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7850 SW DARTMOUTH STREET r • ENWENICANFIERs N!)RTIIINVEST, INC., P.S. STRUCTURAL ENGINFERS ENWF.N(,I-,l l• Its, Nt►R•11f%% I s I , k( ., v.s. SI Ht ( I I 1( %l I s,(.1N1 I Its 6964 N 1 M 11,1 AWN Avl. N, #205•SI Atli 1, N A 4X1 15 120h)523 75611 l-AX 0061 522 008 s '+\1 • \ 1 I III. N A 't9I I 1.'u61 s '�6u I �\ I:u61 6t,4N ENWL%(,INEFRs Nl)R�I'11�1'F:til, INC., P.S. --- tilul , 1IIt,1 I �1.1�1 Its 6�6'/1111111n ,N�W N 1%,Si ki,I I, \%A 9NI I � 00eamoliI I)All -3/1/0116 ,;I fill sill l l / ()1 2- Sl lilt I I L•, 's1111 I My- 4w1.C.(,,v �7i511t. COSTCO - TIGARD CSR ' t/ Assv/►rtcv i t,"J flnRcr� f% t • • I M/� Cp„T�ot_1f , /�'.9[�(1 [��1+c ��(I,r� + I9 9Y�„� -• '� , I ., � l L--� 55 S.W. Dartmouth NT•3V' f c , PLAN 1,/11.1vt Tigard, OR ' L'•Wselty. tlJt�uS►4 ..t.v71, --- I•� 1 a .V?&-s"i- ,►s_}/. 41 �Seri, 1 `` ;- ,- 1,4���WrN1,, I'1 OJDS�IU''/ ,':�.J�` -� �le•a�.� [� , 119' I i• ✓• , I.1r'1`11.1t` I •33 IL STRUCTURAL CALCULATIONS ► 1', ''`� , F�, Y;.zWT: ILL FOR CANOPY REMODEL 1 , `�' J b• i I e7 lN~ 1 77j IN g 4 3 `CA"1r �nV ' r' O,E1� /rJ Itq /N �NGIN�F Q Y Z s 7 rr•/ I z t V ire 1 , � OREGC► t - If (' t t-'I= Ib;W171', W le, k-�! —� Rtcl'o' 6 's(1a - -� - 2. L7 u /mss ALT-' n r/+ CYPr If;ES NSS N/N OfL May 15, 2002 1` ENW Project No. 93085009 RECEIVED CODE: 1997 Uniform Building Code l���vn�� �� `=,-r rNr UrJ�y ,,q4: 16 IAL7: k5S (x4-YL'/4 w SEISMIC: Ione 3 MAY 2 9 2001 Nt s �,�� } �ti �_tI --t ('L rw z of.�•) S S(p AJ/11WIND: 60 mph. Exposure 8 (.ii Y UP 11vAP!;.,• (MrN�2 ^,��) � 3ULl.Dr��I)rvl l a � : 4 ,,: ,N, �• 1--1: o.o+ 6, P T Dartmouth Sir, 7850 L ^,rNoa : 1.47 rN �. U.I to• °` Dartmoutn Sir, 7850 Dartmouth Sir 7950 BUP2002 00205 SUP2002-00205 BUP2002 00205 1 of 9 2 of 9 3 of 9 1 M114a�i•I�MKAbwMP:lw•;hca.wx.:sY�F►vw:�ruwdn ,�,....,,,,,M ,arem...,t R� ,.,:- ..,,i.:.,�4�+v,W1,MN'h7A .....�:_ ,.:....... - ... ..Int':.NNdd•+�M.'„u....r,.W1�1Nry'PnM^ .t•W •�. w,es.•p•: 2 3 4 r Mw..!... ......I ,..,I.n+...,1 I �. aw �r�,✓.o:.N;r�,. • ILEA M&rTY STRIP ^m II!n�, I�IIII uil�nll �iljlnl nu�lul nu�nu nn�i Il�iul ull�llulnn�nu lul�nn uiijull i 1.1 m ,:1 1 -11, �lil 1�1i1�i�i1'ii'61111!i 8 8 9 10 1 1 12 13 1♦ 18 17 Ilm Illi �O 211 912 :ia 214 21l 21. 217 28 219 30 IQmm.I t;m � I� QI w�ru1 • l08 r �f. oz _ �� r: �! 1tMgli' htw+uel<�+^T*'awaNrr p�*a +�re�e _ _ M 1,77 „ 'rNYM:Q'.•1 ITT 6 WMrU�"'N'� eY 4P. r k rirWcws.vYrwfYWwe!y1vi+,a�>1...Ya,eYsx.rwrrrRrr-,.idwrtilrYti4rWwwVYMIri�Mwu .u.ac..,rrQfY�urY�e.w+v.VL�Yraa.uu ' r r . TIGARD, 0 i#111 I MEA&An ME7855 SW DARTMOUI r' 1 IGARD OR 97223 7855 �, DARTrv", OUTH COSTC+O �� - WHOLESALE CORPO�fTION I G A R D 0 R GON 97223 999 LAKE DRIVE ISSAQUAH, WA 38027 T 425-313 8100 Costco corn oNTE PLAN GENERAL NOTES SITE & BLDG . I-WELD VERIFICATk71t AND COORDINATION i<rtI_ UBC 19'1i �_ _ 1 SURVEY DIMENSIONS DIMENSIONS OF SITE CONDITK)K'S ARF•ROM SURVEY BY C THERS TI-r£ MU LVAN NY VG21� `- cyeE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCLIRAC'f OF'3AMC 7 XlST +,: : 145 8y0 SCJ T � 2 EXISTING UTILITY LOCATIONL' THF CONTRACTOR ba.HALL BE RESI"ONSIBI.E FOR VERIFICATION OF Tr* SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND l,BOVE GROUND UTILITIES ExIS7wj LIT1LfTE 5 1110,12TH AVE NE I SINTE 5W J - \ SHOWN HAVE BEEN OUT AiNFD FW)M AVAILAB�.k RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY BELLEVUE WA l 9t1)OM THE CONTRACTOR SHALL BE RESPCINSIBLE FOR ANY AUDITIOkAL UTILF(Y LOCATIONS NOT SHOWN CARE ,�a M �•, SHOULD BETAKEN TO AVOID DAMAGE OR DISTIIRBANC.E TO EXISTING UTILITIES THE CONTRACTOR t l25 463 2000 I f 115.Me39002 p, ! ` SHA!L BE RESPONSIBLE F OR REPAIRING.A.NY DAMAGE TO THE UTILITY / * 3 1 H CONTRACTOR SHALL CONSULT THE DRAWINGS Of ALL TRADES FOR OPENINGS THROUGH SLABS, / �� i ,A • ��/ WALLS,CEILINGS,AND ROOFS FOR DUCTS PIPES CONDUIT,CABIIE rS AND EQUIPMENT AND SHALL VERIFY THC SIZES AND I OCATK)NS WITH SUBCONTRACTORS ttMlvannyG2•oonl DiMENs1ON5 1 DO NOT SCALE THE DRAWINGS TO 06T.AJN DIMENSIONS WRITTEN DIMEr�tS10NS GOVERN USE ACT AL FIELD MEASUREMENTS NOTIFY THE ARCHITECT IF ANY DISCREPAW'IES ARE FOLP4V s � ` 2 DIMENSto04S ARE TO THE • SLD -IT CENTERLINE OF CAA uMNS Of'GRID 1 ear ca N 1 10.706 S F 36' I ! 1 ,� ` - CENTERLINE OF OPENINGS J _ I r FACE OF STUDS --A LV CAM _n...�,..., s FAC: OF CONCRETE OR MASONRY(NOMINAL) 3 ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SL 6'FROM THE FACL C* t ; ` •� INTERSECTING WALL TO EDGE CY E],X) OPENING RECEMIVC� i i ce) 4. All DIMENSIONS MUTED•CLEA.R•SI DILL BE MAINTAINED M[I SHALL ALLOW FOR THICKNESS OF ALL INDEX OF DRAWINGS FtN{SHES INCLUDING CARPETING TriF.AND TRIM TIRE r,�r��_; � ►� �j I I I I • `\ �^ 5 ALL HEIGHTS ARE DIMEN SKINED FRC*:THE TOP OF TH£SLAB UNLF_SS NOTED OTFIERYYISE / - - + % C ROUGH IN DIMENSIONS VERIFY ALL ROUGH-IN DIMENSIONS FOR FC,,.PMENT Fvi�isiSHED AN[" „_•,�= I I *EA OF WORK ORK �-:T___ 1 I VA i INSTALLED BY THE i.OhTRACTOR.SUBCONiTiACTCXtS.OWNER(Xi OTHERS gtF�Cl � r I� I °M�T r y / GF-W-RAL REQU1RE#ENTS 7SI 01 �r1EE7 a � A � � - Al 01 R pl.i•`. ' e"„t • si• 1 .'F�tTIJIL CLEARANLES. FlJ10E NO MAJNS,Pti'ING.COfDU TOR OBSTRUCTIONS OF ANY KMO SO AS A501 -'•JPY ENTRANCE_-ENLARGED POW.ELEVATIONS 6 DETAILS r 70 IMPAIR GIVEN C:EILiNG HEII;HTS AND CLEARANCES A7.01 'OPY SECTIONS J • . . = GOVERNING'AUTHORITY REUl1 NTS \ ai" `LTRU'_.RAL. 33� s M "•t A.'.OaY PLANS 6 GENERAL NOTES •'• . I I ;ANGPY SECTI, 4S is 111 31 _ C , Ow or or or_ -...__ C C C 1 =- _ __ ............. OF TIRO .. PROJECT DIRECTORY C_� nN+ els do*~in --- - _ __ - ( cFRMiT M7 2A OvvW "CSTCO WHOLESALE �� -- _ _ - •, n+ler to F ..-.. .. -..( "+U9 LAKE DRIVE 1 1 SSAQUAN.WA 99027 AJ' ��-�y � 4253138100 Hato 'QZ, r ' �r� I �- ARC}r MUL:'ANNY G2 ARCHITECTURE_ SITE PLAN �, M , - 10 112TH AYE NE = 1 �'-0' ,. f e + ' - ECIAL INE F�ECTI7PV REIOJIRED SUITE E Ew.WA se0o4 O'UTH I ��- `\ _ State of(!regon Structural Specialty Co�� t 425 463 2000 } Rt�^^ M ROAD - + f 425 463 M02 OA D '`-- L7 Cf>IIr_rr.,. -'d Ttairtfontr►S SteN I PROJECT MANAGER ELISFIA STA LARD +.. �� �••~s r Bck'.Ing:. ;c.. ?n Ct+rrsreb AL ENGINEERS NORTHWEST STRUT C1 Suec:a t.:-merit Rar►lstlr►Q COee 101e Frame ENGIN, 6869 WOODLAWN AVE NE Jerry Otlirxt LN,ARCHITECT C "y`-`.� -,._ `�. . `� SEATTLE.WA 9e115 .- - -- _J o aalnfor, Steel 8►nstrwsJnp Steel Turldons L 2'06 525 6648 ' 206 522 6698 C ;r+ , 4:IIt110 METAL SPAN CONSTRUCTION 1841 HOWARD RD 37% SUs�FI• MADERA.CA 93637 L 559.661 1111 r ;yPow"Concrete f 959.873 0►�^'J old Jeffy 6 t" 1 r�ncrolo FM ' LL r. ABBREVIATIONS LEGEND OF SYMBOLS SOPIC1GFIOO.WU VICINITY MAP Af,CSA.$ ACM EXPAN6tC_NM Itllt G MANUF -,n.1RYNC .+r- ---__'-. - ---- T -- "- _- _-- - ��.n w Pw y P.m.•..o�w d n f 13 3GtE0 SG#�` W)R TN ARROW rXX)R MARK AQNArMTAAL AlRYAC,fff [XTERMiiR M4FR (MAielR41C'TI.1fiER 1- -----DIMEN51()N INCANDESCENT HATCH PATTERNS S.0 9XJL+0 LIGHT FIXTURES RFRIODEI: C Special(3radlrq:E1[tsry tltlNl eine tR�w 4•!:J0.1 ALi�IN FLOOR DRAIN M.W MNWICN.[ 3M --ihla,fEtr 1R;1etN AfrAC'N n�Al �1 00. FOUW)ATION MiMII wood 1 pe1[11 aux - roja or kawvfre. DATE DESCRIPTION � FAC.`TOFIY FINICH MIBC M191111 LAW JUS 1 THF WOW R U DED M TWS MO COMPLETION A PARTIAL CANOPY AP�Ii1ix, r S.I.0 •TALL,tDBY - AgTTR T•o .rsr-•xr _�_---•�'" 1 CdasltrE ca 1feT a�L1f+c If1l►VTT•j R+'r'91y1 Apdr+l7 - -- --T- --.. -�- - -- j --- -- -- 9>DANd FEAT HEAD Rt►iEW NO. YAe14NRr pFk?iMc' I-`- srw war L ENCXOSUEE =8Ti XTCN S#4=A XCEFTALG ONLY TFODSE 5.i5 02 i SUBMIT FOR PERMIT St�1 W,Ci FL FU7t5R+t MR MIDiOT{Xif W V. STANT W I P00W, FI F I-I T t„ coif A1.r of Y 1TE.lIR4 SPECIKATK GLLY tNDIC1ITED TION 01010 FOR FURTF�1 - -.Tom owl" IYUta..rall l �-7' OO.CA[T[ 3.1.0 TALI.EOBYOIMMa! I �-{ rw; wuana CI yeFK�TgNg- SUBMIT WR BIO Y•,-' M.QI'ati FAA Ft,1REWI SHFID A INSTALLED MULL. M6ALION 's OR LOLIVER MARK 5netcTaR __I- -- � S.Ly f.+1U.E7r BY VSt1701E �_ rArtlN SY 01A'iAmt MED. Moura�I S o C ': X TA I L �_ S 1 -- sk at" IML FlNtSH ww_ MIt><.I'IAI'TING. AL wIl•1Ie uaI•flt . r REVISION�t C7N Ci"OUO ❑ Nfcfssfo � TO PORTLAFNO i -• r t, tlOt, MOIt"rom 111"P. FW)FA RVINIO F7tCF0P PLASTIC ktrl. NOT 91 GOM1TPACT 9PEC:v '�'' v0111'1�iYCICR _w LOW, - owowsT rrw +et►eq r11 slastaAE AND DELTA � pRAYft I t9'111l. A0.71kM VANEI3 IiOIM. I�4ft �ii TMar pIrYA1L1rFJ fiPll[le: t EQk11PtAENT iu/ARIC It- ❑ FLUORESCENT - .~ I Efq _ [ fitlBTEq A IATA SPR 1 NKL ER r'--1 LIGHT •, LIlr CA1L`It YJ1TM1 Plti. F1AE RE1'AtiDAAIT ti1E/lflEp Il1L9t. 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TIIC !MARCH 25.MW I I +1lIJf �C+EM Re's V_C.r t1Tar 41L.F X TER I OR ELE VA T I(�I ' x q1!)q own L;� LOM.,L_t�tlF37I1 Ir1'. • cVTA1L 4M%TrrIeAT1(w Ex YRrINI.RNNtllu ��, ]] 0'£RT ° Ay!! a i @7 IIA- LLMIL LLA r�(,LAMPIA"M 01 } y ` CON (W!7 AU.1MJ11 TITLE SHEET 01 ... __. . 9dd1" TurTRIc, COiVTRit TO 1�E ---.__ -- CANOPY ENCLOSURE �•F�' 'PMKOTIN I$Y�IEIlIM ILLI(• 14f Fl?C►t,t.lAtGA1t PUCyT 1,`rI1L. ,- . . w WKT � iT'o, ..,_.: s+att<r 1el¢TIf uAAeIN � RE,?Al)VED NfAtT> ! fi tx.iit?J!k L>fflfi�1 # K yyp W" a ystFli-OR DATUM POINT f.t.r t r�'; tM�NT �r,. 111t L IlttWIFIC1,Tlell - DATUM MARK AKL 1Nr - --- - - I 4.IN t•1TER i CXI E L EVAT I SLOPE DIRECTION r `i a� 1N TAI WITH ME I " Not SWM 9Lt1 t Y»t, MAY 2 9 2002 .1X1. Nt`�f` /IM"t FOC1T �.il Y OF lII1l1Ki� �.: �.� TS1 0 � BUILDII'Jtl D1ti'1�f��' �".. ... ,- , Lt�GNMrtY STRIP . 10 11 12 13 14 le 17 a i9 20 21 22 23 24 25 28 21 20 29 30 _ OI 4 t. 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F I F Tr I �- I F R 1 F 1T 1 F -i u l F Tr I F Tr r IT.1 LOAD NO taoeK -ww, ;.e'u I I 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 I I I I if I 1 11 1 1 11 1 -_ I r-- - - ---.r: - --- - -i ---- 1-.�• --- - - - l - I I I k ;1-t-- i - -------- EXIST—., -- ---- G h - - I II�I I I I IL jI Ij I I I I I IL jI jI I IL Illi .Jf I I I I I jI�I �JI I _ _ _ _J �cau►+�ael � II I � II I � II � [T� r - rTT•T T � ; L– 0 r e' 16' 37 I-++++++ 1 r II 1 I I I II I I I 111 I I II I I I 1 11 I I t1 I I II I I 11 I L__ ' t L 1-L _L_J-__LI 1- J L I�'O' le'-� 18'O' �'O' IC'-0' ICt-0' '-O' IS'd' IS'-O' 16'-O' I'�6' �'-� -(�'- �` S'�I IR' '11-0• UI Ili I t_ .1---'1-----L J I RL. I r...T T T T T J- r ---- --- - _—_. - III 1^ SE14'xCTIOMAL DOOR Jerry Quinn lee.ARCHITECT RMT. I" ++ + + +14 h, ! I! ! I !I I I 11 It 1 11 1 r-T — -r-'--__r } ! > _ _ _ P.Tyr I 1`= = I - tU I II -I I I I li I I ! n; ril! ! i _,. '"" B 5��x 3110 ' I} {I -{I !� +I I I_ 1 I K► ! iIin, 16'x1TA-GLAZE ALU M I I I- 1 1 1 I r V ( SECTIONAL 1 ! ,- T -r T T T''r-1 I ,ad ►e►ry L 6 I ' 1 It I I I'I I I II I I II I I II I I li I I II ! ! II I 1- � _r_1 I [- +++ +++1 I 1 r �� 1 ���i ' ' • I- I M M F 1 -1 � - - /v \� I A101 LLEYLJ 1 L_ J_J_J.._L . J_.J 1_ _J-. _ __L_J I 1 S I I I I I I I I it I I I I I I 11 I I I I I I it I �- -- �- - J � •?, L--- I ! L ll J L hl J 1.!! J L. I l_ ll J L ll J L J _____L Il J 1 EXIST /'� As.ol „ I t R�G�T� I- -f�.A'- ��p fl � :� i hit• / � lLl � n P i (l E*T.tr� i / ` / / I AN"Oft,.•«.«,�,:d..ed,,.... Irl �._. �_ ___ .�. ._ 3JE•XAM 1l / »nN•rnm CA) -_ _ _-..__ _ _ r _ _ - - �. 1 l; r 7 ^ / [� DATE DESCRIPTION - S F- _ _-. .- ___ --_ _.____ - - ' '�/�-- /� - 5.1502 SUBMIT FOR PERM11 5.1602 SUBMIT FOR BID Yi 60 _ - __mW — L61Ub1MALLGLAtED AL "STOREFRQMTPROJEcor MIATM t° BUILDING DATA --- 3 I alwUMr 2 Y �wwira AmAL -- /',r� ! I - - sEr..ncxrAt DDDR 1 �J `� I BUILDING AREA 1� �06 "I F _....-�. �._ ____ - �' "'�`°' -- - --- — bo,-0• # SIVE AL.K - - - — I 1 ��er y,,••0• I TIRE LEITER 5,' 84 S.F. _�— - ---- TOTAL BIJIL((II�IG _ >te 1WOM ,ib� •r. of A5 01 PM: EN/M$Mwd RACK� DRAWN: REB APRIL/0.24102 P FLOOR PLAN _ 7•���11{ttt_�l iGd i _ �.: ,A f�i _ P,1 .1 Dartmouth Sir 7B5t, I t FLOOR PLAN h A BUP2002-00205 } 5 of 9 �r/� q r A1 .01 a71.iA1..1`. {Y�'i{•`'� 1''l�• 7 �.•. "I ""I '' �I 'I -•1 I I I 1 l I I Illllllllllllllllllilllll IIIIIIIIIII IIIIIIII!11111111111. ,Illllllell I I I I IQI 4'_ n i'n� I� IIII IN IIII IIII III) IIIIIIIII 11 IIIIIIIII l.E(�Ie1LTTY STRIP Cf(1 H I I II a lul lul nn nl 10 1 1 12 13 14 I 17 18 I 20 21 22 23 24 216 218 217 218 29 3'0 -Y_� cbs7w r z. II C'II q y �Ila1a.J�.11,��u11,� Il�.i�.1,11f�ti�,�1,�.1,�J.11.1,.a.lr.!�.i.iJ.�llJ�1>�,:1,! 'l.U.l.ill..��l.�ll�.�l.��ll.l�(I.>.�1.1.1!111,:..1.,1a��1�.i.�,.�►,(�j�J,�,�l�l � i1 • L. I :� • - op 1010"M ­111.1-1pol ""flail 01*0111"wor, rlt ... ..+.ery.<..:x.-ghMm!P,x,•v.,w,:r,;.Trp.+:ryna,....,•..v..,.nay,+w!^v..s.+.tavRyewAt• M •'r4x'.,r,.e:..,µ....var-.v.r. .. rr.ww.n.P•a+•+..iM!• !.II!A•Rll7AMfi'AAI1lMI`Nn!y ^p,f.•.yr..^r.,.o- II t.. 1 jlikt • I I, TIGARD, OR. #1 ". 1 I + c I ( 7855 SVv TIGARD A h R I97223N II ij STV-Ei ,IAW Ts COLUMN FEH \ _ COST CO ' �; STRUCTURAL I WHOLESALE �j \ � \ FRAAMN(,/S►iEATMMIGkIFS U�,c I / �/ \ WICONC BASE NIFCL TO j �� . / / MATCH EXISTING ��,CaLt� - � C�Of�I�'nI�ATiON �/' ♦ WIEIFS i CONC BASE 999 LAKI 01 1 "r ISSAG AH ���,a Ino I • / • Castcc, k MULVANNY IN' G 2 I ( I 4 1110 112TH AVF NE I SUITE 500 I � t 425.463.7000 1 1425,463.2002 p �Q•l ALKiN MWvannyGI cam ' Ab 01 STET' 'AMli I i -- ---------- -- - s ' 19ClXUMP1PfH - ---_ _ ___ ____- COLUMN DETAIL bm�lu TOFi1AAlINGISHEAT►NlNI]+E�S 4 MAI GHEXISIN(i SCALE. 3/4• = 7'-0' XISTNG COLUMN a It tl' 6' t' ovrF IF S b C(XVC SASE - - - /. ` t OONC.tU/E NfN L — — — SEALANT,PAINTED n ` ( � 4 BiRIC7l1NA► FgAA6N0/t1�A11AIv If N WA T04C BAS"G 11 � 4 � / MATCH t'M!�T'NG COLUMN F XI>ITNG COLUMN !� WIEWS i CONC B� ,—� ENLARGED CANOPY PLAN � sCnLE: 118•= r-0' ��� /�f �. ; / 2 COLUMN DETAIL 3 COLUMNMINDOW DETAIL l SCALE: 314' 1'-0' SCALE: 3/4' 1'4r i I I T` P 1 I :a Jerry OIWnn Lee,ARCHITECT r ' ',,. � �5� 315• (''��1 +tom . � �� ;jy � d Jerry Q ►ee .� I r EXIST.R Rrr — .,...+ .......1..�r. ...... ..,-- CENTER i F.L7HD AN°pe t.w d N.W d No eort.—d t../e. •. p..M••m m•+,Y.q hmi.AMrrytIJ Md•gn . raw.•. is tT90t3T. 6.1113. CANOPY ---�� �-- -- EXIST.E.Lf.8 CANOPY EXIST PAI p SIGN OATS DESCRIPTION 5.15.02 SUBMIT FOR PERMIT EXIST E If. CAMPY 5.16.02 SUBMIT FOR BIDi — Toac�a,M I"STRUCT.° — ---- — PAtNVT7&,�(IYP.) ---...—_. 8TEEL HEADE PER STM W I, Ta COLUMN PER STRUCT., — - — - - — +II ' PAINTED(TVP 1, PAINTED(TYP.) r �1„ STEEL W"R FfR ETIMK`T., CENTER �T� ��4.' / TS CO( MN PE "LICT. yx STEEL HEADER PER ' .p P11fNTETi PAINTED(TYP) PAINTED _ —.-- t ..__ ... . -- _ - N111-1 "Ilk S� - - EXIST.E.I.f.9.COLUMN J J `� WSW AlAlei M fA1E!!lXiL 19411Bi�li�I1Vf�. „S< td x t2'GLAZED AI_uMINN1M IPM EINM Steruld .�zp �—.1t X 1174'G AZED'ALUMIRNIN E.I.F.s TO MATCH EXIST, / CCNIC.SASE INFItL ' ',� CECTIchiAL DOGR _ DRAWN ELS •.•..,w * roFIELD YWV � �—ALUMINUM STOREFRONT APRIL,lB,2002 — CONC BADE WILL SEE qPECS ENTRANCE CANOPY- ENLARGED PLAN, ELEVATIONS. 1& DETAILS NORTHEAST ELEVATION NORTH EL.EVAIIUN Q rttrnullt Sfr,7e� r; 7 lr.......... ...�+.r t...�..nae��rt�s.aw>•w - - - - - -- -- f/ `� O �BUP2002.00205 �w D J f 4f•f�L.k. 1/A" 1`�" SCPLE: 118" 1 t'4 5 nl 9 .t 1 . a:- •'"M'•tM.•`!N-,...,°..,. •. ..a...w..4.. �trr„•xv.. ..-''"*,Mtl'° tiWMiIM'YMla�wr * .rr.r.ww.e+iu`:.y:i�Lt.�:a�rr...i ....... " -..._. . .. ..-..___._......_.. ...� -__.M-.....,_,-... ._,r,r„_ ...,. 11 -ITY STRIP CRlI u1�I I nn�l I I n 1 1 I I 1 1 u In (1 I111uI�nn�inl�un�n1��'� ; ,.�,_ .. ., ►>: IO.tt.f.lctn I 10 1 I 12 13 14 IB '7 'IR 19 20 2_1 22 23 24 25 28 27 28 29 30 1 A i l tl tl:l�itliti.W�l 01 1�<lti�lt I � it ItJ� I ill l l� �1tlJt�li�` I''► Lltli! l�l�f 1 1 ' NaNI .x�oZ ' .. a+rlMBMs41-00-01-1-1 ,_. _ "w• 1 I . TIGARD, OR • ' #111 7855 SW DARTMOUTH I IGARD IDR 97223 COSTCO WHOLESALE CORPORATION now-,- i99 LAKE DRIVE I I SSAOUAH, WA 98027 T 425.313 8100 Costco.com ' EaILS'.:�G T G ?AFiA/ET I 1 t t'. . 7TH AVE ME I StM 00 ffuL",if W0, i 1 t 42$.$»000 1 T 4U.48&3= MulvsnnyG2 oorn EXIST i T 0 PARAPET #2rO&F FtRti -EXISTING tJ(It1T 1SEE EI.EVATIOF+ - EXTEND FtRf SPt�R r---owT4G FIR*. TO MAMIA/1 COVERAS� / �7711RtA FIXT1 ITE:f0 REY�1 PATCH EJ F 3 Ta 9FM�1+/CI�R LN"P 01' wjw 2X)04 UATCH EM _ •._ 4., i f T�A'r�M100Vf�1AOC — SUPPORT TACH F K1TL ff LIGHT ' / 5TR�TUFtfANO"1fFrl IlxTtl!*StiORFJMAMI r UW*f,' EM*AET(1IJOR ----� • tr-1Fr ,;T g '—" FIT r fdlf - - -- - -- � EwSTtNG BOTT OF SOFFIT HORIZWAI TRArat PATCH E-I.FA TO �$� EXt3tt�0 cif f -- ,. ASSEM�r- \ - MATCH EM O W14G E 1 STEEL HEADER PER _i SOFFIT STEEL lilpfR PER STRUCT PAISM STALX .PANTED � _ . EXISTING=S BEYOND SEE" I II �- -- -- TS COLUMN PER STAUCT PRATED STTUICT.PAINTED i 11 SE-C1KAN imp ! SEI1LAl1T 8 5a,i�RC . LOGITMrurAM ,. --_ -_ 3-4'A 11 f +�EXISTING RFAA — - -- El11STINF;CONC -_� - tX*x: NXW'AI K 2 a V(XNC EASE SLUM,A*AT FRC$ II fllFlll -- - ! l#A.DNI�i I E1�i>f10211�IQ1'E -OAT TECT FM F - /All' - EWTTNL�2%SJOE _ ESTIJeKY Quinn Lee :HI —.�FMI.FLIt.-Dd1T1�1� 7QNGFMIIM �nr,C A1p(N � I. I•1Va Ne nw1 A M lawl�w�ti .. • _y, ;' 'wr•ow/i n Iy bn•rs A^nor lW . �r£'LIy.,•.rw.s n wwnq hn•Wrw+�O,t 11id111uYw DATE DE.51'.RIPTION 1- S.15 0z SUBMIT FOR PIM I r I 5.18.02 i SUBMIT FOR SID ` +SPY SECTION CANOPY LRI=,CTION SCAl ,r- ,.r r — ---- - r --- ,r r ''aasltlnifd.;iYeiarllp+aTlj,' .:�."' i 95/610H I 1A PM a r ,w DRAWk (,DV a. fl + APRIL 24 2 : 9 1. ., sir „'I •.L CANOPY ' SECTIONS d. „ uth str 1850 SU 2 .00205 A7 .01 ,, Ar o:� A'bl¢QlR1h` -+Ir''ulf... ;�.:'"-4",.�If., •qrP 2g S LEOTBR-T1/81 c- 11 111. !! 111 I II!II I I Iil, r. illfl " r h:,, Ip•C. 2 3 sl 110 11 12 J 14 9 I� P 19 2C 22 23 2a __ 2A 2 L. ZI 1 1 01 f wJNI s l08 4 ��L� la,l�IdJ�I� �I�la1�Jr�tiJt�,�,Llilri�tlL.ltl��sl�l�l.t.:: � or o� 't3 - ... '':,1�'� � ... -. .. ,.. ,.. w .. .. .. A►,1 K .. .. wIM11f1,•..fM7�M1J1�'.e:'a'rI'r...vW`.+I'n.M : .. „. ... .. I I.I 1 a I' II I i l • I 1 T EXIST. coNc. I I GENERAL NOT CURD �, + W - - - - j THE FOLLOW NOTES APPLY UNLESS NO1LU QIWtiT*AE, I I ASTM'S NOTL, ARF TO BE LATEST EDIT1Oi4 I ( I 1 . OESCRIF, ON L - .-� 1 y'�r� I • I guild! Nome6 Site Locotion - f.ostcb:lM►iq)r� .dl� -T)gpr'd: Oregon I B 1 MFt o I ding Supp Iter's Name -- Vcx-co'Pr r eh W 11 dti g6.' to -1 11d, Dept. Contact - Mr .Mork Eiurr♦ws (5O3) 6*39-4171 Z build' Q +�+ -- -- --- -1 O H O ( [ I r- ---- E-?A 2. DE )DEAND STANDARDS Ed tion/Name) - 1997 t�!C > m - +� • ,• ement 6 Date - see snow (rain Tactor) w 7.) n - J -.e will not be used in this project) -1 , - Cod. p� I I I (ilEM1A to I �'• (410-4' I t, Z fr o t /1/ • 1 // ( x 3. DE`,!IITI ',ADS C7 _ o. Rcwr I. ood Sae Rnow load Z a m I I 1 I , - 3 EXIST. 6' CONC. SLAB-ON-GRADE. / \ Q x b. Srww L I / � � Basic ground snow load 15 asf Q 3 � � � i �__ �� a I Das i c r oaf snow I ood - 25 pet � � o O 4 T.Q 1N. 80011 IS REF. DATU1i1 C-01 1 �� \ I w O ( r t C • I I 1 f / I � I -_ _-- / I Z I Drifting "now is reR.,Ired in the design Importance factor - i 0, snow exposi, 'e factor - 1 .p j�•/ � - I - l/ -- C. aelslmi Zone 3. I - 1 .0. m / EXIST. I - v M.B.S. " PROVIDE L------ I . Mech. Unit 6 Door framing will be picked up of en IA �• / I I ADOR10NAi- SUPPORTS E-� C the point of the urits 6 transferred into tna F6.0 [, OPP I .I I FOR DOOR TRACKS lateral system i o g E�� ♦ g d. MJfnd L Basic wind speed HO (mph). i (-1'-4 ) -� f - A%REOUIRED So" I Fxposure B. Z ♦ Importance factor 1 .0. \ I NEW tN ♦` �� Collateral loads were not included ,n uplift design LL ~ I 8' C.I P WA / i EXIST INTERIOR COLUMNS, TYP. _ � / % ♦ � •. 011110t' �.oad (not including mechanical units or draft c•irtoins) � Imo. - ( •• �♦ Joist P psf os- 8.5 psf plus sprinkler concentrated /0 lair's whichever is more critical / WEA i C / Fronxos 4 psf S Sy4x / 1 / �� \ f. Dow I Weight of roof structure by Metal Building Supplier. txIS1. B' C.M U. � / HS \� ♦ • " 0- op"Io The following special loods are to be considered: n SILL WIKL / \\` �j � �' \ \ I Canopy 6 other reactions as noted on - % / \ / �--EXW. /• V. //' I structural drawings r_. ' `- / \ I \ �- - / � Typ \ / h. L000 C tions All Code required load caeroinatiot:s are to oe used in + � '7 " the building design _ , 4 _ _ - ) �• �p / ,, umn reoctluns From these load torrlb,nat Ions are to N ?II S LZLl1: I:XZIZZIIl17T1I1_LXl.1 _ - T__`_ _� �_- -- c),. da t I on e g ricer -t r - - - - - - - _ '� •� _. - 4� VERIFI it A --- � 0 n n t Z EXIST. EXTERIOR 6' C014C. Afly ' +� f'-`- --- -�1 `♦ VorCo-' s to verify o11 design information ! ,sled above and notify N SLOPED SLAB-ON-GRAuE. NS t XIST. ;' I I // ♦♦ �? Engineers '• -est of any discrepancies prior to metal building design S 8#4 '•AI EXIST. \ - s - i t �•? \ CONOME F60 -' 1 I ♦♦ ►� F'r:-4000 P'- ',ACKS MINIMUM CEVcNT PER CUBIC YARD FOR ALL CONCRETE. 2 (-1'-4") \ •��3 ♦�� / I ♦ \ USI. IYPE 1 4 -Lk SOILS RLPORI ULTIMATE STRENGTH DESIGN METHOD USED Q ♦ I ♦ M I X i NG AND +, OF ALL CONCRETE: AND SELECTION OF MATERIALS SHALL BE' IN a+ HSS Tix4xHDR. I ♦♦ ACCORDANCE *. !H1H1)L ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT ;HALL BF 0 - -� ♦ SUCH AS TC UQMuCE A DENSE WORKABLE MIX WITH 4' MAXIMUM SLUMP (UNLESS _. -. ._�- Z / / t T - _ ♦ �/ SUPERF't_AS1 1ERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS [ EXIST. / L__-_ _ ___- _-- ,J (((�� ---� FRIF F SURF WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER/CEMENT F4.5 i . - _l[..2A - [-!N '/ !►` RAT 10 • 0.49. 3/4" CEWiER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON A L F44t -Z /C- (-1'-4' 1 i� \ AR(:H I TECTURA- DRAW I NGS WATER CURING SHALL FIE USED, A!9) FNTRA I N ALL L V \ / HORIZONTAL COICRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VvLumL. LIMIT o WATER CEIEN' RAT 10 TO 0 45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE Z SIA F ATE EXCEEDS 0 20 PERCENT FEY WT. ADD NO WATER TO CONCRETE AT SITE. IF f \ t INCREASED WORKABILITY IS REQUIRED, CONTRACTOR lir TO SUBMIT A MIX DESIGN THAT \\ o WILL ALLOW 'HE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED HE AMOUNT OF ER-PLASTICIZER AT TCONCRETE PLANT. DO NOT USE FLY ASH OR I ♦ i OTHER, NON :`)RTLAND CEMENT, CE ENTUOU$ MATERIALS IN CONCRETE FOR THIS PROJECT. • ACI 3088 1 '0 BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST p• ` I APPIRO'llE1H' '_ONTRACTORS METHOD Of- COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCfi TEST CYLINDEF THEY CAST TESTING LAB TO NOTIFY T11E ARCHITECT • I M ED I ATEL i3Y FAX AND PHONE OF ANY NONCOMPI_I ANCE. j �• .°, I RDWORCING STEL 1•-/• I - 14•-0•_CLR__ - Z'-0• �, ALL CCTCRE NF URC ING SI EEL SHALL BE DEFORMED PER ASTM AC,15, GRADE 60 ---+t- - - (fy•d0.00C LAP CONTINUOUS REINFORCING BMS 44 DAR DIAMETEPS, 1 ' 10' MINIMUM UN, NOTED OTHIERWISE. CORNER BARS (1'-10' FIEND) TO BE PROVIDED FOR I F.0. FN COI. ALL H10R I ZO1 REINFORCEMENT DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OH I STANDARC P CF OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FAIDPI C (WW 'O CONFORM WITH ASTM A105 REINFORCING HOOKS '0 COMPLY WITH STANDARD A -GOKS.00 _ C. COVER TO M RFINFORCEAENT TO BE: lol- • --- -- � T ,ti OF FOOTINGS. . . . . . . . . . . . . . . . . . . . . . . 3 INCHES I yr SURF ACES. .WF ATHER 8 EARTH FACE. . . . . . .1-112 I NCHIE S A0'-0• I OR FACE . . . . . . . . . . . . . . . .3/4 1114CHE5 a �_ t•' z C� 2 1 21 STRUCy u9 AL STEEL AND INSCELLAIiOUS STEEL ALL. 11101K I )RDANCE WITH 'A I SC SPEC 1 F I C.AT I ON FOR THE DESIGN. FABR I CA T I('N AND �n r ERIC II N•t C CTURAL STECL FOR BUILDINGS', AND THE 'CODE OF STANDARD PRACTICE •. 1CTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS.WT IX '� M CANOPY FOUNDATION PLAN CANOPY FRAMING PLAN tUaf Ill' r�E As ASTM A-992 (Fy•50,000 PSI ) S OTHER SH AND PLATES AST; A-36 (Fy-36,000 PSI ) q ISS TUBf C ', ASTM A-500. GRADE B (Fy=46.000 PSI ) �• 1'-0' �. WFLfN-@ Al JDS ASTM A-108 (Fy=55,000 PSI ) 1'-0' MACHIN( TS ASTM A-307 r� HIGH Sit .,,TH BOLTS ASTM A-325N (U.N•O. ) .I>ms. h9im. ALL STRUC A,. STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ART ASTM A-325 TYPE N COA T I ONS - BEARING TYPE WITH 'HIREADS INCLUDED I N SHEAR P! NE . z 1. VERIFY ALL DIMENSIONS w/ ARCH. DRWGS. 1. VERIFY ALL DIMENSIONS w/ ARCH URWCS. CONNFC'110N ARE NON-SLIP CRITICAL AND BOLTS NEED B[ T IGNTENEO •SNUI 1 IG►lT' ONLY 2 U 2.; VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION 2.; VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION. EXCEPT AT �gAMES PROVIDE WASHERS Al OUTER PI_YS WITH SLOTTED HOLES, INSTALL w w NOTIFY ENW IF EXISTN4G FIELD CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTION", NOTIFY ENW IF EXISTING FIELD CONDITIONS ARE NOT AS SHOWN ON PLANS AND SE.:TIOWb. A-325 BOLT N ACCORDANCE WITH 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 3. ALL ITEMS ARE NEW UNLESS NOfCU AS EXIST. 3.) ALL ITEMS ARE NEWUTJLCSS NOTED AS EXIST. A3:•5 OR Ax BOL TS- (11/13/05). PROV I OE MINI MIJM EMFIEDIENT FOR ANCHIOR BOLTS AS 4.) TOP OF EXISTING INTERIOR CONCRETE SLAB ON GRADE IS REF. DATUM L'_0]. NOTED ON [ AINGS. ALL WELDING TO CONFORM WITH AWS D1 . l 'CODE FOR WELDING IN :5. TOP OF EXISTING FOOIT1N., SHOWN THUS: BUILDING ( TRUCT ION' WELDS NOT SPECIFIED SHALL BE 1/4", CONTINUOUS FILLET � s• MINIMUM. WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL r-, cm SHIE.L.DED II, N,.-ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WARS) ARE TO BE M•+� MACHINE WE - D WITH PROPER EOUIPMFNT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZE[ PRE-IMINEERED 1lTAL OUILDNIlO SYSTEM PROJECT Of :ON 1HF V "L BUILDING SUPPLIER (M 8 S ) IS TO PROVIDE AND INSTALL ALL MEMBERS TO C, AND DISTRIBUTE VER71CAI AND LATERAL LOADS TO THE FOUNDATION. PREREOUISi TO FABRICATION. 1riL 1, _+ S. IS TO REVIEW EXISTING FRAMING FOR THE ADDITIONAL LOADS SHOWN. COORDINATION: THE METAL BUILDING SUPPLIER IS TO PROVIDE AD0i'rIONAL ROOF FRAMING MEMBERS AS REOulRED TO SUPPORT NEW ROIJ UP DOORS. PROVIDE PLANS FOR BUILDING DEPAF-MINT REVIEW THAT CLEARIY SHOW NF`W AND/OR REINFORCED JOISTS 14 LOCAT NS OF THESE LOADS ARE TO BE COORDINATED WITH THE GENER,1. AND SPRIN• R CONTRACTORS PRIOR TO SUBMITTAL. NO CHANGES FROM ARCHITECTURAL OR SI IURAL DRAWINGS ARE TO OCCUR WITHOUT WRITTEN APPROVAL FROM THE I ARCH I 'T F I NAL I NSI 'ION THE L - S. ENGINEER IS TO DO A FINAL INSPECTION OF THEIR STRUCTURE THE INSpI ON IS TO INCLUDE VERIFICATION THAT THE SPRINKLER LINES, MECHANICAi UNIT, `RAFT CURTAINS AND ANY OTHER CONCENTRATED LOADS HAVE BEEN PLACED PER - CONTRACT DRAWINGS AND 1HA1 THE. HANGERS, PLATFORMS ANF) LATERAL • BRAQ iAVE BEEN INSTALLED TO PROPERLY RESOLVE ALL THE VERTICAL ANU LATEF'AL FORCES WITHOUT OVERSTRESSING THE STRUCTURE. VERIFY T[GN CN .,t EN •'E BUILDING HAS BEEN COMPLETED, INCLUDING ANY NECESSARY FIXES, THEi i O CN tiS.;, 41_L PROVIDE MULVANNYG2 ARCHITECTURE A LETTER CERTIFYING THAT F I HEIR SIRUCTURE AS-BUILT COkVL.IES WITH THEIR DRAWINGS, THE CODE UNDER (j __.I (T WHICFI 'HE BUILDING WAS CONSTRUCTED AND ALL EXTRA RFOUIREMENTS INDICATED ON Z • THE CONTgACT DRAWINGS." L.I cr_ -J t2 1 0 Q SPECIAL INSPECTIONS 7 I N5PF(.T 1 OSIS ARE TO BE PER THE COOL INDICATED ABOVE AHD ARE TO BE B f AN I NDE PE NDEI;T TESTING LAB APPROVED PRIOR TO ST ART I NG CONSTRUCTION BY THE BUILDING j J _ ___._____.____ j -_- DEPT AND THE ARCHITECT INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERT 1F I E It ��(� - -I u LOCA! WILDING DEPARTMENT, _1 III I CS"'RE.Tr:; TAKE CONCRETE CYLINDERS AS RECJIRED, VERIFY SLUMP AND In Q STRENGTH. SPECIAL INSPECTION 15 REOIIIRED DURING THE TAKIW, OF TEST SPECIMENS AND PLACING OF ALL '.,, 4rORCED CONCRETE. j REINf�1NG VERIFY ALL REINFORCING IS PLACED IN ACCL+OANCE WITH THESE CO DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP ANC GRADE. SPECIAL !NSPECTION IS REQUIRED DURINC, THE PLACING [l. OF RE1 WOFtC 1 NG STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS 6 ANCHOR BOLTS III ANCHOFz BOLTS ARE TO BF IN ACCORDANCE .VI TH CODE APPROVAL AND RE('-,A d SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUD. DRILLED IN 0 ANCHORS 6 EPDXY ANCHORS IF SHOWN ON T FESF DRAWINGS). z WELDING: SPECIAL INSPECTION IS REOUIRED DURING All STRUCTIJRAL Q WELDING. INSPECT ALL FIELD WELDING VFRIFY CFR,!FICATION U OF WEI_(JFR, -nNTQACTOR SF;ALL PAY FOR REINELDING AND � RFINSPE"TION OF ALL WELDS NOT MEFTIH:C SPECS. INSPECTOR 01711301311 fl SHALL ND'I F Y STRUCTURAL ENG I NII-E R Of WELDS NOT MEETING SPECS. PRE ialGIN ENGINEER FOR M.D.S. OR Hl� REPRESENTATIVE TO INSPECT z FIUf►DINc I M F INISHED BUILDING AND PROVIDE A !_ETTER TO THF 4RCHITECT AND W BUILDING DEPT. CERTIFYING THAT THE BUILDING AS CONSTRUCTED UJ I s o .r� MFETS BOTH THE CONTRACT DRAWINGS AND BUILDING CODE In v STRUCTURAL REOUIREMENTS. LETTER TO BE STAMPED 6 SIGNED BY ,• I THE ENGINEER THAT STAMPED M.B.S. DRAWINGS SNOW D17 A W IN" SUMMIT ) „ ' PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE. SEPIAS OF JOB NO: 93085009 i - �• SHOP DRAW ) ENGINEER FOR REVIEW AFTER CONTRACTOR F;4S REVIEWED 6 STAMPED AREA OF ?P DRAWING SUPF'L I ER MAKES A CHiANGf r POM THESE DRAW I NGS 1 T I S TO ENGINEER: H�PANGFI IRAN +•' FOR COwq END PRIOR TO FABRICATIOrI FOR: STRUCTURAL STEEL, AND REINFORCING • -_ STEEL. L I;FD AND CLOUDED. CHANGES NOT FLAGGED AND CLOIAFO ARE TO E'r EE CLE RL A, iNACCEPTABLE EVEN WITHOUT BFING COMMENTED ON IN THE SHOP DRAWING DRAWN: BR �� REV I EW'APRf)C! 5`.;. THE SIIPPI [FR OF THE ITEM CONTAINING THE CHANGE SHALL BE ---- -- I T CHANGING THE IIEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST { y TpUI�'T AT E.N W ; OP710N. "SHOP DRAWINGS ARE AN ERECTION AID, ANE DATE: 5-15-02 TMIF OWI:E KEY PLAN sTPtx Tu1tAt ! RAW I RIGS SFW_L TAKE PRECEDENT OVER THE SHOP DRAWINGS. s SHEET LA0: _ W _ SPOOM CONDITHM N.T.S. SHO11IF1pTHE COWPACTly!D,hRAC I NCROF VERIFYALL STRUCTURAL MEMBERS DIMENSIONS IN FDURING ACONSTRUCTION ND IV I()CONTRACTOTFR � 1 SHALL NOT 1 f Y F NG I NIEER OF ALL F I EI_D CHANGES PR I OFt TO T NS T AL-I AT ION / T� - - ti•, r`� _ I ">< • ., :, coe-tiQord sT-Canopy 16 ��*M .' .a•:. - r .:_:. •• - .,.urh SN 7HStt i'�„3 r III 11':1111)(I t)zn5 A , : LE0MlLITY STRIP ��IIIII II !I t! I'I! �! II I!IIII�IIn� !!I�unull,��ullu� + ' � n1„ ' I u 10 12 13 a 1 18 P 21 22 13 2 i4 25 28 2'-7 28 I 21 9 3'I 0 It- ZI I I OI .IONI A IOL 1• it II'' OL ..L�I�I�la1�J. L�.I.,J-tl.�J.i.�ll1.►1,IJa,IIJ.��l�la.l�l�.laa�l(�. .IBJ.II[LE1���l,l[�.iJ�li.L1�.I�1a1���Ul�ll.i�.u.1.11�,��El�1l!.1TLI.I�al�l��1,�,�,�.[1�. �1.1,�tl��il��1�•U.I.tlallll�al�!>_L!. Oil 11"I I I 11 v --. .....:. , Fri.. :... +r f� EXIST. STUD A: E.I. F WALL I : • • : •• . • ' �1tIST. i E iTQ NEW Wile)ci+N WFILL E COL -- -- NEW E.I.F.S. O STUDS E.I. F.S. • ••. . . ?TROVE F'tK ARCH. f0 MATCH EXIST .� STbD,S: •• ; '� _ �-.— -- -- - EXIST. TM PLN! NEIM HSS •: •• ••• •i• AE.I. F.S. �' I PER PLAN i ST t UDS F.D. HSS w/ • BASE t - �r I ... •:' 2 -/5 F--""1 TOP - w/ HILrII Hr-READEO RODS - NEW HSS A" C-I. - WALL I •• N J fXIsT 4 /4 V. EO. SPACED EXIST (EMBED, 5' WIN.) PER J" �E R 3 - 1.0 THREADED RODS i I N low-,. w/ SP IAL INSPECTION 4 w/ HILTI HY-1150 I CONC. w/ HI I HY- 15D --I ocpfSTAL I MAiNTNQ�Al- WIN. 4 (EMCEED 5- MIN.) I W � rEML*q 4 ) cr SPECIFI �NSY O-a - COAIC.EXKT. EDGE (moi CE -- �TYP MNNIAIN i i mi . CTIQN i j CONIC. V1 t _ II EDGE DISTANT CE I I i PEDESTAL Zw/ SptCIAE_ c7 o _1 NEW 8- C P. *Al, I _ z • ° __ - ! 3 e a 4 • c j e ° / —2 -1"0 x 6• W.H.S. •1'- 4"90. z / n a` w Add co Eel SI w/ HILTI j G I+ ,—/4 fl VERT. O 9 } ; -W �fS t7,f n HY-1501 D �� 4 e ,. I n (EMBED 4- MIN.) I • " I 1 3 •1 w/ SPECK INSP. vM. 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PANGELINAN DRAWN: RR �.I. , DATE: 5-15-02 SHEET �:Q: `--- _ V Dartmouth Str 7850 t' BUP2002 00205 9 o 9 cos- TIGAARD-S2--CANOPY- 16 • ,wr..••r..,vltli.tlw�a+w,W:w►riRw�..;M'a+wN..aw......,..aylrep►v�A.^tu;;:a�IV1k4�1iifi17as1r.. , .. .,...:n?!{.rennrr,, , .. .' LEQIR'LTTY STRIP "nllllninnlnnli -_. i 4 5 8 7 8 9 10 11 12 13 14 18 n 18 19 20 2 22 23 24 25 25 27 28 29 30 R ? 2� I' III,I 'I I''' 1' I1I''II1''I' I�f III'III '.'• 1II�q1I',I Mp1/r •,n oz �i� ,U�46 14�k�SJJJ..1��JJ.IU.LIJ,1.a,�N�.�1.4�) 6t ' _ .lA�r;r,+Mlr7tprr.ar-,-n.... ,.-..,..,..+c..+rmwna,.�rw.�IM!RMawMw"M7, �r M.. t