SQUAREPROJECT CODE CONRFIGURATION CHECKED BY P [ \N II 1000 NICOLLET MALL ��, MINNEAPOLIS, MINNESOTA 55403 sot sw SECOND AVENUE SUITE 1200 $ % J VAN LANEN 270345 RR PORTLAND,OR 1 97204 �, i PROJECT NUMBER 9009 SW HALL BLVD TIGARD, OR 97223 MulvannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN R. FLEEN: ARCHITECT 04-1387-02 I I I ■ / ■ . / - - - \ / - \ / ■ O:\Remodels\0345WA Washington_Square_R\ActiveCAD\0345a131.dgn andrewt 29-JUN-2010 15:31 ...DIN I I I I - - - - - - - - - - - - - 0 NOTE: INDIVIUAL HOLES ARE REQUIRED FOR EACH LINE ENTERING THE FACE OF M1 0 I 14 THE PIPE BOX. SLOT CUTS WILL NOT BE ----------- PREMANUFACTURED GALVANIZED PREMANUFACTURED REFRIGERATION ACCEPTED PIPE BOX FASTEN PIPE BOX TO i REFRIGERATION PIPES CURB W/ 410 TEK I I PIPE BOX, SEE AI CONDENSING UNIT BOX - SEE \ II I I II SCREWS & GROMMET I A14p ' CURB SEE TYP I I © CONTINUOUS II I REFRIGERATION PIPING SEALS @ 12" OC II I al- SLNT-7 AROUND II I I (MIN 3 PER SIDE) IL — WRAP PVC MEMBRANE OVER © I I ■_ , ALL PIPE OPENINGS I I 6' INSUL-6, WITH VAPOR TOP OF CURB, OVERLAP 2" MIN 140 `, FOR REFRIGERATION I II BARRIER PLACED ON DECK PVC MEMBRANE �1 ' OVERLAP INSIDE CURB I PIPE BOX SIZE SEE I II FULLY ADHERED !x 0 \ I i AT CONDENSING UNITS, CORE DRILL WELD PERIMETER I ;_; l 11/2" OF INSUL 1 M1 p 3 \ II II HOLES IN THE ROOF DECK FOR OF WALKWAY PAD ;;;I 1 ■'- - _ ___ .- ___ .- - _ __ _ - _ - _ 140 1 _ II I I II REFRIGERATION & ELECTRICAL . CONDENSING UNIT- - - - t - - -1"*. LINES. THE HOLES SHOULD BE WELD CURB PVC TO e2: M1 SEE MECH ( ( I SIZED t%2' LARGER THAN THE 2" MAX Ml f `_ - Ir - - - l REFRIGERATION & ELECTRICAL LINES ROOF MEMBRANE PREFORMED METAL MI PVC ROOFING ROOF CURB I WALKWAY PAD WALKWAY PAD PREFORMED METAL AT SIM: MEMBRANE lir SEE Ai TYP I m SEE ROOF CURB I h ( CUT SLOTS IN THE ROOF DECK _ ''•''I SCREWS Ra ROOF OC # ATTACH ROOF CURB W/ (2)-412 WOOD I`I FOR ALL REFRIGERATION LINES 140 I 1 ■: 140 : ' SEAMS BEFORE : 1 irk.-. - I�� a FOR STRUCTURAL REQUIRED AT THE ROOF TOP NOTE: PROBE ALL Ipsasas sssaasaasaaaaa:aaas�:ians' ' EXISTING PLYWD ROOF DECK FRAMING SEE 1'•' COMPRESSOR RACK. THE SLOT CONTINUES AT PIPE > CONDENSING UNIT � III SHOULD BE ±1/2 ' LARGER THAN WALKPAD IS BOX FOR CONDENSING UNITS CURB SEE d ��_:::�::::�:�:�=i`�„� p♦♦ /4v414,11 THE REFRIGERATION LINES INSTALLED 6”€ tlilfilmmu wa_d ® I -"-�4- 1 ∎ n_.∎ ∎ `,"""""""""'"' # WHEN POSSIBLE, ATTACHED PIPE BOX I 140 II *15 ROOFING SCREWS- (0 TO EXSITING PERLINS. IF PERLIN IS NOT WHEN POSSIBLE LOCATE PIPE 12" O.C. ALL AROUND CURB, - I— - - } - - - -� - co - - i ANCHOR c PLYWD ROOR DECK PRESENT, ADD 2x6 WOOD BLOCKING Ml - ■ EXISTING PLYWD W/ LU 26 CONNECTOR * BOX OVER EXISITNG PERLIN. REFRIGERATION PIPE I I ROOF DECK WHEN PERLIN IN NOT PRESENT, BOX - S© i 14 2 PIPE BOX DETAIL ADD 2x6 W/ LU26 CONNECTOR 3 FLASHING @ PIPE BOX CURB 4 NOT USED A140 I CONDENSING UNIT- A140 SEE MECH 1"=1'-0" '140 REF: 2/A140 112"=1'-0" 140 112"=1'-0" I FOR REFRIGERATION i I I (1 PIPE BOX SIZE SEE NOTE: FOR REFRIGERATION I 0 PENETRATIONS SEE I ROOF TOP COMPRESSOR SLNT-7 APPLIED AGAIN PROVIDE EITHER OF THE FOLLOWING ANCHORS: CONDENSING I RACK AND FRAME 1) *14 - 20 x 21/2" HEXHEAD SCREWS W/ DRIVE SLOT UNIT TO BE 2) 1/4" 10 x 2%2" LAG SCREW © AFTER CLAMP IS TIGHTENED -- -- AT TOP OF SLEEVE CENTERED ON LEGS 140 II- 6 TUBE STEEL BEAM, 11 - - I I WITH EACH ANCHOR PROVIDE 1" OD WASHER, 11 SEE - TAPERED INSULATION - - - - - - - - - - - - - - - - 0 ANCHORS & WASHERS ARE GALVANIZED CONDENSING UNIT TO BE II ® �� CLAMP SECURED TO CURB NOTE: PAINT ALL EXPOSED 11 USING ATTACHMENT METAL STRUCT MEMBERS II SLNT-7 BEHIND ANCHORS (SCREWS & EPS-7,C-6 it T/O CURB TO BE FLAT & LEVEL , : INSIDE OF PIPE SLEEVE NOTE: FOR NS REFRIGERATION E .1 " ► -- t WASHERS) � 24 OC I I 1 PIPE SLEEVE 1 Q 1 f SE CLDETAIL ��i 140 1 TALL CONE FLASHING i 1 WELD PERIMETER z I I TO ROOF MEMB _I 1 i o PREMOLDED PIPE /- '` PREMOLDED PIPE PVC PIPE WALL - r - - o SLEEVE WELD TO ROOF Ni / ' SLEEVE WELD TO ROOF ��' 1 t 6" WIDE ROOF MEMBRANE °� MEMBRANE 1 MEMBRANE C LAMP DETAIL I t } J STRIPS & HEAT WELD , / G1 - - - - , - - - - - - - - - - - - - - - O TO SACRIFICIAL LAYER I o TO HOLD DOWN °co ROOFING MEMBRANE ROOFING MEMBRANE N ■ ROOF CURBS < -TYP -TYP I _ 6 x 6 PRESERVATIVE TREATED w LUMBER FOR LOCATION, a:saa■a:s■su■:sss■ asssssssssasssa:saaaass: O SIZE AND SPACING, SEE N I I NOTE: PROBE ALL SEAMS Alik BEFORE WALKPAD IS INSTALLED EXIST WOOD DECK ' 0 I� AND STRUCT ' NEW STEEL- SEE 1. /� 1' I EXISTING PLYWD DECK - i - - - ice- 5 CONDENSING CURB DETAIL 6 ROOF TOP COMPRESSOR RACK & 7 VENT PIPE SLEEVE i '140 NOT TO SCALE A140 CONDENSER UNIT SUPPORT DETAIL 112"=1'-O" '140 112"=1'-0" 0 0 NOTE: AT THE SIM CONDITION FOR THE REFRIGERATION PIPING, NOTE: PIPE STRAP TO BE ONE PIPE SIZE 6x6 TREATED WD TO BE USED NOTE: THE SIZE OF THE MEMBRANE WRAP LARGER THAN PIPE TO ALLOW FOR PIPE FOR THE REFRIGERATION PIPE SUPPORT NOTE: SEAM PATCH (MINIMUM PATCH SIZE H.L ON lA ROOF PLAN SERVICE AREA MOVEMENT DUE TO EXPANSION/CONTRACTION FASTEN TO BLOCK. SEE MECH SPEC WILL NEED TO FIELD VERIFIED. IS 4' X 4' WITH 1/2' RADIUSED CORNERS) 311, A140 V1:5"=1'-O" SPAC NG ARIES 0050 W/FOR OF PPE) -4x4 TREATED WD PIPE WIDTH OF 4X4 SECTION 20 SUPPORT 18' LONG 2' SUPPORT SACRIFICIAL LAYER TO BE\ 53/&„ _ 51/2" • AT LEAST 2'-O' WIDE & \ - PIPE STRAP BY MECH �- COMPLETELY WELDED OVERLAP ■� / /' MEMBRANE WRAP NI. TO ROOF MEMBRANE // // 22' X 171/2' FOR 11jIIhq�1j10 \ \ \ F, 1 - 8 COMPLETED / / // 4X4 SUPPORT Igli��'It'1 - _ - _ f- COMPLETELY WRAP TREATED // // / p1191I mmmmmmmmmnm �l �°■ --'/WD BLOCKING W/ ROOF MEMBRANE. / FASTEN MEMBRANE TO BLOCKING / / / W/ 2 11/4' SST SCREWS AND // // / // 11/2" WELDED SEAM 1/2" MIN. BETWEEN / PLATE EDGE AND "" "' SEAM PLATES AT FLAP EDGE. / / / FOR ADDITIONAL NOTES SEE / / CUT MEMBRANE 4' IN FROM EDGES BACK EDGE OF / / 1/2" MIN. BETWEEN - / A DISTANCE EQUAL TO HEIGHT OF MEMBRANE ROLL. 0 / / / WOOD BLOCKING. USE A HOLE PLATE EDGE AND I I I I 140 / // / PUNCH AT THE END OF EACH CUT WELD ZONE. ,. / TO CREATE A SMOOTH CIRCULAR FASTENER PENETRATES TOP . WALKWAY PAD ! ROOF FOP COMPRESSOR / FLUTE OF STEEL DECK Ni MIN. RACK, OR SUPPORT NOTE: AT SIM LOCATIONS, 4x4 TREATED WOOD / HOLE TO PREVENT TEARING I SEE DETAIL SEE Ai ! BLOCKS ARE USED FOR REFRIGERATION PIPE EXISTING PLYWD ROOF DECK FASTENER IS NEITHER OVERDRIVEN © SUPPORTS. FOR SUPPORT FRAMING SEE (CAUSING WRINKLES) NOR I 140 w — UNDERDRIVEN (HEAD OF FASTENER �;> +! HOT AIR WELD THE COMPLETE FLAP TO THE SACRIFICIAL LAYER IS RAISED). I I ( TYP AT BOTH ENDS PLATES LESS THAN 1/2° AWAY FROM I I PIPE SUPPORT, I THE WELD ZONE MUST BE STRIPPED-IN. �, ( .II REFRIGERATION I 8 PIPE SUPPORT 9 MEMBRANE WRAP l0 HEAT WELDED SEAM I i ro FOR PIPE LAYOUT. A140 112"=1'-O" A141 NTS 'A140 NTS m I ;i� FOR BLOCKING I SEE i THE ENTIRE OUTSIDE EDGE OFH EACH PAD MUST BE 100% NOTE: BURGLAR BARS ARE INTEGRAL 140 WELDED EXCEPT 1" WEEPHOLE I I WH Ifni_ SIM ( WITH CURB RTU ONLY NOTE: BURGLAR BARS ARE INTEGRAL I(III�� PAD ADJACENT SIDE UNIT EACH NOTE: PROBE ALL SEAMS BEFORE WITH CURB @ RTU ONLY ALL GAPS AND VOIDS. WALKPAD IS INSTALLED 0 - - - '- - - - - I j1�`` - - - - - PROBE AND CLOSE M1 I 7,1 Ir = 1 f k ::::: 111 M1 � r- _ ROOF TOP COMPRESSOR I, BUTTED. MAY BE OVERLAPPED, RTU PVC FOAM TAPE, PVC FOAM TAPE, REFRIGERATION ( 11111 nillo ill ( DETAIL SEE 0 I ; SLNT-12 , BUT THE MAXIMUM GAP SLNT 12 PIPE BOX I I 140 I I IS 3/8". LL-1 nil- ALLOWED ' SEE I P PVC MEMBRANE " i ' �,*Z j PVC MEMBRANE ' - sz © i ( GAP BETWEEN AD & CURB TV I MUST NOT EXCEED 3" �M INI I • n-1'-t FULLY ADHERED All s • a-> FULLY ADHERED ::: , EXISTING WALKWAY I I SAM I PAD o 0 FULLY WELD PERIMETER 1%2" OF INSUL 1 OFLWAPERIMETER KWAY TPAD �I' 11/2" OF INSUL 1 I I I OF WALKWAY PAD I HAND WELD THE PAD I I c I I ALONGSIDE THE CURB PVC ROOFING •�) (M1 WELD CURB PVC TO MAX M1 _ _ I _ I I - MEMBRANE 2" MAX \ ROOF MEMBRANE 2 PREFORMED METAL - - - - - - - - — — PROTECTIVE PAD MUST BE EE:) PREFORMED METAL Eee: ROOF CURB M1 O - WELD CURB PVC TO •• PVC ROOFING Eli I I MOUNTED AROUND ALL ACTIVE ROOF MEMBRANE = 1 ROOF CURB MEMBRANE :::`I CONDENSING UNIT- PIPE SUPPORT 3" 3'-0"� ROOFTOP MOTORS (FROM LARGE ;;;;� ' HVAC UNITS TO SMALL FORCED °0' :: SEE ( �- ._:::_..._........._.... _- - su AI SEE MECH I I I ..""--- MAX TYP a: ..,". "3r 1 } AIR VENTS) AS WELL AS THE as a�1 ass �� - � -�: sasaa:::asa:aaaasa•,�; FRAMING - SEE REFRIGERATION I THREE ACTIVE SIDES OF THE ton........•-■ulua� ® ..•. Mr ��:•:. FRAMING SEE aassssaasaaaaasasa:assaasaaass WALKWAY PAD M) FOR BLOCKINGOUT. I j ROOF HATCH. .j — SEEM I I REFRIGERATION ! SEE NOTE: THE ROOF MUST BE COMPLETELY ��-p" 'II' VE111 PROBED PRIOR TO THE INSTALLATION •� � 140 ( PIPE BOX I�,�; ! i I I .140 OF ANY WALKWAY PADS SEE ik _ i� I *15 ROOFING SCREW 415 ROOFING SCREWS I I niu_ __- SIM 12" OC ALL AROUND CURB C 12" OC ALL AROUND CURB NOTE: PROBE ALL SEAMS BEFORE 140 , I = _ NOTE: WALKPAD IS NOT I SIM ") i� REQUIRED UNDER ECONOMIZER WALKPAD IS INSTALLED 0 - - - I- - - ! WALKWAY PAD �u!`I`�' ��" -KWAY PAD 11 WALKWAY PAD DETAIL 12 FLASHING @ RTU CURB 13 FLASHING @ RTU CURB i SEE SEE Ai M1 A140 REFRIGERATION PIPE I 140 140 ROOF PLAN GENERAL NOTES V4 •—1 —0 140 1 .VZ —1 _0 140 112 -1 0 BOX - SEE A. VERIFY SIZE AND LOCATION OF ALL I I I ROOF TOP COMPRESSOR ROOF PENETRATIONS & EQUIPMENT W/ REMOVE EXISTING © A140 RACK, FOR SUPPORT DETAIL SEE S141, R141 & E221. 0 I I PIPE BOX HOUSING, Q B. REFER TO SHEET 5141 FOR LOCATIONS REFRIGERATION FOR REFRIGERATION I I I '140 OF FRAMED OPENINGS FOR RTU'S, {,, ;,I I r PIPING AND UNISTRUT PIPE BOX SIZE SEE ROOF DRAIN, AND OTHER FRAMED FRAMING OPENINGS. SINGLE PLY MEMBRANE O I I I I SINGLE PLY MEMBRANE WELDED TO EXISTING I ® I I I `�' I C. REFS FRAMING ELEVATIONS.IONS41 FOR ROOF WELDED TO EXISTING MEMBRANE i- o _ MEMBRANE 3 " PL D. SEE EXTERIOR PAINTING NOTES ON A601 PLYWOOD CAP WITH ! FOR ROOFTOP EQUIP PAINTING INFO. -, �/4" PLYWOOD CAP W/ 3/4" 2 x 2 WD BLKG SLOPE 4" RADIUS AT#ALL EDGES RADIUS AT ALL EDGES, ATTACH ADDED FOR ATTACH WITH 10 COUNTERSUNK T T T T T T T ! *12 I " ��► TTT�' ;T TEK SCREWS 24" OC , - W/ 12 - 2/2 SELF DRILLING, SLOPE �� , ,�Tr- ,- _ _ _ €I I PLANS INDICATE EXISTING ROOF 07__________,,, '' �' SELF-TAPPING SCREWS AT 61 OC • ` SG� INSUL-6 � � I � � SLOPE UNLESS NOTED OTHERWISE. , ,i ♦i♦i♦� �/1�1 _ _�_-_� I I I F. MEMBRANE ROOFING, ROOF INSULATION, III II 11 4' INSUL-6 II 1 6005162-33 STUD FRAME 12 OC 9 ❑ MEMBRANE FLASHING, FASTENERS, ETC It' I' 'I :::: ATTACH TO ROOF CURB W/ (2)t 111 11111$1111101116 EXISTING CURB, ROOFING ') I. #10 TCK SCREWS AT 6' OC I I I •140 ARE FURNISHED BY OWNER. SEE SPEC t,11 I 1 1 � � I' II MEMBRANE BATT INSULATION "" ie 9 (.1) 7 FOR COMPLETE LISTING. tl a t I 1 „ ' IC III :1— } } +- �- I } } 1 I o G1 1 1 ® i h t AND HARDWARE CLOTH -� EXISTING CURB, ROOFING I , it 11 1 P I \P 1 It 1 TO REMAIN I I.I MEMBRANE, INSULATION G. NEW GAS LINES ARE TO BE PAINTED It I I I �I I, — ,— , — 1 I '`=1 TO REMAIN I ( I I I ONLY IF EXISTING PIPES ARE ALREADY — — —_— t I r — — __ ..I I; , - 4 I f 1 f Ni f _ _ _ _ _ k I I I I 1 I PAINTED. I is '� �� /�� i/t t\ iI \� i�\� i� V� �\ . ttittt ::::::s:s:a::su mei :: :_I I s•sss»sssss: l� _ : :s :::s•::: ss:aseas: H. FOR ROOFING SEAM WELDS J \ �9 1 ' 1/1 �ItLI- . SEE ' 1...1.._,/•...._ ' o 10 I I ABANDONED 111 WILL 11 1 E U!' REFRIGERATION PIPING I — I I I I w TO BE CUT BACK ® a J. VERIFY EXISTING ROOF ELEMENTS IN AS REQUIRED I I ( Cf AREAS OF WORK AND MODIFY/REMOVE 24" MAX SPAN FOR I I to Cf ROOF ELEMENTS AS REQUIRED. EXISTING WOOD FRAMING ,_ _ -1- 1 _ — _ I _ _ — - _ _ - - - - - _ - _ PLYWOOD & PLYWD DECK _I tJ . —I Z K. FOR LOCATION & LENGTH OF © ( I I I CONDENSING UNIT CURBS SEE ;- — - = — - = — — — — — —® z Hl�ION lB MARKET ROOF PLAN 14 PIPE BOX CAP DETAIL 15 RTU CURB CAP DETAIL I I I 1 1 i N Mir A140 VI:S"=V-0" 140 „_ ,_ „ n — a 1V2 -1 0 140 3/4 =1 -0 :� I I • —® 18 140 O I- KEY PLAN i T DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET ‘'s: • -`t. 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION _ 3720 DRAWN BY WASHINGTON T 0345.MR2010 O V r M U LVA N N Y ; G 2 t R lE A TWYMAN MAR 11 ■ • CHECKED BY SQUARE PROJECT CODE CONFIGURATION RO o F P N & DETAILS Al 4 0 1000 NICOLLET MALL '1 J VAN LANEN MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 '�RTLA -, OR .6. PORTLAND,OR 1 97204 PROJECT NUMBER 9009 SW HALL BLVD 2 70345 RR TIGARD, OR 97223 MuIvannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN R. FLO EF'((��J RCHITECT 04-1387-02 i N uiII u ■ I ■ / - ■ i ■ 0:\Remodels\0345_WA Washington_Square_R\_ActiveCAD\0345a140.dgn andrewt 29—JUN-2010 15:32 • 2'-6" DIA. 10 T T T T (2 4.5 ` ' A211 c 1 2.5 n 70 `,( ' A211 I I ( (E)IRED STRIPE I 501-0' I I - - -.� -PRECAST REINFORCED I I 1 T0 REMAIN EQ EQ EFS-1, -11 /.• D °° • D \ BONLARDEPREFIN SHED, EQ I •EIQ• D D C 1 EFS-1, C-11 - EFS-1, C-12 EFS-1, C-12 EFS-1, C-11 I �-t EFS-1, C-11 .° I°-,• ' = r SLNT-2 OVER JOINT FILLER 'IIII' 1` I D I ,Y,•i�n�: ��1 • r \_ \ DID \; ;, \1 T ' \SIDEWALK • 1B1 ITT _ �� • I I° //// r ;'i'/' ��m��ar�r�a��.a�-�aa� - - III I F �IINIIy� 0 3 DIA. CONCRETE FILLED r� °I n ,ii ;;;;;;;;;;;;;;;;;;;;s;s;;;;;;;;;;;;;;;'s;;;;;; ;;;;;s;;s;s;; „"„n --=:::;:� CONCRETE S STL PIPE SET IN CO II�IIIII r 1=1 -,,,,, ,,,,,,,,,,,,,,,, ,,,,,,, / s; ;;s; CAISS N VERIFY DIAMETER //,., �) � - �I -III 1111- 0 trims I i � re��C � �IIIf=1I i„/,,,,; 0 I. i T ' ' ' ' ' ' ''', c; ' � ; OF CAIS ON TO MA CH I o �N1=' 0 S ',' iii.'.s 'I I I ICI I Il�li�l Il�ll� I " <,<«u<u«u..< � < � «.,«, <u<u< u«u u<._u«u�u�<u1<u«u< -<u« «u«u u1<u« cu u1111111</11 c1_._«_<1-< u<u«u.,<u u«u<u< .l�.0«u«,�uli�Lll< , , , , , , , , , , , , , , , , , , , , , , , «<�,L< < � « �_ < u1<u<u < _ <,«,.< «,«<.<,.,«<.« < ,. «<,«<,< ,,,,,, ,,,,",,,,,,,,,,,,,,,; ,,,,, ,,,, < �« � __-____ -. _.,_-_ _�_ <u< «u<u« <u«<,<u1< «.«-« .< - PRECAST BOLLARD AA EFS-1, C-12 (E) RED STRIPE EPS-2, C-14 EFS-1, C-14 EPS-2, C-14 (E) RED STRIPE EFS-1, C-14 - EFS-1, C-11 - EFS-1, C-12 CP208 E) STOREFRONT EFS-7 EPS-2, C-14 EFS-1, C-14 °I NOTE: TO REMAIN TO REMAIN TO REMAIN- C-41 (E) RED STRIPE NO WORK TO REMAIN - • ° I' TOUCH UP PAINT PROVIDED co • o • UNDER SPEC SECT 09 9100, EPS-11, FOR REPAIR OF REMOVE EXISTING REMOVE EXIST. "LADDER" ELEMENT I1' 0" PREFINISHED COATING COLUMN COVERS AT 4 LOCATIONS PATCH AS REQ'D. DAMAGED DURING 1 FRONT ELEVATION PATCH AS REQ'D INSTALLATION 6 SPHERICAL BOLLARD A201 VI6"=1'-0" A201 REF: A201 1/2"=1'-0" 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 EFS-1; C-11 I I I EFS-1, C-11 I -EFS-1, C-111 I -EFS-1, C-11 I I i - - - • • • ,/ 113' Siii' /iii • • MEM MIMI /iii' aa� . /.CCL// LLL/' �[tc�'ci'.'�'r',a'_'��' LGLr�l'..'�e�iac�' '%Lf /.4.//Ffi/!s4S'/ri`Y/YfV' .L4Vfs4. YSii 'c+.�.'+'+"i /rrri rrr isriiiiii��1,,,,r, %'rr'r::r'fi;51;, ..:,i+r>:ii>:'r'�s ;%5!'�; i=i:, " 4: . 744i5 ' riT ■ (E) RED STRIPE EFS-1, C-14 (E) RED STRIPE EFS-1, C-14 (E) RED STRIPE EPS-2, C-14 TO REMAIN - TO REMAIN TO REMAIN 2 RIGHT ELEVATION A201 VI 6"=1'-0" c ç:? (17 T T ç:: T ) 1 10 1 I I I I I I EFS-1, C-11 EFS-1, C-11 L EFS-1,I C-11 I I EFS-1, C-11 I I I EFS-1, C-11 I II (ø)1 \: cct • • o ,,,,,,,, ,,, ,,r,,.,,, ,r r,,,,,r „r,,, ,,,,, ,,, r,,, . „r ,' /iii ;;� 'I i� s, //' ::ii ;' ---- - / ii:::::: ;:.:::%;;' :: , 11 '*ins' 'vnr _ -- __ - T+' r�nnv ' i J9'//'-Trv "nr,r.r i.l��' // ,?- 9Tl ,979 '/J'lJ i'TTT J'E'T' '1T1,� ,T11, ,7rJ�Y ,19'1• r1l)j ff/ yjj, ,fd'Y'1.6[ 'r++r'"1TS, Oen mi 17/1 "7Y/779/ , / / _ r i ij I , � 'llI(�•O i Iq' /� I lin , TI Ef 'i, E EFS-1, C-14 (E) RED STRIPE EPS-2, C-11 (E) RED STRIPE EFS-1, C-14 TO REMAIN (E) LOUVRES EFS-1, C-14 EPS-2, C-14 TO REMAIN EPS-2, C-14 3 REAR ELEVATION A201 V16"=1'-0" 0 0 0 0 0 0 ® ® T ® O I I I 1 1 I I I I I I I I EFS-1, C-11 I I I 1 -EFS-1, C-11 I ( I EFS-1, C-11- • . ® • I---z- - - - _ - - - - - ---s-r • • ■ I T` - - - ' - - - - _ - -- - - - - I I - - - - - - - - - - - - - - - - 1 : t"'; ;'/////;//%/ ' _..- -- ---' ._. -. ,'.;';';,i. ///ii' - S - '-� /' ] i ' --- I • Q i/ ////' - -�• /' /l n , ,,,,,,'-,44-,',, ,,,,,,,,,,u,,,,u"r,,,,,,,,,,,,u,,,,u, „r,,,,r,,,,u,,, , �� !-� �' I' :5-,75-';',,-;44" ,,,;'/Tiyr++••''rr7/,',5;',,, i(71�'iTfi''i'1++a r,+'.'�✓'nr+.r. „i i iCn'•'jiiTTr r•f•s,.+•..v.•.ur.'c'L/Jig'_ 1 EFS-1, C-14 -- - (E) RED STRIPE EPS-2, C-14 ADJACENT TENANT EFS-1, C-12 EFS-1, C-14 TO REMAIN 4 LEFT ELEVATION A201 VI 6"=l'-0" (N) OWNER FURNISHED I _�_____ TRASH RECEPTACLE -j "---"- ir(TTATERRECFEum8rED I�- ( I " rj , T o I I - a I - o.4 II , n I N■i ; _A -fl---_ I N ff c L� I-II _/ , ,.,,,, ;II(------ ------ 1 N I INU . COLOR KEY & LEGEND re - ------ - - - �u= � III_ �;_ Hit MI -3 - ' '== _==- - C-8 OSHA YELLOW o 0 • w C-11 'STONE HOUSE' BM 1039 a rn N N C-12 //„ o 'JACKSON TAN ; ,,-„, �' z 0 NEW SPHERICAL BOLLARDS C-14 'MARSH BROWN' BM 2164-20 CENTERED IN SIDEWALK C-20 LIGHT CHAMPAGNE z JOINTS AS SHOWN.irk a SEE PAGNE 20 Lo v rn 0 5 FRONT SIDEWALK PLAN `- A201 1/16"=1'-0" TARGET STORE DATE ISSUED ISSUES AND REVISIONS STORE VERSION TITLE SHEET ) t 30 JUNE 2010 06.30.10 BP 3.0 COMPLETE CONSTRUCTION OT RG1f 0 TARGET DRAWN BY WASHINGTON T-0345 MR2o10 EXTERIOR OS„ . , , A TWYMAN N� F E SIDEWALK PLANS A2 01 CHECKED BY 1000 NICOLLET MALL VAN LANEN MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 POR ,�d 9009 SW HALL BLVD & DETAILS PORTLAND,OR 1 97204 �r,� PROJECT NUMBER TIGARD, OR 97223 2 70345 RR MulvannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN R. • ECT 04-1387-02 ■ . / i 0:\Remodels\0345 WA Washington_Square_R\_ActiveCAD\0345a201.dgn andrevvt 29-JUN-2010 15:32 t (E) 5" PANEL A A c.- i 1 (E) T.S. COLUMN I, 1 I TS OUTRIGGER, S.S.D. I 1. (N) CEMENT PLASTER o/ METAL LATH. T/0 (E) PARAPET r EL = 126'-6' VIF - , I t 4 o/ (N) METAL STUDS, .S.S.D. FOR FRAMING ` i ° I " o/ 5/8" DENSLASS GOLD o/ %2" PLYWOOD 1 I ( 1 (N) ILLUMINATED SIGNAGE COORDINATE w/ - �1MN 1MM— \\ i 1 i TOP OF BASE TARGET'S VENDER I b. , b. 100'-8" A.F.F. -� SLNT-1 W/ BACKER ROD o v AT COLUMN PERIMETER SLOPE I SLOP WEEP SCREED e o o �...::- D D D p I (N) CEMENT PLASTER o/ .� �°�•" I '`'..-7 ° °AN A(N) PREFINISED ''r'' D D _ CLNT-2 w/ BACKER ROD o/ JT FILLER LAYERS BUILDING PAPER �� ALUM FINS METAL LATH. o/ 2 .. D D ° PATCH AND REPAIR ° °: b. • • p , p$8/0Ds0FFIT �1NM1 I ,rA�', 5/B" DENSLASS GOLD -.44( ' \ :} o p D p Q Q Q o EXISTING CONCRETE EL = 121'-10' VIF PAVER PATTERN - TYP• 1 I (E) AWP BLOCKING, TYP. ii I I 11- o o ° (N) 4x4 HSS VERT. TUBE STEEL. ' - %2" PLYWOOD Ii A ' ° D A CONC. WALK REFER TO STRUC `,r o/ METAL STUDS, TYP. FOR DETAIL, TYPICAL in (E) STRUCTURE CONC. BASE S.S.D. (N) 4x6 HSS HORIZ. TUBE STEEL. ' I REFER TO STRUC FOR DETAIL, TYPICAL 4 CEMENT PLASTER COLUMN CAP COVER 5 CURB DETAIL ■M'��NI i 1M J A211 SECTION i v2"=1'-0" A211 1 vz"=V-0" I , (E) 5" PANEL .1- 2' -6" ;-1 I • i In I t TYP. 1' -3" � 1' -3' 9 • A211'•,/ _,1 N I 1 M I METAL LATH.Lo/T2RLAYERS / '' • (N) CEMENT PLASTER o/ METAL i BUILDING PAPER o/ 54" f . 1 r I I LATH. o/ 2 LAYERS BUILDING DENSLASS GOLD 0/ 12" ; \ i I PAPER o/ 5/8" DENSLASS GOLD ' PLYWOOD o/ (N) METAL ) ( / - o/ I/2" PLYWOOD o/ (N) METAL ` STUDS, TYP. ) • Fn (N) 4x6 HSS HORIZ. TUBE STEEL.... I I STUDS, .S.S.D. FOR FRAMING, TYP. ' f REFER TO STRUC i °, I FOR DETAIL, TYPICAL ( d \ SELF ADHESIVE R (N) 4x6 HSS HORIZ. TUBE STEEL.REFER TO l_I P1 (E) T.S. COLUMN NEOPRENE FLASHING �' STRUC FOR DETAIL, TYPICAL T I� WRAP 2" BEYOND ENTRY, TYP. OF 2 j _ _ _ _ _ i =t° (_/\_\ 1 __ RECESS Ii { N r/11M I (N) STEEL EYEBROW, — �MN )'i (N) CEMENT PLASTER o/ (N) CONCRETE I t = ,' , 1 SEE STRUC ,' ?�� METAL LATH. o/ 2 LAYERS -- K, (N) RADIUSED STEEL EYEBROW, I / e CURB BELOW ;II I `SEE STRUC / �e BUILDING PAPER o/ I/2" I �'� PLYWOOD o/ METAL STUDS , i ....• ! (NO DENSLASS GOLD) I I 8 I A211 -_T-- BLOCKING �- - ______- -� - - - - - -_ • • T/O STOREFRONT, B/0 (E) SOFFIT J \ / EL 109 6 \ I 1 I EL 0 OUTRIGGER ' .- — — — CHAMFER 2', TYP. I BENT CAP PLATE - - r 1 0 DETAIL,,TO STRUC FOR I _ (E) SOFFIT BENT CAP PLATE 6" ( T '`- - FOR CONNECTION 6 COLUMN DETAIL REFER TO STRUC FOR I 1 SEE STRUC 7 COLUMN DETAIL ENTRY DETAIL, TYP. ■ — / // A211 1 12"=1'-0" A211 PLAN 1 12"=1'-o" (N) 4x6 HSS HORIZ. TUBE STEEL.REFER TO T/O BAND STRUC FOR DETAIL, TYPICAL EL = 106-6' "C.o IL ' I I NOTE: SEAL AS REQ'D AT ALL (N) CEMENT PLASTER FINISH (N) CEMENT PLASTER FINISH o II 2' PENETRATIONS OF EXIST. A . CONTINUOUS ALUMINUM Alb COLUMN, TYP OF 2 COLUMN, TYP OF 2 �- a � ANGLE ATTACH W/STAINLESS STL / FIN MFR SHALL PROVIDE FASTENERS, INSTALL PER MFR T/O BAND I 6 ALIGNMENT PLATES, CLIP ANGLES RECOMMENDATION EL = 104-0' I & OTHER MISC. ACCESSORIES AS / I I ' A211 REQ'D ALIGN 'ROVIDE ISOLATION TAPE BETWEEN (E) STL COLUMN ` / THIGH GALVANIC ACTION METALS PATCE- AND REPAIR (N) CONCRETE CURB, TYP. I d EXDISWIA�1G CONCRETE ,,I, - (N) CONCRETE CURB, TYP. - ANCHOR BOLT, I (E) CONCRUE SLAB TO REMAIN , (E) CONCRETE SIDEWALK, TYP. PAVER PATTERN - TYP 1 € TYP. @ CORNER, S.S.D. • REMOVE AND PATCH AS REQUIRED (E) CONCRETE SIDEWALK, TYP. I FOR INSTALLATION OF NEW FOUNDATION = ' EXIST. PANEL FASTENER, S.S.D \ T/O (N) CONC FND ' i l�� ` TUBE STL. SEE STRUC \ (N) CEMENT PLASTER o/ METAL 1 f __S` EL = 100'-8" �' ° _ : LATH. o/ 2 LAYERS BUILDING l ° k I PFIN FL ), FIN FL a •5-7 ,ANCHOR, S.S.D. :' "EL EL . :e " /I I ° : � — � ' STUDS, .S.S.D. FOR FRAMING, TYP. 6" SPACER PLATE, S.S.D. BY G.C.•° A211 ALUMINUM TUBE BRACKET EPS 7, C 2O / 1 (N) CONC FOUNDATION ANCHOR INSTALL LONG W/ SST TUBE STEEL BY GC, EPS-7, C-20 �lr -SEE STRUC MFR'S RECOMMENDATIONS PLUG & GRIND SMOOTH ACCESS HOLES AND ENDS FOR WATERTIGHT ASSEMBLY, S.S.D. \________ 1 SECTION @ ENTRY 2 SECTION @ ENTRY NOTE / STL TUBE FRAMING, S.S.D. CORNER PLASTER MOLDING ALL ALUMINUM MEMBERS, / EPS-7, C-20 "_ ' "_ ' " EPS-7, C-20, TYP., UNO d " ■ A211 REF. 1/A201 v1 -1 -0 A211 REF. >/A201 12 -1 -0 2 5 8 DECORATIVE FIN DETAIL 9 CORNER DETAIL A211 3"=V-0" A211 P LAN 3"=V-0" I I I GRILLE: STUCCO: MANUFACTURERS: Gypsum Board Substrate: 3-coat,portland cement plaster applied over steel studs and gypsum board sheathing Construction Specialties, Inc. consisting of the following: 49 Meeker Avenue Glass Mat Faced Gypsum Sheathing: ASTM C1177. ' Cranford, NJ 07016 Core: Silicone-treated water resistant gypsum. Facing: inorganic glass mat with alkali-resistant coating. ! 1 (800)631-7379 Thickness: 5/8 inch unless noted otherwise. I I G-P Gypsum Corporation; a subsidiary of Georgia-Pacific Corporation; "Dens-Glass Gold". ' PRODUCTS: United States Gypsum: "Securock Glass Mat Sheathing". 3 C/S Aluminum Grille,Vert-A-Cade 6000. Building paper applied over sheathing. • ■ ■ ■ ■ I I Self-furring metal lath. _ Aluminum Extrusions: ASTM B211,Alloy 6063-T52. 7/8 inch thick, 3-coat plaster system. Scratch coat; Brown coat: Standard finish coat. I ACCESSORIES METAL LATH ' Clip Angels: Structural grade aluminum. Expanded-Metal Lath: ASTM C 847 with ASTM A 653/A 653M, G60 ,hot-dip galvanized zinc coating. I I Fastenings: Fasteners shall be aluminum or stainless steel. Provide types,gages and lengths to suit unit installation Alabama Metal Industries Corporation(AMICO). � I conditions. California Expanded Metal Products Company(CEMCO). Isolation Tape: Western Metal Lath& Steel Framing Systems. I I General: 4"(tape)membrane used to protect critical non-roof flashing from water and moisture infiltration between Diamond-Mesh Lath: Self-furring. Weight: 2.5 lb-sq. yd. _ concrete,CMU and steel stud walls. I- - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - Material: 25 mil. thick, self-adhering, rubberized asphalt adhesive on a cross-laminated HDPE carrier film, gray- ACCESSORIES 1 : l i t 1 : I: 1 black in color. Material specified is "Vycor Plus"by W.R. Grace& Company. General: Comply with ASTM C 1063 and coordinate depth of trim and accessories with thicknesses and number of 1 I I I i 1 I Primer: Bituthene Primer WP-3000. plaster coats required. I I �' I III 1 1 Zinc and Zinc-Coated(Galvanized) Accessories: ,1 1 iT FABRICATION Alabama Metal Industries Corporation (AMICO). I if I -4-1111-1 1 Architectural Grille units specified, fabricate from extruded aluminum 60630T52 alloy, minimum .100"thick. California Expanded Metal Products Company (CEMCO). III I i I 1 q 'I I Horizontal mounting as detailed on plans with extruded aluminum clip angles. Western Metal Lath & Steel Framing Systems. 1 1 6"projected extrusions mechanically fastened to continuous 1/4"aluminum backer plate. Foundation Weep Screed: Fabricated from hot-dip galvanized steel sheet, ASTM A 653/A 653M, II 111 III �II 1 I I I li ( 1 I it I I 1 Cap ends of each run to provide closure. G60, zinc coating. I I ,III I I I II , I Back caps on all Architectural Grille units. Cornerite: Fabricated from metal lath with ASTM A 653/A 653M, G60,hot-dip galvanized zinc III 11' i ( o i i II I I i Provide aluminum alignment plates at the bolt bosses where hairline joints are required for long continuous runs. coating. — — ■�yi:- - - - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — T — - — -,.— - — - — - — - — - — - — - — - — - — -— - — - — - — - — - — - —i I A ,__ _ - - - - - - - - - - - - - - - - — All fasteners to be stainless steel or aluminum. t to to Cornerbeads: Fabricated from zinc-coated(galvanized) steel. se indicated. �, - - - -- -_ -_ -- -- _- -- -T..� i- Pre-assemble entire Architectural Grille system in factory o ensure proper fit, then components o be shipped knock Small nose comerbead with expanded flanges; use unless otherwi i dica ed. v L 4 H �- -1 +I down for field assembly by installer. Casing Beads: Fabricated from zinc-coated(galvanized) steel; square-edged style; with expanded -I ' 4' 0" 1 1 I I I I 1 1 4'-0" _ flanges. `- r - - __ _ 1 I II I I.11 C _ - - -I- - - - - - _ _ 1_1 ,11 5 , I I I I _ --4 FINISHES - - - - TIrt - - - - - - --- - + I_— _ _ - - - High Performance Pigmented Organic Coating: MISCELLANEOUS MATERIALS I I '1 I - - - _— - — - -- - - -- - - - - - - - - - - - _ _ _ _ _ _ _ -- -- - - - - - - - -- - -_ __ - -- - — - — _ - -- -IT-11 Colors: (C-21): Valspar Fluropon Classic II; No 399C115, "Champagne". Water for Mixing: Potable and free of substances capable of affecting plaster set or of damaging plaster,lath, or I III I - _ - - ` - - - -- _ _- - - - - - - - — — — - --- -- — - — — - - - - - — - - - - - - - - -- -�- - I 1 accessories. [ Jr I1 LI Fasteners for Attaching Metal Lath to Substrates: Complying with ASTM C 1063. EQ. i EQ. Building Paper: Asphalt-Saturated Organic Felt: ASTM D 226,Type I (No. 15 asphalt felt), unperforated. • Plaster Reveals: Extruded aluminum, I inch wide reveal. • I 58i-0" I Manufacturer: Gordon Inc., Interior Specialties Division, Shrevport, LA, Tel: 800.747.8954. ' I I Model: Final Forms II,#RP-3410. 411, III ROLLED STEEL BEAM - SEE 5141 411) PLASTER MATERIALS Portland Cement: ASTM C 150,Type I, o Color for Finish Coats: White. Lime: ASTM C 206,Type S; or ASTM C 207,Type S. ec Sand Aggregate: ASTM C 897. = v) PLASTER MIXES Z 3 ENLARGED PLAN AT ENTRY BEAM General: Comply with ASTM C 926 for applications indicated. 1- cD A211 Base-Coat Mixes : Scratch and brown coats for three-coat plasterwork as follows: z REF. VA111 t/a" = 1'-o" Scratch Coat: For cementitious material, mix 1 part portland cement and 0 to 3/4 parts lime. Use 2-1/2 to 4 parts a aggregate per part of cementitious material (sum of separate volumes of each component material). Brown Coat: For cementitious material, mix 1 part portland cement and 0 to 3/4 parts lime. Use 3 to 5 parts aggregate per part of cementitious material(sum of separate volumes of each component material). M O FINISH COAT TEXTURES: f'_ Texture: Medium Sand Float Texture. Trowel on finish coat and double back with a second application. Plaster to be mixed with 20-mesh aggregate. . . . -- . - . . . . . DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET- • 1), " •• 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION w A = ZIAJR kGTON : ON O V 1 MU LVAN NY ; G2 4 MAR 11 CHECKED BY E EXTERIOR DETAILS A211 1000 NICOLLET MALL • MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 0• J VAN LANEN ��, PORTL D, � 9009 SW HALL BLVD PORTLAND,OR 1 97204 PROJECT NUMBER 2 70345 RR � 4i ER( TIGARD, OR 97223 ' MulvannyG2.com I t 503.223.8030 1 f 503.223.8381 BRIAN R. E HITECT 04-1387-02 0:\Remodels\0345_WA Washington_Square_R\.ActiveCAD\0345a211.dgn andrewt 29-JUN-2010 15:32 0 0 RF-1 © sssssssssssssMICKOM•isiissssssisssssisIWAT. e CO j%' 0 0 IPS_ C-9 I [ I CT-11 I CHAR RAILOW • � I I CT-11 1 1 IPS-2, C-19 1 WC-5 BELOW I I 1 1 1 / I CHAIR RAIL - PATCH, PREP & PAINT PATCH, PREP & PAINT 15 _ 1 L 4. j EXISTING WALL EXISTING WALL A311 _- - IPS-2, C-19 _ - IPS-2, C-19 I I FRP \ I I I I I 6'-81/2' 30'-2' RF-1 >< CT-11 I BULLSEYE COLLAGE/MEDIUM 1 I CENTER ON WALL I BULLS CENTER ON y AL DIUM 2 CT-9 s��.�� FRP CI I i/ I - - - - - - 1 � - - - - -1 — .__ — — — O�AOASO�J�.�OdA VAMOI'�Jt�O�SOrOt�J��Od'='O�Oir - - �- p - - 1 IPS-2, C19 > I!: CT-11 I- - EXISTING CT-21 (BASE) CT-21 (BASE) _ . TILE FLOO9 I I 1 - ' 1 1 NEW PARTIAL HEIGHT I FOOD SERVICE 1 FRP ; I - �n ' WALL SEE SEATING IPS-1,,C9 1 I 124 ® iri 1 y F1 — — - - - �I f7 - I \/ > D (N COUN�COUNTERS SERVICE 1 I / x: _ ' X/ \> '1 Mir - EQUIPMENT 0 +1'- 2' 9'-21/2 4'-4' 13'-71/2' 1 1-1® �,� � ' HiaON 3 WALL & FLOOR FINISH PLAN 4 ELEVATION @ FOOD AVE SEATING 5 ELEVATION @ FOOD AVE SEATING (N) FOOD SERVICE ■\ 1 w----+ �- ---�r-- -'-I---\4----� • A311 V4"=1'-0" — / A311 A311 EQUIPMENT AND z, r........./A111/0rt. --+---k± V8 — 1 —0 V4"=1'-0", I 1I/, PN I 11 1 I I I I N /,,' a i/I J I I' P2 / - - 1 'IP Imp ,' �,' P2 /L� ,tr�/ ,�/ A ' II/AW/�//////6////� - - -I+ --I'. / / / • / ,/ / \\\ N I 1 I I , '/ /' I a i i ALIGN 1 ; I_,_ , 7' ,'/ / - 1 I rn 1 , r - - , ,/ 6'-2' 7'-7' I I AI I I, , I I , '/ , I 1 1 I , I 1 < I I I I I PATCH, PREP & PAINT _ ' //' _ /'1'\ //\ L_ + I I-/ , I r''�_ / , ,';' ® , r�i=--i3- = I I i I ' PATCH, PREP & PAINT EXISTING BULKHEAD r' /,' ® ' , I I I I ' 1 I I I I ,' i = -1 / EXISTING BULKHEAD IPS-2, C-9 ,'/ / , ' ' r I I I , I r IPS-2. C-9 '/' ,' ' ' r � \\ 1 I I I I r r fl1 I I I IY I I '/ 51 / / \ I I• I \ I III r I 11 O I u JL . i,' ' �� 1 ,y\:. �`/�/�/r//' \� III I I IF- I I I I I I (N> FOOD SERVICE II I , I, / I 1 ./ I I 1 I FOOD SERVICE MENU COUNTERS AND BOARD / , �I III I II , 1 1 EQUIPMENT , , / . / I I I 11 l Y I I 1 1 , I 1 �` ' ./,'/ ` \ / I r I L - - - - L -- - - L - - - - L - - -- 1 Mk PAINT NEW WALL/ P1 /,' ,` p r it 17 i I I IPS-1, C-19 1 I '< , I II II ® • I I i 1 "' ,' I FOOD PREP I ', I ! I FOOD SERVICE ; ' / // // _ . ,. I ill l l 1 SERVING I II I I STORAGE �'I 1 123 �� , � F , I I 1 �. aa_ - _ 120 I I I I . ,/ `, / \ / \ I- 1 CT-21 (BASE) - CT-21 (BASE) - CT-21 (BASE) (N) FOOD SERVICE 1 / I 1 i I 120 . `� `' \' I , - COUNTERS AND - I r 1 1 / r r , EQUIPMENT - ,' I I I / I 1 / I ' I I I 1 1 11 I I I ; I I I' � I I I r __----- -_- ---- --------- -- -- - ` / -, a 'I II II ! 1 1 P2_ I 11 1 P2 �J , I 4 1 II i I1 11 I 1 1 .. 1" r---------I I tD ' ( I — — 1 ,' I ; I I � /I I I I I l I I I r/ ' I I I / I I "ST /1 ' I ■I I B : L - ! `1!_ ' 1 - I - - _ _ j 6 ELEVATION @ BEVERAGE COUNTER 7 ELEVATION @ FRONT COUNTER (GUEST SIDE) 8 ELEVATION @ FRONT COUNTER (GUEST SIDE) 1 I A311 V4"=1'-0" A311 V4"=1'-0" A311 V4"=1'-0" HL8ON 1 FOOD SERVICE PLAN A311 V4"=1'-0" 00, FRP FRP ---- .7‹::: CT-21 (BASE) - CT-21 (BASE) 0 0 'I ,'' ' 'I I i' I '' I ,'1 ' I r I ,r © / ELEVATION FRONT COUNTER (TEAM MEMBER SIDE) io NOT USED 11 ELEVATION @ FRONT COUNTER (TEAM MEMBER SIDE) - - - 1 - - I� -�- -I- - I I - -� - _p - - - - - - - ; ' ; r' ,' I ' ' I , I A311 V4"=1'-0" A311 A311 V4 =1'-0"I I I I I I I I I I I 124 I I I fil) 1 I I I I I I I I I 1 ll _ _ _II- I II u_ ut_ U- I , REFL CEILING PLAN GENERAL NOTES I 1_ - - I I I I I - - - I I I 1 1 1 1 1 1 I I I I I I ' � ( ( I I I I ( I EXISITING ACT-1 I I I I I I I I A. ACT CEILING GRIDS ARE CENTERED IN • 14'-0' AFF ; I I I I I I I ' I I I I I I I ROOMS PER SPECIFICATION 09 5100 I I I I I I I I I I 1 - - - - J L _ - - - L - - - - L - - - - L - - - - 1 I 124 1 CRITERIA UNLESS NOTED OTHERWISE - - - I 1 I I I � I I I I I !'�-- - - - - - I B. PROVIDE SLIP CONNECTION AT EXTENDING TO ROOF OR STRUCTURE PER ALL WALLS I f- T CT-9 �� -� CT-9 SEE 12/A501 r- _ -1. •- �--' C. VERIFY LOCATIONS OF HANGING DEPARTMENT EXISITING GYP BR BULKHEAD I I & SOFFIT PAINT HORZ ' ' J i I 7T-------* CT-21 (BASE) �"'- CT-21 (BASE) SURFACE IPS-2, C-6. 1 I I FOR REFIERENCEGO ON IN STORE MARKETING. LOCATIONS SHOWN ARE PAINT VERT SURFACE I I I I IPS-2, C-9 t + I I S5 0 1 _ 50 50 I , ^ J '_, I - I DIRECTIONAL/ EXIT SIGNS AS REQUIRED BY r D. FIRE VMARSSHAL HAVING JURISDICTION 1 ( r - , E. SEE E111 AND M111 FOR LIGHT FIXTURE AND - I I I I I DIFFUSER RELOCATION. COORDINATEFOR REMOVAL/ REUSE SPRINKLER HEADS OF LIGHTS DIFFUSERS AND I r I 12 ELEVATION @ BACK LINE 13 ELEVATION @ BACK COUNTER I F. FOR ALIGNMENT OF SPRINKLER IN A311 V4"=1'-O" A311 V4"=1'-O" SALES FLOOR CEILING SEE SPEC, DIV 15 1 1 I - G. COND TIO SG IN RSDEI MICCDESIGNDCATTEGORY I I I I - SEEVW IV . 1 F —---I SOLID SURFACE WALL CAP WI L I V8' EASED EDGE. CAP TO OVERHANG WALL - - I 123 120 I - V21 ON EACH SIDE NOTE: REPLACE ANY EXISITNG (CORIAN 'SAHARA') - -- •. t �;�-s®-i"`•ia�a� ZIND •L SHAPE DIVIDER ANGLE h' I ( '-1 I 1 , ALUMINUM J-MOLDING EACH SIDE DAMAGED DURRING DEMOLITION EXISITING GYP BR BULKHEAD L _ _ _ - I ,'� 1 01�2� \i i 600T150-54 TOP TRACK CT-11 FLOOR PLAN GENERAL NOTES & SOFFIT PAINT HORZ I /' SURFACE IPS-2, C-6. I - / I I I PAINT VERT SURFACE - _ - I I /2• PLYWOOD A. ALL DIMENSIONS ARE TO FINISH MATLS OR IPS-2, C-9 — I N 1 I OPENINGS UNO, EXCLUSIVE OF CERAMIC TILE WC-6A ADHERED TO PLYWOOD B. FOR DOOR, ROOM FINISH, AND OWNER - _ r - - - i ; ------GROUT SUPPLIED MAIL & EQUIP SCHEDULES, SEE C. PARTITION TYPES INDICATE REFERENCE _ _ ( 6005162-54 SIDE B 1 I 0 �- - - - - '1 1, STL STUD LOCATION I EFOR SEE BLOCKING, r) `I I ` 1'-O' OC MAX 16 GA WHITE ALLOY OF ZINC F NIS F0_ PARTITION TYPES 1 I '■ L SHAPE DIVIDER ANGLE, HEIGHT ct TSN STIFFCLIP CL600-118 TO MATCH TOP OF FLOOR FINISHES D. PLYWOOD BLOCKING IS INCLUDED IN ° I 1 PARTITION TYPE, FOR SIDE OF WALL w I I CLIP WI (10) *12 TEK SCREWS , , D tr - I I OR EQUIV FASTENER �� ` ' �-- D SEE 0 D o WY a v) D p D D D -RF E. FOR TYPICAL CONNECTION OF z I I RB BOTH SIDES D o I I D ''CONC SLAB INTERIOR PARTITIONS TO I- . (4) I/4fx1Y4' EMBED o ' EXTERIOR WALLS SEE®EITYP Z * * * HILTI KWIK-CON II+ + + CONCRETE SCREW D 50 A50 a (OR EQUIV) • I I I I F. SPOT ELEVATION (EXAMPLE: + 99'-11') 600T15O-54 BOTTOM TRACK REPRESENTS CONCRETE SLAB ELEVATION in G. SET TOP OF FLOOR DRAIN STRAINERS M LEVEL WITH FINISHED FLOOR SURFACE. o Hla H. ALL ANGLES ARE 45° OR MULTIPLES OF 45° oN 2 FOOD SERVICE REFLECTED CEILING PLAN 14 LOW WALL @ FOOD SERVICE SEATING AREA 15 CT TO RF TRANSITION UNLESS NOTED OTHERWISE '- 1141Wr A311 V4"=1'-0" A311 1 V2" = 1'-0" A311 FULL SCALE J. SEE STUD WALLS EXTENDING TO ROOF DECK Am '50 . . . . . . _ . . _ . DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET *' It ♦ 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION �� 2� DRAWN BY WASHINGTON T-0345 MR2010 a TA A TWYMAN FOOD SERVICE PLANS MU LVnN NY , G2 .. : - R.ItEEN ' MAR 11 ,SQUARE A311 1000 NICOLLET MALL CHECKED BY J VAN LANEN PROJECT CODE CONFIGURATION D E T A ILS & E L EVA T I O N MINNEAPOLIS, MINNESOTA 55 4 03 601 SW SECOND AVENUE I SUITE 1200 RTLA F i 4;.,,. IP 9009 SW HALL BLVD 270345 RR PORTLAND,OR 1 97204 PROJECT NUMBER TIGARD, OR 97223 ' Mulvann G2.com t 503.223.8030 f 503.223.8381 f ` lr ■ 04-1387-02 Y I I BRIAN R. L:� �;;, �° ' ITECT - \ _ " / ■ i \ ` . O:\Remodels\0345 WA Washington_Square_R\ ActiveCAD\0345a311.dgn andrewt 29—JUN-2010 15:33 O C;) ' O cm a_ WZIF ! IPS-1, C-5 BELOW 6'-8' AFF; ! WALL COVERING LEGEND FLOOR NOTES 12'-8�4' • I IPS-1, C-9 ABOVE 6'-8' AFF FLOG PLAN GENERAL NO S I • � A. SYMBOL INDICATES K-3 LOCATION. ..—..—..—.., ! SEE PLANS, ELEVATIONS AND SCHEDULES A. OPENINGSNU 0 EXCLUSIVVEFOFS CERAMIC C TOILE � FOR ADDITIONAL LOCATIONS. B. FOR DOOR, ROOM FINISH, AND OWNER B. SYMBOL INDICATES RB SUPPLIED MAIL & EQUIP SCHEDULES, SEE L / -- -- LOCATION. SEE PLANS, ELEVATIONS AND SHTS A601 ! �� I %' - SCHEDULES FOR ADDITIONAL LOCATIONS. C. PARTITION TYPES INDICATE REFERENCE �� IPS 1, CONTINUE RB 6 BEHIND FIXTURES LOCATION FOR BLOCKING, SIDE C-9 SALES FLOOR DOORS. FINISHES, ETC. SEE SHEET 10 ___ • •• • / . I A351 FOR PARTITION TYPES�� ( �, , C. ♦��SYMBOL INDICATES WALLS THAT �� . I RECEIVE BOTH K-3 AND RESILIENT BASE. D. PLYWOOD BLOCKING IS INCLUDED IN PARTITION TYPE, FOR SIDE OF WALL - - K-3 TO BE 48' HIGH WAINSCOT APPLIED TO SEE �1 0 21 - - WALLS AND CORNERS. SEE 20 P8 }- FITTING ROOM \ / I I / 50 .50 .50 PARTITIONS • � ' E. FOR TYPICAL CONNECTION OF a 105 I I D. FOR K-3 CAP DETAIL SEE INTERIOR PARTITIONS TO / 50 EXTERIOR WALLS SEE TYP P34 ' / E. H■ SYMBOL INDICATES WALLS THAT II I/ t°1O • RECEIVE 80TH WC-6A AND (RB-2)RESILIENT A501 Aso == == == ! o> BASE. WC-6A TO BE 7'-2' HIGH & 3'-3' WIDE./ FITTING RM �, Jo / DETAILS F. SPOT ELEVATION (EXAMPLE: + 99' 11") / 105 -- -- -- ma 0 ! SEE REPRESENTS CONCRETE SLAB ELEVATION �___� G. SET TOP OF FLOOR DRAIN STRAINERS / ' �� • 50 50 50 50 50 LEVEL WITH FINISHED FLOOR SURFACE. U� / H. ALL ANGLES ARE 45° OR MULTIPLES OF 45° = - - - - IP -1, F. ••••• SYMBOL INDICATES WALLS THAT© © I �'�' C-g RECEIVE BOTH K-4 AND RE LENT BA E UNLESS NOTED OTHERWISE / \ I 105 �°-- I •�••�••� I SI I S FOR STUD WALLS EXTENDING TO ROOF DECK ( K-4 TO BE 48 HIGH WAINSCOT APPLIED TO J•_=i ! I 1 •� WALLS AND CORNERS. FOR K-4 WALL CAP SEE I I , •/♦ IPS-1, •I I �- •/• • AND CORNER GUARD / END CAP DETAILS. A50 'I , -- -- .- I •O• C-9 • I NOTE: USE CT-26 BASE IN LIEU OF RESILIENT ® ! -. -- -- • s BEEE INSIDE THE FITTIOG ROOMS. I �� I I a. •o• 105A • ®��___ ! IN. �� I I •0• • ! 50 50 50 50 �� I 1 •°• IPS-1, • •.�i!i __ • G. SYMBOL INDICATES CT BASE LOCATION. MIN as NEM II�° I ! C-9 SEE PLANS, ELEVATIONS. AND INTERIOR ELEVATIONS GENERAL NOTES • SCHEDULES FOR ADDITIONAL P34 I ! LOCATIONS. A. CONTROL JOINTS SHOWN ARE SPECIAL IPS-1,� SBECO1Rf '�' AFF; CONDITIONS ONLY. REFER TO PROJECT ! IPS-1, C-9 ABOVE 6'-8' AFF A34 NEW ACT MANUAL CRITERIA FOR LOCATION I AND SPACING OF ALL OTHER CONTROL ! � I FITTING ROOMS FINISH PLAN JOINTS mi.. MI .F.F � I I Ø1aa H lON 3 B. FOR ADDITIONAL FINISH INFORMATION SEE ROOM FINISH SCHEDULE - SHEET A601..... � s as as C. EXTENDS W6 BEHINDLFIXTURESD WALLS AND ma. ...... mi. .1.. Sill s a s a s I RB-2 LIMITED TO AREAS WITH WC-6 AND AT JEWELRY BOAT F' ! / • •• D. STAINLESSIDSTEELNCORNER RECEIVE E h I I VERIFY REUSE OF EXISTING CORNER GUARD 'I / E. ALL 7'-1/4"2)O SEPARATE GREATER WALL •-4I 6'-81/4" / I I CORNER GUARDS. IF WALL THICKNESS IS LESS SST I II I ( THAN 7'-1/4" USE (1) FULL WALL THICKNESS CORNER I I /////// GYP BD BULKHEAD r111211,411121115110211% STAINLESS STEEL END CAP GUARDS i i ( 0 9'-6' AFF ii M I I 1 I © / N PAINT ALL SIDES i I I F. DOIN OT AND EONRD PMAI NI "GYPSUM FBOARD S./ a. I OF BULKHEAD A50 IPS-1, C-9 CONSTRUCTION THAT IS CONCEALED BY FIXTURES I ! / E2 G. VERIFY FINAL FIXTURE LOCATIONS W/ OWNER Al I 1 / STORAGE II / I VALANCE LIGHT - H. FOR CONTROL JOINTS SEE TYP I I � ©®0,e, I► SEE CCTV PUBLIC VIEW MONITOR - � i o I / 105A I A701 Fitting Room ,�- IPS-1, C-9 501 501 501 8 -0 AFF TO € OF JUNCTION BOX & SUPPORT BRACKET, `� i i _ _ _ , t / I I. PROVIDE SLIP CONTROL JOINT AT ALL CENTER ON WALL, , , IPS-1, C-9 - — BULKHEAD ABUTS FLOOR SUPPORTED in / LOCATIONS WHERE ROOF SUPPORTED SEE © 1 I / P24 J / WALL, SEE TYP® __ --- - I / / - I ' / / IPS-1, C-9 I , / [ GYP BD BULKHEAD i C PAINT 4 I 0 8'-0' AFF F2 J. ALL HM DOORS AND FRAMES ON SALES - PAINT ALL SIDES 1105A TRANSITION FLOOR TO BE PAINTED TO MATCH FITTING ROOM 1 I - SST I OF BULKHEAD ! a 6'-8' AFF 1 1 b I I CORNER DESK DES ® i 1 M I I GUARDS I IPS-1. C-9 _ I IPS-1. C-5-----may FITTING ROOM ADJACENT WALL SURFACE UN Iffiall MI 1 1 Ell 1111111 If _,1 SST CORNER FIXTURE I GUARDS CORNER " OUTLINE SST GUARDS °- - - - - - L �--_ K-4 REFL CEILING PLAN GENERAL NOTES I 0 ; I I I I I I I ! I I A. ACT CEILING GRIDS ARE CENTERED IN I -. - RB, TYP ROOMS PER SPECIFICATION 09 5100 CRITERIA UNLESS NOTED OTHERWISE SST CORNER B. PROVIDE SLIP CONNECTION AT ALL WALLS GUARD EXTENDING TO ROOF OR STRUCTURE PER SEE 12/A501 HlaoN 1 FITTING ROOM PLAN HI8ON 2 FITTING ROOM REFLECTED CEILING PLAN 4 FITTING ROOM EXTERIOR ELEVATION C. VERIFY LOCATIONS OF HANGING DEPARTMENT SIGNS WITH TARGET'S IN STORE A34 V4"=1'-0" Illir A341 V4"=1'-0" A341 V4"=l'-0" MARKETING. LOCATIONS SHOWN ARE Cs.'-' © n° •501 A501 NOTE: D. PROVIDE QUANTITY AND LOCATION OF SEE FIXTURE INSTALLATION GUIDE FOR DIRECTIONAL/ EXIT SIGNS AS REQUIRED BY FIRE MARSHAL HAVING JURISDICTION 0 LOCATION OF MIRRORS. MIRRORS SHOULD O CEILING LEGEND E. SEE E111 AND M111 FOR LIGHT FIXTURE AND ALWAYS BE CENTERED UNDER FITTING DIFFUSER RELOCATION. COORDINATEFOR ROOM LIGHTS. REMOVAL/ REUSE OF LIGHTS DIFFUSERS AND 0 EXISTING ACT CEILING SPRINKLER HEADS I I I I F. FOR ALIGNMENT OF SPRINKLER IN SALES FLOOR CEILING SEE SPEC, DIV 15 I APPROX AREA WHERE LIGHTS E2 E2 I ARE ROTATED 90° THE OSR !,1-- G. FOR CEILING GRID BRACING AND EDGE AND GENERAL CONTRACTOR CONDITIONS IN SEISMIC DESIGN CATEGORY VALANCE VALANCE IPS-1, C-9 CEILING VERIFY TILE TO BE REPLACED. SEE © © 0 SEE LIGHT ,.,LIGHT SEE MP A701 A701 F2 - NEW ACT CEILING IPS-1,C-9 IPS-1,C-9 FITTING ROOM IPS-1, C-9 �� PARTITIONS n u n n II �� , II II II II II II II II II II PAINT , , PAINT E2 / - - r� ) II I ) ) u ) I ) ) I ) 0 TRANSITION TRANSITION FITTING ROOM LIGHT - - II - - u '- - II - II -' u `, - a 6'-8' AFF = - -1 - - - - - -) 0 6'-8' AFF SEE SHEET E121 FOR II II II II II II \ / PLACEMENT II II II II " II IPS-1,C-5 ! ( I IPS-1,C-5 I i u I u 1 I u , I II II II II II II II II F2 I I II I I I I II RB ( RB MIRROR - SEALANT 4, I i II I i u I II I I II I II , II I II II II I I II I II I II I II II u i CLEAR AROUND I I I MIRROR BY GEN I I II I II I I II I II I I II I II I I II CONTRACTOR TYP I I II I I II I I II I I II I II I I I I II I II I II I II I II I II I I II I II I II I II II II CT-26 it II a II 11 II J I I I I I TYP _-■ II II II II II HlaON 5 FITTING ROOM EXTERIOR ELEVATION NOT USED 6 7 FITTING ROOM INTERIOR ELEVATION Mr A341 V4"=1'-0" A341 A341 V4"=1'-0" O I I IPS-1, C-9 IPS-1, C-9 IPS-1, C-9 F2 SIDES OF \ F2 FITTING ROOM C---- ALL BULKHEAD ' \ PARTITIONS IPS-1, C-9 FITTING ROOM - I PARTITIONS , I O F2 I I � FITTING ROOM LIGHT ` ��•!' '� FITTING ROOM SEE SHEET E121 FOR DESK , ��; PLACEMENT 1 2 3 F2 1 4 q / A341 A341 A341 SST CORNER I I I ® I -0 �"' , , MIRROR - SEALANT 4, _ _ GUARD I I I CLEAR AROUND °- '" �' I _I- 4 --® CT-26 _ K-4 I , I MIRROR BY GEN 51 I I I CONTRACTOR TYP I I I I I I I I TYP _ , ®- - - = - - - = - - - = - - - = - - - = - - - = - - - = - - -�- - - 0 TYP ��__`� CT-26 BASE I I I I I II 1 I I cc 0 I I ui ) � I CO j � why o - - — - i - — - - — - i - — - i - - - — - i - — -I— . I -� N FITTING ROOM INTERIOR ELEVATION 4- - 4- - HlaoN 8 9 NOT USED 10 FITTING ROOM INTERIOR ELEVATION I- ' kill, A341 V4"=l'-0" A341 A341 V4"=1'-0" I I I z - - -In • I I I • 3 ® A I I 1 ---- - I - L In -. 0 II II'r t b b b b c Rim 1 . 4..v� �1 b d 6 6 . , v / . _ , . DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET • ig 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION DRAWN BY T-034 aMR2o10 FITTING ROOM A 720 WASHINGTON 0 T RGiJ Q A TWYMAN MU LVAN NY , G2 BRI* ALE. : ' MAR 11 i CHECKED BY SQUARE PROJECT CODE CONFIGURATION PLANS , ELEVATIONS A341 1000 NICOLLET MALL • MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 tie, POR , 1, 11 J VAN LANEN 9009 SW HALL BLVD PORTLAND,OR 1 97204 • 1 PROJECT NUMBER 2 70345 RR & D ETAILS • r. TIGARD, OR 97223 MulvannyG2.com I 15012218030 I f 503.223.8381 BRIAN R. :V -%•1` ' HITECT 04-1387-02 i . i . / ■ ' - - . / - . . O:\Remodels\0345 WA Washington_Square_R\ActiveCAD\0345o341.dgn andrewt 29-JUN-2010 15:33 , GENERAL NOTES - SLAB PLAN A. SPOT ELEVATIONS (EXAMPLE: +100'-O") GENERAL PARTITION NOTES: REPRESENTS CONCRETE SLAB ELEVATIONS. II ID QT-1 (WHERE REQUIRED) IS NOT RECESSED B. ALL WOOD THERMAL BREAKS AND WOOD A. PARTITIONS ARE DIMENSIONED IN PLAN FROM FINISH FACE TO FINISH FACE. EXCLUSIVE OF CERAMIC TILE I 1,-7'/2« SHIMS ARE TO BE PRESERVATIVE TREATED B. ALL WALL TYPES SHOWN MAY NOT BE USED I 6 C. CONCRETE SLAB DIMENSIONS TO BE COORDINATED W/COOLER SHOP DRAWINGS C. CRITERIA FOR PARTITION HEIGHTS (OCCUPIED SPACES ONLY) i A351 PARTITIONS WITHOUT SUSPENDED CEILINGS ON BOTH SIDES OF PARTITION EXTEND TO STRUCTURE -< P23 D. FOR COOLER/FREEZER DIMENSIONS AND PARTITIONS WITH SUSPENDED CEILINGS ON BOTH SIDES OF PARTITION TERMINATE 4" ABOVE SUSPENDED CEILINGS, I 0 11'-11" COOLER I HEAVY DUTY BASE LOCATIONS SEE Q UNO r It w♦ (OUT TO OUT) / P7F I PARTITIONS HW WITH G PD BD FULL HEIGHT ONE ON ONE SIDE, UNOCEILING ON THE OTHER SIDE OF PARTITION EXTEND l7 1 SIM 20 GA "F" AS PART OF PARTITION TYPE INDICATOR DESIGNATES EXCEPTIONS OR CLARIFICATIONS TO THE ABOVE CRITERIA 1 % ie _ _ _ _ _ _ ABOVE I - - - 0 ' 'r.}.�°, -f6'-0° AFF 410 - L © D. SEE SPECIFICATION SECT ON:G09 2116ND GYPSUM BOARD ASSEMBL EOTED OTHERWISE. FOR ADDITONAL INFORMATION . 0 18 FLOOR PLAN GENERAL NOTES �� 35 ( E. MOISTURE RESISTANT GYP BD (MR GYP BRD) IS REQ'D FOR ALL WALLS BUILT AGAINST EXT WALLS w I I A. ALL DIMENSIONS ARE TO FINISH MATLS OR J 0 OPENINGS UNO, EXCLUSIVE OF CERAMIC TILE F. ALL GYP BOARD AND PLYWOOD FINISHES TO BE HELD 2" OFF OF FLOOR ° M5 �7 M5 , % B. FOR DOOR, ROOM FINISH, AND OWNER _ % SUPPLIED MAIL & EQUIP SCHEDULES, SEE N PRODUCE li °RODUCB SHTS A601 C° I 18 COOLER COOLER C. PARTITION TYPES INDICATE REFERENCE PARTITION TYPES 183 t6" v--- BOLLARD I 183 FINCSHESNETOR BLOCKING,SHEET SIDE -.' W A351 FOR PARTITION TYPES 18 , �' D. PLYWOOD BLOCKING FORSSIDELODEWALL II N — I _ ' F = FULL HEIGHT i �� I SEE REFERENCE S = SOUND RATED ACOUSTICAL PARTITION < P23 COORDINATE HANGER I ROD FOR EVAP COILS W/CEILING GRID E. FOR TYPICAL CONNECTION OF P 3 S X = FIRE RATED CONSTRUCTION— -< P7F I INTERIOR PARTITIONS TO B = 6" BATT INSULATION TO 6" ABOVE CEILING EXTERIOR WALLS SEE®�TYP • DOOR LOCATED SIM 20 GA ( A501 A501 I . SEE PARTITION TYPE BELOW FOR CONSTRUCTION TYPE C' IN P7 ABOVE •• `, -ABOVE w I 10 0 AFF COOLER 18 F. SPOT ELEVATION (EXAMPLE: + 99'-11") 00 I 35 . .'7 . STOCK ( REPRESENTS CONCRETE SLAB ELEVATION G. SET TOP OF FLOOR DRAIN STRAINERS I M5 147 M5 LEVEL WITH FINISHED FLOOR SURFACE. MEATS ( H. ALL ANGLES ARE 45° OR MULTIPLES OF 45° Isn I , COOLER MEAT UNLESS NOTED OTHERWISE I o0 182 BOLLARD I COOLER IV 6" SEE 182 J. FOR STUD WALLS EXTENDING TO ROOF DECK 41/q" 5' NOM 6%q" NOM 18 t t d - �, I - SEE ® 41/811 ACT 6%" ACT '"' A50 I ig `.� - I i 18 —< P23 I ; — % . 1727 5 METAL STUD GYP BD METAL STUD Q -< P7F A351 COOLER /FREEZER GENERAL NOTES r 1I GYP BD rr 1�: METAL STUD r i: GYP BD SIM 20 GA , U U LIGN ABOVE 10'-0" AFF �� / A. ATCTHEI FASTEN OF WHEN ID E d _ GYP BD a ww / / COOLER/FREEZER PANELS. • WALL) / APPLY CONSTRUCTION ADHESIVE BETWEEN THE PANEL JOINTS. �T SIM (E) • 1 ,--‹ P116 r- -� P11B "NEW ACT I 1 %' 6 10 GA TO a° 3%' 5/s" STUDS TO sf8" 1 3sfa"10 0 AFF 10'-0AFF / B. VERIFY SIZE OF THE COOLER/FREEZER + REMAINt 4 0 I / BOX W/ SHOP DRAWING PRIOR TO INSTALLATION 6? -< P7F 0 P7F ! / C. GC TO VERIFY THE CONCRETE FLOOR SLAB Pl P2 P5 ° I °' SIM 20 GA / S!M 20 GA / 7'-0" IN FRONT OF THE COOLER/FREEZER © ABOVE 0 DOORS ARE LEVEL AND PLUMB WITH THE "�'- � 10'-O" AFF / -ABOVE I / COOLER/FREEZER ENTRY THRESHOLDS (NOT 7 1/q" 31f2" NOM NOTE: 7�/q' 10'-0" AFF / TOP OF TILE). IF THE FLOOR IS NOT LEVEL s AT SIM CONDITION I I 6" ( / - GRIND FLAT PRIOR TO TILE INSTALATION. 3/a ACT USE 6' STUD - I - - - - - - - - — — a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — D I / D D. FOR STRUCTURAL COLUMNS LOCATED IN 1 51 ` �` —� / COOLERS, SEE REFRIGERATION DRAWINGS : is -HAND ___ _ I _ ___ r GYP BD _ •-- - - I • - HAND SINK ,- ■ THE COOLER CEILING PANEL. ABOVE THE :11 METAL STUD FOR COLUMN PENETRATION THROUGH 1 Ill . GYP BD •�� ' \ I ` CEILING PANEL, WRAP THE COLUMN W/ 1' METAL STUD HARDWARE CLOTH . METAL STUD .2 I _ 51 ` BATT INSUL TO 6`-0' ABOVE THE COOLER. 1 �iF I,, ONE COMP BOLLARDS I PROVIDE VAPOR BARRIER AROUND BATT INSUL I; GYP BD PLYWOOD (V •III I�r 11 r�11111(1 SINK , " SEE® ,, NOTE: •"/_ _) I FOR P7A PARTITION • DRY 6" �7 \ n AT SIM CONDITION GYP BD PRODUCE/ t ",. ` ( `1 DRY PRODUCE/ j-+-I " 35'-O" FREEZER 6 TYPE, HARDWARE II LABELING (OUT TO OUT) A351 PRODUCE/ ---- LABELING RM CLOTH IS ONLY 4 0 I ROOM u - - P23 ( / s « « 5 « ADD f2 PLYWOOD 184 , I HIGH SEE 5/A351 s/8" l 6" ,2"1l 5/8" LABELING fe 6 f8 TO 10'-0' AFF - I -� -ROOM- - - ,/ M < P5B SIM I 13'-7' / P7F `\\ j ♦ I 184 I / P11B I o›N � i 20, GA TO SIM 20 GA 1, I / P6 P7 / P7A P8 / 10 0 AFF �o I ABOVE % i / my°m"' .)c?-- 73 t° / 10'-0" AFF %,"■ / 71/q" NOM 43/q' n ° -Ti, I 6 f2 ACT -n �, -I ooh I / 711f g" ACT T w t t t t TI n o� /< P7F ��A J � � � / I I I I / S IM 20 GA BOLLARD - 6«� o � / I) � II GYP BD Ili! : Illii �"'�'��'�'Amr.�'� 10'-OB AFF SEE BASE DUTY N I ��//////////// / / j _ METAL STUD METAL STUD j _ METAL STUD 1 I METAL STUD :� I. PLYWOOD VACUUM ' � 0 M5 8 ( VACUUM / PLYWOOD TO PUMP PUMP / PLYWOOD 185 A P7 % �� FREEZER 35 ( . GYP BD GYP BD PLYWOOD 10`-0" AFF co 20 GA P23 181 185 AS INDICATED - = p III ii II II, . II P7F �`'y' �� I i 6' 5/8" 5/8" ii 6, ii i/2" 3%1 ,-5/8" 1 6" 11 If2" I 13'-7" SIM 20 GA I I ♦ /2 f2 ABOVE 10'-0" AFF 1----;- -T- • • i I , `,_�' `°r I 1 I I P10 Pll P15 P18 /2„ 2)/1" NOM 81/q" M5 D INRP7OABOVEE I I COOLER/ 12%1 1CT t COOLER FREEZER 1 III PANEL •1! Ii • II • INSIDE FACE OF EXISTING WALL HlaON 1 BACKROOM PLAN HlaoN 2 PARTIAL REFLECTED CEILING PLAN i PLYWOOD TO GYP BD EXTERIOR WALL PLYWOOD Mr i I 4'-O" AFF : ' (. FURRING I, PLYWOOD MR GYP BD 1;- 01-:- A351 V4"=1'-0" A351 ® 1/4"=1'-0" 1 NOTE: PLYWOOD •501 I 1 HOLD PLYWD i/2" _ METAL STUD GC TO VERIFY CONC SLAB �....� 1 1 OFF THE FLOOR. MR GYP BD IN ♦ 11 PANEL JOINTACLOSEST .li Ili PLYWOOD Ii DOOR OIST LEVEL HAND RPLUMB 1 FURRING STRIPS WITH THE FINSHED FLOOR OF ""-w t 'A'--'4` -..w.---1 TO THE DOOR 5 " " 145/8GYP BD L/21 « 1%fl FREEZER. GRIND THE HIGH % ∎ SEE 0 /a 6 11/2"-1, i f8 OCCURSNSUL " EL-100'-O" NEW CONCRETE SLAB FOR SPOTS IN THE CONC SLAB TO ._• ALLOW FOR DOOR TO SWING �2" If2" 2 FREEZER, CORDINATE OPEN EXACT SIZE OF NEW CONC WITH STRUCTURAL AND P23 P24 P27 P34 + ARCHITECTURAL DETAILS •-'13 • "ii" + I / - - -�/ - -/ - // / / / // / // / / 1 __Jr__ =N / 4%2" / / / / / /3/4'-21/2" / / / / // / 4%2" 61f2" / t 2 / / / / -/ / // / / / t PROVIDE P7 HARDWARE WALL LEGEND REEL CEILING PLAN GENERAL NOTES A. r / // / / . J - _j,, _ /f _ / / j -�-- / --. /✓ COOLERWFREEZER ABOVE EXISTING WALL ® / / / / / A. ACT CEILING GRIDS ARE CENTERED IN / / / / / / / / / / / / COOLER/FREEZER HARDWARE CLOTH TO ROOMS PER SPECIFICATION 09 5100 / / / �, TOP_-OF_.PAN -....�-,--_-en: DOOR 4' O" ABOVE COOLER! CRITERIA UNLESS NOTED OTHERWISE / - // // // // / // �/ // // / / / EL = 1O9'-11' w ry DOOR PAN€L FREEZER, STUDS TO DECK o NEW WALL CONSTRUCTION /��/��/��/ / / / / / // / / / / / I B. PROVIDE SLIP CONNECTION AT ALL WALLS -'"r---- // WOOD THERMAL / / / / WOOD/THERMAL/ // COOLER/FREEZER z,- EXTENDING TO ROOF OR STRUCTURE PER I / / BREAK/ / / / g / / / BREAK - ----------- -�---- DOOR M5 SEE 12/A501 / ' 'T A 1 / // / / / / �EEZER / // / // / / \ COOLER C. VERIFY LOCATIONS OF HANGING DEPARTMENT i / / / / / / / / / / I; h COOLER/FREEZER PANEL ,Z� 7 / / / / / / 181 / / / / SIGNS WITH TARGET'S IN STORE // / / / / / / / / / / / / 11 JOINT 3625125-30 MARKETING. LOCATIONS SHOWN ARE / / / / / / / / / / // // . 11 N I _ L MTL STUD FOR REFERENCE ONLY ----------- ----/- / / / / / / / / / . 11 PLYWD STOPS AT S1 © 5 0 I/r f-// // // // / // // / // /� / // / /;; / COOLER/FREEZER / / / / / / / / / / / i �-._ DOOR PANEL JOINT I I =_____ -_/� A501 A501 \ - -EXISTING WALL/ / / / / / / / / / / / i i ACT-3 9'-6" AFF D. PROVIDE QUANTITY AND LOCATION OF 1 / / / / / / / / / / / / , I i \ DIRECTIONAL/ EXIT SIGNS AS REQUIRED BY v. 1 / PLYWD INSTALLED %2° 1 1 DRY PRODUCE . / / / / / / / / / / / / / / / OFF THE FINISHED FLOOR 1 HARDARE CLOTH FIRE MARSHAL HAVING JURISDICTION . $ FIN FLR _ �✓ I 1 LABELING CEILING LEGEND E. SEE E111 AND M111 FOR LIGHT FIXTURE AND EL = 100'-O" COOLER I 1 ROOM DIFFUSER RELOCATION. COORDINATEFOR I I 184 If2" PLYWOOD REMOVAL/ REUSE OF LIGHTS DIFFUSERS AND ATTACHED TO SPRINKLER HEADS . COOLER PANEL EXISTING ACT CEILING F. FOR ALIGNMENT OF SPRINKLER IN I SALES FLOOR CEILING SEE SPEC, DIV 15 . HlaoN 3 COOLER/FREEZER SLAB PLAN 4 PLYWD @ COOLER /FREEZER DOORS PARTITION TYPE P7A DETAIL 6 HARDWARE CLOTH ENCLOSURE DETAIL APPROX 90°. THE LIGHTS wows G. FOR CEILING GRID BRACING AND EDGE 311OF A351 A351 V2"=1'_0" '351 1 V2"=1'-0' AND GENERAL CONTRACTOR 11�� CONDITIONS IN SEISMIC DESIGN CATEGORY V4"=1'-0" TO VERIFY THE AMOUNT OF SEE CEILING TILE TO BE REPLACED. �� MY 1110, ISY --< P23 NEW ACT CEILING 0 15 4" _- 35'-0" COOLER • -< P7F VACUUM PUMP . , . SIM 20 GA i SEE I I I 10'10'-0" AFF 1� 1 •- -0 1 ® B i i ' ®_ 1 E 1 A) ; 1 i--1 1- - - - - -®I i iiiiii�iiiiiiiiiii ' i i i i i i i i JANITOR SINK - I VACUUM P7F - - - - - - '- - PUMP 2 I 1 I 185 20 GA w ° WC-3 OVER f " gr I �� HEAVY DUTY M5 -J o -o - - -� - - - I - I - - - - - - 6 w PRESERVATIVE BASE I DAIRY MY ,' 0 • I I .1 WAINSCOT PLYWD .. � COOLER R < =o ® - - - - - - - - i - i - i __Lid c3 ill. 18 _ ° I A351 A351 A351 0 1 Aft I I I I I Alli WC-3 & If2" I 4,71/2" t I , `,` J 8 0 - r I J- I z PRESERVATIVE I \ t-I ( l _ - ---' I I I I I I I I � _ _ --r TO EXTEND 2'-0" I • A351 ® - -- I I I I I MIN PAST JANITOR \ • I 1 SINK ` / } + f _/ DOOR LOCATED ® ,�, I IN P7 ABOVE I, L I ' t COOLER ® _-- 4 ° i' -� I I/— .- .r 10 9 - , -1 I '1 II( - 1 �� ®- t -:I - . , - — - -- - –-® I rnji KINN 7 VACUUM PUMP ROOM PLAN HflON 8 DAIRY COOLER PLAN t� j b b b I %IC t 11l 1 — — — —0 VW/ A351 \V, A351 b b b b b V4"=1'-0" V4"=1'-0" KEYPLAN • / , / . DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION COD 4 A I� v ��,`,� 0 DRAWN BY WASHINGTON T-034 MR2010 0 a A TWYMAN M U I�Vn N N Y , G 2 . . , R. EE) i MAR 11 CHECKED BY SQUARE PROJECT CODE CONFIGURATION BACKROOM PLAN S 1000 NICOLLET MALL J VAN LANEN MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 'IRT i,(1 9009 SW HALL BLVD 270345 RR PORTLAND,OR 1 97204 PROJECT NUMBER TIGARD, OR 97223 MulvannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN -#R. - - HITECT 04-1387-02 i ■ O:\Remodels\0345 WA Washington_Square_R\_ActiveCAD\0345a351.dgn andrewt 29-JUN-2010 15:33 EXTERIOR WALL AT SIM CONDITION M5 EXIST PLYWOOD SEE PLAN FOR SST BASE,PARTITION TYPE FOR NOTES 4-i SST BASE, Ili COOLER PANEL 5 " PRESERVATIVE SEE i COOLER PANEL FOR NOTES �; I�� EXIST COOLER PANEL /a • TREATED PLYWD 8 I SLNT-4 CONTINUOUS SEE 8 I M5 111 %2" PLYWD- SEE PLAN J SLNT-4 CONTINUOUS A352 1 1 I II SLNT-4 CONTINUOUS 1 LIGHT BROOM FINISH AT A352 ( COOLER PANEL ill FOR LOCATION I LIGHT BROOM FINISH AT LIGHT BROOM FINISH AT 0 SIM: 1 I TOP OF CONC, IPS-15,C-31 I 'II 1 INSTALL 1/2" ABOVE 1 0 TOP OF CONC, IPS 15,C 31 TOP OF CONC, IPS-15,C-31 QT COVE BASE I I » " 0 SIM: 1 1 4 X 6 X 18 GA SST QT COVE BASE ADJ ROOM I COOLER FLOOR '' 4" X 6" X 18 GA SST 4' X 6' X 18 GA SST COVED SST BASE, FOR II I� EXIST 1 I i I COOLER ANGLE, PLACED OVER COOLER I : ADJ ROO ANGLE, PLACED OVER ANGLE, PLACE OVER ADJ ROOM 1 1 A BED OF SLNT-4 ( NOTES SEE ,� 1 A BED OF SLNT-4 BED OF SLNT-4 1 1 = " n HEM EDGE 1 COVED SST BASE, FOR SST BASE AT SIM I II, HEM EDGE in HEM EDGE 1' I � A352 I NOTES SEE I, CONCRETE FILL ADJ ROOM � COOLER AT SIM CONDITION P CONCRETE FILL a CONCRETE FILL ' QUARRY TILE I 1 ,- .� SLOPE 1 TO / SLOPE 1 TO v. I SLOPE 1" TO FLOORING OVER i I v WALL SURFACE ° . °. I WALL SURFACE O QUARRY TILE I a / WALL SURFACE QUARRY TILE i I , �. QUARRY TILE D2 FLOORING i QUARRY TILE FLOORING(D2) QUARRY TILE O =N 11'I °N EXIST SLAB I I.. QUARRY TILE FLOORING I < e N QUARRY TILE D2 FLOORING d I COOLER III 1 \ COOLER i° < I j `�m a c�mn� FLOOR SLAB FLOOR SLAB •-; "�., FLOOR SLAB �j , 0 , FLOOR SLAB omummmumnmmi FLOOR SLAB EXIST FLOOR ',ilmu main FLOOR SLAB a " EL= 100'-0' $ $ EL= 100'-0' " - EL= 100'-0" - FLOOR SLAB . I ■ 111111111111111111111111111111 FLOOR SLAB 0 EL-100'-0" a EL= 100'-0" $ $EL 100'-0" rrnnnnunnnnrnnnr nunir _I `n I'\ EL 100,_0. $ • v v • `'I‘ a `11� a $ EL 100' 0» a EL= 100'-0" • a a SLNT-4 CONTINUOUS v I ° . v - a v . i' a a v SLNT-4 CONTINUOUS a a 4 . . a SLNT-4 CONTINUOUS d II d ° i/2' 0 EXPANSION -I/2" EXPANSION d %2" EXPANSION - BOLT 0 24' O.C. BOLT 0 24" O.C. EXISTING QUARRY TILE BOLT 0 24" O.C. 3' MIN EMBEDMENT 3" MIN EMBEDMENT & RECESSED SLAB 3" MIN EMBEDMENT SILICONE SLNT UNDER COOLER NOTE: AT OUTSIDE CORNERS NOTE: AT OUTSIDE CORNERS -PANEL BY COOLER INSTALLER SLNT-4 UNDER COOLER SLNT-4 UNDER COOLER NOTE: AT OUTSIDE CORNERS SLNT-4 UNDER RETURN SST BASE RETURN SST BASE PANEL BY COOLER PANEL BY COOLER RETURN SST BASE PANEL CONT TO FINISHED WALL TO FINISHED WALL INSTALLER INSTALLER TO FINISHED WALL 1 FLOOR DETAIL @ COOLER 2 HEAVY DUTY BASE DETAIL OUTSIDE THE COOLER 3 HEAVY DUTY BASE @ FRAMED WALL 4 HEAVY DUTY BASE DETAIL @ COOLER 5 FLOOR DETAIL @ COOLER A35 1 12"=1'-0" A35 1 12"=1'-0" A35 112"=1'-0" A 35 1 V2"=l'-0" A35 3"=1'-0" DOOR FRAME M5 FREEZER WALL M5 PANEL FILL CAVITY W/ M5 % 1 1 2" PLYWD- SEE PLAN COOLER PANEL ��• FOR LOCATION i I THINSET MORTAR 1 - FREEZER PANEL SLNT-4 CONTINUOUS I 1 INSTALL 1/4" ABOVE i I LIGHT BROOM FINISH AT G9 TREAD TAPE I SLNT-4 CONTINUOUS 1 1 FLOOR 1 1 TOP OF CONC, IPS-15,C-31 FTS- 6 TILE TO D2 1 ADJ ROOM FREEZER SLNT-4 CONTINUOUS I I CONC TRANSTION 01 I = I I I 4' X 6" X 18 GA SST SEE SPEC 09 3000 QT ADJ ROOM ��` 1 FREEZER ! i 1 i COOLER ANGLE, PLACED OVER " INSTALL COMPLETELY �' ! i 2X10-SATTACHEAOED ADJ ROOM ! A BED OF SLNT-4 INSIE THE DOOR FRAME 1 I/2" PLYWD- SEE PLAN 1 _ i FREEZER WALLS `- 1 FOR LOCATION I ,(�'- 16 GA SST BASE W/ 3/8" __ CONCRETE FILL MIN COVED BASE - 1 16 GA COVED SST BASE, W/ 3 " MIN \•- • • , I` . . / SLOPE 1' TO i I WALL SURFACE CONC SLAB GROUT INSTALL %2" ABOVE ' I D I ! I FLOOR i SET IN SLNT-4, PROVIDED I I COVE, ATTACHED TO WOOD BLOCKING QUARRY TILE o °II i =Q AND INSTALLED BY GC I W/ SONNEBORN PREMIUM FLOORING i I�• QUARRY TILE FLOORING D2 �� j ADHESIVE, OR EQUAL,SST BASE 'I I° COOLER L11 I _ _ I PROVIDED AND INSTALLED BY GC FLOOR SLAB ( 1 III I FLOOR SLAB EL= 100'-0" , III I � .. —,�� I1 FREEZER I EL= 100'-0" EL= 100' 0" 0 T/0 SLAB 4 4 a Q SLAB � � ` i . FLOOR SLAB FREEZER v` i ill` n a 4 a 4 a oFLOOR EL 100'-0" EL- 100' 0" $ FLOOR SLAB FLOOR SLAB Q • „ a SLNT 4 CONTINUOUS 4 a 1101 -•EL=1OO'-O" Q yew-— EL 100'-0" $ 1/2' 0 EXPANSION Q � d 4 a 4 v ° BOLT 24" O.C. Q A 3 MIN EMBEDMENT b:' p A MI6- SLNT-4 CONTINUOUS SLNT-4 CONTINUOUS SILICONE SLNT UNDER COOLER NOTE: AT OUTSIDE CORNERS PANEL BY COOLER INSTALLER SLNT-4 UNDER FREEZER RETURN SST BASE PANEL BY FREEZER TO FINISHED WALL INSTALLER 6 QT TO CONC SLAB TRANSITION 0 NOT USED 8 STAINLESS STEEL WALL BASE @ FREEZER 9 HEAVY DUTY BASE DETAIL @ FREEZER to HEAVY DUTY BASE DETAIL @ COOLER A35 6"=1'-0" A35 3"=l'-0" •352 112"=1'-0" A 35 1 1/2"=V-0" M5 c. FREEZER WALL PANELS FURNISHED VERIFY ' M5 I VERIFY ' M5 5Y4" t2/2"1 AND INSTALLED BY FIXTURE }W/ MFR} FREEZER WALL PANEL ( ADJ ROOM• CONTR SEE FLOOR PLAN FOR I W/ MFR - FREEZER WALL PANEL SEE FLOOR PLAN FOR COOLER/ ROOM DIMENSIONS FREEZER ROOM DIMENSIONS I I 01/4"1 FREEZER ADJ ROOM I FREEZER COOLER I FREEZER +' I I I I FREEZER ( FREEZER DOOR & THRESHOLD M5 i 1 i EXISTING WALL AND SLAB OI 1/4a" I I 1/4a" I THERMAL BLOCKING CENTERED UNDER r I I 1 1 I SEE PLANS FOR TREATED PLYWD OVER (3) 2x4 I 3" 3" ( l SEE PLANS FOR BASE TYPE MAX MIN I SEE PLANS FOR BASE TYPE 2/2� I BASE TYPE 1121/21 _ I " PRESERVATIVE TREATEDEWOODABLOCKING FREEZER FLOOR I I SLNT 4 UNDER /2 I ____ $ I I COOLER 1 I I PNL- CONT I » :- - -�' EL 100 -0 , SLAB �firArk v 4 d 'Q1 -SLNT-4 UNDER PNL- CONT OFLOOR FREEZER FLOOR 0 0 FLOOR SLAB ""��","��""��""""" �""�"""""""��"�� itt FREEZER FLOOR FREEZER FLOOR —_—y FLOOR SLAB [�,Y Y•EL=100' 0" EL=100'-0" EL= 100'-0" EL=100'-0" EL=100' 0" a a a EL=100'-0"° ", 4 4" CONCRETE FLOOR a SLNT 4 UNDER PNL CONT a �1 o ' ' # kTr • - ' e° I I�� %2' PRESERVATIVE TREATED � a . • v4 � • a • l ., e : THERMAL BLOCKING CENTERED UNDER a v� I �� / �, e ° THERMAL BLOCKING CENTERED UNDER a/ �� ° •�� PLYWD OVER (3) 2x4 PRESERVATIVE I " ��• ••A' a I ��,,�� •�r j ��•�� EBI3IE FREEZER PANEL -/2 PRESERVATIVE n�r�� FREEZER PANEL -I/2' PRESERVATIVE ∎ •� Nfl COVER WOOD BLKG ∎V TREATED WOOD BLOCKING TREATED PLYWD OVER (3) 2x4 � �7441 � TREATED PLYWD OVER (3) 2x4 I(� �� S ± - ° • ►•PRESERVATIVE TREATED WOOD BLOCKING • ;7 . � PRESERVATIVE TREATED WOOD BLOCKING �� ' "'��"• W/ THRESHOLD SET a (2) LAYERS OF 3 INSUL-2 .410A'434.4.•*�'� y:� .. ti • �'�!Oil IN BED OF SLNT-4 f .��*+ INSTALLED WITH STAGGERED JOINTS iglid r•�•��••... d V�� 414•01/04.0.1.14, 40.••'. _ L1 V�� ♦�� 11 0 ... a �• • ••• .l•p I° _ _ a ••• • #.10,44404•j• °f��:, VAPOR BARRIER, EXTEND 2" ABOVE • i • % v f��C�l��;��C►�� VAPOR BARRIER, EXTEND 2" ABOVE 1,�,�,�,�� "Ably,410.•36 *• 'F 4" CONC RECESSED FLOOR SLAB � �. ._C!_� .....÷.... �_ �►�'�'�� ,• •� ` R• a . *O .* FINISHED CONC FLOOR �•�. �� . FINISHED CONC FLOOR a •,� • ,�.5•' ° VAPOR BARRIER, EXTEND 2' ABOVE •� •�.��.�,»•i COMPACTED GRANULAR BASE •� •.,��,• �•; COMPACTED GRANULAR BASE d ° '••*:*Ai a h (2) LAYERS OF 3" INSUL-2 • ° • a • �•I m;Jo • FINISHED CONC FLOOR •<�� . •<�� '1�. ° ° � �' r 1 • •' ff•y INSTALLED WITH STAGGERED JOINTS • �i��'� 6 GRANULAR COMPACTED BASE �• 4' •j •�M ° NOTE: .�:�;!4•• •• a NOTE: ° •! �' '• �y •i� 1 •,` - ., •.`• . ,••• • •• •• • •% • FOR VAPOR BARRIER UNDER �� .� .;:+ . •.• . .. . .. . ., . FOR VAPOR BARRIER UNDER 1/14111111111111;NiA4141Ne�;� ��•1� 4" CONC RECESSED FLOOR SLAB � ti) + 11 r,�r!�• �a •IP �• MAIN BLDG SLAB (IF ANY), SEE �' • a • a ►,• , • •'.� ••DO NOT UNDERCUT SLAB, •�•!�!� �� • ♦ •� � • �r �••� �� /,•+� MAIN BLDG SLAB (IF ANY), SEE � ; ; �r!;!•�y VAPOR BARRIER EXTEND 2" ABOVE .�..�.�• �. { • . . .. . . : . • r�-:'.f• 0O • . •ti • . •�.•..• • 6.•:.• FOR ADDITIONAL NOTES 44 1';•• �-.4 •-;• 0, f. • SECTION 03 3000 +��{,!r •-! �•-$4 ••-. ••-� •• SECTION 03 3000 )4 ••, •. "; �dg, ez. A4�� '•. �'��U•�:�••�:��•�. ��;��•�:�,�•�:��•r1:��y��: .•�•LITIPI •P•I•,{•O•K,,, 01/ 11 •0 FINISHED CONC FLOOR SEE N••t...'r p. ..•p4.0.44, •• ..•t.•J...•p �(.•t.).•r��. .,•t ; .,•t •••b T^..•L 1,'4.1•x••.�S. •.•�• •.•�• ' •�..�,•• 6"••� C�►!� C �� <` •��C�ti!�r� •��, . k!� . ��. t.:•� "•�� •♦�•'�,�i-�+l�i�i�r.�i`r�!�.�i•+1��.�t•1''� 6 GRANULAR COMPACTED BASE NW V•AikAgitaxialt•A•Al Aii NOT USED 01 FREEZER DETAIL @ EXISTING PARTITION 13 SUBFLOOR DETAIL @ FREEZER 14 SUBFLOOR DETAIL @ FREEZER 15 DOOR SILL @ FREEZER nir A 1 12" = 1'-0" A35 1 1/2"=1'-0" •35 1 12"=1'-0" A35 REF: A351 1 V2" = 1'-0" M5 61/2" 21/24- FREEZER WALL PANELS FURNISHED } AND INSTALLED BY GENERAL M5 CONTR SEE FLOOR PLAN FOR FREEZER ROOM DIMENSIONS n COOLER PANEL 69 ill ∎4 I I 1 1) 2" INSUL-7 ----BOLLARD SLEEVE 1/2" PLY WD- SEE PLAN 111 I'� (2) 2x6 TREATED WOOD BLOCK �- FOR LOCATION I SLNT-4 CONTINUOUS 1- INSTALLED BY CONTR BASE PLATE INSTALL 1/2" ABOVE I I LIGHT BROOM FINISH AT I SEE PLANS FOR BASE TYPE 3/8' X 65X" 6" F.. .--41 STEEL PIPE FLOOR 1 TOP OF CONC, IPS 15,C 31 I W 4 - %" DIA. I 4" X 6" X 18 GA SST _--- FREEZER FLOOR HILTI KWIK ADJ ROOM ( COOLER -"WIN 0 -/ EL=100'-0' BOLT II SST i ANGLE, PLACED OVER EXP ANCHORS ``- I A BED OF SLNT-4 a . SLNT-4 UNDER PNL- CONT �i __ " (OR EQUAL) IPS-6, Ij = HEM EDGE 1" °. , ,4 4" CONCRETE FLOOR / » ■" ♦ C-8 = J , CONCRETE FILL a �V� —� I / %a •3 ♦ w �I I Q . SLOPE in TO a S n�*�� (3) 2x4 TREATED TREATED WOOD OVER + M rn v> I v. I / TYP I TYP ' Iw- 1 • WALL SURFACE 4 ��•�.4i* BLOCKING +vX : .1- o , , s; I.. QUARRY TILE FLOORING !�-------'` (2) LAYERS OF 3" INSUL-2 <o �, - - - -•-.' ! %' STL BASE PLATE. ��` j I� COOLER INSTALLED WITH STAGGERED JOINTS + ± FLOOR SLAB 'MUUMUU FLOOR SLAB 0 4 41 -•---a • CONT WELD TO 4" STL " » - 4" CONC RECESSED FLOOR SLAB PIPE PAINT IPS-6, C-8 EL=100'-0" I I\ a . EL= 100 -0 ilikhL 4 a a " 1 j6K ° • ,1 a SLNT-4 CONTINUOUS •� �� VAPOR BARRIER, EXTEND 2 ABOVE / (E) CONC SLAB d �_ Z� -1/2" ii EXPANSION X\ V'�� . FINISHED CONC FLOOR \ / �►.-�� BOLT � 24" O.C. �/ •tlliw:��•�-=�r EXPANSION JOINT ♦ / IX/� 'a��.••�•��.♦ » %��i��:�'Y%�' � 3" MIN EMBEDMENT ..±i,.�� 6 GRANULAR COMPACTED BASE i /\ r•��••••1•��• NOTE: AT OUTSIDE CORNERS K/ RETURN SST BASE K> EXISTING EXTERIOR WALL TO FINISHED WALL SLNT-4 UNDER IX X PANEL L CONT 16 EXTERIOR WALL DETAIL @ FREEZER 17 BOLLARD W/STEEL BASE PLATE ANCHOR 18 HEAVY DUTY BASE DETAIL @ COOLER 19 NOT USED 35 1 V2" = 1'-0" A35 3/4"=1'-0" A35 1 V2" = 1'-0" '352 QKap/ EZER WALL i I ADJ ROOM I I COOLER/ 1 1 FREEZER I I COUNTERSUNK SST 1 1 I I I I SLNT-4 CONTINUOUS *12 X 2/ " WOOD SCREWS. "ate+ - l ' PRESEREVATIVE TREATED 2x6. ROUT 2x TO ALLOW \ 18 GA COVED SST BASE, W/%' MIN FOR ANCHORS & SEISMIC I COVE, ATTACHED TO WOOD BLOCKING W/ SONNEBORN PREMIUM ANGLE ADHESIVE, OR EQUAL,SST BASE IIIAt PROVIDED AND INSTALLED BY GC cc I) -'111'- � o 0 FLOOR SLAB 1 , EL-=100'-0" w a 0 NOTE: ATTACH 2x6 TO COOLER PANEL SEISMIC CLIP & N FRAMING. SEE COOLER/FREEZER SHOP ANCHORS 0 DRAWINGS FOR FRAMING LOCATION. ALIGN SPLICED 2x W/ COOLER/FREEZER cD FRAMING a 20 STAINLESS STEEL BASE FOR SEISMIC CLIPS 21 NOT USED 22 NOT USED rn •352 3"=1'-0" A35 A35 0 I- . . , . . , . _ , . , . , DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET • , • - - - S� r r 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION 1 DRAWN BY WASHINGTON T-034R2o10 . O TA RGL A TWYMAN MU LVAN NY G2 . FEVER MARn FREEZER/COOLER A352 C CHECKED BY SQUARE PROJECT CODE CONFIGURATION . 1000 NICOLLET MALL . - LAS 1 ,, J VAN LANEN DETAILS MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 PORTLAND,OR I 97204 ate 5 • PROJECT NUMBER 9009 SW HALL BLVD 270345 RR TIGARD, OR 97223 MuivannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN R. FLE IR t,RCHITECT 04-1387-02 / v i / . . - - . / - - . . . O:\Remodels\0345 WA Washington_Square_R\_ActiveCAD\0345a352.dgn andrewt 29—JUN-2010 15:33 GENERAL NOTES FOR COOLERS & FREEZERS PROVIDE ALL ACCESSORIES FOR COMPLETE INSTALLATION. COOLER WALLS TO BE 4' THICK (NOM.). FREEZER WALLS TO BE 6' THICK (NOM.). COOLER FLOORS TO BE 1/2' QUARRY TILE. SPACERS UNDER AND BEHIND COOLERS AND FREEZERS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. SEE SPECIFICATION SECTION 11 4124 FOR COOLER/FREEZER SPECIFICATIONS. THE INTERIOR HEIGHTS OF ALL WALK-INS IS 9'-6'AFF DOOR NOTES FOR COOLERS & FREEZERS 180 5' x 8' (NOM) WALK-IN COOLER DOOR W/ 36' KICKPLATE BOTH SIDES 5' x 8' (NOM) WALK-IN FREEZER DOOR 181 W/ 36' KICKPLATE BOTH SIDES 5' x 8' (NOM) WALK-IN COOLER WHITE ENAMEL DOOR W/ 36' KICKPLATE 182 BOTH SIDES. RAISE DOOR 1' TO CLEAR QUARRY TILE INSTALLED ON FLOOR 5' x 8' (NOM) WALK-IN COOLER WHITE ENAMEL DOOR W/ 36' KICKPLATE 183 BOTH SIDES. RAISE DOOR 1' TO CLEAR QUARRY TILE INSTALLED ON FLOOR DRAWING SYMBOLS • 11'-11' WALL FINISHES: \1/ n STUCCO GALVANIZED < ° z PRODUCE 0 COOLER •• CEILING FINISHES: iv > 183 IiiOi O STUCCO GALVANIZED )..---) 138 SF v � o o 35'-O' O PRESSURE RELIEF VENT, MANUFACTURER V TO VERIFY QUANTITY. ibi N F FLUSH MOUNTED ELECTRICAL J-BOX O DIAL THERMOMETER V MEAT L AA GENERAL NOTES FOR 5/A355 COOLER A N 182 �O ■ �� ■ r- THE COOLER/ FREEZER PANEL LAYOUT 147 SF INDICATED IN THIS DRAWING MAY NOT MATCH 0.------) v ° THE PANEL LAYOUT FOR YOUR PROJECT. 1 DAIRY THE PANEL LAYOUT SHOWN IS ONLY FOR COOLER '` REFRENCE. u. O 183 0 CLEAN AND REMOVE ALL BUTYL SEALENT 250 SF U- ~ M FROM EACH PANEL TO BE REUSED. APPLY a � < N A NEW APPLICATION OF BUTYL TO EACH SIDE OF THE PANEL JOINTS DURING RE-INSTALATION A REUSE THE COOLER/ FREEZER PANELS THAT FORMED THE CORNERS. DO NOT CUT INTO • EXISITNG PANELS TO CREATE NEW CORNERS. REMOVE AND REINSTALL DOOR SWEEP AS REQUIRED TO PROVIDE PROPER CLEARENCE FOR NEW FLOORING MATERIAL. WHEN MODIFING THE CEILING PANEL LAYOUT - THE FIRST COOLER/FREEZER PANEL SHOULD BE REUSED, AND THE NEXT TWO CEILING PANELS ARE TO BE REMOVED. WHEN PROVIDED, FOLLOW ANY ADDITIONAL INSTRUCTIONS FROM THE COOLER/ FREEZER MANUFACTURER. 35'-0' 1 . . D rn 0 F • ��„l J D PLAN 2 COOLER /FREEZER PL 41O1• A355 V4"=1'.-0" i°,1 Q V FREEZER ao 181 353 SF D A I ? ? Y T T I' I I I I I I 1 COOLER /FREEZER PLAN I-I ° A355 o- - - - -4- - - -4- - - - 4- - - -- - - - - - - -- - - - 4- - - — _1 w V4"=1'-0" I — — I — I — — — I — I w X55 ® N Z m I 1 4- I- II— ---- ------ _ ° ° I I I Ij o = N I I I I II i.��, a 1 • 3 u.) I r- -7 -- I� o - o h I 1 ,I I I, , II II(r- I itividogibilai i - -o b b �e b b KEYPLAN . , v , ' , , DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET A.: 4,,, 30 JUNE 2010 _ -c� 06.30.10 BP-3.0 COMPLETE CONSTRUCTION n WASHINGTON T-0345R2010 0 e RaElus 2 0 DRAWN BY T A TWYMAN ►• • • • eAN R. FLEE► " MAR 11 COOLER & FREEZE R '°� CHECKED BY SQUARE PROJECT CODE CONFIGURATION A355 1000 NICOLLET MALL ; J VAN LANEN P L/ N S MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 ' - ill I l' ', I R PORTLAND,OR 1 97204 PROJECT NUMBER 9009 SW HALL BLVD 270345 RR X. , TIGARD, OR 97223 MulvannyG2.com I t503.223.8030 I f503.223.8381 BRIAN R. FL -(ARCHITECT 04-1387-02 O:\Remodels\0345 WA Washington_Square_R\_ActiveCAD\0345a355.dgn andrewt 29-JUN-2010 15:33 (3) NEW BOLLARDS SEE EDilk OWNER SUPPLIED OWNER SUPPLIED kp EXIST WALL G3 G3 STEEL WALK-OUT I 't.f" 4 CONSTRUCTION O TRASH COMPACTOR REMOVE EXIST ANCHOR BOLTS ENCLOSURE —"li--.' A362 FROM OLD COMPACTOR SUPPORT ( 1k� 1 ' I 0 LEGS. PATCH CONC SLAB /3 ::::J:Ir11 !J_.r ... NEW HM DOOR & FRAME co OWNER SUPPLIED TRASH COMPACTOR I I OWNER SUPPLIED 1 FIELD VERIFY DOOR AND FRAME SIZE TO FIT G3 ENCLOSURE BY I COMPACTOR I 0 EXISTING MASONRY OPENING WIDTH AND HEAD COMPACTOR SUPPLIER POWER PACK nu, I HEIGHT. REUSE EXIST FRAME IF POSSIBLE AND IN I >- ' I GOOD CONDTION. I ' I _. EE REMOVE EXIST > I GUARDRAIL o REMOVE&E PROVIDE NEW PLATE I & PATCH • w CONC SLAB ON COMPACTED I WALL AS READ LL ,j GRANULAR FILL, SEE STRUCT .141) ' I '• ,t / 0 1 I I MET CONDUIT HOSE CHASE ' co I .• I I BY VERIFY GENERAL CONTRACTOR I i I I I COMPACTOR SUPPLIER I 3 ( _ I EXTEND 1/2" MIN I i I A362 ( • ( I (—' THRU FDN WALL 0 ± r — — +`I LJo_ ° ANGLE PERIMETER CONC FOOTING _ — ° ° ° ° ° ° SEE STRUCTURAL.- \` �-- G3 L —I I- '7' ` D ° DJ D /./ D fib Ii u STEEL SUPPORT LEG FOR _- --- ` 11 41.1"A/ MET CONDUIT HOSE CHASE BEYOND �,- WALK-OUT ENCLOSURE EE • • • . / • • -' ,i BY GENERAL CONTRACTOR ' ' `.1" ' BY COMPACTOR SUPPLIER `'� / •I� I / '� SUPPLIER IZEXTEND '/2pM MIN EXIST EXTERIOR G3 I I ''- WALL OWNER SUPPLIED 1 1 -J ► r / THRU WALL COMPACTOR __---- © • . • • . • • • ENCLOSURE I 1 SLNT-2 `` '�' J �✓ �V7 SLNT 2 & BACKER cv _ i I .r- . • • • • • ,• ROD �• o r '% % f SEE STRUC FOUNDATION WALL•:, ► -' 1 I EXIST CONDUIT THRU EXT WALL - PACK � — � '• '. . t ENDS W/GLASS FIBER BATT INSUL AFTER . • HYDRAULIC HOSES ARE INSTALLED AND SEAL =-i _ _ EXPOSED END. COORDINATE W/ OWNER ° ° T' c • FURNISHED EQUIPMENT. _ < < NEW OWNER SUPPLIED COMPACTOR JOINT FILLER D D EXIST CONC SLAB L,'','' EXIST COMPACTOR PIT POWER UNIT - REMOVE OLD UNIT G3 ' — — — — — — — _— — AND INSTALL AT EXIST LOCATION CONC FOOTING ° . EXIST SEE STRUCT •° BALER ° • ° O > D > •1 COMPACTOR PLAN 2 SECTION AT TRASH COMPACTOR 11!! A362 " " A362 " " e V4 =1 -0 1/2 —_1 -0 0 rT�_ -OWNER SUPPLIED 6' >a STL PIPE- • rrrt w COMPACTOR ENCLOSURE FILL W/NON-SHRINK P N - - _ rrra' ,,, • GROUT - ROUND TOP r1-:; SLNT-1 & BACKER ROD PAINT EPS-1, COLOR TO 1-411..ill MATCH MAIN BLDG WALL 1 1 cs , SLNT-1 441 I STEEL COMPACTOR PAINT EPS-1 ENCLOSURE I rrr+•H, LL1 :nu NEW CMU INFILL MATCH ( COLOR: OSHA YELLOW rrr' ,uil �� ,. TEXTURE OF ADJACENT ; NEW HM DOOR & FRAME STEEL COMPACTOR r .' EXIST CMU WALL CMU WALL INFILL , ----- --- ,-1-1-, 10 11. cs ENCLOSURE WALL & rri•1. 11.1 CONSTRUCTION EXIST WALL. PAINT EPS-1 LL1'. CONSTRUCTION rrr, ' COLOR TO MATCH --- - LLL' X11) . rr+I 1111 D ; ' THRESHOLD SET FLASHING ANGLE �� .,,�� „ r DOME TOP OF CONC FTG OWNER SUPPLIED TRASH 1 IN SLNT-9 - - . rr,, . - - ii; N HM DOOR ; ADJACENT WALL a COMPACTOR li.t,■zi.e. I SLNT-2 & BACKER ,--, ;�; ,. PAINT EPS-2 ;."I. ' ` C .D ROD OVER 1' JOINT FILLER cs ; EXIST CONC SLAB OWNER SUPPLIED III , .• rrr; ��11 COLOR TO MATCH L1 rrr':"" EXIST FRAME -'- I— ' " 1L1� rr .1111 1 STEEL COMPACTOR �- . ' I ENCLOSURE `_ NEW CONC SLAB PAINT PAVEMENT SURFACE rT;_ "I�' BACKER -i r- -.c3 ROD BOTH SIDES : ' • ; .441''.ml • _ r..... ° �` ^ r „� NEW CMU INFILL MATCH -- 1 �� ' 1 °'° RUBBER GASKET BY ;I „� OWNER SUPPLIED F ' 1'"{ TEXTURE OF ADJACENT _ i ; '% : +41 { ' D : #' • COMPACTOR SUPPLIER r STEEL COMPACTOR EXIST WALL. PAINT EFS-1 :V** %fir ° , ° - - r „, -f Vr� ` ENCLOSURE HM FRAME , n-n-it=lr-u ° =n:-�c-'aim • I;', ' u� COLOR TO MATCH /---' n=o=n=ic= ° D ' ID D n='non-n =�:n; HM DOOR ADJACENT WALL - n= =L CMU WALL INFILL EXI 100'-0' o �ZI°n�r i ic= ° . A ° n.-_ CONSTRUCTION SLNT-1 & BACKER ROD BOTH SIDES NEW HM FRAME —��—�� D 16' CONC FTG NEW HM DOOR EXIST POURED • D .L.4.2..._ D �; ,+ �' ,j ;� CONC FOUNDATION a . : ° °p WALL D ' ID ° • • I CL PIPE & FOOTING 3 SILL AT COMPACTOR ENCLOSURE 4 HEAD AT COMPACTOR ENCLOSURE 5 JAMB AT COMPACTOR ENCLOSURE o ELEVATION AT DOCK 7 BOLLARD DETAIL A362 112"=1'-0" A362 1 12"=1'-0" A362 1 1/2"=1'-0" •362 VA362 1/4"=V-0" '36 1/A362 3/4"=1'-0" ritaerAmmiiii i I _, 1 f J -I- - I I I I I I I I ce 1L- - - - -0 ° CC I I I I I I I a 0- - J- - — - _1 - — - — - — - —1- - — - — - — - -A— - — - -I— - — - J_— - w FL! ' --4 a I I I I I I I I ° — -- - ' N Z o- - -I - - - -I- - - - -I- - - - -I- - - - -I- - - - -1- - - - -I-.- - - -I- - - - - - - - -0 '0 , I I 1 I 1 V I I I I I I I I , a 4 o- - -i- - - - -a- - - - -a- - - - -I- - - - -I- - - - -I- - - - -I-- - - -1- - I - - - - -o En I I i V i 9 i I T T � M - =_ — — — e- - 7 - - - 7 - — - - — - T - — - - T-------- – i- / , I G- y _ - - z-- .�..�� _ - - ' -IMP ..— - - — - - -- b b t= . � •. 6"..' wai� a ;'a.... 4. _ — - — — - A ® _ o _ 0 _ o 0 KEY PLAN , _ , . , v _ w ,� DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET �, , /► 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION A,� RG1.51-1 _ �� 20 'r : : N RAWN AS H I N GTO N T-0345mR2010 e �, W o T A tIANF PN NICET MALL BY A3 6 2 SQUARE PROJECT CODE MAR MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 L� PORTLA' ,, OR� J VAN IANEN AND DETAILS ' No 9009 SW HALL BLVD PORTLAND,OR 1 97204 PROJECT NUMBER TIGARD, OR 97223 270345 RR 11'4'. MulvannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN R. Lt RCHITECT 04-1387-02 . v i — — — N. , . O:\Remodels\0345 WA Washington_Square R\ ActiveCAD\0345a362.dgn andrewt 30—JUN-2010 08:31 20 GA 3" x 2' SHT MTL z ANGLE EACH SIDE. ATTACH ii: TO COVER & SUSPENDED CEILING MAIN RUNNER W/ 20 GA 3' x 2' SHT MTL 1111111 #10 TEK SCREWS. SIM AT ANGLE EACH SIDE. ATTACH BOTTOM WHERE ATTACHED TO COVER & SUSPENDED TO TOP OF FIXTURE , CEILING MAIN RUNNER W/ SUSPENDED ACOUSTICAL SIM: AT BARREL SIGNAGE 10 TEK SCREWS. SIM AT PROVIDE EXCEL PLASTICS < BULKHEAD WALL BOTTOM WHERE ATTACHED CEILING SYSTEM EP4601 GRID CLAMP - 6 WIRE z TO TOP OF FIXTURE FALSE COLUMN SECTION �� s-REINFORCE EXISTING GRID SUPPORTS 0 12" OC MAX. W/ADDITIONAL HANGER PER DRUM SIGN \ l-' 1111111 1111111 SUSPENDED ACOUSTICAL NOTE: COORDINATE 11 WIRES 12" OC AT DRUM SUSPENDED CEILING SYSTEM COLUMN PLACEMENT 6" MTL STUD METAL STUD 2 X ATTACHED TO WITH NEON LOCATIONS I I SIGNAGE AREA INDICATED BRACE AT CJ FLOOR SUPPORTED ELECTRICAL CONDUIT VENT PIPING AS REQUIRED I ON LOWER CORD OF E TO ADDITIONAL HANGER WIRE METAL STUDS LO OF BAR BAR JOIST -ATTACH TO LOWER CORD SEE PLAN FOR PARTITION TYPE VENT PIPING AS REQUIRED ELECTRICAL CONDUIT 1 ' OF BAR JOIST `� FALSE COLUMN SECTION 1' HEMMED EDGE TYP o I ACT-REPLACE AS(92) D1 *10 TEK SCREWS Q 1-0' TYP III REQUIRED O o: X ACT , 24 GA METAL 20 GA GALVANIZED w a •ANGLE - STEEL SHEET, EXTEND w x • �- �0• 4" MIN ABOVE CEILING. o • 20 GA GALVANIZED _- , STEEL SHEET, EXTEND IPS-6, C-5 OR IPS 6, C 9 O � 4" MIN ABOVE CEILING, �_ �� ADJACENT WALL IPS-6 C-9 PAINT METAL TRIM NO.801-A OR 801-B \ ° / dip / iii I _�... .....- __ i GYP BD AT SOFFIT x �� j j i 'ji & METAL ANGLE - PAINT TO MATCH v a \ / j DO NOT CONNECT TO ADJOINING WALL SURFACE \'� ,:71.\., O VENT PIPING AS REQUIRED �ii� ��i•/ 1" HEMMED EDGE TYP � -- ' FLOOR SUPPORTED STUDS ' if/ ' o o #10 TEK SCREWS ri _ 1 '- - - - D1 SOFFI NU& UPN BA�K SOIDE UNDER / i EXISTING a EXISTING TEE GRID , � ��j ELECTRICAL CONDUIT 1 -0 TYP TEE GRID WALL REFRIGERATION PIPING, I i S5 f NOTE: ��. REFRIGERATION PIPING, COORDINATE INSTALLATION S3 PROVIDE SLIP JOINT ALL LOCATIONS SEE R141 6" SEE R141 OF DRUM SIGNAGE GRID CLAMPS WHERE ROOF SUPPORTED BULKHEAD 14" 11/2' VARIES FALSE COLUMN PLAN W/TARGET ISM - 6 CADDY CLIP ABUTS FLOOR SUPPORTED WALLS MAX NOTE: SEE A111 FOR LOCATION CLAMPS PER DRUM SIGN CENTER FALSE COLUMN ON GRID FALSE COLUMN PLAN PIPE COVER PLAN LINE 1 HANGING SUPPORT FOR DRUM SIGNS 2 HANGING SUPPORT FOR SIGNS 3 VERTICAL SLIP /CONTROL JOINT 4 FALSE COLUMN COVERS 5 FALSE COLUMN DETAIL A501 FULL SCALE A501 FULL SCALE A501 1 V2" - 1'-0" A501 NTS A501 112"=1'-0" DASHED CONDITION V A1000 INDICATES JOIST AT SIM 8 UNISTRUT CHANNEL PERPENDICULAR TO BULKHEAD A50 0 24" OC NJ FASTEN BRACE TO DECK AND VERTICAL .' 7 GYP BD STUD W/ (2) *10 TEK SCREWS METAL STUD miles 20 GA TO TRACK -ATTACH SUSPEND BRIDGING - - - - -�-- ba x- - - - J-I,1 - - - - TRACK TO DECK W/SAW KERF 0 STUDS / \ , ` ,� I- ` , (2) *10 TEK SCREWS 24 OC W/ *12 • , (0 2'-0" OC TO PROVIDE � WIRE FROM UNISTRUT �, - 2x WD HOR ` / ` ( ` ( ` / TEMP SUPPORT UNTIL OR JOIST TOP CHORD BLOCKING '� ' '� ' , I I '� / WIRE SUPPORT IS I --""111 SCREW ATTACH - - -� - - - - - - - - \___„___,_r_ - � - 1- - - INSTALLED - TO STUDS I REMOVE SCREWS WI 2-2"x12 362S162-33 WHEN FINISHED / WOOD SCREWS I THE DECK WILL NOT EA END MET STUD 1 /�` �- METAL STUD -FOR HEIGHT 48" OC SUPPORT LOAD 1 " SEE MIN (2) *10 FROM TRACK (2) 1/2 x 16 GA TEK SCREWS ` BRIDGING 0 MIDPOINT • j (TYP UNO) i];/ ACT NI MET STUD- 20 GA / _.-1 0 24" OC. SEE AC PLAN SIZE `.-,,�J_ -- BULKHEAD Ai A50 6 HORIZONTAL BLOCKING @ INTERIOR WALL 7 DETAIL @ CEILING 8 BRIDGING DETAIL 9 WALL MOUNTED EYE WASH STATION BLOCKING 10 NOT USED ,� " A501 " A501 " A501 "- " A50 A50 3 =1 -0 V4 =1 -0 3 =1 -0 l Y2 -1 -0 FILL FLUTES OF DECK W/INSUL-6 FILL FLUTES OF DECK . I ,� W/INSUL-5 - �� METAL ROOF DECK ° ° ° ° ° ° ° METAL ROOF DECK II 16 GA MET DEEP LEG RUNNER D . " ' o . . o . n . . . Q . . . Q . . ° • ° SHADOWLINE FIRE TRAK ACT • CASING BEAD CEILING RUNNER (SAME 000000 __\1 . D D D p p D �I�IA'ti1A1t1� I ° ° ° ° • ° ° � � GAUGE AS STUD) SEE PLAN FOR STUD SIZE �° I ° ° ° ° ° ° ° W/SBACKER V PARTITION TYPE _ .� 20 GA CHANNEL RUNNER N ROD BOTH C FIRE TRAK SLIP CLIP DO NOT FASTEN TO 16 GA �� ----NESTED STUD a SIDES NOTE: DO NOT FASTEN & RUNNER I ( RUNNER-ALLOW FOR FREE PARTITION TO I 5 VERTICAL MOVEMENT OF SEE PLAN FOR EXTERIOR WALL " : I I /e GYP BD- ATTACH TO FIRE] I I ROOF DECK SLNT-3 & EXT WALL TYPE TRAK CEILING RUNNER ONLY -i�IIIIIIMI111�lIIIIII I BACKER _ �I — =15.1 -� SEE FLOOR PLANS FOR - < SEE FLOOR PLANS FOR WALL TYPE ROD r 1 i PLAN FOR PARTITION TYPE WALL TYPE • CORNER BEAD DO NOT EXTEND I— —I— f SEE PLAN SEE L 0 I I _\� NOTE: ALL ROOF SUPPORTED = D- THRU CONTROL JOINTS I I FOR PARTITION > NOTE: CASING PENETRATIONS THROUGH 1- ALL ROOF SUPPORTED PENETRATIONS BEAD • TYPE ° ' ° ' ' ° ' ° ' ' ° ' • ° ' > ° ' • GYP BD PARTITIONS SHALL GYP BD-PAINT VERTICAL SURFACE THROUGH GYP BD PARTITIONS SHALL p t%' 0' ,. p . ° p ° D . D ACCOMMODATE 11/2' ROOF ,�TO MATCH HORIZ - FOR PAINT ACCOMMODATE 1�/2' ROOF DEFLECTION °° °° °° >° °° °° °• SYSTEM AND COLOR SEE CONTRACTOR'S OPTION TO USE FIRE TRAK " DEFLECTION nir NOTE: SLIP CLIPS AS SHOWN IN NOTE: • p D D . D D D . . D . DO NOT FASTEN GYP BD WITHIN ACT EDGE MOLDING ® AT SIM-ATTACH 16 GA ° ° ° ° ° ° ° 4' OF THE TOP OF THE STUDS -- A501 MET DEEP LEG RUNNER -----� W VARY IN PLAN VERIFY TO RUNNER FROM WALL * U419• ABOVE SEE PLAN FOR UL & ROOM FINISH SCHEDULE EXT WALL TYPE HW-D-0060 GYP BD PARTITION INTERIOR PARTITION JOINT 11 DETAIL @ BULKHEAD 12 TYP METAL STUD WALL EXTENDING TO ROOF 13 @ EXTERIOR WALL 14 @ EXTERIOR WALL 15 FIRE RATED METAL STUD WALL TO ROOF A501 3 =1 -0 A501 1 12" - 1'_0" A501 NTS A501 NTS A501 1 12" - 1'-0" NOTE: SIM CONDITION 0 VERTICAL SST END CAP- E RUN END CAP TO FLOOR :�� , GYP. BD. AND TERMINATE RB AT END CAP I! 6005162-33 (6"X2OGA) ��►� METAL STUD 1" x WOOD CAP, CUT TO FIT SEE PLAN FOR all 11M'� ` BETWEEN METAL STUDS PARTITION TYPE SCREW TO 2 x.1`I�--- 2 X 6 - PROVIDE 2 PER CONTRACTOR'S OPTION D5 ----�` SST CORNER GUARD -i''_�45°` TO PROVIDE SHEET METAL SEE PLAN FOR SEE PLAN FOR SECTION I) METAL STUD �� K-1/K-2 TRIM CAP 0 PARTITION TYPE • • '.. PARTITION TYPE � ; `, CAP IN LIEU OF WOOD CAP j� PLAN 1 TOP EDGE ONLY RUN K-1/K-2 i(I 2" x WOOD STUD. PPP"- SEE ELEVATIONS & FINISH V RESILIENT BASE TO CORNER" • CUT TO MATCH HEIGHT PLANS FOR WALL FINISHES �— 1" SST TO OVERLAP I� s•�L i WOOD CAP ABOVE OF WOOD BASE. Int K 11K=2 •• I SST CORNER GUARDS —t I D5 TO MATCH EXISTING ��) l<< • 1" x 12" WOOD BASE K-1/K-2 WAINSCOT �)�)J) ll` BONH SIDES CLEAR SST END CAP . ) ! ))j VARIES AT SIM I CONDITION, J)) SEE PARTITION TYPE tl ATTACH/� PLY WD RADIUS END NOTE: IF WALL IS 71/4" OR LESS OVER EXISTING BOTH SIDES KYDEX AND APPLY NOTE: IF WALL IS GREATER THAN 71/4" IT RECIEVES THE SST END CAP PLAN SECTION K2 AND ASSOCIATED IT RECIEVES SST CORNER GUARDS TRIM OVER PLY WD SST CORNER GUARD TO RB PLAN DETAIL @ VERTICAL 16 WOOD CAP DETAIL 17 K-1 /K-2 TRIM CAP DETAIL 18 K-1 /K-2 @ END WALL OR OPENING 19 CONNECTION 20 SST END CAP ' A501 3/4"=l'-0" A501 NTS A501 3"=l'-0" A501 NTS A501 3"=l'-0" SEE Aft FOR TYP MTL STUD D3 501 WALL EXTENDING TO ROOF DETAIL < INT FIN • RESILIENT FLOOR 35a" METAL STUDS A 48' OC TO BTM OF ROOF DECK • -,. SUBSTRATE EDGE OF AISLE D4 35/8" METAL STUD CARPET EDGE MOLDING (FTS-1) '•RUNNER CHANNEL JT W/SLNT-2 & - SEE PLAN FOR STUD SIZE BA BACKER ROD FL SLAB CJ • • RUNNER TRACK TO CONCRETE: SLNT-4 PR VIDE HILTI (2)-X-DNI 1 " (ICC ER2388) • ACT-1 9'-6" AFF E BEDMENT 16" OC NE `COVE �111�11 I BASE EXISTING IN I> I I r D D D D CONCRETE = JOINT FILLER SLAB no ` ` ° D D p • • D . . p • .. . 1111�1111111 1111 11111 D ' 0 o e °• °�;, w , , D , ° ° ° ° .° .° . D D p Q ° ° ° ° . • • • • • ° l/) - CONC FLOOR SEE PLAN FOR WALL TYPE - D D D z o N__________ CT SLAB RECESSED @ TILE TYP - CONTR TO VERIFY DEPTH z OF RECESS v=) 21 CARPET EDGE MOLDING 22 PARTIAL HEIGHT PARTITION BRACING DETAIL 23 PARTIAL HGT PARTITION FLOOR ATTACHMENT DETAIL 24 TILE BASE & CONTROL JOINT NO COVE BASE OR WALL AT SIM CONDITION < A501 FULL SCALE A50 1 V2"=1'_0" A50 1 "=1'_p" A501 3"=V-0" in v M 0 I- i A ,, v , DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET '0 t. 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION 4 I WASHINGTON 1-03451MR2010 0 T DRAWN BY Galli MU LVAN NY ; G2 �' A TWYMAN "�R11 INTERIOR DETAILS ■ RIA RLEENE SQUARE PROJECT CODE CONFIGURATION A5 01 1000 NICOLLET MALL CHECKED BY MINNEAPOLIS, MINNESOTA 55403 t.) PPORTL• `�0' J VAN LANEN 601 SW SECOND AVENUE I SUITE 1200 , PORTLAND,OR 1 97204 ', `, PROJECT NUMBER CARD OR 97223 BLVD 2 70345 RR MulvannyG2.com ( t 503.223.8030 I f 503.223.8381 BRIAN R. t : _V'' ITECT 04-1387-02 i . i \ i " / - - . / - . i O:\Remodels\0345 WA Washington_Square_R\_ActiveCAD\0345a501.dgn andrewt 29-JUN-2010 15:34 DOOR TYPES FRAME TYPES OWNER FURNISHED MATL & EQUIP SCHEDULE OPENING SCHEDULE NOTES OPENING SCHEDULE ITEM DESCRIPTION SUPP BY RECD BY INSTALL BY TEST BY SPEC PURCH REMARKS 1 . PROVIDE VOID AND BLOCK-OUTS AS REQUIRED IN DOOR FRAME DOOR DOOR GLASS FIRE HDWR FRAME H/C BETWEEN TYPE V k I I II_ NO OWN I CTR OWNI CM OWNI CTR OWN I CTR DIVISEG BY HEAD TO INSTALL CONDUIT, LOW VOLTAGE WIRE, & REED NO ROOM NAME TYPE MATL QUANT WIDTH HEIGHT THICK TYPE RATING GROUP TYPE MAIL HEAD DTL JAMB DTL SILL DTL NOTES VISION 2 LAYER NI VISION ASSET PROTECTIONS SWITCHES LOCATED IN HEAD 6" FROM DOOR LATCH SIDE PANED PLYWOOD PANEL CLOTHAREy c _ 102 SALES TD-1 INSUL 2 3'-0" 7'-O" GL-5 4 STL 51A601 6/A601 6/A352 12 t t t Al CCTV SYSTEMS * * * AP EACH DOOR LEAF. COORDINATE THIS WORK WITH THE ELECTRICAL 102.1 SALES TD 1 INSUL 2 3'-0" 7` 0" GL-5 4 STL 5lA601 61A601 6/A352 12 A4 DOOR HARDWARE CORES * * 08 7100 MHFE CONTRACTOR AND SECURITY CONTRACTOR TO PROVIDE FREE (t N,r•2'TYP. 102.3 SALES F HM 2 3'-O" 8'-0" 1 314" 15 HOLLOW ACCESS FROM OVERHEAD, THROUGH FRAME WHERE POSSIBLE 120 FOOD PREP TD-2 INSUL 1 3'-0" T-0" 91 4 STL 5/A601 6/A601 6/A352 12 "1-- " METAL DECOR FINISHES 2 . PROVIDE VOID AND BLOCK-OUTS AS REQUIRED IN DOOR FRAME , 130 COMPACTOR/BAILER M HM 1 3' 8" 7.-0" 1 3/4" GL 7 90 17 5 HM 4/A362 5/A362 3/A362 1,3• +' D1 ACOUSTICAL CLG (ACT-l.3) & GRID * * 09 5100 MHFE JAMB TO INSTALL ELECTRIC STRIKE AND WIRING VERIFY AND - + Ln STUDS WOOD 2'TYP D2 CERAMIC/QUARRY TILE * * 09 3000 MHFE INTERIOR ONLY COORDINATE WITH HARDWARE SUPPLIER AND ELECTRICAL is 146 ELECTRONIC STOCK F HM 1 4'-0" 7'-0" 1 3/4" 63AVC 1 HM 1/A601 2/A601 1 3,7 M STUDS ( D3 RESILIENT FLOOR &BASE * * * 09 6500 MHFE CONTRACTOR F - FLUSH TD-1 (RED) H/C M TYPE 1 OPTIONAL) TYPE 2 TYPE 5 D4 CARPET, TRANSITION STRIP, MT-1, MT-2 * * * 09 6800 MHFE 3 . SEE INTERIOR PANITING NOTES @ "FINISH MATL & COLOR CODE" KG 1� TD-2 (BI DOOR CG18 (1 (GTE) D5 K-1 &K-2 WALL COVERING * * * 09 7200 MHFE SHEET A601 FOR INTERIOR DOOR AND FRAME COLORS OTYPE 4 D6 FIBERGLASS REINF PANEL (FRP) (WC-3) * * 09 7200 MHFE 4 1" UNDERCUT G7 STEEL CHANNEL OR ANGLE. D8 CLUSTER/PENDANT KIT * 10 0010 MHFE 5 HM DOOR AND FRAMES AT TRAFFIC DOORS TO BE PAINTED IPS 6, SEE DOOR DETAILS. ELECTRICAL COLOR TO MATCH TRAFFIC DOORS El POWER POLES &MFD WIRING * * * * DIV 26 MHFE 6 . OWNER FURNISHED BACKROOM FIXTURE INCLUDING DOOR . E2 LIGHT FIXTURE, LAMPS& MFD WIRING * * * * DIV 26 MHFE & FRAME 180 DAIRY COOLER - - 1 5'-0" 8'-O" - - - 91 - - - - 6/A352 17 E5 EPOS SYSTEM * * * * - ITS 180.1 ABOVE COOLER H/C H/C 1 2'-0" 7'-0" 1 1/2" - - 96 2 WD 4/A601 SIM 4/A601 - ITEMS QUANTITY 7 . FOR ADDITIONAL BLOCKING AT DOOR FRAMES SEE 7/A601 & 8/A601 * * * * E6 TV DISTRIBUTION SYSTEM DIV 26 MHFE 181 FREEZER 1 5'-O" 8'-0" 91 15/A352 17 MODEL BASE CD PERMIT SET CD BID SET REVISION (ACHANGE) E7 ENERGY MANAGEMENT &CONTROLS * * * * DIV 23 MHFE 8 . SIZE INDICATED IS FOR ROUGH OPENING SIZE DOOR ACCORDINGLY 181.1 ABOVE FREEZER H/C 2' /C H/C 1 7-0" 7'-O" 1 1/2" - - 96 2 WD 4/A601 SIM 4/A601 - _CATEGORY DESCRIPTION UNIT OF MEASURE CHANGE FROM BASE CHANGE FROM PERMIT SET CHANGE FROM BID SET g NOT USED E10 MOTION SENSOR * * * * DIV 26 MHFE 182 MEAT COOLER 1 5'41" 8`-0" 91 6/A352 17 SPEC (YIN) QTY(YIN) QUANTITY SPEC (YIN) QTY(Y/N) QUANTITY SPEC (YIN) I QTY(Y/N) QUANTITY 10 . CASED FRAME, NO STOPS 182.1 ABOVE COOLER H/C H/C 1 2'-O" 7'-0" 1 1/2" 96 2 WD 4/A601 SIM 4/A601 _ E12 SWBD, PANELBOARDS, DISC * * * * DIV 26 MHFE SEE SPEC FOR INSTALLATION VCT VCT (RF-1) SQUARE FEET 17,100 Y 33,023 11 . WELD TWO FRAME SECTIONS TOGETHER, SECURE TO SLAB 183 PRODUCE COOLER - - 1 5'-0" 8'-0" - - - 91 - - - - 6/A352 17 RED ACCENT STRIPE(RF-3) LINAEAL FEET 900 Y 1,501 FIXTURES - 12 . TRAFFIC DOORS FURNISHED BY OWNER. G7 184 DRY PRODUCE/ LABELING ROOM TD-2 INSUL 2 2'-6" 8'-0" - GL-5 - 91 4 STL 5/A601 6/A601 6/A352 12 CARPET CPT-1 (GREY PATTERN BROADLOOM) SQUARE FEET 13,500 20,763 13 . OWNER FUNISHED DOOR & TRACK .' CPT 10('09 BROADLOOM) SQUARE FEET 25,200 F2 SALES FLOOR FIXTURES * * * * FIX G6 F7 SHELVING FIXTURES W/ WALLS * * * FIX 14 . PAINT HM DOOR & FRAME IPS 9, C-5. ROOM FINISH SCHEDULE QUARRY TILE QT 1 SQUARE FEET 975 Y 823 15 . PAINT HM DOOR & FRAME IPS-9, C-9. - - ROOM FLOOR BASE WALLS CEILING QT-5 COVE BASE LINEAL FEET 75 Y 97 - FURNISHINGS 16 . SEE DETAIL 6/A352 FOR QT TO CONC SLAB TRANSITION NUMBER NAME MATERIAL FINISH MATERIAL MATERIAL FINISH COLOR WAINSCOT MATERIAL FINISH COLOR HEIGHT NOTES POWER POLES POWER POLE TYPE A EACH 14 102 SALES CONC VARIES RB-1 GYP BD IPS-1 VARIES VARIES ACT-1 - - 1,2,5,7,9 POWER POLE TYPE B EACH 1 F51 FOOD SERVICE EQUIPMENT * * * - MHFE 17 . DOOR, FRAME &HDWR FURNISHED AS PART OF COOLER/FREEZER PACKAGE 105 FITTING ROOMS CONC CT-15 CT-26 GYP BD IPS-1 C-5,C-9 K-2 ACT-1 - - 12'-0" 1,2,5 POWER POLE TYPE C EACH 1 F53 VALANCE (SOFTLINES CORNICE) * * * MHFE M5 105A FITTING ROOM STORAGE CONC CT-15 CT-26 GYP BD IPS-1 C-5,C-9 K-2 ACT-1 - - 12'-0" 1,2,5 . 2x4 LIGHTS Al EACH 0 F58 PAPER TOWEL DISPENSERS * * * 10 2813 CEN SEE SPEC FOR INSTALLATION 1$ . NOT USED AIR EACH 56 F59 WALL SOAP DISPENSER * * * 10 2813 CEN SEE SPEC FOR INSTALLATION 19 . NOT USED 125 STOCK CONC SEALER WB VARIES - - - EXP STRUCT - - - 1,3,10,13,18 PIPE BOX A- 18x18x24 PIPE BOX EACH 4 F68 STOCK ROOM SHELVING * * * - MHFE 20 . FRAME ONLY, NO STOPS 130 COMPACTOR/BAILER CONC SEALER WB VARIES - - - EXP STRUCT - - - 1,3,10,13,18 B-24x24x24 PIPE BOX EACH 0 F69 BOLLARD SLEEVE * * * 10 0010 MHFE 21 . MOUNT TRAFFIC DOOR TO COOLER PANEL OPENING VERIFY 146 ELECTRONICS STOCK CONC SEALER WB VARIES - - - EXP STRUCT - - - C 24x72x24 PIPE BOX EACH 3 F70 SITE FURNISHINGS * * * 12 9300 MHFE SIZE OF DOOR WITH COOLER PANEL MFR D-24x90x24 PIPE BOX EACH 1 157 LOUNGE CONC (EXIST)RF-1 RB-1 VARIES IPS-1 C-5,C-9 K-3, K-4 (EXISTING)ACT-1 - - - 1 F72 WET WIPE TOWEL DISPENSER * * * CEN 22 . FIELD MEASURE TO MATCH EXISTING OPENING. E-24x96x24 PIPE BOX EACH 1 158 TRAINING CONC (EXIST)RF-1 RB-1 VARIES IPS-1 C-5,C-9 K-3, K-4 (EXISTING)ACT-1 - - - 1 F-24x 108x24 PIPE BOX EACH 1 GENERAL BUILDING COMPONENTS ' G-24x 120x 24 PIPE BOX EACH 0 - H-24x 138x24 PIPE BOX EACH 0 G3 COMPACTOR, CONTAINER &CONTROLS * * * * MHFE ROOM FINISH NOTES G7 TRAFFIC DOORS * * * 08 3800 MHFE 1 SEE PLANS, INTERIOR ELEVATIONS, SECTIONS AND DETAILS FOR MORE 180 DAIRY COOLER CONC QT-1 SST COOLER PANEL - - - COOLER PANEL - - - 1,25, 52,53 G9 ABRASIVE TREAD TAPE * * * 10 0010 MHFE DETAILED MATERIAL AND FINISH INFORMATION. 181 FREEZER CONC SEALER SST FREEZER PANEL - - - FREEZER PANEL - - 9'-6" 1,52,53 G14 ROOF MEMBRANE, FLASHING&WALKWAY PAD * * * - MHFE 2 GYPSUM BOARD, WALLS AND CEILINGS RECEIVING WC, K-1, K-2,PLM OR 182 MEAT COOLER CONC QT-1 SST COOLER PANEL - - - COOLER PANEL - - 9'-6" 1,25,52,53 G18 DOOR HARDWARE, HM DRS &HM FRAMES * * * * 081113 MHFE CT PROVIDE LEVEL 2 GYP BD FINISH. REFER TO SPEC SECTION 09 2116. 183 PRODUCE COOLER CONC QT-1 SST COOLER PANEL - - - COOLER PANEL - - 9'-6" 1,25, 52,53 3 UNFINISHED GYPSUM BOARD PROVIDE LEVEL 2 GYP BD FINISH. REFER TO 184 DRY PRODUCE/LABELING ROOM CONC QT-1 QT-5, SST VARIES WC-3 - - ACT-3 - - 9'-6" 1,27,52,53 MECHANICAL &REFRIGERATION SPEC SECTION 09 2116. 185 VACUUM PUMP ROOM CONC SEALER WB VARIES - - PLYWD,K-1 EXP STRUCT - - - 1,12,51 4 PROVIDE INSUL-6 ABOVE CEILING. CUT INSUL-6 HOLD BACK 3"AROUND M4 REFRIGERATED CASES * * * * DIV 24 MHFE LIGHTS. M5 WALK-IN COOLERS& FREEZERS * * * * 11 4124 MHFE 5 APPLY K-1/K-2 WAINSCOT TO 48"AFF. APPLY RESILIENT BASE TO M7 GRILLES, REGISTERS, & DIFFUSERS * * * * DIV 23 MHFE WAINSCOT. M9 WALK-IN EVAPORATOR COILS * * * * DIV 24 MHFE 6 APPLY WC WALL PANELS FULL HEIGHT. M14 ROOF REFRIGERATION EQUIP&PIPE BOXES * * * * DIV 24 MHFE 7 EXTEND PAINT 6"MINIMUM BEHIND ALL FIXTURES. FINISH MATERIAL AND COLOR CODE NOTE: NOT ALL MATERIALS, SYSTEMS& COLORS ARE USED ON EVERY PROJECT M15 VACUUM PUMP * * * * DIV 24 MHFE 8 PROVIDE 1/2"PLYWOOD WAINSCOT TO 8'-O"AFF-SCREW ATTACH COLORS AND FINISH SYSTEMS- RESILIENT FLOORING AND BASE- D3 CARPET/FLOOR MAT& BASE D4 DIRECTLY TO STUDS © 12"OC. SPEC SECTION BELOW SPEC SECTIONS 09 6500 SPEC SECTION 09 6800 SiGNAGE 9 PAINT EXPOSED STRUCTURAL COLUMNS FULL HEIGHT TO CEILING IN FINISHED ROOMS WITH IPS-6/C-5 OR C 7 TO MATCH ADJACENT WALLS. C-1 RED RF-1 THRU PATTERN WHITE 12X12 CPT-1 BROADLOOM CARPET (GREY) S1 INTERIOR SIGNAGE * * * ISM 10 CONTRACTORS OPTION TO PROVIDE PLYWOOD BASE IN LIEU OF 1X12 C-5 BEIGE RF-3 RED FEATURE STRIPE 6X24 CPT-1A BROADLOOM CARPET (FURNITURE FLATS) S3 HANGING SIGN SUPPORT * * * - ISM PINE BASE. C-6 "OXFORD WHITE" RF-5 NOT USED CPT-2 NOT USED SEE PLAN --- I FOR PARTITION TYPE GROCERY SIGNS * * * ISM 11 INSTALL WC 3 OR K 1 PANELS VERTICALLY. C-8 OSHA YELLOW RF-6 NOT USED CPT-3 CARPET TILE (ENTRY, ELECTRONICS BOAT) 20 GA 12 INSTALL K-1 &RB-1 AT BOTH WALLS ADJACENT TO JANrrOR SINK AS C-9 "NEON RED" RB-1 COVED VINYL BASE - BURNT UMBER 6" CPT-4 NOT USED I I MET STUDS INDICATED. K-1 TO 48"HIGH. ADHERE RB-1 TO CONCRETE W/SLNT-4. SEE C 20 CHAMPAGNE RB-2 STRAIGHT VINYL BASE BURNT UMBER 6" CPT-5 NOT USED I/2' I I %2' - - - , . I VARIES 7/A351 ■ I I �I C-31 FOLKSTONE CPT-6 NOT USED I I /2 OFME NOTES 13 ROOMS ADJACENT TO MARKING 150 OR STOCK 147 SHOULD HAVE THE RUNNER TRACK — ._ _ - �� HARDWARE CLOTH ON THE MARKING OR STOCK SIDE. FLOOR TRANSITION STRIP D4 CPT-10 BROADLOOM CARPET (BROWN) NOTE: REFER TO DRAWINGS FOR 14 PROVIDE 112"PLYWOOD WAINSCOT TO 48"AFF. IPS INTERIOR PAINTING SYSTEM SPEC SECTION 09 6500& 09 6800 CPT 10A BROADLOOM CARPET (FURNITURE FLATS) N - COORDINATION BETWEEN OWNER FURNISHED — ° °z iv 15 PAINT EXPOSED ELECTRICAL PANELS TO MATCH WALLS. N D ......... MATERIALS AND EQUIPMENT AND THE WORK OF SPEC SECTION 09 9100 D2 FTS-1 CARPET EDGE GUARD "BURNT UMBER" a. THE CONTRACTOR 18 PROVIDE CAP&WOOD BASE (WB)AT STUD WALL. SEE DETAIL 16/A501 FTS-2 NOT USED WALL COVERING- 25 QUARRY TILE TO BE PLACED OVER EXISTING CONC. FLOOR TILE & BASE- D1 FTS-3 NOT USED SPEC SECTION 09 7200 VARIES PURCHASING KEY 27 PROVIDE WATER RESISTANT GYP BD FLOOR TO CEILING. D5 -411111 AP ASSETS PROTECTION 51 SEE DETAILS 7/A601 &8/A601 FOR ADDITIONAL BLOCKING AT DOOR FRAME SPEC SECTION 09 3000 FTS-4 CARPET TILE TO VINYL "JET" K 3 ACRYLIC PVC PANEL BEIGE CEN CENTRAL PURCHASING 52 UNLESS HEAVY DUTY BASE IS INDICATED, PROVED SST COVED BASE ON QT-1 QUARRY TILE - "SUMMITVILLE RED" 6X6 FTS-5 ENTRY MATERIALS - "JET" K-4 ACRYLIC PVC PANEL- RED D5 _____NCRE CORPORATE REAL ESTATE COOLER/FREEZER WALL, SEE 1/A352, 5/A352&8/A352 QT-1S QUARRY TILE - "SUMMITVILLE RED"6X6 FTS-6 TILE TO CONC REDUCER WC-3 FIBERGLASS PANEL (FRP) -WHITE D6 1 HEAD @ HM / GYP BD 2 JAMB @ HM / GYP BD FIX FIXTURE PURCHASING 53 SEE PLANS FOR LOCATION OF HEAVY DUTY BASES&DETAIL CALL OUTS SMOOTH TILE WC-6A MARMOLEUM - RED FO FOOD OPERATIONS 54 PATCH AND REPAIR GYP BD AS REQUIRED. QT-5 COVE BASE - "SUMMITVILLE RED"6X5 A601 REF: A601 1 1/2"=1'-0" A601 REF: A601 1 1/2"=1'-0" BP INFO SYSTEMS PURCHASING 55 PATCH AND REPAIR TILE AS REQUIRED, ROUGH CARPENTRY- ISM IN STORE MARKETING 56 NO WORK TO ROOM. MHFE MATERIAL HANDLING, FINISHES&EQUIP ACOUSTICAL CEILINGS- SPEC SECTION 061000 57 NEW CEILING TILE IN EXISTING GRID. CLEAN GRID. SEE SHEET A131 FOR SPEC SECTION 09 5100 H/C HARDWARE CLOTH TR TARGET ROOFING ADDITIONAL NOTES. TTS TARGET TECH SERVICES 58 FINISH NEW CONSTRUCTION AS REQUIRED TO MATCH ADJACENT ACT-1 MINERAL FIBER TILE 24X48 WB 1X12 PINE WOOD BASE EXISTING CONSTRUCTION. ACT-2 NOT USED 59 INSTALL QT-1(S)-SMOOTH QUARRY TILE-A MINIMUM OF 30"AROUND THE ACT-3 VINYL CLAD GYPSUM PANEL 24X48 PERIMETER OF THE ROOM, DO NOT INSTALL SMOOTH QUARRY TILE AT II II DOOR LOCATIONS. 11 III- C6 X 8.2 - ATTACH TO BOTTOM OF C6 X 8.2 - FOR SLIP 3625125-30 HDWR CLOTH II II JOIST GIRDER W/ L 4X3X14X O'-4" CONNECTION SEE II II LLV PROVIDE SLOTTED HOLE ON 9 10 ---- -- PAINTING NOTES HARDWARE GROUP KEY SEE PLAN FOR MET STUD VERT LEG OF L @ ROOF FRAMING SEE PLAN II 1 " TYP II TO ALLOW FOR 1%2" DEFLECTION A601 A601 ( PARTITION TYPE EXTERIOR; INTERIOR & EXTERIOR DOORS: 'I_4 FOR PARTITION TYPE II /B Pr II ; I ( I , A HOLLOW METAL DOORS & FRAMES. WHERE INTERIOR DOOR COLOR IS JAMB WOOD BLOCKING '� " " GROUPS 16-30 -EXTERIOR HOLLOW METAL DOORS SINGLE G18 ANCHORS I� FOR STOP I :_ LAP C6 1 0 MIN ONTO C8 ' /a DIFFERENT, ALL EDGES EXCEPT STRIKE EDGE: EPS-2. WHERE INTERIOR IG CENTER C6 ON C8 DEPTH GROUPS 56-75 -INTERIOR HOLLOW METAL DOORS_SINGLE . �; . �� SIDE OF FRAME IS DIFFERENT COLOR, PAINT INTERIOR WITH EPS 2 TO 018 1111 2 LAYERS �4 - C 8 X 11.5 JAMB - ANCHOR TO GROUPS 76-90 -INTERIOR HOLLOW METAL DOORS_PAIR G18 1_ ii1 N. '', PLYWOOD !_ 1�� SLAB W/ L 4X3X1/4X 0'-6" LLV THE STOP. -VARIES I " " GROUPS 91-99 -INTERIOR SPECIAL DOORS I Iii!: W/TWO /2 DIA X 3 EXP BOLTS B NOT USED /2' tl C 8 X 11.5 FRAME GRIND WELDS SMOOTH •• C NOT USED HDWR CLOTH BETWEEN HEAD & JAMBS •••' SUFFIXES: (EXAMPLE-GROUP 20-A) 0 0 D ITEMS ON BUILDING WALLS: ELEC CONDUIT, PIPING, PTZ CAMERA A601 HOUSING & MOUNTING BRACKETS AND OTHER MISC METAL ITEMS: EPS A -ADD ARMOR PLATE EDGE PROTECTOR AND TRIM ' •'• 1/COLOR TO MATCH ADJACENT SURFACE. PROTECTOR BAR IN LIEU OF KICKPLATE TRAFFIC DOOR E ITEMS ON ROOF: ROOFTOP MECHANICAL EQUIPMENT IS FACTORY C -ADD"HOLDER"FUNCTION TO CLOSER -4041H FINISHED OR UNPAINTED ALUMINUM PER SPECIFICATION. OSR TO V -ADD OVERHEAD STOP(GJ-90) IN LIEU OF SPECIFIED STOP 3 JAMB @ HM TIGHT TO WALL 4 JAMB / HDWR CLOTH DOOR (HEAD SIM) 5 TRAFFIC DOOR FRAME 6 TRAFFIC DOOR JAMB (HEAD SIM) DETERMINE WHICH EQUIPMENT IS VISIBLE AND REQUIRES PAINTING. T -ADD TRIM PROTECTOR BAR A601 REF: A601 1 1/2"=l'-0" A 601 HEAD SIM 112"=1'-0" A601 r4 =V-0" A601 1 %2 „ „ 1— ,-0„ GENERAL NOTES INTERIOR: 1. ALUMINUM FRAMING SYSTEM , HM FRAMES, HM DOORS, AND A HM DOORS AND FRAMES PAINTED TO MATCH ADJACENT WALLS, UNO. HARDWARE ARE OWNER FURNISHED B ALL HM DOORS AND FRAMES ONTO SALES FLOOR TO BE PAINTED IPS-6, %4" PLYWD TO EXTEND TO 1/2" PLYWD TO EXTEND TO OUTSIDE FACE OF NEXT OUTSIDE FACE OF NEXT COLOR TO MATCH ADJACENT WALL, FRAMES AT TRAFFIC DOORS TO BE STUD AFTER KING STUD STUD AFTER KING STUD TYP FOR BOTH SIDES. TYP FOR BOTH SIDES. NOTE: PAINTED TO MATCH TRAFFIC DOORS. �i >; •. 3„ \ 2x6's TO BEAR AGAINST C DOORS: PAINT TOP, BOTTOM, ALL EDGES AND GLAZING STOPS TO I I/ EXPOSED MTL STUD FRAMING a. Y�ms; .'i';,1, > 1 f stia k MTL STUD FRAMING (E) SUB-PURLIN 10 CHANNEL. DO NOT FASTEN (E) SUB-PURLIN - (E) PURLIN _ ,t,, `' ,', � „,. `,,, y ,,'. ` ; MATCH FACE OF DOOR. GLAONG KEY- ,4"`?�`A,`ti Nr ;�0. ,,-," , ;,,o �X I CHANNEL TO 2x6 s -VERTICAL o I `�OPEN VOID BETWEEN STUDS ° # r ,t?��4%%,1,.40 , ,� ' E M * _� —� �— SPEC SECTION 08 8800 ' �. HARDWARE CLOTH SLIP CONNECTION. L, ` � ,� ,t2,�`''' c,"s (E) SHEATHING ,,, m GL-5 EXTRUDED POLYCARBONATE GLASS Ei�:: gI L--" W.F. (E) PURLIN in i_� ., .�___ LL. . � �,'�e, �--- GL-7 WIRE GLASS 0 Z �?o-? n NOTE: SEE PROJECT MANUAL FOR GLAZING HM DOOR & FRAME o a. HM DOOR & FRAME io '; ;" '; 'aN 'QrN� rn '` ` ' TYPES INCLUDED IN PROJECT ~ ° �� 4.,� JAMB CHANNEL •Q 4 �rf4 1 I 0 0 I- Cr. ,:4.A r•, QQ,, (E) PURLIN i, 0 I. :: :. 81 It. Z y4. PLYWD ON INTERIOR SIDE {; `�%2" PLYWD P-18 WALL SYSTEM cv -- t ..� o o TO FACILITATE DOOR FRAMING -o TO 4'-0" AFF (AT ELECTRONIC (2)-2x6 ,/ L_! L 1 STOCK) (2)-2x6 w/ LU526-2- HANGER EA END a ' 2x6 m I, (2)-2x6 w/ (2)-#12 ;�` �\ WOOD SCREWS TO C6 (ORIENTATION a EA 2x6 (4-THUS) TYP I MAY VARY) NOTE: o .- - —N-- DECK NOT SHOWN -`'J— 1- FOR CLARITY a a 7 BLOCKING DOOR IN UNFINISHED WALL (INSIDE) 8 BLOCKING DOOR IN HARDWARE CLOTH WALL (OUTSIDE) 9 VERTICAL SLIP CONNECTION @ DOOR JAMB to VERTICAL SLIP CONNECTION @ DOOR JAMB In A601 V4"=1'-0" A601 V4"=1'-0" A601 NOT TO SCALE A601 NOT TO SCALE o 1 I- ■ / . A / ' / ■ _ / ■ / DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET '6 � ' 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION e y 3720 - ` DRAWN BY WASHINGTON T-0345 MR2010 • 0 T RGLiJ V A TWYMAN MU EVAN NY ; G2 BR ' lE• R CHECKED BY SQUARE PROJECT CODE MAR IGURATION SCHEDULES & DETAILS A601 1000 NICOLLET MALL . MINNEAPOLIS, MINNESOTA 55403 601 SW SECOND AVENUE I SUITE 1200 ' t RT D, OR J VAN LANEN PORTLAND,OR 1 97204 s ,�I' PROJECT NUMBER TIGARD, OR 97223 BLVD 2 70345 RR MulvannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN;r474:11 • 0' ITECT 04-1387-02 / v - ■ i v / v / . / . 0:\Remodels\0345 WA Washington_Square_R\_ActiveCAD\0345a601.dgn andrewt 29—JUN-2010 15:34 r 1 1 E__= ___-_____ _- I-- � _�� I I w w 111011111111 VAL*!'!"!I - - - �w_' - --- �_ __ ---I - - - - 111111111 i - N0 VALANCE LIGHT AT SIM GYP BD � l — — — ' ' ��.��. ��,� - f ll - - - 'I ._inn — y .-', I O O 0i FA P- O O CE OF G BD D T , 1 ' ' I PAINT IPS-11, C-9 w � Z°d 1/2 PLYWOOD a SALES 1 I 1 11 1 1 I I / L . i x 6 SURFACE MOUNTED BLKG •e w ►� -1=� "/ 4C I !.J1- , 1/ �� - -TAPCON SCREWS G 24" OC-11�Z" SEE PLAN FOR WALL TYPE NOILtl�UI •+ _ � . II II ' I " II -� II g I'" i4 $II-W MIN EMBEDMENT INTO CMU WALL. u- AT STUD WALL, ANCHOR TO �' II I a'11a I a II :a I Q. _ _ �► _- I� ®.�._. - 1 - = STUD WITH 3" DRYWALL SCREW O I �, I it- �� - ds - I i4. ,a �tA4 sso. _ =r ' I I NOTE: VERIFY LOCATION OF � 1 '��' �ui _ 1�', ' ." ___ _. w�" �� '��"!•��— �■ j-r - !!!...-...-...!!•- - .� -- �__' ,-=" VALANCE LIGHT MOUNTING BRACKET -- �I I s kl' I HH I -) : ---_ "" I- , , I 'M"'- e w a �••••�-•••`L N VALANCE WITH EC & 11111411-11111111111 r ii ',11 ' �,I i ti zyr i ti3dti�' J ��y Aimee ( _ ° ' ii_ OWNER'S FIXTUREEL PLAN r--IL�-�� y-.II Ii 1 I I �� m ( -I s S r ri e 6 S m r r ti I`- r r I r 6 r m i r� e e S 41/4_—•-• F B2 6. - II f � 4'i� . R, R, R„ R R, R, II� i 2I 24 _ Jti _ i - 2J - , \ �,� e g e� I - - -- ---- __ I lL i►/I u I 11111 ►,�.. ►fir ►-1.r . �• e r . r ti s s s ' —Ia —cs r > -r —� ti J 7 I I /I o I ♦. ►,ate ►.A�. , , ti, `_ JH J J br 9i n<<r4" °'' i/ Ci I 1 . r`' '% 0m�'` r`;, `m�ti; `�., r r a �� .+» •'�� • Q ti .I . _I _ _I _ _ _ -C - t�• r / 1 I _I i I ( ( SURFACE MOUNTED BLOCKING �`. I I . - - ' a-.5 a-.5 a-.5 " .5 a .5•. E-5 .f-.5 � .E-.5 > - .f-.5 A-.5 V�� / t�; ■: ■� t �. �� I of D �, _ G' �_ ®o I t■��, 01_,b . ,. 01_,b b at,b al.b : II II it I II II II II II II �!1 w ti AT HARDLINES SEE 7/A701 e - 11 ..ice e�l�� "� r I I=--,- ® I� i 1I i iil III Ii I 1 I1 Ii iI II II I , r• .........m � a� m u _r. I L I-I � � ' _ I - ��. 61 ) ' I' ,e ', s a e — -- -- '�.....1..� rJir ICI i 11 IE II II i I Il S SURFACE MTD HARDLINES VALANCE LIGHT BLOCKING 6 SOFTLINES LIGHTING VALANCE L �L L J J .R �R �R, .R m, . a I . VP' re. ►,-�.r re, ►..i. ►.(� ►.fir' 4 -a z, a �I A t P P. ; I. i ,_ — — I R' ,A. I r r "' r r r �,.r r , III IN II II I II ii II II If II M t A701 "_ ' 1, r9- P5-- P9 P5 -P5 .�� i� 1 Y1 -1 -0 A701 1/2"=1'--0" • I 01-•b - 01 6 01-.b 0l.b !II; 0I.b ■ -^ I r� `_ I 1 a i: " II II II II II (I 1I , . © (ID e:; 4.5 0 6 III 8 9 FACE OF GYP BD © I I ( I I I I I I PAINT IPS-11, C-9 70 � � © L (' 1 x 6 SURFACE MOUNTED BLKG r -t° I t- 1 1 I i 1 1 7o �,.� . _ I I I I '�1 I ( I I % -TAPCON SCREWS a 24' OC-1i'/2' I y I I (E) CEILING MIN EMBEDMENT INTO CMU WALL.4;4_ AT STUD WALL, ANCHOR TO , . I 1 C- -- -- --_ __71- I 13'-0' AFF a STUD WITH 3' DRYWALL SCREW to FOCAL RAIL I . _X , 1 I I I Iah aim RN mo I I I I I /_ I , L 1 FRONT SALES FLOOR WALL ELEVATION 7 SURFACE MOUNTED BLOCKING A701 y6"=1'_0" A701 NO SCALE J �.•_•. IIa� r i Iee1 U�re11I 2111111111110111111111111111111111111::=11111 :Fill."'" ,•_, . rr ir:R �.. eww e�. 4 wr I ' fr 0 '-,„T--: - -I. AIM '' ' A- liin i 5? . A p „ 4.--.4 I r vie) rile -4-1-A" 1 -rj. trff - idm"--47 B III D © © E2 © © E2 O 0 O ' 1 1 1 1 LIGHT VALANCE I I 7 LIGHT VALANCE I SEE DOOR & FRAME SEE IPS-1, C-9 I REFRIG FALSE ( IPS-1, C-9 1 1 © I IPS-6, C-9 Q IPS-1, C-9 / COLUMNS, 701 701 I I IPS-6, C-9 1 7 1 �O,-0' I 68'-10' 20'-0' I• 32'-9%4' tE) CEILING ', ` c - _ • c -/ 13'-0' AFF -F- — �I - - - - _I I r 1 � I REFRIG FALSE RB-1 COLUMNS, IPS-6, C-9 2 LEFT SALES FLOOR WALL ELEVATION A701 Y6"=1'-O" I I I I I I I I 1 1 1 1 1 1 I 1 I 1 1 _ _ -I_ _ - _ - - - - - _ _ L _ _ _ _ _ _ _ _ _ _ L _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - i - - - f r- - - - - - - - - - I- - - - - - - - - - - - _ _ _ I- - - - - - - - -I - - _ L _ _ _ �E+irk stew ePww w•ea ewer wMe rest crux erreu emea ewer w araer eweee ewer eweez ewer ewer 'v a FIXTURE'•e w r.ww ec�ee I in=ORM WNW WNW I„ -__ - --_-_ -� y I iCiIC�iC�i�i1====: . I I I I I I I I I I 1 I 1 � I I I I 1 1 ( I ? �� I� 4 ,10 M� �!iI I I I I e- STORM x STORAGE ,sreeeeE ► r I N� y J J x I 3 3 3 I�"'1 _ill . r_i______,' 5:1111-��M��MN IiN�� M��l � !■■1�� l____ - - - 01 i1eRACi- l l•■��--rl— N---- -1 - - - - w■I w w■I i— w■1 i -- -- - L r [r�J[r 1_I L L J I— , 1 ' 414ps, c"1"4 4,4,lb I';'. 1 %n iel - - - - .ftft# 'I j 1 !Iii 1111 rHI �Ty If] 9� 7� C MiI Tgy 9if e i ti-T NI I I ., I I I 1 T T T T 1!1 „ C 1` �_s 1' . _d P .-�--q�J. Y! 1 B _T -� I I I I A l I I ! ti 10 9 8 © E2 6 0 E2 4 F2 © 0 ID LIGHT VALANCE LIGHT VALANCE SIGNAGE RAIL DOOR & FRAME I I I 1 SEE © I IPS-6, C-9 I SEE © ( SEE© II I I IPS-1, C-9 IPS-1, C-9 , IPS-1, C-9 VALANCE LIGHT n IPS-1, C-9 701 701 701 I SEE TYP 117'-8%2' ' 20'-0' 54'-5Y4' � 20'-0' 6'-9' d I I 1 1 I I 1 1 1 I I A701 I I ___7 G) 131-0' AFF PAINT - I ,\y r A - - - - - - - TRANSITION l'o 1 I 1 ( J - - - - - �I - - -1I t N 1 y 1 I \ RB-1 K-4 RB-1 'B-1 K-4 RB-1 K-4 SOFTLINES FINISHES RB-1 DOOR & FRAME J--------N CONTINUE ON ADJ IPS-6, C-5 IPS-1, C-5 3 REAR SALES FLOOR WALL ELEVATION WALL A701Y6"=1'-0" 1 ► 1 I I 1 ;I I :- - - L - I I I II a I 1 11 _ _ ,e E A E a1�° A �s ■�i �! rte! ! ! E i r�illI A rA 111___ I !I! I! ICI! _I! elm .f .�° .1.E ' -----------------------. I _1 _ - 1 � ; _'"-�--` ' 'it 0! I I , , 1 Ak . 3 -!l�I�IIe�-IC�IC; - .e-.E 1 r m >r b m m -_-_- i - ' I I ___,_w___ ---U - 1 1 ‘1.-- _i___- - -__ 11-- -un--- --- _ �11k --- --- u ! . - - !'+'Y YAW i�W — — — - - - - 1 1` n b 11 .1.5 Iv.= {`b f'{�J °b.E��j-b E l u r.h.9.e �I .B•b ; �� m I , .1,Y /1 1'1 fl J I it V y f 5-.E 1 1 I'i l 1("111 L~ 4 FIXTURe iED NEE IL L ,, mi i - L - L - I - L - 11 1 1 1 1 I fit 1 t �� = ,;',. �',�A A , X11 X11 _ ' , '1_ !l �E - - - - - - - — - i _I 1 11 511 "'"Y=-} i 1 1 1 - 1 1 .b-.e 1-T I.b,e a-,E 1 I.r-c l _A �1 (r=� r•.*I �i o III � .II, - - 1 -I t -I t,-I� ` ` - J ..� �__ .hr--- . I -I _I I - - I - - ' I �•E I - I , , ,--11 I INTERIOR ELEVATIONS GENERAL NOTES -1 - -i - - - - - - - - - - -i - - - - - - - i - - - - - - i- - - - - - - i - - - - - - - i - - - - - - ! �`�� -- II rr � I _ I I \/\ , I A. CONTROL JOINTS SHOWN ARE SPECIAL CONDITIONS ONLY. REFER TO PROJECT �;" �� " I I I Ill MANUAL CRITERIA FOR LOCATION ,`i'4. ' \ I =_ 'I 0 AND SPACING OF ALL OTHER CONTROL • >> ``' I I v1 1 r ; JOINTS I, •\\ 1 '1 N /,...,,\ ,�� I I Il, m B. FOR ADDITIONAL FINISH INFORMATION • ��_r + SEE ROOM FINISH SCHEDULE - SHEET A601 i� I , ;11 C. RB-1 SHOWN AT ALL EXPOSED WALLS AND H I -�-1-- - - - - - - - 4,=_._. E_ ±_. EXTENDS 6 BEHIND FIXTURES I J -y-r -%T ' RB-2 LIMITED TO AREAS WITH WC-6 I II I , J i11 i� ►I, AND AT JEWELRY BOAT FIXTURE I :I I II I' - I-G ii III! ili D. ALL OUTSIDE CORNERS TO RECEIVE STAINLESS STEEL CORNER GUARD - VERIFY REUSE OF EXISTING CORNER GUARD 0 E. ALL 7'-1/4" OR GREATER WALL THICKNESSES o D © © D CO NEE SEPARATE OUTSIDE STAINLESS CORNER R /UA UARS. IF WALL THICKNESS IS LESS w � THAN 7'-1/4" USE (1) FULL WALL THICKNESS Q STAINLESS STEEL END CAP I I I I I ( I ( I v F. PAINT TO EXTEND MIN 6" BEHIND FIXTURES. v) I 1 ( I altil I VALANCE LIGHT E2 I I I z VALANCE LIGHT IPS-1, C-9 IPS-1, C-9 SEE QTYP !PS-1, C-9 ' FIXTURES CONS UCTIO OR PAINT GYPSUM BOARD CONSTRUCTION THAT IS CONCEALED BY o �ISEE�TYP ( I I A701 I I I © G. VERIFY FINAL FIXTURE LOCATIONS W/ OWNER 4,(E) CEILING �� V) 0 13'-0' AFF �- A701 0,_ if '� H. FOR CONTROL JOINTS SEE ©®m TYP 3 PAINT ' 1 - I '50 '501 '501 `t' TRANSITION - I - I� _ I I I. PROVIDE SLIP CONTROL JOINT AT ALL tn Q 6 -8 AFF r _-r ... I LOCATIONS WHERE ROOF SUPPORTED • II lI I I — - -O O)I - O I BULKHEAD ABUTS FLOOR SUPPORTED ° I _� It , i i ) I 1 . 1 I II •.. WALL, SEE TYP I- RB-1 -� RB-1 •501 IPS-1, C-5 NEW TRAFFIC DOOR / NEW TRAFFIC DOOR SEE DOOR SCHEDULE IPS-1, C-5 SEE DOOR SCHEDULE J. ALL HM DOORS AND FRAMES ON SALES FLOOR TO BE PAINTED TO MATCH 4 RIGHT SALES FLOOR WALL ELEVATION ADJACENT WALL SURFACE UNO A701 Y16"=1'-0" , . . / v , v _ , . , DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET 6 ��1�1r a 30 JUNE 2010 06.30.10 BP-3.0 COMPLETE CONSTRUCTION � DRAWN BY o WASHINGTON T-03452o�o O Ta Q A TWYMAN SALES FLOOR MU LVnN NY , G2 R �EE� MAR 11 • SQUARE CHECKED BY PROJECT CODE CONFIGURATION E 1000 NICOLLET MALL LEVATIONS & DETAILS A701 J VAN LANEN MINNEAPOLIS, MINNESOTA 55403 I ,* i 9009 SW HALL BLVD 270345 RR 601 SW SECOND AVENUE SUITE 1200 I ' ' ' ., � ' '• PORTLAND,OR 1 97204 �` • PROJECT NUMBER TIGARD, OR 97223 • MulvannyG2.com I t 503.223.8030 I f 503 223 8381 BRIAN R. E ti -\A' HITECT 04-1387-02 O:\Remodels\0345 WA Washington_Square_R\_ACtiveCAD\0345a701.dgn andrewt 29-JUN-2010 15:36 INTERIOR ELEVATIONS GENERAL NOTES fill■ A. CONTROL JOINTS SHOWN ARE SPECIAL 0 4 4.5 Q 6 O 8 (-9 , CONDITIONS ONLY. REFER TO PROJECT MANUAL CRITERIA FOR LOCATION d I I I I I I I I © AND SPACING OF ALL OTHER CONTROL JOINTS .70 , r- -r. 1 1 1 ( •70 B. FOR ADDITIONAL FINISH INFORMATION ,•�- '� SEE ROOM FINISH SCHEDULE - SHEET A601 (E) CEILING C. RB-1 SHOWN AT ALL EXPOSED WALLS AND I 1 EXTENDS 6' BEHIND FIXTURES I ,r 13'-0' AFF RB-2 LIMITED TO AREAS WITH WC-6 t I I ----u-- -- -= I AND AT JEWELRY BOAT FIXTURE I 1 -I —MI D.r — — — — — r – – – – – – – – 1=1 - I SALL STEEL CORNER GUARD - _ - - - 1 I VERIFY REUSE OF EXISTING CORNER GUARD•/ uII ah III i ajm ajp ( ( / I I • / - 1 I • / 1 I E. ALL 7'-1/4' OR GREATER WALL THICKNESSES - - ' 1 t j -/ - I �i TO HAVE (2) SEPARATE OUTSIDE STAINLESS CORNER GUARDS. IF WALL THICKNESS IS LESS THAN 7'-1/4' USE (1) FULL WALL THICKNESS STAINLESS STEEL END CAP 1 FRONT SALES FLOOR. WALL ELEVATION F. PAINT TO EXTEND MIN 6' BEHIND FIXTURES. DO NOT SAND OR PAINT GYPSUM BOARD A702 CONSTRUCTION THAT IS CONCEALED BY �6"=1'-0" FIXTURES G. VERIFY FINAL FIXTURE LOCATIONS W/ OWNER 41110 0 (1115 4 4.5 0 H. FOR CONTROL JOINTS SEE ©AELm TYP VIII - _ - -_--_-_ - _-- - - - - - - - - - - VIII ( -50 •5050 _ __-x'111=_—-- - - - - - - - - - - � - - - - - - - = = - __ - __-'�1 z---_-_----:_-_-- I I I v-- - _- n'li - Irlr, � I. PROVIDE SLIP CONTROL JOINT AT ALL VIII I 11111 I I I LOCATIONS WHERE ROOF SUPPORTED BULKHEAD ABUTS FLOOR SUPPORTED e----1- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -111 - - - - - - - - - - - - - - - - - - - - - - - - -�i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :r:: S :D,�®�� 11 41 1 1111 11 I Ip111�Ii i 1 1 11111 ( 1�' �,,," 11111 ' _-__- I J. FRAMES ON SALES - VIII 1 11111 —� I FLOOR TO BE PAINTED TO MATCH I� • • I 11'11 Thr IIII ' ; ADJACENT WALL SURFACE UNO..„...,!u l n . mr: m I • • 1 IPS-6, L •■■••• I • i•••• • •• C-9 • _ • • • - • • . • m • ' • • • I I • ICP 9 1, • I FLOOR FINISH GENERAL NOTES■• .- • �I • • • i••••••••••••••••••••,i• • • • - • A. SYMBOL INDICATES K-3 LOCATION. �_ _ JTY7---: \\\7-1; ( ( • I SEE PLANS ELEVATIONS AND SCHEDULES • 1.- IPS-1, C-9 • FOR ADDITIONAL LOCATIONS. • • I • • • / •••• ••••••• _ • •• I • • i•••••••••••••• •i• B. SYMBOL INDICATES RB IPS-6. • I 0 C_g � .y - • IPS-1, C-9 i IPS-1, C-9 � � IPS-6, � LOCATION. SEE PLANS, ELEVATIONS AND I- •• • I C-g SCHEDULES FOR ADDITIONAL LOCATIONS. 1 1 ••••• ••••••••••I • I I I I k CONTINUE BEHIND FIXTURE � I � I IPS-1, C-9 1 SALES FLOOR DOORS. 1, ►••••••••••••••••• •••••••••■ •••• ♦ I ( - - - - - - -I - - - - - - - - - - - - - - - - C. V V V V SYMBOL INDICATES WALLS THAT I i ' �i I •I �_ , -r — — — — — — — — — — — — — — — — — p- — — — — — — — — — �•iifiiifi�iii•i•• •• ••••• RECEIVE BOTH K-3 AND RESILIENT BASE. - - ' - -I I it _ _ I y I 1 I ' I K-3 TO BE 48' HIGH WAINSCOT APPLIED TO - - - - , , -_ - I _ I IPS-1. C-9 WALLS AND CORNERS. SEE 4 �f` y_ - _ - I I � - ' � ICI , �' ' � 1 r I � � i I ©�00 - - -i- - - +L - - - � L - - - I - - - - I��/ � I I � ►� I � 1 I I I i A50 A50 A50 A50 I � II I Y/ ) I I I I � 1 J -� ' \ ^ �\ i I ' / - -1 1 1 0r I 1 I I I I I JI_ all,/ Di_ 1 _ ' \\ 11 0 0 I y / v 11 �% ■ 1 I I I I I ' �; ,11 1 I I I 1 D. ALL CPT,RF, RB, CT, QT AND MT I / � I I I ARE FURNISHED BY OWNER ' /;' � 1 ) I i I 1 AND INSTALLED BY GENERAL '_I I Lill ''\ V// _/1i1./L /' 1 `i ' iii 1 I 1 1 1, � II I L 1 J ,,/ //' ' ( I I I 1 I I CONTRACTOR it 1 I I ' I A/ �;' I I I i i I E.----SYMBOL INDICATES LOCATIONS WHERE ' I 11 l I1 , , / I 1 QT-5 BASE IS LOCATED. TYPICALLY THIS BASE IS !' LOCATED IN THE DRY PRODUCE ROOM WHERE I _ __ I /, I THE HEAVY DUTY BASE IS NOT CALLED OUT. I- 21 _ 0 'I �\ 11 ' i !1�__!'_ .//, / I 1 _� _ _ III:.11 ---'j -"- - J' F. INSTALL REDUCER STRIP (FTS-2) AT TRANSITION ___ I -'` ' 'I ® 4 4.5 • BETWEEN XPOSED CONCRETE FLOOR NONAALLL SIDES. III GI aI S G. FLOOR FINISH CHANGES BETWEEN ROOMS I I I I I E2 I OCCUR AT DOOR CENTERLINES TYPICAL. I SEE A601 FOR ADDITIONAL FLOOR FINISH I I I I LIGHT VALANCE I INFORMATION IPS-1, C-9 IPS-1, C-9 SEE I I I I I 10 I K. FOR BASE CONDITIONS NOT SHOWN ON A121, SEE ROOM FINISH SCHEDULE ON A601 & A351 IPS-1, C-9 ` IPS-1, C-9 • 1 t } , L. INSTALL CPT-10A ON FURNITURE FLATS. EXIST CLG HGT _ I SEE FIXTURE PLAN FOR LOCATION. 13'-0' AFF I E - N. FOR SST CORNER GUARD / VERTICAL SST END 0 1 : CAPS TO RB CONNECTION SEEdm cEXIST CLG HGT jJ / r - - - - - - A501 I I I I/ Q 8'-6' AFF `r ---- ----- ----- -- ------ .. --- __/_ - - - - - --: `', r — — — — — — — — — I \ el P. INSTALL REDUCER STRIP (FTS-1) AT \\\ _ / \\ / \\ \ / \ // \ I \\ I TRANSITION BETWEEN RESILIENT N / / \ \ I 1 / I CARPET (CPT-10) FLOORING ROAD LOOM/1: I / \ \j j / / /- J i R. ••••• SYMBOL INDICATES WALLS THAT PAINT DOOR �-4 K-4 K-4 � / 1 RECEIVE BOTH K-4 AND RESILIENT BASE. - K 4 I K-4 TO BE 48' HIGH WAINSCOT APPLIED TO WALLS AND CORNERS. FOR K-4 WALL CAP AND FRAME RB-1 RB- - B 1 IPS-6. C-9 RB-1 RB-1 RB-1 AND CORNER GUARD / END CAP DETAILS, 2 FRONT SALES FLOOR WALL ELEVATION SEE Apb, 20 A702 V8"-1'-0° A50 A50 A50 ,50 F‘,-,:‘,-,:, , -.,'` INDICATES APPROX NEW QT-1 ';("x' v iiiiiiiiiiiiiiiiiiiii 6 0 8 9 miiiiiiiiiie INDICATES APPROX RF-3 REPLACEMENT 1 !��:' INDICATES APPROX RF-1 REPLACEMENT ��. EXCLUDING RF-1 PATCH/FILL AREAS ��■ •• i4 L... j••u -_ = =--- == --_____�-_.____:__- :__ = =:_______�-:- --= - .: .101.0 •• I" II • I : I INDICATES APPROX CPT-10 REPLACEMENT p • • PS-6, -y , . . . . . • I�� , o • C-9 I I ;, IPS-6 I • \\ \\ - �� C-9 • • I :: I \\\\\ INDICATES APPROX CPT-3 REPLACEMENT - - - - - - - • I—I • • ,\��\ • • til b •••• - . n ••• I I> I I I IPS-1, IPS-1, IPS-1, I I I C-9 C-9 C-9 I I I I I I I I I I I I I I I I I I I I I I I I O j11 I I I I I I, I I I I I I I E2 CONTINUE PAINT BEHIND HARDLINES FIXTURES 1 F2 CEILING LIGHT VALANCE o i MINIMUM OF 1'-0' SIGNAGE FIXTURE - I LIGHNTED EXIT SEE © I Ui VERIFY LOC ION 70 a FIXTURES - VERIFY IPS-1, C-9 W/ OWNER 20'-0' 39'-10' 1 N i LOCATION W/OWNER 70 t EXIST CLG HGT Z - • 13x0` AFF $ o I il A■ 1 , , 1 . I \ I' cD n /> (` ' 1L1CONTINUE IND HARDLINES MINIMUM OF 11-0" K- K-4 IPS-1, C-9 IPS-1, C-9 K-4 RB-1 RB-1 RB-1 PAINT DOOR AND K-4 K-4- F2 FIXTURES - VERIFY 3 FRONT SALES FLOOR WALL ELEVATION FRAME IPS-6, C-9 RB-1 RB-1 FRAME DIPS 6AC 9 LOCATION W/OWNER A702 V8"=1'-0" . , . , . , . . , DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET � � �► � * : : N gNE 2010 06.30.10 BP�.O COMPLETE CONSTRUCTION I G T O N O MU LVnN NY G2 RIA BY SQUARE PROJECT CODE CONFIGURATION A7O2 1000 NICOLLET MALL '''`` • ELEVATIONS & DETAILS MINNEAPOLIS, MINNESOTA 55403 9009 SW HALL 601 SW SECOND AVENUE I SUITE 1200 J VAN LANEN PORTLAND,OR 1 97204 /e V. •t0 PROJECT NUMBER TIGARD OR 97223 D 2 70345 RR MulvannyG2.com I t 503.223.8030 I f 503.223.8381 BRIAN R. FLEENER-ARCHITECT 04-1387-02 / v _ . i , / - . / . i . 0:\Remodels\0345_WA Washington_Square_R\_ActiveCAD\0345a702.dgn andrewt 29-JUN-2010 15:36 STRUCTURAL SHEET INDEX QUALITY ASSURANCE REVIEW S111 GENERAL STRUCTURAL NOTES,PARTIAL FOUNDATION PLAN&DETAILS REVVED BYE Mlohaei S•Stesneon S141 PARTIAL ROOF FRAMING PLAN&DETAILS DATE, O6-2g-�� S142 PARTIAL FOUNDATION,MEZZANINE AND HIGH ROOF FRAMING PLANS 5501 FRONT ENTRY DETAILS (f) 20'-104' 9 74'-5' T I i I I GENERAL STRUCTURAL NOTES 1 1 1 - - I- - - - - - I- - - - - - - - - - - - - - - - - - - - I- - - - - -• UL 1. DESIGN CODES ---I----- I _ --- I A. 2007 OREGON STRUCTURAL SPECIALTY CODE (BASED ON IBC 2006) 1 c� I I I B. AISC 360, 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF fh STRUCTURAL STEEL FOR BUILDINGS' • 0 I I I •-------- I---- - - f- -----------------------�- O F- - - C. ACI-318-05, 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' D. ASCE 7-05, 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' I I I I I I' E. AISI-NAS, 'NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS' j i CE) 4' SLAB ON GRADE j F. ACI 530/ASCE 5/TMS402, 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' I I ' REINF W/6x6-W1.4xW1.4 I I I WWF TOP OF (E) SLAB I I I o j T ELEVATION j 2. DESIGN STRESSES ' ' I I I M (T/0 SLAB)= 100 -O A. STEEL: - I M I I DATUM ELEVATION OF I [Ti� I SLAB= 2615' WIDE FLANGE STRUCTURAL STEEL Fy = 50 KSI (ASTM A992) I l i j MISCELLANEOUS STRUCTURAL STEEL ' VERIFY DIM I I I I SHAPES (OTHER THAN WIDE FLANGE). Fy = 36 KSI (ASTM A36) j j STRUCTURAL TUBING Fy = 46 KSI (ASTM A500, GRADE B) -j W/ SUPPLIER- j L I -_- _- STRUCTURAL PIPE. Fy = 35 KSI (ASTM A53, GRADE B) - -_- - - - - -�•� r - - - - - - - - - - - - - - - - -• O © - - - - - - - - - - - - - - - - - B. CONCRETE: I I (E) COLUMN I 18 -0/2' I I & FOUNDATION SLABS ON GRADE -Po = 3000 PSI ' IAx4'-0' DEEP CONCRETE PIERS REINF W/ (4)-*5 VERT ( I TYP I MASONRY GROUT f'o = 3000 PSI & *3 TIES o 12' OC TYP. l I L ALL OTHER P'o = SEE SPECIFICATIONS T/E! PIER EL=TO MATH ( (E) EXTERIOR WALL EL F T/0 (E) SLAB ( i j so ° i & FOUNDATION j REINFORCING Fy = 60 KSI (ASTM A615) UNO SUPPLIER TO ANCHOR' COMPACTOR j j I N r , TYP 3. DESIGN LOADS LEG WITH (4) 'f xj 5' LONG I 'I HILTI KWIK BOLT TZ vi/ 3Y4' EMBED _ '----- I j NEW COOLER ROOF LIVE LOAD 20 PSF REDUCIBLE j j I j I SIZE AND TLOC � ROOF SNOW LOAD 25 PSF it 11 0 I j _I--,w/SHEET A351 __ I GROUND SNOW LOAD 25 PSF I__-_ _ _Ll-_-_.__.-_.�.._..._._.___.._,.-.____-_-_� SNOW EXPOSURE FACTOR. 1.0 - T- I-_-_-_-_-_r----------------------_ ---- fi_----- --- © 0 ( _J I 1 -- -1 SNOW LOAD IMPORTANCE FACTOR 1.0 I T _ THERMAL FACTOR. 1.0 I I -1 ° I I i I E-1 ' r--1 I ' I- BASIC WIND SPEED 94.5 MPH j I 3 N I __I I---I --1 I-I-- WIND EXPOSURE CATEGORY B I I ''- wN. j o WIND IMPORTANCE FACTOR 1.0 >3 , 1 20 104 44 -0 SEISMIC DESIGN CATEGORY D I I z ° I �r woz '�' i0 SEISMIC SITE CLASS D (ASSUMED) I I ?ow I (HE l- 1- SPECTRAL RESPONSE COEFFICIENTS SDS= 0.710, SDI= 0.391 w zoo C SEISMIC IMPORTANCE FACTOR 1.0 wog__ BASIC SEISMIC FORCE RESISTANCE SYSTEM. BEARING WALL SYSTEM W/ SPECIAL ---- �- -- - --�------ - - - - --- ----- --- - - --- - --- - - © REINFORCED MASONRY SHEAR WALLS v; I 2 PARTIAL FOUNDATION PLAN SEISMIC OCCUPANCY CATEGORY a ova - a p 511 1 146" = 1'-0" RESPONSE MODIFICATION FACTOR, R 5 j <XN °z I- _I DEFLECTION AMPLIFICATION FACTOR, Cd 3.5 ° w °o°- I o L -I DESIGN BASE SHEAR 0.142 W � z ' `� ''-a. i (E) 6' SLAB ON GRADE o ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE j °Xo --,W• I REINF W/*4 t! 18' OC I co ca za-I,C" I TOP OF (E) SLAB M GENERAL FOUNDATION NOTES a■a_o w \ 4. CAST-IN-PLACE CONCRETE -1:co�N N ( ELEVATION j `"w _ :II , (T/O SLAB)= 100'-0' A. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE "'z LL-w o F-a I DATUM ELEVATION OF A. FOR GENERAL STRUCTURAL D. SEE ARCH, MECH, & ELEC DRAWINGS w it w!o vv) j SLAB= 269.5' NOTES SEE THIS SHEET. FOR UNDERFLOOR MECH PIPING AND CONCRETE STRUCTURES' OF STANDARD PRACTICE FOR DETAILING REINFORCING w ELEC CONDUIT LOCATIONS. - - {- - - - - ----------- - F B. VERIFY SIZE, LOCATION AND DEPTH B. PROVIDE SUITABLE WIRE SPACERS, CHAIRS AND TIES FOR SUPPORTING OF UTILITIES AND SLEEVES WITH REINFORCING STEEL IN PROPER POSITION OTHER TRADES. E. COORDINATE WORK WITH GENERAL j 1 CONSTRUCTION DEMOLITION C. SPLICE REINFORCING 48 BAR DIAMETERS UNLESS NOTED OTHERWISE i I (E) COLUMN NOTES ON SHEET AD111. i I &YP FOUNDATION C. FOR TYP NEW TO EXISTING SLAB ON D. CONCRETE COVERAGE SHALL COMPLY WITH CHAPTER 7 OF ACI 318 GRADE SEE © . F. SEE KEY PLAN THIS SHEET. I tE) EXTERIOR WALL ° I NEW COOLER TYP M % E. COORDINATE SIZES AND LOCATION OF SLEEVES, INSERTS AND BOX-OUTS REQUIRED i I & FOUNDATION _ 5. STRUCTURAL STEEL I j I COORDINATE UNLESS DETAILED OTHERWISE, MAKE WELDED CONNECTIONS USING I SIZE AND LOC ETOXX ELECTRODES OR BOLTED WITH 74' A325-N BOLTS. w/SHEET A351 I -- 3 NOT USED 6. LUMBER & SHEATHING S111 A. LUMBER - GRADE MARKED DOUGLAS FIR. (DF) MAXIMUM MOISTURE CONTENT = 19% B.B. MINIMUM LUMBER GRADES (UNLESS OTHERWISE NOTED): DF*2 NEW FREEZER NOTE: C. NAILING: I I pEMO AND REMOVE; 1. PER CBC TABLE 23-11-B-1 IN ADDITION TO NAILING SPECIFIED IN THESE DRAWINGS. EXISTING SLAB AS REQUIRED 4 NOT USED 2. USE 'COMMON NAILS' UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS. FOR INSTALLATION OF NEW b D. WOOD SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF PS-1 DOUGLAS FIR-LARCH, j FREEZER SLAB sI r 5111 STRUCTURAL 1 (OR CDX) AND BE APA GRADE STAMPED. I INSTALL; M COORINATE SIZE AND 7. ROOF OPENINGS I LOCATION OF EQUIPMENT A. COORDINATE SIZE AND LOCATION FOR MECHANICAL AND ELECTRICAL OPENINGS PRIOR TO j SLAB W/ REFRIGERATION --4- CONSTRUCTION. PROVIDE A FRAME FOR OPENINGS 12'x12' OR LARGER. SEE Willv _____TT-.- - - - -_I: -_- - --- - tE) PARTITION WALL I -- B. FOR PIPE BOX OPENINGS DO NOT CUT (E) ROOF MEMBERS. NEW PIPE BOX OPENINGS TO 4%2x5%2• BE IN (E) WOOD ROOF DECK SHEATHING ONLY. I TYP 2 SIDES I EMBED ( 1 )-*4 CONT C. PATCH HOLES IN (E) ROOF w/ V2' PLYWOOD SHEATHING. i ; ___ . SIM 8. HANGING LOADS NEW FREEZER I o HANGING LOADS SHALL IMPART LOADS TO PURLINS OR GIRDERS ONLY. THE MAXIMUM ALLOWABLE LOAD 1 FFE= 100 -0 , FREEZER SLAB SYSTEM ® ® � (E> SLAB ON GRADE FOR ADD'L INFO SEE 0 FROM ANY HANGER IS 100* UNLESS APPROVED BY THE STRUCTURAL ENGINEER. LOCATE POINT LOADS AT M 1Y LEAST 6 FEET AWAY FROM ANY OTHER POINT LOAD ON THE SAME MEMBER. IF THIS CONDITION CANNOT I NEW LABELING BE MET, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO START OF WORK. SEE OTHER DISCIPLINES FOR COORDINATE I HANGING DETAILS. I SIZE AND LOC 5 ( 0 T/0 (E) CONC • . - _I_ I w/SHEET A351 -- SLAB EL=100'-0' • x x C_ 0 ;�;n,a - - ;t EL=100'-0' 9. POST INSTALLED CONCRETE ANCHORS HI OM."1,1,�*;��- ca USE HILTI HY-150 MAX (ICC-ESR-1967) FOR SOLID GROUT CMU ONLY. __ DO NOT UNDERCUT (E) _ USE HILTI KWIK-BOLT TZ (ICC ESR-1917, COLA RR 25701) OR HILTI HIT RE 500SD (ICC ESR-2322) SLAB- FILL ANY INCIDENTAL 0 co FOR CAST IN PLACE CONCRETE ONLY, OR USE POST INSTALLED ANCHORS AS SPECIFIED IN DRAWINGS. UNDERCUT WITH CONCRETE Mlllll1 SUBMIT ALTERNATES WITH TECHNICAL TEST DATA AND ICC ESR NUMBER FOR APPROVAL BY STRUCTURAL ENGINEER PRIOR TO USE. *4 DOWELS Q 18' OC *4 Q 18' OC EA WAY CTR ON (E) SLAB DRILL SLAB REINF 10. CONCRETE DEMOLITION AND REPLACEMENT NOTES 1 PARTIAL FOUNDATION PLAN EPDXY TO EQU VIALENT' 5111 " _ " A. CONTRACTOR TO DETERMINE EXTENT OF SLAB REMOVAL REQUIRED FOR NEW � 146" 1 -0 CONSTRUCTION. COORD W/ ARCHITECTURAL, MECHANICAL, ELECTRICAL AND TARGET OSR B. TYPICAL NEW CONCRETE SLAB ON GRADE: 4' CONCRETE REINFORCED W/ *3 t! 18' OC EACH WAY GRID 1-10. NOTES: 6' CONCRETE REINFORCED W/ *4 Q 18' OC GRID 0-1. GENERAL FOUNDATION NOTES 1. SEE SHEET A352 FOR ADD'L INFO Alial C. TYPICAL NEW TO EXISTING CONCRETE SLAB ON GRADE SEE 2. FLOOR FINISH NOT SHOWN A. FOR GENERAL STRUCTURAL D. SEE ARCH, MECH, & ELEC DRAWINGS D. DURING DEMOLITION IF IT IS DISCOVERED THAT EXISTING FOOTING OR FOUNDATIONS NOTES SEE THIS STRUCTURAL FOR ARCH, MECH PIPING AND WILL INTERFERE WITH THE PLACEMENT OF NEW UNDERFLOOR MECHANICAL OR ELECTRICAL ELEC CONDUIT LOCATIONS. CONTACT TARGET STORE DESIGN BEFORE PROCEEDING. B. VERIFY SIZE, LOCATION AND DEPTH E. PLACE CONTROL JOINTS FOR NEW CONCRETE SLABS TO MATCH EXISTING. OF UTILITIES AND SLEEVES WITH E. COORDINATE WORK WITH GENERAL OTHER TRADES. CONSTRUCTION DEMOLITION 11. GENERAL NOTES ON SHEET AD111. 5 FREEZER SLAB DETAIL C. FOR TYP NEW TO EXISTING SLAB ON 5111 12" = 11_0„ A. (E) DENOTES 'EXISTING' GRADE SEE Alk . F. SEE KEY PLAN THIS SHEET. B. INFORMATION ON THIS PLAN REGARDING EXISTING STRUCTURE WAS TAKEN FROM EXISTING STRUCTURAL DRAWINGS. ACTUAL FIELD CONDITION MAY VARY FROM WHAT IS SHOWN. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS OF EXISTING STRUCTURE TO BE FIELD VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND BE RESOLVED PRIOR TO START OF WORK. MODIFICATION OF THE CONSTRUCTION DOCUMENT DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. *3 a 18'OC EW C. ELEVATIONS NOTED THUS '(E) E 3' ARE EXISTING JOIST BEARING ELEVATIONS AT GRID INTERSECTIONS, CENTERED IN DEPTH (E) 6'-8' F.V OPENING BUILDING CORNERS OR ALONG WALLS. STRUCTURE SLOPES UNIFORMILY BETWEEN VARYING ELEVATIONS. OF FREEZER SLAB RIGID INSULATION 8' CMU WALL D. CONTACT STRUCTURAL ENGINEER IF MECHANICAL EQUIPMENT IS HEAVIER THAN SHOWN ON PLAN. (E) WALL 1 -4 F.V.--� • 4,-01 --1'-4' F.V. 5' SLAB ON GRADE W/ *4 Q 16' OC INFILL BEYOND EW CTRD IN SLAB "' THERMAL BLOCKING 12. SPECIAL INSPECTION SEE SHT A352 6%2' AT SI *5x1'-4' DWL INTO z *4 >a 2 6'C DWL L 31/ 'x3%2'xl/4' CONT 2-12 EXIST WALL W/ W/ 3 DIA x4' HEADED A. SPECIAL INSPECTION TO BE PROVIDED FOR THE FOLLOWING CONSTRUCTION OPERATIONS NEW TO (E) HILTI HY-150 MAX � ' °� STUDS a 12'OC (3-SIDES) AS REQ'D BY THE BUILDING CODE: SLAB DWLS AT SIM ADHESIVE SYSTEM �� N CE) CONC SOG SEE 2'-O• EXT WALL OR EQUIVALENT 2 6' MIN T/0 NEW FND WALL - _� 1. FIELD WELDING - ED _ IP *3 DWLS >Q 16' OC PLACE 0 EL= 100'-0' a) FULL PENETRATION WELDS AS SHOWN ON DRAWINGS-CONTINUOUS INSPECTION EMBED 8' CMU WALL INFILL , IN BED JOINT OF CMU °O� b) ALL OTHER WELDING- PERIODIC INSPECTION 0 T/0 (E) T/0 SLAB (E) SLAB NEW SLAB ON REINF W/ (2)-*5 VERT / > INFILL WALL w/HILTI 8' BOND BM W/ i' WIIIIII IIII I 2. HIGH STRENGTH BOLTS CONC SLAB ^�� •o•�I'��'��1 !�••• '- HY-150 MAX ADHESIVE * , • - E2- ,, .4 �,m of EL=100 0 ON GRADE GRADE SEE PLAN ( 1 )- EA FACE IN CORE !� SYSTEM OR EQUIVALENT (2) 5 CONT J 3 POST INSTALLED ANCHORS SHOWN ON STRUCTURAL DRAWINGS EL=100'-0' - 1 ►_�.* _._�_�:1 _ CLOSEST TO DR OPNG / iL: Z'vZ`a. FULL HT EACH SIDE : - 7• 4. CONCRETE STRUCTURAL SLAB CONSTRUCTION, INCLUDING REINFORCEMENT & CONCRETE PLACEMENT * 1 ( 1 )-*4 CONT OF OPENING INFILL (E) COMPACTOR 4 Q 18 OC CONT 8' CMU WALL INFILL PIT WITH SUITABLE 13. SHOP DRAWINGS II III EXTEND BOND BM REINF PER SPEC COMPACT BARS 18 OC BENT /, F.__ T/0 SLAB A. SUBMIT STRUCTURAL STEEL SHOP DRAWINGS. 1'-6' (III�I -() w MAX ADHESIVEHSYSTEM150 , _� �� - EL- 100'-0' 111.OR EQUIVALENT �f��-�.�i-'-- _ > `. *4 T/0 EE) L B 11111 11 1111 '...""7. o--t 1 t 1 1 /I - - - -• j NOTES: 4 >Q 18' OC DWLS 1w �� N „�-(E) CONC FDN WALL 0 ,% ¢ I I I I I I I I I *3x11-0' 8 110109 BELOW GRADE EL= 95 0 F.V. I I • --- ----r-- -r- - --- r----y- ---r-- F- r - - - - -e DOWELS AT 18' OC 8 CMU WALL INFILL E / �� I� _ I I I I I I I I I I o 1. SEE SHEET A352 FOR ADD'L INFO CENTER IN SLAB DRILL & REINF w/( 1 )-*5x3'-9' �� I III _ 1111 i , 2. FLOOR FINISH NOT SHOWN *4 Q 18' OC EW EPDXY TO (E) w/HILTI HIT Q 16'OC CTRD IN WALL. ____ ____ ' * ? •-----1-----1-----1------1---- -1------t-1--L------ ---o L RE 500SD OR EQUIVALENT DOWEL INTO (E) FDN WALL w/HILTI HIT RE 500SD I I I I i I I I I o co (E) COMPACTOR PIT N ADHESIVE SYSTEM OR +- (E) FDN WALL-- •-.----1.----J-----I-----.1-----1-----.1-----1---- I .1--L--®------e EQUIVALENT NOTE: I I I I T ' z 9 FIELD VERIFY I I I I I I I I I Mir 0 S111 EXISTING CONDITIONS ._..,_---1.-----1---_-1------1-----1---_--1-_-_-1..--_f 4---_-_---_-_-e, Z , , 1 , i , I 1 I -±I I I I I I I a 6 FREEZER SLAB DETAIL 7 TYP NEW TO EXISTING SLAB DETAIL 8 (E) COMPACTOR PIT INFILL DETAIL 9 (E) COMPACTOR PIT INFILL DETAIL •- - - - - - - - ' -� ---• 3 i I I I I I I I I I Sill v2" = 1,-O" S111 1" = 1'-0" S111 V4" = 1'-0" Sill 12" = 1'-0" I co L__ 1 i i , , I I ° - KEY PLAN I 11 I I I I I I I I ._____,___--il-----f-----i------r----i-----+----M,--r:-----------°,1 I i 1 I I I I I i •----I h ii I ±-i--•-- --t--i--t--------------e i i i • i • . , .•._ _ �i - , rr - - - - - - -• • i i i � •740 PRO��C_�' DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLED E NJ E RA L S TRUCTURAL SHEET N Cks e h v s/0 30 JUNE 2010 06-30-10 BP-3.0 COMPLETE CONSTRUCTION 0 I- A , J oeol & Associates ji. j:4 `" �- DRAWN BY WAS H I N GTO N -0345 MR2010- - RAN NOTES , PARTIAL ,/ ,._, __ MAR 11 Structural Engineers €� qy `�o ct- SQUARE CHECKED BY PROJECT CODE CONFIGURATION 1000 NICOLLET MALL 9 ,1,2 FOUNDATION P MINNEAPOLIS, MINNESOTA 55403 2550 University Avenue West Suite 201-S `f B°��\. KMO 9009 SW HALL BLVD St. Paul, MN 55114 PROJECT NUMBER 270345 RR Telephone: (651) 251-7570 EXPIRES TIGARD, OR 97223 04-1387-02 ■ D ETAI L path filename •SO-/U nameofpersonplotting xxxxdatexxxxtimex I (E) 6/4X36 GLB I (E) 63/4X36 GLB j (E) 6/4X39 GLB j (E) 63/4X34%2 GLB I Q - - - - +� z z z z (� (E) TYPICAL FIRST 2 SPANS •-- j - j i i -2 -2 E120'-2"] / i ALL 'SIDE' WALLS - m m cc = m TYP UNO & GRID A UNO I — I m m I ( °- n_ LINE H (E) SUBPURLINS c 2'-0" OC ° I — I x x I I x x ALTERNATE: er j - j \ \ I I \ I 2x6 - 3 2'-0" OC W/ M I — j I w LO LC) Ln in w I I I I I I I w w I 3x6 c 8'-O" OC — r - CD v (E) 31 x221 PURLIN TYP UNO (4'-0" OC WITHIN 10" OF---- I . — I I /B /2 I I EXTERIOR BUILDING CORNERS) I I 6'-103/4" ! j 18 SPA c 8'-0" OC TYP I 0 - (E) 63/4X39 GLB 3 NOT USED 4 NOT USED ii II I (E) 63/4X36 GLB I (E) 63/4X311/2 GLB I I (E) 63/4X281/2 GLB I S141 S141 I I I I C120'-3 9 I i TYP UNO ' I I I LINE G I b I I I I I ! I I I I I I r L j 54'-7' I/F WALL 8'-9' 1 C:21-01 RTCR i C12O'-4"] I CONDENSER TYP V 2_24 l I ..-. UNIT I I 1'-3`--Ii LL_ 3025* I TYP UNO HSS 6x6 I f I ( (�j i LINE F , j , , 1 (E) WOOD SEE -�- SEE FOR � p ,� 1 - - (E) 63/ X36 GLB (E) 6%X36 GLB � � + i � (E) 6% X39 GLB (E) 64X34%2 GLB `� ' ( _� I ( I I I ( I © SIZE & SPA®-.— J J I Z (E) 6%4X36 (E) 63/4X30 GLB (E) 63/4X36 GLB C18'-113/4"] SIMPSON LUS26-2 T/0 STEEL II I j cr cc I I j © rr IGLB _ I HANGER EA END PTO BE FLAT R..FRAME AND ATTACHMENT I I a_ CL I I h 1' rig! m m j j j C+20 -3/4"] m z X AND LEVEL BY MECH UNIT SUPPLIER f I N N it I T I I N N ( to TYP ALONG m c,2°_, c� a STD PIPE . I \ \ I I \ \ I t- ( LINE 1 J ADD (2)-2x4 W/ M M " i �- ' er N N " N N I I c0 0 N - - . LENGTHS VARY �• 1 „ ° a I N N j I I j x X j I —_�___—_ >n ° SIMPSON ANGERS EA END �� t2)-2x6 EA SIDE OF .'� ° si v I I I ( " i t ( I I I I I I �■ x x I x 'v NEW OPNG OPENING - FIT TIGHT N I • IF (E) SHEATHING TO tE) SHEATHING -- • _____i___________j w w I ! I w w j I ti I NEW CU I ,� M M EDGE DOES NOT _- RTCR , 550* .. ., END AT (E) PURLIN I }--------=----=---£CI F-t--T,� I I I I I w w w `�I COMPRESSOR * C120`-3"] is ` ` NEW CU " I (E) WOOD ' I 650* ROOF DECK PL / x5 x0 -5 I I I I 1 4800 I (E) 2x6 24 I I ' I C19 -9 ] 1 • Q, I i OC TYP TYP UNO\ ' , (E) 63/4X36 10d NAILS t TOP BOT 0 - - _- Iii I I j (E) 63/4X39 GLB I LINE E I GLB I•-------I------------ n (E) 63/4X36 GLB 3' OC AROUND HSS 6x2 II rn (E) 63/4X36 GLB t I (E) 63/4X34%2 GLB I I I (E) 6%4X30 © (E) SHEATHING EDGES SEE d I I I j i 0 i i j j GLB I —1,— TYP ' I o' (E) 63/4X36 GLB I ! ' (E) i " STRUCTURAL 11'-5' I 22'-9' 1 39'-6' I/F WALL L3x2x1/4x0'- ' tLLH) 3/4 i /2 , I w/ 3'10PENEIATION LAG SCREW GLULAM ------1----------- ------- J.1_-• I \ I '-'-'---- - \ • 1 PLYWOOD co t t m m m tE) PURLI (CENTER IN GLULAM WIDTH) ° I I I I I ( I ( 0 0 C, ° NOTE: (E) SHEATHING NOT SHOWN FOR CLARITY SEE PLAN V I I I I I I I I I .---I-----I x x I .cr rn r- I I I I I C12o'-2"] i NEW CU \ , X 5 DETAIL— PLAN VIEW Co) CR SUPPORT FRAME DETAIL cr) NI 4r I I ( I I 650* I "� M (E) /2 STRUCTURAL\ N . 20'-7' I/F WALL 33'-2' 8'-10' 40'-0' '-0' TYP UNO \ \ " = ,_ „ 2'_0�! t�2 _p t t LINE D i �; i j w w 1 PLYWOOD S141 3/4 = 1 0 41 &'4 = 1 0 .®-•-- (E) 6/4X36 GLB I I (E) 6 X36 GLB I ( 1 I I I (E) 63/4X36 I I (E) 63/4X30 NEW CU w i (E) f (E)I-__-_1 3 j , %4 ( j j (E) 63/4X39 GLB I j (E) 63/4X341/2 GLB GLB �_� j GLB I 1250* (E) 63/4X36 GLB PURLIN PURLIN II I I RTCR PIPE BOX TYP l i z z j r�----- -----------} --�-- - CO C18'-113/4"] (E) ROOF DECK j j I/t3 THUS) DO NOT CUT j ( I 1- J I I = m I I ROOF FRAMING MEBERS. I I = m I I I I m m tk ___ o SPAN °- °- I OPENINGS IN SHEATHING I ' n co NEW CONDENSING I N N j I ONLY SEE SHEET R141 j N N j I I I I UNIT TYP- FOR -- SEE PLAN ° N I I I x x i I j FOR LOCATIONS i I x X I i j I x x I CURB SEE X - VER W/ SUPPLIER In ° / CONDENSING UNIT `r I I I w w ( I I j III w w I I I I M *� I ,r, ' t ALLIGN W/RTUECURBS M I I I v v I I I RTCR I I ,. I I I w w I w ") -- �•*■ -_-_-_-_-_-_ir: ---- ON LONG SIDE FRAME BY OTHERS •-----------a.. - t6) THUS -_-_ I -----_----_I " _-__=�=� �L�_ COMPRESSOR —' 1-- I I 11'-5' 1 22'-9' I 39'-6' I/F WALL %' DIA LAG SCREW W/ 2' EMBED Op I 4800* ( T I © 0120'-1"] I ' A 4 ( Q 24 OC 3 MINIMUM PER CU SIDE. I I 1 i I 1 ( I [19'-99 w PRE-DRILL ' ' DIA PILOT HOLE IN Cu co I (E) 63/4X36 GLB j j I I i (E) 6%4X39 GLB j j I i TYP UNO I GLB 4X36 (E) 63/4X30 GLB (E) 63/4X36 GLB Ja I SIMPSON HL33PC FRAME & 1 ' DIA HOLE IN WOOD CURB ®-•--- - - 'fi t t i t 1 —� ----- 0.. 1 1'0 THRU BOLT I SEE ARCH SHT A140 FOR SEALANT (E) 63/4X311/2 GLB ( I I (E) 6%4X28%2 GLB m I m o_ 0 v = 1 J ili HSS 6x6xl4 xCONT f LAG SCREW I ( RTCR 1 I i o o ' w EXTENQ 6 MIN PAST EMBED- 2 EA SIDE I i 1 11 (E) ADD'L I I- m m i- ■ Ai �� CONDENSER 1 , 2x6 24" -' J 0 3 MECHANICAL EQUIPMENT OF CURB 3' FROM ENDS 6x6 WOOD CURB- SEE r I I I I I N a z 0 0 N 0 I o� NEW CONDENSING ,-1 (_ i 3025* �`__ � OC TYP \ I \ w CURBS I I I UNIT TYP- FOR I I I N �, z 'r' r' °' w o w I _ c°v I CURB SEE 0 I I I x ■ a I J x x x w o: > DBE o I I I ( I Il 1 N 1"3" o --° ( �� SEE PLAN I et I I I I I I I 'o , o w >h >h M o' w _-_ t M ----- ' ---------- NEW CU w tn o I J w w w _J rn ' T- I ( I a a M o: j I -(E) GLULAM- SEE PLAN I 550* i • w I z (E) 3%6x24 GLB TYP UNO z W [Z/L/ I j HSS6x2x1/4'x8'-6' LONG (E) 3 x22 VYi� f I I PURLIN /2 i C12O'-0"] I x 1 X ii FLAT (3) THUS " j ' (E) 2x6024" ' = TYP I I �(E) DECK BRG (E) 2x6t�12 TYP UNO (E) W16x45 w OC TYP w d N I I (LOW) = 113'-8" TYP OC TYP I �' I LINE B I (LOW) i "(E) 63/4X30 GLB (E) 6%4X36 GLB -r Li: 1 I B -- - - - - �- — — — — — — -- — —_— — — — — — — --- — — — '- — — — — - -- — — — — — — —® o O — — — — — . t i I 1 --ir I I ; I I (E) W12x14 (E) ROOF C18'-113/4"] O 3 a (E) 3�/bx15 PURLINS lc 8 -0 (HIGH) HATCH I I I I H - (E) ROOF DRAINS I I I I ( f 7 SPA 0 8'-0" TYP UNO EQ EQ > I I LL. 4'-5%-r I (E) DECK BRG S/6 ! I ( C19'-9"7 -� ( I 1 i I I I I �. -----•-----------R: ------------ ;; a�� OF LAG SCREW & t OF , (LOW) = 113 10/2 TYP I o (E) 3/6x22/2 GLB —• - �' ---- 2O'-1O ' 1 44'-O' I 44'-O' I 44'-O' I vx- 5 I N I I NOTES: CURB TO ALIGN • — `i SEE OR tRE) MEMBER (E) 3X14 LEDGER I SIZE & SPACING 10 . 8 7 6 w (E) 6x16 (E) 2x6 SUBPURLINS ' °v I 2'-0110/C - TYP THESE SPANS 7 RTCR SUPPORT FRAME DETAIL 8 CONDENSING UNIT CURB DETAIL ®--i---- -- --i 1 74 1 20'-103/4" ------------------ '_5 1---------------- i S141 V4" = 1'-0" S141 3/4" = 1'-0" 0 0 0 t CU GRID NOTE: I SEE PLAN +►• FOR ADD'L INFO j a_ ',!,� 1 PARTIAL ROOF FRAMING PLAN (r-4"- 2 PARTIAL ROOF FRAMING PLAN- SEE d ' 1- �p� S141 U 6" = 1'-0" � S141 146" = 1� 0" '' I I z I M ro I ----7.1------j-------------.--- t PURLIN 6x6 DOUG-FIR NO. 2 GENERAL ROOF FRAMING NOTES GENERAL ROOF FRAMING NOTES PRESERVATIVE TREATED CU —— ——— LUMBER SPANNING 2 I j Ti PURLINS MIN A. SEE SHEET S111 FOR GENERAL STRUCTURAL NOTES. D. SEE KEY PLAN THIS SHEET. A. SEE SHEET S111 FOR GENERAL STRUCTURAL NOTES. D. SEE KEY PLAN THIS SHEET. �'� I ( I B. COORDINATE SIZE AND LOCATION OF ROOF OPENINGS E. ALL ELEVATIONS SHOWN ARE EXISTING. B. COORDINATE SIZE AND LOCATION OF ROOF OPENINGS E. ALL ELEVATIONS SHOWN ARE EXISTING. CU--- ---- (------ j------ I--- (E) SUB-PURLINS AND CE) SHEATHING WITH OTHER TRADES. FOR FRAMES AT ROOF WITH OTHER TRADES. FOR FRAMES AT ROOF I� I I NOT SHOWN FOR CLARITY OPENINGS.AND MECHANICAL EQUIPMENT F. CONTACT STRUCTURAL ENGINEER IF OPENINGS AND MECHANICAL EQUIPMENT F. CONTACT STRUCTURAL ENGINEER IF I I ( I d MECHANICAL EQUIPMENT IS SEE© . MECHANICAL EQUIPMENT IS z tijr HEAVIER THAN SHOWN ON PLAN. i► HEAVIER THAN SHOWN ON PLAN. < —— I a —t---- C. FOR CU CURBS- SEE t, gh Ark TYP. C. FOR CU CURBS- SEE TYP. N I -------------h--------------- f PURLIN 1' t T 1 T T T T T T GRID --•-- I — •-- ' i I j' I I I I - -----° I $ TYP • - -r--- ,--- -r--- ----r---- _____ 1 ----,--r----------4 S141 I I I I I i + I AM •----- ----i-----1.----1-----i------i----4-----1-4-----------• virg 9 CU CURB PLAN I I I I I I I 1 1 i S141 12" = 1'-0" I I I I 11 I I I I I 1 I I I 1 1 I I I I _� ,I I . ...c I I I I i I I i t I N •----4----1----4----1-1---t-----i-----}-----H-4-------------• z I I I 11 I I I 1 1 I I- i i 0 1 i 1 1 1 vi I I I 1 1 I I I i t I < •-----r-----T-----r-----1—1---1------i-----I----r i--r-------------0 I I I 11 I I I 1 I I in M-- r II • �— i �- 1 •-------• v { ! i i t I I --, -i-- f 1--T---- 0 �, a • • 1 c� I I I I } ---- -----• 1 KEY PLAN , .....,__,.. DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET 4oed i cks e h 7.--00 o 30 JUNE 2010 o -30-10 BP-3.0 COMPLETE CONSTRUCTION 0 " A ° -J & ssociates DRAWN BY �� ■■ ��■■■ WAS H I N GTO N -0345 MR2010- f , , , RAN PARTIAL ROOF FRAMING �- T: �� SQUARE __ __ MAR 11 Structural Engineers O°` CHECKED BY PROJECT CODE CONFIGURATION 5141 1000 NICOLLET MALL 2550 University Avenue SIRES�Yii zo 4 �� P LAS S & DETAILS MINNEAPOLIS, MINNESOTA 55403 ty venue West Suite 201-5 / . 0 9009 SW HALL BLVD St. Paul, MN 55114 qM T. By PROJECT NUMBER 270345 RR Tele p O4-1387-02 Telephone: (651) 251-7570 TIGARD, OR 97223 path ilename G •3a_e'° nameofpersonplotting xxxxdatexxxxtimex n,+ .r I AI I r• /ran ,rs n ■n • •r. i r, i-,.. I I I I I I I I I I I I I I —i-- -- ----i---1 i-- r--- j----, -- -j-- --I �-- --t--� �------I �_ � I---i —I I i I �---I -� I I I---I -I !-- � ! ! I I I I I I I I I I I � I I I I I I g -,-------------�- ------------------------------------ ----------L--- ------------------------------------------,------ -----�------------------------------------!-----{ ----- ------------------------------------------ ----------------------------------------------- }----------------------------------------1---��---E 3--t--- f iT I i I I i I I i I I i I I I I I—_— --L—I I---!---1 L____ ! I L____-1 I ! L--!--_I I I tE) COLUMNS AND L---1_--� L_---I---� I I FOUNDATIONS- TYP I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I P —r 7 —I I I I 1 I I I I I I f II I I I I I I I I I I II I I ;., I I I 1 I T I- _. I I I I , I I I 1 I I I I I I I I I I I I I I I I CD TILT-UP WALLS i E AND FOUNDATIONS ! ! I I I TYP I I I I I I I i _-J � 7 —' j I i i i i i — i I I i I I I i i i I I r i M i / �� I i I i I J i i I I I j I———i—� `- / I I I I I I i i i I i I i \ I I I II----I---- r_- I ki I I I i \ \ I I I I I ( I I I NEW METAL STUD FRAMING ' I I I I f AND CONC PIER ! NEW METAL STUD FRAMING I II I I I I I I I / AND CONC PIER I I / A.1 M ! \ N -- ! II I I I ! I ---- --�I ( I ! I ( II-- ----I I I I ---- ---- Afr----------t ------------ -- ---------------—------ -------- ----'---------- ----------------------------- --------------------------------------- ---I--- --R-- — — -------------------------------------------I---------------------------------------- -I---- --R- - -+------------------------- -------- --=----I---------------------------------------------- ---- --- I ,. I I I I / I 1 I to ,- I I (E) COL I I c (E) COL I I I I___ I- ( EQ EQ ( I EQ EQ I I---- —I-__ DIMS TYP ER� DIMS TYP E0 (4 SIDES) ---,-- -I ! (4 SIDES) ----,-- -� ! I j ! t (E) COL '" �' © ! c. co COL-- '�' IllEli I I I I I I I I I 50 I I 50 I I I I I I I I I I I I I I I I I 1 24'-0' 1 20'-0' 1 22'-O' ( 22'-O' 1 22'-0' 1 22'-O' 1 20'-10)/4' I 0 4.5 4 . 0 • 0 0 _ (OPF 1 PARTIAL FOUNDATION PLAN \-0 S142 V4" = 1'-0" GENERAL FOUNDATION NOTES A. FOR GENERAL STRUCTURAL C. FOR TYP NEW TO EXISTING SLAB ON E. COORDINATE WORK WITH GENERAL NOTES SEE SHEET S111. GRADE SEE d. CONSTRUCTION DEMOLITION B. VERIFY SIZE, LOCATION AND DEPTH WiP NOTES ON SHEET AD111. OF UTILITIES AND SLEEVES WITH D SEE ARCH. MECH. & ELEC DRAWINGS F. SEE KEY PLAN THIS SHEET. D.OTHER TRADES. FOR UNDERFLOOR MECH PIPING AND ELEC CONDUIT LOCATIONS. I I I I I I I I , I I I C --}r-- • (E) W12x14 (+2%2") (E) W12x14 (+2%2") ! a (E) W12x14 (+2%2") ! (E) W12x16 (+2%2") (E) W12x16 (+2%2") ( (E) W12x14 (+2%2") (E) W12x14 (+2%2") i x c1_ I sue- ' . • �. )- .- . I ./ i ' I I 7 ° (E) 2%2" TOPPING SLAB 1 I , � • _� 7<c° � OVER 28 GAGE PERM ' _ w w T/O SLAB EL= 113'-0" UNO I o METAL FORMS N N V) a LO IO L() I- ro I M U ti M r„ 2 Q x m o x I x —I x cox o I- I I _ N I O a- -D m ° _ N MEZZANINE FRAMING NOTES:w w Z w n 2 w LO w w _ : O W -O 1.) T/O BEAMS (0 ELEVATION = 112'-7" n_ o i I CD UNLESS SHOWN (±) FROM EL. 112'-7" '- ° -. 00 I- _. = 2.) CENTER WWF BETWEEN T/O SLAB V) 1 w w (E) TILT-UP PANEL---- I 1- BELOW- TYP & T/O FORM. o t N a I D- j - NEW HSS 6x6 NEW HSS 6x6 - HANGER POST HANGER POST . BELOW BEAM BELOW BEAM (E) W10x12 (+2%2") ——— ——I I— ———— (E) W12x14 (+2%2") A.3 -•-------------1------------------- ------------------ -------------------------------------------------------------------------------- ---------- ------- -----i------------------------------------------------------------------------ -- _-_- ---------- ----------------------------------- �a---- -- t I x I ( tE) $" JOIST "' i I I I i (E) W12x14 (+21/2') • (E) W12x14 (+2�/2°) I ( (E) W30x99 (+2�/z°) w f L (E) W12x14 (+2%z") (E) W12x14 (+21/2") I I V) N EI (E) W12x14 j (E) W12x14 (5)-NEW HSS 6x4 i (E) W12x14 `�• o T FOR LOCATIONS , x o I , „ , „ , , , „ II (E) HSS 6x6 SEE A I (E) HSS 6x6 , „ , „ A.1 "`� 5 SPA et 4'-0" OC 2'-4" 4 SPA (0 4'-0' OC 3/-8" r— ■ I i I s 1 4'-0" 4 SPA 0 4'-0" OC _� W o0 w Af.- —I- ---------- ------------------------------------------------- - - - - -------------------- - - - - - --- - — - -- -- --- --- ------ — — 1---------------------------------------------- -- - - - ------- ---------------------------------------------------- --- --- I I I "l -� I I I I (E) W16x31 (+211/2") ( (E) W16x31 (+21/2") ( I (E) W16x31 (+21/2") I I • j I 1 NEW W16x26 j I I I I NOTES: I I 1. FOR BEAM RADIUS- SEE ARCH i I NEW HSS 6x4 I N' 2. FOR BEAM EL- SEE ARCH i I 0 OPP© NEW HSS 6x4 I I I I 50 I 50 I I I 1 24'-0' 1 20'-O' 1 22'-0' 1 22'-O' 1 22'-0' I 22'-0' I 20'-10314' 1 • 0 4.5 4 0 0 • a 0 (IK 2 PARTIAL MEZZANINE FRAMING PLAN \ S142 V4" = 1'-0" \ I 1 I { - _ _—_—_— ___L___.__.____ • (E) W16x45 LOW (E) W16x45 LOW (E) W16x45 LOW I(E) W16x45 LOW (E) W16x57 LOW (E) W16x45 LOW I GENERAL MEZZANINE FRAMING NOTES 1 I _ 1 1 t 1___1 1 t _�_� B (E) W12x14 HIGH (E) W8x24 HIGH (E) W8x24 HIGH (E) W8x24 HIGH (E) W12x14 HIGH (E) W12x14 HIGH °'° '� 1 1 I 1 1 1 1 1 I (E)1W16x45 LOW-' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'% 1 1 1 ' (E) 2x6 I (E)!W8x10 HIGH (E) 4x8C, �) A. SEE SHEET 5111 FOR GENERAL STRUCTURAL NOTES. M d �r I V I I I 10 @ 2';0' 9C, TYP 1 4 1 I n '7' I I� M Y- o 1�7 •-- - --• A.3, .°-' ! III x x >- c) x (E) 3x6 x l o I I I I I I (E) 2x6 I I 1 1 I 1 1 11 I �1 1 1 1 1 1 1 1 ° 1 1 1--I ° 1 1 1 1 g) 2'-0" OC TYP I I I I I I I I I V- - , ic " I B. ALL ELEVATIONS SHOWN ARE EXISTING. rn - I Ln o 2 -O OC TYP .--- 1 -. o A.2 11 (E) 4x8" o I I I I I I I I r. ' - : ' ' ' ' I ' 11 I I 1 I 1 I I C. SEE KEY PLAN THIS SHEET. T_-_r- �_—r-- T -_r_-_E -T-� ---_- L ,— - --_ ! _-- ,� LvJ �x LL, L"J , v- �- , , , II - 3 PARTIAL HIGH ROOF FRAMING PLAN •----+----}---i---I----+----�----i---i-4-------• % ---T---- I - I I I I--rT1-r-f-1-17-1 -r-1-1 ,rr-"1-r-rn-rrT1-r-n-Tr 1-I"t-1-177-1-r-1-T�-�, ------- I I I-I - I I — I 1 _' _ A•1 11 11 1 I I I I I I S142 146" = 1'-0" I I I 1 I I I _I I N - -- ----t--_- -_J . 6--.-----------■----:1_------> ------------ ------------+ ---------°----- _ _r__ . — — -- — A _—_ ____ _—_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I ' I I I I I I I I II I I I I I I I I I I 11 I '- ' I I I 1 ' ' I V I I I I-I I_ I I' I _ �: I:T:II: :I: I:L:II:I:I j I—� I I II I ( I (E) W1x26 1 NEW FRAMING, . _ I I -t----1---t-- -I--t- —. 3 I I ( ( ( G SEE© I I GENERAL HIGH ROOF FRAMING NOTES - (E) HIGH DECK l j j I (E) W24x76 I j I I T BRG EL= 125'-0" , , , , , , , , 1 1 1� • I I , r 1 I � 1 24'-0' I 20'-0' 1 22'-0' I 22'-0' I 22'-0' I 22'-0' 1 20'-104' I A. SEE SHEET 5111 FOR GENERAL STRUCTURAL NOTES. i t --1--- -t- -t---I--• (E) HIGH DECK J v' BRG EL= 125'-3" 4.5 4 B. ALL ELEVATIONS SHOWN ARE EXISTING. `- --� 0 K' I 0 0 C. SEE KEY PLAN THIS SHEET. D. FOR ADD'L INFO- SEE Allik c/ILP KEY P LAN ��cr pp0�1°� DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET ekokescill& �,, /� 30 JUNE 2010 06-30-10 BP-3.0 COMPLETE CONSTRUCTION L J Q t� ' J �+trOc�a�eC :r,�'�-y f DRAWN BY WAS H I N GTO N -0345 MR20,0 PARTIAL F O U N OAT I C�p y��7�7 - - - .4 RAN.0,, MAR 11 Structural Engineers �41 Odd �' CHECKED BY __ __ SQUARE PROJECT CODE CONFIGURATION MEZZANINE & HIGH 1000 NICOLLET MALL 2550 University Avenue West Suite 201—S '<,1 �1'Z �..- KMO MINNEAPOLIS, MINNESOTA 55403 .I,Y St. Paul MN 55114 T. ev 9009 SW HALL BLVD 270345 RR iiv PROJECT NUMBER R r� V I N PLANS Telephone: (651) 251-7570 EXPIRES AMU 04-1387-02 TIGARD, OR 97223 path ilename 4!..fo -A' nameofpersonplotting xxxxdatexxxxtimex . © • © 4 M► a S50 S50 50 50 : ,., iii..............._,, ‘, , I I I I I I I ' I f I I I Ir ji ' I I _ _ f HSS 4x4 TYP------ (8 THUS) HSS 6x4 TYP 1 C) I I (5 THUS) f E I f :: s: :.", ,.:, :, c' . I I I I,I . :: .+.1....._ I , , , ___, , . . . . . . ■ ��- / / \ / \ / / \ / '\ 50 / \ / \ / / \ 50 \ / \ / \ \ / \ /: \ / \ / \ \ / \ / �,. / \ / \ \ / \ / 1 - - \ / \ / 4 i I \4 \�,/ \ / ' � , 1 � I 1 I 1 ENTRY ELEVATION 5501 NOT TO SCALE Ark 501 —— (E) CONCRETE WALL PANEL I �/- I I , (E) PLYWOOD ROOF Li J ' 0. (E) STEEL-- j A A.1 A.2 a FRAMING 2' ' w w SEE ARCH T 61/2' FEILD VERIFY I N ---A-...17_ I! f COL I i 111 (E) PURLIN- SEE PLAN I VENEER SEE ARCH PANEL C WALL (E) COLUMN 0 (E) STEEL ,{•' 3 111 501 I HSS6x4 SEE c . r FRAMING '� IV HSS4x4x/$ I } a TYP :OWE STUD w 01 HSS BEAM PER PLAN .40 :OWE OC TYP STEEL BEAM ti, w ` PER PLAN 4' GUSSET PL N s D <TYP -(PEANt'ONCRETE WALL 5' F/O STUD TO CENTERED ON I .------------ i ` /110 HORIZ HSS. TYP r 4 SIDES "1 EDGE OF CONC 2'-6'x2'-6' CONC PIER W/ I SEE ARCH (5)_#5 VERTS EA FACE & .r IC <TYP (E) HSS COL PER PLAN (3) 3 TIES EQ SPA , T„� a .� TYP T/O PIER EL=100'-8' TYP ,6 3 SIDES ' �IAIL A ELEV PER ARCH I r TYP N PL /x5 x0 5 ZED H:NER,EPO:TN+ I E T/0 (E)SLAB • • HSS 4x4x ROD.6x6x DO0-SD HSS B • . • . • . T/0 (E) PIER I I w/ TOP PL AND BOT NASAL SYSTEM tOR APPROVED EL=99'-4'(VERlFY) $ TYP IC 1_61. i END PLATE = FRAMING EQUIVANLENT) 3%Z' EMBED gB © El n111--- (E) PIER TYP CO q? I I a 501 501 EL 98E)0'(VERIFY) • ! ' BENT CAP PL tE) CONC WALL--7 I HSS6x4 (E) HSS 6x6 COL- PANEL i SEE 0 ) GONCFETE TYP D HSS 6x4x�/q I I �� .------------ i i r ALL PArytL DETAIL l _) HSS6x4x% „6or CO (5 THUS) mot-, -(E) FOOTING —ti- 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 DETAIL S501 1/2" = 1'-0" S501 12" = 1'-0" S501 12" = 1'-0" S501 1 12" = 1'-0" S501 V2" = 1'-0" cc 0 w rx a or en z 0 i- o z V) a , Lt) M O 1 I- . CT . ed0Cokesciel �GR�D ''�/Ct-8; DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET `��O 30 JUNE 2010` �G 1 nl��„ �9 Ob-30-10 8P-3.0 COMPLETE CONSTRUCTION -O 3—1'5 MR2Ol O 0 L_ J ° ' Associates •, �� DRAWN BY WASHINGTON ," 0 TARGET'9y �Q �r CHECKED BY _■,,. E PROJECT CODE O R IGURATION FRONT E N T RY DETAIL S S5 01 1000 NICOLLET MALL Structural Engineers ` 71 2 \�, MINNEAPOLIS, MINNESOTA 55403 2550 University Avenue West Suite 201—S /41/14 T gvv K"'o 9009 SW HALL BLVD PROJECT NUMBER 270345 RR St. Paul, MN 55114 Telephone: (651) 251-7570 I EXPIRES /J--L-/ TIGARD, OR 97223 04-1387-02 path ilename '30•-/V nameofpersonplotting xxxxdatexxxxtimex MECHANICAL SYMBOLS HVAC SYMBOLS SYMBOL DESCRIPTION PLUMBING, HVAC, FIRE PROTECTION AND REFRIGERATION PIPE HANGER SCHEDULE TYPE H-1 HANGERS IWATER, WASTE, GAS, RWC, AND FIRE PROTECTION PIPING v LAVATORY (MULTI-STATION NOT SHOWN) PIPE HANGER Sch Sch THREADED GROOVED TYPE L PVC/ DOUBLE LINE DRAWING SIZE SPACING 40 10 LIGHT WALL LIGHT WALL COPPER ABS ROOF DECK ITEM INDICATED REPRESENTATION WATER CLOSET PM01 MECHANICAL INDEX AND DETAILS 1' 8'-0' OR LESS` H-1 H-1 H-1 H-1 H-3 H-1 URINAL PM02 PLUMBING & MECHANICAL SCHEDULES AND RISER DIAGRAMS 12'-0' H-1 H-1 H-1 H-1 N/A N/A �� 11/2' 10'-0' OR LESS' H-1 H-1 H-1 H-1 H-3 H-1 ` DUCT (1st FIGURE-SIDE SHOWN 24x20 SINK PM31 FOOD SERVICE PLUMBING & HVAC PLANS 12'-0' H-1 H-1 H-1 H-1 N/A N/A '77' 2nd FIGURE-SIDE NOT SHOWN) P351 STOCK ROOM PLUMBING PLANS 15'-0' H-1 H-1 N/A H-1 N/A N/A BEYYONDRLiN P1346 UNISTRUT HANGER i< JANITORS SINK 2' 10'-0' OR LESS' H-1 H-1 H-1 H-1 H-3 H-1 OR(2)-1/21 ITW/BUILDEX SAMMYS w P411 CONDENSATE VACUUM PLANS 12'-0' H-1 H-1 H-1 H-1 N/A N/A PURLIN SWG-25-380 'SIDEWINDERS' DUCT SECTION -' 24X12 El ELECTRIC WATER COOLER FOR WOOD. (SUPPLY) P421 CONDENSATE VACUUM DETAILS 15'-O' H-1 H-1 N/A H-1 N/A N/A /e THREADED ROD, MIN. 21/2 9'-0' OR LESS H-1 H-1 H-1 H-1 H-3 H-1 0 HUB DRAIN • 12'-0' H-1 H-1 H-1 H-1 N/A N/A DUCT SECTION �-_ 24X12 �, P431 CONDENSATE VACUUM DETAILS (EXHAUST OR RETURN) FLOOR DRAIN 15'-0' H-1 H-1 N/A H-1 N/A N/A M111 MARKET AREA DEMO AN D HVAC PLANS 3' 10'-0' OR LESS' N/A H-1 H-1 H-1 H-3 H-1 111 ( FLOOR SINK 12 -0 N/A H-1 H-1 H-1 N/A N/A SUPPLY DUCT TURNING 24x12 �� TURNING F111 FIRE PROTECTION PLAN 15'-0' N/A H-3 N/A H-1 N/A N/A TURNING UP OR DOWN UP VA/ ACING ROOF DRAIN SWIVEL RING R111 REFRIGERATION SYSTEM PLAN 4' 4'-0' N/A H-1 N/A H-1 H-3 H-1 8'-0' N/A H-1 N/A H-1 H-3 N/A RETURN OR EXHAUST DUCT TURNING -y I /,�-TURNING o CLEAN OUT REFRIGERATION ROOF PLAN • 10'-O' N/A H-3 N/A H-1 H-3 N/A TURNING UP OR DOWN UP 24x12 �/ DOWN 12'-0' N/A H-3 N/A H-1 N/A N/A L 1I TRENCH DRAIN R401 8141 MARKET CASES SETTING PLAN 15'-0' N/A H-3 , N/A H-1 N/A N/A INCLINED RISE (R) OR DROP (D) 24x20 R R411 MARKET & PARTIAL ROOF PIPING PLANS 6' 4'-0' N/A H-1 N/A H-1 N/A H-1 (ARROW IN DIRECTION OF AIR FLOW) "" to) VENT THROUGH ROOF R421 WALK-IN COOLER & FREEZER PIPING PLAN 8'-0' N/A H-3 N/A H-1 N/A N/A . 1O'-O' N/A H-3 N/A H-1 N/A N/A I WALL HYDRANT/INSIDE HOSE BIBS R501 REFRIGERATION DETAILS 12'-0' N/A H-3 N/A H-1 N/A N/A ECCENTRIC DUCT FITTING + 20x12 24x12 R511 REFRIGERATION DETAILS 15'-O' N/A H-3 N/A H-1 N/A N/A --K51 GAS SHUTOFF VALVE 8' 4'-0' N/A H-3 N/A N/A N/A H-1 R521 REFRIGERATION DETAILS 8'-O' N/A H-3 N/A N/A N/A N/A PRESSURE REGULATOR R601 REFRIGERATION SCHEDULES ----AI---. 10'-O' N/A H-3 N/A N/A N/A N/A 12'-0' N/A H-3 N/A N/A N/A N/A CONCENTRIC DUCT FITTING 20x12 24x12 XX'-X' INVERT ELEVATION TAG R611 REMS CONTROL WIRING PLAN & SCHEDULES •. 15'-0' N/A H-3 N/A N/A N/A N/A -- - �. 10' 4'-0' N/A H-3 N/A N/A N/A H-1 TOP CONNECTION R621 MARKET & WALK-IN CONTROL WIRING PLANS 12'+ 4'-0' N/A H-3 N/A N/A _ N/A H-3 101 BOTTOM CONNECTION •REFER TO SPECIFICATION FOR MAXIMUM ALLOWABLE HANGER SPACING FOR BRANCH DUCT TAKE- OFF 24x12 EXISTING PIPING SYMBOLS TYPE L COPPER AND PVC/ABS PIPING. BALANCING N/A = NOT ALLOWED OR NOT APPLICABLE DUCTWORK MAIN RECTANGULAR \— u DAMPER —I-3I DROP IN DIRECTION OF FLOW SYMBOL DESCRIPTION 12X10'i — —ii- s',� IC-I— RISE IN DIRECTION OF FLOW - EXISTING COLD WATER GENERAL NOTES: � � __ A SHUTOFF VALVE EXISTING HOT WATER A. THIS PIPE HANGER SCHEDULE SHOWS MAXIMUM ALLOWABLE HANGER SPACING BASED ON DAMPER IN HORIZONTAL — — — - v— — — — EXISTING VENT PIPE WEIGHT AND STRUCTURAL CONSTRAINTS. REFER TO SPECIFICATION SECTION 'BASIC OR VERTICAL DUCT DI WAFER CHECK VALVE MECHANICAL MATERIALS AND METHODS' FOR ADDITIONAL PIPE HANGER REQUIREMENTS (REFER TO MECHANICAL SYMBOLS CO EXISTING CONDENSATE PIPING INCLUDING REQUIRED HANGER ROD DIAMETER AND MAXIMUM HANGER SPACING BASED FOR DAMPER TYPES) ON PIPE MATERIAL AND PIPE DIAMETER. N. STRAINER c EXISTING NATURAL GAS B. LOCATE TOP OF PIPE AT 4' MINIMUM BELOW ROOF DECK. C. FIRE PROTECTION SPRINKLER PIPING SUPPORT SHALL COMPLY WITH REQUIREMENTS OF DIFFUSER C0 1; \ STRAINER WITH BLOW DOWN VALVE sl' EXISTING SANITARY WASTE NFPA AND LOCAL CODE AUTHORITIES. DESCRIPTION C: REFERS TO TYPE ■ 12: NECK SIZE (SQ OR RD) D. DO NOT DEVIATE FROM PIPE HANGER DETAILS AS SHOWN. 500: CFM 111111111 UNION E. SEE STRUCTURAL SHEETS FOR ADDITIONAL DETAILS AND INFORMATION. (REFER TO PM02 — SWING CHECK VALVE F. SEE SHEET PM02 FOR SEISMIC DETAILS. FOR DIFFUSER TYPE) EXISTING CONDITION SYMBOLS (DEMO DRAWINGS) SUPPLY, RETURN OR EXHAUST 12x8 COLD WATER REGISTER 200 SYMBOL DESCRIPTION DESCRIPTION H: REFERS TO TYPE -- HOT WATER 12x8s REGISTER SIZE 200: CFM --- RECIRCULATING HOT WATER EX EXISTING PIPE (REFER TO ROOF DECK FOR REGISTER O �� TYPE H-3�� HANGER TYPE) REF REFRIGERANT PIPING CEILING RETURN GRILLE Y VENT PEDENO TES EXISTING M v N z M N DESCRIPTION F: REFERS TO TYPE 24x12: GRILLE SIZE SD STORM DRAIN (BELOW GRADE) o o (REFER TO PM02 24x12 RWC RAINWATER CONDUCTOR (ABOVE GRADE) j '2 HATCHING DENOTES PIPING OR o (E) SUB PURLI ° FOR GRILLE TYPE) EQUIPMENT TO BE REMOVED -- 6 RWC d RAINWATER CONDUCTOR (ABOVE GRADE) :6-If L. TRANSFER GRILLE & CD CONDENSATE DRAIN P134 UNISSTRUT ANGLE W/ DUCTWORK 10 �,24x6 4� (E) PURLIN (2))- 2'#x2 I AG gSCREWS 10 DESCRIPTION DESCRIPTION F: REFGRILLE OSIZE TYPE 4X6 (�� VAC CONDENSATE VACUUM PIPING EXISTING CONDITION SYMBOLS (NEW DRAWINGS) SWG-� SIDEWINDERS FOR WOOD, TYP. TO P �� G NATURAL GAS (REFER o Moe SYMBOL DESCRIPTION FOR GRILLE TYPE) 43; THREADED Mat - - - •GW- - - - GREASE WASTE NUTS AND WASHERS, TYP. TRANSFER GRILLE & _ _ — ' EX EXISTING PIPE TO REMAIN DUCTWORK I cwY— — — • COMBINATION WASTE & VENT DESCRIPTION F: REFERS TO TYPE SW SANITARY WASTE ABOVE FLOOR I � LINETYPE DENOTES EXISTING 24x6: GRILLE SIZE 4a24x6 _ EQUIPMENT/DUCT PENN (REFER TO PM02 - - - SW- - - - SANITARY WASTE BELOW FLOOR 1 --P3001 UNISTRUT FOR GRILLE TYPE) to 4x6 PIPE BREAK ( 'w .i IF I o E pp op � LINEAR SLOT DIFFUSER � CONNECT TO EXISTING OR SYSTEMS FROM= SUBNPURLINNG THREADED ROD WITH BOOT HANGER WITH �, ® OWNER FURNISHED MECHANICAL EQUIPMENT SWIVEL RING DESCRIPTION K: DIFFUSER TYPE SYMBOL 8'X: BOOT NECK SIZE 6'-0' MIN & 10'-0' MAX 1.0's SLOT WIDTH (REFER TO PM02 330: CFM �'4 8't-1.o' ® MECHANICAL EQUIPMENT TAG FOR DIFFUSER TYPE) 30 E:EIE BALANCING DAMPER QUALITY ASSURANCE REVIEW QT THERMOSTAT/TEMPERATURE SENSOR REVIEWED BY: MICHAEL WOEHRLE ©© TEMPERATURE & HUMIDITY SENSOR REVIEWERS PHONE: 763-367-7600 (E) EXISTING EQUIPMENT DATE: 06-28-10 (N) NEW EQUIPMENT REFERENCE ONLY MT APPROVED WITH THIS PERMIT ROD HANGER STRAP HANGER JOIST OR PICAL GENERAL NOTES: BEAM TY _ STEEL ANGLE---) ii A. EXISTING DUCTWORK AND PIPING INDICATED ON PLAN WAS TAKEN FROM EXISTING SCREW STRAP TO DUCT WIDTHS DUCT WIDTHS DUCT.. MINIMUM MECHANICAL PLANS AND FIELD OBSERVATION AND SHALL NOT BE CONSIDERED 36' OR GREATER LESS THAN 36' 1' STRAP LENGTH 100 PERCENT ACCURATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING ON UNDERSIDE SYSTEMS PRIOR TO CONSTRUCTION AND SHALL NOTIFY OSR OF POTENTIAL PRE-PUNCHED CHANNEL OF DUCT. CONFLICTS. SUPPORT FASTENED TO ROOF DECK TOP OR BOTTOM CHORD B. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF DRAWINGS TYPICAL OF JOIST, TYPICAL. NS G . N BE AND ALLOWED SPECIFICATIONS BECAUSE FOR OF CONDITIONS BIDDIN THAT PURPOSES OCCNO UADDITIONAL R DUE TO NOT COMPE BEING SATION M FAILIAR SHALL , C WITH CONTRACT DOCUMENTS. STRAP HANGER I I 'el C. PIPING ABANDONED IN PLACE SHALL BE CAPPED, PLUGGED AND CONCEALED. ROD HANGER OR PLUGGING AND CAPPING SHALL BE DONE IN A MANNER AS TO ALLOW REOPENING STRAP HANGER i AND REUSE LATER. BAND SAME SIZE----------->�''�� D. PATCHING OF PENETRATIONS WHERE PIPING OR DUCTWORK IS REMOVED SHALL BE AS STRAP HANGER v ' ( BY GENERAL CONTRACTOR. 36' MAXIMUM E. CONCRETE CUTS (BY GENERAL CONTRACTOR) SHALL BE STRAIGHT AND CLEAN, DUCT DIAMETER GREATER THAN REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT SURFACE. 36' DUCT DIAMETER PIPE 1 i wthi F. FIELD VERIFY LOCATIONS AND QUANTITY OF EXISTING EQUIPMENT, FIXTURES, :;;•;., DUCTWORK, AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. GENERAL NOTES: ........- ..,.... INSULATION .100:40:... ...... . .... `•':4, �''... °••••'•` G ARRANGE REQUIRED WORK TO KEEP DISRUPTIONS TO STORE OPERATIONS TO A A. REFER TO 'SMACNA HVAC DUCT CONSTRUCTION STANDARDS' FOR HANGER REQUIREMENTS, ;:;:;° °::: %� INCLUDING SIZES OF STRAP HANGERS, ROD HANGERS, STEEL ANGLES, AND FASTENERS. s GALVANIZED , •_ MINIMUM. COORDINATE DISRUPTIONS WITH TARGET OSR AND STORE MANAGER. _; STEEL SHIELD — B. SUPPORT FROM JOIST TOP OR BOTTOM CHORD WITHIN 6' OF PANEL POINT. :` _• C. MAXIMUM LOAD ON ANY PANEL IS 100 IBS, UNLESS APPROVED BY STRUCTURAL —v'/ V:•-„, H. SUBMIT (2) COPIES OF REDLINED AS-BUILT UPDATES. ONE COPY TO BE RETAINED •._�-_ \-teri==` AT STORE. RETURN SECOND COPY TO OSR TO BE FORWARDED TO MECHANICAL ENGINEER. ' =.° -'` ENGINEER. D. LOCATE POINT LOADS A MINIMUM OF 6'-0' FROM ANY OTHER POINT LOAD ON THE HIGHNSITY SAME JOIST. PIPE RING HANGER w''S gL CK ;LEYIS HANGER I. COORDINATE PHASES OF DEMOLITION WITH ARCHITECTURAL DEMOLITION PLANS. S E SPECIFICATIONS J. PROVIDE OSR AND TARGET FACILITIES MANAGEMENT FIRST RIGHT OF REFUSAL 3 DUCT HANGER DETAILS 2 INSULATED PIPE AT HANGER DETAIL ON EQUIPMENT TO BE REMOVED. PM01 NOT TO SCALE PM01 NOT TO SCALE • DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET ,op PROFFs,, 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION \' �v��,� 1 N 20�jo,� DRAWN BY WAS H I N GTO N T—0345 MR2010 0 TA RGELug 13,820 JRB MAR11 MECHANICAL INDEX & Nelson—Rudie & Assoc., Inc. I /�/`,�. ` / CHECKED BY SQUARE PROJECT CODE CONFIGURATION 1000 NICOLLET MALL 9100 49th Avenue North * a� MINNEAPOLIS, MINNESOTA 55403 Nililli\ Minneapolis,MN 55428 5, T 17 , SFR D ETAILS Tel: (763)367-7600 Corr F �p� 9009 SW HALL BLVD 270345 RR Fax: (763)367-7601 DATE EXP: TIGARD, OR 97223 06-30-10 12-31-10 I I N nnAc \nie Lei I • . e' MA A �nr» nnAc ni i no a iKi nrnn 14.410 EQUIPMENT RESPONSIBILITY MATRIX FURNISH WIRE DEVICE FURNISH & DELIVERY EMS TESTING & SPECIFIED FURNISH INSTALL ELECTRICAL EQUIPMENT FURNISH INSTALL EMS CABLE CONTROL TO CONTROL SMOKE INSTALL SCHEDULE CONTROL BALANCING EQUIPMENT: MFR.: BY: BY: CONNECTION: START UP: EMS CABLE: EMS CABLE: TERMINATION: CONTACTOR: CONTACTOR: DETECTOR: SPACE SENSOR: COORDINATION: HARDWARE: OF EQUIPMENT: WATER HEATER PLBG PLBG NOT NOT NOT NOT NOT NOT NOT NOT NOT WH-3 A. 0. SMITH CONTR CONTR ELEC PLBG CONTR APPLICABLE APPLICABLE APPLICABLE APPLICABLE APPLICABLE APPLICABLE APPLICABLE PLBG CONTR APPLICABLE REQUIRED VACUUM PUMP ACORN 0 PLBG REFR TO REFR TO REFR TO NOT NOT NOT NOT NOT CV-1 VACUUM, INC. OWNER CONTR ELEC PLBG CONTR REFRIG DWGS REFRIG DWGS REFRIG DWGS REQUIRED REQUIRED REQUIRED REQUIRED PLBG CONTR REQUIRED 1 NOT USED PLBG CONTR 'MO NOT TO SCALE ^./-11/2' 1. TARGET OWNERS SITE REPRESENTATIVE TO CONTACT TEST AND BALANCE CONTRACTOR ASSIGNED TO STORE TO SCHEDULE BALANCING OF MECHANICAL SYSTEMS A MINIMUM TWO WEEKS PRIOR TO BALANCING. `.V, [4' V.T.R. 2. TARGET OWNERS SITE REPRESENTATIVE TO CONTACT OWNERS ENERGY MANAGEMENT SYSTEM (EMS) CONTRACTOR TO VERIFY LENGTHS OF EMS CABLE REQUIRED. REMODEL PROJECTS WITH LIMITED SCOPE OF WORK WILL NOT HAVE EMS TECHNICIAN ON-SITE, EMS VENDOR ' PROVIDES SHOP DRAWINGS AND TELEPHONE SUPPORT FOR ELECTRICAL CONTRACTOR WHO PULLS AND TERMINATES EMS CABLE, MOUNTS EMS SENSORS, AND CONTACTS EMS VENDOR TO VERIFY NEW EQUIPMENT OPERATION. c . , Iii `■ ■ . , •1 • „ ' 2' ' CO D- I l. i �y , /2 ® r ` ' 4 �4� �� 5 U 16 ,• -'..'2' "2' -' � ' GRILLES REGISTERS & DIFFUSERS SCHEDULE DOWNER NT SYMBOL �TYPICA FF VALVES, <, ,♦ •5 .0°C.4. p_�, PRICE VOLUME eee ' a },--' � - <' . ♦40,• � �`^T 0 TYPE SERVICE INDUSTRIES DAMPER FRAME FINISH MATERIAL REMARKS ,, , t"3 MODEL NO ® 1142' 't►--2' " CEILING WHITE C DIFFUSER SCD C ENAMEL STEEL 24'x24' MODULAR FULL-FACE DIFFUSER WITH ROUND NECK ill 4 t� '��4' CO �� RETURN/ Q ENAMEL ALUMINUM SEE PLAN FOR FACE SIZE; 1/2' x1/2' xl/' EGGCRATE GRID. ' WI ®Q io F TRANSFER 80 CORE AVAILABLE FACE SIZES ARE 24'x6', 24'x12', 24'x24', & 24'x48'. GRILLE ©Wir tau D � WHITE 24'x6' FACE; �'4' BLADE SPACING, SINGLE DEFLECTION, 2' N SUPPLY 510D l ' 1 ENAMEL STEEL WITH BLADES PARALLEL TO THE SHORT DIMENSION. © m REGISTER BLADE ANGLE IS FIXED AT 22.5 DEC. BACKFLOW 1 Li 6A M PREVENTER ALL GRILLES, REGISTERS, & DIFFUSERS ARE FURNISHED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. QUANTITIES, SIZES AND DELIVERY DATES SHALL BE COORDINATED THROUGH THE TARGET REPRESENTATIVE AT 800-279-4087. IT PROVIDE LAY-IN FRAME TYPE. 2 STOCKROOM WATER RISER 3 STOCKROOM WASTE & VENT RISER 'MO REF: 2/P351 NOT TO SCALE 'MO REF: 1/P351, 2/P351 NOT TO SCALE FD FLOOR & ROOF DRAIN SCHEDULE ROOF DECK P j34 .11UN AwTBUREWS TQ Y ROOF DECK P134 UNISTRUT ANGLE W/ Rtt�iJ AR , ILDEX S DRAIN SERVICE WASTE VENT MODEL NO REMARKS (2)-i '1x2' LAG SCREWS Tp SWG-2�-380 SIDEWINDERS FOR WOOD. TYP. NO AND TYPE PEJR� �R ITW BULIL EEXX SQMMYS SWG��-380 SIDEWINDERS FOR W000, TYP. FD-1 GENERAL DRAIN 2', 3' OR 4' 11/2' OR 2' JOSAM ROUND STRAINER)9 X n Z A 30000-7A Q HALF- GRATE, INTERNAL DOME STRAINER. DO NOT SLOPE FLOOR TO DRAIN. Z FD-2 FLOOR SINK 3' OR 4' 1%2' OR 2' JOSAM SEE DETAIL 6/P351. c a_ 49300-LF-NB �� // 22 A gg EE o 0 �- O \ O OO PURLiN�xpR' ITW BULDEX SAMMYS (E) SUB PURLI ,� SWG-2�-380 SIDEWINDERS 0 O (E) SUB PURLI \ A— FOR WOOD, TYP. 'v A LONGITUDINAL BRACE Z SEE SCHEDULE (2)-1 '1x2' LAG SCREWS TO Q - ADD VERTICAL ANGLE FROM PURLIN Pgw22 _�ITWg10 WINDERS AMMYS �---- SCHEDULE WHEN ROD GREATER Apr,F0 WOD. TYP. THAN MAXIMUM ALLOWED ROD HANGER & HANGER ROD AND ANGLE VERTICAL ANGLE (E) PURLIN SEE SCHEDULE IP /1 GROOVE WELD - - BEAM ATTACHMENT 1' LONG/24' OC NO" — — — - %1' FILLET WELD DIAGONAL BRACE — - - FOR PIPE SIZE SEE SCHEDULE WH WATER H EATER S C H E D U L E SEE SCHEDULE ; I __ _11_ rm — — — — I PIPE CLAMP ; COPE LEG OF ANGLE PIPE SIZE - SEE SCHEDULE a NO AREA LOCATION MFR AND TEMP RISE GAL/HR GAL V/PH INPUT REMARKS /' — — — -- — SERVED MODEL NO MAX F RECOVERY STORAGE HANGER ROD CLIP / DRY PRODUCE ROOM A.O. SMITH ELEC HEATING // I LONGITUDINAL BRACING AT 80'-0' OC MAX., UNLESS OTHERWISE NOTED. WH-3 LABELING 185 ECS-30 80 23 30 208/11 ELEMENTS Q (2) 3000 WATT THIS BRACING DETAIL APPLIES ONLY FOR COLD WATER PIPE & GAS PIPE WHERE NOTE: MOVEMENT OF THE PIPE DUE TO TEMPERATURE DIFFERENTIAL IS NEGLIGIBLE. INSTALL TRANSVERSE PIPING XC E INGC30 E WHEN THERMAL EXPANSION OR CONTRACTION IS INVOLVED, PROVIDE LONGITUDINAL BRACES 1 ELEMENTS TO BE FACTORY WIRED FOR SIMULTANEOUS OPERATION. ALL INTERIOR PIPING EXCEEDING 30 FEET AT ANCHOR POINTS. THE LONGITUDINAL BRACES AND THE CONNECTIONS MUST BE CAPABLE OF IN LENGTH. MAX SPACING IS 40 FEET OC. RESISTING THE FORCE INDUCED BY EXPANSION AND CONTRACTION. ' 4 TRANSVERSE PIPE BRACING 5 LONGITUDINAL PIPE BRACING FOOD SERVICE EQUIPMENT SCHEDULE LEGEND: ® FOOD SERVICE FIXTURE w PM0 NOT TO SCALE 'MO NOT TO SCALE NUMBER FIXTURE WASTE WATER ROUGH-IN IGHT R REMARKS NO TYPE DIRECT INDIR VENT FCW-F CW HW AFF • 0066 CAPPUCCINO MACHINE I/2' 1/2 EXTEND INDIRECT WASTE TO FLOOR SINK. RELOCATE EXISTING EQUIPMENT, EXISTING BACKFLOW PREVENTER. 0192 COFFEE BREWER 1/2 RELOCATE EXISTING EQUIPMENT 21' EXISTING BACKFLOW PREVENTER. PIPE BRACING SCHEDULE ROOF 3/1' U-BOLT FS- 0492 HAND SINK 1 2' --- 1 1/2' 18' SEE DETAILS 4/P351 AND 5/P351. --- /2' 1/2' 21' PIPE HANGER DIAGONAL BRACE LONGITUDINAL TOP CONN OF ROD MAXIMUM PIPE RISER SIZE TYPE &/OR VERTICAL BRACE DIAG & LONG SIZE LENGTH FS- --- "-- --- SEE DETAILS 4/P351 AND 5/P351 0496 EYEWASH --- 1/2' 1/2' ANGLE ANGLES FOR RODS 21/2'x2'x3/16 ' ANGLE, ___ UP TO CLEVIS 2')(2'X16 GA 2%2')(21/2'X16 GA 1/2' LAG BOLT 1/2'1 25' / LONG LEG VERTICAL FS- BEVERAGE t2� 4' _---... _�=_.a. =_�, _---�...-.-.-a.___. INDIRECT WASTE TO FLOOR SINK. 0540 DISPENSER --- RELOCATE EXISTING EQUIPMENT ` ` BRACE, COPE LEG OF ANGLE RELOCATE EXISTING EQUIPMENT 2%2' CLEVIS 2')(2'X16 GA 2%2')(21/2'X16 GA �4' MACH BOLT %2'1 25' ' FS- --- --- _ 0542 CARBONATOR I/2, ___ ___ 24' EXISTING BACKFLOW PREVENTER. �.� N 3' CLEVIS 2')(2'X16 GA 2%2')(21/2'X16 GA 74' MACH BOLT %2'1 25' FOUR-WAY BRACE - SEE 10 i��i (TYPICAL) ABLE AROUND FS- 'ICEE' BEVERAGE -"- 1' --- INDIRECT WASTE TO FLOOR SINK. 31/2' CLEVIS 2')(2'X16 GA 2%2')(21/2'X16 GA i (PIPE MUST ROTATE -Mp 0571 MACHINE ___ 1 ' ___ PRt1VIDEBACICFLOW PREVENTER ON COI.O 1�ATER"LINE"ASSE T027 EQUAL TO WATTS frtODEL �4 MACH BOLT /21 25' __1____— WITHIN BRACE) 3/x'1 EXPANSION ANCHOR /2 24' SD-3. FINAL COLD WATER CONNECTION BY MANUFACTURER. FLEXIBLE COUPLING OR (TYPICAL) FS_ --- %2' --- INDIRECT WASTE TO FLOOR SINK. 4' CLEVIS 2')(2'X16 GA 2%2'X21/2'X16 GA Y4' MACH BOLT %'1 31' 'VICTAULIC' TYPE COUPLING ..� ICE MAKER ' 0680 I ___ ___ 5` CLEVIS 2')(2'X16 GA 21/211X21/21X16 GA S ' RISER(S) a p � I-4' I ,..�,... 4 4 p /2 24' RELOCATE EXISTING EQUIPMENT EXISTING BACKFLOW PREVENTER. Y4 MACH BOLT 4a 31 r� WALL ^ '\ 1 i/2' 30' INDIRECT WASTE TO OUTLET BOX STANDPIPE 1 SLEEVE ^N�aoa'� � �a � �� -� pao �- FS- 0788 DISHWASHER 142, 8' "-WITFf1NTERNAL-130tYSTER-HEATER 6' CLEVIS 21/2'X2%2'X16 GA 2%2'X21/2'X16 GA Y4' MACH BOLT Y410 37' FLOOR a N ~ �� D 4 N ti� WITH PRESSURE REDUCING VALVE C INLET SET a 20 PSI NOTE: NOTES: 8' CLEVIS 21/2')(21/2'X12 GA 21/2')(21/2'X12 GA 7 3�4' MACH BOLT 741'1 43' PROVIDE AT ALL SPRINKLER RISERS, • FCW-F = FILTERED COLD WATER (FOOD SERVICE FILTER) DOMESTIC WATER MAIN RISER, AND NOTES:1. SCHEDULE APPLIES TO WATER (& SPRINKLER) PIPES 2' AND LARGER RAINWATER CONDUCTORS. 2. SCHEDULE APPLIES TO FUEL (GAS) PIPES 1' AND LARGER 6 PIPE BRACING SCHEDULE 7 FOUR—WAY BRACE ELEVATION 8 FOUR—WAY BRACE LA IIII PLUMBING FIXTURE SCHEDULE III 'MO NOT TO SCALE 'MO NOT TO SCALE 'MO NOT TO SCALE FIXT TYPE WASTE VENT CW HW FURNISHED BY FLOW REMARKS NO CONTR OWNER GPM CONDENSATE VACUUM DISCHARGE RECEPTOR F-6A JANITORS SINK 3' 11/2' --- --- X ___ NO FAUCET PROVIDED AT THIS FIXTURE COLD WATER —17 SUPPLY STUD WALL OR BLOCKING. HOT WATER SHEET ROCK SUPPLY • I THE PIPE SIZE INFORMATION SHOWN IN THIS SCHEDULE IS INTENDED TO BE THE RUN-OUT OR BRANCH PIPE TO THE FIXTURE IT IS NOT THE ACTUAL PIPE ^� WATER HEATER f CONNECTION SIZE ON THE FIXTURE. FOR ACTUAL PIPE SIZE AT THE FIXTURE, CONSULT THE PRODUCT CUT SHEET. (2) *12-14 TEK PER SERA' SEE 10 REFERENCE NCE ONLY • RIGID INSULATION L LUE 2 'MO APPROVED WITH THIS PER INSULATION TO WALL. ..... ' (2) 2' x 20 GAUGE STRAPS WATER HEATER MOUNTED ON 3' WATER HEATER HIGH STEEL RING NOTE; STRAP WATER HEATER TO WALL WITHIN UPPER ONE-THIRD AND LOWER ONE-THIRD OF UNIT TO RESIST HORIZONTAL ` DISPLACEMENT. MAINTAIN A MINIMUM 4' CLEARANCE BETWEEN FLOOR/PLATFORM MOUNTEQ STRAPS AND UNIT CONTROLS. 9 WATER HEATER BRACING to WATER HEATER BRACING 'MO2 NOT TO SCALE PM0 NOT TO SCALE DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET �_ o PROFESS, 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION �c�� ' j NFF j0ti DRAWN BY T-0345 MR2010 PLUMBING & MECH . WASHINGTON 0 T R 13,820 JRB Nelson-Rudie & Assoc., Inc. ■/ /fir elf / ` CHECKED BY SQUARE PROJECT CODE MAR CONFIGURATION SCHEDULES & RISER PM02 1000 NICOLLET MALL 9100 49th Avenue North A SFA 0,\ MINNEAPOLIS, MINNESOTA 55403 NRA Minneapolis,MN 55428 Sc • 17 , SFR Tel: (763)367-7600 °Tr F . NC) 9009 SW HALL BLVD 270345 RR D I AG RAM S Fox: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 \ v / — - / ,_\ xi,- -- - .I 1-1r1n AC 1A/A 1A/- .1-• - - ∎ _ - r I•1 A /^A t'11 nn 4 C _ --nn .I. nA II IAN #I1P\ 1A An DEMOLITION GENERAL NOTES: NEW WORK GENERAL NOTES: ' ' A. F ,, A. AL LIE BY OWNER OR EXISTING & - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - -1_ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ - - - - - _ _ __ - - __ __ _ :,_ - - - - - - - - - - - - - - - - - _ _._ _ .:� _ ._ _ „ _ _ H _ _ _ _..: _ _ 7_._ _I._,_ .`. - -. -._ _ _... - '-:= - - - - - -H. ALL EXISTING DUCTWORK INDICATED ON PLAN WAS TAKEN FROM FOOD SERVICE EQUIPMENT IS SUPPLIED 0 ' --�— - __ " ` "- t , R FIELD OBSERVATION AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO ARCHITECTURAL PLANS EXISTING MECHANICAL PLANS AND/0 I I I I 1 I 1 I I - ,^ ,r �=_=1- /` y A AND FOOD SERVICE EQUIPMENT PLAN FOR EQUIPMENT LOCATIONS AND r 11 ,r r r 11 r T 1 r -I 1 1� 'r , 1 r -`� NSIDERED 100 . CCURATE. THE CONTRACTOR SHALL ' : 1 _ +_ I _ I 1 _ �_ # `t i :,.....7...-_-- + % - < VERIFY Y LOCATIONOOF ALL EXISTING SYSTEMS PRIOR TO CONSTRUCTION AND ADDITIONAL INFORMATION. I _—11-- , _-_- , _-_- 1 - ♦, - - , SHALL NOTIFY THE OSR OF ANY POTENTIAL CONFLICTS.1 U ♦ 1 # -1 1 - -r 1 r , r " �' 1 i , B. PITCH VENT PIPING AT yg' PER FOOT TO DRAIN BACK TO WASTE PIPE.tr= 1 iir c 1tr fir 1I Ii l ) r `1 i i '` I 1 '` ) ° J�=_z'�- ,� ' _ J' n 0 Q Q © Q © Q © \ �c ,;; -{ �; -I _ _ " , B. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL C MEN N IN ICATED ARE TO BE VERIFIED WITH OWNER'S REPRESENTATIVE �� ff , !�! _ ,: ; .♦ - - - , . _ 1i DRAWINGS SPECIFICATIONS & EXISTING CONDITIONS FOR BIDDING PURPOSES. 01 SIO S 0 O I _ :\.:.w..�' I , SEATING . 3 6 r & ADJUSTED AS REQUIRED BY EQUIPMENT OR FIELD CONDITIONS. — NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS I \: I ®® It THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS D. PITCH UNDERFLOOR SANITARY WASTE & STORM PIPING 4' & GREATER \ AT N 4 I ' I - - I I i68i i ' i i1 KNOWLEDGE. AT %8' PER FOOT. PITCH ALL OTHER WASTE PIPING AT 1/4' PER FOOT. \ S E I G 5 I ® '`8 1 9 I I �� r' I r` r �1 '`" 1 �? '` `t 'I C. PATCH ALL PENETRATIONS WHERE PIPING OR DUCTWORK IS REMOVED.! j ♦, " . i i 'N r t I \„ i • ,{ E. WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR SHALL BE - \ ; - < , ' PATCHING SHALL BE BY GENERAL CONTRACTOR. 2' MI IMUM. ■ — -= 1 " " , 7!I r* y 1 D. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, F. FIELD VERIFY LOCATION AND INVERTS OF EXISTING UTILITIES. e. � _ M 1 - ,_ :'' iz : ' i : == --, ,t-:•* I ; 1v - / ' FIXTURES AND DUCTWORK NECESSARY TO COMPLETE SCOPE OF WORK. Io I I n�, �'' _ 1�1 ' ! '. t®, — �4 — d s 1 - - -, ) �'^ , 11- - 1 -- • '` - i^ G REFER TO FOOD SERVICE EQUIPMENT SCHEDULE ON PM02 FOR INDIVIDUAL re ❑o-�- �` M� _ _ hr L� __ .{ '. .,�^^--. ��.�.�. �..�.�..�-. � s ii � „ 1,r#I < r �� - '` INDICATED TO BE REMOVED REMOVED EQUIPMENT TO BRANCH PIPE SIZES TO FIXTURES AND ROUGH-IN REQUIREMENTS.- - - , �' 4 ;;:> k � � - - !!' -�- �; � �✓ � OR. P ERIFY CEILING LAYOUT PRIOR TO FABRICATING DUCT RUNS AND DROPS 1 j �� # 1 �-^-�a 1 ; : - - - BE DISPOSED OF BY CONTRACT PROVIDE OSR & H. V `� 1 �> � `~' � ' 1 >` � '"' ��''`:�.:`Y;,`� � REFUSAL ON REMOVED EQUIPMENT. PROVIDE OSR & TARGET L SEE SHEET PM02 FOR GRILLES REGISTERS AND DIFFUSERS SCHEDULE �� : ► , ( �; ', '\\*� I I 1 - 1 I I ._°� FACILITIES MANAGEMENT FIRST RIGHT OF REFUSAL ON 1 ' , IID A '; ' `� 1 ' , ''' it ,..:.• i J. SEE DUCT HANGER DETAILS. c� � ��, ,, 1 ( ,� I �,�i�� r�, ��\, � /�. ,�,� r ,'i� � �� L. DEMO'D EQUIPMENT. EE SHEET PM01 FOR TYPICAL PIPE AND /',/ ` / _ 8 a = r _,_ _ _ _ s..a.. f"�I 11 . K. SEE SHEET PM02 FOR SEISMIC DETAILS.(; — n ;© ,4,, ' z o .(; = . - T - - - - : ::.. .:. t ? F. :i..---INDICATES EXISTING CONDITIONS.\.�` // II© ( \� , \ \` JI` V{� i` r i_ i_ .,#I i / �C 1 1 r \� �. ,'' s E t-?1_ i -t _I , L,J L-J '# I !T"`- , - , { { I 2 4 6` � � ' ' I { r�, � '` I��ti E 1 � ' ' ".._ __.n " ' " ' (f ' ' !' TYPICAL TEXT OF EXISTING CONDITIONS. CONTRACTOR NEW WORK KEYNOTES: �,. '`'` � �., - � __C� = 1 1j r z<,.,:, ' I E i. �►" 1I _ 1 11 - Ilt i E I' Ii 1 I 11y. ..t r �1 . ; t . I C.t . --�1 �'7 f�� I r !' RTU i' I i I,r __ ;,-` ;.�`._ I.' Wk I ��......... " G` ; .- 2 /*:,‹\\ /0 r\ = 1' I' I x,l"l II " I i I . . L.,'11... _._.._.. f._.. G. ARRANGE ALL REQUIRED WORK TO KEEP DISRUPTIONS TO STORE OPERATIONS k r - ' .-.,;�;., / �('`,;. , , � ., ri � •>, � + r � - •�-'- •�•• -- --�"•--��- - - _�• TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH TARGET OSR AND C CONNECT TO EXISTING PIPING. VERIFY LOCATION. I IV V I; , 1 ( .. 1 W. �' '; '; I ' ' ' :1_ _► i,, I i # {' ' STORE MANAGER. \ „' 1., 1; , 1 �, I -.,i! *• ,y�` v' _, 1., 1; 1 i L i -- • ; w j # . 3 i/2' HOT WATER, 1i/2' VENT, AND t/2' COLD WATER GOWN. T OF REDLINED AS-BUILT UPDATES. ONE COPY TO BE ' i; \-`1.: 1 ♦ >� , , 1;1-,-,J., 1 1 �.._ I, _:._.:.-.::_._. i j H. SUBMIT (2) COPIES 0 DL D S / 11 , 11 --,'-., �,,, ;',J\ ,'1 ,11 J 1 , `-5 t"°'-. -- -i(4' r is RETAINED AT THE STORE. RETURN SECOND COPY TO THE OSR TO BE ate;. / 1; 1 '' ■/ 1� n „.?-',,s `�, 1 1 t �, :' { FORWARDED TO THE MECHANICAL ENGINEER. C /2 HOT WATER DOWN TO DISHWASHER. • t J7 I, Mil I ;r ! ,, i. ' i ! 1 i, ; I. CONTRACTOR SHALL COORDINATE ALL PHASES OF DEMOLITION WITH 1 • i 1 I 1 i ;.:'. — -I ” 1 I ' 1:i 1'i_ _ I 1 �.._ _ _ _ 5 1/2 VENT DOWN•1; Ir , � .�_:-._..__T�:-._._ '�Ir._ _.._._ _. _ _ _ _ ARCHITECTURAL DEMOLITION PLANS. ` I;I J l ' 1 ' t ' 4a ' r.i1:1 i it ! .'t, I 1 ! � - \ r � - , ii # ' A I E {: p ,I 1 ' ��... (.» ... . .»».« ». .,1 i L _ _ 1 I , ` , I 1 • {: c c c I ,. _..._ n :, I .._ _ ,k- __.,a.{ .: ;,. .:_.,_r€ L .�.:.� -.� .._ _ OATEY WALL OUTLET BOX MODEL 38928 FOR DISHWASHER STANDPIPE. • 1;I ;1,;.:1 ( ` J , , .......... /y i{ ®978; I _. n ' j* ,�'1'.. - I i i.. . ,I .t, I 1 ©© I° MOUNT CENTER OF WALL OUTLET BOX AT 30' AFF. „„ I , r j: -I # , DEMOLITION KEY NOTES: • _ - --- 'fir`(, _ TRY EWER — — — — — — — — — — — — — — - — - .._ - .....� ......,.. -y......- ... ...,- - — - — - — — - — - — - — - — - — - — - — - — - — - — - — INSTALL CAST IRON PIPE FROM WALL OUTLET BOX TO 3' SANITARY S ` ` ` ' g " ' SINK TO BE REMOVED. CAP WALL. REMOVE INDIRECT I ' . MAIN DUE TO HIGH TEMPERATURE DISHWASHER DISCHARGE WATER. NO - - rI 2' 1 A ER PIPING IN 1 I , I I r© 5'/ , I .. ( ' I WASTE PIPING TO FLOOR SINK.T PLASTIC PIPE. ral 12 ICEE MACHINE TO BE REMOVED. (� 17-3 R• OUTE INDIRECT WASTE PIPING TO EXISITNG FLOOR SINK. • • • • i " TO BEFRELOCATED.ATHEDOTHER SETC IS TO BE REMOVED. COORDINATE [ CARBONATOR MOUNTED BELOW COUNTER. WITH OWNER WHICH IS TO BE REUSED. F6I `' I CAPPUCCINO DISPENSER TO BE RELOCATED. INSTALL PIPING BELOW COUNTER. COORDINATE LOCATION OF 10 PRE-DRILLED HOLES IN COUNTERTOP FOR CONNECTION TO EQUIPMENT. 1 FOOD SERVICE UNDERFLOOR PLUMBING DEMO PLAN 2 FOOD SERVICE UNDERFLOOR PLUMBING PLAN 5 COFFEE BREWER TO BE RELOCATED. CAP FCW PIPING UNDER COUNTER. 11 AT, WATER REOUCECTOF B' ARE UNR.. INSTALL SHUTOFF VALVE IN CABINET PM3 316"= 1'-0" PM31 3'16"= 1'-0" 6 EXISTING WATER FILTER TO REMAIN. 12 Y ' FCW WATER TO CAPPUCCINO MACHINE. INSTALL %' COMPRESSION BR % AIDED STAINLESS STEEL HOSE TO CAPPUCCINO MACHINE WATER INLET. I 711 REMOVE CW AND FCW PIPING BACK AT FLOOR PENETRATION. CAP 13 MODIFY EXISITNG DUCTWORK AS REQUIRED FOR NEW CEILING. CONNECT NEW I' PIPES FOR FUTURE USE. RETURN AIR GRILLE TO DUCTWORK. F3- REMOVE FLOOR SINK. CAP WASTE PIPING BELOW FLOOR. 14 EXISITNG 1/2' FCW RELOCATE EXISTING BACKFLOW PREVENTER. 1 [11 FLOOR SINK TO REMAIN AND BE REUSED. 15 E• XTEND 1/2' CW TO ICEE MACHINE. PROVIDE NEW BACKFLOW PREVENTER. ( i I I 10 REMOVE EXISTING RETURN AIR GRILLE. 171-6- E• XTEND 1/2' CW TO CARBONATOR. 1 1 i 1 I 1 1 1 ,i _'I-. ;i = -1 DI i- — -- ,r• �; _-1- R i 1 I = -1'r , r" ' . /f\ -, . , a r _I !C Ii- 1I ) I I1 if ' Ii II _1 ,r- 1 I �' C Ii 'i /,.._ _ _< \ l.... . . , , . _ _ ,0 r---/ . c i 11(a c c = l�f {� 1I: ' .,\N )., I I+ ji , I I '+ i , I j 1+ j' ,'�_ J��__'�- ,i '\ \\n I J^I 1= ii \ ■ .!/''N��) ,`� �,' E16 ®vor ®® 8 t3 ATING : i 36 �� ' �` � ' /\� I i I — � �._.: ® 8 1 ® 8 I 11 \ SEATING : 54 *06. ' �► i 11 I © I 1��1 I'r� r -I r I �•, ir 4 2 i ", i r !1 \,. ./ 1E y r r / - it II Ilk l I ( ( 11111 © `© ■- _. `' .r r.rriI C t I _ _.i iii ( Ir1j n I ♦, \ „ it•Jlt[ I 7 1 711 ■Ai: 741641:014 �_s-; IID I — I#Ir - 1 bi r i` d 4� 1 ict7 s 1/ :g:s , i irs. `4,)!dl �i .E�P!�!�f T 111 11-1 .� I I T Al -I r- 1 iL II© 1 ` ,;/� r;„; ��l ,j q 1-t-:=---.7 ":. ... - _ PR.. , . 't _ i i 101 '111— �1� 1 - - 2:/„.:7/xlE,j )// / ',i `\' 1• /;� © u D 1 y r^��`♦ rr',r `(\c ? � /�,♦. 1 i 1#I ��:r.�xrf i i II / ` 2 MCI �� r T i I i 1 ! \� 1 { ri , eI , jE :4- ` - Ali( ! ./ r-,,•• / ' .. 111 r i ��, �� \ ► tZtr- � - I 1 , t- -trl-1 I 1, - �1 r 1 r�� a d_ .# w 6 r 1 1 1 1 -1 ,\ r \ E I 91 1i f W ��r °i=r rrh 1 11 i#' i ! / <-) L _= r/ i . / \\ # 1 1 1 I i Ir r ,3 1 (�.� /� 1 i � ♦�i� _ \ Ei11 Ii�l I tL - - I, , j 1''•` 1 11 y ♦� ,� L -1 i 1 � / 11lr #n�' ,..:.d`M-1 \ r 11 , i I i-.:,:-. r/ r- - - - ,\ I i I� _ �) I J + #�I ( ; Y, �� t J - r Z� i �Mir�L __C11 ~ Ir��T ( 1 1 % %,- - - - ii _ 11�-'-x11mi / � '�\\�/\,�`\` /� - - - - � xtlryl , I:� - ' '_ _ _ _1' { -� / . .. .� II�,� ® r r�� n_ 0'11 I 1 C.1 _ � Il-I� r II , ' D�E��1 _ a ri ,, 1 1� r r \+:/17/:":4;:9:1-,:a -'- - - I I / ' // I1 l=_ ,# r ri/ i I I If I I 7..'' ,/i I , ' M I ._ � '� r - ;i' (/2� I I i- -ttl , _� i1 1 ! i Iir ©II D '` ,/, '/ 4 1I i # 1 �� I I 1 i 1 n ;/ (~,� ,' ® © I I ..---t�-_-;'� _-ter k' E - i t J 1 , i , N , \ i ' IL [) #_, _, ( I�� / • �� I I I `♦I \ / \, l 'I ' y -- IUI I . C i I I 1 : : II 11 1 ' IU ! r _ { I ! / I " i�.' . lvi l" - ' i ) jl. J ti: L � 2 1-1 y li - - - #_ _1 ( ■ I IIIII V 1 1 1 , rl i I �`�., �� Iii 1 1 E r r i_ i �1- ` �i /1p ' e { !: HA.t , • : ! l, 1 I '�,� , I r._. E _.._. rt _ _. tt t-I t 1 i ,, , � ' � � �_ ^ tf L- - 1 1 - - - � .:21..1. .1:1.17.11... } ri_ i` i £ --72-7.4.-L ' •) e a ' - -=.i=i- - - - - - I- E i 1i - -'- H �_- - 1-I_ , _ v-r `I Ii ® j it : H t - ?-r #1# '- - , ` r" # 1 1 1 1 r 1- 1, ��e411 , 'i......- _•, 11 178' j -1 iii !.,,.1 ..'.l 1 1 1 ' . — -#-i — — — — — — -#» -I-, — — — — — — — — — B B ' t 6 1 $ 1 I I 7 6 4 {/2' A, 2 1)/2 1 1 • © 0 • 0 0 3 FOOD SERVICE ABOVE FLOOR PLUMBING DEMO PLAN 4 FOOD SERVICE ABOVE FLOOR PLUMBING PLAN PM3 3'16"= 1'-0" PM3 3'16"= 1'-0" . 1 1 i 1 1 1 1 1 I . 'RL* U Qur� Qur i _ �1r r ■I 1 I — I 1 /\• I I —1 24x24 SEATING : 54 I ,� I • } _ _ , _ :LuI I — ■ II ; I�' :s. ■ / \ , N APPROVED WITH THIS PERMIT / /07<'' ' _ _ war r; I `�� .., , (7- -.4- — —__, r —I— MI . I :: • .,� .;.,,� IID �� r' 1 - - I • jj` \ /// ;;%/O U- J \ mi ' //// / \\ / \,►\� : I I I I I I I I I I I I I••i �i C. / am.:em/ /�/ °�� ' m \ ' —I I / , \\i \ (� I — — -� I o- _ .. � n yf �i �I — — — -4 ._ \ r ,� -t —�$ I I I 1 I 1 I 1 :r: ::: 1 ,.,,//' 'w 11 , 111 0 > 1 I 1 1 — J� r .I ,� 1 _IJ I I I I I I I I I1 ,": ::',. 11 Ott 0 , 1 J � Ltp�� ii'► ��• III• �► C I 111 �I 1 II (I o - - - - - - - - - I g IEI "" I 1 I - -- - II , I' I III' I 1 ii( I � � I I I I I I • r t " - � Y _ I i 1 i i i i I • 0 0 • 0 0 I I I I I I I 7 .3- - T - — - T - — - T - — T - — - T - -*--7-----7- -5 FOOD SERVICE HVAC DEMO PLAN °_ of + _ , # I ' I - -.�.._`"�I _r 6 FOOD SERVICE HVAC PLAN b b 1 1 �I< "totolb)l — — _ —o PM31 3'16 = 1 -0 "_ " o b b PM31 3/16 - 1 -0 QA:4A © Q 5b �. TN MT Mgr Mr Mr TZZgr KEY PLAN • B �"u�w 9■%k NBw i �ivA°c �i�iac�� t Ili NOT TO SCALE N DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET <8,0 PROFESS 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION �~� �� I N Fe tQ- DRAWN BY FOOD S E RV I C E e ELL' C WASHINGTON T-0345 MR2010 o T � R'Nelson-Rudie & Assoc., Inc. fl13•820 �� SQUARE MAR 11 PLUIVBING Vt CHECKED BY PROJECT CODE CONFIGURATION 1000 NICOLLET MALL 9100 49th Avenue North CFA 0,06 MINNEAPOLIS, MINNESOTA 55403 NRA Minneapolis,MN 55428 616, T \ SFR Tel (763)367-7600 oTr F� '�,p�' 9009 SW HALL BLVD 270345 RR Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 HVAC PLANS 06-30-10 12-31-10 - I-, \ n_ -- . -I- I--\ n-Ar \A/A \A/ I • • r n\ A ,-A r-\ nn A r 011 I 11 O II 11k1 nn1n 1 . An I • EYEWASH WATER FLOW IS ACTIVATED BY , INENNE■ Li I PULLING SWING ARM BRADLEY ---------4 0.--.-0 131-: R" ''' • , DOWN 90' OVER SINK. CORPORATION 11.-■\ - ti WATER WILL CONTINUE . MODEL * 519-270H1V • ili TO FLOW UNTIL THE I WALL MOUNTED N_ '1 ‘ ARM IS RETURNED TO EYEWASH. 1 II THE ORIGINAL POSITION. 11111 Aa EICI---- 90' ver (f"'"'"' ' PRODUCE COOLER COOLER GOOSENECK------------- SPOUT ) 1 183 PEDESTAL--------------- 74 HAND SINK FLOOR MOUNT DOUBLE CONTROL VALVE I I FRONT ELEVATION LEFT ELEVATION I I MEAT 3 NOT USED 4 HAND SINK MOUNTED EYEWASH I I COOLER 182 P351 NOT TO SCALE P351 NOT TO SCALE DRY 10.1.1 rail mao, PRODUCE LABELING L....„.„...----gpsr ECK 184 BRADLEY CORPORATION MODEL * S19-270HW WALL MOUNTED EYEWASH. HOLD HORIZONTAL DRAIN, I VENT AND WATER PIPING MINIMUM 6' ABOVE FLOOR D 1/21 MIXED WATER TO ALLOW FLOOR CLEANING Ye MIXED WATER 00'F.) u ' CIO . .4 SUPPLY STOPS • ..!,. ..", ? I 2.i - IPti IIII IIII 1.............44 HALF GRATE El . gr,1 a i WI P Il■ IMO 400 • 6 D- ' %II Vii inairtam Wall icir Fil I VP 1151/ I i,..8. 41 II III ,, 2' AIR GAP 7---FINISHED FLOOR, VERIFY FLOOR COVERING THICKNESS I THERMOSTATIC MIXING VALVE--- 1 lir 1 72' HOT WATER WITH INTEGRAL CHECK VALVES 1 i -..■Immi.....T.- AND LOCKING ADJUSTMENT CAP. 1/21 COLD WATER INSTALL IN ACCESSIBLE LOCATION Ilk c•-• our.A gir IN HAND SINK PEDESTAL. CALIBRATE I I INTERNAL DOME 4'--.1 El EYEWASH MIXED WATER TEMPERATURE TO 90'F. i 1 WITH toT4 INTEGRAL A 1::M.iiI MIXING iN1G VALVES 1 tA i:..L VIE al p.FIJi • STRAINER . 1/24 COLD WATER - - INSTALL IN ACCESSIBLE LOCATION nrni----1ZV, 1/21 MIXED WATER i I - riot; .... l_441. ....., V21 HOT WATER IN SINK IDAVETRAYEATAILIFtE ..IIIIIIIIIIIW* 116 TO 110'F. 1 1 D- FLOOR MOUNT DOUBLE--____ 6 E.....,,,,, F VACUUM ,.... 9 COND 7 PUMP ii: 2' FREEZER 181 PEDAL CONTROL VALVE -------A I II 1E1.1 41110P" 6A 31 : 185 to , 5 HAND SINK MOUNTED EYEWASH PIPING DIAGRAM 6 FLOOR SINK FD-2 . P351 NOT TO SCALE P351 NOT TO SCALE --E 16, )1) \-- SW "T ' CO ' ' 4' THERMOMETER Y4 NI GI 0 0 SHUTOFF VALVE (TYP) DIELECTRIC UNION 1 STOCK ROOM UNDERFLOOR PLUMBING PLAN HOT WATER OUTLET-------- ■ FOR DISSIMILAR ■ .--t METALS (TYP) P351 3'16"= 1'-0" 7 ''Al.. COLD WATER INLET C-3 C.5 WATER HEATER C . 125 PSI TEMPERATURE • & PRESSURE RELIEF VALVE ye DRAIN LINE TO DRAIN PRODUCE COOLER I I 183 \ -......... ..... FLOOR MOUNTED CO 7 ELECTRIC WATER HEATER P351 NOT TO SCALE al 4.-i-* OWNER FURNISHED LEGEND: AM. FIXTURE MEAT EQUIPMENT SYMBOL EQUIPMENT SCHEDULE w NUMBER COOLER - - — _ 182 FIXTURE WASTE WATER ROUGH-IN HEIGHT REMARKS NO TYPE DIRECT INDIR VENT FCW-F CW HW AFF YE- . --- --- . --- SEE DETAILS 4/P351 AND 5/P351 0773 EYEWASH — 1/2' 1/28 INDIRECT WASTE TO FLOOR SINK. C) YE- 1-COMPARTMENT . --- 2' • --- 4 0643 SINK ___ 1/21 ye 12' DRY . 1 1/2' --- . 1 1/2' 18' PRODUCE YE- HAND SINK • LABELING 0746 — 1/21 1/2' 21' 184 . , 000 AM AM 5 , GENERAL NOTES: I :171 t"..-.1 A. PITCH UNDERFLOOR SANITARY WASTE AND STORM PIPING 4' AND GREATER AT 1/81 PER FOOT. ALL OTHER WASTE PIPING AT IA' ti 1 CP.•` '''''''' PER FOOT. , e-1 111*-.1 B. FIELD VERIFY LOCATION AND INVERTS OF EXISTING UTILITIES. I mollia ___,' ' . ,..,,,viir 6 ' I C. WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR I i. rfi>"Y41 SHALL BE 2' MINIMUM. El 1 D. REFER TO PLUMBING EQUIPMENT SCHEDULE ON THIS SHEET FOR ** REFERENCE ONLY 8 INDIVIDUAL BRANCH PIPE SIZES TO FIXTURES AND ROUGH-IN NOT APPROVED WITH THIS PERMIT 2I--.7,......41 .I 3 REQUIREMENTS. L 14 I I [---;,- 8 / N.---2' E. SAWCUT EXISTING SLAB AS REQUIRED TO ALLOW INSTALLTION OF- 1'I E\-1-11 NEW WASTE PIPING. PATCHING OF FLOOR BY GENERAL CONTRACTOR. Ye ! l' 71 F. SEE SHEET PM02 FOR SEISMIC DETAILS. 10 A, 9 TIT ? TT ? 7 , 1 I - ir**.k._•-■041.4.4rirl- r -i v-y- - - -kv- - -.1 „ 1/2' II .-2' , °KEYNOTES: 611Elh%yak A illiMill 111111M11.MI • =II•■--- --•••• 10.--=:-.•• f •• 0 I VII FREEZER -1— - 181 Affik'ENG.6 !/ ,. 1 2' WASTE UP. a3 it44. ._ I 7 T 7 I (i) I I' 7 I i 2' / II CO I-27 2' VENT UP. -_, • i____ :kiLL...4. r N ...I> ---0 II-----1-- F31 CONNECT NEW WASTE PIPING TO EXISTING WASTE PIPING. FIELD , 811' j I VERIFY EXACT LOCATION AND INVERT OF EXISTING PIPING. I I I I I I I I VACUUM RI 1 1/2' VENT DOWN. I I I COND I I I I I I I I 1 1 ._ 06 PUMP tpat I F1 I/24 HOT WATER, 11/2' VENT, 1/2' COLD WATER DOWN. e- 2- - -I- - — - -I- - — - -I- - — - -I- - — - 4- - — - -I- - — - 4- 185 _ FS- GI 0 1-61 1/2' HOT WATER, 2" VENT, 1/2' COLD WATER DOWN. ri- ivRiviwtDERW,,vaR53m/pCUUM PUMP WITH FILTER AND BACKFLOW I I I I I I 1 I 1 I 1 I 1 I 1 I Eg - 0 191 o- — - -1.- - — - 4- - — - -I- IT SHUT-OFF VALVE. MOUNT IN ACCESSIBLE LOCATION. — ABV UNOR I I I I I I I I FLR FLR 11 3' WASTE UP. PLBG PLBG I I I I I I I ar '_{, 1 FT CONNECT NEW CW EXISTING PIPING. ' a er4-''L _ _ _ _LL _ _ _ 1 _ _ _ _L _ _ _ 1 _ _ _ L _ _ _ L _ _ _ i_ _ _ _ _ 1- -.-4 NI 1 1/2' VACUUM PIPE DOWN TO CONDENSATE ACCUMULATOR, 2 STOCK ROOM ABOVE FLOOR PLUMBING PLAN SEE 4/P421. I I I I I I I It N1 4' VENT THROUGH ROOF. TTT — T — T -T—T-----7- 1, P351 3/16"= 1'-0" 1, , 1, ; II(/..-..---' I -Lz- -,- -} --... . 1.7,-,- 2' VACUUM PIPE, FOR CONTINUATION SEE P411. •• ' • , ' .E.'",.' . . 1 I Roc ' .0#4,1/411111 KEY PLAN NOT TO SCALE \ / N \ N DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET D PRaces c3•3 \\c, INIk-e6'4 30 JUNE 2010 06-3o_2010 BP-3.0 COMPLETE CONSTRUCTION . 0 T A Ra5-11 ,:e.‹, <<, 1 3,820-53 I- DRAWN BY WASHINGTON T0345 Mom,/ •--- JRB STOCK ROOM Nelson-Rudie & Assoc., Inc. 1 ,/ ,e' r CHECKED BY SQUARE PROJECT CODE CONFIGURATION 1000 NICOLLET MALL 9100 49th Avenue North riO 4-S/<(■ 0 TARGET P351 MINNEAPOLIS, MINNESOTA 55403 Minneopol s,MN 55428 A)i .1(.)'<:b • 17 • PLUMBING PLANS Tel: (763)367-7600 F. 0 9009 SW HALL BLVD 270345 RR Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 /1 \ rN ___ _I_i_k n n A c VA/A NA/ I • 1 c r\ A l• e-Ar..\ nnAr nr, 1 elt1 1111.1 /Irvin 14 An ` I I — - — - — -t - — - — - — - — - — - — - — - — - — - — - — - — - ifii- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - _ _ _ _ _ _ _ _ _ _ 41) I [ 4] • I i cd 9 1 , 1 1 1 . H it I 1 I 1 1 I I I I I I 1 , : I I 1 I 1 1 I I I I I I I' L I I i I i :: • „ , :. : I i :,1 1, :, :,, :, : l I :, : I ' I :I I I I I I I I I I` ..:: 1 , I 1 1 1 , 1 :,, . . :: I 1: I I I I I I I I 1 ::: :: 1 1 .. . : I I I I I I I I I I .. ., : ::: . : I 1 (' I I I I I I I I I• • :. I I I I I I I I I I :, , I :: ... . . . I I1.:. : I ::. : 1 ___ . _ _ - - -# — — — — — — — — - - H — — — — — — — _ _ _ __{- — — — — — — - - - - -F — — — — — — — — - - 1.._ _ _ — — — — — — - - 1-- — — — — — — — — - - -- — — - - — — — _ _ _, - - - - - -<,.„_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I` I I I I I I I I I I 1 . I #. • - - - - - -:).-' - - - - - - - - - - - - - _ - _ - _ 4;:ti _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ 1 I ., '' 1 1 i .' j, .: . I I I I I I I I I ........ l G I I I I I I I I I: 1 I I , 1 1 I I I I 1 I I I I I I I I 1 I < I I I I I I I I . 1 I I' I I I I I I I I I 1 L I , I 1 I 1 1 1 I, I CO _ — — _ — _ — _ ' I I I> I I I I I I I I I: c . . ( , I I I I I I I I #; ::.:::.:::::::::::. :::::::::::::::::::::::: 11 1 ' ©e I; ' 1 1 , :i :: , I 1 Q> — — — — — — — — — — — — — — — — - — — — — I< I I I I I t I I 1 1 I :I�. I I I I I I I I I. I I I 2' I j I I I I I I I I 1 ' 'I� I I :'. I I I I I I I I I I i I 1 I I 1 I , . ../ I `. I I I I I I I I - • j I I I I I I I I f I 1 I I Y I I I I I i 2 :I I VAC I I I I I I I I VAC CO � I I :I r I r j I I I I i I 1 ✓._..J 1 7 - Ir I 1 1 1 1 I I G I VAC . I 1 I I I 1 I 1 I 1 I 1 I 1 • I /00001 •C4040 ♦ + • • __,_ . ' I I I I I I I I I I . )- - - - - -I- c- - - - - - - - - Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - -}- - - - - - - - - - - - - - - - - - - - -j- - - - - - - - - - - - - - - - - - - - .1-- - - - - - - - - - - - - - - - - - - -#- - - - - - - - - - - - - - - - - - - -j- - - - - - - - -::F'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - --1- - - - - - - 0 / f I I I I I I Q® I I -1 I ' I 4 �© ,�,_ I I 1 I © .42 �r'I 1 0 I It t ► I I ( I I I I I I rli 2 1 CO I I I I I I I I I tii-i I iiii VAC I I I I � 1� I I 6 I I I I 6 I I p I � I VAC 1 � 1 VAC I I I VAC L I I ;r� i c. 2' F-Q°°°° 1"-°°°°° • • • • •• • • • • I i I I I I I I , • 1 I; . ...,ra^ I I I I i I I I I I I I #1 I i c- - I 1 5 0 0© Y. • -42 737717 i - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D I I I I I I I I I "f VAC CO 1 I`' I 6' I f 1 1 l• ! I I I I C 1 I I I I' • I I I . . . . . .•— I I I E.\ , , , , 1 1 10 O O O O I I 0© —I- — - - - -L - - - - - - - - - - - - - - - - - -I -'-- - - - - - - - _ _ _ _ _ _ - - -1i - _ _ _ _ _ _ - - - - -- - - - — - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - ID 11113717 I i I I . I Q I I I I I I C) 4.5 (.2) 3.5 C) 2.5 ( ) ( 1) 1 , 1 : 2' ; .� I 8 i 4 1 CONDENSATE VACUUM ABOVE FLOOR PLUMBING . I I 8 I P411 1/16"= 1'-0" I ' j i I CO d 2' 2' REFERENCE ONLY I I NOT APPROVED WITH THIS PERMIT � / / ? TIT TIT te, °°- - ----1 i 2' / GENERAL NOTES: KEY NOTES: r� l �• ��- 1 2 CO 1 42 �� ( ' 1 1�/2' CONDENSATE VACUUM PIPING DOWN IN FALSE COLUMN. FL A. CONTRACTOR SHALL COORDINATE WITH CASE MANUFACTURER AND SPECIFIC PLUMBING — — — `T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ® INSTALLATION REQUIREMENT FOR FINAL POINTS OF CONNECTION AND PIPE (� NOT USED ROUTING THRU THE CASEWORK. �_ I I B. PLUMBING CONTRACTOR SHALL COORDINATE INSTALLATION OF VACUUM PIPING ACORN CONDENSATE VACUUM SKID, MODEL AV-30S-2.2-LR. o- - " ki1a ��i_m' - -I- - — - — - —o •-�'prt o `.p'p"c"elp `0"�"�I�'p 00000p"0O WITH REFRIGERATION CONTRACTOR PRIOR TO REFRIGERATED CASE C PIPE DISCHARGE TO MOP SINK WITH PROPER AIR GAP. INSTALLATIONS. I I I I I I I I C ANCHOR LOWER MAIN TO BACK OF CASES. SECONDARY LIFT TO _ _ I C. ALL CONDENSATE PIPE BRACING AND INSTALLATION REQUIREMENTS MUST 4 BE LOCATED IN FALSE COLUMN. INSTALLER TO COORDINATE I ( I ( I I ( I I I -o COMPLY WITH DETAILS ON SHEET P441 AND P451. LOCATION WITH GENERAL CONTRACTOR. 114 1 7 I '' I ANCHOR LOWER MAIN TO WALL. o- . — — — —Q D. ALL PIPING, INSTALLATION AND INSTALLATION MATERIALS BY PLUMBING CONTRACTOR. CONDENSATE VACUUM PIPING SHALL BE SCHEDULE 40 PVC � 11 10 9 PRESSURE PIPE WITH DWV FITTINGS AT CHANGE OF DIRECTION FROM I ° I PROVIDE SLOPE MAKE UP TRANSITIONS AS REQUIRED. o �I _ I — I _ I — I — I _ I — I �` ^,� m —� VERTICAL TO HORIZONTAL. 7 HORIZONTAL CONDENSATE PIPING AND CONTROL VALVES SHALL BE I 1 I I I I I I I " - -- - C LOCATED LOW ENOUGH ON THE CASE TO BE HIDDEN FROM SITE BY I ' 1 ' ' E. REMOVE ANY DEBRIS FROM INSIDE REFRIGERATED CASES. FLUSH OUT ALL THE DRY SHELVING BACKER BOARD. 2 MARKET AREA CONDENSATE VACUUM UNDERFLOOR PLUMBING PIPING AND DRAINAGE SYSTEMS PRIOR TO CONNECTION TO EQUIPMENT. 1 PROVIDE BELOW FLOOR VACUUM PIPING. I J : i _ i _ iL _ * ± L 1 E F. ALL HORIZONTAL CONDENSATE PIPING IN STOCK ROOM SHALL BE. . . 171 i — _ — _ — _ � P411 yl 6"= l'-0" 1V2 VACUUM PIPE DOWN TO CONDENSATE ACCUMULATOR, SEE 4/P421. I I 1 I I I I I I I i.-{ G. SEE SHEET PMO2 FOR SEISMIC DETAILS. ' - 1 I I �� PUMP SCHEDULE 1 I 1 I I I I `1 . 1 NO DESCRIPTION LOCATION MFR & NUMBER HP VOLT/PH FLA REMARKS e _=r , 1 I,- -1...:_-_-z_.- -. --II(r ..mill - — - — - — - MODEL OF LIFT KITS 2 1'*�"''' b `'' b i t ` i ..�..�M�j • CV-1 VACUUM SK D VACDROOM AV-30S-2.2 34 2 (2 HP) 208/3 15.4 OWNER FURNISHED UN 1 0 b b I b b b J FL80R KEY PLAN PLUMBING NOT TO SCALE N v \ N N DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET • 80 06 30200 BP 3.0 COMPLETE CONSTRUCTION E GTO N T-03 4 MR2010 0 TARGET SAT E DRAWN BY JRB R VACU U �Assoc., Inc. CHECKED BY ION. IT 9100 49th A Nth c MINNEAPOLIS, MINNESOTA 55403 i Minneapolis,MN 55428 \21 SFR Tel: (763)367-7600 . F 0 9009 SW HALL BLVD 270345 RR Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 N - - \ - r1 \ f1_ __ _ _I_1_\ r1 ft A C \A(A IA/_ ..I_•_ - 1 _ _ C _ _ __ P1\ A _,• _/^A1-.\ l1n AL _ All _I_ _ rift II IA1 nevi" 1A Art TOP OF REFRIGERATED CASE \ -_,� CONTROLLER n . // ri Wall" I , 1-1/2" PRESSURE RATED PIPE ,/ E J. \, = TYPICAL ' �y 1/4" PER FOOT '� EXTRACTION PIPE SLOPE VALVE I ' 2" ISOLATION VALVE SENSOR PIPE ---_�.,_/ ■ _•.�. CLEAN-OUT ■ NOTES: 2" SWING CHECK VALVE f 11 1. ALL COMPONENTS SHALL BE ACCESSIBLE FOR SERVICING. OWNER FURNISHED. 4 2" PRESSURE RATED PIPE 1 1 2. EXTRACTION VALVES, CONTROLLERS, AND SWING CHECK VALVES INSTALLED BY PLUMBING 1 ,._.�, -,�,�, PLUMBING CONTRACTOR ( TYPICAL ) . �1 I SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. CONTRACTOR. 1 3. REFER TO DETAILS ON SHEET P431 FOR ADDITIONAL INFORMATION. `�. 1 i �_ EXTEND ONE AIR INTAKE FOR EACH 4. HEIGHT OF TWO AIR INTAKES MUST BE LOWER THAN THE INLET OF [ REFRIGERATED CASE REFRIGERATED CASE I �, ACCUMULATOR ABOVE TOP OF CASE. ANY DRAINS IT IS CONNECTED TO. 1/4" PER FOOT I USE A WASTE FITTING AT THE BASE 1 1/2" PRESSURE RATED--...-i 1 1/2" PIPE DOWN TO PIPE `� FOR CLEANQUT ACCESS. PIPE RISER CLEAN-OUT MAIN DRAIN LINE ACCUMULATOR. TYPICAL. ' ' RATED PIPE RISER /� BY PLUMBING CONTR. OVERHEAD MAIN TO VACUUM CENTS <> \\. BE 16 FEET GREATERABOSEEFPIPING DPLAN ��—iv ��..�T ' /� FOR PRESSURE RATED PIPE SIZE, BY i \ / - qIII��I�IoI� / PLUMBING CONTRACTOR. - EXTRACTION VALVE III IIIIIIQ , / TYPICAL 1-1/2" PIPE ACCUMULATOR PROVIDED- ' ' REFRIGERATED CASE REFRIGERATED CASE ISOLATION VALVE BY CONTRACTOR. TYPICAL. SEE - _ _ _ - I DETAIL "E" ON SHEET P431. _ _ _ _ - - _ - _ - - /' 1/4" PER FOOT - " ' - , PIPE SLOPE _ CHECK VALVE i / a is / \ I 11 .4 1 [ ",-,---- -----------..-----; .(:..i 1 /I Au \ '4 \ 1 \ \ \ I 1 / I 1 / 1 I / X\ ,I // 1-REFRIGERATED CASE ' ;' TYPICAL y TYPICAL TWO STAGE, MULTI-CASE, END DISCHARGE, LIFT TOP VIEW OF CASES NOT TO SCALE NOT TO SCALE 36 1/2' CLEAR BODY SEDIMENT FILTER (BY PLUMBING CONTR. ) --22' -- 1 1/2' f�4 WATER INLET E �� ii"i�� i RPZ BACKFLOW �� ' PREVENTOR i (BY PLUMBING CONTR. ) SIDE VIEW OF TYPICAL 18 1/2' 27' WATER CONNECTION t'i C'] :$C• A��'S NOTE — — ii • aft • am _ • ■ I d� 0 OPERATING LINE Fo-�� o. u PRESSURE I : ` R I/2° 80 PSIG, MAX. it '� " - `r�� VII WATER 30 PSIG, MIN. � . ® Q /11_1��.�I n . WATER 01171E ■■ I -• u 3/4HOLDESMETE GHTCP ACES 1N-E- ' FLEXIBLE OUTLET — CONNECTION • • a MOUNTING FOOT PRINT DETAIL BY PLUMBING CONTR. ) ® RECOMMENDED ANCHORING IS WITH BOLTS AND PIPING FOR MAKE-UP WATER WEDGE CONCRETE ANCHORS 3/8' DIA. x 2-1/4' L LINE AND MANUAL DRAINS `% `�� `, _ y='�' e BY PLUMBING CONTRACTOR. /_ "'�' '�_. 65 1/2' DRAIN OUTLET TO > 194 1.4 1.4 r(ok� alb.. GRAVITY SEWER 3" PVC eh� t , ^■ -b PIPE SOCKET CONNECTION ir 1 71 FLEXIBLE SUPPLY I 1 CONNECTION MANUAL DRAIN (BY PLUMBING CONTR. ) - TYPICAL i u . �. 17 1/2' (BY PLUMBING CONNECT TO I �I;r_• �MI. CONTR. ) DRAIN LINE _ _ — — -- 1 —� _Q, =�II( 0 U`„ III=60 1/2' . -+ L 32' �, r " tv. 0111 ” DISCHARGE FROM i i 4 VACUUM CENTER 2" BUILDING WASTE INLET CONTROL PANEL I11I 2X - 2HP PUMP ON TOP OF TANK ( TYPICAL ) AIR GAP PER 2" SWING CHECK VALVE AND 2' SHUTOFF 3 NOT USED CODE REQUIREMENTS VALVE SUPPLIED LOOSE BY ACORNVAC 24' x 36' x 8' OP MOP SINK FOR INSTALLATION BY OTHERS IN EACH WITH 3' OUTLET - BY PLUMBING TANK WASTE INLET LINE. P421 NOT TO SCALE CONTRACTOR • GRAVITY SEWER AV-305-2.2—LR—SE—MOD VACUUM CENTER WITH OUTLET TO 24"x 36" MOP SINK '` NOT TO SCALE WASTE EXTRACTION VALVE - FURNISHED BY 'ail WASTE DRAIN DETAIL ACORNVAC. INSTALLED BY CONTRACTS_ IN-LINE MINI CHECK VALVE - FURNISHED BY ACORNVAC. INSTALLED BY CONTRACTO REQUIRED FULL PORT ISOLATION VALVE - 2' SWING CHECK VALVE - SUPPLIED BY MUST BE 4' ABOVE VACUUM SOURCE PORT.SUPPLIED BY INSTALLING CONTRACTOR. OWNER, INSTALLED BY PLUMBING CONTR. "'—' REMOVABLE BANDED COUPLINGS - VACUUM SOURCE 14' I.D. FLEXIBLE RUBBER TUBE - ■ SUPPLIED BY INSTALLING CONTRACTOR. ISOLATION VALVE BY INSTALLING FURNISHED BY ACORNVAC, INSTALLED BY CONTRACTOR. BING CONTRACTOR (TYPICAL). a. I OVERHEAD MAIN TO VACUUM CENTER MUST BE PLUM PNEUMATIC CONTROLLER - FURNISHED BY 16 FEET ABOVE FINISHED FLOOR OR GREATER - 2' PRESSURE RATED PIPE - EXTRACTION VALVEI4' I.D. FLEXIBLE RUBBER TUBE ACORNVAC, INSTALLED BY CONTRACTOR. SEE PIPING PLAN DRAWING FOR PRESSURE FURNISHED BY ACORNVAC, INSTALLED BY CONTRACTOR. RATED PIPE SIZE, BY PLUMBING CONTR. \11�1 10.01-.14„ \/ ACCUMULATOR SENSOR 14' I.D. FLEXIBLE RUBBER TUBE - FURNISHED WIRE TIES. DO NOT OVERTIGHTEN. (TYP II BY ACORNVAC, INSTALLED BY CONTRACTOR. TUBE MUST NOT DIP — CLEAN-OUT BELOW TOP OF ACCUMULATOR OR CONTAIN ANY TRAPS. 1/4' PER FOOT AIR INTAKE. r-) CONDENSATE DRAIN FROM COILS - PIPE TO ACCUMULATOR BY INSTALLING CONTRACTOR. 1-1/2' PRESSURE AIR GAP IN ACCOR: ISOLATION VALVE BY I S I RATED PIPE RISER WITH LOCAL CODE. I PLUMBING CONTRACTOR. i 13' .1' LOWER MAIN OF TWO STAGE MULTI-CASE LIFT 1 is RISE ! 71 19i'±1' r ,_�.., 2' X 2' X11lZ' WYE. 1/4' PER FOOT 2' X 1 ' REDUCER. _ EXTRACTION VALVE, CONTROLLER AND PLASTIC S a8 BOX ACCUMULATOR - SUPPLIED BY ACORNVAC, Air INSTALLED BY CONTRACTOR. NOTE: COMPONENTS Air MUST BE ACCESSIBLE FOR SERVICE. 2' PIPE ACCUMULATOR. ISLAND CASE (TYPICAL) 'N-1-1/2' PRESSURE RATED PIPE RISER REFERENCE ONLY • NOT APPROVED WITH THIS PERMIT —DOOR —FREEZER/COOLER BOX as ' . %we,.•,, •.•••.,,,ii �i.A.,,•,a •1S.•a‘ 4 III t 1 4 —FLOOR �I I I ,.. ■■■ COLLECTOR POCKET CASE TRAP (TYPICAL) 1/4' PER FOOT WALL MOUNTED COIL PIPE ACCUMULATOR FOR WALK—IN COOLER AND FREEZER AIR INTAKE TEE (TYPICAL) BY PPLUMBING CONTRACTOR. NOT TO SCALE FLOOR VACUUM PIPING TWO STAGE LIFT DETAIL P421 NOT TO SCALE DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET 'Q PROFFS 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION IE WASHINGTON CONDENSATE O Q r;Dks)1INEo DWN BY T-0345 MR2o�o 7 ■ 13,82 HRB SQUARE MAR 11 VACUUM P421 Nelson-Rudie & ASSOC., Inc. /S',i10�, // CHECKED BY PROJECT CODE CONFIGURATION 1000 NICOLLET MALL 9100 49th Avenue North <`,o qN MINNEAPOLIS, MINNESOTA 55403 • Minneapolis,MN 55428 00 T SFR Tel: (763)367-7600 °Tr F. 0 9009 SW HALL BLVD 270345 RR D ETAILS Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 N — - NOTES : INSTALLATION NOTES FOR VACUUM DRAINAGE PIPING: 1 . FLEXIBLE RUBBER TUBE MUST BE ATTACHED TO EXTRACTION VALVE CLIP . r 1. PRESSURE RATED PVC PIPE AND DWV PATTERN FITTINGS ONLY TO BE USED ON VACUUM SYSTEM. 2 . CONTROLLER MUST BE INSTALLED IN AN ACCESSIBLE LOCATION . 2. PITCH VACUUM DRAINAGE PIPING AT A MINIMUM 14" PER FOOT. 3 . APPROPR I ATE PIPE BRACING MUST BE 12 " ( 305MM ) AWAY FROM EXTRACTION VALVE ON BOTH SIDES TO ALLOW COUPLINGS TO SLIDE FREELY . 3. VACUUM DRAINAGE RISER MUST ENTER MAINS FROM ABOVE USING A WYE FITTING. THE WYE FITTING MAY BE ROLLED 45° FROM VERTICAL. 4 . TOP OF EXTRACTION VALVE MUST BE INSTALLED EVEN WITH TOP OF CASE AND CLEARANCE MUST BE PROVIDED TO ALLOW FOR UNOBSTRUCTED MOVEMENT . 5 . MINI CHECK VALVE MUST BE 6 " ABOVE VACUUM SOURCE PORT WHEN X - VALVE IS MOUNTED HORIZONTALLY . WHEN SWING CHECK VALVE IS USED FOR 4. NO TEE FITTINGS ARE PERMITTED IN THE VACUUM DRAINAGE PIPING. VACUUM SOURCE , MINI CHECK VALVE MUST BE 4 " ABOVE VACUUM SOURCE PORT . 6 . THE CONNECTION FROM THE ACCUMULATOR SENSOR PORT TO THE CONTROLLER MUST NOT DIP BELOW TOP OF ACCUMULATOR OR CONTAIN ANY TRAPS . 5. INSIDE PIPING SURFACES AND JOINTS MUST BE SMOOTH, FREE OF BURRS AND OBSTRUCTIONS. 6. LOCATE CLEAN OUTS IN THE VACUUM DRAINAGE PIPING AT THE ENDS OF MAINS AND BRANCHES, AND WHEN THERE IS A 90° CHANGE IN DIRECTION IN THE OVERHEAD BRANCH OR MAIN. 7. A SINGLE OFFSET IS ALLOWED IN VERTICAL RISERS. OFFSET IS NOT PREFERRED AND SHALL ONY BE USED TO BYPASS STRUCTURAL OBSTRUCTIONS. MINI CHECK VALVE - SEE NOTE * 5. EXTRACTION VALVE - SEE NOTE * 3 AND * - . 8. ISOLATION AND CHECK VALVES SHALL BE FULL PORT VALVES RATED FOR VACUUM. 1/4' ID FLEXIBLE RUBBER TUBE 9. USE ONE DWV LONG SWEEP 14 BEND WHEN THERE IS A 90° CHANGE IN DIRECTION. FLEXIBLE RUBBER COUPLING - CONTROLLER - LAYOUT ILLUSTRATES GENERAL PIPING ARRANGEMENT. CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND SPECIFIC PIPE BRACING - SEE NOTE * - . OWNER FURNISHED 10. 12" - 18" MAX ."'__,� SEE NOTE * 2. INSTALLATION REQUIREMENTS FOR FINAL POINTS OF CONNECTION AND PIPE ROUTING. TOP OF REFRIGERATED CASE :,J� v 101111111.la rial INN it ■ i),_______ 0 i Q VACUUM DRAINAGE PIPING NOTES 1/4' ID FLEXIBLE RUBBER azi RE:ln TUBE CONTROLLER - SEE NOTE * 1 . c., OWNER TFURNISHED, SEE NOTE * 6. NA WHEN ACCUMULATOR IS CONCEALED AND NOT SERVICEABL EXTEND SENSOR PORT AND FURTHEST AIR INTAKE TO TOP OF OF CASES AND USE A WASTE FITTING AT THE BOTTOM OF AIR INTAKE FOR CLEANOUT ACCESS. " [J_: CONNECTION TO NIO G MAXIMUM PERMISSIBLE ROTATION ANGLE OF WYE, TO LIFT OR BRANCH MA 'cO ,/ FACILITATE CONNECTION TO LIFT AND BRANCH MAINS. SENSOR P IPE •�l',��1 1 - 1/2' LIFT X > ■ .`,!Ne'. X VIEW X -X ® Ammo �� EXTEND AIR INTAKE T BRACING (TYPICAL ) . 0 CONNECTION OF LIFT OR BRANCH TO MAIN MATCH ELEVATION OF NOT TO SCALE CASE DRAIN OUTLET CLEAN-OUT .401/°g°°°°°°/// SLOPE MAINS OR BRANCHES 1 /4" PER 12" CONDENSATE > , MI FLOW --->- 12" �1�1 IV�1 ■FLOW � SLOPE �I a T •>»»»»»» > 36" MAX a 4a e. 4 v v .. v 4 . a v4 4) ' . a• • a a • TO VAC CENTER ° 1 - 1/2' PIP 1 /4" 12" 12I/4 > -c 48" MAX. D. FLOW 0 TYPICAL SLOPE DETAIL D SLOPE MAKE UP DETAIL TYPICAL PIPE ACCUMULATOR CONNECTION NOT TO SCALE P431 NOT TO SCALE NOT TO SCALE ALL PIPING MUST BE SUPPORTED, BRACED CLEAN OUT REQUIRE; AND SECURED TO RESIST THRUSTING NOTES . FORCES AND MINIMIZED MOVEMENT.ALL PIPING MUST BE BRACED PER ACORNVAC SPECS OR PER LOCAL CODE 1 . INSTALL CONTROLLER AND EXTRACTION VALVE IN READILY ACCESSIBLE LOCATION FOR SERVICE . �� < CIF �>li REQUIREMENTS WHICHEVER IS MORE RESTRICTIVE. 2 . INSTALL MINI CHECK VALVE WITHIN 6 " OF VACUUM SOURCE PORT . 6' MAX /► ALL BRACING ASSEMBLIES MUST BE\ fJJA 41 01111 ATTACHED TO ROOF STRUCTURE, RIGID 3 . IF THE TOTAL QUANTITY OF PRIMARY LIFTS EXCEEDS 6 , CONTACT FACTORY OR AUTHORIZED REPRESENTATIVE FOR APPROVAL . STUDS, OR WOODEN BACKINGS. DRYWALL, BEAM CLAMP WITH ANGLE BRACKET WITH THIN SHEET METAL CASE BACKING. AND ALL THREAD & SPLIT ALL THREAD & SPLIT MAINTAIN SLO' --> HVAC DUCT WORK ARE NOT ACCEPTABLE RING HANGER RING HANGER FLOW ANCHOR POINTS. BRACING OF HORIZONTAL PIPING SHOULD BE IN FOUR FOOT INTERVALS WHEN SWING CHECK VALVE INSTALLATION IS DONE IN PVC, AND EIGHT ° FOOT INTERVALS FOR COPPER, OR AS i.�� .1 OWNER FURNISHED. :, , e 1 FULL PORT ISOLATION VALVE. FURNI 0 r"—`it"'I`' REQUIRED BY LOCAL CODE. oo.••o F �� AND INSTALLED BY PLUMBING CONTRACT R. \ SAGGING OF THE PIPING BETWEEN •. s' .Ala INSTALL IN ACCESSIBLE LOCATION. 6 1 4 SUPPORTS IS NOT PERMITTED, 1/4' PER o• °a 'v FLEXIBLE RUBBER FOOT OF SLOPE IS TO BE MAINTAINED AT c • • TUBE TO CONTROLLER MINI CHECK VALVE - ALL TIMES. .° Q 0 OWNER FURNISHED, TYP OWNER FURNISHED, al& � `/ o.p'°0 ` 1-1/2 �i�l� ��i�i� LATERAL OR SEISMIC BRACING SHOULD BE • ° SECONDARY LIFT ADDED EVERY 25' WHEN THE HANGER �� ;, ' o b -�a 12" - 18' MAX-- (2ND STAGE) ASSEMBLY IS GREATER THAN 36" LONG. OR ° SEE%11114 � .�° . F ��;, �� . AS REQUIRED BY LOCAL CODE. _ %ha ■ '4 - _ -\ PIPE STAND WELDED BRACKET ..-., . . e, WHEN A UN I-STRUT TRAPEZE IS USED, N OFFSET E PIPING MUST BE CLAMPED DOWN SECURELY. REFERENCE ONLY � i VERTICAL LIFTS ARE TO BE SECURED IN SIX APPROVED WITH THIS PERMIT 25 MAX r///.//7,4. FOOT INTERVALS. NOT APPRO // .. .. // - / / OFFSE A 12' RI TA r� . i BRACING IS REQUIRED AT THE TOP OF ALL 1-1/2' 2 HO ZON L , `,r1 a . o • a • • o I MAX /.�� VERTICAL LIFTS. o° . . `4 ■ _ � AN APPROVED BRACING ASSEMBLY MUST BE •�o ,_ ■ ■1-1/2' PRIMARY LIFT. T Y �OFFSE V '/ * • °° • D �o` ° �) ! ( 1ST STAGE) - SEE NOTE *3. — } ///, ( I INSTALLED WITHIN ONE FOOT OF EVERY ---'-r7-14-7T--- �i �i� / OFFSETS IN EXCESS OF 12' MUST DIRECTIONAL CHANGE, ON BOTH SIDES OF __ RUN HORIZONTALLY WITH SLOPE INTO THE FITTING. ' W COLLECTION POCKET BEFORE RESUMING LIFT. 1 _.,. ,—,.___. AN APPROVED BRACING ASSEMBLY MUST BE STRUT & STRUT CLAMPS TRAPEZE WITH STRUT 11 _'A . , . 4.- II i i F CUMULATOR INSTALLED WITHIN ONE FOOT OF EVERY . • . u —i" '�''"-- I EXTRACTION VALVE, ON BOTH THE INLET AND & STRUT CLAMPS . v a a ULA THE OUTLET SIDE.•c a• !J . a •a w SEE 1/PM01 AND 2/PM01 FOR PIPE HANGING AND BRACING DETAILS. / • • • - G ROUTING AROUND HORIZONTAL & VERTICAL OBSTRUCTIONS H TYPICAL BRACING DETAILS 0 TYPICAL TWO STAGE LIFT DETAIL P431 NOT TO SCALE P431 NOT TO SCALE NOT TO SCALE DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET ��ED PROFESS, 30 JUNE 2010 06-30--2010 BP-3.0 COMPLETE CONSTRUCTION RGEV .:vti�� I N F‹c•P I% DRAWN BY WASHINGTON 1-0345 3 4 5 M R2 o�o C O N D E N S AT E 0 T 13,8 JRB �� ' SQUARE MAR 11 VACUUM Nelson-Rudie & ASSOC., InC. /� CCHECKED BY PROJECT CODE CONFIGURATION 1000 NICOLLET MALL 9100 49th Avenue North SFA Y 0 MINNEAPOLIS, MINNESOTA 55403 NIZA Minneapolis,MN 55428 �, • 17 , SFR D ETAILS Tel: (763)367-7600 corn F 0 9009 SW HALL BLVD 270345 RR Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 \ \ \ \ - r1.\ D_.—_J_I_\ r \n/A \nr.__L:__a__ c_.._.._ in A_v.._f An\n7AC_A ,, J . no II It.I nntn 1 A.An 1 • SEE PLANS FOR SEE PLANS FOR NECK SIZE NECK SIZE all4111).11101°/, /1110\ GRILLE OR GRILLE OR REGISTER BELOW REGISTER BELOW 12x12 OR 24x24 6x24 OR 12x24 NOTE: MAXIMUM OF 18' OF FLEX DUCT MAY BE USED FOR FINAL CONNECTION 5 GRILLE & REGISTER BOOT DETAIL Mill NOT TO SCALE :I= I I 0 0 I I I z's I } I I'. I ( - ;:l, : I I i I I'' I i I'', I : 1 I S•; I I I 40Q I } I I } 24X6 ` I I'. • I I I ) „ i 8,f I I } 1. } j I : 200 j', L' 121 I GENERAL NOTES i ,....,,, ... :,..0 , \ (� j ( A. VERIFY CEILING LAYOUT PRIOR TO FABRICATING DUCT RUNS AND DROPS. I I I" `'` — �`' — — ... - - - - - -- - I _ I I B. SEE SHEET PM02 FOR GRILLES REGISTERS, AND DIFFUSERS SCHEDULE. I _L- ' y - I1, _ _ 160 121 E I ,121 I _ �1_ J _ , C. SEE SHEET PM01 FOR TYPICAL PIPE AND DUCT HANGER DETAILS.•RTU-10 1 ±, , t ,\, I I 1� -- RTU-10 -,_ tip _ pLL DUCTWORK g I ti'" 9 ' ' .:'.1'.. I I 1=''-I--� w\ \ �� AL-7.... �� D. WITH DSMACNAR$1$�1p�L DS CONSTRUCTED AND INSTALLED IN ACCORDANCE I- I 1,=r .L ;, / - �r r..�1 a } } ,� _ � 1 24X24 I I. # } -� r r Fit- I 200 1121 \ �^ ,; ,,� I I ~� I I Ni ; '' KEYNOTES: 1 /: � L .A . .NUa' �, v i 1 I I is , I I ' ;1 I a �' - ', :, I I • V ) ,- y' � 1 BALANCING DAMPER. 1 I _-_ I y ,\ I 24x6 I -� - - - -i �� I `_ I I �L t ' 11 2 REMS HUMIDITY AND TEMPERATURE SENSOR, MOUNT AT 96' AFF. I. I 400 I 1( �___ - I— I I I `' � I \` i, '' 1' I I \- ' i_ ' : �� '�-��- , , C CONNECT NEW SUPPLY DUCT TO EXISTING DUCTWORK. FIELD 1 ii IR. 11 ' 1. I ; ►I �, ;� � '�l-� ' � T - ��1 `1 ': 1\ VE IFY EXACT SIZE OF EXISTING. Si �-- :1-1,..4_ I,-.;' ' -T + PREVENT INTERFERENCE WITH REFRIGERATED gU Y E gTE LOCATED p �� -� i 'L - 'I E-- „' 1 1 ;. ..:-- 200 - -> '� q; F I +,; �, <- - n CASELAIRR C�RTAINS OCENTERTIN AISLE. P-24X24 P-24X24 I _ J'__' , I I P-24X24 I _ — — I I P—2 4 X 2 4 rr% ��, �� C EXISTING DUCTWORK TO REMAIN. I'' I i I { ' 1.-AT t EXISTING DUCTWORK AND GRILLE/DIFFUSER SHOWN CROSSHATCHED TO BE I I : J I I I / —' I REMOVED. I I J I "' I I ,:,' \-‘..... ‘,T\ IT REMOVE EXISTING TEMPERATURE SENSOR. FIELD VERIFY EXACT LOCATION. I I '- JJ I - - 1 I ' �'� \`/\1` I 1 RTU-6 HUMIDITY AND TEMPERATURE AND HUMIDITY SENSOR. MOUNT AT ! \ ` 1 i " 96' AFF. I • i I }. I 141 i - r �` I I ,," y �,'�, RELOCATE EXISTING GRILLE. - - - - - - - -1- - - - - - - - - - - - - - - - - - -} - - - - — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� ) „ 1. I .e < I• I I ) » 1 1711 I I i1_' _ lirz-Li. I 4 FITTING AREA HVAC PLAN j I °'—` 1611 I i II. Mill f I 1B =1 -0 I 1 } f I I I I' I I I I I 4x6 r 1-74— I I DEMOLITION GENERAL NOTES: I i I I 400 � � I I ' I I •I �iAk 24x6 I T` 24x6�(� 24x6 ��k 4 I A. ALL EXISTING DUCTWORK INDICATED ON PLAN WAS TAKEN FROM I III } + (N EXISTING MECHANICAL PLANS AND/OR FIELD OBSERVATION AND I 400 400 4Q0 I SHALL NOT BE CONSIDERED 100% P-24X4 '-24X24 9 ACCURATE THE CONTRACTOR SHALL I I 9 9 ( I ( 1 I SHALL NOTIFY THE OSR OF XANYINPOTENTIALSCONFLICTS. CONSTRUCTION AND I 1 -�. I I 112 9 121 ��.Ii� /p1 Be CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL I° ( * ( .. : �0�%I%1JP),Jr� I I I 2f j DRAWINGS, SPECIFICATIONS & EXISTING CONDITIONS FOR BIDDING PURPOSES. O jam,( NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS I I i I ..24x6. THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS : ..:; , . 1:.(1 -•., -.0 le,/ r As. . ri:7 (' l 400 �w�E { KNOWLEDGE. ,�1 'I I /►$/ I I 121 I C. PATCH ALL PENETRATIONS WHERE PIPING OR DUCTWORK IS REMOVED. - - - - Y� - - - - - - - -- - - � - - - - - - -� __ _— - - w - - - -- - -- - -- - - - - - - - D * I — — — — , I - - - - - - - Fr- 00 - -� - - = - - - - - t.i -- - - - }-� - - - p PATCHING SHALL BE BY GENERAL CONTRACTOR. 1 �� /� J � � E �® 201 II � 201 � 1 � I D. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, I I _ , `\ ( I : - I FIXTURES AND DUCTWORK NECESSARY TO COMPLETE SCOPE OF WORK. © E. / INDICATED TO BE REMOVED. REMOVED EQUIPMENT TO 1 I I C -,I 121 BE DISPOSED OF BY CONTRACTOR. PROVIDE OSR & I' I 1I I At I 1 I I I I I — _ — — — — — — _ ' _ , - ^7 I I ji-- TARGET FACILITIES MANAGEMENT FIRST RIGHT OF I I , _ .� 1' 1 «. 1�, , I 1 u I • REFUSAL ON REMOVED EQUIPMENT. PROVIDE OSR & TARGET T ,�7,,, w I ► __ -� ,r, RTU E FACILITIES MANAGEMENT FIRST RIGHT OF REFUSAL ON 4.4.402p-4„.;' ( i . �1►i � + '+' ( 121 ®` ' -' i } . !�' 1 I �t,�� "�.. I �- I DEMO'D EQUIPMENT. I I -�1 �. I ( 24x6 4 I �,, 20'1 i 1 E 16'1 I F. , c :�- INDICATES EXISTING CONDITIONS.r.J / ( • I I 400 / ' 4�'\1. TYPICAL TEXT OF EXISTING CONDITIONS. CONTRACTOR . 1- 1-- P—2 4 X 2 4 I . , , (�) - + SHALL VERIFY ALL EXISTING CONDITIONS. I I 16 I (6 1 I I 1 � �► 1 24 6 � I + ►�' v 4t E RTU 1 .. :: „. . . . . .I ::: ':. :. „. I-- I I G. ARRANGE ALL REQUIRED WORK TO KEEP DISRUPTIONS TO STORE OPERATIONS , 1 I MINIMUM. COORDINATE ANY DISRUPTIONS WITH TARGET OSR AND .. ... ... ... ... ... I I I I -i I I I ; ; I STORE MANAGER. J I I I I I I H. SUBMIT (2) COPIES OF REDLINED AS-BUILT UPDATES. ONE COPY TO BE I I RETAINED AT THE STORE. RETURN SECOND COPY TO THE OSR TO BE I I I I I I I I FORWARDED TO THE MECHANICAL ENGINEER. I E I I I El Ilk I I I. CONTRACTOR SHALL COORDINATE ALL PHASES OF DEMOLITION WITH 3 FITTING AREA HVAC DEMO PLAN ' 4x61►1U TYP. ARCHITECTURAL DEMOLITION PLANS. 1 �p�El�,-. .400 ' I I I I C ..... ,... .. . .. Mill .. ... ... ... ... .. ... .. .. L I • I — I` i , 1 I I } I I 1+ .:. I I 1 I I 24x6 I 400 4 . I I r — I I tv 6 + } I I. I ::1 1 I 1 + + I i . . ,, e . 1 - i I j REFERENCE ONLY �i,+�,�,:�-� �.�� i1•iTit�1►, t�t t.►t 1�Tip�`, ; ,''� I I `, , NOT APPROVED WITH THIS PERMIT I I \1 . ). '� 1 I 1 1 ii I I I 12X12 1 ' ; I / ' 12X12 2 # I . ' — 0 11 • I I + } 4 ,irk.._ _ . • 1 ( _ 1 r I o j; 1 _ — I I,t-iz— I . , , r O D — — —0 I„ I I I,, + ( } •' I � - - - I,. ( I I:, I ( 1 , , , I I I I I I I I I --r+- ' I..' .•,,.. ( L::a:::a;::':;"' I ,I°:: ' .::;';;>>.:.... ©- . � + I . ... ... . ...... .. . .. .... . . .... . . . ......... ....... . NM I I I I I k I ( I L LL R-24X12 ,t _..:: _.2.4. 12 ' 1 ' I ( lE _ I : I 1 �' B-8 1 l O B-8 1 I II I I I I I I 300 I �,..::::- 1 I, - l _ 3J0. 1 - ->: . . - -> `�'' 5 0 5 I I 1 F — — — — - - — i+.�_ _ -- - 12X12 12X12 - - - - - - - _ I r::. 500 1 :"1 - --71 - � T ....� 4 - ;,<- `500 o- - -I- - - - -1-1- - - -}- - - - -a- - - - -1- - - - -1- - - - -1- - - - -1- - - - - - - - - 2 - . ... _.. ........ .. . .... ... . ..... . _... . . _ _ . . - . . . . .. . . c 1_...... 1.. . . .... 1 IIVT 2 1 }. z . .....:.:.... I I I I I i.... i — i I — i i — i — — — — — —� v I 24X12 TRANSFER R-24X12 2 24X12 TRANSFER R-24X12 {; nIICT 7'- " AFF r nIICT 7 AFF r 10 9 8 10 9 8 -1- — -1- _L — -- — 1 — 1- — - — 1- I II I I I I I I 'i i Lc re C ® I _ I 1'— — -I —_II(r-' : — — — 1 MARKET AREA HVAC DEMO PLAN 2 MARKET AREA HVAC PLAN I 411111011.14. iii -. # " I , 4. _ _�► . b I '�t ..�..�M .1 Mill 1/8"="1'-0" Mill V8"=1'-O" 0 b b I b b b -o E KEY PLAN , NOT TO SCALE v N DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET ` <(Ep PROFFSS, 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION A R K E T AREA 0. _ ., �,� INFe jam* DRAWN BY WASHINGTON T-0345MR2o10 QTR 9 ,�'; / JRB ARE MAR 11 N "11 1 Nelson-Rudie & Assoc., Inc, CHECKED BY S Q PROJECT CODE CONFIGURATION D E M O & HVAC 1000 NICOLLET MALL 9100 49th Avenue North LP 0�� MINNEAPOLIS, MINNESOTA 55403 Minneapolis,MN 55428 sc T, 17 • \ SFR Tel: (763)367-7600 /TT F. 0 9009 SW HALL BLVD 270345 RR PLAN S Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 \ \ - / \ .__.. . , r1.\ D_..._.. J..i_\( ),1 c \A/A \Ar-_L.:__}-- C-..___ .ta■ A-..i:_._r•All\no AG-111 r_,_ no n I A I "Iron 1 A_en . ,..: ,. s 9 ci) 9 ip' ci) cipt sci) 9 1 1 1 1 ..... ...: : „ . .. . . ,...„.. ....... ... , • •... .. .. :::: • .. c)_ _ _ _ _ _ _ ).:.:44,:::::•4.:::. ::::4:::::44:::::4:::::•:4;::::::::::44:::::::..:44.:::::4:.:::: :::::.4:::::: ::.,...:•:: .:„..,.. "•,.... ..4.":.,,,,,"::,:.:::'.4,,,...„.::.„4:.,. .........„,.....4,.....,,,„.....„,"..,...„,.....," ..„.. .,.. .."_....._:...; J.,,....:::,,::::••=•••, =•••,..,...:L•••..2,i:,...J,,,....--1.,. ., -----_--„. -..:,._ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ L._ ... .. ........ .................'...... .............................4"..!!,'-............." -... IL . .. ..... 0 ! : . ... .„.. , 11.1...........„. i .. .. „.„.......:„...:•• . . .: .: :: • . : . .. . .. ..: ... .: ... ... :.: .. ..• .•. : . . . . . •• .• ..... ..: ' :. 1:::11 ...: . .. . . -. . •• , : . , . . ... . . . . :•... .. „.... ....:: ..... . ,:, ....... „ . .... . il . . .• ,:::: •••••••„...:..:•:-. :::::: .. ::• • .. . .. . . .. „„ . . 0 : . ::: -•::.:•• :: . .:. . . . . . .. ... • • . I .„. ::• :, . ... .. : :•::• :. . , ... .........„...„ - : .. . . . :: . : :::: . . mi... .1. 1.,,, . 1,,,, .. ... :: ' :•• . :• . :. '..". .,..........-..............:4...........,,..,,, ,,.. ..,., .. ,.■ ■ ..'-..■ ., 0 ,• ',„: !„.ELEC TR 01\11C,.1.1.„: • ii 146 lii . : . : . . • , . ., ,,,, A T.. .'------------SPRINKLER FITTING • . . . ; ; •::::, , : :. . .• . . . . . :• . . . . . • . . . . 1 • • • . : 1 . . . . • . . • : . 11 ::::, . : :•• , : : _ .. ... . . . : . . :1 . : . , : • •• NOTE: TWO NYLON TIES I: . • • . : • I . • :: . - it : il REFER TO DETAIL 4/R501 • . . • „. „ i . • • • : • • . . „ .„.:. . .. 1i1:11 FOR INSULATION INSTALLATION DRY SPRINKLER . , . _ • : RUBBER BOOT • • 1 • • . . • : • . . . • ' ,• _ L.. I • .. . • . . .... ... : - „ • .• • _ . ' 1 : : .: . .. ... , .: ,.. ,... .. .. : 1 30' — BOOT ADHESIVE SUPPLIED • • . • . • , WITH BOOT. FOLLOW • ' • • - • : • • . . / 2-1/21X CLEARANCE HOLE I . • . . ... . r iii-.i. ... ml,, !' ' BOOT MANUFACTURER : • . • • FOR SPRINKLER BARREL 1111 : , . • . . • • • • • • • • • all ,' INSTALLATION GUIDELINES. 1 . . : ' .. . •_. . . ... . .. . ._ ., .. . . ,,,, _ . . • . : . .:...... . -. . . . . . ... • : • . . - . „. . . . .. . 11IFIPFIIFIIPir 111Fr lr lr lr 14IP • . . • : • _ • . - :, - -: .. _. - . . . ... . . „ .. . . . . _ - . : - , • : :•• . . .. :. : :, : : . • • . 1 . . . , . : .. : .. . . . . : . . . . : . . : . . „. . • . . • . :•: : . : „ . , _. „. . . .. • . . : . ,„ ... _ .:.,.... .. . „ . .. . . . • - : . „. :. • . . . . . .- . . . . . : . . 1 . .. „ . . • . • • : . : : . . . , . . . 1:- „:: . .•:.••.: :: . :: : V • . 4)pINASNUELLATED CEILING [Likir . ,•. .„••••• . . . .. . .. . . . . . . . . .. .. „ , .. ..: .... .... . . . . .,. _ . . . e : ,.. _ „ . • . ....._... . .. . ; . ._ . , ... . . , .. „. . , .. . . :•• .••, . .• .• — -,,---- CLEARANCE HOLE I .. ::: .: : ,: . .. . . _ • : • :.••• :. • CONCEALED DRY------- • : - • • • . . , .. : 21/21# x 2Ite DEPTH -...ei.i , • . , : . - • • - •• : -' : L , . ' 1 - . . • .. , . • . . , ::: •••• . , - PENDENT SPRINKLER (SHOWN), OR . ,.. : , • i• - • . ...• . . • • , , , , . . , . . - --- - - - - - - - - . . . : . ' . . • , . :•: : STANDARD RECESSED ESCUTCHEON, , L -.;, L L - : L • ... 1 L . „. . _ . ' ' . -• •L '::• •„.• . . -. „.. . - • . : „ 1::: r•••••"•-----.4 i STANDARD ESCUTCHEON, OR DEEP . . 4 ESCUTCHEON. • • : 10. — No mg •- - aim fa on mg . -. .. . - .. --. - I • . 'I I . -I . . , .. . . . . :: -..:::,. :: II ... , ,. . : : . . . : : • ': I I , I • 1 . . • :::: _ .FINGI:'11 . . . . . • . .. : ,.. : . . . , • _ . • . - 1 • • ::::: Rgp Mil:i •• , ,..... , . NOTES: 1. DO NOT USE SPRAY FOAM MATERIALS TO SEAL PENETRATIONS. --,. ' .,._ -- - .._._ , . „ . - ' : •i . 1 I - •1 A - . . ..• : . .... k.. • :-.1:: 2. INSTALL SUFFICIENT QUANTITY OF SPRINKLERS AROUND LIGHT FIXTURES . . .-I , - .1 - . • - : . . , 1..1i..,, - . ....:: I •.:: : •• • TO ELIMINATE OBSTRUCTIONS, AND TO MEET REQUIREMENTS OF NFPA 13. I - 1 .. •, 11 •• . i . _ 1 , - 1 . 1 . • . . ::::: ............. : ,... . • • . . ... . • ..- : . ' . i a I I - -i . : : • • . • ::: :::...------' $ „ . .•.: • FIRE SPRINKLER PENETRATION AT , : :. . . - . • • _. - •• . - ., • . • . A :... :. - --I - 1 . . : . ::::: ..„,.... . .... .. . • I .. : 2 WALK—IN COOLERS AND FREEZERS : • . , .. ... ••I a NM'MN MI I ' • ' ' : ' ' ' .1::. 1---) 11:I .. . : . • . . . ,.. • . ' ' . . . . • . . : iiir."----ii;:i I ..•:: F111 NOT TO SCALE . : •• - - . . . . . . ,,. . . . ' _. . - : :i . . : . • • , . — . . , - :::: ::-. T A -- : 1 ' : : : ': . .: 1 . . : : • . . . Ei—i IT . . • . ,.... .., .... :.. . . . . . , . . : ... . . ., .,. : .. . ... . . ..- . . .....„. .,.. ..,. .: .. : . , I . .:.:11:.......: 1:•.:1' if: 1.. . . . •• • . . . . : : . I . ..„....... :: -..„ •. GENERAL NOTES: ;:........, :,:'-' ' r'.:, . • , • . I .. .. . . . . . :::::::::..::::::::::,::::::;:„:. ::::.::::::::::.,,,, •:,::::::::::::::::::•::: :,:::::::::::::::::.::.::::.:i A. SEE SHEET PM01 FOR REQUIRED FIRE PROTECTION SYMBOLS AND PIPE l:1:7.1--•::,:.: , - I I • . • • ' :: . . HANGER AND SPACING DETAILS. PIPING HUNG CONTRARY TO DETAILS 1:::•••...• -::::•••',...'. . • WILL BE REJECTED. :I I . I I B. REFER TO SPECIFICATION SECTION 21 1313 FOR SPRINKLER PLACEMENT : I I I I :::: .• •• ., .. CRITERIA. . , . ,• I I I I I I 1:: : , . C. COORDINATE PIPING AND SPRINKLER INSTALLATION WITH STRUCTURAL, , ., :::: , ,.; - ' - • , • • - . MECHANICAL AND ELECTRICAL TRADES, AND CEILING LAYOUT. SEE :::,•••-•:•:•••••••::- I . . • 1 . • . .,. ARCHITECTURAL DRAWINGS FOR REFLECTED CEILING PLAN AND CEILING — — — _ — HEIGHTS. •• • ' D. SPRINKLER CONTRACTOR DESIGN SHALL COMPLY WITH REQUIREMENTS OF 111::- - 1-•,.„ .• I I I I . , I I I I I : _ , . . LOCAL CODE, TARGET'S HYDRAULIC DESIGN CRITERIA, AND AUTHORITY :::::- '- ':':: I :.: HAVING JURISDICTION. . • • -.. • E. ALL PIPING ABOVE WALK-IN COOLERS AND FREEZERS SHALL BE INSTALLED ,,L. ...„: . ::•••-•:•.•-::•:•'' 1 . SO THAT PIPING DOES NOT INTERFERE WITH SERVICE ACCESS-WAY TO , • REFRIGERATION EQUIPMENT LOCATED ON TOP OF COOLERS AND FREEZERS. H:;• •:-.:'•••• I • F. BOTTOM OF SPRINKLER PIPING IN STOCK AND MARKING AREAS SHALL BE .. . , A MINIMUM OF 16'-6' AFF. ALL BRANCH LINE PIPING SHALL BE INSTALLED I :. :. . -. . IN JOIST SPACE. I . ., .: . . . . . : I : G. EXISTING SPRINKLERS SHALL REMAIN UNLESS NOTED OTHERWISE. : •• , , • ' . , .E;:...„...„..„L„r„, L ., . . . --.; ::, . ::•: '' ' ,:.. '”. .: „, $PRODUCE 11::•:............••••,,•••I ' 'I • . • . . • . ' : GOOLE" !! •L' Aft .:..., . . .., KEYNOTES: . _ • ::: :;,... • : :: . , . I :; 183 -'.: • altar ,.;• : „ „. . „ • MI NM WI II I WO MIN nom I : .. • . .. .... „.-. I I I . ' ' ' MEAT :.:. . .. 1-711 PROVIDE CONCEALED, RECESSED, OR PENDENT DRY SPRINKLER IN NEW WALK-IN COOLER AND FREEZER. . . .. .. • I • • .• H. .• COOLER ' ' , .. . . . , i U i 1 i .. . . : 182 -.• .', ••• • . • . . . 2 PROVIDE CONCEALED, RECESSED, OR PENDENT SPRINKLERS IN DRY • PRODUCE LABELING. MAINTAIN MINIMUM 3 FOOT CLEARANCE ... I i I . .. •• • • BETWEEN SPRINKLERS AND REFRIGERATION EVAPORATOR COIL. . I • . . . : • : : . . . .. . . . . . : : Fr TOP OF FIXTURE AT 13'-3'. VERIFY FIXTURE LOCATIONS. PROVIDE I ... .... ••-••-•••••••••,••,,' - .; L. :. „. . .. :.. . L. ... I I i I •. ... COVERAGE AROUND FIXTURES IN ACCORD WITH NFPA 13 STANDARDS. „ 1 I . - F2- :!' . .:.•:":"H•:::"::.:•.--...1,•:::"' :::-::.:--•:,.--- ::- ..:•.-..--,...- ...: .. '.:. -• - - . -'MI MIN I ' :::::'::::' DRY _,•:''' 'I.' ri- PROVIDE DRY SIDEWALL SPRINKLER AT COMPACTOR ENCLOSURE. :::-.:-.7''''::::: :::•••••••••••••••••••••":::-.1--1::•-•.....li:--......'...''',••••••••••::••:••• •••••:: • •!::•:•::.::• ••:,- I . imPRoDucE.•::•••:.::•••• : ' FREEZER' ' '::•,,:. ''' 111193" E. MODIFY SPRINKLER PIPING AS REQUIRED TO PROVIDE COVERAGE . ._ . . : .............„..„—• ..: .., ili ABELING..„..I.C', . • - • . ,. _ , - • . . . . . ' . . ' 1 ' : - ' !!: • I .- 184 1 ':' . WHERE NEW WALLS HAVE BEEN ADDED. • • . ' . . • - ' - !:ii :.:--•:::: ' . • , • ' . L. . . . . .10000.0.447:44r...1 .: . • . . . . ..... .. 181 "•,-.•-'- PUMP, -;:.::I „....... ..... - • ... . • ... . . .„.. I I . . . : 1 1851 1 • . .: .. .. .•. --- ,.....,. .,-. .. • : :: • , • I lifi, ... ... ii., J.., • 0 . . . .• . . -.,'': •-• _: ' I • . . . . . .. • . . .• .• '.:/,'.......::.....':: . I . - • - . . ,-. , „.........,...,....... , . . I:! • • I . . . . .... ...... ..,....., ,,....,... .. •- ... . .: .. ' . . . : .. . .. . I I , • I ..........,.:.,i::,:::-:::''' "'::::."",. :i .:: .:::: ., ...• : .. • . • ..:-.. :i. "- ..: . ... .. •• . : •.. . . '- .,•,, I ' :::: . :I - . •• .-- , . , .. • .-, . • - • . - , . .• .:- . .. . • •• . :::: - - - :: ,:::...," . : . ,. . . . ... ...... . .. .. . . . . . . .• .:- • • , . . . d: : - : , . . . . . - - . • , . --:_:- - -- : I :-. : . ,' : . - - . . :,..: .. _:: ,... „ . .. . .. . .. . .. . . . .. . .. . .. . . : ..• . ,.•• • • •• .. ...•.. : : . .. • • . . : . . . _ „ • . _. .... . .. ... ... -::::,:::::„..::::•:::::::„.:::::::::::.:•:,::::::,::„..:::. • . :• ::• . . .. .............. ............... ........ .... :• : .... ...::: .,::::: . . •- - : _ .I .._ _ . . • • : .... ....„ :. .„. ...... .... ................ . . . . . . . . .. . . . . . : • : : : AT:, ...: ' •:: ' . . ' .. !i• . ■ I I' ' ...:••••'.■..-.1!.■ ' ''': 11.. ::0:;[.''.....',.H■' ''.:.:!. „...... .. ,.,.,. .."1, .. . ......"... 'i;r ...'.... • '... • .i, ' „.. „ . .. ... .... ...... ..„ .. .. .. ,. , . ...- .......... . . „.... ..... -..... . ... .. ... ,.„.,.,.....,.,. . ... .•" ::::. ..."-:..:;',:- ::„. ,..: ,: . -...... .. -........ -..... .....................-.... . .. ...... . • , , .. ; ..,.., ,. ., „ . ,.: . ' :L ' 1- L__ ,. , . . ... ... .. . .. . ,..: .. . . .: ......... .................„..„ .. . . .. . . . .. . . • ... . . ... . . ..... . . . .... . .. .... . . . . . . ... . . .„ . .. . . . . ... . . . . . .... • - --- -- -. . . . . , . COOLER ,i,-:' - ',:: .. .,: ...., . . - .. • .. ... .. . I • ... ''-- .::::::::•::,-..., :...,-5,:.: : . .. . , . . .. . . •• . . . - • ' ''' ,..........._ ,• ::: 180 . ::.: .: .,, . - . :.. • „ , ,„. H . . :::: , , .,..... -, I ..: .. ,.. . .• •ii : . , . • . .. . . .... ............„....„. • „. . . , , ... . ..... . .. •• . . . • . .. .: : . . .: „,' I :'.,',...-. .. ' . • • ..-, ,.. . ... '..':::!-: :::., Ellrey" '' . . ...,.....,...... ... ..... ............ .. . . . .. .• . .. .. .... .... . . ... . ::, . ,.. ,.. ,...... .. .. . ..... .......... .. ... . ...: . . -. :LI: I:: ....1....... i:. ....-••:',.... ... ...... ... ...... .. . . . . . . .. . -. . . . .. . .. . . .. .. . .. ... . .... ....... .. . .. .. . '. ', -.. -. „„ - - , . ::• -„. :::::* i'!:::: ' - ' • • I .. . -... • . - ::.•-••,.... • - . ' - - .,......,..., .: .:, C) 0 c) 0 c) . . . .. .. . .. . . „..„ , .::.............. ......:„.:: .. . . . . .. . ........... . ..... ......... ....„.. .. . . . . . .. . . .. . .. . . . .. .. . . . . . . • • • .. • • . . . . . • • • .. •• •• . „ „ . „ „ .... ....... ... . .. .. .. .. ... .. . : :: .: . .. . . •• • : • • • . . . . . . . .. . . . . . ..: ... .....:: .. . .. .. ....... . . .. .. .... :. . . .:.:„. , :•::••,,, . „, . .. .. .:.: ....... . _L. :.:.,. . ..„...,....,..„..,„„::::::::..•"::,"••• ...„...„ :„............... ,. , . . (t) e .0 0 1 FIRE PROTECTION PLAN F111 V16"=l'—O" - , . " REFERENCE ONLY NOT APPROVED WITH THIS PERMIT . . z \ \ / DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET PROFes6, 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION DRAWN BY ' WASHINGTON T-0345 MR2010 FIRE PROTECTION JRB 0 ir 46 F4G.Egir l'ARGE -Fr . MAR 11 4 04„, , / _16. t.". SQUARE F111 , , Nelson-Rudie & Assoc., Inc. /1 \ :miggi ) CHECKED BY PROJECT CODE CONFIGURATION - 1000 NICOLLET MALL 9100 49th Avenue North Oib 4/ \ SFR PU\N . MINNEAPOLIS, MINNESOTA 55403 NRA Minneapolis,MN 55428 6)..„., • 17 . .<<, Tel: (763)367-7600 9009 SW HALL BLVD 270345 RR • Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 \ N r-NA D----I-I-‘A'1 A[ X A/A %.A.,--1-:--/-- C-..-- fn. A-.1.!...,_r•ArM(V)A Crill ...1_._ - - - . - , . . . . . __ n o 1i IA.1 I1/1 1 A_A el _ , .- 1® 1 1 I 1 Y I n E Q Q , . I REFRIGERATION SYMBOLS: 1 1 1 i 1 1 1 1 1 1 I I I I I I I I I I , 1 I, I I I I I I I I I (B01) SYSTEM NUMBER CALLOUT• I: I 1 I : (ABO_) DUAL TEMP SYSTEM NUMBERS• • • I.. :::::::.::. : Mk© CONDENSER/COMPRESSOR UNIT IDENTIFICATION I I 11 11 I I I I I I I I k ROOFTOP COMPRESSOR RACK 11 I I I i I I I I I Mir it► CONDENSER UNIT I I I I I I I I I :1 l I I I I I I I ! I I I I I I I I I I "` "I -A01-S REFRIGERATION PIPING (SUCTION LINE) 1' f. I I I I I I I I ;l - REFRIGERATION PIPING (LIQUID LINE) o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD CONDENSATE PIPING PIPING UP ; : ; : _i3 PIPING DOWN I' - 120V SOLENOID VALVE I` I I I I I I I I I'1 I I� ... �:� k9t PRESSURE .11i.;.::::,:::::; I I I I I I I I I . OUTLINE OF CONDENSER/COMPRESSOR UNIT LOCATED ON ROOF. ARROW I REPRESENTS DIRECTION OF I AIRFLOW THROUGH UNIT. I' I I I I I I i I ' : 1 ;:1, 1 1 1 I • I I I I I I I I ® HUB DRAIN NIC I I I I I I I I I I `I 1 1 1 1 , 1 1 1 .n.:::::., I I ( I I I I ( I I' FLOOR SINK NIC AI� . 40 - I I I I I I I I I I .. ::. I -:'s CASE FAN KIT AND BLANK-OFF PANEL . 1 1 , 1 1 1 1 > is T "� • I I I I I I I I NOTE: NOT ALL SYMBOLS APPEAR ON ALL DRAWINGS. ®- - - - -- - --- - - - - - - - -1-- - - - - - - - - - - - - - -- - - - -1-- - - - - - - - - - - - - - - - - - - H- I I I I I I I ► I ''�:.:.L ::' B06) GENERAL NOTES: I I I I I I i 1 I I :1 1 1 1 1 i i .•:•::•::::::-::-',"-:-.:, 1 it H. ( I I I I I I I I A. THIS PLAN SHOWS THE REFRIGERATION SYSTEMS • FOR THE SALES FLOOR CASES, THE FOOD SERVICE CASE B46 I I I I I I I I I F • , AND THE STOCKROOM WALK-IN COOLERS/FREEZER. I: I I I I I I I I I: B. SEE P351, P401 OR P411 DRAWINGS FOR DRAIN LOCATIONS. I:: I I I I I I I I '' • C. REFRIGERATION CONTRACTOR SHALL RECEIVE AND INSTALL I A06) I I I I I I I I 'I• OWNER FURNISHED WALK-IN COOLERS/FREEZERS. D. REFRIGERATION CONTRACTOR SHALL RECEIVE AND INSTALL I I I I I I I I I OWNER FURNISHED SALES FLOOR MARKET CASES. , ' A06 I I I I I I I I 'I: E. REFRIGERANT R404A IS IN ACCORDANCE WITH ASHRAE STANDARD 34-2001 'DESIGNATION AND I; I I I I i I I I C SAFETY CLASSIFICATIONS OF REFRIGERANTS.' i 1 1 1 1 1 1 1 1 ( I ( i I I I I G F. INSTALL HAIL GUARDS FURNISHED WITH CONDENSING UNITS. . i A05 I I I I I i I I O 1 II G. REFRIGERATION CONTRACTOR SHALL RECEIVE AND INSTALL 1 I I I I I I I I TV .FL ^ OWNER FURNISHED ROOFTOP COMPRESSOR RACK AND ♦ CONDENSER UNITS RTCR-1 & RTCR-2. A05 ) I ( I ( ( I I I 'I ;::::;:,;:: H. REFRIGERATION CONTRACTOR SHALL RECEIVE AND INSTALL I OWNER FURNISHED CONDENSER/COMPRESSOR UNITS. • PRODUCE COOLER '(A0$) SALES 183 _ I. SEE REFRIGERATION SCHEDULES ON SHEET R601 FOR R 04 ' (AB10) 102 ( 02) SYSTEM CIRCUITS.(AO4) A04 I`ABO.+ I I I I I I I I I: ; J. FOR THE OWNER FURNISHED ROOFTOP COMPRESSOR RACK, MEAT WALK-IN COOLER/FREEZER CONDENSER/COMPRESSOR UNITS I COOLER AND EVAPORATOR COILS, THE VENDOR WILL BE EITHER ABO A03 A03 A03 I 182 HILL PHOENIX OR HUSSMANN. THE PROTOTYPE DESIGN IS �' ABO I I I I I I I I::::;:::::::;>:._:,:<:.<:::::;:;.;:; BASED ON HILL PHOENIX EQUIPMENT. REVIEW VENDOR • A02 A02 A02 SHOP DRAWINGS AND COORDINATE EQUIPMENT DIMENSIONS I I I I I I I I I (004) ' AND CONNECTIONS WITH THE GENERAL CONTRACTOR AND O- - _ "(ABOO _ _ - OTHER TRADES PRIOR TO INSTALLATION. I I, I I I I 1 I 1 I i 1 I ... ( BO$ I (ABO4 D I ` (B05) B .(ABO PRODUCE ` (803) (B04) (B04) LABELING ... . 184 . FREEZER 1(B05) 181 (col) KEYNOTES: :I .•i (AO1A)CA01C) ( I ( I I I I I, T REFRIGERATION CONTRACTOR SHALL SET AND INSTALL FOOD SERVICE (A01�, % CASE AND CONDENSER/COMPRESSOR UNIT 005/CU 6. THE CONDENSER :`(805) I_i COMPRESSOR UNIT CU-6 IS FURNISHED BY THE CASE MANUFACTURER FOR FIELD INSTALLATION. THE UNIT WILL SET DIRECTLY ON TOP OF• THE CASE D05. THE REFRIGERATION CONTRACTOR SHALL CONNECT THE I; I I I I I REFRIGERATION LINES, LEAK CHECK, EVACUATE, CHARGE AND BALANCE o I I ;(ABO 1 I I I I I I I I © THE SYSTEM IN ACCORD WITH THE SPECEFICATIONS. THE REFRIGERATION 1 CONTRACTOR SHALL INSTALL THE CASE MANUFACTURER FURNISHED FAN I I ( I 1 I I I I 1 BLOWER KIT AND CLOSE-OFF TRIM PANELS. , 1 1 1 1 1y I 1 L L• I • I I I I I I I I. ' 1 ' 1 1 i 1 1 I I I I I I I I I L I I I I I I I 1 0 D05) .......::. , . .. t 1 I.. :.......: .... . .. 1. 1 < I — ! 1 I COOLER 1 < 1 180 (D0 ) I I I L L 1 I I I I 1 I =' .. :i® O 0 0 o. I I l I I'.a.::.,..:•..,;.,.::.,...:,...,,..• ... .. . ... .....L� I I . .• � I � � I . ��I II d d �I ( 5 ) 4.5 ( 3.5 ) 2.5 ) ( i ) 1 REFRIGERATION SYSTEM PLAN QUALITY ASSURANCE REVIEW Rlll 1�6��- REVIEWED BY: MICHAEL WOEHRLE REVIEWERS PHONE: 763-367-7600 DATE: 06-28-10 REFRIGERATION DRAWING INDEX Rill REFRIGERATION SYSTEM PLAN R141 REFRIGERATION ROOF PLAN R401 MARKET CASES SETTING PLAN AND UNDERFLOOR REFRIGERATION PLAN R411 MARKET & PARTIAL ROOF PIPING PLANS R421 WALK-IN COOLER & FREEZER PIPING PLAN .. REFERENCE ONLY . R501 REFRIGERATION DETAILS NOT APPROVED WITH THIS PERMIT R511 REFRIGERATION DETAILS R521 REFRIGERATION DETAILS R601 REFRIGERATION SCHEDULES R611 REMS CONTROL WIRING PLAN & SCHEDULES R621 MARKET & WALK-IN CONTROL WIRING PLANS . ALL WORK ON REFRIGERATION DRAWINGS SHALL BE COMPLETED BY TARGET APPROVED REFRIGERATION CONTRACTOR UNLESS NOTED OTHERWISE. .—r DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET ��,�y _O RoFFSs,, 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION _v �� NA" til DRAWN BY WASHINGTON T-0345 MR2010 0 RGLr 1 3. , REFRIGERATION JR8 - /',/, �/ / / SQUARE MAR 11 Nelson-Rudie & Assoc., Inc. cf' �, t CHECKED BY PROJECT CODE CONFIGURATION 1000 NICOLLET MALL Minn 49th Avenue North <`o a`b SYST E 1 L/ \1 �1 MINNEAPOLIS, MINNESOTA 55403 • Minneapolis,MN 55428 SC T, 17 , SFR Tel: (763)367-7600 °TT F F . 0 9009 SW HALL BLVD 270345 RR Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 N / / / / - - - - _ r n.\ D,,.......r..I..\no A g N.AIA 1A/,-..L.:-..-4..... c_...d_.. D\ A.,�:.._t^A nk no 4 c..iM -I_- -- - 2 -I I I I 1( / 14 - - - .- 10 Q I I I I I Q Q 4 44 9 9 1 I 1 Q I I 1 I I I I 1 I 1 t I I I , , I I 1 '�'I I I h)' v I I -�'I I I , , 1 1 1 I I , I ,•:I I I I I I I I I I , , 1 , 1 1 I I I I I I I I I I ,I 1 1 1 1 i 1 1 I I 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _,__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , � I I I � I I I I I I , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 I I I I I I I I .: ,.. r [ I I i I I I I I I I I f I I I I I I i I I I I: I J :1 , I I I I I I I I I 1 I 1 1 1 I 1 1 I I I I I I I . I I I I I I I I I I :l' 1 1 I I I I I I I G I I t I I I I I i I I I G i I ' ail I. _ ... 0" - - - - - - - - - - - -!- - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - - - - - - - - !- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t I I I I I I I • I I I I I I I I I I I I 1 I I I 1 I I I II 1 , 1 1 1 1 I 1 I . I I I I I I I ' I i I I I I I I I I I I l I I I I I I I I 1 • I I I I I I I I I I . • I I I I I I I ;Ii I I I I I I I I I 1 I I © I I I I I ' i I I IV � _ . . .{ -I 'eft* I I I I I I I I I t ., v I I © I I I Vig 4 El . 1 1 1 I 1 I 1 w I I I .1 I I I I I I 1-3-4> ts' ©. •-© en" I I I I f=== IIIIIIIIIIII 1 1 1 1 1 1 I ,: i. I I!�I<< 1 I I t I c I I ' . sED. _ ___ _ ____ _0- - - - - - - --- - - - - - - - --- - - - - - - - - - - a. -I I I I I��I<<I I�I' ,il �r,— 1 0© I I nun" I I I I : I I 4 �® vI ! ! t :I: I �p tall I ! I . I I i i i i ©o _ G ©© 1 I •1 I t ;-r r G , G G I G - , I I i I I I I I I I I 1 I 1 , I I I I I I I m I I I I I I I I 1 4 Q v I I t I 74 I I. I 1 I 1 I _ = =� I _.. . I I I I I I I I I i I I i I I i I I I I I " inn ll�l im ! I I I I I I I Zo 0- _ _ _ _ _ _ _ - - - - _ _ - - - _ _ _ _ _ _ _ _ _ - i _ - , �,- - - - - - - - - - - - - - - . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ - - _ _ _ _ 4110 I I II`I, I 411 �v I — : — { I I t 1 ©© ©'.r .-It , I I I f 1 _:::: .:•I ! : �0© I I I— I I I - - -G I '1 'r '' I I I I , - , I I 1 I I I 1 , , , ILI I I I I I '- I I I I I I i I I I I 1 I ,.. „, Ei. f I II I I I i I i I i 0 I .:.... . . . � .: : . .. I I I I t I 1 I I I I I I i I i I i I I I I I I I 1 I I I I • •0 0 0 0 I t. . I I t I I , . I I II (ii ) 4.5 ( 4 �t ��) 3.5 0 2.5 0 ( 1 } .. 1 REFRIGERATION ROOF PLAN R141 1/16"=1'-0" REFERENCE ONLY • NOT APPROVED WITH THIS PERMIT ROOF BOX SCHEDULE OEQUIPMENT SYMBOL BOX TYPE DIMENSIONS TOTAL QUANTITY W' X L' X D' O18'x18'x24' 5 KEYNOTES: GENERAL NOTES: 24'x24'x24' 0 ["Ti CONDENSER/COMPRESSOR UNIT AND REFRIGERATION PIPING INSTALLED BY c REFRIGERATION CONTRACTOR. RUN REFRIGERATION PIPING FROM A. SEE ARCHITECTURAL SHEET A140 FOR PP PE SUPPORT DETAIL. O 24'x72'x24' 0 °< CONDENSER/COMPRESSOR UNIT, INTO PIPE BOX AND THROUGH ROOF. - SEE R421 FOR CONTINUATION. SEE DETAIL DETAIL 1. SEE ARCHITECTURAL B. NEW HVAC EQUIPMENT INSTALLED BY MECHANICAL CONTRACTOR. O 24'x9O'x24' 2 " SHEET A140 FOR PIPE BOX INSTALLATION DETAILS. R p A SET OWNER FURNISHED ROOFTOP COMPRESSOR RACK AND CONDENSER ON C. FRR INN QWNERRFUgtN SHE ZpOF �R CO,� sppRTHE VENpORWWILL IBE O 24'x96'x24' 0 2 ROOF CURBS. SEE ARCHITECTURAL SHEET A140 FOR ROOF CURBS. C LE /F EE E CON EN uuE C r EgSO RLJN1 I TE EVE g �� ERLHPHOEHXEEI UI MENNNTSS�+I N�I� �HENOR SHOP DRAWINGSI AN(tSEO V C Aw40 FOR RNSTALDLATION REFRIGERATION UCT DPIPE NS.BOX. SEE ARCHITECTURAL SHEET C00 INATEHE E PME T pIMENSIpNSE ANp CONNECTIONg WITH THE O 24x108 x24 1 GOO !N E THE TRACTOR LI ANE OTHER TRADES PRIOR TO INSTALLATION OF ( 4 INSTALL A 12' PIECE OF INSULATION ON ALL UNINSULATED ROOF CURBS' G 24'x12O'x24' 0 I . REFRIGERATION LINES. INSULATION WILL BE USED TO HELP SECURE PIPE O u LABELS. <> 241x138"x24° 0 "c F ALL WORK ON REFRIGERATION DRAWINGS SHALL BE COMPLETED BY TARGET APPROVED REFRIGERATION CONTRACTOR UNLESS NOTED OTHERWISE. \ --� ---. N. DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET d. 5\ O PROFFSs, 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION .�v~� � I N 6F9 0l DRAWN BY WASHINGTON T-0 3 4 5 M R2 01 o a TA RGzt... 13,8 / JRB REFRJGERA11ON ' SQUARE MAR 11 R1 4 1 Nelson—Rudie & Assoc., Inc. �/ ' 'Gy CHECKED BY PROJECT CODE CONFIGURATION 1000 NICOLLET MALL Minn 49th pol Avenue North `rFA A`b SFR ROOF P MINNEAPOLIS, MINNESOTA 55403 Minneapolis,MN 55428 T• 17 •• • Tel: (763)367-7600 SCOTT F F . 9009 SW HALL BLVD 270345 RR Fox: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 / / - - - - \ — \ N /\-` {'1- ---_I --i.\ n7/C %A/A \A/. _I_'.-_-._ _ C_ _ f1\ A _.• -/^A.n\ "Al AC141 .I - n II IAI nMn 14.40 I 1i H !! © I 219 I ^ 1 : i j : 1 0=o i I I I b ©m® ' N ° In j I {ABO� SIGNAL ` , ii f` DUAL-TEMP I ABO d1131-1d (0 (ABO� d1131-1dfG d1131-1Vf10 © ' bN18 0418 018 2 19 IDAI � I • (B05) Illfikx MM-8(B03) 05M-12 05M-12 !' I I , I (804) B04 (ABO� i © Z , 1 I I 2 I . 0 1 r I ' �- 6' 1 I ou El I (B05) 81-0' r.!! 00 0,1 Ii z et EOM 1 : 1 II - • flib I : - I j iii (A01A) ) 9-ZIMO , I I I I OWIZ-8 (Zit) I I i s (A01B) ^" .iii 0 I ' I © , ; ,y 219 I , 1 I (B05) ` I C ►� I I ' ^ in Z 16 . 167._ a I I I 1 1 I DUAL-TEMP I I I (B01) I:. (B02) (B02) (ABOD l ' I 9-1150 ! 8-1150 4-1150 . • a ,y 219 I ' , I I II I , I I � m I I I '. 1 i HI 10 9 I 0 1 ! (A-a) , Yil ( 2 UNDERFLOOR REFRIGERATION PLAN ii .I R401 V4" = 1'-0" ' a. ' V 13 Ell 1© 111 219 I 1 ( I A81(A05) ( �2 TEMP I I V RLN4 F8.N4 RLN4 : 0 i t: A04 I cm cla 2 9 1 in i112 9 0 00 i 219 219 5 © ,y % 5 i 0 I J 21'-6' 3'-5' o iU21'-6' 3`-6' 1130 El 1 T El a 0 1 ABO © 2 1 9 I 2 1 9 2 1 9 Dg L-TEMP J `( I iii f,- A03 I A03 •1 in [:1 IC aMin. 1 [::100[::1 [:i M[:i (:110 1 II in 5 CAM) I AO A02 I y 0 `2 9 I 2 9 2 1 9 rn KEYNOTES: 1 2 GENERAL NOTES: © © i p R401 R401 Q0 � I ® 1 21'-6' p I ' I REMS-3 PANEL. SEE DETAIL 4/R511. A. REFRIGERATION CONTRACTOR SHALL RECEIVE, UNLOAD, SET, ALIGN, AND — — — — — — — — — — — — — — — — — — —LEVEL CASES INCLUDING THE JOINING OF CASES AND INSTALLATION OF 1 !! 4 I ANY COVER PLATES AND TRIM STRIPS. W m 21'-5' 3'-6' °° 2 INSTALL CASE MANUFACTURER FURNISHED TRIM PIECES ON ALL CASES. 1 W � } SEE DETAILS 5/R511 AND 12/R511. gc fl 0 U 0 13 El 1 B. SEE R411 FOR CASE PIPING. 1 3 INSTALL CASE MANUFACTURER FURNISHED FAN BLOWER KITS. •SEE DETAILS 5/R511, 6/R511 AND 12/R511. C. SHIM HUSSMANN GLASS DOOR CASE TO ALLIGN DONUT GASKET. n 11 © s I 0 © saD DDUAL-TOE► I v 2 9 1 l-1Yt10 ©0 T dM3l-lYna 00 d i-lvna 2 9 Zo C REMS-4 PANEL. SIMILAR TO DETAIL 4/R511. D. REFRIGERATION UNDERGROUND BOX IS PROVIDED BY REFRIGERATION 0 219 •CONTRACTOR. 7.rc. ENIa 0�[:1 [:1��[:100[:1 [:1 [-::liC::101 5 in . I rii I DUAL TEMPERATURE CASE. CASE COMES FURNISHED WITH E. PVC REFRIGERATION SLEEVE FURNISHED AND INSTALLED BY i ^ (Fa) 05M-8 Boa 05M-,2 i n o5M-12 m ANTI-SWEAT HEATER CONTROL AND RELAYS FOR CONTROL REFRIGERATION CONTRACTOR. .. ' OF THE EVAPORATOR FAN AND DEFROST. II 219 I 219 219 b F. REFRIGERATION PIPE BOXES ARE NOTED WITH A O © 1 i INSTALL CASE MANUFACTURER FURNISHED INSULATED PARTITION SEE UNDERFLOOR BOX SCHEDULE. I 1 101 81 10 El I ° BETWEEN CASES. SEE DETAILS 5/R521, 6/R521 AND 7/R521. , RR 2V-5' ' ( 7 INSTALL CASE MANUFACTURER FURNISHED FAN BLOWER KITS. SEE G. NOT USED © 1 y I DETAIL 16/R511. SIMILAR TO DETAILS 5/R511 AND 6/R511. � 219 I H. INSTALL CASE MANUFACTURER FURNISHED TRIM PIECES ON ALL Boy P N T INSTALL CASE MANUFACTURER FURNISHED PLEXIGLASS PARTITION CASES. BETWEEN CASES. ' in 8'-7' 1 3'-0' I 0 1 1 ROUTE CASE CONDENSATE DRAIN PIPING UNDER CASES TO CONDENSATE ' .- -I T VACUUM SYSTEM. SEE PLUMBING DRAWINGS FOR DETAILS. I 2 9 I A UNDERFLOOR BOX SCHEDULE 1 CID 10 DO NOT INSTALL CENTER ADJOINING BOLT BETWEEN THE TWO HILL O I e ZIMO 1 2 9 PHOENIX OPEN MULTI-DECK CASES. DIMENSIONS 1 tO BOX TYPE W' X L' X D' TOTAL QUANTITY I I y owiz-e I A01 /O 11 REFRIGERATION PIPING DOWN IN FALSE COLUMN TO UNDERFLOOR BOX. SIMILAR TO DETAIL 8/R521. JA 18'x18'x24' 1 Ell 1 ^ Ao1 M 2 1 9 0 r 219 I 12 DIMENSIONS SHOWN ARE TO SUCTION LINE STUB-UP LOCATION. ADJUST : I I 0 I BOX LOCATION AS NEEDED. SEE DETAILS 5/R521, 6/R521 AND 7/R521. 13 6' PVC ELBOW. _tio I - 2'-9' 21'-4' , 3'-6' . I I © 10 El i` -i".6* © ? © 219 I ©T 219 , ® ' : I a-,co I 11-11S0 ZL415O : 00 r7- 11 v H 1 i 0 a I c c 1 0 9 REFERENCE ONLY ' z NOT APPROVED WITH THIS PERMIT I- C z_ V a 1 MARKET CASE SETTING PLAN ir' R4 01 3/6" = 1'-0" c ii ALL WORK ON REFRIGERATION DRAWINGS SHALL BE COMPLETED BY APPROVED REFRIGERATION CONTRACTOR UNLESS NOTED OTHERWISE. •--• .--. — i _ _ DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET RG1J vK ?'-0 N�' 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION G_Ear 0 ��1 8 FQ �� DWN BY WASHINGTON T-0 3 4 5 M R2 0o OT 0/ JRB MARKET CASES SQUARE MAR 11 / Nelson-Rudie & ASSOC,, Inc. cS' E N CHECKED BY PROJECT CODE CONFIGURATION R4 01 1000 NICOLLET MALL 9100 49th Avenue North FA a� SETTING P N MINNEAPOLIS, MINNESOTA 55403 Minneapolis,MN 55428 • 17 , SFR NRA Tel: (763)367-7600 scOTT F. 0 9009 SW HALL BLVD 270345 RR Fox: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 / \ / - - \ - D- .— '_i_\ /10AC Bern \A/ _1_:__4._- c_.._„_ O\ A..,••-�r"AI.1\(17AG_AM J-..-. no II IN.I "1"1/1 1A.4 SEAL END OF CONDUIT 2/4 LIGHT GREY 18/4 YELLOW CABLE t- `' WITH CALK CONTROL CABLE 18/2. YELLOW TO WALK-IN REMS CONTROL CABLE TO REMS PANEL c--.) MOUNT REFRIGERANT LEAK INDICATOR PANEL 'ANEL. TO WALK-IN REMS ON INSIDE AND OUTSIDE OF WALK-IN COOLER PANEL. • 22/4 LIGHT GREY CABLE '` AND FREEZER. MOUNT ABOVE DOOR. LEAK SEAL END 0 TO REMS PANEL O I I INDICATORS FURNISHED BY REMS VENDOR. MOUNT CONDUIT WITH I I ON THE INSIDE & OUTSIDE OF THE FREEZED/COOLER CALK SEAL END OF CONDUIT -n '-' ABOVE THE DOOR (MINIMUM 7'-6' AFF) TYP. SEE R421. CONDUIT UP TO -`' WITH CALK ii yrr TOP OF WALK-IN HORN/STROBE DOOR SWITCH ® 'I VERIFY THAT REFRIG. LEAK INDICATOR ALARM INSULATED UNIT FURNISHED BY REMS INTERIOR PANEL EXTERIOR FLASHES & BUZZES WHEN REFRIG. IS PRESENT. VENDOR. CONDUIT BY viv ELECTRICAL I VERIFY HEATED VENTS OPERATE PROPERLY AT 22/4 LIGHT GREY 18/2 YELLOW ' ' CONTROL CABLE CONTROL CABLE ii 6 il CONTRACTOR , , �----' FREEZER AND MEAT COOLER. \%lb;i TO PANEL REMS2- PANEL.LK-IN REMS o _ I INSTALL DOOR OPEN ALARM. ON TOP OF WALK IN.il I I MOUNT MAGENTIC DOOR SWITCH. SLNT-4 SLNT-4 NOTE: ' ' YELLOW LIGHT SHALL BLINK REFER TO DETAIL ON x ' ' CONSTANTLY WHEN DOOR IS OPEN. SHEET F111 FOR i I I YELLOW LIGHT SHALL BE OFF WHEN CONDUIT UP TO ,1►∎11M��.�11�W��" " SPRINKLER INSTALLATION X II ELECTRIC HEAT COOLER / THE DOOR IS SHUT. TOP OF WALK-IN isig �j j j j *j j jfj j�j�j�j��j�j�j�j�j��j*j�j�j�j�j�j�j�j'j'j�j�j��•j•j�j�j�j�j�j��j•j j��j j-j j j j- • -j j • I I PROVIDED IN FREEZER DOOR . - : : FREEZER DOOR INSTALL & ADJUST CLOSER MECHANISM JAMBS. 3� I I I I .r------- VERIFY TEMPERATURE READING AND N 78' FLEXIBLE ELASTOMERIC f SEAL INSULATION TO �..-- ` INSULATION, IN ACCORD INSULATED PANEL AND I I ADJUST THERMOMETER TO CORRECT ��"�� " " " ��i��1I f" " " " " "" " -""In"�"�" * �"it" '" "' '*V 1, - WITH SPECIFICATION 24 0719, f PIPING WITH SILICONE I I J IF READING. �.�A��.�A��.��.��. A�. . .�A. . .��. .��.��.► � .e�. .��_sA ��.��A.��o.�.�.�A.� GLUED TO PIPING (TYPICAL). % CAULK REFER TO I I k > WALK-IN--� D SEAL END OF ��_�\\�\�� % SECTION 07 9200 I I ADJUST LATCH AND STRIKE MECHANISM COOLER kCCONDUIT WITH I I SO THAT DOOR WILL LATCH CLOSED. BOOT FURNISHED AND PIPE INSULATION TO INSTALLED BY SPRINKLER I I ADJUST DOOR CLOSING MECHANISM --- BE CONTINUOUS CONTRACTOR. /,r, ' ' OR HINGES T4 PULL/PUSH DOOR COOLER DOOR THROUGH PENETRATION CLOSE FROM OPEN POSITION. rTTTT TrT7.-I NOTES: HORN/STROBE DOOR SWITCH , INSULATED CEILING ADJUST AND SHIM HINGE PLATES SO 1. LOW VOLTAGE WIRING CONNECTIONS BY UNIT FURNISHED BY REMS INSULATED - CUT HOLES �/8' LARGER ro � PANEL �C REFRIGERATION CONTRACTOR. ` •■ VENDOR. PANEL THAN O.D. OF INSULATED REFRIGERANT LEAK THAT DOOR GASKET CONTACTS PIPE T RANSDUCER FURNISHED ci.1 -- DOOR FRAME WHEN DOOR IS CLOSED. 2.HORN/STROBE DOOR SWITCH UNIT, V -� LI_IJ -/k_ BY REMS VENDOR. MOUNT Y ,� VERIFY OPERATION OF DOOR FRAME LOW VOLTAGE CABLE AND CONDUIT INSTALLED BY ELECTRICAL CONTRACTOR. VERTICALLY TO THE HEATERS NOTE: FLOOR INSIDE WALK-IN 3.FOR FREEZER, DOOR SWITCH WILL 1. DO NOT USE SPRAY FOAM MATERIALS TO SEAL PENETRATIONS. COOLER AND FREEZER 12' ADJUST DOOR SWEEP TO MAKE CLOSE LIQUID LINE SOLENOID AND 2. SPRINKLER PIPE AND FITTINGS SUPPLIED BY SPRINKLER CONTRACTORS. AFF. SEE R421 FOR CONTACT WITH FLOOR SLAB. SHUT OFF THE EVAPORATOR FAN FREEZER DOOR 3. DO NOT INSTALL INSULATION UNTIL BOOT IS INSTALLED. MOUNTING LOCATION. WHEN DOOR IS OPEN. WALK-IN FREEZER NOTE: 4. REFER TO F111 FOR INSTALLATION DETAILS FOR THE SPRINKLER. ELECTRIC HEAT PROVIDED 4.SEAL ALL COOLER/FREEZER PANEL 1. DO NOT USE SPRAY FOAM MATERIALS TO SEAL PENETRATIONS. IN BOTTOM OF FREEZER PENETRATIONS. SEE DETAIL 3/R501. FIRE SPRINKLER INSULATION AT DOOR. WALK-IN FREEZER AND COOLER DOOR SWITCH/ALARM DETAIL 3 PANEL PIPE PENETRATION (LIQUID, SUCTION AND DRAIN LINES WALK-IN COOLERS AND FREEZERS COOLER AND FREEZER DOOR DETAIL 2 4 ,; R501 _ NOT TO SCALE R501 NOT TO SCALE R501 NOT TO SCALE R501 NOT TO SCALE I LIGHT GREY 22/4 CONTROL CABLE LIQUID LINE SOLENOID TO REMS PANEL. VALVES SUPPLIED WITH THE 120V AC IN CONDENSER/ COMPRESSOR CONDUIT FROM UNITS. INSTALL ON TOP OF REMS PANEL. THE WALK-INS. 14"I \ MIN 6' HORIZONTAL RUN SEE ELECTRICAL • v JUNCTION BOX PROVIDED BY EMC. DRAWINGS. PENETRATION SIMILAR TO DETAIL 14/R501. BEFORE TRAP. INTALL TXV SEAL PENETRATIONS. MN BULB AT 5 O'CLOCK ON A "'`' SEE DETAIL 3/R501. HORIZONTAL RUN AWAY COOLER/FREEZER ROOF REFER TO REFRIGERATION FROM JOINTS. EVAP .11111 SCHEDULE FOR PIPE SIZE. •1 COIL IN 'N 1%. UNISTRUT WITH TOP OF WALK-IN FREEZER AI FLOW _ i - ■�4 'NI KLO SHURE CLAMP. TEMPERATURE SENSOR PROBE I EVAP. 0: TEMP SENSOR PROBE, EVAPORATOR COIL DEFROST COIL SEAL PENETRATION. • UNISTRUT TERMINATION SENSOR INSTALLED CONNECT CONTROL CABLE NI HAND VALVEUTS & WASHERS ON COIL BY EVAPORATOR COIL TO THE DEFROST TERMINATION SENSOR 0 �''' t1�YP) WIRE COILED IN THE EVAPORATOR COIL SEAL PENETRATIONS .Q LIQUID DRIER INSULATE DRIER MANUFACTURER. THE SENSOR WIRE IS ELECTRICAL BOX. SEE DETAIL 3/R501.• j AFTER INSTALLATION SEAL INSULATION TO COILED UP IN THE ELECTRICAL BOX. LIQUID PIPING 3� INSULATED PANEL AND I OIA I w INVERTED P-TRAP .,. ,■, 74' FIRE TREATED WOOD BLOCK 18 UNISTRUT WITH • N AT TOP OF RISER. ►---� ►--.PIPING WITH SILICONE _ %' FLEXIBLE ELASTOMERIC K 0-SHURE CLAMP. 0 r CAULK REFER TO j INSULATION, IN ACCORD I A ( I I FIRE TREATED 4x4 TO SPAN � � / � � JUNCTION BOX WITH SPECIFICATION 24 0719, MIN 2 PANEL JOINTS SECTION 07 9200 GLUED TO CONDUIT (TYPICAL). NOTES: I ∎- SEE 5/R501 I II I III I■% , 1. THE DEFROST TERMINATION SENSOR SEAL PENETRATIONS. II II IS INSTALLED ON WALK-IN FREEZER 1 SEE DETAIL 3/R501. \ k EVAPORATOR COILS. o COOLER/FREEZER ROOF = �' -� """ 3 o REFER TO REFRIGERATION ''its*IAA' �� ff f��f t�� -tt�A f ttttttAVAVI �5"' /8 FLEXIBLE ELASTOMERIC v 1W --"_�_"-1_�--- --- �_�_------- _� O w -�_�_r_-._�-w-T-P-,---w-w� INSULATION, TYPE '0' AS PER V.4041/21/ 2. LOW VOLTAGE CABLE INSTALLED BY EVAP 11 1 SCHEDULE FOR PIPE SIZE. .■ ... SPECIFICATION 24 0719 GLUED SPE ELECTRICAL CONTRACTOR. -�- COIL �'� 15 ' UNISTRUT WITH i TO HANGER ASSEMBLY �7� v � ' � kitt v 111111" ��! SUCTION PIPING I /8 - EAL PENETRATIONS WITH 1 (TYPICAL) �� "��' I� � , 3. LOW VOLTAGE WIRING CONNECTIONS BY KLD SHURE CLAMP. SEAL VIEW 07 SILICONE 9200 CALK REFER TO SECTION NUT 11 REFRIGERATION CONTRACTOR. -M- TEMP SENSOR, 3 ' NU - 4. SEAL ALL COOLER/FREEZER SEAL PENETRATION. I ' WASHER PENETRATIONS. SEE DETAIL 3/R501. P-TRAP AT BOTTOM OF $' ALL THREAD SUCTION RISER. FACTORY BRACKET NOTE: (TYP) 1. DO NOT USE SPRAY FOAM MATERIALS TO SEAL PENETRATIONS. NOTE: DO NOT USE SPRAY FOAM MATERIALS TO SEAL PENETRATIONS. SUCTION PIPING WALK-IN EVAPORATOR COIL 5 COOLER /FREEZER CONDUIT PENETRATION 6 ELECTRIC DEFROST TERMINATION SENSOR DETAIL 7 EVAPORATOR COIL PIPING DETAIL /TEMP SENSOR LOCATION 8 EVAPORATOR COIL SUPPORT R501 NOT TO SCALE R501 NOT TO SCALE R501 NOT TO SCALE R501 NOT TO SCALE/V IC I \ COOLER EXTERIOR INTERIOR '-\ \1_EVAP. COIL I I \ \ PANEL INSULATED \ �� STRIP SCREED \ \ \ *14 x 1' HEX HEAD \\ \ _•T_ I I _ SCREW Q 12. 0.C. MAX. UNION \ \-f .1 I I *8d COATED NAILS 1 f ' x 11/ • 18 GA. (TYPICAL) \ \ 1- \ EXTERIOR INTERIOR 36' O.C. MAX. CONTINUO S ANGLE \� Imo\ I . INSULATED 1 CO I I \ \ PANEL Y • DIA. CONTINUOUS ` TRAP COOLER DRAIN PRIOR I ' \ \ SLNT-4 V CO FREEZER TO CONNECTION WITH ( \ \ � \ �EVAP. COIL AD OF BUTYL CALK r \ I 111Pc, �/4' x1�4' TAPCONS FREEZER CONDENSATE Il \ \ \ AT 12 O.C. MAX. DRAIN. \ \ \ \ '\ \ \ \ SLNT-4 - SLOPE CONDENSATE \ \\ ■\\ \ FINISHED FLOOR DRAIN IN COOLER \ �� 1 . /4 PER FOOT. I p p p • . AAW i • - I I 4 4 4 D D ° D TRAP LOCATED IN C \ \ IR x 1Yff ' DRIVE PINS 4 4 4 4 ° . • ; p o • p COOLER PRIOR TO Q 36 0.C. MAX. 4 4 4 • 4 • . D i CONNECTION WITH I v o . A COOLER CONDENSATE CO • DRAIN. STRIP SCREED , *14 x 1' HEX HEAD o - o • o , © / DIA. CONTINUOUS K 11111111 SLOPE CONDENSATE BAD OF BUTYL CAUL p / I SEW °PENETRATION THROUGH ?RAIN IN FREEZER bÔF0BUTYLCALK - D D ° ° Ailik/ 1/ x 1/ 18 GA. CONTINUOUS ANGLE p p p p ° ° • O COPPER CONSENSATE DRAIN PIPE IN BASE SCREED ° p ° p A INSULATE CONDENSATE DRAIN PIPE < . p OUTSIDE OF THE WALK-IN COOLER OR FREEZER ANO MEAT COOLER RAPPED SLNT-4 0 0 • • • ° ° o FREEZER. EXCEPTION - CONDENSATE WITH HEAT TAPE AND INSULATION. SLNT-4 I ' - • � - - � � - INSTALL HEAT TAPE IN ACCORD WITH *� I/' x 11/4' TAP CONS ® A LINES IN LABELING ROOM DO NOT NEED MANUFACTURER'S COMMENDATIONS. A 12' O.C. MAX. p ° p o p O • O - O TO BE INSULATED. SEE SPEC. SECTION 24 0719. � • O O O r - p p• p FINISHED FLOOR I J A ° TRAP , o . FLUSH WITH FLOOR A D •■•■•■�'�� • '� � ��'��V �♦0 _ , , , BEFORE INSTALLING ° ��♦��♦� �♦ .� n. 2' AIR GAP ° ° D 4 A , I ' DIA. ° ° WALK-IN PANELS. p p . * . • w ° ° ° ° ° ° CTINUOUS ° ° \-t:FLOOR TILE ° ° ��♦�♦�♦��♦�♦♦♦�♦�� D 4 D ' I flBE$ L%ALK O D NIC � � ....** � N ' ' °� REFER TO ARCHITECTURAL o ♦..,.♦ FLOOR SINK OR VACUUM ACCUMULATOR I SHEET A352 FOR BLOCKING, D ♦♦♦♦♦�♦,♦ ♦ ♦ .♦♦♦♦ i VAPOR BARRIER AND A � ��.�� y INSULATION DETAILS • p 9 CONDENSATE DRAIN PIPING INSTALLATION to FLOOR TO WALL PANEL JOINT @ WALK-IN COOLER 11 NOT USED 12 FLOOR° TO WALL PANEL JOINT WALK-IN FREEZER R501 NOT TO SCALE R501 NOT TO SCALE R501 NOT TO SCALE R501 NOT TO SCALE 3A. LAG BOLTS AND WASHERS 0 24' O.C. CONTINUOUS BEAD OF SILICONE CEILING PANEL IS FURNISHED WITH CONDENSER/ CALK REFER SECTION 07 9200 PRE-DRILLED HOLES. COMPRESSOR � OTECT I � UNIT OVERIDINSULAT ON PROTECTIVE FORJACKETING // EXTERIOR PIPING IN ACCORD WITH ' FILLER % SPECIFICATIONS. r III �IZ+T�Z� INVERTED TRAP REQUIRED FILL VOID SPACE C MPLETEL VINYL GASKET , AT TOP OF SUCTION RISER WITH FOAM IF GAP EXCEEDS 4'. CEILING FACTORY INSTALLED .. / / DRIER TRIM OFF EXCESS FOAM THAT PANEL PIPE BOX SQUEEZES OUT THE TOP. REFER • ' ' DIA. CONTINUOUS F TO SPEC. SECTION 24 3623. / LOW VOLTAGE CABLE. BEAD FACTORY INSTALLED `. ' �-�, BAD OF BUTYL CALK \ , LIQUID LINE SIGHT GLASS I SEAL PENETRATIONS WITH / %s' OD HDPE TUBING. l ' '' SILICONE CALK REFER TO J' CONTINUOUS WALL / SECTION 07 9200 PANEL INSTALL INTERMEDIATE ROOF INSULATE SUCTION LINES PER SPECIFICATIONS. ADD lNSULATlON ON �� `� T T T T T T T P-TRAP ABOVE CEILING e1 NON-INSULATED LIQUID LINES FROM A , IF RISER IS ABOVE 15 -0 POINT 6' OUTSIDE OF THE BOX AND INSULATED CEILING HIGH 4°66 gaiirzpuiLNITA4D 4F PANEL INSULATED INSULATED TO Q POINT 6' BELOW THE ROOF PANEL PANEL DECK. USE 3/8' WALL THICKNESS PANEL GASKET / AT CEILING INSULATE LIQUID LINES ----.. TO WALL JOINT. SEE SPECIFICATION IN ACCORD WITH SECTION 07 9200. i CONTINUOUS BEAD --"-- SPECIFICATIONS. LIQUID LINE SOLENOID OF BUTYL CAULK DIA. CONTINUOUS ON TOP OF WALK-!N PANEL GASKET SEAL PENETRATIONS WITH 1/2"'AD OF BUTYL CALK SILICONE CALK REFER TO SECTION ,: 0 07 9200 WALL ` REFERENCE ONLY PANEL 01 NOT APPROVED WITH THIS PERMIT A NOTE: I / EXTERIOR INTERIOR 1. DO NOT USE SPRAY FOAM MATERIALS TO SEAL PENETRATIONS. ■ ; I: P-TRAP REQUIRED AT 11C11U BASE OF SUCTION LINE VINYL GASKET RISERS OVER 61 IN LENGTH. 13 CEILING TO WALL PANEL JOINT 14 LOW VOLTAGE SINGLE WIRE COOLER/FREEZER PENETRATION 15 TYPICAL PANEL TO PANEL JOINT 16 WALK-IN COOLER/FREEZER COND/COMPRESSOR UNIT PIPING R501 NOT TO SCALE R501 NOT TO SCALE R501 NOT TO SCALE R501 NOT TO SCALE ALL WORK ON REFRIGERATION DRAWINGS SHALL BE COMPLETED BY APPROVED REFRIGERATION CONTRACTOR UNLESS NOTED OTHERWISE. DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET PROF 34 JUNE 2010 �� FSS, 06-30-2010 BP-3:0 COMPLETE CONSTRUCTION 11111111 �V�� G I N E� rO,y9 DRAWN BY WASHINGTON -034 M RL O�O REFRIGERATION , 0 T A RG....5ul 17 13,8 _* `� �,►- /I / JEC MAR 11 R501 E SQUARE Nelson-Rudie & Assoc., Inc. CHECKED BY PROJECT CODE CONFIGURATION 1000 NICOLLET MALL 9100 49th Avenue North `S' q�� MINNEAPOLIS, MINNESOTA 55403 Minneapolis,MN 55428 6a.., T, 17 . N. SFR NEI DETAILS Tel: (763)367-7600 s(17-1 F . 0 MIIIIIIIIIIIIIII MEM Mill 11.11.IIIIII 9009 SW HALL BLVD 2 70345 RR Fox: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 /"1.\_Cl_...___.1_1._1(In_A_L 1A.LA lAL..-L! S__....__.. D\ A r•_Aro.An Ar..rfYI__ PROVIDE JACKET TO PROTECT II 1. ON ROOF IN ACCORD WITH SPECIFICATIONS PIPING FROM ROOFTOP PROVIDE JACKET TO PROTECT PROVIDE JACKET TO PROTECT EXPOSED INSULATED PIPING COMPRESSOR RACK AND EXPOSED INSULATED PIPING EXPOSED INSULATED PIPING PIPE BOX, COORDINATE WITH ARCHITECTURAL /\\ / CONDENSER UNIT I f ON ROOF IN ACCORD WITH ON ROOF IN ACCORD WITH SPECIFICATIONS DRAWINGS SPECIFICATIONS I PIPING FROM PIPE BOX, COORDINATE WITH ROOFT1fi: TRIM PIECE I30R^ - --'�� TOP OF SUCTION RISERS REFRIGERANT PIPING EXTERIOR CASE INXCTI'' UN — ON RR, _ UNIT WALL , WALL PIPE BOX I I_ -- , I SEAL PENETRATIONS AT —� FAN �'''- /, -r r , ; I-_ , , PIPE BOX AND ROOF DECK. - ( ; I-_ , ,_ SEAL PENETRATIONS AT r--,:. HANGER SEE DETAIL ROOF INVERTED P TRAP AT FRONT KIT I PIPE BOX AND ROOF DECK. ' . PROVIDE DOUBLE SUCTION RISERS I- ' ; PIPE BOX AND ROOF DECK. ROOF 8/R511 OR 3/R521 TOP OF SUCTION RISER i BACK OF CASE BELOW ' FROM CEILING SPACE TO ABOVE ROOF HANGER SEE DETAIL 8/R511 OR 3/R521 -� ' IP, ' CAS E L , , ' AS NOTED ON REFRIGERATION SEAL _�"i"''.iw - ... �'' SCHEDULE WHEN RISERS ARE �� .•• �.. _, ��!.��GREATER THAN 6 IN HEIGHT. SEAL 1114W -MrhillirAilllirrALWAkillrrigilLA_ - -�, PENETRATIONS ~ ' ROOF PENETRATIONS N AT PIPE BOX 1'-O' „1 REFRIGERATION < 7' 3• �' AT PIPE BOX 1-0' "� REFRIGERATION PIPING RISERS INSTALL CASE MANUFACTURER ,<,,i'•■ • TRAP AT BOTTOM PIPING RISERS TRAP AT BOTTOM —1- ' PANEL TO BOCK BLANK-OFF SPACE CEILING OF SUCTION RISERS 1 OF SUCTION RISERS BETWEEN WALL AND CASE FROM REFRIGERATION - I FAN KIT TO END OF CASE. I 'F REFRIGERANT PIPING TO BE PIPING "�' NOTCH BLANK-OFF PANEL AS REFRIGERANT PIPING INSTALLED IN FALSE COLUMN Q )' NEEDED TO ACCOMMODATE INSULATE REFRIGERATION LINES TO BE INSTALLED IN CEILING AGAINST OUTSIDE WALL SEE ' PIPING OR WIRING CONNECTIONS. IN ACCORD WITH SPECS. ADD CEILING FALSE COLUMN. ARCHITECTURAL DETAIL INSULATION ON NON-INSULATED INSTALL INTERMEDIATE SUCTION SEE ARCHITECTURAL SLOPE REFRIGERATION PIPING 5/A501 FOR ENCLOSURE FOR 1' PARTITION , LIQUID LINES FROM A POINT 6' 1 ' ' ' LINE P-TRAP ABOVE CEILING SLOPE REFRIGERATION PIPING DETAIL 4/A501 FOR-----"' FOR CONTINUATION 1' IN 20' TOWARD ROOFTOP CONTINUATION SEE DETAIL TRAP AT BOTTOM BETWEEN �� REFRIGERATION PIPING OUTSIDE OF THE BOX AND TO I Y. , 1 IN 20 TOWARD ROOFTOP ENCLOSURE. SEE DETAIL 16/R511 OF SUCTION RISER CONNECTION AT THE TOP A POINT 6' BELOW THE ROOF CEILING ' , IF RISER IS ABOVE 15-0" HIGH l< ; OF THE CASE. COMPRESSOR RACK AND 12/R5111 7 CASES DECK. USE 3/8' WALL THICKNESS COMPRESSOR RACK AND ? CONDENSER UNIT. CONDENSER UNIT. ge � ■ ' REMS—X �_ � PROVIDE DOUBLE SUCTION RISER (SEE PLANS) WHERE NOTED ON PLANS, SEE CASES I I I DETAIL 9/R511 CASES I 111 CASE I TRAP AT BOTTOM ' CONTRACTOR TO FAN REFRIGERATION PIPING IN 1 OF SUCTION RISER INSTALL CASE MANUFACTURER KIT I WALL OR FALSE COLUMN. , PROVIDED TRIM 1 I CONTRACTOR TO INSTALL CASE ' 1 CASE MANUFACTURER PIECE. i ' SUCTION AND LIQUID PROVIDED TRIM PIECE. Iii , ' I � LINE ON TOP OF CASE ■ 4 SPACE BETWEEN I WALL AND CASE I INTEGRAL TO ' ' I CASE STRUCTURE. A‘ / P-TRAP REQUIRED AT '' SUCTION AND LIQUID BASE OF SUCTION LINE. l j. ' ' LINE CONNECTION FINISHED F FINISHED FLOOR ,_ ` AT TOP OF CASE FLOOR R _, ,_ Jr PLAN VIEW 1 REFRIGERATION PIPING RISER 2 REFRIGERANT PIPING FOR SALES FLOOR CASES @ FALSE COLUMN 3 REFRIGERANT PIPING FOR SALES FLOOR CASES @ WALL 4 REFRIGERATION CONTROL PANEL LOCATION DETAIL R511 NOT TO SCALE R511 NOT TO SCALE R511 NOT TO SCALE R511 NOT TO SCALE z..--- (E) SUB-PURLIN -" ROOF DECK PIPING SHALL BE INSTALLED -1,- CONTRACTOR TO INSTALL CASE BELOW TOP OF TRIM PIECE HIDDEN FROM VIEW. MANUFACTURER PROVIDED TRIM FAN BLOWER KIT TO VENTILATE SPACE INSULATED SUCTION LINE PIECE. BETWEEN BACK OF CASE AND WALL. P1346 UNISTRUT ANGLE 7' W/ (2)-%2'#x1/4' LAG SCREW CONTRACTOR TO INSTALL LIQUID LINE r��, OR ITW BUILDEX SAMMY'S its.-------CE) PURLIN CASE MANUFACTURER SIDEWINDERS FOR WOOD PROVIDED TRIM PIECE. �, FAN BOX BEHIND — L • - 4 , PIPING. SWG 10 (TYP.) 23/ WASHER TOP 7' �. CONTRACTOR TO INSTALL CASE REFRIGERATION PIPING 3 M M - 4ASHER BOTTOM i -I- MANUFACTURER FURNISHED FAN /$ ALL THREAD 2'x6' METAL ,, 0 HANGER ROD APICAL) STUD CUT TO 4 I I I BLOWER KITS AND BLANK-OFF PANELS. INSTALL CASE MANUFACTURER ��o. 0.. 0.:. LENGTH �� ' '�, INSTALL IN ACCORD WITH CASE FURNISHED END TRIM PLATE � l'-- �� i MANUFACTURER'S INSTRUCTIONS. I ON BOTH ENDS OF LINEUP. c,t; FASTEN AND SEAL TO CASE AND WALL. P1000 UNISTRUT 8'-O' MAX SPAN t ; SEAL MECHANICAL INSULATION TIGHT TO TOP OF CASE WITH BEAD OF SILICONE REFRIGERATION CAULK. REFER TO SPEC. SECTION 07 9200. 3/a' FLEXIBLE ELASTOMERIC PIPES I INSULATION, IN ACCORD WITH GENERAL NOTES: CONNECT TO CASE MANUFACTURER SPECIFICATION 24 0719, GLUE SUPPLIED PIPING. t'o• TO METAL STUD (TYPICAL) N''''------ A. SUPPORT ALL PIPING FROM (E) PURLIN. 4' SPACE BETWEEN WALL AND CASE 3 3NUT&3g3WASHER TOP SUB-PURLIN. I INTEGRAL TO CASE STRUCTURE. /$ / B. DO NOT HANG FROM tE) SUB-PURLIN (2) NUT& WASHER SUCTION AND LIQUID PIPING INSIDE I BOTTOM/ / C. ALL HANGERS AND HANGER SUPPORT CASE BY CASE MANUFACTURER. (TYPICAL) SHALL COMPLY WITH REQUIREMENTS OF LOCAL CODE AUTHORITIES. SET SUCTION AND LIQUID HEADER D. SEE DETAIL 16/R521 FOR PIPES ON TOP OF 1" THICK BY 4" WIDE --- *Kr Ar.r.onr -.■11■ RUNNING PREPENDICULAR TO PURLIN � -- ■�!■ E. NOTE: STRIP OF RIGID INSULATION GYP WALL ■u■ SPACED EVERY 4'-0" I '— �-- v 2'x6' METAL 0 AVERAGE PIPE SIZE = 1' 4' SPACE BETWEEN WALL AND CASE o AVERAGE PIPE WEIGHT 1 PLF INTEGRAL TO CASE STRUCTURE. STUD MAX N0. OF PIPES PER INSTALL CASE MANUFACTURER FURNISHED END KICK PLATE END VIEW HANGER = 20 /\,/ �-GYP WALL EXTENSION. P1000 UNISTRUT PER HANGER UNLESS APPROVED BY STRUCTURAL ENGINEER 0 BRACING NOT REQUIRED FOR I I FINISHED FLOOR PIPING 3' AND SMALLER. 5 TOP OF SALES FLOOR CASES 6 CASE FAN BLOWER DETAIL - CASE TO WALL 7 NOT USED 8 REFRIGERATION PIPE HANGER DETAIL (PIPING PARALLEL TO PURLIN) R511 NOT TO SCALE R511 NOT TO SCALE R511 NOT TO SCALE R511 NOT TO SCALE ------4--- STRUT MOUNTED CLAMP REFRIGERATION SUCTION LINE TO ROOFTOP PIPING COMPRESSOR RACK AND 7 ) SET SUCTION AND LIQUID PIPING CONDENSER UNIT. N ON TOP OF 1" THICK BY 4" WIDE G% ) STRIP OF RIGID INSULATION INVERTED TRAPS ' CONNECT TO LIQUID AND SUCTION SPACED EVERY 4'-0" ON TOP OF N. -7 PIPING CONNECTIONS AT THE TOP CASE. TYPICAL. OF THE CASE. TYPICAL. INSULATION COUPLING OR INSTALL CASE MANUFACTURER y INSULATED INSERT. REFER TO SUCTION AND LIQUID HEADER FURNISHED TRIM PIECE ON PROVIDE DOUBLE SUCTION _ SPEC. SECTION 24 0719. _ s _ _ PIPING ON TOP OF CASE. TOP OF CASE. RISERS FROM CEILING SPACE S i " , " " -' - 11 - - 1 - - , ' - I TO ABOVE ROOF AS NOTED ON , REFRIGERATION SCHEDULE ' ' ' ' ' ' ' ' ' WHEN RISERS ARE GREATER I " I ' I " I ' I " I " I ' I " I / I THAN 6' IN HEIGHT. /\/` UNISTRUT MOUNTED TO ' i' 1' I ' I ' ' I ' I ' I ' I ' I' ARCHITECTURAL STEEL ' 1r I' ,' I' i/ I' I' I' I' I I 10 STUD. ► '' ' �r ' ► r �' � '' '' I� � DUAL TEMP DOUBLE SUCTION RISER SUPPORT DETAIL F_ RISER IN FALSE COLUMN OR R511 NOT TO SCALE WALL. CEILING — 3/g' FLEXIBLE ELASTOMERIC `: L L LARGER DIAMETER SUCTION RISER. SMALLER DIAMETER SUCTION RISER. INSULATION, IN ACCORD WITH - ir 17-----------SEE DETAIL 5/R511. - %%/ FOR SIZE SEE ICE CREAM SUCTION RISER FOR SIZE SEE DAIRY SUCTION RISER INVERTED P-TRAP SPECIFICATION 24 0719, GLUED ,-I .41i. 74g I — T/ — _Jr. - — — -T— — I �c — — T — -►. 1 — 71 LINE SIZE COLUMN IN THE ROOFTOP LINE SIZE COLUMN IN THE ROOFTOP TO METAL STUD (TYPICAL) _ T '_ T — — — T - �'T— — — — — T COMPRESSOR RACK AND CONDENSER COMPRESSOR RACK AND CONDENSER AT TOP OF RISER .� �� UNIT AND MARKET AREA REFRIGERATION UNIT AND MARKET AREA REFRIGERATION �4 APPROVED PIPE SCHEDULE ON SHEET R601. SCHEDULE ON SHEET R601. /4 \,....,.._ REFRIGERATION PIPING DOWN i♦ HANGER, SEE DETAIL INSTALL CASE MANUFACTURER INSTALL CASE MANUFACTURER SUCTION LINE FROM TOP OF �� 8/R511 OR 3/R521 IN FALSE COLUMN TO TOP OF CASE. , DUAL TEMP CASE. %� - FURNISHED 30' LONG BLANK-OFF FURNISHED FAN BLOWER KIT. (� PANEL. FASTEN AND SEAL TO INSTALL IN ACCORD WITH CASE SET SUCTION AND LIQUID PIPING 4.07 J CASE AND WALL. NOTCH MANUFACTURER'S INSTRUCTIONS. SET TOP OF 1' THICK LIQUID 4 WIDE - ( r' BLANK-OFF PANEL AS NEEDED TO FASTEN AND SEAL FAN KIT TO CASE NOTE: FOR FROZEN SYSTEM CASE LINE-UPS STRIP OF RIGID INSULATION _ ) ACCOMMODATE PIPING OR WIRING AND WALL. TYPICAL. WITH TWO OR MORE CASES AND HOT GAS INSTALLCASE MANUFACTURER SPACED EVERY 4 -0 INSULATION TOP OF SUCTION LINE 18'MAX CONNECTIONS. TYPICAL. DEFROST, THE LIQUID AND SUCTION HEADER FURNISHED TRIM PIECE ON \{ PIPES ARE INSTALLED INSIDE THE CASES TOP OF CASE. CASE. TYPICAL. TRAP INSTEAD OF ON TOP. SEE DETAIL 13/R511. '•-► LIQUID LINE SUCTION AND LIQUID HEADER INSTALL CASE MANUFACTURER 9 DUAL TEMP DOUBLE SUCTION RISER DETAIL 11 TOP OF RISER DETAIL 12 CASE PIPING DETAIL PIPING ON TOP OF CASE. FURNISHED TRIM PIECE ON TOP OF CASE. R511 NOT TO SCALE NOT TO SCALE NOT TO SCALE - , I , 1 , I , I , 1 , I , I , 1 i , , , , i 1 , i I i I / , , , 1 / , , 1 ' 1 / 1 / 1 , 1 / / / / / / / / r\ I I/ i' 1 i , i ,•4*. REFRIGERATION PIPE lSII !% ' ' ' ' ' 1 ' v WITH INSULATION /�/ , 3 I �;,. r- r AND PVC JACKET // /e THICK FLAT�� / INSULATION '� I CONNECT TO LI UID AND SUCTION ti iii I S S ` PIPING CONNECTIONS AT THE TOP �� 000 t/ S— L' L `� OF THE CASE. TYPICAL. L00 � /// 2"x6" STUD SUCTION LINE RETURN LIQUID LINE TAKE OFF III / - - SEE DETAIL 5/R511. r CONNECT MAIN LIQUID AND SUCTION LINES NOTE 1) WHEN RE-USING AND 4 e _-rag �.► -_- -'- - .► .► •► - -'I FROZEN CASE SYSTEM LINE-UP FOR SYSTEM LINE-UP TO LIQUID AND SUCTION CONVERTING ELECTRIC UNISTRUT SUPPORT \. �� .. CX� no WITH HOT GAS DEFROST CONNECTION POINTS FURNISHED AT THE TOP DEFROST CASES TO GAS OF THE CASE. ONLY ONE CASE IN THE SYSTEM DEFROST, ABANDON EXISTING UNISTRUT 11110. 0 —'�'- % % % % L LINE-UP WILL BE FURNISHED WITH TOP PER CASE PRE-PIPING, SUPPORT / ' - - % L % Eli% , %■ CONNECTIONS. RE-PIPE LINEUPS IN ACCORD // S / S / BOLT UNISTRUT TO WITH THIS DETAIL. �,II�� ///� BASE. v n n n n n n n n n ��// EVAPORATOR EVAPORATOR r "� I I ,r , I , ,'' a ► COIL COIL O /� ,I /� ,� /� /� ,1 /� / 1 1 I I LIQUID AND SUCTION PIPING 1- 03 I �/ � �� I �, I �� I �, � �, I �, I �, I �/ FROM TOP OF CASE TO INSIDE o n TXV LOWER FRONT OF CASE w ' ' ' ' ' ' ' ' ' ' ' ' ' 1 � I , I � 1 � 1 , I � 1 , i � I � to ' / /, I / /, I / ,' 1 /.-' I / ,, I , I / .-/ I ' , I / /,.._VALVE �L— -L E FURNISHED BY CASE jTYP. S. S ►� MANUFACTURER. v , L - � _ - � _ - u _ - u _ - L _ - L _ - LI _ - L _, , '; ; ; ; SUCTION LINE MAY BE REDUCED INSTALL CASE MANUFACTURER INSTALL CASE MANUFACTURER ,'I ,,I ,,I ,'I ,'I ;I , ,' ONE PIPE SIZE AFTER OF I-- = FURNISHED FAN BLOWER KIT. INSTALL FURNISHED BLANK-OFF PANEL. CUT , I , I , , I , I , I , I , LOAD AND REDUCED AGAIN ONE z 0 NOTE: PER CASE MANUFACTURERS PANEL TO FIT. FASTEN AND SEAL I I i I I I ' PIPE SIZE AFTER OF THE w �C _ r INSTRUCTIONS.FASTEN AND SEAL TO BOTH CASES. NOTCH 1 / 1 / I / 1 / / 1 / 1 / I / ° AVERAGE PIPE SIZE - 1 LOAD. THE SUCTION HEADER = 2 FAN KIT TO BOTH CASES TYPICAL. BLANK-OFF PANELS AS NEEDED TO 1 ' I ' ' I I 1 SHOULD NOT BE REDUCED ° AVERAGE PIPE WEIGHT = 1 PLF ACCOMMODATE PIPING OR WIRING BELOW THE COIL CONNECTION 4' x 4' TREATED WOOD MIM. 2' ° MAX NO. OF PIPES PER CONNECTIONS. TYPICAL. PROVIDE LIQUID AND SUCTION HEADER-- SIZE. LONG WITH WRAPED WITH SUPPORT = 20 INSIDE LOWER FRONT PART OF CASE AND INCREASE LIQUID LINE TWO SIZES MEMBRANE SEE ARCH DETAIL ° MAX SUPPORT SPACING = 10'-0' REFRIGERATION PIPING UP CONNECT TO EVAPORATOR COILS. INSTALL OVER LINE SIZE FOR IN CASE ' 9/A140 FOR DETAILS ON THE ° TOTAL MAX WEIGHT = 100 LBS IN FALSE COLUMN. SEE ACCORDING TO CASE MANUFACTURER'S LIQUID HEADER. TAKE OFFS TO WOOD IS WRAPED WITH PER SUPPORT ARCHITECTURAL DETAIL 4/A115 NOTE: FOR FROZEN SYSTEM CASE LINE-UPS INSTALLATION INSTRUCTIONS. EVAPORATORS EXIT BOTTOM OF ' MEMBRANE AND CONECTED TO FOR FALSE COLUMN COORDINATE LIQUID LINE. PROVIDE 3" THE ROOF. BRACING NOT REQUIRED FOR PIPING WITH PLUMBING PIPING WITH TWO OR MORE CASES AND HOT GAS EXPANSION LOOP AT PIPING 3' ANO SMALLER. AND ELECTRICAL CONDUITS ' DEFROST THE LIQUID AND SUCTION HEADER CONNECTION TO LIQUID HEADER. NOTE: ALSO LOCATED IN COLUMN. PIPES ARE INSTALLED INSIDE THE CASES PIPING DETAIL FOR FROZEN CASE LINEUP 1) SEE 4/R521 FOR ALTERNATE DETAIL INSTEAD OF ON TOP. SEE DETAIL 13/R511. 13 WITH HOT GAS DEFROST 14 ROOF PIPE SUPPORT DETAIL 15 NOT USED 16 CASE PIPING DETAIL R511 NOT TO SCALE R511 NOT TO SCALE R511 NOT TO SCALE R511 NOT TO SCALE REFERENCE ONLY ' NOT APPROVED WITH THIS PERMIT ALL WORK ON REFRIGERATION DRAWINGS SHALL BE COMPLETED BY APPROVED REFRIGERATION CONTRACTOR UNLESS NOTED OTHERWISE. DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET 0 PROFESS, 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION 0 TA RG �V~� �� I N�� j0'Ly . . DRAWN BY WASHINGTON T—O345MR2oo 1 . 0- 13,: `� J RB MAR 11 R511 NRA Nelson-Rudie & Assoc., Inc. CHECKED BY SQUARE PROJECT CODE CONFIGURATION 1000 NICOLLET MALL 9100 49th Avenue North S< q�� DETAILS MINNEAPOLIS, MINNESOTA 55403 Minneapolis,MN 55428 SCOT. 17• sFR 9009 SW HALL BLVD Tel: (763)367-7600 Tr F . 270345 RR Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 dF S'.\[1......_ _I. I_\ n sC_. A NA/ .'-_:.__J.-_- CA-. ._.� ;� A. • _r -I- - i n II t \ o nnin 1 4.A `'i, • ''t`'irl►- .. SEE 8/R511 FOR DETAILS � �: �m`�,`` RE FRIGERATION LINE SUPPORT ON CONNECTING THE • 01 '' • ' �a�_ THREADED ROD TO THE ;•'�►��••�•�•►- . �i4, STRUCTURE ABOVE. ..rrt►••••rr� � � ��!;,�_ ��.•r- �►`_ t!� REFRIGERATION PIPE TYPICAL REFRIGERANT PIPE INSULATION THREADED ROD 1111p0,10-►- ''�� '',�►- � i �-i�l. WITH INSULATION S ''� r• �� `�• '�!� ��•�!� AND PVC JACKET PIPING LINE �•••••rr••• '�!��, �iti 'AIA101411j101111rAl•■ 1%41414111' 0.11111101A , '‘'" *14■%%■'441 .44‘4104, ‘41%*1 ' 1141016w111•11011 '41‘I 4,4 I I *.*4 41 444 g•. ° til°t 1:■ 1*1 I 6011 It'll 1111*' Illibill°441110 61111110 ' 411101141101110 IIIPITIrirnrOpo,rr•• •�- `� .•►. , .01,„ •rr•`.. •„ , ,, ■,.._ •• Vil... '`�► * ■ *100011101.-%0110.001 �•rr••osy-- `. -.�►rt 1111 1111. 1111 .►�. , .... •- �.. RETAINER CLIP Olio.. s�0111 • ,�.�' 1t&it• ••�►. SENSING BULB 1111r rr••rr,. •9-414,111S1� ' k%,► ∎.�l�. 111�• V� ,��• 1111 ,,�. .•�� A•� . X11, �1 ..-41116-0-44111 0 .-- rr� ��'. al. �1r�r,,. UNISTRUT -•r f � .�i�, _ t". 'r••'r�►•♦ HANGER TYPICAL REFRIGERANT *,..-■Ikti . ,0 �i��► �••rr•1r1. ` PIPING LINE %rno '�* ',•111••••••►► , INTERIOR OF EXTERIOR OF °4!► LABELING ROOM LABELING M mss► �•r• - ► �r••••1rr� OO A R00 h .��_ �rrr•�'r .�•1� ��1rrrr.`� �s-� , '��rrr�'�r,•"_t�' '41.1'1 o v,--$1.- .3 ....... ............. ............................ , _ ..SNAP COVER THERMOMETER �� t••ra'�► 116,-� •••�,rrr tx 0 UNISTRUT SUPPORT 3 UNISTRUT �`' VI•••�!•- "4.01�O w /, GRILLE HOLE IN HANGER �,,,,. k III r•'�"''�.. ''�e_ ! IT INTERIOR WALL • •• •- ,'��••��,� C7 BOLT UNISTRUT TO 5�� w •a BASE. 4 x 4 TREATED WOOD MIM. 2 4 0�t _ 2 LONG WITH WRAPED WITH MEMBRANE SEE ARCH DETAIL 9/A140 FOR DETAILS ON THE NOTES: REFRIGERATION LINE SUPPORT WOOD IS WRAPED WITH A. ALTERNATE PIPE SUPPORTS NOT MEMBRANE AND CONECTED TO 4.1 2� • DRILLED HALE APPROVED FOR CEILINGS WITH THE ROOF. IN EXTERIOR WALL RETURN AIR PLENUM. t 1 NOT USED 2 FIELD INSTALLED LABELING ROOM THERMOMETER 3 REFRIGERATION PIPE HANGER DETAIL (ALTERNATE) 4 REFRIGERATION ROOF PIPE SUPPORT DETAIL (ALTERNATE) R521 NOT TO SCALE R521 NOT TO SCALE R521 NOT TO SCALE R521 NOT TO SCALE SLAB TO BE POURED AFTER REFRIGERATION PIPES ARE IN PLACE AND TESTED BOX COVER SIZES VARY INTERMEDIATE TRAPS REQUIRED SEE R401 CONCRETE FLOOR SLAB, AT 15'-0' FROM BASE OF \ SEE PLAN SUCTION RISER �_ Ill FIN FLR=Y. g PIPE INSULATION REFRIGERATION PIPING.; ..4. A' . . .. •:::''',.::.:5, -,•t;•.::• . :' 100'-0' 1.61.:2' �► :' m�:""� " • . ;: FILL VOID WITH 1 ii I PROVIDE PVC SLEEVE THROUGH FALSE _....-a► �� •:• " EXPANDING FOAM FINISHED FLOOR , r, FLOOR SLAB. SIZE AS REQUIRED. COLUMN • •+ •••, •!.• SELECT GRANULAR FILL . . . - . - �, - - . - - - •' •: - -�' SEE SPEC'S INSULATION '� l : :.i' ;''�••�, .�•� ` -1111 • •. •• ° 1111 •r°I�• . ° •. °• r ° r• ° ° � _ OR SLAB FELT PAPER BOND BREAKER _ I -FL0 *- •. ` CONCRETE ANCHORS ° • ° ° • ° '`!is: �� `'• ::;::::E :R:: o; . +t FOR LOCATIONS ' '•••�• 'ant••,•.t•••••.••t•fe•...•-•••?.01,0:•,:.''• DRILL OR CUT HOLE IN TOP r INSULATION. ----.� ••...•s•«ss• .•.•'•..•...•••**N.....•,O. OF BOX AS NEEDED FOR DRILL OR CUT HOLE IN SIDE 8' MAX 5 REFRIGERATION PIPE JUNCTION BOX REFRIGERATION PIPES. OF BOX AS NEEDED FOR R521 Z NOT TO SCALE PVC PIPES. 2 CONCRETE FLOOR SLAB - io POUROVER FRAME ASSEMBLY �r PVC SLEEVE (SCHEDULE 40) FOR MODEL POL IN *_ __ _ _ _ I. r i::•,11..'"• . 1111;-.,.,. •,••-' °ti.,•" •:: a(' :';•A'. 4., . .-',• .- REFRIGERATION PIPE. PVC PIPE TO BE CRAIGG MFG CORP s .�-'.- • .- .:-' = .: .-_ ...-_ i'- ;_=?:, -=�L=:-- -:, PROVIDED BY REFRIGERATION CONTRACTOR 19 HELEN AVE. � ' EPHRATA, PA 17522 (I- :_ _ = (717) 733-1412 PVC PIPING MAX,—D FLOOR 2,....�� Si PROVIDED BY REFRIGERATION 12' IIIII-IIIII:_ ♦. _ CONTRACTOR. IIIII E-11111--f-11111== ; I COMPACTED SAND FILL i ' i i I I 1% UNISTRUT 1 IIIII-IIIII-IIIII- P-TRAP REQUIRED AT BASE _ _ _ ' ' ' II , IIIII.11111= _ _----- _ , 11 1 _ _ _ _ _—IIIII-I — OF ALL SUCTION RISERS , ' ' i ' ' ' REFRIGERATION CONTRACTOR TO EXCEEDING 6'-O' IN LENGTH __ r� r =IIIII-III((=I I(I I-(I(I I.IIIII=IIIII.IIIII INSTALL REFRIGERATION LINES IIIII=IIIII-IIIII=IIIII=IIIII= �`'`-- REFRIGERATION BOX IIIII-IIIII=IIIII=IIIII=IIIII 6 REFRIGERATION PIPE SLEEVE 7 REFRIGERATION UNDERGROUND BOX 8 RISER SUPPORT DETAIL 9 NOT USED R521 NOT TO SCALE R521 NOT TO SCALE R521 NOT TO SCALE R521 NOT TO SCALE H R JOIST HANGER STRAP 1 EXISTING ING 2x6 WOOD PURLIN SUPPORT G '>'---------- 'ALL-THREAD' TO REMS SEAL PIPE PENETRATION PER (-SEAL PIPE PENETRATION PER ■ 4NGERROD PANEL i DETAIL 14/R501 DETAIL 3/R501 ■1__pppPPr )1' WALK-IN COOLER/FREEZER ROOF 12 NOT USED 13 NOT USED GENERAL NOTES: R521 NOT TO SCALE R521 NOT TO SCALE A. SUPPORT ALL PIPING FROM EXISTING AIR FLOW AIR FLOW MINIMUM 6' WOOD STRUCTURE AND 6' MIN. BELOW I HORIZONTAL ROOF DECK. SUPPORT SHALL COMPLY SUCTION LINE WITH REQUIREMENTS OF LOCAL CODE AUTHORITIES. SUCTION LINE P-TRAP MOUNT TEMP SENSOR ?E.;J;;4;4; ;;;;, P B• (oppr 100 HI TECTUSEESSTRUCTURADL FOR ATTACH CABLE TO EVAPORATOR HOUSING. k ADDITIONAL REQUIREMENTS. o MOUNT SUPPLIED TXV SENSING •C ��'__S ADDITIONAL DETAILS AND INFORMATION. tE) PURLIN EVAPORATOR COIL UNISTRUT ANGLE 10 PRODUCE STORAGE EVAPORATOR COIL SUPPORT DETAIL 11 LOW VELOCITY COIL, SENSOR AND TXV MOUNTING DETAIL THREADED HANGER ROD R521 NOT TO SCALE R521 NOT TO SCALE _a v a- LOW VOLTAGE CABLE. FINAL ��•4, CONNECTION BY OTHERS. q 10' SEAL PENETRATIONS WITH FROM CONDUIT OR PIPING l< / SILICONE CAULK REFER TO MINIMUM 6' SECTION 07 9200 FROM SEAM OR EDGE N %' NUT&3/8"WASHER TOP f (2)/$ NUT&/ WASHER x.._)( i �� BOTTOM (TY ICAL) iTrTT r � TTT INSULATED CEILING ,.._■411 ,, PANEL • REFRIGERATION Al ' PIPES BASE ------________________> ' '�F' •'�'�� P001 or �w� ' 1 / G1001,1 CONTINUOUS /4 BEAD OF SILICONE N'SRUT PREVENT SILICONE CAULK CAULK AROUND TOP OF ACCESS �� CONTINUOUS AT TUBE FROM RUNNING ' ' POINT MOUNT AND AT TUBE INTO RF MOUNT SEE 8/R511 FOR � RF MODULE ASSEMBLY INSTALLED CONNECTIONS 1 TIGHT TO WALK-IN CEILING. ANTENNA no' i .N O. �� USE SUPPLIED SCREWS (4) TO ��7 N`�, �Ii MOUNT ASSEMBLY TO WALK-IN BEZEL J1 CEILING PANEL. ~��. ■ NOTE: 1. OPENING FOR RF MODULE TUBE TO BE 1 //8' DIA. NOTE: SEE 8/R511 FOR 2. DO NOT USE SPRAY FOAM MATERIALS TO SEAL PENETRATIONS. ADDITIONAL INFORMATION P1000 UNISTRUT W/ 3. DO NOT INTERFERE WITH PLUMBING OR ELECTRICAL INSTALLATIONS. 2x6 METAL STUD CUT 4. DO NOT INSTALL DIRECTLY IN FRONT OF EVAPORATOR COIL. TO LENGTH. FASTEN W/ 5• RF UNIT NOT TO INTERFERE WITH PRODUCT MOVEMENT. 3h'BOLT CAL)& NUT EA. SIDE 6. SEE R421 FOR APPROXIMATE LOCATIONS IN WALK-INS. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 14 NOT USED 15 RF MODULE INSTALLATION 16 REFRIGERATION PIPE HANGER DETAIL (PIPING PERPENDICULAR TO PURLIN) R521 NOT TO SCALE R521 NOT TO SCALE R521 NOT TO SCALE ALL WORK ON REFRIGERATION DRAWINGS SHALL BE COMPLETED BY TARGET APPROVED REFRIGERATION CONTRACTOR UNLESS NOTED OTHERWISE. DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET • ,"0�'" PROFESS 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION �'_._■ WASHINGTON 0 T A R G zir ma9 . ■ DWN BY f Ar 3,: / JRB MAR o - , S UARE Nelson Rudie & Assoc., Inc• CHECKED BY PROJECT CODE CONFIATION 1000 NICOLLET MALL 9100 49th Avenue North ` ti SFR MINNEAPOLIS, MINNESOTA 55403 NRA Minneapolis,MN 55428 • 9009 SW HALL BLVD Tel: (763)367-7600 . 2 7 O 3 4 5 R R Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 L n.\ D.. ,,, ...i..I..\n,A c \A/A \A/-_1.:-.-•1-... C-. D\ A.,1:.-..r"A n\n•a a c..cni ..I_- n O II Iki nn1n 1 A.e 7_ :__ T-0345 Washington Square-WA - P09.400 2011 MR-RS REMODEL LV 16-;\4 Owner Furnished 100 Degree Ambient Temperature ROOFTOP COMPRESSOR RACK AND CONDENSER UNIT (RTCR-1) AND MARKET AREA REFRIGERATION SCHEDULE ' Equipment . Revised: 6122/10 PIPING DEFROST EVAPORATOR COILS . . , fx .)- EVAP o: ircc 4 z FAN/DRAIN HOT GAS WALK4N i< W I- ca 0 r-- 1.-. z u) 0 ELECT o - PAN 10TAL SUCTION SUCTION S'UCTION LIQUID UNE SIZE. . CASE CASE Q a: o to a p DEFROST w BTUH @ 1G TD LIQUID UNE SUCTION RISER LINE SIZE SUCTION RISER VELOCI1Y CIRCUIT NUMBER OF DOORS USE ROOM iii M 2 BTUHIDOOR BTUH EVAP TEMP.. CONTROL re o re < QUANTITY MAME MODEL z cID HEATERS EQUIV. PIPE UNE SIZE PRESS. TEMP. PRES& Oa (IN) MANUF. MODEL lel 1 W LL ce u. cr DATA AMP w -EACH SIZE on (IN) 0.D.(IN) (FTIMIN) TEMP. w LI. W D. 2 ELECT DATA LENGTH(FT) o.a (IN) DROP(PSI) CHANGE CF) DROP(LBS) < 0 cif W a 0 (V0LT/PI-I) 8 BY RACK o 0) 0 AMP 5 pa (VOLT/PH) MANUF. • 1 IC IDAIRY ICE CREAM DAIRY 'ICE CREAM DAIRY ICE CREAM DAIRY IC I DAIRY :IC/DAIRY IC I DAIRY ICE CREAM DAIRY ICE CREAM DAIRY A01 Baca HG 3: 20 - 175 7/8 0.6 0.8 518 -93 5.18. 1507 - 5/8 AO 1-A 8 HILL PHOENIX 'OWE. D.T..-FF/M T -6 1 27 295 2360: -12 EEPR 01,:CASE -- -- -- -- -- -- -- - AO 1-B 8 HILL PHOENIX :OWIZ OT. -F-FAAT -6127 295 2360 -12 EEPR 0 CASE - - -- -- -- - - -- -- - -- . , A01-C 1 HI LL PHOEN IX OWEZ DT. -FF/M T -6/27 2665- 2665 -12 EEPR CASE -- - -- -- - - . - - - A02 12 HUSSMANN RLN ICE CREAM -12 1400 16800. -19 EEPR HG 1 20 -- 130 1 118 0.7 1.0 518: -61 1 118 - 1142 - 518 A03 12 HUSSMAN-N. RLN ICE CREAM -12 1400 16800 -19 EEPR HG 1 20 - 130 1 1/8 0.7 1,0 518, --6.8. 1 118 - 1142 -- 518 A04 12 HUSSMANN RLN ICE CREAM -12 1400 16800 -19 EEPR HG 1 20 - 130 1. 1/8 0 7 1,0 518. -6.8. 1 1/8. - 1142 - 5/8 l' A05. 12 HUSSMAN N RLN ICE CREAM -12 1400 16:800 -19 EEPR HG 1 20 -- 165 1 118 0.9 12 518 -61 1 1/8 - 114 2 -- 5/8 A06 10 H USSMAN N RLN ICE CREAM -12 1400 14000 -19 EEPR HG 1 28 -- • 60 1 118 0.6 0.8 518 -6..8 718. - 1623 -- 518 . ABO 1 2 HUSSMANN RLN DT, -I MARY -12/32 1400, 890: 2800 1780 -19 27 EEPR H:Gir,21T 1 / 1 20/60 - 145 518 0.6 0.9 518 -7O 1/2 3/8. 1082 737 518 ABO2 ,1, z.. HUSSMANN RLN: D T. -IC/DAIRY -12/32 1400 890 2800. 1780: -19 27 EEPR HGIOT 1 1 1 20/60 -- 100 518 0 4 O.6 518: -7 1, 1/2 318 1082 737 518 ' ABU 3 HUSSMANN RLN D,T, -IC/DAIRY -12 1 32 1400 890. 4200. 2670: -19 27 EEPR :HG/OT 1 / 1 20/50 - 120 7/8 02 03 518: -7.0 1/2 318: 1010 1 106 5/8 ABO4 5. HUSSMANN RLN DT_ -1 CIDAIRY -12/32 1400 890: 7000 4450 -19 27 EEPR HG/OT 1 / 1 20/60 - 130 7/8 0.5 0,7 518 -7.0 518. 112 1683 964 518 ABOL 4- !HUSSMANN, RLN DT. -IC/DAIRY -12/32 1400 890 5600 3560 -19 27 - EEPR , H:G,IOT 1 1 1 20 I 60 - 150 7/8 04 O.5 518: -70 518 318 1347 1474. 518 , ABU& 4 H USSMAisIN RLN. . D.T. -I CIDAIRY -12 1 32 1400 890: 5600. 3560: -19 27 EEPR F.I.G/OT 1 1 1 20 1 60 -- 170 718 0 A 0,6 5,A3. -7.0: 5/8' 3/8 134 7 1474 518 A807 3 HUSSMANN RLN DT, -I C/DAIRY -12/32 1400 890 4200 2670: -19 27 EEPR HG/OT 1 / 1 20/60 - 165 7/8 03 OA 518; -70 112 3/8 1010 1106 5/8 ■ ABO8 Al t. HUSSMANN RLN: D.T. -,IC/DAIRY -12/32 1400 890 2800: 1 780' -19 27 EEPR HG/OT 1 I 1 20 1 60 -- 170 5/8 0.7 1.0 518 -7..0 1/2 318 108 2 737 518 I 1 ABC 9 2 HUSSMANN RLN D.T. -IC/DAIRY -12 1 32 1400: 890: 2800 1780: -19 27 EEPR HG OT 1 / 1 20/60 -- 90 518 0.4 0.5 518 -7.1. 1/2 318 1082 737 518 AB10 2 HUSSMANN RLN D3, -IC/DAIRY -12/32 1400, 890: 2800: 1780 -19 27 EEPR HG/OT 1 / 1 20/60 - 90 518 0 4 0.5 518. -71 1/2 318 1082 737 5/8 , , , AB1 1 SPARE D..T.. -I CIDAIRY EEPR :HGAaT 1 I 1: 20/50 - 5/8 A61,2 SPARE DT_ -,IC/DAIRY EEPR :HG/OT 1 /1 20/&O -- 5/8 , , SUCTION GROUP A A A A A A A . ELECTRICAL REQUIREMENTS . COMPRESSOR ZF18KVE.TFD ZF18,KVE-TFD Z FIB:WE-TF.0 ZF24KVE-TWD ZF24KVE.-TWO 5 CONDENSER SUMMARY SYSTEM SUMMARIES Equipment Value 120 Volt I 460 Volt NOTES COMPRESSOR HORSEPOWER 6 6 6 7..5, 7•5 33 SYSTEM A NON-SUBCOOL SU BCOOLED N ON-SU:BC°01 SU BCOOL ED RTCR MCA 4..0 70.8 TOT AL LOAD SUBCOOLER 1)Two-Piece,Low Temperature RTCR_ Single suction compressor rack without 3-Way DT vatv es. REFRIGERANT R-404A R-404A R-404A R-404A R-404A R-404A MANUFACTURER BOHN , SUCTION GROUP CAPACITY CAPACITY SAFETY SAFET Y Totals MOPD 15.0 80 (BTUH LOAD (BTLIH) ,. REFRIGERANT CLASSIFICATION Al Al Al Al Al Al MODEL 6NL-004-A028 (BTUH) (BTUH) FACT OR FACTOR , FLA 67,5 2)Two-Piece RTCR requires piping and electrical connections between compressor and condenser sections_(2) 1-3t8" CONDEN SING TEMP IT) 110 110 110 110, 110, 110 REJECTION(KUM 245339 A ' 129185 -46700 101 900 148600 -21..12% 15..03% discharge lines 1-1/S"iquid i:ne TV receiver pressurization line., 5/8*Ihightlow bypass tine, 1/2 condenser pump out line,. See , SUCTION TEMP r9 -22 -22 -22 -22 -22 -22 FINS/INCH 10: manufacturer shop drawing for connection locations_ , , LIQUID TEMP AT SUBCOOLER (-9 40 40 40 40 40. 40 BTUH-/ TD 27300 Compressors RLA 54,3 LIQUID TEMP AT TXV(T) 50 50 50 50 50: 50 'TD 9.0 ESTIMATED REFRIGERANT CHARGE(IBS) . NONSUB.COMP.CAPACITY(BTUH) 19100- 1-9100 19100 22300 22300 101900 SIZE 88"x117.x49.13" Condenser FLA 13..0 13.2 CONDENSER . INPUT POWER(KW) 525 5.25 525 6.30 630 28,35 VOLTAGE 460 ESTIMATED RECEIVER 80% MINIMUM REQ C tiC 80%RECEIVER HOLDING RLA(AMP) 9,30 9.30 9.30 13 20 13„20 54.3 !FLA(AMP) 132 CIRUITS RAC TOTAL CAPACITY ) CHARGE HEAT OF REJECTION(BTUH) 4 5713 457i3 45713 54100 5410:0 245339 CHARGE(LBS) 170 Ohs (bt) SUB.COMPRESSOR CAPACITY (BTUH) 2 7800. 27800 2 7800 32600 32600 148600 WEIGHT(IBS) 1340 521 196 170 887 326 585, SUBCOOLER LOAD(BTUH) 8700 8700 8700 10300 10300 46700 FANS 2x2 - UN LOADER No No No No No ,FAN(RPM) 830 T-0345 Washington Square WA - P09.400 2011 MR-RS REMODEL Owner Furnished , 100 Degree Ambient Temperature ROOFTOP COMPRESSOR RACK AND CONDENSER UNIT (RTCR-2) AND MARKET AREA REFRIGERATION SCHEDULE C4 Equipment , , Revised: 6/22/10 , DEFROST EVAPORATOR COILS. PIPING 0: w _..... ei z HOT GAS U , < LI . F-- 17:- 1- z ELECT 0 EVAP FAN TOTAL > re 2 co w to 0 SUCTION SUCTION SUCTION LIQUID LINE LIQUID LINE SIZE. NUMBER OF CASE CASE WALK4N w < ILI 0 0 0 rz DEFROST ro 13TUHa r -ELECT,. EQUIV. PIPE .SUC110N RISER UNE SUCTION RISER CIRCUIT USE uu i I- BTUH/DOOR BTUH EVAP TEMP. CONTROL te ix re 4-cc QUANTITY MANUF. MODEL z °I'D UNE. SIZE PRESS. TEMP. SIZE 0.D. 'PRES:S. 0.D. (IN) DOORS MANUF. M:ODEL ROOM TEMP. LL. Li. u.. re DATA AMP w TD-EACH DATA AM P LE.NGTH SIZE. 0.D. (IN) VELOCITy (FT/MIN) u) u W w w Iii D 2 0.D. (IN) DROP (PSI) CHANGE (GF). (IN) DROP (LBS) < w ;";"-c 0 0 a en (VOLT/PH) (VOLT/PH) (FT) Fa BY RACK o 8 * - MANUF. IC I DAIRY ICE CREAM DAIRY ICE CREAM DAIRY ICE CREAM DAIRY IC/DAIRY IC/DAIRY IC I DAIRY ICE CREAM. DAIRY ICE CREAM DAIRY , illillIllIllaIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILII IIIMIIIIII 1111111111 .111111111111111.1 601 8 HILL PHOENIX 05M DAIRY 34 1650 13200 24 EEPR OT 6 26 125 7/8 1,30 0.92 112 -48O - 718 -- 914 502 20 HILL PHOENIX 05M PRODUCE 36 1650 33000 24 EEPR OT 6. 26 95 1 1/8 1,40 1.00 1/2 -1.80 - 1 1/8 - 1340 -603 8 HI LL PHOENIX 05M DAIRY 34 1650 132.00 24 EEPR OT 6, 26 140. 718 1,40 1,00 12 -4,70 - 7/8 914 - B04 24 HI LL PHOEN IX 05M MEAT 30 1650 39600 24 EEPR .0T 6 26 125 13/8 0,93 0,68 5/8 -3,50 - 13/8 -- 1056 - BO 5 11 HUSSMANN RM N DAIRY 32 no ,9f7g0 27 EEPR OT 1 60 155 7/5 0,85 0,59 1/2 -5.10 - 5/5 - 1320 - 806 9 HUSSMANN RM N BEER 32 890 8010 27 EEPR OT 1 60 250 7/8 0,95 0,66 1/2 -5,00 - 5/8 - 607 SPARE 2.4 EEPR OT low MEM 608 SPARE II. 24 EEPR OT --- , SUCTION GROUP B B B B B B B CONDENSER SUMMARY SYSTEM SUMMARIES RTCR ELECTRICAL REQUIREMENTS 1 COMPRESSOR ZB21KCE-TFD ZB21KCE-TFD ZB21KCE-T FD Z B21KCE-TFD ZB26K CE-TFD 5 SYSTEM A Equipment Value 120 Volt 460 Volt COMPRESSOR HORSEPOWER 3 3 3 3. 3,5 15.5 MANUFACTURE iBOH N SUCTION TOTAL LOAD SUBCOOLER NON-SU B COOL SU BC00 LE D N ON-SU BC00 L S U BC00 LE D RTCR MCA 24,00 48.0 REFRIGERANT R-404A R-404A R-404A R-404A R-404A R-404A MODEL BN L-DO4-A020 GROUP TU H) LOAD(BTUH CA PACI TY' CAPACITY' SAFETY SAFETY TTotals MOP D 30,00 60 (B REFRIGERANT CLA SSIFICATION Al Al Al Al Al Al REJECTION(BT 1 79200 ) (BTUH) (BTUH)H) FACTOR FACTOR FLA 44..7 CONDENSING TEMP(°F) 110 110 110 110 110 110 FINS /INCH 10 B 116800 128106 SUCTION TEMP (°F) 22 22 22 22 22 22 BTUH I°TD 19800 NON SUB.COMP.CAPACITY (BTUH)- 24800 24800 24800 24800 28,900 129100 °TD 9,1 compressors RLA 31..5 INPUT POWER(kW) 2,89 2.89 2.89 2,89 3,37 14.93 SIZE 88's12Tx4913', ESTIMATED REFRIGERANT CHARGE(LBS) RLA (AMP) 6.10. 6,10 6 6. 7 31.5 VOLTAGE 460 % 'Condenser FLA 13.2 ., MINIMUM REQ. RECEIVER 80E. ,HEAT OF REJECTION (BTUH), 34700. 34700 34700 34700 40400 179200 FLA(AMP) 13,2 ESTIMATED . CIRCUITS RACK CON DENSER 80% RE CEPIE R HOLDING UNLOADER No No No No No CHARGE(LBS) 80,0. TOTAL WEIGHT(LBS) 1240 CAPACITY(lbS) CHARGE (I,b-S) . , NOTES . FANS 2x2 13248 196 80 12524 235 585 - I)Two-Piece Med_Temperature RTCR_ Singe suction compressor rack ,FAN(RPM) 830 , 2)Two-Piece RTCR requires piping and electitcal connections between compressor and condenser sections. (2) 1-3/6'discharge Ines, 1-118"liquid line, 7/88 receiver pressurization!line, 518"fliglitiow bypass iine, 1t2"condenser pump-out line, See manufacturer shop drawing for connection locations_ 1%0345 Washington Square WA - P09A00 V09a Cu Schedule 100 Ambient fia EQUIPMENT OWNER FURNISHED To' Revised: 612212010. REFRIGERATION CASE AND WALK-IN COOLER/FREEZER SCHEDULE WALK-IN EVAPORATOR COILS DEMOS T EVAP. CASES (4120'‘I)ELECTRICAL AMPS EVAP. COILS (TOTAL) CIRCUIT USE SIZE TOTAL LOAD (MUM BOX TEMP. CONTROL TEMP. QUAN. MANUF. MODEL CAPACITY BTUH / 1°TO °ID DIMENSION TYPE 'QUANT. & DURATION FANS LIGHTS ANTI-SWEAT(DOORS) AN'TI-SWEAT(FRAMES) ANTI-SWEAT(TOTAL) FAN ELECT. DEFROST , CO1 WALK-IN FREEZER 11 x35x 9.5 25500 -15 -23 CPC, LL SOLENOID 2 KRACK KR54E185EA K 1850 8.2 103.75X15.32"X15.9" ELECT 2 @ 20 - - - 3.0 p08V/1) 29 (208V/3) . . - D01 WALK-IN COOLER 8.5x35x9.5 15200 36 25 CPC, LL SOLENOID 1 KRACK KR36A-159EBX 1590 10,8 83.13X15.32"X15,9" OT 2 @', 20 - - - - ..... 1.8 (115V/1) ....' WA.W.W.1.47,WYNAW,MK, , D02 WALK-IN MEAT COOLER 12.5x 13x9,.5 12200 28 19 CPC, LL SOLENOID 1 KRACK GL54D-175EAA 1750 8...8 103.76728.75X12.25" ELECT 2 '-io 20 - - .MIN, '''' 'n' glifIL 17.4 ,:208V/11 003 WALK-IN PRODUCE COOLER .. 12.5x13x9,5 , 10400 40 .. 31 CPC, LL SOLENOID , 1 KRACK GL46A.-180EBX 1800 8..4 85.75X28.75"X1 2.25" OT 2 -lio 20 - - ..,... .._ •K■OW 3.2 (115Vil) - _ D04 DRY STORAGE 283 SC:1.Ft 18395 58 i 37 CPC, LL SOLENOID 1 KRACK GL26A-90EBX 900 21.2 49,75"X28.75X12.75" OT 4 .ii. 50 ,..... - - - - 1.3 11511 - D05 FOOD,SERV 2RVCP30 2D00-RS 1700 34 28 T-STAT, TIME CLOCK .... IIIIIIIEIIIIIIIIIIIIIIIIIIIIIIIIMIMIIIIII _ OT 1 @ 34 0..68 t45 - .... 1.32 - - , , , iSING UNIT SCHEDULE ELECTRICAL AMPS RECEIVER COMP. AMBIENT ACTUAL TOW& LOAD. CAPACITY CONNECTION MAXIMUM COND. UNIT CIRCUIT MANUF. MODEL REFRIG. REFRIG CLASS COMP. HP SUCTION TEMP. DEFROST AMPS VOLT COMP RLA COND FAN FLA TOTAL CAPACITY AT 80% SOUND (DBA) WEIGHT(LBS) DIMENSIONS LxWxH MODEL TEMP. :COND. TEMP (BTUH) iBTUH) . . . SUCTION LIQUID. MCA MOPD FULL(LBS) GUA Col HUSSMANN HTHD-0750LSK-EF-A 3DBF33KE R-404A Al 7,5 100 e`F 108 25500 30201 . -25 1 3/8" 5/8" 29 208-23013 31,5 7.0 58.8. 80.0 73,2 1250 80„57"X35..OFX49.49" - . . . . . . . CU-2 DO1 HUSSMANN H1HS-0201MS K-B E-A E RC-021E R-404A Al 2.0 100 'F 110 15200 17130 23 7/8 1/2 - 208-230/3 8.8 2..I0 16.3. 20.0 47.9 550 44,57"X35.11X49.51" CU-3 D02 HUSSMANN H1HZ-0200MSK-BE-A ZB 15KCE R-404A Al 2.0 1 100 °F 109 12200 15387 17 . 7/8ff 112" 17.4 .208-2-30/3 9.3 . 2.0 22.5. 30.0 . 47.9 . 650 44.57"X35,11X49.51" CU-4 D03 HUSSMANN H1HS-0200MSK-BE-A KAKA-020E R-404A Al .. 2.0 . 100 'F .. 110 10400 15180 29 7/8" 1/2" - 208-230/3 6,8 2.0 13.8. 20.0 47.9 550 44.57"X351 1"X49,5l' :CU-5 D04 HUSSMANN HT1Z-0200 M S K-B E-A ZB15KCE R-404A Al 2.0 100 "F 110 18395 19048 35 7/8" 1/7 208-23013 9.3 2L 16.3 20.0 47,9 650 44.57X35.11"X49.51" - . ' . CU-6 DOS ZERO ZONE 2RVCP30 - R-404A Al 114 84 °F - 1700 - 26 - - - 208-230/1 8,0 - 14.7 20 - - - - LINE SIZING AND ESI1MATED REFRIGERANT CHARGE (POUNDS) . REFRIGERATION LINE SIZES RECEIVER SUCTION UNE UQUID LINE SUCTION RISER CONDENSER CIRCUIT EVAP. CHARGE (LBS) EQUIVALENT SEAL CHARGE TOTAL CHARGE CAPACITY 80% TEMP PRESS. CHARGE LENGTH SIZE DIFF.. D1F VEL. FT/MIN EST. CHARGE SIZE EST. CHARGE SIZE VEL. FT/MIN EST. CHARGE (LBS). . FSIZE - • CO1 10.7 85 1 5/8 0.56 OA 1408 0.70 5/8 8.76 15/8 . 1408. 0.082 30..5 7.3 54.3 73,2 . . . DO1 3.7 75 7/8 0.69 1.0 1030 0.38 1/2 4.80 718 1030 0..051 15.64 4.8 29.9 47..9 002 6.2 80 7/8 0.6 0.8, 931 0.41 1/2 5.12 518 1932 0.025. 15.64 4.8. 32•.2 47.9 a D03 3.9 11111.11116=1111111 7/8. 0.28 0.4 622 , 0.38 1/2 4,80 5/8 . 1290 . 0 L25 15..64 . 4.8 29.8 47..9 c L 004 3..9 70 7/8 0.59 1.0 972 0.36 1/2 4.48 7/8 972 0.051 15.64 4.8 2a 2 47.9 a <1 , ._ _ _. ... _ ._ .. .._ , . _ . _ ._ _ _ ._ - D05 - - - - - - - - - - -- - „ - 5.0 - --6 v 2 C I- C 2 I v <1 '' ' •' REFERENCE ONLY - NOT APPROVED WITH THIS PERMIT - LC .t r, c IL - , ALL WORK ON REFRIGERATION DRAWINGS SHALL BE COMPLETED BY TARGET APPROVED REFRIGERATION CONTRACTOR UNLESS NOTED OTHERWISE. DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET , \co,0 PROFes, 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION DRAWN BY WASHINGTON T-0345 MR2010 REFRIGEMTION , „. 0 A RGL51..-1 "<<,,,,„ 1.N k-e;/0* 1 3,: r ..., JRB e . 0 TAFIGET MAR 11 CHECKED BY SQUARE R601 PROJECT CODE CONFIGURATION Nelson-Rudie & Assoc., Inc. LP 4 ". , 1000 NICOLLET MALL 9100 49th Avenue North 4 0(■b SCHEDULES . Minneapolis,MN 55428 i \ SFR MINNEAPOLIS, MINNESOTA 55403 • 17 • 0 9009 SW HALL BLVD Tel: (763)367-7600 C4917* F . 0.</ 270345 RR Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 ,,, . ....., rl•\Pe,.....,,,,4,-.1,,\fl'1A g \A/A \AI,,,,I,-.:,,,,i,-...... C.,,,,,......... D\ A.-44,,,,r-ArN\IVIA C-4(11 -I- no 1 1 irs.1 neNir, , A.A n ,....,,, .. 1 9 cil) 7 6 5 4 3 TT .,„„ „...., f 1 1 1 t 1 1 1 , N G . ..• E ERAL NOTES: o : 1 1 1 0 A. ALL REMS PANELS, CABLE AND COMPONENTS ARE FURNISHED BY I: I I I ( I I I I`• REMS VENDOR. ' B. REMS-1 PANEL (EINSTEIN PANEL) IS LOCATED IN ROOM 151. NEW REMS-1 PANEL IS ::REMS 1;.:.;:::::... .•ter.•,r. :rxxr. x...rrrr:..r..:xrr-..x.. ..... .... ....................... nsFr-x •rre.....'rxr:..x...Mrxr......•xexx..x..:Nxrr..x..:xxer.. ... ...... _ — — ,. .,. ......... x•w_x-.r•xx*r.......rxr...x..:n+xr...x..:userr...x...nxrr...x...rrr...x..:rrrr...r...:rrxr..x........ ..rr....eem-...e...mxn...r....mm..n...x-xn..r.. ... .... .. .. .. :'. .. .-. ..- -..- — — INSTALLED AND POWERED (120 VAC) BY ELECTRICAL CONTRACTOR. VERIFY EXACT ............................................................... .... .. . . .. , „ ., ,. , „...xx.:...x.xxx.. ...,>,x.:....... ,... ....!„ ........,T........xxn......., ,r.. ...,.xx,..R...xxm..x...x,..' ,xx..t.::,.r~..x...,...,�..r...,.�.,..�...,.�...�...� - — - — - — - — - — - O LOCATION ON ELECTRICAL PLANS. SEE EMC DRAWINGS FOR CONNECTIONS TO I ( ! I I NEW REMS-1 ( I ( 1 REMS-1. 1 PANEL IN 151 1 1 ,` C. REMS-2 AND REMS-5 ARE LOCATED ON TOP OF WALK-IN COOLER/FREEZERS AND `I ( ( I I I I ( {I .„•:,:•..„•.,,.:.: '' ARE INSTALLED AND POWERED (120 VAC & 208 VAC) BY ELECTRICAL CONTRACTOR. I` ( I I I PANEL TO SWITCH ( ( I I I: ' 1 1 DUAL TEMP CASES 1 D. REMS-3 AND REMS-4 PANELS ARE LOCATED ON TOP OF SALES FLOOR CASES I I I I I BETWEEN LOW AND I I I I >I' AND ARE INSTALLED AND POWERED (120 VAC) BY ELECTRICAL CONTRACTOR. 1 MEDIUM TEMP <�' INSTALL PANELS SO THEY ARE HIDDEN FROM VIEW. SEE 1/R401. I I OPERATION I ( I ::I: I? FURNISHED BY REMS : , 1 1 1 / 1 1 1 1 ;i E. LOW VOLTAGE CABLE INSTALLED BY ELECTRICAL CONTRACTOR, TERMINATION I I I I I VENDOR. ( I I I I CONNECTIONS BY REFRIGERATION CONTRACTOR. 1 I ' 00 00 1-1 I I :I I ( I I I 22/• I I I G F. DIV 26 ELECTRICAL CONTRACTOR INSTALLS ALL REMS PANELS AND DOOR `' ' SWITCHESAND ALARM PANELS. ( - - - - - - - {- - - - - - - - I-- - - - - - - - - - - - - - - - - - -}-- - _ — _ — _ .- - - - - - - - - - - - -+ - - - - - - - - - - - - - - _ — _ — _ + _ ..,._ n ...- _ -... _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -F-- - - - - - - -:::>- _ .- - ---- _ - - - _ - -::I:- - - - - - - - -I-<:= - - - - - - - - — - — - — - — _ -- - -- - — - — - — - — - — - — - — - — - — - — - ttC /j G. DIV 24 REFRIGERATION CONTRACTOR INSTALLS ALL SENSORS, LEAK TRANDUCERS `> ( 1 ( ( I I I I :: 'c� / I 1 , 1 , 1 't2 • AND LEAK INDICATORS WITH THE EXCEPTION OF CASE TEMPERATURE SENSORS :I: ( I I ( I ( I II '''.:'[.••••:••.':••.•••11!: ...': W • HICH ARE FACTORY INSTALLED BY THE CASE MANUFACTURER. : 1 ;; • :11 I 11 I • C1 1 1 , 1 1 1 , : t H. FOR ADDITIONAL INFORMATION FOR THE INSTALLATION OF REMS COMPONENTS, •1 1 I I I I I I I: SEE DETAILS ON R501, R511 AND R521. Cj 1 1 , 1 1 1 1 , Ij •I. REMS DRAWINGS PROVIDED BY ENERGY MANAGEMENT CONSULTANTS. CONTACT --1 1 1 1 1 1 / 1 TECH. SUPPORT Q 608-822-3550. REFRIGERATION CONTRACTOR TO REFER TO ! ( I I ( I I ( I I REMS DRAWINGS FOR FINAL CONNECTIONS. l , J. SEE DETAIL 6/R501 FOR EVAPORATOR ELECTRIC DEFROST TERMINATION H _ .._. 1 — __ � .- ._ _ _.. _ _ - - - - - - - - - - - - - - - - -- - . - - -- - - - - - - - - - - - - - - ,-- - - - - - - - - - - - - - __ _ _.. _ _ _: .. _ _ _ _. _ ._ _ _._ - - - - - - - - - - - - - - - - - - - - _ _ .__ _ _. _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - 0 OS 0 �.. - . - ~~ SENSOR DETAIL. :i I I I I I I I' u 1 1 1 , / I 1 i;lf THE LIGHT/DOOR HEATER CONTROL PANEL, REMS-L/DH, CONTROLS THE DISPLAY I 1 I I ( I I I ( I: LIGHTS FOR ALL CASES AND ANTI-SWEAT DOOR HEATERS FOR THE ICE CREAM THE DUAL TEMPERATURE CASES COME FURNISHED WITH I 00 I 1 I I I I I I`' AND DAIRY CASES. INTEGRAL DOOR AND FRAME ANTI-SWEAT HEATER CONTROLS LOCATED IN THE I`• I ( ( I I I ( ( (` DOORS. 1 1 1 1 ..:..... ::... •• L. THE POWER FOR THE FREEZER AND MEAT COOLER EVAPORATOR COIL FANS IS I I ( I ( I ( ( I; ROUTED THROUGH CONTACTORS IN THE REMS-2 PANEL. THE CONTACTOR CUTS =1> I I I I ( I ( 1 I....: POWER TO THE FANS WHEN THE WALK-IN IS IN DEFROST. 1 T ` -. •• - •• ,:.::::::,:::.:::::,:.::::.:-:.:.:.;.:.:.:.:.::7:77:-.:::-:,:.:::::.:•::,:77.:.:.:7-..7.:::::,:.:.:.:.:::::1,:::::.:.;.:.:.;.:7::.:.:T:.;.;.:,:.;.:,:::::",:,,,,""":,"""...""""."" r G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - — - - - - - — - - — - — - — - — - 0 1 t , 1 1 t 1 1 1 1 t : -. I I 1 I I I I I I I REFRI GE RATION SYMBOLS: 1 ' :�0s ' AO_ SYSTEM NUMBER REMS 3 REMOTE PANEL AT 1 (. I 1 I 22/4 i T?pRR1I I ( I I I I . OF 5 1 1 1 1 • CO GRR0QE Y ZONE T & REMS4 REMOTE PANEL AT 1 I Bd , HUMIDITY jQEMP R MARKET CASES 1 1( ( 1 ( 22/2 n-- Z TO RTCR-11 REMOTE PANEL AT WALK-IN 1 1 TYP. OF 3 1_I ( I I REMS5 :I DISCHARGE AIR TEMP. SENSOR COOLER (1 1 22/: 1 I 1 I HEMS- LIGHT/DOOR HEATER I I ( � � l ! I I I I l R1 RETU N AIR TEMP ENSOR 1/DH CONTROL PANEL ®_ _ I_ A06- - - - - - ---- - - - - - - - - - - - - - -- - - - - -- VACUUM(MT TEMP CASES] WALK INS) 1 L I VACUUM PUMP CONTROL PANEL 1 I t;t4q`� 1 1 D1 (LOW TEMP/DT CASES & ( I I I TC I I { I I WALK-INS) ALARM ALARM ANNUNCIATOR PANEL 1 © 1 I: A06 I I I -CU ! 00 I I I I I •62 :( REFRIG. TRANSDUCER 1 1 :: I I 1 ! 00 I I I I I I I y—I POCOTPS1 MP EE�NySOR REMS CABLE NUMBER 1 I: I 1 `_ -' I :„.„:„. • TORESNLY) 1 I I I I 1 •1 1 I 1 1 1 I 1 1 1 1 1 ( A05j ( ( I I ( I I ( 1 f 1 SW/DA DOOR SWITCH & REMOTE CONDENSER/ I COMPRESSOR UNITS I L' 1 1 DOOR ALARM HORN & STROBE � I I I 1 �( - , I I ( I ( ( I' 1 .„„„„„ AL REFRIGERANT LEAK INDICATOR _ 1 �� - _ _ _ ___�- - - - - - - - - - - - - - 1- - - � ' - — - — - — - — - - - — - — - - - - — - — - — - - - - - — - — - - - - - - — - - - — - — - — - - - — - [±11 1 HORN/STROBE ROOFTOP COMPRESSOR RACK 1 — I 1 I I �-I- - -� TC I I I ( ( 1 1 1 1 ..... .._._. T H ZONE TEMPERATURE AND I I I 1 HUMIDITY SENSOR ROOFTOP COMPRESSOR RACK 1: ( I 1 ( I ( ( 1 ( 1 �3 ' CONDENSER UNIT 1 j A05) I 1 1 1 I 1 REMS 1 EINSTEIN PANEL 1 (A04) A04 A04 AB100] 1 I I I I I D02 1 ELECTRONIC EVAPORATOR I C C 1 1 I ABQ$� I I I I I I I I 1 I L yJ 1 REMS2 REMOTE PANEL AT WALK-IN ,�. PRESSURE REGULATING VALVE. I I 1 , MEAT COOLER I I I I I ( 1 ( I I 1 I 1 REMS CABLE MARKER LEGEND: 1 j: ABO A03 I A03 AO3) 1 °° 1 I I I j 1 1 1 1ABO'� 1 I I I i_ (A02)1 (Ao2) (A02) 1 I i I I j i i 1 j �004� 1 _ . ®_ _ _ _ ___®_ _ _ : _ 10 -w I- REMS PANEL INPUT (I) 1 1 1 __J NUMBER OUTUT (0) 1 1 1 ABO I ABO (ABO 1 I I I I I I I ;1 :.:::> B05 C BOi 1 1 1 1 1 1 1 I: J A 1 - I „„„„.. i:: 22 / 4 1 B03_ 804 0804) I 22/4 TO OFR-2 , 1 I I 1 1 I ( I I 1 WIRE TYPE 1 . BOSS 1 1 1 1 1 1 :VACUUM ..... C01 1 I I • I I I 22/2 TO RTCR-2 ( ( I ( 1 (;: 1 I A01 I 00 TYP OF 3 1 1 I I /� AO1 (A01I I I I I I I 1 1 1 { i 1 1***1 I I f C t — — —o B.1 I IO ( _ I I I I 1 ! 1I � ik...., 1 -1 t 1 , - - - — — - - T — - - - - - - I ( I 00 I CONTROLS FOR NEW 2-1 .::.., 2/4 I I I FOOD SERVICE '( (�-' I I ! I I REFRIGERATED CASE. ( ( I ;. �( I , '--� 8/4 18/4 ' 1 1 1-� t ::::;.:: :; ,:iiiii I I I I 1 1 22/: �► 1 PULL NEW I 1: 1 I 1 j j j i TEMPORARY COMM j o05 I I :'` . . . a 1 , LOOP TO EXISTING , EINSTEIN , �' .�.L.. .n � _ iii-1”K::::iulw�...�.. �.-:::: _ _ _ �. _ - - - --_'- �_..�... `..�. .�......y..�.-.... y. .yam.: �:.:. ::.. �+'• .F _ .: "WI._ .:: -fr..:`'iiFlii::M:j HI:FiM�:'•ii'r'� � _.1 .�- �- �_ .I— :i 1 `I ' 1 001 :> �.. 1 I I L. :i:ii 1 C .. ,: 1 I 1 I 1 I LEAK DETECTOR LOCATION AND ZONE IDENTIFICATION I:.. :. :. ::. ....:................................................ GENERAL NOTE: Y 1 1 :::...:.... • GUEST ;: t, I ALL LEAK DETECTOR R TRAM - 1 SERVICE .< I :: >:, ( I C O TRANSDUCERS ARE TO BE INSTALLED 12 18 AFF IN THE COOLERS AND FREEZERS. :: - - - - - - — — — — —r/► .... :. ..+tl t .,.......11:: 111....,...„:. 1 103 LOCATION ROOM# • ZONE a 10 9 ED 7 6 A L Aft M I REMARKS ;.: DAIRY COOLER 1 INSTALLED BY REFRIGERATION CONTRACTOR 1 I I I . ICE CREAM FREEZER 2 INSTALLED BY REFRIGERATION CONTRACTOR _ — _ — _ _ '''i:::::':',''.' :::::::::::::::::::: ::k: ::':+::: ::'',F:....• — --- — — — — — — — — — — — — — — — — — • — — — — — • — • — • — — — — — • — — — — — 0 MEAT COOLER(P400) 3 INSTALLED BY REFRIGERATION CONTRACTOR I '......... I I I PRODUCE COOLER(P400) 4 INSTALLED BY REFRIGERATION CONTRACTOR , ' EXISTING ALARM, LABELING ROOM (P400) 5 INSTALLED BY REFRIGERATION CONTRACTOR I I PANEL I I I LEAK DETECTOR OPERATION • 0 0 4 • 3 • 2 0 > 0 COOLERS/FREEZERS:REFRIGERANT LEAK TRANSDUCERS CONTINUALLY MONITOR REFRIGERANT LEVELS WITHIN COOLER/FREEZER SPACES. IF A REFRIGERANT LEVEL OF 65 PPM IS DETECTED IN A WALK-IN COOLER/FREEZER REFRIGERANT FLOW TO THAT BOX IS STOPPED USING A SOLENOID VALVE LOCATED ADJACENT TO BOX ADDITIONALLY LEAK HORN/STROBE INDICATORS EXTERIOR AND INTERIOR TO THE BOX ARE ACTIVATED. THE HORN WILL SOUND UNTIL THE ALARM PANEL IS SILENCED VIA THE PUSH BUTTON, OR THE THE SOBES WILL ALARM IS ACKNOWLEDGED WITHIN THE TO REMAIN ACTIVE UNTIL THE REFRIGERATION LEVEL HAS OFALLEON BELOW N70 PM ALARM WILL CONTINUE 1 REMS CONTROL WIRING PLAN AUTOMATICALLY BE ROUTED TO TARGET FACILITIES MANAGEMENT OPERATION CENTER(FMOC). FMOC R611 TECHNICIAN WILL CONTACT LEAD ON DUTY (LOD)TO ENSURE THAT ROOM(S)REMAIN UNOCCUPIED. NOT TO SCALE LEAK HORN/STROBE INDICATORS ARE LABELLED THAT BOX SHOULD NOT BE OCCUPIED WHEN LIGHT/STROBE IS ACTIVE AND ARE INSTALLLED IMMEDIATELY ADJACENT TO THE COOLER/FREEZER DOOR ON THE INTERIOR AND EXTERIOR. COMMUNICATION T E WORK CABLE SCHEDULE ... FROM TO REMS CABLE REMS CABLE # JACKET COLOR REMS-1 (EINSTEIN PANEL) LOCATED IN ROOM 151 REMS-3 LOCATED ABOVE SALES FLOOR CASES 22/2 0 BLUE REMS-3 LOCATED ABOVE SALES FLOOR CASES REMS-4 LOCATED ABOVE SALES FLOOR CASES 22/2 0 BLUE REMS-4 LOCATED ABOVE SALES FLOOR CASES REMS-5 LOCATED ABOVE WALK-IN COOLER 11 22/2 0 BLUE F REMS-5 LOCATED ABOVE WALK-IN COOLER REMS-2 LOCATED ABOVE WALK-IN MEAT COOLER 22/2 0 BLUE . . REMS-1 (EINSTEIN PANEL) LOCATED IN ROOM 151 RTCR-1 LOCATED ON ROOF 22/2 0 BLUE RTCR-1 LOCATED ON ROOF RTCR-1-CU LOCATED ON ROOF 22/2 0 BLUE RTC R-1-C U LOCATED ON ROOF RTC R-2 LOCATED ON ROOF 22/2 0 BLUE . REFERENCE ONLY RTC R-2 LOCATED ON ROOF RTC R-2-C U LOCATED ON ROOF 2212 0 BLUE NOT APPROVED WITH THIS PERMIT ALL WORK ON REFRIGERATION DRAWINGS SHALL BE COMPLETED BY TARGET APPROVED REFRIGERATION CONTRACTOR UNLESS NOTED OTHERWISE. DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET 5��p PRQ,c�ss� 30 JUNE 2010 Ob-30 2010 BP-3.0 COMPLETE CONSTRUCTION REMS CONTROL 0 T „ RGELili ,�V� "\G I N FF,A�� DRAWN BY 44, 13, z � � WAS I 1 GTO --04J� MR2010 �G� ,� JRB A MAR 11 WIRING PLAN & R611 Nelson—Rudie & Inc. CHECKED BY S U! \R E PR E T Assoc.,, `j��, ,� OJ C CODE CONFIGURATION 1000 NICOLLET MALL 9100 49th Avenue North P o� MINNEAPOLIS, MINNESOTA 55403 • Minneapolis,MN 55428 SCOT, 17 , ti SFR Tel (763)367-7600 Tr F . C 1111111111M 270345 9009 SW HALL BLVD RR SCHEDULES Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-10 11111111 IIIIIIIIIIIIIIIIII C"1A 2....--..-1®1-1 n!?dC .lAIA 1A/....-..:,..-.1..+. C.,..,-H.,_ D1 _A...Lt,_...P'A,n1 n A g„.4.11 ....1„....,...„ .__._ __ A A , , , !, , SWITCHBOARD AND/OR DISTRIBUTION DEVICES 1 FURNISHED BY OWNER: CONTACT: Dale Swing or Todd Kuznik Square 0/Schneider Electric **NOTE** 1.866.773.8326 (Dale Swing) 1.763.543.5527 (Todd Kuznik) SQUARE D ELECTRICAL GEAR dale.swingous.schneider-electric.com todd.kuznikaus.schnelder-electric.com , 1200A,480V/277V,30,4W,60HZ BUS W/GROUND 600A,480V,356,3W,60HZ BUS W/GROUND (MDS) E. I I --I r-- T 7 T 7 7 -1 I I I 1--- r T- F T T UTILITY I I I I I I • 60A • 60A I I I I I I I I I I METERING 1 7- • , 600A • / 600A II • , 600A • / 604 • / 604 • / 60A • 60A • 60A • 60A • 60A • 60A • / 60A • 60A •I •/ 60A • 60A • 60A i' 3P i' 3P i' 3P i/ 3P j/ 3P j/ 3P 3P i 3P i 3P 3P i/ 3P j 3P i 3P i 3P i/ 3P L_ _ 1( 3P y 3P , T T 1 T T T 1(/ 3P T 1( 1 1 1( 1 T T T T , . \.. ..i 1 1/4"C I (3)600A (3)600A (3)600A 71 (3)35A I (3)35A 1 (3)40A I (3)40A 1 (3)40A , 1 (3)40A 71 (3)35A 71 (3)35A I (3)35A 71 (3)35A 71 (3)35A 71 (3)35A 71 (3)35A 71 (3)35A 71 (3)40A EXTERIOR- -1 I-7_, (LPS-RK) I-_, (LPS-RK) I-_, (LPS-RK) 1 47-- -5 SETS 4"C E---7_, (LPS-RK) [-T.., (LPS-RK) 1--_, (LPS-RK) I-_, (LPS-RK) 1=r_, (LPS-RK) .17., (LPS-RK) FT, (LPS-RK) E---,, (LPS-RK) 1.--,.., (LPS-RK) I- (LPS-RK) [---.. (LPS-RK) I--,.., (LPS-RK) 1-,_, (LPS-RK) 17, (LPS-RK) F-rJ (LPS-RK) WALL I I I I I I I I r I I I r r 1 1 1 I W/4*500 MCM - - 1"C,3*6& -F-- VC,3*6& 1"C,3*6& 1"C,3#6& - -- 1"C,3*6& -F- 1"C,3#6& 1.- 3/4"C„3*8& .r, 3/4'C,38& 1-, 3/4"C,3*8& 7-- 3/4C,38& -F.- 3/4'C,38& y- 3/4"C,3*8& y- 3/4'C,38& -1-- 3/4"C,3*8& -1-- 3/4"C,38& COPPER EACH ' 1*10GND. 1 141OGND. ' 1410GND. ' 1410GND. ' 1u10GND. 1 1*10GND. ' 1*10GND. ' 1*10GND. ' 141OGND. ' 1*10GND. ' 1*10GND. 1 1*10GND. ' 1*10GND. ' 1*10GND. ' 1*10GND. & 1-4"C, SPARE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I UTILITY -F- - 2 SETS 3"C - - - 1- TRANSFORMER W/4950 MCM • / 60A,3P • / 60A,3P • / 60A,3P •/ 60A,3P • / 60A,3P • / 60A,3P • / 60A,3P • / 60A,3P • / 60A,3P •/ 60A,3P • / 60A,3P •/ 60A,3P •/ 60A,3P • / 60A,3P • I 60A,3P -- i CU (XHHW) & *ID 1' NF,WP i NF,WP 4( NF,WP 4( NF,WP i NF,WP 4( NF,WP it NF,WP 4( NF,WP 4( NF,WP 4( NF,WP 4( NF,WP NF,WP 4( NF,WP 4( NF,WP 4( NF,WP 1 ,#1/OGND . A- .4- I-- .4- ,-. G- ;- 1- ' M-15 M-1 , ) M-2 , ) M-3 , ) M-4 , ) M-5 ,4(-- ) M-6 , ) M-7 , ) M-8 ) M-9 ) M-10 ) M-11 ) M-12 ) M-13 ) M-14 k , I \ -‹ >' .../ \ 600A,30,3W RTU-1 R TU-2 RTU-3 RTU-4 RTU-5 R TU-6 RTU-7 R TU-8 RTU-9 RTU-10 RTU-11 RTU-12 RTU-13 RTU-14 RTU-15 \ 400A L._ ) 3P Iin NEW HP-3, 400A, 480/277V, 3,, 4W, 60HZ BUS W/ GROUND; El 'gRA Fl 60A "1"' /3P Ei 1)WA Ea 110A lvam )3P lig 1)vA cio oio 600A,480/277V,3i6,4W,60HZ BUS W/GROUND (HP-1) , 600A,480/277V,30,4W,60HZ BUS W/GROUND (HP-2) " 3W 3W L — 1 T T r- T T T 1.--- -1 T 7 T 7 WO Clo 4 I I I I I I I I I I I I I ' 3W ' 3W ' 3W • , 200A • , 200A • , 60A • I 60A •/ 60A • , 200A 'I 100A • , 100A • , 100A • , 60A • , 100A • , 60A • , 60A I3P ' 3P /' 3P i 3P 3P ; 3P 3P ' 3P /1 3P / 3P / 3P / 3P ' 3P T 1( f (3)40A I (3)60A 1 T 1( 14 it (3)100A f (3)40A 16 (3)100A f (3)60A 14 (3)60A DISC DISC = (LPS-RK) (LPS-RK) = (LPS-RK) = (LPS-RK) (LPS-RK) (LPS-RK) I (3)200A (3)150A • 1 1 (3)60A 1 (3)200A , 1 (3)100A 71 (3)100A I ' I i 7I 1 (LPS-RK) (LPS-RK) 1---, (LPS-RK) 1--.I.,_, /- 3/4"C,3#8 I--„ ,-- 1"C,3#6 I___, (LPS-RK) 1-- (LPS-RK) E--_, (LPS-RK) I--,, (LPS-RK) 1--1 „ r--1 1/4"C,3*2 1----, r- 1"C,3*6 I-7, r-1 1/4"C,3#2 f---, /- 1 1/4C,3#4 I-, r-3/40C-3 I I -1,-' & 1#10GND 410--i- & 1#10GND I I I I 47, & 1*8GND 41,--` & 1*10GND 4v-1 & 1*8GND i-P-' & 1*10GND 41.--' 1*10G 477- 2C,4*3/0 4=7-- •1 1/2"C,4*1/0 AAA )T-1 AAA )T-2 1 1 -I 4.- 2 1/2"C,4*4/0 4,- 1 1/2C,402& -b-- 1 1/20C,4*2& "' A A il--3 \ AAA .)T-6 AAA )T-4 .AAAIT-5 .A .A ,A2T-7 I & 1*6GND I & 1#6GND ( 'YX 'y - 30 KVA r 'YxY -\45 KVA I I _ _ ....., MCM 1#8GND I 193GND ( Y/ Y 1 75 KVA ( 'y X Y 30 KVA rYX -y -\75 KVA r 'Y -1( 145 KVA r 'Yr( 45 KVA (NEW) (NEW) ATS Nirill'i-71.17ilE E.70 I T-12 T-13 T-14 I I 1/2°C- --_4 I L _ ____\ -'._ 1 ,-- - - -4,,_ 1 1/4"C,3*4, I . ,4 I 1/2 C -,,,- ,4 1 .4 1/2"C '..... 4,- 1 1/4"C,4*4& 1/2"C - -410.- 2 1/2"C,4#4/0& 1/2"C - .4 1 1/2"C - .-47- 1 1/21C,4*2& RTCR-1 RTCR-2 I I ,. 1#8 I 462.C- 4. .4„." 1 1/2.c,4.1,0 & / EWNITGHINE6/0GAENMEARINA TOR i , 1*10G l .A .AA IT-6 I ,. vt4 - -1,-- 7, 2 1/2"C,4#4/0 1#8 I 1#8GND , 1#4 I 1#4GND 1*6 --- , 1#8 I 1#8GND 1*4 ., CE:10 1*4 ., CV110 1*8 -- 41410 I I *- 1 1/4"C,4#4& I 1#6GND ( 1(X Y '145 KVA I CU .' CU ' CU CIRCUIT BREAKER / r - - - -,0' I I I ..... .... .. . I 1 I 1*8GND I -47- -2"C,4*6 & I 3/4.0 .4 1::- 1 1/2"C,4*2, I I - - -i. i - - - 1-\)- I I I .... ... / I & 1*4 GND FL I 200A r--- ---, -1 PANEL PANEL PANEL PANEL — -.- --,1#10GND I 4#4 --- .L. _i1 6 G L _, L _, ____ ,z , - _z _, - _, --. w / 1 240V 7 CONTACTOR LP-12A LP-12B LP-13 LP-14 1 1 1 1 1 1 I 1 1 1 1— 1 r I I I I I I— I I I 1( 200A,3P I I 1 HL-1 1 I HL-2 1 1 LP-1 1 1 LP-2 1 1HLE-1 I I- I I I HL-3 1 1 HL-4 1 1 LP-3 1 1 LP-41 ILP-4A1 1 LP-61 -7-- - 2"C-4#1/0 I LP-9 I I ___ _ J I_ ____ J I J I HL-5 1 LP-8 1 I ____ J I _ __A I 1 (3) 200A ' & 1*6GND ----- . - -1/2"C,3*10 & I J I _ _ J 1* I AAA .1 10GND -I___, (LPN-RK) (NEW) (NEW) (NEW) (NEW) I- ■1111191111111/ ( -Yr,( TE-1 21#41G/N2D"C,4*4/0&174 - -r-- — — — — , 15 KVA CO I 1/2 C - I -1 11#1 4/G 4 N"DC,4#2 &i___ .,z i i____*---- -17. &2"Cl-#4 6*G 4 N/DO 1#8 47- 111C,48 & , , I LP-5 ILP-5A1 I LP-7 I ILP-7A1 I 1*10GND I_ __ l _ _I I _ _ 1 I _ _ 1 I I ILPE-1 I KEY NOTES FEEDER SCHEDULE 1 ONE LINE DIAGRAM [' CONTRACTOR TO TAP BUS TO FEED NEW 400A COPPER CONDUCTORS E001 NOT TO SCALE MAIN CIRCUIT BREAKER HP-3 DISTRIBUTION BOARD. (25' TAP RULE). FEEDER FEEDER PHASE/N GROUND * OF 3P/3W 3P/4W NUMBER AMPACITY CONDUCTOR CONDUCTOR SETS CONDUIT CONDUIT 0 NEW 400A OWNER FURNISHED HCN DISTRIBUTION °id' BOARD. 4. 20 *12 AWG *12 AWG 1 1/2' 1/2' IT INSTALL OWNER FURNISHED CIRCUIT BREAKER AS 4110 3O *10 AWG *10 AWG 1 ' 'INDICATED. WI! 40 *8 AWG *10 AWG 1 Y4' y41 430 55 *6 AWG *10 AWG 1 1 • 1 1 (1) 70 *4 AWG •8 AWG 1 11/4 11/4' NEW TRANSFCRMER SCHEDULE c-,--) 85 *3 AWG *8 AWG 1 11/4' 11/41 a) 100 *2 AWG *8 AWG 1 11/4' 11/41 NAME KVA PRIMARY SECONDARY MOUNTING REMARKS CA) 150 *1/0 AWG *6 AWG 1 2' 2' 4100 200 *3/0 AWG *6 AWG 1 2' 2' T-12 75 480V,3X,3W 208/120V,3/,4W FLOOR FEEDS PANEL LP-12A & LP-12B T-13 75 480V,31,3W 208/120V,3X,4W TRAPEZE FEEDS PANEL LP-13 CC) 200 •3/0 AWG *4 AWG 1 2' 2' T-14 30 480V,3#,3W 208/120V,3#,4W TRAPEZE FEEDS PANEL LP-14 (M) 400 500 KCMIL *3 AWG 1 31/2' 3I/21 Cit54) 400 500 KCMIL *1/0 AWG 1 31/2' 31/21 CD 600 350 KCMIL *1 AWG 2 3' 3' ALUMINUM CONDUCTORS FEEDER PHASE/N GROUND * OF 3P/3W 3P/4W AMPACITY CONDUCTOR CONDUCTOR SETS CONDUIT CONDUIT 31 55 *4 AWG *8 AWG 1 11/4' 11/41 ilEl■ 70 *2 AWG *6 AWG 1 11/4" 11/4' C. 85 *1 AWG *6 AWG 1 11/4' MI 41k. 100 *1/0 AWG *6 AWG 1 11/2' 11/21 CV 150 *3/0 AWG *4 AWG 1 2' 2' C9-) 200 250 KCMIL *4 AWG 1 21/2' 21/21 41E10 400 250 KCMIL *1 AWG 2 2V2' 21/2' ELECTRICAL SYMBOL LIST 0-6-4). 400 250 KCMIL *1/0 AWG 2 21/24 21/21 GENERAL NOTES FOR TEMPORARY POWER GENERAL NOTES FOR ALL SHEETS 0 KEY NOTE -EA- SINGLE-POLE SINGLE-THROW SWITCH - 44' AFF UNO WIRING METHOD AND IDENTIFICATION (NOTE: WITHOUT FEEDER SCHEDULE NOTES: FURTHER IDENTIFICATION SYMBOL INDICATES 1/2 • 0 DESIGNATES OWNER SUPPLIED EQUIPMENT. -641-3 THREE-WAY SWITCH - 441 AFF UNO CONDUIT WITH 2*12 AWG CONDUCTORS. CROSS LINES INDICATE QUANTITY OF *12 AWG CONDUCTORS AND QUALITY A REVIEW A. COOLER/FREEZER CONNECTIONS: PROVIDE ALL COMPONENTS FOR TEMPORARY A. MATERIALS, PRODUCTS, DEVICES, FIXTURES, FORMS OR TYPES OF CONSTRUCTION INCLUDED IN THESE REFER TO SHEET A601 FOR OWNER FURNISHED 1. FEEDERS ARE 4 WIRE UNO. -b9-0 EXTENDED CROSS LINE W/0 DOT INDICATES NEUTRAL CONDUCTOR, W/DOT INDICATES SEPARATE GROUND, POWER TO COOLER/FREEZERS. SPECIFICATIONS SHALL MEET OR EXCEED THE EQUIPMENT SCHEDULE. SWITCH AND PILOT LIGHT - 44' AFF UNO REQUIREMENTS OF NATIONAL ELECTRICAL CODE 2. FEEDER NUMBER WITH 'A' DESIGNATION ARE FULL SIZE ALL IN CODE SIZED CONDUIT. CONDUCTORS FOR TRANSFORMER SECONDARIES. B. PROVIDE (1) 20A-2P CIRCUIT BREAKER, (1) (NEC), AMERICAN NATIONAL STANDARD INSTITUTE i 01: 00 FLUORESCENT, INCANDESCENT OR HID LUMINAIRE 409-K KEY-OPERATED SWITCH - 44' AFF UNO REVIEWED BY: BRIAN BACHMAN JUNCTION BOX AND (1) 208 VOLT RECEPTACLE (ANSI), INSTITUTE OF ELECTRICAL AND MSS = MOTOR STARTER SWITCH ,■.-------- CONDUIT CONCEALED IN CEILING OR WALL (NEMA 14-20R), FOR CONNECTION TO FREEZERS. ELECTRONICS ENGINEERS (IEEE) AND NATIONAL MO INDICATES EMERGENCY LIGHTING OS = OCCUPANCY (MOTION) SENSOR SWITCH TYPICAL OF 3. PROVIDE MC CABLE WITH 3*10 & ELECTRICAL MANUFACTURING ASSOCIATION (NEMA). 14010 GROUND FROM NEAREST 120/208 VOLT ILLUMINATED EXIT SIGN - CEILING/WALL (SHADED F- TELEPHONE OUTLET - 18' AFF UNO ,• " ' . CONDUIT CONCEALED IN FLOOR NON-CONTACTORED PANELBOARD AND ROUTE TO 1.-01 QUADRANT INDICATES FACE(S). PROVIDE 41vi WITH 3/4 • EMPTY CONDUIT TO ABOVE REVIEWERS PHONE: 763.367.7649 AREA BEHIND EACH FREEZER. CIRCUIT BREAKERS TO DIRECTIONAL ARROWS WHERE INDICATED. SUSPENDED CEILING OR TO JOIST SPACE CONDUIT EXPOSED MATCH EXISTING MANUFACTURER AND HAVE B. MATERIALS AND EQUIPMENT SHALL BE LISTED AND IN UNFINISHED SPACES, INTERRUPTING RATINGS EQUAL TO OR GREATER APPROVED BY A NATIONALLY RECOGNIZED W INDICATES JUNCTION BOX NO CLOSER THAN EXISTING EQUIPMENT. INDEPENDENT TESTING LABORATORY AS E-C) WALL MOUNT JUNCTION BOX - 18' AFF UNO THAN 4° FROM FINISHED DOOR FRAME, - CONDUIT RUN UNDERGROUND (SLOPE TO DRAIN DATE: June 22nd, 2010 CONFORMING TO THEIR STANDARDS. XX OR CABINET MOUNT JUNCTION BOX 44' AFF UNO TO PULL BOXES). C. PROVIDE (1) 20A-1P CIRCUIT BREAKER, (1) — ____ JUNCTION BOX AND (1) 120 VOLT RECEPTACLE -- C. WIRE, CABLES, AND INSULATIONS SHALL CONFORM © CEILING MOUNT JUNCTION BOX F"<1 DATA OUTLET - 18' UNO WITH 3/4" EMPTY v - EXISTING CONDUIT CONCEALED IN CEILING (NEMA 5-15R), FOR CONNECTION TO COOLERS. TO ICEA-NEMA AND NATIONAL ELECTRICAL CODE XX CONDUIT TO ABOVE SUSPENDED CEILING OR OR WALL TO REMAIN TYPICAL OF 2. PROVIDE MC CABLE WITH 2*10 & STANDARDS AND SPECIFICATIONS. USE NEW WIRE F = FIRE ALARM SYSTEM TO JOIST SPACE IN UNFINISHED SPACES. EXISTING CONDUIT EXPOSED TO REMAIN 1*10 GROUND FROM NEAREST 120/208 VOLT AND DELIVER TO THE JOB SITE IN COILS OR ON S = SECURITY SYSTEM NON-CONTACTORED PANELBOARD AND ROUTE TO REELS. EACH COIL/OR REEL SHALL HAVE A LABEL T = LOW VOLTAGE THERMOSTAT - 96" AFF UNO CONTROL PANEL AREA BEHIND EACH COOLER. CIRCUIT BREAKERS TO WITH THE MANUFACTURER'S NAME, TRADE NAME OF V1 = SINGLE 'F' CONNECTOR VIDEO DIST. Pw"-- v'----- ."- ,:, CONDUIT TURNED UP MATCH EXISTING MANUFACTURER AND HAVE WIRE, SIZE OF WIRE AND UL LABEL. COVERPLATE INTERRUPTING RATINGS EQUAL TO OR GREATER V2 = DUPLEX 'F' CONNECTOR VIDEO DIST. LP PANELBOARD THAN EXISTING EQUIPMENT. COVERPLATE /"-------■• CONDUIT TURNED DOWN ELECTRICAL SHEET INDEX D. INSTALL OWNER FURNISHED CIRCUIT BREAKERS OR HL PANELBOARD D. DO NOT CONNECT TO GENERATOR PANELBOARD FUSES IN EXISTING PANELBOARDS AS REQUIRED TO c:3Q DUPLEX RECEPTACLE - 18' AFF UNO (TYPICALLY LABELED LPE-1 OR LPE-2) FEED CIRCUITRY AS SHOWN ON PLANS OR SHOWN REFERENCE ONLY • (GFCI- GROUND FAULT INTERRUPTER) 7------- / CONDUIT CAPPED OR BUSHED E001 ELECTRICAL SYMBOL LIST &ONE-LINE DIAGRAM IN SCHEDULES. HP & LD PANELBOARD (WP - WEATHER PROOF W/ WHILE IN USE COVER) "III" HP APPROVED WITH THIS PERMIT 2:4 BRANCH CIRCUIT HOME RUN TO PANELBOARD AT PROJECT COMPLETION EXISTING PANELBOARDS TO ACCEPT NEW LOAD (UPPER CODE - PANEL ID, LOWER NUMERALS ii:6 QUADRUPLEX RECEPTACLE - 18' AFF UNO 151 TRANSFORMER ED1 LIGHTING DEMOLITION PLAN REWORK (RE-ARRANGE) CIRCUIT BREAKERS WITHIN " ED2 POWER &SYSTEMS DEMOLITION PLAN CIRCUIT BREAKERS AS REQUIRED. CC OPTIONAL/EMERGENCY RECEPTACLE - 18' AFF UNO CB NEON TRANSFORMER IDENTIFY CIRCUIT NUMBERS) Elll LIGHTING PLAN ,A. DISCONNECT AND REMOVE EXISTING CIRCUITRY TO YE0017 GROCERY EQUIPMENT NUMBER E121 SPECIALTY LIGHTING PLAN TEMPORARY COOLER/FREEZERS. E. EXISTING CIRCUIT NUMBERS ARE SHOWN FOR NEW LOAD SUMMARY T-0345 06/28/10 TOTAL SERVICE LOAD REFERENCE ONLY. CIRCUIT NUMBERS WERE ctl ) SPLIT WIRE RECEPTACLE - 18' AFF UNO D SAFETY SWITCH (POLES NOTED, F INDICATES MIXER cc E211 POWER&SYSTEMS PLANS OBTAINED FROM THE ORIGINAL CONSTRUCTION o FUSED, SIZE AS NOTED). B. DISCONNECT AND REMOVE 208 VOLT BRANCH INDICATES EXISTING DEVICE TO REMAIN E221 ROOF POWER PLAN CIRCUIT FROM PANELBOARD TO FREEZER DOCUMENTS. FIELD VERIFY EXISTING CONDITIONS. LOAD CONNECTED DEMAND DEMAND a 4--PS--> MULTIOUTLET ASSEMBLY, ARROWS DEFINE THE RECEPTACLE. TYPICAL OF 3. CIRCUIT BREAKER DESCRIPTION KVA FACTOR KVA REMARKS CC LIMITS OF THE INSTALLATION. a COMBINATION STARTER/SAFETY SWITCH E311 FOOD SERVICE POWER &SYSTEMS PLAN SHALL REMAIN IN PANELBOARD AND BE LABELED F. REFER TO SHEET ED1 & ED2 FOR ELECTRICAL LIGHTING 11.5 1.25 14.4 1 UTILITY LOADS PEAK KW 432.0 RECEPTACLES 12" OC UNO W SYMBOLS WITH SLASHES THROUGH SYMBOL "SPARE'. DEMOLITION. RECEPTACLES 0.6 0.5 r 0.6 2 POWER FACTOR @ 0.90 VI 0 MOTOR CONNECTION ' INDICATES EXISTING DEVICE TO BE DEMOLISHED E381 ELECTRONICS & ENTERTAINMENT POWER &SYSTEMS PLANS 0A FLOOR BOX SYSTEMS (LETTER DENOTES OUTLET E385 DESTINATION BEAUTY POWER &SYSTEMS PLAN C. DISCONNECT AND REMOVE 120 VOLT BRANCH G. COORDINATE POWER OUTAGES WITH OSR 24 HOURS POWER NON-SEASONAL 173.1 1 1731 PEAK KVA 480.0 Z POWER WINTER 0.0 0 . 0.0 3 TYPE, SEE DETAILS) DAMPER MOTOR o r---; INDICATES EXISTING DEVICE TO BE RELOCATED E401 MARKET AREA POWER &SYSTEMS PLAN RECEPTACLE. TYPICAL OF 2. CIRCUIT BREAKER ,...._... CIRCUIT FROM PANELBOARD TO COOLER IN ADVANCE. MOTORS NON-SEASONAL 0.0 1 0.0 4 PEAK KVA 480.0 C., MOTORS NS INTERMITTEN" 0.0 0.85 0.0 5 ADD 25% of PEAK KVA per NEC + 120.0 SHALL REMAIN IN PANELBOARD AND BE LABELED EZI POWER POLE - LETTER DENOTES TYPE G LINE VOLTAGE THERMOSTAT - 48' AFF UNO H. INSTALL OWNER FURNISHED CIRCUIT BREAKER 441 MOTORS SUMMER 0.0 1 0.0 Total Base Load KVA 600.0 tfi E511 DETAILS&WIRING DIAGRAMS 'SPARE'. 4c (0-1) - NUMBER DENOTES PRE MANUFACTURED R SYMBOLS SHOWN WITH LETTER •R' INDICATES HANDLE TIES FOR SIMULTANEOUS DISCONNECTING MOTORS WINTER 0.0 0.0 3 ac CABLE KIT TYPE Ea TEMPERATURE SENSOR, 96' AFF UNO RELOCATED DEVICE E601 SCHEDULES MEANS OF MULTIWIRE BRANCH CIRCUITS PER KITCHEN EQUIPMENT 0.6 0.65 0.4 6 Total Base Load KVA 600.0 A1 1:=I NEC 210.4. Ti SYMBOLS SHOWN WITH STANDARD TEXT INDICATES Net New Load 188.5 KVA Net New Load KVA + 188.5 in NEW DEVICE 226.9 Amps Total New Load KVA 788.5 V' fr) I. INSTALL NEW CIRCUIT BREAKERS WITH o SYMBOLS LEGEND GENERAL NOTES: INTERRUPTING RATINGS MATCHING OR GREATER REMARKS: Total New Load Amps 948.9 I A. DIMENSIONS ARE TO CENTERLINE OF DEVICE OR BOX UNO. V1-7441461) EXISTING CONDUIT CONCEALED IN CEILING THAN EXISTING EQUIPMENT. 1. INCREASED BY 25% FOR CONTINUOUS LOAD. OR WALL TO BE DEMOLISHED 2. FIRST 10 KVA AT 100%. Existing Service Size Amps 1200 B. THE ABOVE SYMBOLS COMPRISE A STANDARD LIST. NOT 3. NONCONCURRENT WITH MOTORS SUMMER. ALL SYMBOLS MAY APPEAR ON THIS PROJECT •/////////,. EXISTING CONDUIT EXPOSED TO BE DEMOLISHED 4. INCLUDES 25% OF LARGEST MOTOR AT 480V,3 PH. 5. COMPACTOR AND BALER. 6. PER NEC 220-56. A DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET , )// ---6iii."."'ROpC :IF ,A,'it" 30 JUNE 2010 06-30-2010 BP-3.0 COMPLETE CONSTRUCTION t t WASHINGTON T-0345 MR2010 ELECTRICAL SYMBOL , It \ 0 TARGET' DRAWN BY 0 T A Re .Niii ,, .4 3 !: A A # , • BJB (Of le' cM0ANRFIGiluRATIoN PROJECT CODE Nelson-Rudie & Assoc., Inc. CHECKED BY SQUARE LIST & ONE-LINE E001 1000 NICOLLET MALL 9100 49th Avenue North i+ tzOREGO11,6\ NRA Minneapolis,MN 55428 ANE MINNEAPOLIS, MINNESOTA 55403 9009 SW HALL BLVD 270345 RR DIAGMW , Tel: (763)367-7600 11/N. ERVN4' PROJECT NUMBER Fax: (763)367-7601 DATE: EXP: TIGARD, OR 97223 06-30-10 12-31-11 0:\Remodels\0345 WA_Washington_Square_R\_ActiveCAD\0345E001.dgn 29—JUN-2010 13:24