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7850 SW DARTMOUTH STREET-7 • l;a' MND f ,y, M1 I ENGINEERS - NORTHWEST INC PS. 68W WOODLAWN AVE. N.E. - SUITE 205 SEATTLE, WA 98115 (206)525.7560 • FAX # (206) 522-6698 ENGINEERS - NORTHWEST INC. P. S. 68fi9WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA98115 - (206)525.7560FAX ,r (206)522-6699 ENGINEERS - NORTHWEST INC. P. S. _�B No — Joe NAME —�__'- .- DATE --_�_-- 6869 WOODLAWN' AVE. N.E. - SUITE 205 • SEATTLE. WA 98115 . (206)525-7560 • FAX # (206) 522-6638 SUBJECT___._- SHEET -JB NO ""' JOB NAME _�'� :L-J DATE - ---- SUBJECT ` --- 6Y - - ��L� W>sl� VI FIS" .� - - -- SHEET- �OF_ � JOB NO I QT� Joe NAME DATE ! ,. i SUBJECT `s1Y V( E )I�1E, - U -b tvl 1 - -- -'i Z IJf I""- SHEET pc COSTCO BY_�'_�_��-_ - TIGARDOR _ w )IN > 80 - k ExP 4 T = 1.0 P ; (� �� „- �� 62-)��•Z) �� ) = I Z•Z �F ��.�.e.� I� 2 `.- r3•) CZ' ) = 781 � �- DartmoutN Rd. & Pacific fiw-N, 99 - Tigard, ()R P ? �E I EMIL ` t `l is':5s wp ON H(S 'to�- 4) 0A �Q`C 1" SEW UFE-IJ+NG STRUCTURAL CALCULATIONS t� " 62 Wpo ClaFOR ( ✓tcE> 3 "C711 k- 12' MEQ w4 !r-�v Gw,�T Z) Zu New AdditionsN•�T = I_0('o.Y.)(I.J �I 4 o ) WP : o. 12 Wf 'b Fie �� atv c-exeD 14, D.L-- 0.7 0.V51- wf # � 3 T. 62 (63�sf) r ' :august 9, 1999 - - ENW Protect No. 93085007 -Tb GA wP _ ��,S�f l CODE 1997 Uniform Building Cude 0•`15 Wv tiOst 35.1 � SEISMIC. Zone 3 �:� RQ WIND 80 mph, Exp B ll� J 6/WD 11 z 3 .93 v 00 0.11.� --► rte' D= O.00- c OKE nt*1rL ��--- o _ fs o �w�a n: Co.a�6) 7850 SW Dartmouth Str. 7850 SW Dartmouth Str. � / ,. {-�- €tVGINEERS WORTMWEST,INC.P.S. S7AUCil1RAl ENGINFEPS BUP1999.00497,MEC1999-00509 /I BUP1999-00497.MEC1999 n 6889+�ckxx ANr.&.I,, t of 2,3 2 of 203 ^-�_► I " 7850 SW Dartmouth Str 1 ! vE SEArr,c AA)y''� �._,• r cr.t >Je;u .� .F-1. BUP1999-00497.1 MEC1999.00509 J �� = tZ� - h WEE 0 4 0034 1 2 3°` 203 7850 SW Dartmouth Str J ` / h 8UP1900497. MEC1999-00509 A J = O. q366, 99-4 of 203 ENGINEERS - NORTHWEST INC. PS. ENGINEERS - NORTHWEST INC. P- S. ENGINEERS - NORTHWEST INC. P. S. : : ENG NEER37- NOR we 68� WOODLAWN AVE. N E SUITE 205 � SEATTLE, WA 98115 - 12061525.7560 • FAX +� (206) 522-6698 -;�� ru�.�.:fiaG�;,� ,� -.:;- ��-' P S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE,WA 98115 - '106)525-7560 • FAX # 206)522-6698 � �:. . e.� '� '. F ( 6869 WOODLAWN AVE. N.E.- SUITE 205 SEATTLE,WA 98115 (206)525-7560 FAX (206) 522-6698 68E91IVIC)DO,.AVVNAVEN-E-SUtTE205 -SEgTI[L.F g»5 -1206)525-755W. FA7C S �J S-7"1v I C�, -Z _ oe No Joe NAME 15Iq ff < T SUBJ:._1 ��.,+ (M_ �;�1. � DATE JOB NO —�JVS..V 1 JOB NAIVE c'OS I CU 1 �Vf-��.S...J DATE -->• I� �� -- y - - --- SHEET , �Gi 1 `•``11 II I,'N JOB No. Joe NAME DATE JOA NO._LC�( 7 Joey NAME SUBJECT '.IC.I`" � 'L-� �f-.C�l � ./T� SHEET OF_ C DATE BY_— SUBJECT 4 �1r1$ --- - ---- ` .�_ - BJ SUECT _ - ----- - SHEET OF- SUBJECT ALG�..fC...AT/�� — BY i .- L_. � - --------- -- _•S1iEET-�.._.1_OF ---- --- - -- --, BY -- - — BY .y sru0 wAcc. 3 SIDES •�^g9" � _ � t �4x - _ r . . _�. � �tl=��l�) ► V��,�IL ( ' _ ?gyp U3 z- � 1 �2c�# p` _ + i s' x 2-C>, ;f" - o.S' - �, � 5t sE15M) 94 USc 4 CotiE - - -- �-_ - • a rt 6 �cK A A 9� uvac 790 ^'l�lJ C+t 1<K-E7J z�.•a= t I P - P� e _ d ovo3s5 0.4'o wp = 3i.s p4 (%LL eRaT) 1 fJ -t-S Z W-U'D W, - S ryf (Ful a' Or& A" Fort NI-N' Uk 0 L51 WP OKAY l ' _ Z 14'4 t,,.�*l,� l L��l q1 (7e v . k :L11 )-r 0 -1 T f�47 7850 SW Dartmouth Sir. c BUP1999.00491. MEC1999.00509 7850 SW Dartmouth Stc. 7850 SW Dartmouth Sr.r ® 5 of 203 8UP1999-00497.MEC 1999-00509 BUP7850 S 497. mouth g r.r790o l� �► 6 of 203 �' 9UP1 9 1999.00509 n„ 7850 SW Darmouth Str 7 of 203 w►Fi6, . :•.r•t+.+c n•.. .. ." . 999 004 7 MEC s•'E;. .'�•r n• ' 4ca,r-- 'Mi' 41in=' ,N. 8 of 203 LEGIBILITY STRi' 6 8 9 G 2 13 �4 16 17 '9 19 20 21 22 2- 21 25 26 27 2'6 29 3C M ofz5x ` 109 + I I t � 14d � ��16� oz !P .:. re r ., ,.,i. ;,",.. a�iN 1:A+a�,..�,.�,; .TY M r•. . 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NAME- C o s rev TI�,�� •aP ter- 9&,085007.106 -f •'_ - 2n /"� r-� n / 7 r DATE-- �-+ -- .li» N0.-1+ -"L J06 NAME Cos - )L7N►�1J C - Joy No. /&D 8S 00/JOO NAME t -7TL'O� �'1 AT �Z .lOr N0. x"187 Q JOG NAME_ �-�'" S-rC o - •! 16A'0 0 SI•luccr- l� H1C_KEN �T/ SE/2I SHEET_,+o�J��__ ElJfa.JECT lLoTi��SE/L1E 14E'Ayu��_ -+-- - GATET SuaiECT- LI�TJ +t�' TE _ - --' -- - 'r i d.Y DA -�� --SHEET �OF--6- - - - _ -- SHEET '/-20 OF St1tiJECT,_ �'T'/SSE2L� L`ATf12Ar7! _Q�^� AEi A SidT�^$HEFT K -OF -�- - N oc�SaaP.0o 2T - - EiY- - ^-�� 13-O C A K V"_Aq3 o.4o BY ✓AuvF . a.2lrto 29• a..cr suvvenr to !o-i1,s j GAY_ Ems_ wo/t.S7 Cs�S£ ��--••-- �,►�'' '`�7 �3c: I d.4(1) S ra -- 7b 1 �a�o ,< �°` - �4 ,LA- 0 V- 1'2 w w 4 iIL w = <> -- - - - .� , ��lotll z +/0 85 �F V1,A,,= (°`VV 7 t'r �J = �e d., z ..J o.,yZl., z.s - T.•�`w.�"'"`""".� ._ 1 _ i �$- s>� ,b} `� 4-5 4PAoCA V=�',W W -Aq =o.1'i�# 1•I 2.0F2-0� 2.011 --- Q 1 l eoo 3 )v z =000 !� T aJQH 3t4) oo . V e 2�-5 T 1./ /J. H..RS g4u6L = 0 = l.�• FJ+c7"OL.Forr Oar.c4.Z`ip .IGIk»Cl3 rwaNz. O O Y ��1 C.a,"reQ Y M � •+I V = 0.2 514/ /5r�o e�- X z = I 'SUpe 1Z E 2 .29' 1�5' .92'• iM- war, .75 1 1 /.li�JZ.O 1rG`3 V r c,. t z (�G 4�.Z•0� /.p 1,/+ Z.1'/It,/ Ncx<>0 loC,%O 6A. X•2 • -G c.'ca -- 0.5 .aao0 Noop Q"T 4G /v./to7� CE/L/NCS 10parx to x ZO = 12�0� a��o• _ Q WA«.:; PSFx 10 x 32. �jbo a Zto4r Vhr_ICS7o Zc7_p' M+Ax. 9-8J� Sjzcc?o. - r6 5 3. q1f " S 3.'je1w3 T= C�� D.oz(o.�� = s�1g4'° f V= 5(�o•sro) fZ - 1154•- at _ JoCO. 5E" _ 1O.nP /�oy'A lSB >w/ O£ # Rik c,_ �S..MIlv.LYI:- 5r►uf►r 4a„• 2- a` - n c� vlcT 7cs o--1 rC_ f-, 2- f.as ,00' Z- a 9 - a t t o - --- - 20 ralr �LIOs� I �- OI-t C7 `J /SoO tl �]� - a 33ofz 311 eaCT itd. 0� /Soo l �/� 1..1u c. w 0 330 a9o,...,s �.....� t�"=CIO ♦11 - 42 P�-F� Q - i = Som � 5/B•• �` /3/gX 20 yA STe.I bs r �s'o 10S c�a�(•., N1 = '� �` Asa t�1 r - T 4 = 8.S? TRS, t3 iK 1%k I/n�,,A. ^us•c. _ • t• - 1 t5�y 12 rt'A�'`- '" .Z Yvru D �✓/ 5 PS F Crs TERq` ,C owe; 4 Y: �'` �_'._='O. ASG : ./.a �!_'��r �r,1T' � 0 A'' I'o A 5 - D. G3 �x I�!3 x Jc 113 Y. •v-� � •;+• , l.�s � E.E. awl/�•io�, rj•s o.5( /-6SC' - lflsT SF34� �'� v-frJ-�4 , lig lQ.S K oN (o" �"xz1xv, �' `'' Cc,,•.:,�Kw` •!- �� /wz.3i t_�.P ca,,d) \•� ��3 `• t�� '`•�tf�CTiNarr st,1��REr�F 1� . Ta p Fc.4', 6.q AC I"Cj - r� 114.5 � 101 - /.6 5 - -• e T4= ryr �1.8 1 03 ecaf o� I-Z3/,.x/'-3�" •, ��+aclw�'� D�/ _ a2az 1'.J. Req WA<•0- sitt,•,r�u.s 0 �= 101 (.SI� = 516 " > 49/t (4 s 1 :. oK �r/Ns _ �•t __ • P C,oe_e on/ /9'a�i�• q./ sHoz� �r%a.., Fc-�yMrr--7• 1Va�JQ.. Ox J'o (L t cAJ~= 'QZ c /= P = 30 .x5 c:>TW. = (15' (to) 33n �`T�=/3�/Qo'Ft7 crrµ� 43�L�i0 +9 (7 4,2 �Z 3caa��) _ r. 1�..'�8�c/2 ( 1 Sat q�� f-_- A!¢ ft y.,.oiao s v vas c..�c� I 114 o SZi zQ)+ I Zoo(lo) vim-. -X40' M= 8 f - a. �9 - !.b :, - , �� _� 1 S,S J�S <-4'x304.0 • - . . •.. ;L:._ . - . . �,� - �z��--= =�s,��t� �„ - Nay 1 ' • �P Jrt.IG tl '- 1 - , r• .. • ,• ,,. .r�•��` \.' 'a.•�; ; , ''�•1 vr.`! •'r • ,.,. ti' l .lt �i • JLArlio --e ��.�~ .� • Lr tfl' S • T raA.l q- "� Etc 41 gmt.-311=102> "s OK � �i., �;4C1,�' . .,. 1 �t, � � w "+�� 1� $Q-'O 7850 SW Dartmouth Sir. - �r 7850 SW Dartmouth SU ?+ GC •G.A�crla,rtM 7850 SW Dartmouth Sir. `• y. r• - `' ='�g •HIci7 s/�t'N t�arr.5M3 ,ar..f%• •.• .'•r•a.s... r,.. rr !<•r 1•rY I�µ�,. Gc�. .c •. BUP1949-OG197,MEC 1999-00509 �� Fe�• t�Ar� • 1 9.00497 M_C1 A9- 5' ' .• UP199 - t 1 . - .,a.l":;+ : .;.:•r , Ax.lpfjiiwgd+•_ r.?-lssr.i',••.t�N:� •,r BUP 99 F 9 00 09 i1M�11 (1�`.Mn: ••rc .i�6v •. .r +Yt.►1:d+b �Ya•, 9 00497.MEC1999.00509 A-pso r 6d! Keo 1?!e(t�S 7 _ �f�• / (� d7tiCs - .��I.L7� 9 of 203 .nty{�1„• (fit' tc••►rsk^I►., .+ 1 ' �Sf"! <}i!1a�Iri1�•vai:a' r ' ` ~ "E:TTNEj1 .Vast 7850 SW Dartmouth Sir. 10 of 203 .• . .• n"► '+M',i'.+4010 -3* 11 of 203 y t•'.'A'e0 43i�}wrA. +-�-•> .,.• Arca: f1UP1999-00497,MEC1999-OOSU9 h'. 12 of 203 *** ENGINEERS N ORTH E ,� ,. W ST• INC. P.S. '� r•>� ;+> 1 �: ,...� �,, � ;.� -�.¢• - .• � y. �. ,,,, �� . . . EERS,;%,NORTHWEST ;INC. RS:• •t . s�.,1,�,;,I!yc:•*1►,T/',•,� _ .,w o,. :' . . ., w,,(•.:ws t.K/M4w►��.r. Ari.�,,,.. +;:�c+w., wa... +M11bw- 13$M Ahwe "MM Gone& .'+r M�3s.O K U. � -E�,37�MSrcG+�'r'd a►�n�Abaa ENGIN �!I(fr',�: w,��. _ _ �'�° M1 &ftMbw.. C35&13029 M yer: G nwjc YW=33AI= .Gtr t T egg Waool Awns AVEN.E•SUfTE205 -SEAT>rL1;,IMA96115-t2061525� 0 - t1J�WOODLJIWN AVE ME.-SUITE 206 -$EATTLE,�WA 96115 -01061525-75®0 - FAX AI(206)S?2.4Z698 -: FA7C*(�6'672.86od _ - - CM1f1e Gauss Propel6es - L oatiings _ Dimensions Gross-P opel6es 1 Joe No. j�ODS�Jos'NAME.Co�Tco: �E Q� �e � - 3.6250 in Mea = 024 iri2 P = OAS KIPS -- --- _ -Flange 1.17r�0 in be = 0.48 iM Mx a - 120 KIPS Joe No.jJoe NAME �`� DATE _ DATE Fla Lip _ 1.50 K-in � - 361250 in Am 0.48 in2 -P � � �5 - � �a';�.f 1 ��1� 1.3750UPS = 03750 in be 020 IM iM Ky _ 150 Kiri SUS•JECT�c:). ��/2t/ C E � �T i c "2/E � SHEFT� of�n -- SUBJECT -- - SNEETf•Z OF Bend = 0.0519 in Rx -O-IM in IV 1.43 in yLy -.06 kA KxLx 120.00 Bend - 0.0519 in ly Rx = � x - 120.00 in 1 t = 0.0346 in Ry = 0.50 in Ktlt - 120.00 in 4-/ ror. oma=E7• - -_-_ Punch = 1.5000 in Cw = 0.16 ins KLx t = C'A34F; in Ry - 0.65 in K" = 24.00 in - _ (/ N2. NA F -�__ �Y 120.00 in 120.00 in - - Pu.nrh - 1.5000 in Cw = 0.33 inG KLx 120.00 in _ � = 02885 in J - 0.09 K>4 Kty - 24.00 in WI = 02885 in J = 0.19 iM hly 24.00 in •L G Sas�R��1 tv = 1.20'. in Xo = -1.02 in Klt = 120.00 in wl - 1.2020 in 1 - 0.00 in Iq_ - 120.00 in --- a.•-•-----_._ •' C Ww = 34520 in Ra - 1.83 in4 vvffx 2z i� Beta = 069 Wer - 3.4520 in RA 1.57 kA u 5 E LA N 17Ev 3TQ7E 5 4 j/P:S H►'y ( u s G j "J=Jx10L3 Beta - 1.00 / �-- /409 . T.+e,c_4• ZZ-Mr+..e ��r.E Z-zc� AXIAI•ANALYSIS AXIALANALY:IS •J=Jx10E3 i0' /5 C4.1-1 Fex = Pi" < r / 2EAYJ xflW2 = 41.18 KSI a n,S E,tif 12h NE Q- Z o 8 -fir 1 C 60 �0CA 1�•1� «-P 3a_ s''`'"`* 1 5�+�1T "C Eq.C4.1-1 F - a Eq.C4.1-1 Fex = Pi"2FJ(KI-.x/Rx)•2 = 41.18 KSI / No�..+c •• •� l�•,•a '�� Fey -' �"�K�-Y�lll"2 12e.o4 Ksll . F-4 �7- Eq.03.12-9 So=(GJ+pf-,T: od(Le2yARo^2 = 5.51 KSI Eq. X-1-1 Fey = Pi^2r-JN-y/Ry)^2 = 211.74 KSI . U t- r cA o.g'-, " Aesny-43 oriel ire �<o•2gt'tti•.,�•�c�'G` ewe»oC Eq.042-1 Fet = +Fex- + SgCFex^-52Beta = 526 KSI Eq.C3.12-9 Sigt=(G.!+Pi^2ECw <-//D. iD 35 N- W P-�O p�' (Sipt ((SW Feod"2'413eta• ACU^?a/ARo^2 = 7.47 KSIs � � Fe = 5.26 KSI Eq.042,1 Fet = (Siyt+Fex-((SgI+FexY`2-4Betp-SigCFw*^j 28eta = 7.47 KSI • Fe <'Fy2. Therefore Fn = Fe = 526 KSI Fe = 7.47 KSI �•-''''' z a/z f Gsrioc�' Find Ae at stress Fn Fe at stye Therefore Fn = Fe = 7.47 KSI W T S_ 600 Et•• 20 (151c) 1.3q Pa_f _ O pe,.F eFlangec = 1.202 inches Find Ae at stress Fn eFlange - 1-202 inches eWeb = 1-952 aKhes eLiP = 0.289 inches /000 .l Q Zo �4-x)/.tl.�,_,r - 4--5 eWeb = 1.882 inches C coo E 5'2o(dX4xj/,S• == 3 -o Ae - 0.186 inches Ae = 0.3G7 inches Y� Eq.C4-2 Pn = AeFn = 098 KIPS = / Gw8 5 (�'' 35 -o _ Eq.C4-2 Pn = AeFn 2.74 KIPS « N-. e�a Eq.�4-1 Pa = Pn/1Jir2 = 051 KIPS Wdh 1/3 increa•�e Pa = 0.68 KIPS Eq.C44 Pa = Pn/1-92 = 1-43 KIPS With 1/3 kK:rease Pa = 1.90 KIPS 9 2:5• - Z/4F�F t IYEN0ING Sr.Y8 r MISC. = , Nr,t. 0.60SO4 Eq.C3.12-9 Sgt= (GJ+W2EQ-vAJ^2YARo^2 = 5.51 KSI -C = 0.0 95 inA SIS T..•aty= g- 415 -S.S K G>.71Z Eq,031.2-8 5i9r = Pf"2E/(t-y1�2 = 12'8.04 KSI � C3.1.2�-15 !:re = R^tt=u T o T�h c". �O.O Pc-F P7,er•ss� 5. 3 9 1.z 3' Eq.C3.12-5 AM = RoA(�.,gt-Sig�^.S = 11.52 Kon EqIy A. 2 = 7.2954 Kon Eq_03.12-3 My = SrFy = 8.81 K-in Eq.C3.1:2-6 My = SfFy = 17.6232 Kon Ref. C3.12-13-14 Mc = 7.2954 K-in •. Sr mss/"`So,i�•�m«- T,�e. ,+ I?30 O� F > fecd O-SW %dla aO. I =My('-dS9 = ) = 9 KS K-in Find of fete section at stress f, f = McIV = 13.66 M MAx. wT. Qoo F F c.-Eu. 2�.S• , Firx!eflleE�hre sdr.#rx�at sstr�s t.hINc�SY = 26.E KSt _ 1 YV/ 1.202 itches; l NT = 18-S ./L�� ,1�e..t. Tuaaew t�Fbn,,,le - 1.202 fnCfles •eFlerge - J �s+dn. B- yMa ri Ny-I3o Tia.»= ?_/60' eLiP = 02M kx*M `'eLIP = 01.-89 inches 9_ 7 eWeb = 1,9!'SZ 8nd�ss eWeb = 1.952 inches i• PJ o i. L v. /�� Sc t 0.256 G�cfiea SC = 0.,512 ici m • �1•-TI Eq.C3.12-1 Mn = Sd cM= 6164 Kon Eq.C3.12--1 IMn =r Sd*jsf = 7.00 K-in b/1• = -b o(1$S - CAO r SSS Eq.C3.1-1 Ma = MnMA7 = 4.011 K•4i1. Wilk 113 iricres URa = 5.46 Kon Eq.C3.14 Lim - Mrd A7 = 4.19 K•4n. VM 1/3 kmxewe Ma r 559 K 4n �. 5v.3'"0C ' tZ4 2=.41 /.e�,+r_'t asi ✓=.4� h/er. �+/ E_3(��= Z'4Pc� E4 CSb Pit s PI"S -%*2 =M 10P41 WMb 1A tartness = 13AS KPS Eq. 6 Pcr - PP2Ek x"2 = 19.57 KPS WMh M irwa - 26.09 KIPS E4 CS' '4 0mMm = 1.1.0'i}PAll = OM2 Milt 113 i11C1eM! a 0.934 Eq.CS4 0111epeDl = 1-192PIPa = OM Mh 113 ilCmllse at 0912 Eq.CS1 P1Pa + M161e011tegel a! 11.201 111�11A b-r wie s Ojw Eq-C1 PPM ♦ &MASOmegaoi = 1246 VVM 113 Ilrcroae = 0.725 1�- '2.4(18.5)' '44'4* (4f 1=r:i7u�3 e-A 101QE ertoov Z. latu-f`S m o • Sq.C3,2 PIPao ♦ M>AAe = 0,507 WMh 1/3 increase = 0.380 6q.CS2 P/Pao + Mdft = O-w WMh 13 ifICleMe a 0.411 •..•••. i 6 pe_F f5T•a•a < 1 S rc-er Ac_t o..i/sTwp a .7-c. N7. Q n L ( � •� 18.5 r 1`�!N.1►rTG+K to �NE.A/te- TOP 4eio7. •�f OuCT c 24�r S/ ZZZ-'r St`wNHeatrtr ENGINEERS NOR'T} WEST. INC.-P.S. ENGINEERS NOFrTHWEST• INC.-P.S. 16J zo GA. ( =b �cnEw IL4 j r .a'.! = z1Eb`. z' Lj1 2Z t � - . ay 7e90 StM 0arfmouM qtr. ... - �.t : _ 1. '..a•':'i. il•w• a•, +. .k :a A!4G w�+ N .rer.. a�•s a . . 0UP1M40497,MEC1999-00M9 7850 SW Dartmouth Sir. QW Darbnnuth.Sir, �"• • '� r :` 8UP1999-00497.MEC1999a0509 BUF'1999 074*�7,ME'C.1199 00509 7850 SW Dartmouth Sir. I - .•. 130/ 203 w.wr.xr.M+� - ?.,.•. . •.r.y .,,�::...•,�^a aY +s.• • �. ; . .r M+.+1.1�wM�.ww�.M.�..._._, • '.: i a. . 14 of 203 r�...... e..►!tfi. . - 150f 203 �,•.t1• - ,!.. �w.,.: Mkk+Y.. e - • a - B P991-00197. 99A 00809 , - -.. ._.....wl......,,•• ..--... -.....,,.�. ....._ ! ..1R. .r. - of 203 P18111 _ III IIII ILII IIII III) IIII IIII IIII IIII IIII IIII IIII IIII I!II IIII !I!I till IIII Iill !!! LM&u �,�� Cmo I I I I I I I I I I I I I I �nllllnlinn unlnu unlun unlll 1!11111 IIIIIIIII IIIIIIIII IIIIIIIII IlflllllllllF1IIIII IIIIIIIII 111/1111 111111111 IIIIIIIII IIIIIIIII IIIIIIIII 111111111 IIIIIIIII IIIIIIIII - .. 3 • 6 9 I o I i Ih II3 II4 ! I�e II7 is 19 2G eZll alt 23 /�4 �s 28 217 pTm.i cm 28 29 3Q OF V r )J L - -- r-c - ENGINEERS - NORTHWEST INC. PS. ENGINEER6 iIORTNWEST.INC.F.S. gHEE11oF-�- _ "°"° " ENGINEERS - NORTHWEST INC. P S. t r W�S440 AVE.N.E.(st,RE 206) Rap.t 6 -��TYP EX MrIY ' SEATTLE.WA 98115 6869 W007LAWN AVE. N.E. SUITE 205 SEATTLE,WA 98115 (2061525 7560 FAX# (206)522-6698 T1IPE'S - 1�-U1NG . 6868 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE,WA 98115 (206)525-75(10 FAX #(206)522-6698 DM£ HEAD CHMD THESE DNAs TYPE S - r LONG • 1 Y'% uux. _ _/ STEEL SCf�ws 0 17% shoe No __ JOB NAME "'name: "i"''i09ru0ot 1 IAYER -SHEET ROCK SUBJECT- DAT[ -_-___-- q _+ - DATE -_ Job name: Costco-catwalk - - SHEET of-- - Joe No. 15065- NAME -J"' ,f� CITE D/ �1) --- `/ /�-'�' /� y ::5C) �� =-1 �/-; tN UGC Section 1!330.2 Sfatk Forr.,a Procedure Bulldk►p design baso shear 16 BY- SUOJECT _ AT_k,.(_A4___X,---- -- :: �O-----------T _-- S H E E T rap•r O F'___LSL__. -- -- - - ��1 SHEET tZOCTC (LINER PANEL) - - --- ---- ----- ---- ----- ----- -- By Structural rely system a` Tot I N(�'�Mus-BWS,dFS,MRF,D6 a W-S) I NOTA- TiNS SCREW _ 00 7HRU 1IUM -I RUNNERS laldAFa = J-RUN AER TOP do 3/�~ A FF r�/ L� ,�o J 5 L /' Seismic - Tbi-I" BOT / PS - '� _rL e g 4 -5 F_ hn- heigti b b►I lavo n mike poroon a sbuulue(ebv-Cres) L b TOP-� 1►, - `� Na. Td.18-S i U(Geer then 1 0 only n surrroc Zone 4) Sad pr°fYs type= Tbt.161(N u vtown use'SO') H - OTS-. -e � Top of war elawtron - L Co - V f-C�r(• 4 F 1 h]L try s 1�Op Ili,16-T a U(Grea-er than 1 0 onlY n seismic Zee 4) 'n Toe & eoi. 0 a�,. '\ Elevation d J (p..w) a.:: R 6c 0 HoittZ� �AJ>n CTB Z bP d wan lelanl almpport +nDF. R -- - "OW-PER _1 rH (=Cl� Aescrow 4LQA0 r� " CA (Geer 2 = 8'S.33�sF Ct-�Sp..1= 2(u 1h TYY• R- 5.r Tbltt3'NaP tj Ga O.H Tbl.lfl(] ----- •O $t-1 G/Z./NVI O 5 E t7 A Cv- 0" Tb1 16-1 a R 5 O o Ca'n 0.44 K:a•Na(Ca'not •Ca n son nig Zone 4 mwM CV- 0.64 10eW(CV nw C4 n Seismic Zone 4 only) r1• 2- 0.4 Tbl.18-1 -_ _. �- ----- Nc,vV IF L 5 -V os!°C, coEsTp 1o� P�F T- E4(30-6) 0.,17 E4(•0.4) Vu-(CV-Oft-n'W- 0834Y w W-bulldirV weight(0 or kips) FFFFq(xYa) Vu■(2.5'C.s-M)-W- 0 1984 w L"M bound d Zones 1. r E4(30• ) Vu-(0.11•Ca`gw- 0.048 'W gave bouul all Zorwhs - - 1 UJ - K� 'ti 5 /p f.F Ea(�7) vu-ro.92'MdR)w- o.lsw•w �Zons 4 g c 4 4KFi G (8) US GYPSUM 60JJ(t20 - r2 A-/�. P r P r w 614 tl - _.140 =.1 cord,c4s W d..lyn l (NLL AE)GAA VTW STUDS L2 - 2 ■ a•-S ' r -- V deailln 0.1403•W Wbrkim W < V 8i W c� stwutxs) lYP --- PLAN lou. �/e sc - -- (4 CA. WAY) TYP. C ,. .. /6u�.V ✓ASCAwt EA ENO CA RUNN[R - c _ c K// Section 1852.2 Wall lalaral brow - pwrpandiculm b wll DETAIL e �E'A rLt � Lt�' S o +1�') Z *.C7 vZ 5 Qr� W•wmvl wNpIN iPaq Ga'- 0.44 YP- EA, OF 4 SIOfS lV- 1.00 j -110 ��N �- I- -- T a w /4 X Z Z M 1?- = 5 7 ier-r L e j ,5.3, awRP- 031~13 Carrr«.ed parepai des�n Tbl.16-0 1 A(1) V01L5: 1;- - 1• 0" r st►'RP- 0.733 Maki ver design 'ibl 16-0 1 A(2) t.) EACH OM-i NOT io EXCED I --ff IN LINCTH NOR 12401 1N w[t�. Pu 1.00 stop a pennpst _ -E C7(.4 I lo. L u Q ►y+1a x . a� j 4z:V 13-t•. vH e=-P_T_- �7E rap P-o 4-a-chs, hw►r b- 0.00 g boa,a war 2. SWOT ASSMCY AND CON'STRUC110N h•fim r 1.00 ld4LSI goM'lY 1MfTF1 UAaE HOUR K 0 bP IelMal� �4 PER Ul Of5K�4a11ON 1tN69 (a+RUO1NG PROPRIETARY kt^iERlA1S) N e VOMPIiaitS 3.) �IIMC'TOR CS RfSPONS1BlE FOR ORCYE "NG LONG LEAD TM,E NA.RT4&1S 1 9 M ARE TO blrl"f TAE OWNERS S(]1CDUl1.. \ E4(32-ir Fp1r 4 0•Ca'MMIp- 1.7Qo0 1N llppr bond sr Zonas ..) GOIARIILToR 11 wWE A COPY SC u /469 ON StrC OURsaC OOAlSTfiE1C TIOa 6 !N � ^ (�- •L -ZS !L=) --' Eq(3?-2) Fpw app VRp1(1+3 w ftWdp- I AW7 w �Cer0wared parapet(bp a f pai +) r \ K i'f► Zi Ea f31'-2) FPur ep�'Ca'Ip11�►(1+Shos►rrA+p- 1.4ea7 w c.+�rwed parapet(tuna.a w>�) A co►y M111 TO OuE To TESTING IAB t. 0469 iNSi ME OUS � S --- L t- 5 In 1.. - 5�(��) = � Z) M COPY AV*&Art: AND TMJt� f3F STEEL. STUDS w THE ABOVE IOtT'C1Rr ARE -3 ` Ea(32-2) Fpr ap Ca'1pIR1Y+(1+31sAr)Wp Y 0 3x97"W Main sub(bp o puf anchorage) IMIIJ•AS 11E A1AND t4A E Of APPLY !MIEN STUDS ARE 1iF/elE)R CMA E AND Eq(32-2) Fpur WCa'iprRpr(1+31rdl nft- 0.5987 w Main wars(gyp pont f and+orape) (Z 3) 25(2.3)Z Ea( Fplr•apra-Ifr1�y1+3A.A,rrnrp O.f 4fn•w tiAail ween(Dwlon+d wan Ax,` Z 3' N�1 -�-- f 5 lo.8 �-5 E4(» _ Fplr 0-ra'tprw - 0.ao90 wv Lxwar b«,w er zonae .� VU de@l- 1.4497 W Ut1�Ynra pop a perWaii Cr9A1 13 6.) Tf ft "LAMM M m BE MORE f 7W 1S our or PtUff. olt 1f1EAE 6 DETAIL ® CORNERS W&dMM W destg,- I AW•W Urrnate IT N,,n at;rrspst) N•A•T V design- 1.0418•W VANO p(1.4 nits I c l,r)by of pwaW n 6 GT MJCtiI i7QS1ANC ME)CA4IA�CJI(, t1A TiE vwr Oi TLE once• 00� 115E Tt46 Kms t-t�E 1~/ 11-X ZZ L' L m V design- 1.0471N'YI► WoA1Msq(1.1 Art faclatr)boNoal 01 patrapat �iM, tq'E JM BRA1fp / NOl1R DUCT YrRM AfiOUIfO TAE OtIC>r. 7.) MIIt04 S W "DGHT 0C DS UNM PANEL. UbiGK U NM wr eE BUriflD TO .pro Z 3 M design- O.M. •W (kfi) 1.4 ut fackw)botlora all perapd Ex>roo TO M t<vu aDa�rt at- TIE sAtAiT. W. uC OEZC.1illiloAl ,,w 1 S, �,� vrs daeiQl:au+rs7 'uv tirilelte pap a paTapaq �106W b Vu design- 0.5997 W UV-ti:]e(a�a anchorage) 2 \z J ♦ p�p ' q e.e..�� i 4 /t P5 4xg-ky4 PA-L. = 43 K ry h • �4 v�d..bh- o.�aleo w ur.�r te>alom a w.r) tLri� I(oKCO• .1±5fWt=.gS l Vdesigh- 0.4100•W Waking(1.4utttaclor)top ofparapet IL�.ofs Ts fJtl j iH 3�: V design- 0.4190"W Wakkq(1A 111!factor)a dtaphnVm level 11ine G 7 •4 Cr) '_/ V dsstgn- OMW Mf Wafdng(1.4 ult,factor)bottom a well x Z = S.�5 tC3�r S,H 1 c_ 4 C-�Y.4 V= 6 w = .1�3 Wall anchorage brag - y design- 5.081 •W om a noire!cr.nawe Wall anarorags 3t'.+C SMr C ah kt �4 7 w iia 14110"1 c. 21 Na•NA•I.O ?e.r} ••1 1l e,14 o W t(14N tic 143( NOTE:- 1.)For wall anchors Old are not mabaddad 9 dtusManuminimua ( multiply the above well ancAonge Irelor by 2.0 to the annum loads V =. 183 C;K 5 1"I.0 S�2 enc a I.o 14') = 14.8 = a.4 K�� `►4'4ec wwn: ( 2.)f=ar design a steel alealarlis of on well aelclora9e systems Multiply Una above anchorage beds by a fac or a 1.0 Sec-1!133.2.4.1.4 I.o S k 3.)For design of wood Malaenls of the well ` M4 3 Vn4•La'� $hl n- s - i-lba7t My 3 r min net tlMekr wood�aleawMs must be 2 1/r.Sae.1633.2AI.O 3-S, a ,.,,, �6 fll1.LT 7850 SW Dartmouth Sir. Zj}K �a, ° 2.3QIr�X35�N Jr.:3e'r BUP1999.00497,MEC1999-00509 97seCt� 9 �Ib"h71LLT 19 of 203 7850 SW Dartmouth Sit. 7850 SW Dartmouth 9-0 E Z.84G 3 QW b.IbJ►Z•ZS BUP1999-00497, MEC1999'00509 7850 SW Dartmouth 9-0 BUP1999.00497,MEC1999-00509 Z• �- t Z.Z S ,� -)sw� 8• a'oK Nf-L 20 of 203 • BUP1999-00497,MEC1999-00509 18 of 203 ••JZSr • 17 of 203 Engineers Northwest RISA-2D (R) Version 4 .01 Jnr G V-,/,2- C RISA-2D (R) Version 4.01 w4 RISA-2D (R) Version 4.01 RISA-2D (R) Version 4.01 Engineers Northwest Job : Engineers Northwest. Job Engineers Wood Northwest Job 6869 Woodlawn Ave, NE, Suite 205 Page: 1 6869 Woodlawn Ave, NE, Suite 205 Page: 2 6869 Woodlawn Ave, NE, Suite 205 '?age: 3 6869 Woodlawn Ave, NE, Suite 2011 Page: 4 Seattle, WA 98115 Date: 6/11/98 Seattle. WA 98115 Date: 6/11./98 Seattle, WA 98115 nar_e: 6/11/98 Seg WA 98115 g File: (ATWALKI File: CATWALKI Date: 6/11/98 Pile: CATWALKI File: CATWALKI .osteo - Catwalk in Seismic Zone 4 Costco - Catwalk in Seismic Zone 4 Costco - Catwalk in Seismic Zone 4 Costco - Catwalk in Seismic Zone 4 End frame 5'wide x 13 .5'high 1 .OSK load End frame 51wide x 13 .51high 1.05K load End frame 51wide x 13 .51high 1.05K load End frame 51wide x 13 . 51high 1 .05K load cine:..===zz=-xara=siSC3-re=usesins=isir=ivaai=ssazaa-axssa==Dar=aa==ttisl=Das sahex=avcs==cam==axe_====:ca==< AISC,NDS Parameters >__===messc=c_=------==ion----- sttt=ac=rem- Envelope F.eaC[itJnE >__'.________-=====aatat====__ ___-_-___--_-- =isa==< - -_ _ Story Drift, LC 3 ZZ+2 .25EQ Section Length Lb-out Lb-in Lcomp K I. Cm Cb,B Sway Joint +-- - -•-------- Forces ------------- -- Un Story +---• X Direction ---+ ite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Member Set le-out le-in le-bend out in CH o i X lc Y lc htoment 1r. No. Joint Drift fk of Ht Steel Code . . . . AISC 9[h Edition ASD ------•---- -ft------ft------ft------ft- - -K-- -K-- -oment - in-_ ----------------------- -•-- ---- - ---------- ------------ ----------------------------- - Allowable Strefis Increase Factor. . 1 .333 1 COL 13 .50 1U -0.54 1 7 .461. 0.00 1 1 3 1.54 0. 95 Include Shear Deformation . . . . . . . . . les 2 COL 13 .50 L -0.56 2 -7.63 1 0.00 1 DoNo. a Sections for Member Calci. . 3 3 BM 5.00 2U -0.49 2 12 .78 2 0.00 1 =a=a_== =j=====__< Reactions, LC 3 TL+2 .25E >-_ Redesign. . . . . . . . . . . . . . . . . . . . . . No =__.__ L -0.51 1 2 .07 1 0.00 1 Joint +- Forces -+ Q P-Delta Anal}�eis Tolerance. . . . . . . . ----"--- Moment 0 .5otr Basic Load Case Data >__=====a=====_====-a====== Tot:9U -1.05 1 20.24 2 No X -- _Y---- _ Mz BLC Basic Load Case Load Type Totals L 1.05 1 0.44 1 -----•-------_ __ ___ K-- -K-- -K-ft- isiiiisna Rsa-a=t=aa=,v=ceiim< Joint Coordinates >_-_=>===a=itt:.aa.=tt...att:= No. --_--Description Nodal Point Dist. 1 -0.52 20.65 0.00 Joint X Y Joint ----------Q-- -------- --------------3-------------------------- ,_____________=_----_s=.=< Envelope Section Forces »__===:=a==-==_====x===== -0.53 --- ----- --- ---------------- ' ----- 2 24 .34 0.00 o Coordinate Coordinate Temperature 1 B Section Totals: -1.05 44 .99 - -- - - - - - - - - - - -• - - - -ft- - - ------ - --ft---- --- - ----OF------------ 2 TL 2 1 0 .000 0 .000 0 .00 - Memb 4 Axial lc Shear 1C Moment lc Center of Gravity Coords (X,Y, Z) (ft) 2 ,500, 13 .451, 0.000 5 .000 0.000 0.00 =____-= Joint Loads/Enforced Displacements, BLC 1 >_____=====sae=== 1 1 U 7.46 2 0.68 2 2.47 1 Member Section Forces, LC 3 TL+2 25BQ >s=iaaaxs 3 0.000 13 .500 0.00 Joint Is this a Load or Direction L -1.63 1 0.53 1 2.47 1 Member Joints Section 4 5 .000 13 .500 0.00 Number a Displacement? (X,Y,Mz) Magnitude 2 U 7 .37 2 0.68 2 -1.08 1 I - J 4 Axial Shear Moment -------------- -------------------------X--------------K,K-ft, in,rad--------- L -1 .72 i 0.53 1 -2 .10 2 ----- --------------- -----K-------------- < Boundary Conditions >==txaa=i=aaa==as=sisaa=aaaa -- K------ -- - --K.-ft-------- - - ------ Joint L 1.050 3 U 7.29 2 0.68 2 -4.63 1 1 1- 3 1 20.65 0.52 2.47 Join[ +- - - - - T.ran9lation -- - - -•i 1 L M2: 2 .470 L -1 .80 1 0.53 1 -6.66 ?. 2 20.57 0.52 No X Y Rotation 2 L Mz 2.470 ---------- ---- ---------------------------- 3 20.48 -1.07 --- - - - - --- --K/in---- - K/in-- -- --K-ft/rad---- -- -------- -• ------ -------------_ ------- -------- ------- ------------ 0.52 -4 .62 2 1 U 12 . 78 2 0.68 2 2.47 1 Reaction Reaction Joint Loads/Enforced Displacements, BLC 2 >_______________= L 2 .07 1 0.53 1 2.47 1 2 2- 4 1 24.34 0.53 2,47 2 Reaction Reaction Joint Is this a Load or Direction 2 U 12 . 10 2 0.68 2 -1.08 1 2 24 .26 0.53 -1.07 3 STORY 1 STORY 1 STORY 1 Number a Displacement? (X,Y,Mz) Magnitude L 1.99 1 0.53 1 -2.10 2 3 21.18 0.53 -4 ..62 ----------------------------- -------------------------K,K-ft, in,rad--------- 3 U 12 .62 2 0.68 2 -4.64 1 ------- .------------------------ - _ aatsioriis=iississ=i=si:sR< Materials (General) >irsRi.ir=ta.aaii==..ai.e=== L Y -9.900 L 1.91. 1 0.53 1 -6.66 2 3 3- 4 1 0.53 -1.79 -4 .62 Material Young's Shear Poisson's Thermal weight Yield 4 L Y -9.900 2 0.53 '-------- --------- -------- -- Label -----------------------•----•------------- -1.85 -0.07 Modulus Modulus Ratio Coef. Density Stress 3 1 U 0.51 1 -1.80 1 - -4.63 1 - - 3 0.53 -1.90 4 .62 -- --------Kai Kai-- -10^5OF----K/ft3-------Kai------ Deem =:a=ramm===:a====ae>r=t=a=aa< Load Patterns >=_�_===gra==m=ar_=�==sa=aa=o=c= IJ 0.49 2 -2.61 2 -6.66 2 ------- -- ------------- -- STL 29000.00 11154.00 0.3000 0.65000 0.490 36.00 Pattern Magnitudes -------_.__________________.___ gn• Locations 2 U 0.51 1 -1.85 1 -0.07 2 TS 29000.00 11154.00 0.3000 0.65000 0.490 46 .00 Label Dir Start End Start End L 0.49 2 -2,66 2 -0.07 1 =====ammzr===a=< Member AISC Unit Checks, -K/ft,F----------K/ft,F-----------•ft or 4-------ft or 4--- 3 U 0.51 1 -1.91 1 Member Joints Unit y LC 3 TL+2.25BQ >==iL===t..ataa: -----.._.___--____-- 6.66 2 y Shear ASD M�aa=atattti=nastwiwatnttaatttsat< Sections >--ata=tttttaaatat=tttaat=taattau UNIFORM Y -1.000 -1.000 0.000 0.000 L 0.49 2 -2.72 2 4.64 1 I - J Chk Loc Chk Loc Pa Pb Cb Qn Section Database Material An As I T LabelShape Label Area 0,2 1, , taa==aastaaat=aaaasasa:taat< ---------...----------- ---------- --------------------------------------------- .mr...---------------•------------------- __ __ ICai-- -ICei-- � .. 4-3 0,2 C Load Combinations >aa=�=====aa=ase=a==taawt=a=a 1 1 3 0.745 3 0.017 1 12.95 30.36- 1.00 0.39 H1-1 ---- ----------•-------------.._-in 2-----------------in"4---• ------in"4-------- RWPB "'__"=====a==='=______< Envelope AISC Unity Checks >==_====.sass:ta.taaaa:= 2 2 4 0.875 3 0.017 1 12.95 30.36 1.00 0.39 Al-1 M14X22 STL 6.49 1.2 1.2 7.00 199.00 No. Descri tion BloC Far BLC Fac BLC Fac BLC Fac BIC Fac SSdv Unity Loc Shear Loc A8D 3 3 4 0.084 3 0.050 ? 17.64 23.76 1.00 COL TU4X4X4 TS 3.59 1.2 1.2 --_ p 0.85 H1-2 8.22 6.22 ----------------------•---------------•-------------------------------- -- Mt!nlb Chk lc Chk lc Fa Fb Cb Cm Eqn. 1 DL+EQ Y 1 1 1 4V - -- w` yyy -------------------------------------Kai-------Kai--------------------------- tea=sasaisa�sai.eit=itaRasr=tta==a< Members >a=at==Da=ta:=tor:=t=t=ttataaaa:=a:nr 2 TL+BQ Y -1 1 1 2 1 1 0.536 3 2 0.017 1 2 17.26 40.47 ]..00 0.45 H1-2 Eve/U o,1c � 3f<N - Memb Joints Rotate Section Releases Offsets Inactive? 3 TL+2 .25EQ Y -1 1 2.25 2 1 F'o YYy --------------------------------------------- leo!_ I J 90e Set I;AVM J:AVM I-End J-End ♦ do T ors ,a _ Label Length L�,1 -c. � 1! ,ri ro ,y 2 0 576 3 2 0 017 1 2 17 26 40 47 1 00 0 45 H1 2 / 3 0.090 3 2 0.054 3 2 23.52 31.67 1.00 0.85 Hl-2 ' '_ --__------_-. ___-_ .__-in_--__--in-- _ •-_--___-__-ft_-__ Deas-a=a:====atter:tor:tttta< Envelope Story Drift >=asaa=:atiSs=aataa:ass==a. i 1 3 COL 13.50 Story+---- X Direction ----+ AL 41.00 .%Cc 2 2 4 COL 13.!50 No. Joint Drift lc Ht 4 i 3- 3 4 BM 5.00 ---- -----__ _i.n------------------------------------------------------------- - 1 U 3 2.46 2 1.52 L 3 1.54 1 0.95 7911"SW Dartmouth gu, 7850 3W Dartmouth Sir. 7850 SW Da 7850 SW Dartmouth Sir. BUP19fgOp4f7,MECifIlf 00509 8UP1999-00497,MEC1999-00509 FJIJP199f Dartmouth Sir. SUP!1160 SW 7 mouth Sir. l 21 of Y03 -00497,MECIP99-00509 24 of 203 „ «.. 22 of 203 23 of 203 .-J1._._...._,-...r.c.:-•----------------.__..-,..,,....,..,....r- sees �ws�Ua♦... CRl iiii�inilnii�iiiiliiii�iiiilnu�ii .. i)�uiilu ill n 1ni�uu nn�u i nn�tiu nn�nn uu�nn (n1�uu nu�nu nn�un nu�nn`iiujiii'f'iinjiii'iiijiui nii�iiii LEGIBILITY STRIP o ''�� 10 1 1 12 13 14 7 is I7 118 Ih YD 21 alt 213 214 215 216 217 218 219 3IC� 10M LEGIBILITY MS iii t�S ._.-sees•........,._...-:sees._ ..».-.«-.,,. e 1 ENGINEER&44ORTtWEST INC.P.S. SHEETL hKw OF ENGINEERS-NOR-ThWiiIi INC.P.S. SHEETC �} ENGINEER;;-NORTHWEST INC.P.S. SHEETCW-$ OF ENGINEERS NORTHWEST•,III p S SfiEETt�pF 6869WOODLAWN AVE.N.E.(SUITE 205 OF sass wocrDLAwN AVE N.E (SUITE Zoe) E869WOUDLAWN AVE INE (SUITS 205) rev2/11/97 ) rev.2/11/97 6869WOODLAWN AVE. N.E.(SUITE 205) T rev.2/11/97 SEATTLE,WA 98115 SEATTLE,WA. 98115 SFATT!_E.WA. 96115 SEATT!E,WA 98115 SHFARWAI_l_FOOTING; SHEARWALL FOOTING SHE.FJR'.NALL FOOTING TIoi.3 1994 UBC les a Wlate monlrlc WS OE 0�A Normal we 1f s2eirar� Not P C�!pr-^fl' 1 UT -Morraerat-2-47 kaL JOB �� Ep'06 Concrete fc= 3 :� ka, JOB ft Pt= O.w Pt= 1.is JOB/ 11106 - P1- !.i Mawr dian0der= •. '1N n PROJECT NAME: �A 1+ / --_ P2`o PROJECT NAME: Cflgi 4. - -•:� / - P2•-o Number d 0tnchcrs(n t«ran)_ g PROJECT NAME : CO$IL`Q�i''"abs C�,r E Pi.0 SHEARWALL MK: CtiitwiiNf' �/ SHEARWALL MK: L� SHEARWALL MK : CabweiBr A' P3■0.yo ' P3 1.Is - P3- 9.9 Moment ■ `: k R A■3 n B=4n DIST.X a 0 Cx iT X•0 DkiT.X-0 Baa P�FY- " 96 Iw I plain- 7hi ?tld C=1 Sin WALL KT.(fL)■ 13.3- P4- 0 WALL HT.(fL)- 1:0.6 P4.0 Don rujor,A= 3 ,�, in WALLhf.(K)- 13.5 - � P4■0 �- ( - --- o.T.M kat)- 5 _ Da..nndon B- - .4 n.ootu,m nize O.T.M.(kat{, 5 -- - O.T.M.(k-fl)-5 ( ) L1(fAB 1 L2(ft)*6 l-1(ft)- - -- - L2(ft)■ 5 Li(ft}- 1 -- L2(Lr 5 Ofrn m..C= ,*'L5: . n k■0-31 n. Dwnwwm D= 10 .. n d=2 51 nTOP OF SOL or SLJ+fI L3(ft.p 1 TOPOFSOLw31J1B 1.3(ftr 1 (P�redthl ah,•2153 TCrP t)F SOL a SLAG - -- L3(fLr 1 Duration factor=T O F f9U11Y(ft)` 1 T.U.F.BURY(R)- 1 -- T.O.F BURY(fl)■ 9FTO I ENGTH(t1)- 7 FTG.LENGTH(ft)- 7 UT T kd/d-0. 87 k4m FTs.LENanO(n.)■ 7 t(1n). 1. t(fn)- 12 � t Qnr 14 MrcMor fs= 20 ka0 C= . fi , INPUT■ � .- - _-- a(fii 2 W PUT■ r If�-- 9(ft)= 2 INPUT r 7,,r-,. •:- � �= a2s WALL WEK3HT=< - - 6 ft)-2 2153 WALL WEIGHT■ 1 ksf I_ �`-p SOL BRa1rq � I- -t-aL HR0-(rt) WALL WEh.f•:Ts ti 1 WALL HEK3HY■ - r I� •-- WALL HEIGHT■ ► Imo- ►i ksf yl ' ��(ft) k= 0 29s ilr 1 41OTM.L)Ifli 7.00 ( grade) L4(oTM n)(KI" 7.00 WALL HEIGHT= . �;i R.(above Uf ade) f4 L4laTit w►aft►• 7.00 ►. ,0t0bove ads t "�d �,, R. abcJNe �-_ -�--_\►i d= kd= zs0 n WALL ThUCKNESS■ ,, WALL THICKNESS■ ; irxres I 0902 WALL THTC San r[ indie ktCiles FTG.TOE UFT L1 (fi T.O.F.BURY■ �inr+ A*J!* R- FTG.TOE LEFT L1 (1L� T.OF.BURY■ ;.._1 r . FTO.TOE LEFT L1 (1L'A c T.O.F. BUZZY■ '' .. R, P= 786 n WALL LENGTH L2(R- - SOIL WT ='d �}' kaf WALL LENGTH L2(R.p SOIL WT.■ 1. r;, WALL LENGTH L2(ft}■ '• •= SOIL Wf■ =T= 3 e7 kip. FT4i).TOE RT.L3(1L}• h1r;t+1t• r,;yo FTO.TOE RT.L3(IL)- 1=.t� FTG.CONC.WT.■ y .: 1 kcf 1 hr0 =tc- 0.309 km Conaab b19.is O K FTG.TOE R7.L3(ftp � FTG.CONC.WT.= .-r2 _ 'K kct FTG.CONC.W!'.= M'':•4,16 . ' . kty Holt teruuon= 1�i kpeRx>ft FTG.WIDTH 8(R)r■ :�, FTG.LENGTH>: 7 r,. FTG.WIDTH B(R)r. • 2 +a'.3r: FTG.LENGTH■ 7 R- FTG_WIDTH B(Ri ' 2 ,i>., Ft G.LENGTH op 7 R As reqs /troll= 0190 n' FTG.THICKNESS t(ii FTO.AREA a 14 f,2 FTO.Th11CKNESS t(ln}e J FTO.AREA■ 14 R? F(G.THICKNESS t(ii FPO.AREA■ 14 fe M plain= 837 k�0 I`'C= '; paI (cont) Fc■ , 30tI0.:i: pst (cone.) ►-c a t;. psi (Cone.) I�` 0 431 n Fy■ psi (reinf) Fyn i Pei (reinf.) Fy■ psi (reinf.) -Rai REe� ULTMATE FACTOR■ .� - REN ULTUAT! FACTOR■ l'r ('.4'. •+ Redd i'''0 .B 5 U L\i t-w wL K u�7", p` REM.LIL.TMAYE FACTOR■ ` 3A o�� d� Reid. b boN b twM --- 1604110 �D LOAdB 7L- Aio1►.bl.Iaa01 'Q101'0 k0wd tllanlslar usE P1■ kips @ left wo P1' `"` 8 ' kkle®left end P1. -�arosdad boll- 3.92110111601:104 5 P2■ r. kips�}wag ctr. P2 a ti to . iL O.K.i O.K.7 @•vat t*• ■ kips @ left ertd kpafboi- 4.75 7125 5 VEJ YES VES P3■ kgps 0,right ww SUM P1-P4 - 1.96 11P► P3,. > �@ rVt and SUM P1-P4 = 232 P3� P tlilf Kwk-boo■ 1.94 . k4�@ W8r�. P FNii:1Y-130 adasatvs bot- 1.94 3.375 50025 3.37'5 VES YES YES (tips kips @ r+gM end SU►A Pi-P'4 ■ 19.8 �� P4■ kips @ tiMtance x WALL DL■ 0.00 P4 ° �@ dr,3arwe x WALL OL■ 0.00 P4■ " kips @ distance x WALL DL @ U 00 kips(nc.to T.O.F.) '- No dwebo r Iii ncraaee included n these vawwt M_ - kfps(inc.to TO F.) DISTANC[X m : kips(inCAo T.G.F.) _ DISTANCE X■ R(tr'tom MR E.O.W.) SOIL DL.■ 1.23 R.(from kMR E.O.W.) SOIL DL■ IM kips(above 1tg.) INSTANCE X- R.(from left E.O.W.) SOIL DL.■ 1.23 kbps(above Ra.) (� �) O.i'.IY�.■ :. , IafµR(@ T.O.F. O.T.101.._ kip R(@ T.O.F.) FTO.Di-■ 2.10 idips1 O•T-M•■ ft.(@ T.O.F.) FTG.LCL■ 2.10 kips FTG,OL. 2.10 �' (k1c.wa/iat0tal al)1 T x 2 SUM VERT.LCALS P■ 6.a kips @ B.O.F. (i-Wei int6ral) STUN Vat 1.LnAD:i P■ 6.7 �-r� L 110 B.O.F. � P� (1nc.wsl lateral) SM VERT.LOADS P■ 23.1 kips®B.O.F. O.T.31-LEFT O.T.M.RK3IiT � -� O•T.M•I�M Q-TA,LEFT O.T.M.RIGHT ovellTtftt+lw F.S.■ 3.21 3.71 IS Co- avarnfrtral4o F.B.■ 3.96 SOIL.6RO. gal w 0072 kst 0.684 ksf a 3.3:1 f.3 3 4» SM 6R0- 961■ 0.098 kat 0 0 3.110 > 1 ' 133 d SW#kT et� F.S.n 16.1! 16.1 f1 _ kof <3,.fx 1348 11 1.968 ksf 3.3M 1133 oIL kat '�' BtrJ<fDlt0- t1s2■ 0.710 kst � SOK.8R0. t1s2� 1.969 fart 1.546 ksf Itst BNTACIIIIL BR0. t s2■ 7AO k� 7.00 fest rra CONTACT Vai L4■ 700 P1ra CONTACT Mw01L L4■ 7 00 feet no CONTACT is0lf,0f0 u• 7000 '.,rt 7.00 feet Net 7.00 feat MOM.RES MNO■ 19 111 19 k-R MOS�Q- 20 kms- 20 k-R MOM. ■ 81 k-IL 81 k-ft. F� i`� MU Dear°"' 0.9 kip-ft. �DEN"w 1.0 1 MU vem "■ 2.7 kip-ft. BOT.Asast"i 0.03 BOT.Asn". 0.04 2 taertD n PER FTa.WIDTH®d■N" In PER FTr,WIDTH�d■t-4- BOT.h � 0.10 Int PER FTG.WIDTH @ d a t-4- Vuonn N ■ 1.79 kips VUMM ■ 1,87 kips VUDRN" ■ 5.36 kips vt8i■ 17.88 kips @ d■N-(w/o ties) viii■ 17AS kis 0 d- t-{•i tles) VU ft..■ 17.88 kips @ d•1-4*(wfo dm) Av REM.■ NOT REOM. 111 @ d■ti Ar"111■ NOT P-%A'D. 112/R.•d■t•4' AV RECiQ= NOT REO'D. 1110 d■1.4- Max-tis spacing■ NOT REO•D. in.olc■dR Max.60 spacing■ NOT REO-D. Ilii■dR Max-tis spacing• NOT REQ*D. iii■dR _ 850 500 Dartmouth Str. 7850 SW Dartmouth Sir. SUP1999-00497,MEC1999.00509 BUP1999.00497,MEC1999-00509 7050 SW Dartmouth Sir 26 of 203 SUP1999_00497,MEC 1999.00509 27 of iO3 28 0l 20J 19ese pieft 8/11/96 6/11!'88 8/11/98 PaPi1 fi111198 Pope 1 7850 SW Dartmouth Sir WALLOTXL3 Page ° WALLOTXLB Page 1 WALLOTXLS Carrclra rIUP1999.00197,MEC 1999.00509 25 of:oJ i ENGINEERS '- NORTHWEST INC. PS. ENGINEERS- NORTHWEST INC. IRS. I ENGINEERS- NORTHWEST INC. PS. ENGINEERS NORTHWEST,INC.P.S. SHEET-16i2, JF 8869 WOODLAWN AVE. N.E.(SUITE 205) 6869 WOODLAWN AVE. N.E - SUITE 205 SEATTLE,WA 98115 (706)525.7560 - FAX 4 (21)6)522-6698 6869 WOODLAWN AVE, I..E.- SUITE 205 SEATTLE,WA 98115 -(206)525.7560 - FAX#►(206)522-6698 €389 WOODLAWN AVE. N.E.- SUITE 205 SEATTLE,WA 98115 - (206)525-7560 - FAX 111(206)524-8M6 SEATTLE,WA. 98115 ------ LATE �DC.IJw!- PATE -'�/-�-{- Joe No _-_-______.foe NAME ..__ Joe No.. Jots NAME Jon No. -Jae NAME _ --_ DATE SUBJECT T_ -- - _ - -- -- ----- - - $USJ[CT�L�Ld41 � 1�Ne�,fc .AMU EXT. /V ��SNEET.YY�.OI _ \ - -- ---SHEET OF-- - SuR,r[CT��I�rH ..CNif�t vrAt��,�,LA Wl 05 / SHEETw--Z_oF ___- IS MASONRY SPECIAL INSPEGIED7 CODE : - 1097 UBC C'A.v T I�F_ UFS/�t�t� �„ ,��,, ('' C� M `'""►_ C. c.,t �} 4=/.5 =. INPUT(YES OR NO): w1 UNITS A ---- 9r- �sLO r_-- -_-.. -Tl�---- -�L�_ te.y 700 t►4oN �;,. BY- 4 r/ WA X.NA, >�' �q rim . psi TYPE S MORTAR T- fs= fib' psi ftp (T4 C.I& O- /- ACL a l P = )-O Eat = 29003000 psi fm= 600 PSI 'x ,,/ Em=750xf•m= 112MM psi K �� { TBC.. t�-Q 2N .r,,., MAk NE44'SougCE � 1 Z Z FT, e WP = Q_yp Fag F C 3�-G h4N S ac.►dG2o«rTt-Q 9750 u.l►rT3� n= 26.778 As= pbrl Ca► - S �S r s•-+rG ZaA1C-4- SO sw t_ � - - Na, 1•'S) Aix 2 3© /r� �' 11//,� = / P3F Aoca2 �-r p b- 0.0035398 j= i k/3 �- WAX.AOSSI 46 �/ fm - fs K k 2/(j-k)- - 33'K C-1 Q P�w36 ar ww �. 2 h/hr I.o Ca ToP 0Prh/A(.(.. Ut�o14.5 M-17. A aC 3 - 9- 4H /<A4 IN M IC/-/ L�4VfrS ��N $�SiEI►DfR '4 ;`; 24000 1.780 0.00008 O.Ott054 0.9798 ;1:7149 2.373 -• �- F'I N D A 0 ON c.. m p wu Iii F a rt, H p� ✓E_ O-�o J fL 70 24000 2.390 0.00010 0.06M 0.9787 2'9.28313 3.187 IBJ 8 G1��1 WILL �_ P'""'Ak• = `F Ca lF Wo "6601 WA =2.(P41,,/p (L4PP6A L)--IT) � 2?.3} ,�Wpe r__ 7.(.'7,, 110 24000 3.082 0,00013 0.07913 0.9738 25.9808 4.109 _ 1 rr ;'t0 24000 3.850 0.00017 0.08815 0.9708 23.3765 5.133 I M ,ti. �• ,>�-� C ��s v ( ) p / �'y1 C��-1 S) •�o (-ge r 4 j C g - i) _ Z(n /c.V.� 100 24000 4.693 0.00020 0.09699 0.9677 21.3096 0.257 " ,66 = .4 62�/y (� h,4 fsrt..0►+.1?) 110 24000 - --5.607 0.011024- 0.10568 0.9648 19.6189 7.478 120 24000 6.590 0.00029 0.11417 0.9619 18.2103 8.786 ae cDo 2 5 1 SEs u p rc, 4 L4" wt,o. FpRT�p - R p (li3�j WPP 3 \4�h/P: . S$ 1►,�p .r 4 r J, 130 24000 7.839 0.00033 0.12252 0.9592 17.0187 10.185 r -, i40 24000 8.751 0.00039 0.13071 0.9564 15.9975 11.868 ' 4-5 TC> Qy'-g .v. w�,o • W/O C/L T Af A^1 8=$"ARG 150 24000 _ 9.925 0.00043 0.13876 0.9537 15.1128 13.234 r>t,.S� TAl-t.E12 TNA/U ?N�' �' V-VAILL M61112WT AND Al2-C 160 _ 2401X1 - 111,158 000049 0.14885 0.951/ 14.3389 14.878 tr Q"�aT, r ( I w P = V • Z2_ V4p `� w') I-A-r E AA L-1- sLA Ia/�4)et-r r e) B ST/LN C714,2 A� p,Cr a y+� 170 24000 12.449 0.00055 0.15440 0.9485 13.6562 16.506 180 24000 13.794 0.00061 0.16201 0.9480 13.0496 18.391 rjmSii wr` ,J vN►'Za i-1 J T 1''X-T�0 M f)� A i✓L/ Zt Z. 11,/r9 L.F, Ce 1/2.7•- 190 24000 15.192 0.00057 0.16949 0.9435 12.5069 20.255 21.4} L sS WP Fi7vM ' r: -_SA k-t- � 114181S.36 200 24000 16.641 0.00074 0.17683 0.9411 12.0188 22188 f►q�= Z,1. 4�. wap -? n'l = I_ .4 >rvp =t5.3a11-:p r� '� s w_� ----- -- - - . 210 2400c -iei39 0.00061 o.lat4oa o.a�e7 11sr72 u.16a 220 24000 19.665 0.00088 0.19113 0.9363 11.1 i w 26.2'1!7 O. "1")'E 1 1L3, = •z + _ x.3'3 r�3'(I2271,+4.6}kt ars+zflp)= �3G r 230 24000 212" 0.00095 0.19810 0.9340 10.11 28.309 / 1D� PdF � t4pR!! Mwr..ns 3z( M ""~Cts 240 24000 22914 0.00102 0.20495 0.9317 10.4742 30.561 280 .24000 24.593 0.00110 0.21168 MUM 10.1658 32.790 • M 151.33(156) =1 Z_2}�`FT,/s-� t� = 4-4,2 N �1(E t o' �3 Ot= z�`3rD 117.3 Pas 260 24000 - 26.314 0�-00116 011830 0.0272 9.8808 35.06'5 / 270 24000 28.075 0.00126 0.22481 0.9251 9.6172 37.433 280 24000 29.874 0.00135 0.23121 0.9229 9.3725 311 I + ©t5 43 y A 3 =„Q C3 5 4 3 (41`z 3(i =, `�n 290 24000 31.712 0.01 43 0 237'50 0.9208 9.1449 4228? SAI/ d� = 3.35,x, 1° � ►�� U3�3 S VHF - I ( 300 24000 33.565_ ! 000152 0.24370 0.9188 8.932" 44.780 310 24000 35.494 0.00141 024979 0.916'7 8.733 - 47.3125 11,0. T ki i ,: '2 'Il-33 = q,5 .. M r Z.33wl 3120 ?.6000 33.437 0.00171 U 2'.k179 0.9147 6.5478 49.913 Z� Ii4wrwp*n 330 24000 30.412 0.00180 026189 0.4126 8.3730 52.550 V 4L,p8 1'L = Z f;4+5� a 4 Copt'-C':Ao1'o"•• 340 2+000 41.420 0.00180 028750► 0.4108 8.2088 227 =•Cx , 3 I' .2 4'2- t•,1 .2ZW p a�k a L%&z)L�7-8 Z. (o psi � � 43.456 0.00199 0.27322 0.9080 ILOW? 57.9 ti 45.527 0.0020.6 021886 O.gWI 3.8074 80.704 C t� .4 6,2,w• - © 3 ZQ� , 370 24000 47.625 0.00219 0.28438 0.9052 7.7641 83.409 AZ =`�3(4 '. Z4 = .�8 5 2,4"- u t_:f MATG P - • /4 S =.op,°J'2$ (4�(b Z 2 8 = 0,4',,,5 too " 380 24000 49.750 0.00M 028985 0.8034 7.8381 88.334 390 24000 51.903 0.00240 0.2mn 0.9016 7.5140 69.204 ,r.Idt`�.. S 2.}y c Vf� 400 21000 54.063 0.00250 0.30052 0.8988 7.3961 72.111 0 , > ,Zss A SlE15M4/G � r,�S u 3 F -t_x.� V.E.1 a r 410 24000 56.288 0.00281 0.305;"3 0.Og61 7.2838 75.051 ecpf V• UN11 LiD a /22�(Z) s 3d► f g� NCFA2.3OCA&CG • 1�#m4. (a)Z FA C7 brt$ • + WAt_cs c is C2 'L'`} 4 wro&97 CcL lif 1 p=1•ca W'I Nn►� Ito pH �� "C f1 ■�� JBGCMU (V4199 / �x�'. L ty=� l.o. A.IA "4 3b.� Mf►N. �: ofa�e•A'fwrtrTrf�s Page 1 OF 2 CMU&'TREB W""u Q Cr /LAJQ1e'..� 7850 SW Dartmouth Sir. 7ifK1 SW Dartmouth 9-0 �•� Fr. 7850 SW Dartmouth Sir. 7850 SW Dartmouth Str. BUP ti SW Dm"oath!ir. BUP1fl!29 Of lalON7,MEC19M!01f� 're t�� BUPtg99-0+3497,MEC1999-00309 r1UP1989 004!7,MEC199o.COS09 12 of ME + 201 30 of J1 of x03 203 I I - 7�3 •..;1 w...p,-JJl�l.aPy.('9.iYYM+..xGM0.6S.•.X{.'.:iMVY"•.w•1..: .4'f'.'•-i.SlfV1114M--xr.-:. ... ^+•wr......^.we :.r-■yrl-Ism a■r�M c^r+.lYlalV+-,ea/ �" .. Cm I �lilllllfl�lill�llll�!tlllllllllllllll "! IIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIiII011l�lll'I'III .I 1111 1111 u1nl'llsluj IIIu�IUIIInI�IIItIuu�Illl�l111111 ll M111 -1-1 llll IIII�IIII IIIIIII I II I) I 1 Illllln�lnil LE6I6ILITY STRIP o I ��, 1 I� !'J :I T _..._. tc■01.1 ce R 4 1• lit >ni I Rd �J �4 2A 27 213 29 30 r1 i drt , f• ..•+•.-.,... ,..-...w.wt rm,..vn•wY.-wu.r.w,w.R.a.I,IV,f�.M1�yVJ.41.111f,�{'p..i- 1 , •t I. ♦ V 4 ENGINEERS NORTHWEST,INC.P.S SHEET W- OF� 6M9 WOODLAWN AVE-N.E. (SUIITE 20,L) ENGINEERS - NORTHWEST INC. P. S. �. � ' .�r.(,:�tE. w�.' 1 N-' "^Yt• i.:;-'T�'l ..f•14:V ►.:i-•.�"'•a� : ENGINEERS NORTHWEST INC. N.S.NCS-� NORHVESTSEATnF, WA. 98115 EERP ''- �. . .y •.-;�yf«w'Ri,-'.S'!�.,..r( ry►. �y.! ,r' C :-� 6868 WOODLAWN AVE. N.E. - SUITE 205 - SEAT" _E, WA 98115 - 12061525.7560 - FAX# (206).522-660 '- 6d89 WOODLAWN AVE &E.-SUITE 205 -SEATTLk WA 98115 (206)525-7560 - FAX 4f(�522 ,1,\ � �15 L 420 24000 58 518 0.00212 031087 U 8964 7 1772 78.024 .L r ` 430 240W 60.773 0.00283 031594 08947 7.0755 81 030 Joe No - Joe NAME • 440 24000 63.051 0.00294 0.32093 0.8930 69785 84.088 --- -- ------ DATE -------- Joe No. _ ff�� Joe NAWk 80576.0 SUBJECT_ - DATE 450 24000 65.352 0.00305 0.32.584 08914 a 8858 87.135 �- ------ ---- _- _-__ -_ SHEET oFSuniECT Psvq_gHAC!/ - 9 of Overall Length of Beam: 16 ft. Axial Load: 0 KIPS. Deflection Limit: 240.0 480 24000 67.675 0.33069 0.8898 8.7972 90 94,' _ -- -- a iQJ BY___ _-- SHEET �`1-/ 470 24000 70.019 0.00328 0.33547 08882 6.7124 93.3 9 Z•c _-- _ _ BY 480 24600 72.385 0.34018 - 08866 8.6312 mvrrr - - ------ - --- ---- 490 24000 74.771 0.00352 0.:34482 08851 8.5534 99.800 _ •ftp!d` _ - - 6- 1100 500 24000 _ 77.1713 0.00364 0.34940 0.8835 8.47111 102.902 'h o• - 0 - 500 23000 79.035 0.00390 0.35913 08803 8.3253 105.380 500 22000 80 964 000420 038943 08769 61741 107.978 ---8- 500 21000 83 028 000453 038033 08732 80221 110.704 0� ! V/ -- Magnitude Location 500 200W 85 175 0.00490 0.39189 08894 _ 5.8703 113.586 / (.2 )C+1 x i/s Y�z 500 19000 87 432 0.00632 0.40418 0.8653 5.7187 111, �� dKl�3" '`'��"' / �31 Mx(Max) 35.520 Kan e.00 n 500 Y 18000 89.807 0.00680 0.41727 0.8609 5.5875 119.743 - - '`�O" Vx(Max) 0.690 KIPS 0.00 n 500 17000 92.310 0.00834 0.43123 0.8583 5.41165 123.080 101" 1 Required 5.6233 in^4 8.00 n 500 16000 94 951 0.00697 044615 08513 52959 126.601 Fo Nate' 8 ti Lend ft Load_ MorrlantlK� Loufton DNfaA in Locatbn R500 15000 97.739 0.00770 0.4621 S 0 8459 5.1157 134250 _ _ � _Soo 14000_ 1oo.68a 0.008.56 0.47934 08402 4.9609 ' 134 z58 + 1 18.00 80.0 35.520 e.00 �4 e•oo500 --13000 103.809 0.00967 0.49785 08340 4.8166 138.412 > Rr aF• - s00 12000 11011116 0.01079 0.51786 08274 4.8678 142.822 / Z I tx� 4tc apt r Support Loc. Moment RNetton --- Pt Load Loc, Map, :ItK4n ulent 500 11000 110 826 001226 0.53953 08202 4.5198 147.501 A I f_1 S>' J ,��M �j ) 1 n�_ K4r1 _ ribs) - _ L� 500 10000 114 353 0 01408 0.56311 0 8123 4.3124 152.470 lJ J 1 t 1r�t I Ir rs 0.00 0.000 890.000 1 8.00 100.0 35.520 500 - 9000 _ 118.314 0.01636 0 58883 08031 4.2260 157.753 �l _ y /z=S -- --_2 18.00 0.000 690.000 -- s00 8000 122 529 - 0.01926 0.61702 07943 4.0807 163.372 Aawt 500 1000 127 014 0.02314 0.64804 07640 3.9366 169.352 F�K 500 6000 131.768 0.02643 0.68235 0.7725 3.7940 175.717 7,yP 500 5000 136.865 0.03602 0.72050 0.7598 3.6532 1 S't 4ae 500 I 4000 1 142.255 0.04710 1 0.78316 1 07456 1 3.5148 1 189.874 00 //v,= ✓+��: /p� ;- 5007296 0 3000 147.962 0.06780 O.a1119 3.3793 197.2x2 52000 153.980 0.10821 O.MW7 0.7114 3.2474 205.292 500 1000 160.235 0.23200 0.92800 0.8907 3.1204 213.848 .ay .!.11575 we r . /G:-��,c a.'...•yT/� /. 7 f ` GC/ti"N6; SP*,#N00w�iRS Z• 5 ,,j Z. X 5.161 (413) - 10691 -_� ? �1�t�IO.Q) = 543 L` ryi3 i �7 �.7 ,c • ! 16' �-4_= �vP./.iv!„/, • ; .0x764'5 �' �y k = 1}•3 Q Tive2 3PA� t /�. ,-ye,e,: io -r--�-- _ F�' UBC-CMU 614199 Pape 2 OF 2 CMUSTRIES r 7850 SW Dartmouth Sir. 7850 SW Dartmouth Sir 7880 SW Dartmouth Sty. G 8`� 1 sj4� x 1 ori /G"t BUP1999.0049/,MEC1999.00509 7850 SW Dartmouth Sir BUP1999.00107,MEC1999.00509 J3 0l 203 13UP1999.00497,IUEC1999.00509 ]5 of 203 BUP1999.00197,MEC 1999-00509 34 0l 203 -- 38 of 203 04•Y ' ENGINEERS NORTHWEST INC. P.S. ENGINEERS NORTHWEST INC. P.S. ENGINEERS NORTHWEST INC. P.S. t t. - .L ..r i vt..l•';�s ,�,i�4 +,�� 5 Ter I„!•'L � �'+4•?I 1 WMA • , �. Enflineefs Nalrth%v 90 VII/ �' 4� r 6P69 Woodlawlrt AVE NE _ Member CO-158-16 Manufacturer: Generic Yield= 50 0 KSI Configuration: Single Seattle. WA 98115Overall Length of Beam: 16 ft. Axial Load: 0 KIPS. Deflection Limit: 240.0 Member: C8-158-16 Manufachirer: Generic Yield= 50.0 KSI Configuration: Single, 206 525 7560 t Dimensions _ - Grow Propybes Loadings 60 vrosa Pro rues 7 �Gw _-__ .__"- - -_-� h Dimensions -- ------- _.-Pe---- - ---- --- Lnadin_p - Member: C3�136-20 Manufacturer: G.vnerIc YWW a 33.0 uepth = 6.0000 mAM : 0.67 int P = X00 KIPS -- - - --- Pt 8.0000 in Area 0.67 int P -`p KSI ConfpuraUem: Single 00 KIPS Flange = 1.6250 in Ix ■ 5.74 in4 Mx = 35.52 In ]Ina Flange = 1.6250 an Ix 5.74 ina Mx - 10.59 Kon pact K G, Proped we Loadings Lip = O.S000 {rt ly ■ 0-19 in4 KxLx = 192.00 in --� Li = _ - -- P 0.5000 in ly = 0.19 in4 Kxlx = 120.00 in -------�- ---- __.--- ----- __.T __ Bund - 00849 In Rx = 2.93 in KyLy = 24.00 in 0 Bend = 0.0849 In Rx = 2.93 in KyLy = 24.00 in Oen '= 3J0 in Arrea = 024 int -- -..p - _ --0.32 KIPS t = 0.0566 in 24.00 In ---- -_"-� t = 0.0566 In = Flanlps 1.3750 in br = Ry = 0.54 in ittLt = RY 0.54 in KtLt = 0. _ _-------- -- ----- ..__-----__ _- _- Punch = 0.0000 In Cw = _ IJP' = 0,.3750 in Punch = 00000 {n Cw = 2.51 ;n8 KLx = 192.00 in 18 - -- -- - ---- 24.00 In 48 IM 1.50 K 411 y = - 2.51 in8 KLx - 120.00 In R ly, - 0.06 k►4 KxLx 147.00 in WI -- 03585 In J = 0.71 in4 KL 24.00 in 4YI - 0.3585 In J = Berx! -- 0.0519 in Rx 1.43 h KyLy - 64,00 � wl 0.71 in4 KLy = 120.00 in 1 3420 in Xo = 093 in KLt = 24.00 in Magnitude Location Wf - 1.3420 in X0 = -0.93 in KU 24.00 in Punch = 0.0346 In Ry 0.50 in K1Lt = 64.00 in Ww - 7 7170 in Ro 312 Ir 4 Mr.(Max) 10.591 Kon 4.70 ft Ww = L 1170 in R0 - 3.12 in4 1 in Cw = 0.18 kt6 KLx = 147.00 in Bets = 091 - 3.451.02= 1202.0 in Xo = - h K64.00 in •J= Jx10E3 1Required 0.5273 KIPS 65ft Wf Beta Jx10E3 0.91 ww = 20wl 0 in J - 0A2 IM 64.00 in in Ro 1.83 kN AL�4Y§!s _ __ __ BENDI�_�Yi�s- Beta .,.139 Eq. C3.1.2-9 Sipt= (GJ Pi"2ECw/Lt"2)/ARo^2 195.9 KSI in Len -MTLoa�PLF ANgnent K-in Locatbn R - De1tna tin Lowtbn ift Eq. C3.1.2-9 Slgt= (GJ+ Pi^2ECw/L!^2)/ARo"2 = 195.95 KSI 'J=Jx10E3 Eq. C3 1.2-8 Sipy, P{^2E/(LY/Ry)"2 146.80 K51 1 10.00 - W. -- 10.591 4.80 -0. 837 --- 4.65 Eq. C3.1.2-8 Sigy = PIA Eq. = 5.87 K51 'z Eq. C3.1.2-5 Me = RoA(Sf'Fy pY 1.71 .5 = 354.16 Kin 2 8,00 0.0 0.000 0.00 0.1004 12.54 Eq. C3.1.2-5 Me = RoA(SWSigy)^.5 = 70.84 Kon Eq.C4.1-1 Fox = Pl^2E/(K1x/Rx)"2 = 27.44 KSI Eq. 63,1.2-3 MY = SPFy 71.71 .«n --- --- -�_� -�.-- _-- _ Eq. C3.1.2-3 My = Sf Fy = 71.71 K-In Eq.C4.1-1 Fey = Pi^2E/(kLy&y)^2 = 18.01 M M•>O.SMy Therefore• Mc=My(1 -My/4448) =68.085 K-in Support Los. Morriarit Reaction - - Pt Load Loc, Meip. Moment--t Me>O.SMy Therefore. Mc=MY(1 -tily/4Me) =53.564 Kon Eq.C3-1.2-9�=(Gi+F4"2ECw/KI r2)/ARo^2 = 15.95 KSI Find effective section at stress f, f=Mc/Sf = 47.47 KSI j� AK� -��_ K Flrri effective section at stress f,f-Mc/Sf = 37.34 KSI Eq.C42-1 Fet = (5191+Fex-((Sigt+Fox)'%2-48eCs'Sipt'Feu�".S/lBeta = 12.60 KSI *Fla .re = 1.342 Inches -1 � 0.00 0.000 375.781 - - 1 5.00 100.0 10.547 eFlange = 1.342 inches Fe = 12.60 KSI *UP 7 717 Inches 2 10.00 -0.908 647.917 eup = 0.359 Inches Fe < Fy2. Therefore Fn = Fe = 12.60 KSI Sc = 1 717 inches 3 16.00 0.000 _ -123.698 _ eWeb = 7.717 Inches Find Ae at stress Fn Sc = 1 4O9 inches - arches Eq C3.1.2-1 Mn = SdIAc/Sf = 66.87 K-in Sc = 1.434 inches eFlae = 1202� - Eq. C3.1-2-1 Mn = SdiRc/Sf = 53.55 f;-In eLlp = 02.89 inches Eq. C3.1-1 Ma = Mn/11.6740-OAK4n. With 1/3 inaeaaa Ma = 53.39 Kon Eq. C3.1-1 Me = MN1.67 = 32.06 K-in. With 1/3 increase Me 42.75 Kon eWeb = 1.596 inches Ae = 0.173 Inches �- Eq.C4-2 Pn = AeFn - 2.19 KIPS a3t Pft¢ Eq.C4-1 Pa = PN1.92 - 1 14 KIPS With 1/3 increase Pa = 1.52 KIPS 13END( AMLy,�IS Eq.C112-9 Sigt= (GJ+Pt^2ECwi1J"2)/ARo^2 = 15.95 K.SI Eq.C3-12-0 Sigy = PI^2E/(Ly/Ry)^2 = 18.01 KSI aI Eq.C3.12-5 Me = RoA(SigrSi74^-5 = 7.35 Kan y' Eq.C3.12-3 My = Sf'Fy = 8.81 K-in Me>0. 5My T1w+refore, Mc=My(1 -Nyj4Me) =8.172 K4n � � - Find efMfor dive 99cft at sten f.f--McMf = 23.11 KSI N 4 oFlange L 1202 inches 4. SLIP = 0289 kid" eWeb = 1 052 Eches Sc = 0.256 incurs Eq.C3.12-1 Wh = Sd*jw = 5.92 Kon Eq.C3.1-1 Ma = MN1.67 = 3.55 K-in. With 1/3 increase Me = 4.78 K-4n �{ IPfTERAC i ION COMBINED AXLar��G `�-sly 1 ,�,ti Eq-CS-5 Pa - W2EbA.X^2 = 6.52 KIPS Wth 1/3 hmese = 8.69 KIPS M Eq.CS-4 Omegin = 1-1.92P/Pa = 0.906 VM 1/3 increase t 0.6129 ,,I. 1 Eq.CS- P/Pa + M6&9AaOrf"V x = 0.748 VM1/3 increase = 0 562 ) ( Eq.CS-2 PiPao + Mdk% = 0.530 Wllh 1/3 kw;eese = 0.396 7850 Sw D•renot,n,St?. BUPt 7880 SW Dartmouth Sty. 7880 SW Dartmouth sty. „9 00497,MECifN 00508 7850 SW Dart EC19 Sir SUP1999-00497,MEC1999-00509 BUP11119-00497,MEC1999-00809 • ]7 01 20] BUP7999-00197,MEC1994-00509 38 of 203 39 of 203 40 of 203 I ` LE6I_8. ILiTY S'tiP ( ^ Glllllll�ll p11l IIIIIII111111111 11111111 lIIIlI �Il I l 0 ; 13 � � iil lIII I Ilii�Illi I(ill'lIII I lIII lIII IlI�II lIII I lIII lIII I!III 1111 IlI�II lIII�lI�II 11111111 oT �m I lIIIyIlamIII'•III)I lIII I lIII Iwl.II. I!lIII lIII I lIII lIII I u' Iii I li IB it Z 4 27 28 29 3C 4 y;w C D i i r 4( ( � i 4f69 � 25x , • r _ ;' ,•' - -; *+.�• •• •. :,,; �'N,,:O,R., •T,r.H,,•, .�, ---�s•N:��s�, � --w�•i-�=�•_+; �{.,''. ' Pyr a PH-9WESTINCPS ? ENGINEERS NORTHWEST INC. P.S.� ENGINEERS NORTHWEST INC. P.S. ENGINEERS NORTHWEST INC. P.S.EN :INEERS,; 98 pM•a WOODLAWN AVE It E.-SL°:TE 205 -SEATTLE,WA 98115 -12081526-761Iq - FAX tF(2f)8)522-BAgS 1-J Joe No. -Joe NAw_ C�7� - - DATE 7/i 9(v _ Overall Letpth of Beam: 18 R. Axial Load: 0 KIPS. Defi Member. G 1 -158-16 Manufa =/� - SHEETS:_ OF action Limit: 240.0 durer. Generic field= 50.0 KSI Configuration.- Boxed Overall Length o/Beam: 6 R. Axial Load: 0 KIPS. DsAedion Limit: 240.0 SUBJECT_ _ /7AC'Y O7Z -__ ___ Dimtlnsions, 9r��---------- - ---�- 225 - - Pro _ Gross Pro_erties __ Loadings ---- ---- - Depth = 12.0000 in - Area = 79 int - _P C� - � ---� ---� Flange _ 1.6250 in Ix - 114.75 K nS rp -----•�_..1Q1L_�r. _ - 31.47 iM Mx © ---- ----- k.4x•c 1•/r / I (��' • 93- 0 UP - 0.5000 in I _ --- - : lc� t Ye�� /ca1/� - -- Bend - 0.0849 in Rx = 3.73 in4 KxLx = in --- - g - ------- 218 00 __ - = 4.19 in KyLY = 48.E in f - 0.0586 in ? - - --- - -- Punch - Ry = 1.44 in KtLt - 24. in Ma nKude -- I `"_r Magnitude - Location _ 0.0000 in Cw 0.00 In8 KLx -- -- �' Ia•� �c : /y„{(B}_ ��ti f Mx(Max) 114.750 K-;n 9.00 ft � = 1.3420 in 1 _ 218.00 in 9 Location 0.3585 in J Mx(Max) 12.150 K-�n 3.00 ft Vxf - 0.00 iM KLy 48.00 in L`,Tord �f r4i (Max)( ) 2.075 KIPS 0.00 ft Ww 11.7170 in Ro = 0.00 in KU 24.00 in Vx(Max) 0.675 KIPS - 0.00 iM 0.00 K Beta 000 1 Required 0.7414 in"4 3.00 ft 1 Required 20.6U'l4 in"4 8.00 h 'J=Jx 1 UE 3 -'• n u„oft(R Load(P Moryiint Kan Caudal(R) DN PU in Location tt 8�in len�tli�ft LoadP Ma_ Want Kan Locitiai R pi min LocaNaal fhj I �L� 1 8.00 -- -225 1(K 3.00 -0.2224 1 18.00 225.0 114.750 ti.00 -18.7287 p 00 Find effective section at stress Fy = 50.00 KSI _ 5.00 _ OUP = 0.235 inches - 8u Location IN Monro Kan Reactlon lbs �fpP Loc. Mwrlent Reaction Pt Load Loc. OWeb = 9.093 inches 1 0.00 0.000 875.ON _- Kan � ) o MO 'ret Sc = 4.053 inch#- 2 1 0.00 0.000 2075 000 1 f➢.00 100.0 11 71 50 Eq. C3.1.1-1 Mn = Sery = 262.26 Kin --6.00 -_0r� 875.000 2 18.00 0.000 2075.000 Eq. C3.1-1 Me Mn/1.07 = 12;.34 Kon. With 1/3 increase Me = 161.78 K-in est./.jt-z' 0 2XV, 1 7860 SW Dartmouth Sir, BUP1999.00497,MEC1999.00509 7950 SW Dartmouth Sir. 7860 SW Dartmouth Sir. BUP1999.00497,MEC1999.00S09 0 203 7050 3W Dartmouth Str. BUP1999.0049;,MEC1998.00509 BUP1999.00497,MEC1999.00509 44 0 203 42 of 203 43 of 203 ENGINEERS NORTHWEST INC. P.S. ;..�, :;�,;" ' ;�;•�. ,. :, .�;4�; ., ;.;.:�.c-.: - Da00/ .,,. Mr� +'4�r'�F'l)L►=1.•+t:S -I�• �• •- -Ty.;. �h�,T��f-•...:M.t•'�•C�1.V..:1.:►ie„y, .. (..r .t.•_ ,r .. INFERS ENG E R ' EST:`;INC--- " " ,�s : ' • r Wap Tawii ENG• .. - S N ORT 4F-I W :. '� p P S _ -- I J RTH W EST:,.I C. P. S. G _ 8868 WOODLAWN AiW-N.E.-SUITE 205=-3iEA - •"� � 68�WOOOLAWN AVE N.E-SUfT�2Q5 •SEATTLE,WA 188115 .. .. (M525-75W• rAX#(208)sx?,'�•e8o8 f I ...._ 1N 90 Fl1)(tlf 52? ` (2" 98 Steel Framed Shear Walls with Gypsum Wallboard, Plywood and Plastet- - - Member. C8••158-1E Manufacturer: Generic Yield= SQ.Q KSI Configutetion: Boxed '-- -'�-` �iSl1� ,� �� d� --== Joe No. _Jos NAME�O�p,• JOS NO. Jos NAIA[ I DATE Danerlrorls Oro"P DATE -r�-! 99 susJ[CT Depth G in Ana ■ Int P Loadings _ e awxaa.��io�4l�gTF' �'.y,Ana.e.••.�-yam`' S11PA(Values In Pounds per lineal trout Jb/ Ie4c,t- �-o yE�lp ,Q e�oN - -- ng = 1.8250 in Ix ■ _ 0.00 KIP., �'�' '� /re 3'7-QPdrF SHEET ��t,�• -�1110�tvable _3T 7??-T Flange 11 47 in4 Mx - 12.15 KIP-in / N a a 1.tom, Ca =.4 Z h/v- 2. r 2 `'J� � - c ,E_3 - -N..SHeeT _�.._. __ a CL /_8 er-.�D soar. y 1tie oatRasbod uta ------- er f f lard^awnber d difFernmt tFull- Pnuoocfua�t ASTM B56{is a atadc ted ciotLod for --- -_-. UP = 0.084 in R = 2.57 IM KxLx = 72.00 in � 50 min�raL P� in aooimoe � the deAnaioen �tltZar aees�solwoe of `- Berd = G.084fi in Rx = 2 03 In KyLy = 48.00 in - t = 0.0588 In Ry = 1.;�I1 in KtLt � -�'-" im etgp�d fltaa a6ar 1st duo z. Punch = O.t1000 in Cw = u.�;? ir18 KLx = 72.00 in .� I - ' Onnun;ttee �, mwe ht bwUmp~ �- .Scbx w S}�oings aro retied ac --"--_"_-_ter 0.3585 in J 0.00 !M KLy = 48.00 In -0- --- - ��'Ufficiah(IC HO). and in a000nUaw with tbe: tsaueimum - &, � ; atad � Wf - 7 7170 in Ro - 0.00 in KU = 24 00 In - - - - `� - ASTM ES64 a)odficatioas. usitlg tm& mut, uni piadice t®ay d;aate claw ecrew,�; r r7 Ww - 7 7170 in Ro = 0.00 iM -�'! -_• - - '� �- b 7s ry- 0.00 • rto,a se,E dimdkx 1 loading and eyraic reversed loading Beta Jx10E3 l,E�,o,,• �I PNAit.�tncy al = 1.t 0U 1 � I i.el. e-_ _�67 in% ---- - 0.75��o L y., =37•S kr. %sa• �i■os& H F� @F•U' t 1,� © 1 - DIc�'.Fo.E o,�S .�..a c AIJ�dWABLE SHEAR FOfi 1MN0 ON f;MmIC IFORCES IN POIMU�PER FOOT FOR VERTICAL f Nfa - 3fc.,rvT ,.y Find effective section at stress Fy = 50.00 KSI -- --- !� Sao rag 2 OIAPtiRAGMS OF STEEL STUD 111/AlL - , OUP a 0.235 Inches ��^r 1►Ate E - a..x titGw� f/2N.� eWeb = 7.717 inches 6Etew. _ � S it ' $Aar-Sod Ma w s�mSc = 2.797 inches r.IpF so•dr,�■ aaadmt,ant Sltav vAt21E • G Ire,2 tax//o45A Noh- F^) Type T1,IdotSr:• `aEq C3.1.1-1 Mn SeFy : 113.43 K-in - ___�-._Eq C3 1-1 Ma MN1.87 = 0373 K-In. With1/3lncreeseMa = 111.8! K fn i � .,�..- . s.`'�" °c' _ 1 "''"°" + '/✓' = ib s 14� .. 16 wit Waehoard 1r 7-iciest - 12 - 325170's(bath sides)24 1x t:nch 6_hyj 1H Sb3 225" t2-ktlerio+ '- •,i STI ,� l'y�K �e�i S Ty5 d lo-aG F�•e T E :i Ay -- / UC.- .L?IS �� t.✓ �...t---r'tt_1K3F GC,.I IIIAih:.•r r,uMa2` No.6 P Ouse) 24-t3ase Fir 4� 175- 76 __ •C3�� r -- --- Two Ply No.6xt'.(raae) i2-faoePly S,.�� Cy J�VST 1�6r.�fCT/Cn/ fps or �t.0to)i Z - . 033 �I K` - SC AP-e $ /S`7 GY>�+m Shea u"Goad u.. �. -40 ARE ;Q = -�Oi r L _ .3. 24 (Che side)Gypsum 1/7 W.6 x tinct, 12 267 los" Sc .-F w' rw5MAr A"' Tes>,n.s.� �Y3b1it E s (•o'.►'1x130 ♦1.}Z�(3fi,Dl 4 `�C4r>) S I r,,3 T rte, 4CC, tp 5=.�`9 Waaboard tcppos;u s;dr) °��`- /73.� � �' 'Jt3 ch z.1) r 3.0 x 1 L !.�a k - Cmc -- __ - -- rt:'t.r I - ►• i a E = I- r•1. CA SE to CC 18 =Z•oz -_..�.. = Plywood Mne sie<) �S'c•<.E.-.. Pf.on. b t_AL7-E2 o tr u 0:- a g 43/3[aC 0 A g C 24 {yp%4-to�atib wd 1/2 No.6 x Lila, 12 �nL,-14 ,t, 'J 0 17s 150 ,h+ , la` �) � ti �7 � � � 9�ac a� A/q c/.69#NvRZo�lCa�.4bz --Metall S7ue3e- I-reA i32.j " .S fa- _ Ma. =/• CVa1.2t3 Vs - - V 2 w��---• W - l 8 S �/ ''2= c.o n.?/Z.o l, "f Q3 W 24 ptxltard oa+tertl plaste+ 7 Na.A x l s - -- �book skies /e /24Arih A-Ra,h► 450 leo Ctt.arwt,: v+T. T_�1yh1ys ,yT S (1)Wk.es ane br srfoet 6me -dve b wind of -- - - -- - yr _ J Se..•M/ Tb /f► V Z Y eW -OM-he. Tlttese vertieall M d �ress.� ��ktaid by annraals« diapltrleorrts irltaa rtor be aflttlred b IKIisA T r Z S R O, w T eo 5(/tt)1D 8 EJ Io: '/f s • ■• �. v =tee«ar walla•,toeA s.aor»d M b,riitf•to code Pto•iaiwta. M9an Hain+hat Oft taQu wrd •�.�. brae fire taaktire st"alai omttpty with tl►e re,Tuirernenta d r,a fire lest standwd and assdnNly- '+ LiSe 'f" • y o►'°•r • W11aa ahem be t«amad'wllh a n**num Alo&%4neh PD C e e 12 rL + ;&6_0 ! ` !T OT•`1 ttlratmr tack by aitftee Met. to x t i°)'arodural V aMds Modwd b a eNn mrwn OA354nch (9-to d/ 4 S�'F Tr _ t wa s��• S/e.7'T-�o .e t .,E..aD M /&&ch brio 911m q emck side.Up and bomm. o0,axall swd f." e a}C Y` /� a $L , •il�....� l--o.5') r des ahal be m rrtininnwn 3%x�t%Meh%,ft a mininxxn (t",, I �t 121/ f �5be P*-v,ed i SnslmMe6at d cit Ykb�1ef�'d 33 tui 0 comers(end skd:)shah r7 �.. o• 'tY ar>gles and/or etlier aortrtetdora designed b•ttsch waa 1n sfn+aurale mtems bebw. WL /- U L`6.9 v!F �T�-�$�3[��;)) p)P'rtr�es to atta,hrr►enl at aq st Wds and Ivrx►er tsde.(Note: St,esr Val�cs on fx oot.s:deerd ravrtservativc br s«cw 4-10 = 1:1�1Z 'C/•Q O K O I s' / 3 K o V PL f7 V -jf �r-.,Qs less then+close sPY;Ued in this taws spa_ngs rw.ss than the lasted 3�+ aa 6uacfw►9«ides may diCtmle screw spacings). �(D� • x 9•V- a� : /• =,06` .8jK [ K�F7 M N"ItiOn b the reg 4__$ems hnein,cx�rnply will,---tackwers° ¢ •'1 J I� /•3 9,� - .g-Q /-Q �,a �B�a e {sI 9"values arc the Ieoorlwnntded desion values based on tie 51tear la itstattat:on. 2All �_.�► �_1` l - . . e>;,-, / o t (apsoiiy with a Safety factor of 2.5 / 3 5 ��ytlt �111tese vabres siMl be rrduoect 50 peroertl to - - H/w _ f .O j /�a5 lc, �iaa Cs 0.&£ loa& due b earrtQitabes k Se�sntic Zones 3 Arid 4 a PeAormmno„ �2 1 1 I _ _ fIGK �.td Q ,2 S,�E ,SAS -)1 f L G lJl3 3 S Q r Rder - K_H_IUiu-1,teas end TS.7'rtapp Jr_,sbea Raeae,t�,oe .ref walk wiM)bl steal studs ?ISO 5W Dartmouth Str. 4 • ere r dict fla•ttitnte, lura 14 2. AAWlican Iran.w! I 7eso SW Dartmouth Sn. u•-Rftt ht 7850 3W Dartmouth Sir. 9Up"90 SW 7.D tmouth 9-ooeos 9UPt11KO0497,MEC1Ne-0000! 7850 4W Dsrtrnotdh Str. a11P1999-00497,MEC19A41►0509 s 10 d 203 BUP1999 00497,MEC11N0 00509 47 of 203 49of 203 .....«�...-... 4e at 203 III IIII'IIII IIII 'III IIII II11 II11 IIII IIII 1111j Ijll IIII III! IIII IIII IIII'll�i I'll IIII�IIII IIII IIII IIII IIII IIII IIII II II IIII IIII IIIIIIII IIII IIII I IIII II11 IIII IIII III11111 IIII 1111 Ilfl IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII II11 II11 LEGIBILITY STRIP Cmc I I ( I I I I I I I I I I I I I I ► 1 1 1 1 1 1 I I I I ! I " 1Oarr.l ea 10 if IS 19 14 l0 17 Is 19 20 21 22 0 2M 27 PS 29 3C CD i. ,y 1 Pr 1 yrs INC..INC.ENGINEERS - NORTHWEST PSENGINEERS - NORTHWEST P. S. NORTHWEST ENGINEERS - �+� �s-"°RT}'"I�sr,'"�-P•s. INC. PS. t38t391'MOODI.AWN AVE.N.I-(!1x11` MEET�OF - m SEATTLE WA 98115 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE,WA 98115 - (206)525-7560 - FAX (2o6)522-6898 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE,WA 98115 - (20;,)525.7560 - FAX*(206)522-6698 6'869 WOODLAWN AVE. N.E. - SUITE 205 SEATTLE,WA 98115 (206)525-7560 - FAX# (206)522-6698 ICA p - n_ T � � (� /�-�-r CjIitOViS10N$1br�j�yy QpNNECIIONS roe No - Joe NAME woe NO I S.o07 JOB NAME I I��i?�1J C�� (��I �� !U �/ OB NO. JOB NAME _ ��i��., DATE /.)- - DATE _ DATE / ), l JSCREW PItOPERTES GAUGE METAL TFrrt LESS $OBJECT _ __�_- _ - -- - - o - SUBJECT r`lESSUBJECT__ I �I�,�7 SHEET '� OF_SHEETOF SHE'cT � OF. �/ CCS r1(��__-- NOmhel Giter- or �••d,In. - ° Th nrbss -__ - -- By - By 1�','�/C- Saw .but not 1- --2 0.080 25 0.0188 l� Than 1R'S/18`Uk #3 0.0990 - 22 6 0283 FS`factor d .3 0 84 _0.1120 zo 0.034a51 (lgL 1997 o P.a scr°I"-- 9 5 0.1250 18 0.0451 - P■-Mowrble _ -PW Screw0.1360 18 0.0586 -- Pr■ titre!brwon 7 0.1510 1�. 0.0713 naew /8 0.1840 Pr a 1:1111111-0111111 - _ 12 a. 0.1017 >loroe °� a 10 0.1900 FU-451w min. Pte °° screw 012 0211)0 -- v,1 / t,■thidotsels d member in oatfad 1q `-- - � with the nrxew tread 02500 - _' . ?� V� ai�Iss srrtaNer!Fran d 2 a � _+ _------ N, -_ N I _ Co"w le than 1/4' I b`nrptrtess d nrembsr rtd M � - �� -- t+tllMt ttre ntxew!read ---= aro nd b be wad - ( �I� , ��''�- , �•�.� Q �•y i ,, Fin■Isrtein atrenp M bet in.onteid _ -- -'�- ,7C G Fn lirtd' screwy- Nand _ _-T---- __--- m �>t, 6aw►,N �- ►•►EU cit I,�, s II�.S� _ �i o1 member na kr -- -- a>ntWA VAM the screw►head_ _ Stow E4_3 �- p. •P„!3 -- - _ E4.4 dtr<-1.0 ParhaN be fsksrr as ttrs -- Pr "-- _ mcw F-r6. �t w WALL, -3-�--- srtlaNar d Pr Alta!!be taken as the arttalbr Of U, P.■1.4(ti� Flo - - - - _ Pr■0 9 t,d Fin - __ r PUN-Qut FXIsTI�� ..o►�tf. wALI� I/ q a P.■0.9 b d Flo --- -- Pr■0283 b d F,n -__ - (,1 F T + I2K /,k / -- -- V v - Nrall bo fsllbsrt Bethe smdlsr d .. - PuN-otter _ P _ ` �f� C� X c10 / (, ( + J �V -' V 7 y• �}�. K For tyt,>-2.5 Pr Pr■O.S tr d.F"r c'�- Sww }a f I -b ' I ' --------- - IN■OA t,d FW -- --- OQIFr Hfu , Vn = (�,1`� �iJ�bf; I o f ' -�- X73,7 - rer 1.0�` --- UP awuruT►To�l Vr M,4.5 Pr shah bs detsrm'ir>ed py the --- - , r Nn�rr ___ 1hs aboMe two cases 6.0/ A b-�r "'�"& v U n e U ALLOWABLE LQAD� li h:�Y+■est! .,. 1 ,. ' ,H Z{r.; ! 3 I ...r.: )*11r.'ll t r,1,. >� �r.,r':i;:iii't. �,; true PULL# UT A& Putt,-0ulr : ., Z ZS' IL' 19 + L N a71111 � i1 tl Ptltv�trr t�i�TR PtlLL.pgr -- � � = 9,�� E1 M s 33 "e m ee 111 M wski I I) ( IZ` I •►n * 2ee ,� 2n - 77 181 e1 , >Z'� ),k,WT Mr - I_l rel = Z Sit") 1 1p 370 137 224 TD H l_1---A [� !s7 tN t2� - 11e WA wA n 173 wA' wA �� Zee wA wA nu► wA WA NSA WITTo1�aL V*,D � COL, �.d 1VN" trrtr RAF FfiC. = Z L StIN N CL •b 7 'a7 I S" "6D I I" de yr y:. • I wl �EfiC. 6, 'F PLA► titi' s � -► �7 MI6' *6�IZ' EWA;TO HAVE x114- fM HEAp pylM�R 7860 SW Dartmouth Str. ` •�` BUP1999-00497, �EW 7850 SW Dartmouth Str. 51 or MEC1999-00509 --- -----q�- / BUP1999-00197,MEC1999.00509 _ � 7 52 of 203 Page 1 7960 SW Dartmouth 9-o 11Ma/98 786n at-C.� QM ! I I l -� BUP1999.00497,MEC1959-U0509iCftawlM>� ^`ouch Str. V v�1� �lA(,(- Caf/rCD �y"v.(, �61eif� _ O•S h/ (y(1 _ `� 5u KGF ,}/ t I ` 1�1 Cvr1999-00497,MEC15�q.00509 / l J 49 of 203 ( J J so or 203 L-Jr F?G /SD go+ (4 ) ('f ��t � - 2, y tip: (�� 0.`1 M . -0 9 ` ENGINEERS NORTtMEST INC. SHEET 2� OF � ENGINEERS NORTHWEST,INC.P.S. SEAT TLE.W MAIN AVE N.E.(surrE 206) 1bv.tulesel 6869 WOODLAWN AVE.N.E.(SUITE 205) SHEET `� OF� ENGINEERS - NORTHWEST INC. P. S. ENGINEERS - NORTHWEST INC. P. S. SEATTLE,WA M1/6 SEATTLE,WA 98115 6869 WOODLAWN AVE, N.E.- SUITE 205 - SEATTLE,WA 98115 - (206)525.7560 - FAX+M(206)522-6698 6889 WOODLAWN AVE. N.E. SUITE 205 SEATTLE,WA 98115 (2061525 7560 FAX Ar(205)522.6698 j�g(f TING SNOW ESTIMATED M-8-3 COLUMN REACTIONS ----- -_ ------ --. .____._--- -- -- ----- SSP� � - INPUT■[`-_ J PROJECT:-;Costco-�.n`,Oregon JOB No. : 0E;07 as No. �0°•�S•oD7Joe NAME 1 GAR D o�_ C 045-1"(, y �/�Q� v DATE otoo �JVV J.O(T� � �V ST` v DATE - 434 R. { No. •• JOB NAME _ _ LC►CATION:- PeNmetsrr J JOB NAME: COSTCO-TiQ�Ird,C>R. (�'---� $USJEC" '\ �' �� S SHEET / pF � SUBJECT I��FI�� r ►•� �� - �j '---- x --- BLDG.TYPE : "D" �--------- -- --- - SHEETy OF_.__ SNOW DRIFT CALCULATION t;C!NG Mit 1997- ,A*ROCA or 1991 SBCC1(ASCE 7-93) BLDG.DIMS: 434 326 404 182 1,30ft 182 ft. - -- - By Mh L -'- -- By INPUT(U or B or S): - U 130 40 326 ft - - ----- --- ------ IS ROOF PROJECTION AT BUILDING PERIMETER? Le. PAI WET? Y INPUT(Y or N) 144 R INPUT THE DESIGN SNOW LOAD■ 25 psi SUBJECT: M.B.S. LOADS TO FOOTINGS / !` k IS THE SNOW LOAD A"R(>OF SNOW LOM ORA"GROUND"SNOW LOAD? 404 I�A� �t I �,S� r Zk+ Z ��F - j�, =� NC4 INPUT(R or G):- R (S ��J . > IS THIS DRIF T ON A"LO"FR ROOF"or AGAINST A"!2r.)OF PROJECTION 7" INPUT(Lr or Rp): - ROOF LL= 25.0 PSF Soil bearing qs= 2000 PSF HEIGHT OF UPPER ROOF or TOP OF ROOF PROJECTION-3000 feet ROOF DL= 12.0 PSF NET WIND UPLIFT = 4.00 PSF �(, 1. HEIGHT OF(OWER ROOF or BOTTOM OF ROOF PROJECTION- 24.33 feet TOTAL LOAD= 37.0 PSF REACTION FROM M/U= 10.0 KIPS l� ) FT(� OU�z (/�? F rG. CODE LIMITS ON Wb IS SLAB REINFORCED? Y (Y or N) MAX.= 50 feel TL1 =REACTION W/O SNOW DRIFT (� ti�� C �- 1 (input) SD SNON DRIFT REACTION(input) ;w I '-"' q 1•b ERst p4 MIN. ■ U feet FR= FRAME ON GRID in y , COL= COL.ON GRID(input) CN=CANOPY REACTION 8 WALL DL(Input) LH= BAY LENGTH(input) TL2=TOTAL REACTION(down)inc M/U SNOW DRIFT LOADS NEED TO B� CONSIDERED I _ .II hb- 1.34 fret hr- 5.67 fleet Ce- 0.7 CF= CONTINUITY FACTOR(input) WU=WIND UPLIFT W/O CANOPY Po` 35.71 FA= FACTORED AREA CU=CANOPY UPLIFT(input) --� i i T �," pat Pf- 25.00 pat I 1 0- 18.64 pcf yWb- , fest Trib. = TRIBUTARY WIDTH(input) TU=TOTAL.U?UFT ON COLUMN �1, Design Wb- 50 Mat , Pm- 10.4 pot Wd- 5.24 feet hd- ,.31 feet � -CrS�r6 �r- � FR COL LN CF I FA TL1 SD CN 712 WU CU T'J FTG. FTG. /- roof projection ON F6'a GRID ft R.` SIZE SIZE EMARKS - --� EL 30.00 ki kips kips ki ki kl DN WIN ------- - 49.4 -Pm - -- peraPM GRID 0 O 0 0 , !rr.0 0 0 r6 1.31 ■hd hr■ 5.67 0 F ,S c� Pf■ 23.0 - -- S; 1056 ,4 IRE C1 R. - coLu I / F 4( 1.34 ■bb ; � `.: ;- -_- EL 24.33 h1 cr,i. •, i -2554 94 107 10 t' /r' I ,(, ' G hr roof -- wd■ 5.24 ,Trb. 10 a _ I 4` �. 7 C71' Cj F 6, c� >, h"6 I -I w A Wdl3(fl)■ ,.75 -,. 4 7.6 ILI• �o;J A = Sfl I Ll x?7d (, y� �r = 0. �D� p(Ips). 64 4--. 2248 83 96 !! 0 7.6 p� C�P �� f + i 'yav fi /� O,t'1S %� O,vS 3Ms` �72n) ti IH tlivr '1G q� - Pd(pcf)-24.4 2246 53 1 _ (1w IL of drill) � 0 7.6 Ate 9 t ^ V r f t 1 k K ��t �d - °�2 2090 rt s q - '. 6, 4(u)(� V� j I '� - o. 9 Ch) o, bn')/1- 15 /� ) tMf(R)■ !1.21 6 a 7.6 , 8.95 k. Foe.loran a Pu�las LocA•r>`u PEt�Nc�..cuLAlt To Welt~DRIFT � � ,3 T� now - 2142 79 !"t 9 4 7.5 ! be>■yllld- &24 I rL1- 10.0 ` „e Joist spm(K dk:) 2498 92 106 10 10 a �7>- �� C3 t;f 1.01) 101 A I. ( )' I S� Q�r b (0 31 ) �•.tol` 2=a aa64n o 0 968 36 , 5.3t' 6 7Z-" (9') f %(111111- 2514 37807 0 0 v �w;p. t 66 4 4 6.6 (�, � - I�.�j ,+ol11?0t£ Z$"-e G -cr = Icl I� t p►c�� ldniK- 1�, r�L ��J� X~V 13AD 01.111/ aa O&ra n(11om kilt end) C 0 0 �, 1113 30.06 0 Q 0 Egwv.NMA,bar!a"- 1M.4 11M,o 401 O /1011NO (bandlrp)u E**-WW-Mad APR)- =2 /218.3 tfOIVl01 tIi00VM Wnw) 1 0 0 � ; /-o IJ C<riAa / 0 0 0 �` '-o" _�� '��1x = 8 73k M � tvRl- �oo� 12i1a3 ao oo �(bsrtdNtO a etrnar) �. - , Tow � --- t711t1UTl. GRN)J ' '� '' 1 ' - ---w- 7890 P"91 w 1 rIN04 �1 Imo/ P1 79110 SW Dartmouth 9a. 7850 SW Dartmouth Str. 7850 SW Dartmouth Str. �I'�n I lk AADY�(0 ) Qv0T1� IlUPt!lF001l7,IItECt!!!-00l0! BUP199 9 004!7'VEC19!l-00� BUP19!l-004!7,NIEC1999-00509 7880 SW Dartmouth Str. 1 8101 203 e4 of 'ta • --,�-�--�� _� � 58 of 203 / h BUP1lN-001!7 MEC1!!l-0080! I�of 703 C.rn, IlillllIIIIIIIIIIUillll�li;llltll'IIII�1111I1111�.illlllll;lll� Y " IIttIIIIII�IIII;IIIIIIII�IIIIIII!IIIIIIIIIIIIII IIIIIIII~I11111111IIII!;IIIIIIIII;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iililllllllllllllllllll IIIIIIIIIIIIIIIIIIIIII � LEGIBILITY STRIP o I a J.i, 1 d b g I� 1 I 12 13 t♦ til I`>r 1• li �o zI 2st s'a 2a 2'3 xe 2� -- 10M e �9 �o �.ir_.....-.-._ I Q TT�I CT i '�, - .. , r IVI' Buildings --DATE: 12/18/99 VP Buildings LOADING REPORT DATE: 1.1'/22/99 VP Buildings v'T TIME: 15:58 (Project Name: 4485-Costco Tigard,OR) LOADING REPORT VP Buildings LOADING REPORT (Pro)ect Name 44H5(�nY[O Tigard.OR) _ TIME: 1 1:27 DATE: 12/22/99 (VP Quote No MI-9W0583L)I) PAGE: 01 of 16 (VP Quote No.: ME99012583-001) (Project Narne: 4485 Costco Tigard,OR) GATE: 12/22/99 (VP Order No Mf:99703'0401 -_1770 Ii_-1Addrnon (VP Order No.: ME9970371-00) PAGE: O1 Of 08 TIME: 13:27 �1 _ � 370 1 Addi ton (VP Quote No.: ME99012583-001) (Project Name: ME9901258 Tiganl,ORI TIME: 13:27 ---- '� Version 3.6 (VP Order No : ME9970372-00) PAGE: 02 Of 08 (VP Qu.m No.: ME99012583-001) Vi►niou 3.6 3,�-7 .11 - (VP Oroc,-.Vo.. ME9970372-00) BUILDING WADING 1370,11 ,4�4gEon103 of OS ----- Building: Addition JVP Order No. ME9970312 1 (370,1) -- WIND LOAD$ Yemen 3.6 Walls Exterior Wind 3 -1.200 0.000 100 1000 0.0 90.0 600 •1.20 VP BUILDINGS I =_________________> EXTERNAL WIND COEFFICIENTS • MAIN FRAMING and BRACING Walls Exterior Wind 3 -0.800 0.000 1000 _ - - 0.0 90.0 600 -n,86 <__-=_=_=___-,---- 1NG CODE -� � �..�................-...�.�. Y Corn, Wuxi Load -- Windward--- -•- leeward--• Mir Max Min Max Walls Interior Wind 3 0.000 0.000 0 - - - 0.0 90.0 600 0.00 Wella Exterior Wind 4 1.200 0,000 0 10 0.0 90.0 -- -• 10 1.20 STRUCTURAL DESIGN DATA Type Zone Colum Rafter Rafter Colum Slope Slope H/W H/w waits Exterior Wind 4 1.500 -0.300 10 100 0.0 90.0 100 0.90 97UBC - 1947 Uniform Building Code - Bldg. Use Category: 4 (MBNA Endure= Manufring. Production (4) Wella Exterior Wind 4 0.400 0.000 100 1000 0.0 90.0 -- -• Epp 0,90 Frames All Zones Wird 1 0.80 0.70 0.70 0.50 0.00 9.5 0.0 9999.0 Walls Exterior Wind 4 0.800 0.000 1000 - 0.0 90.0 -• 600 0.80 Frames All Zones Wind 2 0,70 0 ?0 0.70 0.70 O.QU 90.0 0.0 9999,0 Walls Interior Wird 4 0.000 0.000 0 - - - 0.0 90.0 600 0.00 Project Name: 4485-COSCCO Tigard, OR OLIATIM LOADS -- Building Name: Addit ion Bracing All Zones Wind 1 0.80 0.00 0.00 0.50 0.00 9999.0 0.0 9999.0 Customer Name: cOSTCO WHOLESALE Roof Covering Wt.: 1.130 PSF •••• Collateral Loading •••• Project Location: TICARD,OR ao_=444444) INTERNAL WIND PRESSURE COEFFICIENTS - MAIN FRAMING <=a=---- Linn Sheet Wt. : 0.000 PSF io be ustnd w/Gravity Loads: 8.000 PSF ---- - Sec. Structl Wt. 3.000 PSF To be used w/Uplift Loads : 0.000 P5F Porosity Load -- WIridward--- --- Leeward--- Min Max 910W LOAN Zane 3 Soil Profile 5U (Source Type NA, Dir,tonce NA) Builder Ref NO.: X Cord Case Column Rafter Rafter Column Slope Slope Importance Factor 1.00, Snow Load 0.00 PSF ( 0.0%), Ca = 0,3600, Cv = 0.5400 Builder Name: !,part / CCtst rr, Primary Frwne wt.: (Varies by Frame) m m Frames: R ■ 4.SO, Period 0.4542, R / R - 1.42, Gravity Ratio ■ 0.20000 Budder I.c)l:atiun: Madn-ra, c'A Total Dead + Coltateral(Gravity): 12.130 PSF + Frame Dead load Enclosed Wired 1 0.00 0.00 0.00 0.00 0.00 90.00 Bracing: R a 5.60, Pnriod 0.2596, R / R • 1.50, Gravity Ratio ■ 0.18000 Total Dead + Collateral(Uplift) : 4.130 PSF + Frosts Dead Load Enclosed Wind 2 0.00 0.00 0.00 0.00 O.OG 90.00 Enclosed Wind 3 0.00 O.00 0.00 0.00 0.00 90.00 Plane Total WY. Seismic Load LM LOADS - ---�--- ,.-•--�-^•.•...,..-^•-•-• ,,... _-- __. _ __- .- _ I. TABLE O I' CONTENTS •■••> EXTERNAL WIND COEFFICIENTS - PARTS AND PORTIONS <aaamass Nam Used Frame Bracing i Input Live load: 20.000 PSF Live load Used: 20.000 PSF (reducible) Cp - C • log(A) + K Bldg Wird load A (aq.ft.) Min Max Max Typical Extlalp(e YL 2.049 PSF 0.410 PSF 0.369 PSF YB 2.004 PSF 0.401 PSF 0.361 PSF WAD r Portion Zone Case K C Min Max Slope Slope Ht. - A C P WR 2.049 PSF 0.410 PSF 0.369 PSF ROOF1 14.630 PSF 2.926 PSF 2.633 PSF Input Ground Snow load 25.00 PSF Ruofs All Zones Wind 1 -1.300 0.000 0 10 0.0 9.5 10 -1.30 ROOF2 14.630 PSF 2.926 PSF 2.633 PSF Input Roof Snow load 25.00 PSF j Roofs All Zones Wind 1 1.600 0.300 10 100 0.0 9.S 100 1.00 WR2 1.800 PSF 0.360 PSF 0.324 PSF Roofs All Zones Wind 1 -1.000 0.000 100 1000 0.0 9.5 600 -1.00 I.c)alGn�; Ilepint i ral;cs I thru 8 of 8 Importance Factor 1.00 Thermal Factor 1.00 Roofs Alt Zones Wind 1 -0.700 0.000 1000 - - _ 0.0 9.5 600 -0.70 WL2 1,800 PSF 0.360 PSF 0.324 PSF Exposure Factor 1.00 Slope Reduct'n Factor: 1.00 Ground/Roof Conver'n factor: 7.000 Slope Used 1.193 deg. Roofs Corner Wind 2 •2.300 0.000 0 10 0.0 9.5 -- -- 10 -2.30 WF2 1.800 PSF 0.360 PSF 0.324 PSF Bracing/ Secondary/ I rano Linc J.9 {'ages I thru 59 of 59 Design Snow Load Used 15.00 PSF Roofs corner Wind 2 3.100 0.800 10 100 0.0 9.5 100 1.50 Roofs Corner Wind 2 -1.500 0.000 100 1000 0.0 9.5 600 -1.50 A WATIONS(Apow,9(resr lnrnt shownk_UL- - I•ranle Line 1.2 Pages i thru 19 of 19 VAMWAN _ Y _ Roofs Corner Wind 2 -0.700 0.000 1000 - - - 0.0 9.5 600 -0.70 Roofs Edge Strip Wind 2 -2.300 0.000 0 10 0.0 9.5 10 -2.30 FRAMES: Additional Calculations Ia�; x, cs 11 1 thru H 15 of H 15 Building Enclosure Type Input t and to be Used: Encloses Gust Factor: 1.505 Roofs Edge Strip Wind L -3.100 0.800 10 100 0.0 9.5 100 •1.50 1 (1.000) 1.00 Dead Weight + 1.00 Collet Grav + 1.00 Live Building Enclosure Type Calculated: Partially Enclostd Roofs Edge Strip Wi:d 2 •1.500 0.000 100 1000 0.0 9.5 600 -1.50 2 (1.000) 1.00 Dead Weight • 1.00 Collet Gray + 1.00 Alt Spn Live-It Input Wind Speed 80.0 MPH ImTartance Factor: 1.000 Roofs Edge Strip Wind 2 •0.700 0.000 1000 - - - 0,0 9.5 600 -0.70 3 (1.000) 1.00 Dead Weight + 1.00 Collet Gray + 1.00 Alt Spn Live•L i Weight Used 30/6/0 Slope Used 1.193 degrees Roofs Interior Wind 2 0.000 0.000 0 - - - 0.0 9.5 .- 600 0.00 4 (1.000) 1.00 Dead Weight + 1.00 Collet Gray + 1.00 Snow PRIMARIES, PARTS AND PORTIONS: Overhangs All Zones Wind 1 -2.800 0.000 0 10 0.0 9.5 10 -2.80 Primary Zone Strip Widths Not Applicable Overhangs All Zones Wind 1 -3.600 0.800 10 100 0.0 9.5 100 -2.00 5 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Right 9 Overhangs All Zones Wind 1 -2.000 0.000 100 1000 0.0 4.5 600 •2.00 6 (1.333) 1.00 Dead Weight + 1.00 Wind 1 left Parts and Portions Zone Strip Widths 2/6/0 (Least Horizontal Dimension■ 25/0/0 ) Overhangs All Zones Wind 1 -1.200 0.000 1000 - - • 0.0 9.5 600 -1.20 7 (1,333) 1.00 Dead Weight + 1.00 Wind 11 Ridge Velocity Pressure (Cale) 16.38 PSF 0.00256 • ( 1.00 • 80.00)"2 • 1.000 Watts All Zones Wind 1 1.200 0.000 0 10 0.0 90.0 10 1.20 8 (1.333) 1.00 Dead Weight + 1.00 Collat Gray + 0.71 Seismic Right Comb Height/Exposure/Gust Coef: 0.76 Walls All Zones Wind 1 -1.500 0.300 10 100 0.0 90.0 100 •0.90 ( Basic Wind Pressure 12.43 PSF Exposure Category B Walls All Zones Wind 1 •0.900 0.000 100 1000 0.0 90.0 600 -0.90 9 (1.333) 7,00 Dead Weight + 1.00 Collat Gray + 0.71 Seismic Left Walls All Zones Wind 1 •0.800 0.000 1000 - • • 0.0 90.0 600 -0.80 10 11.333) 1.00 Dead Weight + 0.50 Snow + 1.00 Wird 1 Right i 01116 l� Walla All 2orir:s Wind 2 1.200 0.000 0 10 0.0 90,0 -- -• 10 1,20 11 (1.;;;) 1.00 Dead Weight + 0.50 Snow * 1.00 Wind 1 left Walla All Zonae Wind 2 1.500 •0.300 10 100 0.0 90.0 -- •- 100 0.90 12 (1.333) 1.00 Dead Weight + 0.50 Snow + 1.00 Wind �� Ridge Walls All Zones Wind 2 0.900 0.000 100 1000 0.0 90.0 600 0.90 Walls All Zones Wind 2 0.800 0.000 1000 • - • 0.0 90.0 600 0.80 13 (1.*33) 1.00 Dead Weight • 1.00 Collat Gray + 1.00 Snow + 0.50 Wind 1 Right 7850 SW Dartmouth Sir. Walla Exterior 'land 3 -1.500 0.000 0 10 0.0 90.0 10 •1.50 14 ,1.333) 1.00 Dead Weight + 1.00 r that Gray + 1.00 Snow + 0.50 wind 1 Left BUP1999.00497,MEC1999.00509 7850 SW Wind DArtmouth Sir. Walls Exterior Wi3 -1.800 0.300 10 100 0.0 90.0 100 -1.20 57 of 207 SUP1999-004r,7,ML•C1999-00509 7850 SW Dartmouth Str. 7850 SW Dartmouth Sir. 5B of 207 BUP1999-00497,MEC1999-00509 BUP1999.00497,MEC1999.00509 69 of 207 60 of 203 VP Buildings LOADING REPORT VP Buildings VP Buildings VP Buildings DATE: 12/22/99 LOADING REPORT DATE: 12/22/99 LOADING REPORT DATE: 12/22/99 LOADING T:EPORT DATE: 12/22/99 j (Project Name: ME (•I25fl T(0I) OR) TIME: 13:27 J (Project Narre: 4485-Cosico Tigard,OR) TiME: 13:27 (Project Name: 4483-Costco Tigard,OR) TIME: 13:27 _ (Project Name: 4485-Costco Tigard,OR)IVP Quote No ME9970372 X)) PAGE: 04 of 08 (VP Quote No.: ME99012393-001) PAGE. OS of 08 (VP Quote No.: ME99012583 001) PAGE: 06 of 08 i (VP Quote No.: ME990125831X)1) TIME: 13.2. _ IVP Onlet No MG997(t372 1X)1 370 I it on (VP Order No.: ME9970372 00) 370,11 A Uon - - J ( Qdi_ 1-_ _ _ (VP Order No ME9970372-00 IkpAs)-CQ11141jVA,;'1N,9 j�41ow '� � hpwA JA 01 VsrtloB J,6 "^"""" '-"'--^-^� ---- --- ) 1370 I I (addition PAGE: 07 of 08 --- - -� (VP Order No ME9970372-00) 1370,11 (Addition) _ -- •�'�D�_�fiL► _. _ Version 3.6 VMS- . '�L 1PECIAL WAn5 _ _ _.. Venloa 3.6 UNR. P�I�UPECiALMADS _ __ V(Addit J.) - 15 (1.333) 1.00 Dead Weight + 1.00 Collat Gray + 1.00 Snow + 0.50 Wired �� Ridge PLN PLN PLN LOAD LOAD START/END X-000RD Y-000RD Z-CODRD -LOAD APPLICATION- SPT LOAD LOAD PLN PLN PLN LOAD LOAD START/END X CWRD Y COORD 2 COORD LOAD APPLICATION SPT LOAD LOAD PLM PLN PLM LOAD _ -� `- LOAD START/END X-000RD Y-COORD Z-000RD -LOAD APPLICATION- SPT LOAD LOAD 1e (1.330; 0.71 Seismic Right ID TYPE NAME TYPE CASE LD MAGNITUDE LOON LOCN LOON_ Frm Brc Grt Prl Pnl _CODE DIR LOCN ID TYPE NAME TYPE CASE LD MAGNITUDE LOCN LOCM LOON Frm Brc Grt Prl Pnl CODE DIR LOCNj ID TYPE NAME ___TYPE CASE LD MAGNITUDE LOCM LOCN _ LOrN __ Frm Brc Grit Prl Pnl CODE DIR_+k2GN 7 ROOF ROOF2 Point Ld Wind 1 Left 6.59 k 373/6/0 116/0 25/7/10 Y N N N N No +2 FO 6 ROOF ROOF1 Point Ld Live 10.93 k 120/5/15 11610 27/1/2 Y N N N N No -I FO 7 ROOF ROOF2 Point Ld Wind 1 Right 6.59 k 223/6/7 1/6/0` 28/9/2 Y N N N N No +Z FO 17 (1,330) 0.71 Seismic lett 7 ROOF ROOF2 Point Ld Dead Weight 3.72 k 348/5/14 1/6/0 26/1/14 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Snow 13.66 k 120/5/15 1/6/0 27/1/2 Y 14 N N N No -1 FO 7 ROOF ROOF2 Point Lu wind 1 Left 6.59 k 223/6/7 1/6/0 28/9/1 Y N N N N No +Z FO POSTS: 7 ROOF ROOF2 Point Ld Collat Gray 4,37 k 348/5/14 1/6/0 26/1/14 Y N N N N No -I FO 6 ROOF ROOF1 Point Ld Wind 1 Right 6.59 k 120/5/15 1/6/0 27/112 Y N N N N No +Z FO 7 ROOF ROOF2 Point Ld Collat Gray 4.63 k 7.23/6/7 1/6/0 28/9/2 Y N N N N No I FO 19 (1.333) 1.!'0 Wind 1 Right 7 ROOF ROOF2 Point Ld Live 10.93 k 348/5/14 1/6/0 26/1/14 Y N N N N No -1 FO 6 ROOF ROOF1 Point Ld Wind 1 left 6.59 k 120/5/15 1/6/0 27/1/2 Y N N N N No +Z FO 6 ROOF ROOF1 Line Ld Collat Gray 25.00 plf 23/0/7 22/0/0 25/0/12 Y N N N N No •Z FO 19 (1.]33) 1.00 Yard 1 left 7 ROOF ROOF2 Point Ld Snow 13.66 k 348/5/14 1/6/0 26/1/14 Y N N N N No Z FO 6 ROOF ROOF1 Point Ld Dead Weight 3.72 k 91/5/14 1/6/0 26/6/14 Y N N N N No I FO 25.00 plf 211/11/15 7.2/0/0 29/0/0 PURLINS: 1 (1.000) 1.00 Dead Weight + 1.00 Collat Gray + 1,00 Sloe 7 ROOF ROOF2 Point Ld Wind 1 Right 6.59 k 348/5/14 1/6/0 26/1/14 Y N N N N Yes +Z FO 6 ROOF ROOF1 Point Ld Cotlat Gray 4,37 k 95/5/14 1/6/0 26/6/14 Y N N N N No •Z FO 6 ROOF ROOF1 Line Ld Collat Gray 25.00 plf 23/0/7 22/010 25/0/12 Y N N N N No 1 (1.000) 1.00 Dead Weight + 1,00 Collet Gray • 1.00 Snow 7 ROOF ROOF2 Point Ld Wind t Left 6.59 k 348/5/14 1/6/0 26/1/14 Y N N N N Yes +Z FO 6 ROOF ROCr1 Point Ld live 10.V3 k 95/5/14 1/6/0 26/6 /14 Y N N N N No -Z FO 25.00 plf 23/0/7 1/0/0 25/0/12 2 FO 5 (1.333) 1.00 Dead weight + 1.00 Wind 1 Right 7 ROOF ROOF2 Point Ld Dead Weight 3.72 k 323/6/0 1/6/0 26/8/2 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Snow 13.66 k 95/5/14 1/6/0 26/6/14 Y N F N N No -Z FO 6 ROOF ROOF1 Line Ld Collat Gray 25.00 plf 53/0/6 22/010 25/8/4 7 ROOF ROOF2 Point Ld Collat Gray 4.37 k 323/6/0 1/6/0 26/8/2 Y N N N N No -Z FU 6 ROOF ROOF1 Point Ld Wind 1 Right 6.59 k 95/5/14 1/6/0 26/6/14 Y N N N N No +I FO 25.00 plf 53/0/6 1/0/0 25/8/4 Y N N N N No •2 f0 4 (1.333) 1.00 Dead Weight • 1.00 Wind 2 Left GIRiS: 7 ROOF PIOF2 Point Ld Live 10.93 k 323/6/0 1/6/0 26/8Wind k/2 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Wi1 Left 6.59 95/5/14 1/6/0 26/6/14 Y N N N N No +Z FO 7 ROOF kOOF2 Line Ld Collat Gray 25.00 plf 212/0/0 22/0/0 29/0/0 Y N N N N No •Z FO 7 ROOF RODF2 Point Ld Snow 13.66 k 323/6/0 1/6/0 26/8/2 Y N N N N No -Z f0 6 ROOF ROOF1 /6/ ) Point Ld Dead Weight 3.72 k 70/5/14 10 26/0/10 V N N N N No -Z FO 25.00 pit 230/11/15 22/010 28/7/4 1 (1.333) 1.00 Wind 1 Right 2 (1.333) 1.00 Wind 2 left 7 ROOF ROOF2 Point Ld Wind 1 Right 6.59 it 323/6/0 1/6/0 26/8/2 Y N N N N No +Z FO 6 ROOF ROOF1 Point Ld Collat Gray 4.37 k 70/5/1/1 1/6/0 26/0/10 Y N N N N No -Z FO 7 Ri 7F ROOF2 Line Ld Collet Gray 25.00 plf 230/11/15 22/0/0 28/7/4 Y N N N N No 7 ROOF ROOf2 Point Ld Wind 1 Left 6.59 k 323/6/0 1/6/0 26/8/2 Y N N N N No +Z FO 6 ROOF ROOF1 Point Ld Live 10.93 k 70/5/14 1/6/0 26/0/10 Y N N N N No -Z FO 25.00 plf 230/11/15 1/0/0 28/7/4 Z FO 3 (1,333) 1.00 Wind 3 Right 7 ROOF ROOF2 Point Ld Dead Weight 3.72 k 298/5/15 1/6/0 27/2/6 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Snow 13.66 k 70/5/14 1/6/0 26/0/10 Y N N N N No -Z FO 4 WALL WR Point Ld Wind R1 4 (1.333) 1.00 Wind 4 Left �I dge 6.46 M 434/0/0 1/6/0 24/3/8 Y N N N N No +x FO 7 ROOF ROOF? Point Ld Collat Gray 4.37 k 298/5/15 1/6/0 2712/6 Y N N N N No I FO 6 ROOF ROUF1 Point Ld Wind 1 Right 6.59 k 70/5/14 1/6/0 26/0/10 Y N N N N No +Z FO 2 MALL WL Point Ld wind �� Ridge 6.46 k 0/0/0 1/6/0 7.4/6/0 Y N N N If ao X F� BRACING: 7 ROOF ROOF2 Point Ld Live 10.93 k 298/5/15 1/6/0 27/2/6 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Wind 1 Left 6.59 k 70/5/14 1/6/0 26/0/10 Y N N N N No +Z FO 4 WALL WR Point Ld Wind 11 Ridge 2.02 k 434/U/0 24/0/0 24/3/8 Y N N N N No +X FO 1 (1.3]3) 1.00 wind 1 Right 7 ROOF ROOF2 Point Ld Snow 13.66 k 298/5/15 1/6/0 27/2/6 Y N N N N No 1 FO 6 ROOf ROOF1 Po1nt ld Dead Weight 3.72 k 45/6/0 1/6/0 25/6/6 Y N N N N No i FO 2 WALL WL Point Ld Wind Ridge 2 (1.333) 1.00 Wind 1 left (� 2.02 k 0/0/O 24/0/0 24/6/0 Y N N N N No -x FO Left 3 (1,333) 0.71 Seismic k 7 ROOF ROOF2 Point Ld Wind 1 Right 6.59 k 298/5/15 1/6/0 27/2/6 Y N N N N No +Z FO 6 ROOF ROOF) Point Ld Collat Gray 4.37 k 45/6/0 1/6/0 25/6/6 Y N N N N N� -Z FO b ROOF ROOF1 Point Ld Coltat Gray 4.37 k 120/5/15 1/6/0 27/112 Y N N N N No -Z FO 4 (1.,33) 0.71 Seismic Lleft 7 ROOF ROOF2 Point Ld Wind 1 Left 6.59 k 298/5/15 1/6/0 27/2/6 Y N N N N No +Z FO 6 ROOF ROOFI Point Ld Live 10.93 k 45/6/0 1/6/0 25/6/6 Y N N N N No -Z FO 7 ROOF ROOF2 Polnt Ld Wind �� Ridge 4.70 423/5/15 1/6/0 24/7/2 Y N N N N Na +Z TO 7 ROOF ROOF2 Point Ld Dead Weight 3.72 k 273/5/9 1/6/0 2718110 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Snow 13.66 It 45/6/0 1/6/0 25/6/6 Y N N N N No -I FO 7 ROOF ROOF2 Point Ld Wind Ridge 6.59 k 398/5/14 1/6/0 25/1/6 Y N N N N No +Z FO WADI 7 ROOF ROOF2 Point Ld Collat Gray 4.37 k 273/5/9 1/6/0 27/8/10 Y N N N N No •Z FO 6 ROOF ROOF1 Point Ld Wind 1 Right 6.59 k 45/6/0 1/6/J 25/6/6 Y N N W N No +Z FO 7 ROOF ROOF2 Point Ld Wind �I Ridge 6.59 k 373/6/0 1/6/0 25/7/10 Y N N N N No +2 FO ---- 7 ROOF ROOF? Point .d Live 10.93 k 273/5/9 1/6/0 27/8/10 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Wind 1 Left 6.59 k 45/6/0 1/6/0 25/6/6 Y N N N N No +Z FO 7 ROOF ROOF2 Point Ld Wind Ridge 6.59 k 348/5/14 1/6/0 26/1/14 Y N N N N Yes +Z FO 7 ROOF ROOF2 Point Ld Snow 13.66 k 273/5/9 1/6/0 27/8/10 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Dead Weight 3.40 k 2016/0 1/6/0 25/0/2 Y N N N N No -Z TO 7 ROOF ROOF2 Point Ld Wind ;� Ridge 6.59 k 323/6/0 1/6/0 26/8/2 Y N N N N No +Z FO PLM PLN PLN TOAD TWD START/EMD x COOIID Y COORD Z COORO LOAD APPLICATION SPT LOAD LOAD 7 ROOF ROOF2 Point Ld wirvi 1 Right 6.59 k 273/5/9 1/6/0 27/8/10 Y N N N N No +Z FO R ROOF ROOF1 Point ld Collat Grav 3.98 k 20/6/0 1/6/0 25/0/2 Y N N N N No 2 FO 7 ROOF ROOF2 Point Ld Wind �� Ridge 6.59 k 298/5/15 1/6/0 27/2 6 Y N / N N N No +2 i0 TP NAME__ TYPE CAS � lD MAGNITUDE . LOCM LOCM _-_- - _ - I 7 ROOF ROOF2 Point Ld Wind 1 Left 6.59 k 273/5/9 1/6/0 27/8/10 Y N N N N No +I FO 6 ROOF ROOf1 Point Ld Live 9.95 k 20/6/0 1/b/O 25/0/2 Y N N N N No -Z FO I 7 ROOF ROOF2 Point Ld Wind �� didge 6.59 k 273/5/9 1/6/0 27/8/10 Y N N ---- _ ---___ --_ IOCN Frm Brc Grt Prl Pnl CODE DIR LOCN N N No Z FO 4 WALL WR Point Ld Wind 1 Right 6.78 k 434/0/0 1/6/0 24/3/8 Y N N N N No X FO 7 ROOF RODFZ Point Ld Dead Weight 3.72 k 248/6/7 1/6/0 28/2/14 Y N N N N No -Z FO 6 ROOF ROOf1 Point Ld Snow 12.43 k 20/6/0 1/6/0 25/0/2 Y N N N N No -Z FO 7 ROOF ROOF2 Point Ld Wind �� Ridge 6.59 k 248/6/7 1/6/0 28/2/14 Y N N N N No +1 FO 4 WALL WR Point Ld Wind 1 Left 5.84 k 434/0/0 1/6/0 24/318 Y N N N N No +X FO 7 ROOF ROOF2 Polo, Ld Collat Gray 4.37 k 248/6/7 1/6/0 28/2/14 Y N N N N No -Z FO 6 ROOF ROOF1 Point Ld Wind 1 Right 6.00 k 20/6/0 1/6/0 25/0/2 Y N N N N No +Z i0 7 ROOF ROOF2 Point Ld Wind �� Rldgr. 6.59 k ?.23/6/7 1/6/0 28/9/2 Y N N N N No +Z FO 2 IIAII Wt Paint Ld Wind i Right 5.84 k 0/0/0 1/6/0 24/6/0 Y N N N N No X i0 7 ROOF ROOF2 Pn1nt Ld Live 10,93 k 48/6/7 1/6/0 20/2/14 Y N N N N No Z FO 6 ROOF ROOF1 Point Ld Wind 1 Left 6.00 k 20/6/0 1/6/0 25/0/2 Y N N N N No +Z FO 6 ROOF ROOF) Point Ld Wind �� Ridge 6.59 k 195/6/0 1/6/0 28/7/14 Y N N N N No +1 FO WAIL Wt Point Ld Wind 1 left 6.70 k 0/n/0 1/6/0 24/6/0 Y N N N N No +X FO 7 ROOF ROOf2 Point Ld Snow 13.66 k 246/b/7 1/6/0 28/2/14 Y N N N N No -Z FO 6 ROOF ROOF1 Tapered Snow 0.00 psf 0/0/0 20/3/8 24/7/0 Y N N Y Y No -Z FO I 6 ROOF ROOF1 Point Ld Wind �� Ridge 6.59 k 170/5/15 1/6/0 28/1/10 Y N N N N No +Z FO 4 WALL We Point Ld Wind 1 Right 2.02 It 434/0/0 24/0/0 24/3/8 Y N N N N No -X FO 7 ROOF ROOF2 Point Ld wird 1 Right 6.59 k 240/6/7 1/6/0 20/2/14 Y N N N N No +Z 70 0.00 pof 211/11/15 20/3/8 29/0/0 6 ROOF ROOF1 Point Ld Wind Ridge 6.59 It 145/6/0 1/6/0 27/7/6 Y M N N N No +Z FO 4 WAIL Lal Point Ld Wind 1 left 2.02 It 434/0/0 24/0/0 24/3/8 Y N N N N No +X FO 7 ROOT ROOF2 Point Ld Wind 1 left 6.59 k 248/6/7 1/6/0 28/2/14 Y N N N N No +Z FO 21.00 psf 211/11/15 25/0/0 29/0/0 6 ROOF ROOF1 Point Ld Wind Ridge 6.59 It 120/5/15 1/6/0 27/1/2 Y N N N N no +Z FO 2 WAIL WL Point Ld Wind 1 Right 2.02 it 0/0/0 24/0/0 24/6/0 Y N N N N No -X FO 6 ROOF ROOF1 Point Ld Dead Weight 3.94 k 195/6/0 1/6/0 28/7/14 Y N N N N No -Z FO 21.00 psf 0/0/0 25/0/0 24/710 6 ROOF ROOF Point Ld Wind Ridge 6.59 It 95/5/14 1/6/0 26/6/14 Y N N N N No +Z FO 2 YAII k 2 Wal Point Ld Ylyd 1 Left 2.0 0/010 24/0/0 24/6/0 Y N N N N No *X FO 63 k 6 ROOF ROOF1 Point Ld Collat Gray 1. 195/0/0 1/6/0 28/7/14 Y N N N N No -Z FO 7 ROOF WL Point Ld Dead Weight 2.02 k 42315!15 116/0 24/7/2 Y N N N N No -Z FO 6 ROOF ROOF1 Tapered Snow 21.00 psf 0/0/0 0/0/0 24/7/0 Y N N Y Y No -Z FO 6 ROOF ROOF1 Point Ld Wind �� Ridge 6.59 k 70/5/14 1/6/0 26/0/10 Y N N N N No +Z FO 6 ROOF ROOF1 Point Ld live 11.60 k 195/6/0 1/6/0 28/7/14 Y N N N N No •I FO 7.1.00 psf 0/0/0 25/010 24/7/0 6 ROOF ROOF1 Point Ld Wind Ridge 6.59 It 45/6/0 1/6/0 25/6/6 Y N N N N No +1 FO 7 ROOF ROOF2 Point Ld Collat Gray 3.10 it 423/5/15 1/6/0 24/7/2 Y N N N N Nr •Z FO 6 Poor ROOF1 Point Ld Snow 14,48 k 195/6/0 1/6/0 28/7/14 Y N N N N No -Z FO 0.00 psf 4/8/8 25/0/0 24/8/3 6 ROOF ROOF1 Point Ld Wind Ridge 6.00 It 20/6/0 1/6/0 25/0/2 Y N N N N No +Z TD 7 ROOF ROOF2 Point Ld live 7.76 It 423/'/15 1/6/0 24/7/2 Y N N N N NO -Z FO 6 ROOF ROOF1 Point Ld Wind 1 Right 6.59 k 195/6/0 1/6/0 2817/14 Y N N N N No +Z FO 0.00 psf 4/8/8 0/0/0 24/8/3 2 WALL WL Point Ld Seismic Right 1.02 k 0/0/0 1/6/0 24/6/0 Y N N N N No -X. FO 7 ROOF ROOF2 Point Ld Snow 9.41 It 423!5/15 TWO 24/7/2 Y N N N N No •Z FO 6 ROOF ROOF1 Point Ld Wind 1 Left 6.59 k 195/6/0 1/6/0 28/7/14 Y N N N N No +Z FO 7ROOF ROOF2 Tapered Snow 21.00 psf 212/0/1 25/0/0 29/0/0 Y N N Y Y No -7 FO 2 PALL WL Point Ld Seismic left 1.02 k 0/0/0 1/6/0 24/6/0 Y N N N N No +x FO 7 ROOF ROOF2 Point Ld Wind 1 Right 4.10 k 423/5/15 1/6/0 24/7/2 Y M N N N No •i f0 1 ROOF R0012 Point Ld Yind 1 frit 6 ROnF ROOF1 Point Ld Dead Weight 3.72 k 170/5/15 1/6/0 28/1110 Y N N N N No -Z FO 21.00 psf 434/0/0 25/0/0 24/4/8 4 WAIL WR Point Ld Seismic Right 1.02 k 434/0/0 1/6/0 24/4/0 Y N M M N No -X FO 4.70 k 413/5/15 1/6/0 24/7/2 Y N N N N No +Z FO 16 RL,7F ROOF1 Point Ld Collat Gray 4.37 It 170/5/15 1/6/0 2811/10 Y N N N N No -Z FO 0.00 psf 434/0/0 20/3/8 24/4/8 4 PALS LIR Point Ld Seismic Left 1.02 k 434/0/0 1/6/0 24/4/0 Y N M N M No +x FO 7 ROOF ROOF2 Point Ld Dead Weight 3.72 k 398/5/14 1/6/0 25/1/6 Y N N N N No -Z FD 6 ROOF ROOF1 Point Ld Live 10.93 k 170/5/15 1!6/0 20/1/10 Y N N W N No Z FO 0.00 psf 212/0/1 20/3/8 29/0/0 7 ROOF ROOF2 Point Ld Collat Gray 4,37 k 398/5/14 1/6/0 25/1/6 Y M N N N No •Z FO 6 ROOF ROOF1 Point Ld Snow 13.66 k 170/5/15 1/6/0 20/1;10 Y N N N N No -2 FO 7 ROOF ROOF2 Tapered Snow 0.00 � 7 ROOf Roof2 Point Ld live 10.93 k 398/5/14 1/6/0 25/1/6 Y M N N M No -Z f0 Pe psf 429/./8 2510/0 24/5/11 Y N N Y Y No -Z FO 6 ROOF ROOF! Point Ld Wind 1 Right 6.59 k 170/5/15 1/6/0 28/1/10 Y N N N N No +Z FO 0.00 psf 429/3/8 O/0/O 24/sill 7 ROOF R'',F2 Point Ld Snow 13.25 k 398/5/14 1/6/0 25/1/6 V N M M N Na -2 FO 6 ROOF ROOF1 Point Ld Wird 1 Left 6.59 k 17J/5/15 1/6/0 28/1/10 Y N N N N N + Mt 2 FO 7 ROOF o"2 Point Ld Wind 1 Right 6.59 k 398/S/14 1/6/0 25/1/6 Y N N N N No +Z FO 21.00 psf 434/0/0 0/0/0 24/4/8 6 ROOF ROOF1 Point Ld Dead Weight 3.72 It 145/6/0 1/6/0 27/7/6 Y N N M N No -Z FO 21.00 psf 434/0/0 25/0/0 24/4/8 7 ROOF ROOF2 Point Ld Wind 1 left 6.59 k 398/3/14 1/6/0 25/1/6 Y N N N N No •Z f0 6 ROOF ROOF1 Point Ld Collet Gray 4.37 k 145/6/0 1/6/0 27/7/6 Y N N N N No -2 FO 7 ROOF ROOF2 Point Ld Dead Weight 3.72 k 373/6/0 1/6/0 25/7/10 Y N N N N No -Z FO 7 ROOF ROOF2 Point Ld Collat Gray 4.37 It 248/6/7 1/6/0 28/2/14 Y N N N N No -Z FO 7 ROOF Ri1OF2 Point Ld Collat Gray 4.31 It 373/6/0 1/6/0 25/7/10 Y N N N N No -Z FO 6 ROOF ROOF1 I3int Ld live 10.93 it 145/6/0 1/6/0 27/7/6 Y N N M N No -Z FO 7 ROOF kOOF2 Point Ld Collat Gray 0.75 It 342/11/11 16/0/0 26/3/4 Y N N N N No -Z FO 7 ROOF ROOF2 Point Ld live 10.93 it 373/6/0 1/6/0 25/7/10 Y N M N N No -2 FD 6 ROOF ROOF1 Point Ld Snow 13.66 it 145/6/0 1/6/0 27/7/6 Y N N N N No -Z f0 7 ROOF ROOF2 Point Ld Collat Gray 0.75 k 415/0/1 9/6/0 24/9/4 Y N N N N No -Z FO 7 ROOF ROOF2 Point Ld 11now 13.66 k 373/6/0 1/6/0 25/7/10 Y N M N N No -Z 10 6 ROOF ROOF1 Point Ld Wind 1 Right 6.59 it 145/6/0 1/6/0 27/7/6 Y N N N N No +Z FO 7 ROOF ROOF2 Point Ld Dead Weight 3.94 k 223/6/7 1/6/0 28/9/2 Y N N N N No -Z FO 7 ROOT 1=2 Point Ld Wind 1 Right 6.59 it 373/6/0 1/6/0 25/7/10 Y N It M N No •Z f0 6 ROOF ROOF1 Point Ld Wind 1 left 6.59 it 145/6/0 1/6/0 27/7/6 Y N N N N No +Z FO 7 ROOF ROOF2 Point Ld Live 11.60 It 223/!7 1/6/0 28/9/2 Y N N N N No -Z FO 78811 SW Darfmpdit 6 ROOF ROOF1 Point Ld Dead Weloit 3.72 k 120/5/15 1/6/0 27/1/2 Y N N N N No -Z FO 7 ROOF ROOF2 Point Ld Snow 14.44 k 223/6/7 1/6/0 281912 Y N M N N No -1 FO 7880 SW Dsf&nouthStr BUP1!lS�004l7,R3EC1!!iil-0080- 7850 SW Dartmouth Sir. 7850 SW Dartmouth Sir. 9UP1!! 4"97,NEC1999.0000!! BUP1999-00197,MEC1999-00509 i - --�-v N of 203 - -_-.-- -----,_.-__----___--- -- 82 of 207 - - B11P1991-004!7,MEC1999-00309 64 Of 203 --------�-�..- 83 of 207 --- � -- ---- - Z' J CiTI1iUil 111111 ilI Illlllllii1lllllll;11llli LEGIBILITY STRiP f) illllllllllllllllllllllllllllllllllllll�,lllllllllllllllllllllllllllllllllilllllllllllllllllll�lll Illi, ilii pl!il,'i Q 1 2 -1 4 ;; v1d + - ~- ---- ITTai cm 10 1 1 12 13 14 la 17 18 19 210 211 22 23 24 25 28 27 2A 29 30 �If AN-& 11111,41,111 111111 illu- -1 CD 2 5 •rL - - VP Buildings LOADING REPORT DATA:: 12/22/99 �VP Buildings VP Buildings _-- Buildings SECONDARY STRUC', JRAL BRACING BRACING VP (Projeu Name 4485 Costen Tigard,l3R) TIME: 13:27 DESIGN DATA DATE: 12/22/99 DESIGN DATA DATE. 12/22/99 DESIGN DATA DATE: 12/22/99 - - IVP Quote No ME99012M]1,00:) PAGE: 08 of 08 (Project Name: 4485-Costco Tigard,OR) IPtu)ect Namc: 4485-Costco Tigard,OR) (Project Nahic 4485CostcoTigard,ORI TIME: 11:41 (VP Order No ME9970372-)0) 1)70,11 (Addition) TIME: 11:41 (VP Quote No ME99012583 TIME: 11:41 - _T (VP Quote Nu.: MF.y9012583-001) (VP Quote No.: ME99012583-WI) -OOIi PAGE: Vtrabo 3.6 (VP Order Nc,.: ME9970372-00) PAGE: O1 Or 59 - -_!T„ (VP Older Nc : ME9970372-W) PAGE: 02 of Si _--�- -_ (VP Order Nu ME9970372+X)) AG 03 Of 59 _ 1376 11 fAdditiun)�^ 1370 11 Addi ton - ---- - --- 1370,I1 iAddiuon) -`--- - �--- DA6tY 6TRUCM DESIGN SAjblbtARY Vendors 3.6 :BRACING DESIGN M13MlD�R 51I1MMA�Y- - - - VtJslOb 3.6 _J BRACING 11�bISEX DESIGN:;I 1Mb1.1RY VNdola 3.6 _ ---'�" - --- --- -� Max Max Max DESCR IP11ON: DESCRIPTION: Brc1 flrc2 Plane Frames Lanes Strut! St1 S[rut2 St2 Brace Length Brace Streif Cntrlg VP Buildings Purlins, Girts, Eave Purlins, and Miscellaneous Secondary Fuming Members are typically cold-f)rmed Diagonal Roof Bracing is typical! used No. No- _Name__ From_To _ No. load No___Load Shame _ -�t.1 Load Ratjo Ld Comb 2-shaped or C-shaped members, either 6 1/2", 8 1/2", or 11 1/2" in depth. y by VP buildings to resist latera wind loads and seismic forces acting perpendicular to the rigid frames. This Diagonal "X"-dracing transmits the applied loads throughout the roof planes, ANALYSIS: delivering them to vertical bracing systems, Arid eventually Into the foundation. Vertical Bracing systems are typically 51,mp(e Purlins and Gilts analyzed as simple beams, supported at each end by the Primary Frames. The boundary conditions diagonal "X"-Bracing similar to roof lane bracing, although may also utilize vertical diaphragm, I p ng' g y Ph gm, mument-resisting frames, used assume pinned connections at each frame e r concentric braced frames utilizing tension/compression members or tension onlymembers, or other t note = Rodl and Rod2 are cross diagonals- uppo t and span lengths pa ng equal to the distance between the frame centerlines. ytxs of bracing systems, Continuous Purlins and Girts- analyzed as continuous beams, utilizing y as permitted by Specifications. Strutl anti Stru:2 are the struts at the end of cross diagonals. g the Stiffness Method of indeterminant anal cis. Purlin or- Girt continuity over from supports is developedb extending them inti+ Y g adjacent bays and lapping to ANALYSIS: each other to provide a double section in the region of highest moment. Pinned-connections occur at purlin or girt ends. VP Buildings Diagonal Bracing is analyzed by the Stiffness Method for the applies wire! loads and seismic loads � LI��r �,(,V• 5�f � M 1 �, DESIGN: acting on the structure. All diagonal members are assumed to be considered to hav pi med connections, while mordent frames are typically assumed to be MSC Type 1 Construction (rigid frames). with pinned Purlins, Girtc and Other cold formed secondary structural members are designed in accordance with the American Iron and ed base connections. Steel Institute (41 51), typically using steel based upon ASTM A570 or A607, Grade 55. DESIGN: Diagonal Bracing is designed for axial forces, using the prevailing Al5C Allowable forces acting on the Net Area Of each member. Moment frames are a:so designed in accordance with AISC allowed working stresses. f OG V i0O V �_STFUCiYfR,A (yADS(j41{�ApY _ �-• _ _ _' MATERIAL: Live Load 20.00 PSF Add'( Dead(Gravity): 8.00 PSF Dete:12-18.99 Time:15:48) Typical Rod Bracing used by VP Buildings is 65 ksi Structural Steel. Angle bracing is typically SO ksi steel, Ground Snow Load: 25.00 PSF Sheeting 1.13 PSF Buildings -1.0y f( E� ./b)(�.S)�1 2,LS)1 I S. I ! 1 6 r� I Wind Load 60.OU MPH : tube bracing is 46 ksi, and moment frames are typically designed aril constructed from 50 ksi steel. -- - Total Deed load 9.13 PSF(7 D Bldg Wind Pressure 12.43 PSF Secondary Wind Pressure 12.45 PSF / Add'( Dead(Uplt): .00 PSF I ��-��~ �'^� ....."..............................� Building Code 971JBC Bldg Use Category 4 Live load 20.000 PSF Add'l Dead(Grovity): 8.000 PSF Date:12-18-99 Time:15:48 Building Exposure Factor : e Ground Snow 25.000 PSF Roof Seismic Zone ; ; ,'Hou 25.000 P!:F Secondary Exposure factor: Enclosure Factor: Enclosed Frame Dead load 2.5500 PSF Purlins/Sheet'ng 2.100 P5F (y _ / 8 i wind Load 80.00 MPH( 12.434 PSF) Add'l Dead(Uplt) .000 PSF007 Load Combinations for Cirt Design r' IBul!ding Code :97UBC Bldg Use Category :4 c•0� y Load Stress$�1 _Gse Factor _ _ Load C _ ombinations Exposure Factor :B Srisric Zona :3 Enrlosure Focto1 1.33 1.00 wind 1 Right - - - -- �a w 9;0-, 0'a5' 0.76' 0'75'_0 '�?S' 0 '•0' '-0' -0 -0' -0' -0' -0' r.Enclosed 2 1.33 1.00 Wind 2 Life � -- --- --- q .5 0' 4a'-�' •a a' 64' 0' 64' 64'-0' 6D'-0- 4I Load Stress Design 3 1.33 1..00 Wind 3 Right t 4 1.33 1.00 Wind 4 Left - .� - _--- -- -.�. - ---_ _. .... -.-._.;._�_�- Cate Factor Case 7r �i Load Combinations • 1 1.33 Y 1.00 wind 1 RightX •14 I N Load Combinations for Purlin Design 3 1.33 Y .71 Seismic j 2 1.33 Y 1.00 Wind 1 left _.�------ -••�-�-' Load Stress Left 4 1.33 Y 71 Seismic left _ -a J Right Case Factor Load Combinations _ ^ - _ - _ 1 1.00 1.00 Dead Weight + 1.00 Collet Gray + 1.00 Live - 2 1.00 1.00 Dead Weight + 1.00 Collat Gray + 1.00 Snow s notes 3 1.33 1.00 Dead Weight + 1.00 Wind 1 Right Building has no wall bracing of any type, shear wells assumedS e 15 i't')te: S TrCt,T La#0 4 1.33 1.00 Deed Weight + 1.00 Wind 2 Left -" L E F f Load Combinations for Girt Deflection IE n.o(,,,q L,. Eq� �o�,c.C Load Stress Case factor Load Combinations _ 1 1.00 .75 Wind 1 Right �F= �• � ( I2•Y l4I�/�� y'S) }- � V)4V( .J- ) oflIJ _ U / �l / / _-_ ---- - _ _ _ 5%1 S �4,6� � 1�� I.S� 125� 1 ��- t. 4�f1 �( l.S�l.2s)( 19 �� 7h1k 2 1.00 .75Wind 2Left /o o v) �- 3 1.00 .75 Wind 3 Right l U 0 0 M o V I Ur 0 u 4 1•u0 .75 Wind 4 Left Load Combinations for Purlin Deflection 7850 SW Dartmcuth Sir. Load Stress BUp1999.00497,MEC1999.00509 65 of Y03 7860 SW Dartmouth Str. 78R0 SW Dartmouth Sir.7850 SW Dartmouth Sir. BUP1999.00497,MEC1999.0050g BUP1999.00497,MEC1999-00509 ----------••- -�-- 88 of 40J B11P1999-00497,MEC1899.00609 L 68 0} 407 67 of 203 - VP Buildings SECONDARY STRUC'i JRAL VP Buildings SECONDARY STRUT'_ JRAL g SECONDARY STRUC'. .1RAL VP Buildings V SECONhARY STRUT JRAL DESIGN DATA DATE: 11:41 9 SIGN DATA DATE: 12/22/99IN- DESIGN DATA HATE: 12/z2/99 P Buildings (Protect None 44RS�Costco Tigard,OR) TIME: 11:41g (VP Quote No AL990125834X)I) (Project Nariu: 4485-Cosico Tigard,OR) TIME 11'41 DESIGN DATA DATE: 12/22199 PAGE: 04 or 59 (VP Quote No.: ME99012583-01i1) (Project Name: 4x85-Costco Tigard,OR) _ (VP Osler Nu ML9970372 W1 g TIME: 11:41 (Project Namc 44A5•C'osuo Tigard,OR) _ 1370.11 (Additi n (VP Order No.: ME9970372-00) PAGE: 05 or 59 (VP Quote No : ME99012583.0011 TIME: 11:41 1370 11 (Addition) PAGE: 06 of 59 (VP Quote Nu ME990125R3-1X11) �QrIpAltY ATRUCTl11�L�,g��ING Bl1MMAR�------------- Version�.6 -- -r�___._........... ..--....,_,.."_ (VP Osler No : ME9970372JX)) -- VURIJMA61rA1~5ICNSTIIJINGSUM1413,Ry_ V pp 3.6 - _ __ - __ 370,11 (Addition] (VP Order Nu : ME99703724)(1) PAGE: 07 of 59 SCORMY S1�t(J�AL I)M(;N STRING SU ARY Version 3.6 --- -_ �dtnr'n - C��e Factor ---.. ---l oad�aaibi nest i ons M�-- _ SECONDARY MUC'TURAL DESIGN STRING SUMMARY V n,.6 370 I - ---. _ 1 1.00 1.00 Snow --- � ____-_._ ____-- 18007 22.5 8.5"x.059" Z S-Girt l .78 .00 .78 .00 1 I I 1 a 1 N- T Second-y DesiQri Successfully Completed 98002 8.3 0.5"x.118" 86 S Girt 16 .00 .16 .00 1 ItE Pin ffl� r . f~1 �.1 I '1 _ ►�1 -- ---- -- ---- _ _- --• --- ---Secondary D._esi�5uccessfull��LqnR►eted ----- - - Design No. 5_Plane = WL (Side Wall L Start X =0" Y ■11-6'_Z -181-0-11 0 tyL 1 - Design No. 11 Plane w8 (End wait) (Start X ■434'-0" Y ■25'-0" Z •81-011 UP so' l -------- End 1 Span -------- l --Interior Span l -------- End 2 Span ----•--- r l -•••--•- End 1 Span •--••••- I -Interior Span •• I •-•••--• End 2 Span -• 6 y0 tIP e N 11 N IIP Sep Seg Segment l Actual Stress LV Lap l Actual Stress- Ld ( Actual Stress Ed lap Sep Seg Segment I Actual Stress Ld Lap I Actual Stress Ld l ---Actual Stress Ld lap 1-_ No. Length Descri tion Bend Shr Comb we Case L th Bend Shr Corrb Wcp Case Bend Shr Comb We g No. Len th_ Descr ption 8err1SIir�Comb� Wcp Cese Lath I Berx1�Shr1Comb�W� _Case ( Bend1;hrlCombl��Cese_l th I'L � -� i____l_._1.__-�-_P__�-1__-L 1 I -.J-� .L Case L th 18008 1.5 8.5"x.059" Z S-Girt l .01 OD 01 .00 3 l 18018 10.5 E.5"x.059" C S-Girt I ,08 .00 OE .00 1 1 N• 1 N Second�Desian Successfully Corepleted / 7 �`''v / 1 y 1 y �-� --------_._��---- -- - --•- ---. ._-, 18019 25.0 8.5"x.059" C 5-Girt l .44 .00 .44 .00 1 l t2 ` C 116u1 / �'� J y 19020 25.0 8.5"x.059" C S-Girt 1 ,44 .00 .44 .00 1 6 h' ZEE 6 H' CEE a a' ZEE a M' CtE Design No. 6 Plane • WL-.--(Side Wall Start X =0" Y "15'•0" 1 =23'-0" at 1 - 1 OE NE I% S% % S% DESIGN IX S% % S% DESION ix �• Z4% --------- 2-i I n-�i_S' THICKNESS IN% INJ IN% INJ THICKNESS IN4 INJ IN+ INJ TNICKNCSS IN+ iNJ -------- End 1 Span -.•---•'- •- pan -• -------- ref 2 Span -•-• 5"x 059„ C a 0 1 25 0 8 S-Girt 44 00 44 00 1 l 11-lrti I %J mlii, -- - I pa I I E 18022 25.0 9. S-Girt .44 .00 .44 .00 1 l 05 .66 9_ 19. iT7e Leg Se 9_x.3 NA, q Seg Segment l -Actual Stress•- Ld lapl -Actual Stress- ld l ---Actual Stress--- Ld La „ � u P 19023 25.0 9.5 x.0u9 C S Girt l .44 .00 .44 .00 1 n, 561 n,i 1:601 e., 1 No_ Length Description �1Berd 5hr�omb� WCp_Cese Lgth Bend1hr1CtxrbfWcp Case-Bend Shr CorTb�Wc CaseI.gth 18024 25.0 B.5"x.059" L S Girt ( -44 .00 .4L 00 1 0f12 91 . 1.59911.4 1.�9A,' 09 +• 408 18009 1.0 8.5"x.059" Z S-Girt l .44 .00 .44 .00 1 s 79 l .36 .8U 77 .00 1 l i + 7Be t 41 - I i i 18010 22.5 P,.S"x.059°1 Z S-Girt I .51 .2.1 .51 .00 2 I 18025 25.0 8.5"x.059" C S-Girt 19026 25.0 8.5"x.059" C S-Girt l .44 .00 .44 .00 1 I / 6 Y)" GIRTS / PURLINS 8 W GIRTS PURLINS 18011 1.5 8.5"x.059" Z S-Girt I .49 .53 .49 .00 2 l I 19027 13.0 8.5"x.059" C S-Girt I ..12 .00 .12 .00 1 l - / 11 45" PURLINS --- _ - Secondary Design Successful Completed 18028 15.0 8.5"x.059" C S-Girt I .15 .00 .16 ,00 1 - _ Deal No. T Plant WL LSide MallL Start X =0" Y ■25'-0"_Z =28'-0" aty:-. 1- u 8.5"x.0591, C 2ti 25 0 S-Girt 44 00 44 --- - -_--iS-Girt I .44 .00 .44 .00 1 19030 25 0 Design No, 1 Plena = WL (Side Walt) [Start X •0" Y =25'-0" Z ■'8'•0" at 1 -------- End 1 Span ------- interior Span End 7. S ] -- __- ( Pa l wr __ I pan -------- 16031 25.0 tl.5"x.059" C S-Girt l .44 .00 .44 .00 1 l ' End 1 span l --Interior Spen l ---•---- End 2 Span -------- Seg Seg Segment l •Actual Stress•- Ld Lap I -Actual Stress- Ld l ---Actual Stress--- Ld Lap 16032 25.0 8.5"x.059" C S-Girt .44 .00 .44 .00 1 Sea Seg Segment l -Actual Stress-- Ed Lap l -Actual Stress- Id l ---Actual Stress--- 'd Lap No. Length Description I Bendl ShrlCOml1 We Cese 18th I Bandl Shr Comb Wc: Case_l-Bend Shr Cont We Case l the 16033 25.0 8.5"x.059" C S-Girt l .44 .00 .44 .00 1 No. Ler�th -Description Bend Shr Cambl Wcp Case L th Bend�shrfrombCeae f Bend Shr Corrb Wcp Cese lath 18012 1.0 8.5"x.059" Z S-Girt I .27 .60 .44 .00 1 l 16034 15.0 8.5"x.059" C S-Girt I .44 .00 .44 .00 1 ----I-�__ I I I .44 .00 .44 .00 1 16000 1.0 8.5"x.059" C S-Girt I -24 .40 .24 .00 2 I ---i 16013 22.5 8.5"x.059" Z S-Girt I .38 ,16 .38 .00 2 I 16035 25.0 8.5"x.059" C S-Girt 18MI 22.5 8.5"x.059' C S-Girt .24 .11 .24 .00 2 l 18014 1.5 8.5"x.059" Z S-Girt I .37 •39 .37 .00 2 I 18036 20.5 8.5"x.059" C 5-Girt .30 .00 ,30 .00 1 l 18002 1.5 E.5"x.059" C S-Girt I .23 .26 .23 .00 2 I Secondary-Res ign Succesafully_Canpleted Secondary Design 5uceecstull C feted _ SecondareDesian S'xcessfully Complained ---- - ----- - Design No. 8 Plane Ill-- ((Side Wall) Cstart X =0" Y =25'-0" Z ■30'-3�2'�L_at.y_1 _- -g- - S 34' 0" r 25' 0" 2 13' 0"j Desi n No. 2 Plane = WL -(Side Wall) [Start X =0" Y =25'-0" 2 -13' 0" at 1 - - -__ Plane End we (Start X •4 = at 2 - -------- Erxf 1 5 ---..--- De n Plane WB -_S_-- s No. 12 Ple --- I--_-.�� pan I --interior Span l -------• End 2 Span ••--••- ----- l ----...- End 1 Span •_••-•-- I --Interior pan -- -•-••--• Env! 2 Span---- End 1 Span ------- I -- End 2 Span Sea Seg Segment l -Actual Stress-- Ld Lap l -Actual Stress- Ld l ---Actual Stress-- Ed Lap Seg Seg segment l -Actual Stress— Ld Lap l -Actual Stress- Ld I ---Actual Stress-•- Ld lap ._....__ I --Interior span -- ------ ___.____ Seq Seg Segment l -Actus! Stress-- Ld Lap l -Actual Stress- Ld l ---Actual Stress--- Ld Lap No. Length Description I Bendl Shr Comb1_Ycp Cese LttLJ_Benc11 Shr1CombJWcp Cese_Bend IShrIComb 1WcpICase Lgth No. Length - DescriptionT I Bendl ShrlConbl Wcp Lase Lath Bandl ShrlComb1wcp Case DendlShr�faib�WcelCese_lyth No. Length Deacrl eti0n -l Bendl ShrlCOmrbl wcp Case Lath I Bend ShrL L'anb_Wc Caae Bend Shr Comb We Case L th_ 16015 1.0 8.5"x.059" C S-Girt I .14 .24 .14 .00 2 l 16037 10.5 8.5"x.059" 2 S Girt I .1e 00 .18 .00 1 l - -L-��--a� l .% 00 .96 .00 1 18004 22.5 8.5"x.059" 1 S-Girt .76 .00 .76 .00 1 18016 22.5 8.5"x.059" C S-Girt I I l .14 .O6 .14 .QO 2 I 16038 25.0 8.5"x.059" Z 5•Girt 18005 1.5 8.511x.059" Z S-Girt I .03 .04 .03 .00 4 l 18017 1.5 8.5"x.059" C S-Girt I .13 .15 .13 .00 2 I 16039 25.0 8.5"x.059" Z. S-Girt l .96 .00 ,96 .00 1 l Secondary Dealgq successfully COrrpleted -___-_ Secondary Design Successfully Completed ____ __,• 16040 25.0 8.5"x.059" Z S-Girt l .% .00 .96 .00 1 rSeq s_i�No. 3 Plane ■ WL Side Wall �' -251-01_1_1 ,. it 18041 25.0 8.5"x.059" Z S-Girt j .96 .DO .96 .00 1 l -,-_L�Start X =0 Y _=1�L' ] atY: 1 Design N0. 9 Plane = WL �Ide Wall) patent X =0" Y =24' 0" Z =22' 2"] gtY: 1 _ l -------- End 1 Span -------- l --interior Span I -------- End 2 Span -------- l -------- End 1 Span -------- --interior Span -- -------- End 2 Span ------•- 18042 25.0 8.5"x.05911 Z S-Girt .S6 .00 .96 .00 1 I w I P 18043 25.(1 8.5 x.059 2 S-Girt l .96 .00 .96 .00 t I Seg Segment l -Actual Stress-- Ld Lap I -Actual Stress- Ld I ---Actual Stress--- Ld Lap Seg Seg Segment l -Actual Stress-- Ld Lap l -Actual Stress- Ld l ---Actual stress... Ld Lap 18044 25.0 8.5"x.059" Z S-Girt l .46 .00 .96 .00 1 l Ne. lergth Description -1 Bend ShrlCombl Wcp Case lgthhBertd Shr Caalb We No. Length Description Bend Shr Comb Case I SendIShrICO*IWCPICase lith l f Wcp Case Lath 1 Bendf Shr1Comb1WC Case BendIShr[ComblWcplCase Lgth 18045 25.0 8.5"x.059" Z 5-Girt l .96 .00 .96 .DO 1 l 16006 1.0 6.5"x.059" 2 S Clrt 1 .00 .00 .00 .00 3 I 96000 8.3 8.5"x.118" 88 S-Girt 1 .15 .00 .15 .00 1 I 18046 13.0 8.51,x.059" : 5-Girt l .2e .00 .26 .UO 1 l Seem ry DesignSuccessfully � _SuecesafullY Completed - _ Secondary Design COleted - 18D47 15.0 6.5"x.059" Z S Girt l .36 .00 .36 .00 1 ( l Design No. 4 Planta • Wl (Side Mall) [Start X ■0" Y -241-0- 1 •?8' 0"] sty: 1 _- Des{ No. 10 Plane ML - (Side Mall) (Start X *011Y •1' 6" 1 -221-2111 at18046 25.0 8.5"x.059" Z S-Girt .96 .00 .96 .DO 1e[: 1 ---__ IM49 25.0 8.5"x.059" Z s-Girt l .% .00 .96 .00 1 l 18050 25.0 8.e."x.059" Z S-Girt l .% .00 .96 .00 1 18051 25.0 8.5"x.059" Z S-Girt I .96 .00 .96 .00 1 l 18052 25.0 8.5"x.059" Z S-Glrt l .% .DO .96 .00 1 l 18053 25.0 8.5"x.059" Z S-Girt l .% .00 .% .00 1 l 7880 SW Gtximouth Str. IW54 25.0 8.5"x.059" 2 S-Girt l .% .00 .% vo 1 l BUP1f1K00497•MFCIM-00609 69 o1 203 7850 SW Dartmo M t. 7660 SW Dartmouth Str. --- --'--- - BUP1999-00447,MEC1Ms0�8 7680 SW Dartmouth Str. 70 of 403 BUP1fN 00497,MEC1999-00599 BUP1N440497,MECI"9 00609 - --- - - - - ._--._.-.�---- -- - -- -.._ --------- ---- _ 71 of 403 72 of 203 - .. v.l�awiaauw.sr�s - I.Ei1t1LITY STRIP CM 0 2 4 �II�I,I 9 �iillli'II IDI 1 n Iilullllallllln'IIIIIII I,nlilll" ilio l I)Inllhllllnlllnnllnlliiilllullnl jilillui!Iul(IIIuIlnlllulllullllnliull Iy _ offi i.l cm ai 8 19 20 21 22 23 24 25 28 27 28 29 30 25X w ...x....... ,A CR,. ,1. r e --SVP Buildings SECONDARY STRUC l, JRAL - VP Buildings SECONDARY STRUCr x JRAL r DESIGN DATA DATE: 12/22/99 DESIGN DATA LA:r: 12/22/99 VP Buildings SECONDARY STRUC ► JRAL SECONDARY STRUC'1 JRAL, (Proyca Name 1485-Costco Tigard,'.)R1 TIME: 11:41:VP Quote No ME99012SM3-0lill (Project Name: 44RS-Costco Tigard,ORI TIl�'i�:: 11:41 VP Buildings IVP Order No MF:99 „372+x11 PAGE: 08 of 59 (VP Quote No : ME99U12583-0VU DESIGN DATA DATE: 12/22/99 DESIGN DATA DATE: 12/22,99 37(1.11 (Addition) (VP Oroee No ME99703�2-01)) PAGE: 09 Of 59 Iect Name: 4485-Costco Tigard,ORI -__--�-L L L _ _ X370 11 (Addition) TIME: 11:41 (Project Name: 4485-Costco Tigard,ORI Vetsfop 1.6 -•�-. (VP Quote No ME99012583-001) f TIME: 11:41 '2YQAIaY STRUCT1111.1L DP �i' ,Q7LING. R1L_ - --` ,00 .64 .00 -1 SB ONDARY SiRUCINJI[tAL DESIGN 1NG WhIM1/►RY -` Verdop3.d --- _- _ _ (VP order Nn. ME.4703 2(]O) T�- PAGE: 111 Of S9 IVP Quote Nu: ME990115R3.001) 1370.11 (Addit101 (VP Ordcr No.. ME9970372-00) PAGE: 11 of 59 18055 20.5 8.5"x.05911 7 5-Girt I •64 � 18112 25.0 8.5"X.059" 2 5-Girt I .71 .00 .11 .00 1 � �- RUG"Ll)�AL�►�ZGAf$fRLNG bVMMARY�-_--�"----� -- I'"-•'-"""-'-'---""`---"-'--' ------------•-•----- .-- 11'(1.I I (Addison___1 Secondary De<Ipn Successfully Ckovieted _ 18113 25.0 8.5"x 059" 2 S-Girt _ ----------___ rty-_ _ Yersiop3.6 NnARY STItU! Il1RAi,DESIGN Srn:Nr 98012 8.3 8,5'x.118 EB (,t rt I ------ ----_ 1 .61 .21 o t .00 2 1 I 0 .00 30 1 -`-- --.- ---- -- J 18114 20.5 8.5"x.054" 2 S-Girt 1 .bl .19 .b1 .00 2 1 3 •UO I - ----- -- �- Secondary.Design Succecsfull C J � Deti n No. 13 Plane = We (End Yt+ll] j;tart x =43G',0" Y =25'-0"_2 =2310" Oiy__-1------��-----m------ _ -----.. a3.fs ----- et 9 _Secondare Design Successfully Completed_ ___ -2481-6-- Y - - '�- •••t E� i Span I Interior Span I End 2 Span I -- End 1 Span - ---• - I --interior Span •- I -------- End 2 Span - Deal n_ Nu. 19 Plane_- we (Er,i Laldstart 248'-6" Y =251-011Z -22' 2 ]- uty: 1 ` - -�'I Seq Seg Segment Actual Stress Ld lap -Actual Stress- Ld I •--Actual Stress-•- Ld Lap Seg Seq Segmv.nt I Actual Stress-- Ld Lap I -Actua: Stress Ld 1 -•-Actual Stress--- Ld lap Design No. 1S Plane .. HES _JE nd wel d [Start X =434'-0" Y =25'-0" Z =30'-3 1/2961 Qty: 1 _ - '- -- ------ --- --1- _ ---_ --• I End 1 S n - Descri ti n end Sh arab .cP a ndlShr Cnmb W� Case L th 110. lMQth Desc'i tion Bend Shr Crab Yc Cose_L th Send hrlCO°b Wcp Gee Bend Shr Comb ucC Case L th J No. length Q o Send Shr Cath Ycp Case Lgth B 1 r C Y C to ( ?;: P+ I Interior Span --_-_-_ rid 1 023 B 3 9.5"x.11811 --' S -P_ I _ - -1-- ---1_- -1-.---p --- q-- 1-- �_ __. 1 -----� - 1 �� ••••-•-- End 1 Span -•------ I --Interior Span I Erxi ; Span SOB SeH segment -Actual Stress-- Ld Lop -Actual 2 SpanBe S-Girt I .19 .00 .19 .00 1 1 E 98 - - 1 I al Stresr,• Ld I Actual Stress Ii La 5ecorxiary Desi n Succesafull Completed 181;75 10.5 8.5"z.OS9" 2 S Girt I .18 OU 18 00 1 1 Seq Seq Segment 1 -Actual Stress Ld lap I Actual Stress td 1 Actual Stress Ld Lap No. LentLth_A less, ; tion.-_jBendl sh�(.prb1 Wcp Case Lgth 1 Berl Shr Camb Case__1 _BendlShrlConb We Case L Lap - -- - --' '- S_ _ - - 18076 25 u 6.5"x.059" 1 5 Girt 1 .96 .00 .9u .00 1 I .11 .11 .00 1 18 1 No. Length Description I Senddl Shr+Combi Wcd Case Lgth I Bertd Shr Comb We Case_1 fiendishrlComblWcpfCase_Lgth 98013 8•: 8.5"x.118" B(1 S-Girt 1 .30 .00 .30 .OU 1 �P�-at- 18077 25.0 6.5"x.059" 1 S Girt .tt 10 .11 .00 1 18 1 .96 .00 .96 .00 1 I 18115 10.5 8.51'x.05v" C S-Girt 20 06 20 00 2 I Design No. 26_Plare_= WR--(Side Wall) _[Start X =4341.0" Y_U"_1 =8'-0"i Uty: 1 - ompletrd -- - - _ 18016 25 0 8.5"x.059" 1 S Girt 1 .96 .DO .96 .00 1 I 18116 2:.0 8.5"x.059" C S-Girt 1 .20 08 .20 .00 2 I _-__ - - "- --- Secondary Design SuccessfullyC --- ----- I •------- End 1 Spar I --interior Span -- I End 2 Span -•--- 96 .00 1 ,i n „ Desi n No. 0 Plane = 418 Eric Wall ♦art X =2231 6" 1 =25, 0" 2 ■22' 2"] Ut •: 1 1607V 25.0 6.5'x.059" 1 S Girt I .96 .00 I 18117 25.0 8.5 x. 59 C 5-Girt I .26 .00 .26 .00 1 I S("__-_-: � � � �_- ^--- i SOB Seg Segrttint I -Actual SCrrst-- Ld lap -Actual Stress- Ld I �-Actual�Strels�•- Ld �p- 18080 15.'1 8.5"x.059" 1 5 Girt I .96 OU 96 .00 1 I 18118 25.0 8.5"x.059" C S Girt I .26 .00 .26 .00 1 1 I k d 1 Span No. Length Description � Bend Shr g2pbL Wcp Cace Lyth 1 Bend1 Shr [snob Ilcp Case I fiend Shr Ccxnb Yc ICaae l th I1AGO 1 75 0 8.5"x.059" 1 S-Girt .96 .00 .96 .00 1 „ " Se Se S I Interior Span I ------ End 2 2Span ------- 1 18134 1.5 8,5"x.059" C S-Girt P�1 1 .01 ,02 .ill ,UO 3 I 1 18119 25.0 8.5 x.059 C S-Girt 1 .26 .00 .26 .00 1 1 g 9 Segment I "Actual sits. Ld Lap 1 -Actual Stress- Ld I --,Actual Stress-•- Ld La 18135 22.5 8.5"x.059" C S-Girt 1 .35 .00 .35 ,00 1 P 18062 25.0 8.5"x.050" l 5-Girt I .96 .00 .^6 .00 1 I 18120 25.0 8.5"x.059" C S-Girt I .26 .00 .26 .00 1 I No. Length -0escr�tirn_ - ��-yhr�;,S�L� Cate L th Berx1 Shr Comb Wcp Case_l Bend Sh�CurrY�Y� Case L th_ angary Draign Succeastully Completed 18083 25.0 8.5"x.059" 2 S G u t I .96 .00 ,'111 .00 1 I 18121 25.0 6.5"x,n59" C S-Girt 98014 A.3 8,5" " �`-1`- -1 1 I x 118 BB S-Girt ---------------__.--_---- I .26 .UO 2b 00 1 I Sec 00 2tl OU 1 „ .00 1 -- --$- Y omplrted Detlgn No, 27 Plane ■ WR-_ (Side Wet-) .;Start )(_!434,..q-- Y =0" Z =13'-0"1 Oty_ 2 I 1 18122 25.0 8.5 x.059' C S-Girt 1 .26 .UO .26 .UO 1 1 ---- Seconder Desi n Succesafull C IS084 17.0 8.5"x.059" 2 5-Girt .2B .00 5 .UO 1 1 • 18123 25.0 8.5"x.059" C S-Girt I .26 00 2b I � --- 18085 15.0 8.5"x.059" 1 5 Girt 36 00 36 UO 1 i t'esi n No. 21 Plerxs ■ - -• 16086 25.0 8,5"x.059" 1 S-Girt I 96 .i0 .96 00 1 I 18124 13.0 8.5"x.059" C S-Girt 1 .08 .00 .08 .00 1 1 _ WC (End Wall) (Start..X :145'-6" Y =25'-0" i =22 2" nt I ••---•-- End 1 Span -_------ I --Interior Span •- I •••••••• End 2 Span -•••••- 1 .UO 96 00 1 1 " I 10 OU 1 I I " End 1 Span --L_ -� �" - - _-� Seq Seg Segment 1 -Actual Stress— Ld Lap 1 -Actual Stress- ld •••Actual. Stress... Ld lap 18125 15.0 8.5 x.059' C S 'int .10 OU p+ I --Interior Span -- No. l th nescri clan 16067 2S.0 8.5"x.1)59" Z 5 Girt 16086 25.(1 8.5'x.059" t S-Girt 1 96 .00 .96 .00 1 1 18126 25.0 A.S"x.059" C f $1111 1 .26 .00 .26 .00 1 1 Seq Sr:g Segment I Actual Strew-- Ld La I End 2 Spa,i •-•-•-- -__-_ 1+V_-__-�®rnd�Shr Comb Wcp CPse L th Bend Shr Carbl c C+se eendJShr�C➢IIb�YCpJr�aae Loth P 1 -Actual Stress- Ld --Actual Stress... L 18137 1.5 8 5"x.059" Z S Gfrt 18089 25.0 8.511x.059" Z %-Girt I i6 .00 .96 .00 1 I 18127 25.0 8.5"x.059" C $-Girt .26 .00 .26 .00 1 No. L"jti Descri tion_ - I d Lap I .0? .04 .02 .06 4 I I -- P- _Bend Shr Comb Wcp Cace Lgth d pend Shr CanbflJcp Cuse Be jlC- WcplCecr Lgth 18738 22.5 8.5"x.059" 1 5-Gin: I .76 .00 .76 .00 1 16090 25.0 8.5"x.0`.9" Z S-Girt I .411 OU 96 .00 1 I I 18128 25.0 8.5"x.059" C S-Girt 1 .26 GO 26 00 1 I 98075 8..'i 8.5"x.118" OR S-Girt 6 00 I I •2 26 .uG 1 1 SecoMa� Detiyn Succes•.ful ly arpleteri _ .00 .96 .00 1 1 18129 25.0 8.5"x.059" C S-Girt 1 .26 .00 .26 .00 1 I ---------._.- ^-- Secondary_Dgsipn Euccettful;y Completed - - - 18091 25.0 8.5"x.059" Z S-Girt V6 C 16092 25.0 8.5"x.059" Z S Girt .90 00 .96 .00 1 1 181]0 25.0 8.5"x.05:'' C S-Girt I .26 .00 .26 OU 1 I ----- - 18093 5'.j.5 8.51'x.OS9" Z S-Girt .64 .00 .64 .00 1 „ U0 26 00 1 Desl� No. 22 Plane ■ l End Wall Start X 'L701-611_Y '- „ Design No. 28 Plane = Vit Sidi Yoll) (Start X ■434' 0" Y =0" 1 ■1tl1 0" _ 1 1 18131 25.0 6.S x.059" C S-Girt 26 •--_----------ti -------� _ SecondaLy z1gn Successfully Completed - I 1 - -- 5-- --Z-1----- 25 0, i -22, 2u] Oty' 1 -__.___. n ..._... -- titer ..•. 08 .22 .00 2 ------•' p+ I --Interior Span Se se E Span 1 to for Span-- 18132 25.0 6.5'•x.059" C S-Girt I .22 � I End 1 Span r Erd 2 Span -- - P+ 1 End 2 Stan - -- 9 H Segment 1 -A:.tu♦l Stress-- Ld Lep 1 •Actual Stress- Ld 1 --•Actual Stress... Ld lap 18133 20.5 8.5"x.059" C S-Girt 1 .22 .08 .22 .00 2 1 Seq seg Segment 1 Actual Stress-- Ld Lap I -Actual Stress Ld -•• No, Le th Oetcrgiption Bend Shr Comb Iso Cate loth Bend Shr Comb W_ Cace Bend Shr Comb We Ce e ___ s..i No. Len th Descri tl 1 1 �- ) ---Actual Stress - Ld lap - "11- -".-f___-__1_l_' _L-_1_-_L �_ -_-1 f 1-_-L-p s Lgth Design No. Plane VB End Wil Start X 434 0 Y 5 0 1 .26 0 OtY 7 -- ---_.-- -------_-.___._Y_.__e -- 1'._ ------- _ 9 "' L 1 [Start �' t�.L -._____--p9n I Bend Shr Lomb) We Cate L th 1 829 .00r 029 W00 Case Bend Stdco nb wcpLa:e Lgth 18140 1.5 8.5"x.054" Z S-Girt 1 .02 .04 .02 UO 4 I _ -1"i_. � I I --••-•• End 1 Span ---••-• I Interior Span 1 End 2 Span - 98016 A.l 8.5"x.118 89 S-Girt S•rg Seg segment -Actual Stress-- Ld lap I -Actual Stress- Ld I -•-Actual Stress... Ld L+ 1 Secondary psi n Success C stead 18141 22.5 8.5"x.054" Z S-Girt I P Design 11a. 16 Plane = t1B (End Watt) (Start X_z423' 6'• r =251_0'!Z =22'-2'�- Oty: 1 • No. len th Descri i hr Coat Wcp Case Loth I Bend Shr Caeb Yc Cate Bend Shr Comb Mc Cate L th - - ---- ---_?�'M�_•',-UesiBn Succesrtfully Completed 18142 1.0 8.5•'x,065" L S-Girt I (0 1 1 74 26 74 9 PL9R -1-Q.°f-1-� 1 1 ! - 1 ___L_Alo� p_---1-__---1-_-.1---� c L lit I ........ End 1 Span ---- -•- I •-Interior Span I ........ End 2 Span •----- - - - I 44 87 .95 QO 1 1 18094 10 S 8.5"x.059" Z $•Birt .54 .16 .54 .00 2 Deai n No 23 P,1ne WB ----__ Secondar eti n Succesafull Ca, feted__ Seg Seg Segment I Actual Stress-- Ld Lap I -Actual Strati Ld 1 Actual Stress--- Ld lap s----- -----___._ !End 4all� 1Start x =145'-6" Y =25'-O" Z =22, qty• 1 --- --Y�� -�-�`- -- -------- 16095 25.0 8.5"x.059" 1 $•Girt .54 .21 1 .54 .00 [ No. length_ Description -_Bend Shr Cant Y-Ap-Casa lQth_L-lend Shr Camb1WcCese Oer)gJShrfCatb We Coart 19th__ I -----•-- Find 1 Sown •---••-- 1 --Interior Span --_`-_ W •-•••••• _-__,_-- Dea; n No. 29 Plane - WR SIiie Wall Start X 4:541-0" Y " 1- „ 18096 25.0 5.5"x.059" 1 S-Girt I .71 .00 .71 .00 1 1 98006 8.3 8.5"x,118" BB S-Girt 23 00 .23 00 1 Sep Srg Segment Actual Stress End 2 Span 3 -_-_•� -._.1�- -_ 0 1 28 Q ] I I I Ld Lap 1 "Actual Stress- Ld I •••Actual stress... Ld la End 1 S - 16097 25 0 8.5"x.0591' 1 S-Girt .71 P I Pan "' " 1 --Interior Span ••-••••. End 2 Soan _•••• I I 00 .71 00 1 --- -_^---- - Seconder Desi n Successfully Completed - `- Na• Ler)gth- Deacriptinn - Bend Shr Comb We Case l th Bend Shr Carat, We Caae_J__! (fhrl f_� Sep Seg Segment 1 -Actual Straits Ld Lap 1 Actual Stress- Ld 1 Actual Stress— d Lap ----Y--I;I-- --•_--_- C-se _l ._._l I I p--- Cottb We Cote Lath 18WA 7S U A.S11x il59" 1 S-Girt I .71 .00 .71 .00 1 1 98017 8.3 8.5"x.118" BB S-Girt 1 .31 ,00 .31 ,00 1 - No. Length Descri tion __ fiend shr arab We Cate Lgth Oend Shr CamtY We Case Bcrd Shr Comb Wcp Case lgth 18099 25 0 8.5"x.059" Z S-Girt .71 .00 1 __g -We (End Wall)_ LStar_t x '398!•6!' Y ■25'-011 Z ■22'_2" Otv: 9 -- --.___- --- 5ecandery-Deli n uccesrifullY Carpletedl 1814b 1n�5 8.5"x.059 S-Girt � L03 010-00_- e -�-a-q 1 1 -_ 1 .00 .71 1 Oeai n No. 17 Plans ■ -- i5100 25.0 5.5"x.059" I ! Girt I .T1 .00 .71 OU 1 I I E,r1r1 1 Span --• -•-- I --Interior Span I -------- End 2 Span -•-----• - ---- 01 18141 22.5 8.5"x.059" Z S-Girt 20 r 16101 13.5 5.S"x.OSV" Z S-Girt I .22 .00 .22 .00 1 1 Seg Seg Segment -Actua; Stress-- Ld La -Actual Stress- Ld •••Actorl Street-•- Ld U Design No. 24 Vlano :. WB _ .- „ r,,-0„ ■ ,,• „ �� I .55 .S� .00 2 1 I P I I P SEnd Wal U (St•rt X ■20 6 ■ , i ----'-�--•2L-��-�.__-O�Yi_1 18148 1.0 11.5 x.059 Z S-Girt .39 .87 .90 .00 1 1810. 11.; 6.5'x.050 2 S-Girt I .17 .00 .17 J 1 I No. Len3th-Dr7tCriptlon - Benxi 5hr(Combl Wcp Cace l th Bend Shr Comb Yc Caee l Berl Shr Catb�Wc Case L-9th - 1 End 1 Span .._..... - P° I Interior Span End 2 S 18103 25.0 8.5"x.059" 2 S-Girt .71 .00 .il .00 1 98007 8.3 11.5"x.118" BB S-Girt 32 00 32 00 1 S°9 Seg segment - 1 - pan ---"-•• -- Secondary Design Succettfu,lly 1 I 1 Actual Stress-- Ld Lap I _Actual Stress- Ld ---Actual Stress--- Ld Le 1610 13.0 5.5"x.059" 2 S-Girt I .21 .00 .21 .00 1 1 -- Secondary Design Successfully Completed -- - - No L th Detcri tion----Aging Shr cc*I WE C,�se L h 1 p -- _➢t 1 8a Shr'C30 We Cate tlerdlShrlComblWcp Case 1. th Drci�n No. 30 Plane ■ WRSide Yall)_-(Start X 04 40-01111'lr ■0" 2 • ' " 116105 15.0 a.s"x.059" 2 S-Girt I .27 .00 .27 .oU t 1 48022 8.3 A.5"x.118" 68 S-Girt I .30 00 30 00 1 1 � - 30 3�_1_ QtY_-1-- -- 18106 2;.0 8.5"x.05911 Z S-Girt .71 .__... ...... I .00 .71 .00 1 I Detlgn No. 18 Plane We (End Wall) (Start A ■273'•6" Y •25'•0" 2 =22'-2" Oty_ 1 - second,,+ I -•---••• End 1 Span I --interior Span •• I End 2 span -- esl n Succetafully Completed Sep Seg Segment 1 -ActualStress-- Ld Lap I -Actual stress- Ld I ...Actual Stress-•• ld Lop 15107 6.S 8.S"x.059" ' S-Girt 1 .06 .00 .od .OQ 1 ( ------ .--___-_ Design No. 2S Plane ■ No. length Description fiend Shr Cont We r 15108 18 5 8.5"x.05911 T 5-Girt I .40 QO 40 .00 t 1 9 We (End Wall) [Start X ■210' 6" 1 ■25' 0" Z -221-2111 y, ----1-- �� _ p-�➢It l➢th 1 Band .hrl�oft Wep Cace BendJSh ggLnbbWcplCase lath . 118109 23.0 5.5"x.059" i S-Girt ( .71 .UO .71 .00 1 1 Ot 1 18149 1.5 8.5"x.054" C S-Girt I .13 .15 .13 .00 2 1 116110 25.0 8.5"x.059" Z S-JitIt 1 .71 .00 .7i .00 1 1 18111 75.0 b 5"x.059" i S-Girt 1 .71 .00 .T1 .00 1 7850 SW Dartmouth Sir. BUP1099.00497,MEC1999.00509 7850 SW Dartmouth Sir. 73 of 203 BUP1999-00197,MEC1999.00509 74 of 203 - -- - -- -- - - - 7850 SW Dartmouth Sir BUP1999.00197,MEC1999.00509 7850 SW Dartmouth Sir. H11P1999.00197,MEC1999.00509 ---- - - ----- --- __ - 7501 203 715 of 203 �VP Buildings SECONDARY STRUC'. ..1RAL - DESIGN DATA DATE: 12/22/99 VP Buildings SECONDARY STRUC. JRAL. SECONDARY STRUC', JRAL SECONDARY STRUC' JRAL ' VP Buildings �- VP Buildings DESIGN DATA Tigard,OR) TIME: 11:41 DESIGN Dh fA DATE' 12/22/99 I DESIGN DATA o (VP Quote No ME9W)Ii5834101) (Project Name: 4411,5-Costco Tigan!,OR) _J DATE: 12/22/9- DESIGN DATA DATE: 12/22/99 PAGE: 12 of 59 - DESIGN 11:4) (Project Name: 4495-Costco Tigard.OR) (Project Name 44115 Costco Ti IVP On1er No MF:997U372.0111 370.11 (A(ly� o (VN Quote No.: ME990125R3(X11) S TIM: 11:41 ---_ gang.OR) TIME: 11:41 -v-- -- -- - -Verdon 3.S i370•I I (Addis• 13 0!'S9 (VP Order No.. ME990125R3-0111) (VP Quote No . ME99012583.0011 C'1�ARY$1'Rt/C�j�l.OP�'If�Y',�ING S1�}►�11AR1�_--_____ -_ -__ n�---- PAGE: _ (VP onlr:r No.: ME997o372-0it) PAGE: 14 of 59 PAGE: IS of 59 (Vp Order No.: ME9970372•(X)) Onier No.: 957 17 18150 22.5 8.5"x.059" C S-Girt --- _--- '--- -'- .00 � NpAAY SfliliC711M�0 ,C J�1'R1NG 6UMX11AR�'_- `-,_•_,-- Vertlop J.6 _ -. _ -. ------- •�---�_._. � _Ll !L�dd� in)_--___ -...'...`. 13 0.11 _(Add n lX)) I .14 ob t 4 I _ - _ -- -_ _ •I i�V_STH,UC"CURAI.�p $IC■N STRING SUMMARY .- Vireloa J,6 �R�r V Y_- -- lL_- - I analog 3.6 ' _ Secondary Design Succesafull C feted 064 18065 ,9066 18067 18068 18069.18070 18071 '-- - - --- J I ----Detlgn 30 = 8.5 Simple PGH--- 40 WR Side Wall •18149.17150.18151 i 90 ROOF2 Roof -18340-18341-18342-18343 ____" 10072 15073 '6074 91 ROOF2 Roof •18344-18345.18346.18347 181St 1.0 8.S"a.05^' C S-Girt 4 4 4 Design 31 = 5 Design No, 31 Plane • YR - fide Hall) Start x ■4341•011 Y •1,-61' Z •221.2" Ot 1 _---- ----Defign 13 • 8.5 Simple 2---- 14 WP. Enid Will 8015-18076.18077-18078.18079-18080 18081 18082 9 B Simple BA 41 WR Side Wall 98001 92 ROOF2 Roof -18348-18349 18350-18351 - � I 93 ROOr1 Roof -17312-16353-18354-18355 ••-__ End 1 Spar •. 1 v--•Interior Span -• i End 2 S p -18083-18084-18085-18086-181187-18088-18089.1BC:u -•-•Design 32 = N.5 Simple Be -•- 42 WR Side Wall -98005 I •-• I p° -•---••- Pan � mP 94 RooF7. Roof •18356-18357.16358.18359 1 g:h I Bend hr 1_-- P 1___1- �� q 18091 18092 18093 95 ROOF2 Roof -18360-18361-18362-18363 96 ROOF2 Roof -18364.18365-18366-18367 Seg Seg 9 win It -Actual Stress•• Ld l Actual Stress- Ld Actual Stress--- Ld la Mn._lrrgth Deariptiprt - J Bend Shrltonb Ycp Case l h eerltl fCant Mc Case eerri Shr Comb We Case L th A ' -_ Desigr, tri • 8.5 fi,r le 7,-••- 15 We End ':,ll 18094-18005-18096-18097.18098-18094-18100 18101 97 ROOF2 Roof -18368-18369-18370-18371 51 �lNS1G 3ti'1tt1f�.��Y 96001 8.3 A.S"x.118" ee ?-Girt .09 .07 .09 .00 1 -18102-18103.18104-18105-1P,106.18107-1Q'08.10109 � 9B RWF7 Roof -18372-111373-1e374.1e375 +ecartds1r Oesl➢n Success$ _ySgrpleted Deai➢n No. Description Str. No. PIA Nm Flane� •-•- Sit Grotp(r�_ --- -1b110.18111-18112-1511''-18114 - "---- -••Design 33 - 24.0 Simple JS5---- 43 ROOF1 Roof -18152.18153.18154-18155 99 ROOF2 Roof -18376.18377-111378-18379 Design No. 2 Plane • YR. (Sick Watt)--[Start X -4341-0" Y '- i �!"]_ oty__ 1_-_- 130 ROOF? Roof •18500-18501-18502-18'03 100 ROOF2 Roof -18380-18381.18382-18383 - •---Design 15 ■ 7.5 'inl.le PGH---- 16 11A End Well -18115-13116-18117.18118-1b119-18120.18121-18922 101 R00F2 Roof -18364-18385-18386 18387 I -•-•••-- End 1 Span •-••--•- 1 •-Inrerfor Span -� I ---•--•- End 2 Span ••------ lal23.18124-18125-18126-18127-1e1ZB-18129-15130 Sol 1".g Segnrnt -Ac-Actual Stress-- Ld lap I -Actual Stress- LA ---Act I Actual Stress--- Ld lap -•--Design 3h ■ 24.0 Simple JS5---- 44 R00F1 Roof -18156-18157.18158-18159 102 ROUF1 Roof -18388-18389-18390-18391 No. 1, th ._ Description Bard Shr Comb asp Coe l th lviid Shr Cofsb Vcp Cue Bend fhr Cr>fmb Vc Case l th -18131-1813'-'-18133 J L 1 1- �-j--L-� 1 -� L.l--_�145 Ro0F1 Roof -111160-18161-1E162-18163 103 RJoF2 Roof -18391-18393-18394-18395 91"005 8.3 8,50x.'11811 Be $-Girt 1 .09 ,07 .09 .00 1 I 46 R0oF1 Roo' -18164.18165-18166-18167 104 Aonr2 Roof -18396-18397-18398-18399 nd secoary Design Successfully Completed Design 16 ■ 11.5 Sipple eD 17 YB End Wall 98006 47 ROOF1 Roof -18168.18169-16170.111171 105 ROOF2 Roof -18400 18401-18402.18403 Ma"y48 ROOF', Roof -18172.18171-18174-18175 106 ROOF2 Roof -16404-18405-18406-18407 "--"•- ----Design 17 - 8.i Simple OB---- 111 VN End Wall -9800' 49 ROOF1 Roof -18176-10177.18178.18179 107 ROM Roof -18405-16406-18410-18411 WAIL - -- 19 we End Wail -9801k1 107 ROM Roof -18412 18413 18414.18415 - _- -- 50 ROOF1 Roof -18180-18181-181Q2-18183 eRY� 20 Will End Wall -98009 51 ROOF1 Roof •18184-18185-18106-19187 109 RCCIF2 Roof -18416.18417 19418.18419 Desi Mo. Description .__. 21 VB End Wall -98010 f-___-- -_ p Stir. Pln Not Plane-T1 -•.�Se ire t Gra>plrtp -V 52 ROOF1 Roof -18188-18169-18190-18191 110 ROM Roof -18420.1842118422.18423 ....Design 1 • 8.5 Simple PGM---- ! Wl Side Wall -18000-17001.18002 22 we End Wall -98011 53 R XI'l Roof •18192-18193-18194-18195 111 ROOF2 Rocf -15,',74-19425.18426.16427 29 WB End Wall -98018 54 ROOF) Roof -18196-10197-18198-18199 112 ROOF2 Roof -18428.16429 18430-18431 30 YB End Wall -98019 •-••Oetfpn 7 6.5 Single 2---- 2 W55 ROOF1 Roof -18200-18201-18202-18203 113 ROOF2 Roof -18432.18433 18434-18433 l Side Wil -1600.1-16004.18005 31 WB End Wall -98020 56 ROOF1 Roof -18204-18205-18206-182)1 114 ROM Roof -18436-18437-19438.18439 -•••Deafen ) 11.5 Continuous 1---- 3 WL Side Wil -150CG 32 WB End Ya,l -98021 57 ROOFi Rcof -18208-18209-182.10-18211 115 111001`2 Roof -18440-18441.18442-18443 58 ROOF1 Roof -111212-18213 18214-182;5 116 ROOF2 Roof 16444-18445.18446.18447 „•, r Design 111 • 8.5 Simple Be 23 IIB End Well 98012 59 ROOT Roof -18216-18217-18219-18219 117 ROOF? Roof 18448-16449-18450-18451 Detlgn 4 ■ B.S „inple 2---- 4 WL Side Wil -16007 60 R00F1 Poof •17220-18221-18222-19223 118 R00F2 Roof -18452-18453-18454.18455 -•••Design 5 = 8.5 Continuous 2-•-- S VL Side Wil 18008 i Design 14 8.i Simple 88 24 MB Ed Wall 980': 61 ROOF1 Roof -19224-18225-18226-1822? 119 ROM Roof -16456-18457-18458-18459 62 ROOF1 Roof -18228-18229-18230-18231 120 ROM Roof -15460-18461-18462-18453 •-••Det,gn 6 = e.5 Sir,p;. 1---- 6 YL Side Wall -16009•:R010-15017 Design 20 8.5 Simple BB 25 118 End Yell 98014 63 ROOF1 Roof -18232-18233-18234-18235 121 ROOr2 Roof -16464.18465-18466.18467 64 ROOF1 Roof -18236-18237-18238-18239 122 ROOF2 Roof -15468.184E9-113470 18471 •-••Detlgn 7 ■ 8.5 Sipple 2---- 7 Yl Side Wall -15012-'8013-15014 Design 21 = 8.3 Simple BB 26 Y9 End Mall 9801ti 65 RCi0F1 Roof -18240-18241-18242-18243 123 ROM Roof -18472-18473-18474 18475 66 ROOF1 Roof -18244-18245-18246-18247 174 ROM Roof -16476.16477.18478-18479 •-••Design 8 ■ 8.5 simple, PGH.... B WL Side Watt -16015-15016•11in',7 Design 22 11.5 Si°plc BB 27 WB End Well 4b016 67 R00F1 Roof -18248.18249-18250-18251 125 10OF2 Roof -19490-18481.18482.18483 68 ROM Roof -18252-18253-18254-18255 126 ROM Roof -16484.18485-18.86-18487 ••--Detlgn 9 8.5 Simple ee---- 9 v< Side Yall -46000 Detlgn 23 r 8.5 simple 96 2B WB End Yell 98077 6v RO0F1 Roof •18256-18257-18258-18259 127 ROM Roof -1688-18489.18490-18491 70 ROOF1 RO:if -18260-18261-18262-187.63 128 Roor2 Roof •1049.-18493 18494 18495 ••• Design 10 8.5 Staple Be.... 10 w< Side W11 -48002 Design 24 11.5 Single BB 33 118 End Well 98022 71 ROM Roo -18264-19.265-11266-18267 129 RD0F2 Roof -18496-18497-15498 18499 ---Design 25 - 8,5 Simple as.... 34 we End Wall 98023 72 ROOF1 Roof -18268-18269-18270-18271 Design 11 8.5 Sipple PGO 11 118 End Wall 18018-18019-18020 18021-18022-18023-19024-18025 73 ROOF1 Roof •16272-18273-18274-18275 -•--Design 35 ■ 24.0 Simple JS5•--- 83 ROOF1 Roof -18312.11313-18314-18315 74 EJOF1 Roof -18276-18277-18278-18279 Be ROOF2 Roof -18332-18333-18334-18335 - 26•'15027.15026-18019 18030-18031-18032.18033 ----Drtigr. 26 = 11.3 Simple PGN---- 35 Will Side Wil -18134-11:135-18136 •18034-18035-18035 75 ROOFi Roof -17280.18281-18282-18283 o 76 R00F1 Roof -18284.18285-111286-182.87 I •---Design 36 ■ 24.0 Simple J35---- 84 ROOF1 Poof -18316-18317-18318-18319 --Design 12 8.S Simple 2---- 72 Vs End Well -18037-17038-18039-18040.18041.18042-17043-18044 --_Desi 27 • 7.S 1"i le 2---- 36 WR Side Wait -17137-17138-15139 77 ROOf1 Roof -172117-18784-18290-17241 !7 ROM Roof -18327-16329.15330-15331 -18045 18046.18047-.'8048-15049-18050.18051-18052 38 YR Side Yali 17143 7811. 18145 78 ROOF) Roof -18292-18293-18294-18295 IWS] 180%-IWSS - 79 ROOF1 Roof -1 %-19297-18298-18249 ----Design 37 ■ 24.0 Simple iS5---- 85 ROOF1 Roof -18320-18321.18322-18323 � 13 118 End Mall -78056-17057-111058-18059-18060-111061-18062-18061 Design 25 ■ 8.5 Simple 2 37 11R Side Yal! -1!!140 18141 18142 7280 ROOF1 Roos -18300-18301-18302-18303 86 ROOF2 Roof -16324-18325-18326-18327 -•--Design 29 8.5 Sipple 2---- 39 YR fide W81 RnC1F1 Roof -18304-18305-18306-18307il -18146-18147-18148 82 ROOF1 Rrf -18308-183!!4-18310-18311 7880 SW Cartmout9 stn. R9 ROOF2 Roof -18336-18337-18338-18339 1880 SW Da:inrrwfh 8h. EiUPlgee-Og1e7,INFC1gN-0OB09 7650 SW Qari,ltouth qtr. r. 8UP1Me - 77 of- 2pJ----- 6UP19991of MEC 19911-00509 13UP1e"9_0497,MEcI99950 SW Dartmouth t00'09 Of �' 8 of 20J �•OOie%.ASEC1feg-0D80! 79 of 207 (�,� ;. ; iiiii i�� i�iiiliii;ti.ii�lili ii!fI!II! '�II'IIII IIII IIII Illi IIII Ililll�il� !��'IIi�1. �;, .- - _ _ - LE GIBILITK STRiP plill�nli(Illllnn' "ii1�InI�IlI11u�1�11111n11ni�In1�II�IIIIjIlu�n1111�u�n1111nllitu�nnl � �iill�nli�IUl�Iili�Ilu�iiillnu�nliluli� 0 MR1.i CM 9 i Q 1 II2 1 1�4 =►� 2 3 2 a 2 8 211 c 7 2 d 22 30 yi= CD 2 5 MR JP iIF�ilfiiL.=w�"- e U f Y FRAME PRIMARY t VP Buildings SVP Buildings PRIMARY FRAME DESIGN DATA DATE: 12/22/99 g' VP Bu;hdiings PRIMARY FRAME PRIMARY FRAME IPto)ect Name 4485-C'ustco'Tigard,OR) TIME: 11:41 v�I DESIGN DATA DATE: 12/22/99 VP Buildings IVP Quote Nu MEYW12583 CII) PAGE: 16 of 59 1 (Project Name: 4483-Costcu Tigard,OR) TIME: 11:41 DESIGN DATA D4,TE: 12/22/99 DESIGN DATA (VP Quote No ME99012583-WI) (Project Name: 44851ostco Tigard,OR) DATE: 12122/99 (VP ONcrNu ME997037200) 1370,11 (Adduwn T_ --- - ------------ -- - PAGE: 17 of 59 g CLvIE: 1 _-J ) Y�oa]� (VP Order Nu JdE9970372-00) 370 1 Udduu,r, (VP Quote No : ME99012583-001) 11 4 (Project Name 4485-Costco Tigard. R TIME: 11:41 --- -'-� -- 13700 I I-- Z -_- VP Quote No ME99012583 001) 9 of 59 (VP Order No : ME9970372-00) PAGE: 18 Of S9 (VP OrderaNu ME1 r)70372-001 PAGE: 1 iriwrr IU St ( Stress Check Version 3.6 ) Date:12 22 99 Time:11:38 ��'� /1AfUDFS1G)�(57JA�YIAlt1( Y i �- �Jb _._.�__ V _ __ 1370 II (Addition) 37ii l l (Addition) LLT Ytrgieyi3A - 1 51 4028 Vert Ptld -.23 .00 0. Out Flang V 17.51 .00 17.50 No Collat Gray 3�r�t?-I, 4, 8, 9,13,14 1 Machine: u190 15 mime Type: Pact L Beam Y Plate (18 End Pacts ) DESCRIPTION: I End Post Girt Spacings 3 at 5 0 1 at 3'•0 5/8 1 4037 Vert Ptld .23 .00 0. Out Flagg V 17.47 .00 17.47 No Collet Gray 1, 2, 3, 4 8 9 13 14 franr Oaf Front VP Buildings FRAMES are typically solid-web framing syztems consisting of tapered or uniform rafters rigidly connected to (Base to Rafter): S M are Grid Grid tapered or uniform depth columns, and are designed to support the applied toads as specified. (AISC Type 1 Construction) 1 at 8' 0 3 at 5' t 1 at 2' 6 3/8 15 8 il � � t ANALYSIS: End Poet Girt Spacings (Base to Rafter):1 at 8'-0 3 at S'•0 1 at 2'-0 1/B S1 4038 Vert Ptld -.23 .00 0. Out Ftang V 22.41 .00 22.46 No Collat Gray 1, 2, 3, 4, S. 9,13,14 The boundary conditions established for VP Buildings FRAMES asswte the rafter team is a fully continuous member, spanning 15 Rafter Purlin Spacings (Ridge to hack Ewe): S1 4019 Harz Ptld .00 2.02 0. Out Flany H .08 .08 .00 No Wind 1 Right 5,10,13 from building rue to building rave, with exterior columns rigidly attach,! (Rwnrnt•resisting comectitn). 1 at 11•6 42 at 5'-0 2 �t 31•11 1 at 2'•8 1/2 tiara Width 432' 7 I The Exterior Columns and Interior Colurns, if any, are typically F:nned connected (free to rotate) at their S1 4019 Hon Ptl.d .00 -2.02 0. Out Flang N .08 08 .00 No Wind 1 telt 6,11,14 Back Girt Pro) 0' 8 1/2 Back Sidewi Ht 241-4 1/2 Back Sw Col Base Elev 01-0 Rafter Purlin Spacings (Ridge to Front Eaat 51 4019 Non Ptld .00 2.02 0. Out Hang N .08 .08 .00 No Mud �� Ridge 7,12,15 front Girt Pro) 01.8 1/2 Font Sidewall Ht 241•7 Front Sw Col Base Elev 0'-0 base connection to the foundation. 40 DESIGN: 1 at 11-6 1/16 40 at 5' 0 t 2 it 3' 11 1 at 2' 8 7/16 Total Bldg Width 4341-0 VP Buildings FRAMES are designed in accordance with the AISC "S zification for Structural Steel Buildings",nga 9th Edition, �^�----- -- --- , _ Segment Segment Segment Start x/Y End M/Y MATERIAL: am&WAIMNo. Length-Ft. T ype Coord Ft. Coord-Ft. Back Roof Pitch .2512 Distance to Ridge(from Back) 2221-0 Structural steel plate, bar, and/or sheet intended for use in VP Buildings FRAME welded constructions typically 4000 24.38 Ext Colin .00 .00 .00 24.38 front Roof Pitch 25/111 Average Bay Space 12' 3 live load : 20.00 PSI, Collateral(Grtyity): 8.00 PSF will be of material bated on the requiretrtentt of ASTM A529, A572, A570, or A607, Grade 50. 4021 25.01 Rafter8m 10.50 24.59 35.50 25.11 Back SW Col: Srisight(Hold Uepth=12.0") Beam Bolts to Back Col Top Total Dead Load 14.94 PSF Purlins/Sheeting 4.14 PSF 4024 25.01 Rafr.erBm 85.50 26.16 110.50 26.68 Front SW Col: straight(Hold Depth=12.019 Beam Bolts to front Col TopRoof Snow load 25.00 PSF Froman Dead load 2.81 PSF_...�......_ 4028 25.01 Rafter Bm 185.50 28.24 210.50 28.76 RAME AMA[,eUM11T Wind load 80.00 MPH( 12.43 PSF) Total Deed load 14.94 PSF 4037 25.01 Rofter9m 363.50 26.05 388.50 25.53 . Back Sidewell Girt Spacings (Base to EwCollahrnl(Up1U: 011 PSF e): 4038 15.01 Rrfterem 388.50 25.53 413.50 25.01 End PolioSpaces(lr t to Right) 1 at 8'-0 3 at 5'-0 1 at 1'-4 1/2 4019 24.58 Ext Colin 434.00 24.58 434.00 Building Code : 97080 Bldg Use Category 4 .00 1 at 10' 6 8 at 251-C 1 at 131•0 1 at 151.0 Front Sidewall Girt Spacings (Base to Ewe,: Exposure Factor : 8 Seismic Zone 3 Urefin Doti Distributed loads _ 7 at 25'-0 at '-6 1 at 8'-0 3 et 5'-0 1 at 1'•7 Enclosure Factor: Enclosed ---l--V ------- - "- End Post Girt Spacings (Base to Ratter): Frame Segment Load load Dist-Ft. Load Mag-K/Ft Support Load Loading !- - ' 1 at 81-0 3 at 51-0 1 at 11-7 1/8 1 Flo, Lategory from To From .-_Io___ Code ,1� _ Glynbinoti-a_ Load Stress Design End Post Girt Spacings (Base to Rafter): 61 4020 Vert unit .00 10.50 -.05 �--.05 No Snow 4,10,11,12,13,14,15 C e factor Cese _ _ 61 4020 Vert Unit 00 4.71 26 .00 No Snow <,10,11,12,13,14,15 !!,_r- ____ ___ load Comb:net i ons 1 at 8' 0 3 (B 5' 0 1 at 2' 1 3/8 1 1.00 Y 1.00 Dead Weight + 1.00 Collat Gray + 1.00 Live 51 4021 Vert Unit .00 25.01 -,05 -.OS No Sr•.w 4,10,11,12,13,14,15 End Post Girt Spacings (base to Rafter): g $1 4022 Vert Unit 00 25.01 OS OS No Snow 4,10,11.9;,1;,14,15 1.00 Y 1.00 Dead Weight + 1.00 Collat Gray + 1.00 Alt S Livr•A 1 at 8/ 0 3 ( 5' 0 1 at 2' 7 S/8 3 1.00 Y 1.00 Dead Weight • 1.P0 Collat Gray + 1.00 Alt Spn tive-L S1 4023 Vert Unit .00 25.01 •.05 -.05 No Snow 4,10,11 11 13,14,15 End Post Girt Spacings 3 (Bate to Rafter): 9 $1 4024 Vert Unit .00 25.01 -.05 -.05 No Snow 4,10,11,',2,13,14,15 4 1.00 Y 1.00 Dead Weight . 1,00 Collat Gray • 1.00 Snow 1 at 8' 0 3 (B 51 0 1 et 3' 1 7/8 S1 4025 Vert Unit .UO 25.01 •.05 •.05 No Snow 4,10,11,12,13,14,15 (t2 S 1.33 Y 1.00 Dead Weight + 1.00 Mind 1 Right i End Post Girt Spacings (Batt to Rafter): 6 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Let S1 4026 Vert Unit 00 25.01 05 OS No snow 4,10,11,12,13,14,15 1 at 8' 0 3 at 5' U 1 et 3' 8 1/8 7 1.33 Y 1.GO Dead Weight + 1.00 Wind Ridge 9 �� 9 S1 4027 Vert Unit .00 25.01 •,05 •.05 No Snow 4,10,11,;2,13,14,15 r,o 1: End Post Girt Spacings (Bane to Rafter): 8 1.33 Y 1.00 Dead Weight + 1.00 Collat Gray • 71 Seismic Right S1 4028 Vert Unit .00 25.01 -.05 -.05 No Snow 4,10,11,1!,13,14,15 , , . , , . s r • 1";4344VAA _:,) k,A 1 at 81-0 3 at 51-0 1 at 41-2 3/8 9 1.33 Y 1.00 Dead Weight + 1.00 Collat Gray + ,71 Seismic Left S1 4028 Vert Unit 17.51 25.01 -.02 •.02 No Collat Gray 1 2 3 4 B 4 1] 14 I. }' ' 0ll 316 y1�1*�li0At �� EMO�4 4X34 54is, l ,o ] ' End Post Gist Spacings (Base to Rafter): T 10 1.33 V 1.00 Dead Weight + .50 Snow + 1.00 Wind 1 Right 151 tat 8' 0 3 at 51 O 1 et 4' 8 S/8 11 1.33 Y 1.00 Dead Weight + .50 Snow + 1.00 Wind 1 left S1 4029 Vert Unit .00 11,50 OS 05 No Snow 4,10,11,12,13,14,15 • 1 i7 )H t9 V)O 1 2 -3 4 [5[ra 7 8 9 �u 1 2 3 A � End Post Girt Spacings (Brae to Rafter): 9 >; 12 1.33 Y 1.00 Dead Weight .50 Snow + 1.00 Wind 11 Ridge $1 4019 Vert Unit .00 11.50 •.02 •,02 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 1 at 8' 0 4 at 5' U 1 at 0' 2 7/8 13 1.33 Y 1.00 Dead Weight 1.00 Collat Gray + 1.00 Sn_. + .50 Wind 1 Right iS _- �- 1 -`- , ' o}4s' •a'}¢5'-etas'-o}4s' o{+u' rl End Post Girt Spacings (sue to Rafter): 14 1.33 Y 1.00 Dead Weight 1.00 Collat Gray + 1.00 Snow • .50 Wind 1 Left 51 4030 Vert Unit .00 1.50 •.O5 •.05 No Snow 4,10,11,12,13,14,15 I k", i►1's',, rf}l". 0•{ii5 It11'YS' �+ DI4'- �''' -f�' + �5' �S '��' 1 at 81•0 4 at 5'•0 1 at 0'-0 1/8 15 1.33 Y 1.00 Dead Weight 1.00 Collat Crav + 1.00 Snow + .50 Wind 11 Ridge S1 4030 Vert Unit .00 1.50 •.02 •.02 No Collat Grav 1, Z, 3, 4, 8, 9,13,14 End Post Girt Spacings (Bate to Rafter): ,- 16 1.33 Y .71 Seismic Rig- 15 1 at 8 0 4 (B S 0 1 at 0 11 5/8 1? 1.33 Y .71 Seismic Le S1 4031 Vert Unit .00 15.00 •.05 -,05 No Snow 4,10,11,12,13,14,15 End Post Girt Spacings (Bate to Rafter): _ --�`_- -_" 61 4031 Vert unif .00 15.00 •.02 •.02 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 1 at 8' 0 4 (B 5' 0 1 at 0' 7 7/b r dined Point loadr( +Vert = Up +F. 1.■ Right +Moment Counterclockwise 15 3ti.S-_ End t Al Girt Spacings (Bane to Rafter): / Frm Segmt Load Vt•rtLd HorzLd Moan Load Prlctn load Load Dlstnc-Ft Suppt load Loading S1 4032 Vert Unit .00 25.01 -.05 •,05 No Snow 4,10,11,12,13,14,15 1 at A 0 4 (B 5 0 1 et 0 1 5/8 ID No.- Category (kip.) (kits) (In•r; R f rence_code Dlat Vert Norz rode T End Voest Girt Spacings (Base to Rafter): - -�..�-- � -_ ype Carbinatlons Si 4031 Vert Unit ,00 25.01 •.02 •.OZ No Collat Gray 1, 7., 3, 4, B, 9,13,14 at 81-0 3 at 51-0 1 it 41-7 3/8 61 4000 Hort Ptld .00 2.02 0 Qut Filling N 24.29 24.29 .00 No Wind 1 Right 5,10,13 15 End Putt Girt Spacings (Base to Rafter): Si 4000 Harz Ptld ,00 •2.02 0. Out Fieng H 24.29 24.29 .00 No Wind 1 lett 6,11,14 $1 4033 Vert Unit .00 25.01 -.05 •.05 No Snow 4,10,11,12,13,14,15 1 at 81.0 3 at 51-0 1 at 41.1 1/8 S1 4000 Harz PtLc .00 •2.02 0. Out Fteng N 24.29 24.29 ,00 No Wind 11 Ridge 7,12,15 111 4033 Vert Unit .00 25.01 •.02 -.02 No Collat Gray 1, 2, 3, 4, 8, 9,1),14 Frame Cross Section for Plane FLJ , 9 ( 8) End Post Girt Spacings (Base to Rafter): S1 4021 Vert Ptld •.27 .00 0. gut Flong V 8.50 .00 8.50 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 PROJE CT: 4485-Costco Tigard, OR BUILDING: Addition 151 at 81-0 3 at 51.0 1 at 31-6 7/8 15 Si 4034 Vert Unif ,00 75.01 -.05 -.05 No Snow 4,10,11,12,13,14,15 7860 SW Dartmouth Sir. End Post Girt Spacings (Baas to Ra S1 4024 Vert Ptld •.48 .00 0. Out Filling V 5.53 .00 5.53 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 S1 4034 Vert Unit .00 25.01 -.02 •.02 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 SUP1999-00497,MEC1999-00609 Rafter): 7860 SW Dartmouth Sir. 81 of 103 BUP1999-Ou497,MEC1999.00809 15 15 82 of 203 7880 SW Dartmouth Sir. 7850 SW Dartmouth Sir. ____.__.___�__._._._`_-____ _ BUP1999-00497,MEC1999-00509 BUP1999.00497,MEC1999.00509 83 of 203 64 of 203 VP Buildings PRIMARY FRAME PRIMARY FRAME DESIGN DATA DATE: 12/22/99EN VP Buildings VP Buildings PRIMARY FRAME r`__ VP Buildings PRIMARY FRAME DESIGN DATA DATE: 12/22/99 DESIGN DATA DATE: 12/22/99 � (Project Name NAS Coxtcn Tigard,ORI T'IM1tI?: 11:41 (VP Quote Nu MIi990125H1 4x)11 (Project Name- 4483 Costco Tigard,OR) TIME: 11:41 (Project Name 4485-Costco Tigard.OR) DESIGN DATA DACE: 1212-, 9 iVP Orde No ME9970372(x)) PAGE: 20 of 59 (VP Quote No ME99012583-001) 8 TIME: 11:41 (VP Quote No.: MC:9901258J-001) L (Project Nartx: 14A5-C.atco Tigard,ORI 'CINE: 11:41 11 fAddition) (VP Ogler No ME9970372-00) PAGE: 21 of 59 PAGE: 22 of S9 (VP Quote No.. ME99012583-001) f37p,li (Addttio IVP Order No.: ME9970372-00) _ (Ad ) (VP Order No.. ME9970372�/x)) 51 4035 Vint Vn1 f .00 25.01 •.0� - I ----- Vsnib�3� - 1370.11 '' -- (170 I I NAGE 23 Of 59 ] MiNltiil 5LZ85 _ 1111Athgl�! vif�t 3.a � - S1 4035 Vert Unif OS No Snow 4,1�rPlatl�;�3,14,15 I -��`+ �_ �- -� 00 15.01 02 02 No Collat Gray 1 2, 3, 4, B, 9 13,14 MEM FLANGE WEB DEPi4S IENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE MEM FLANGE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE - Nbr Joint Varolom 3.6 15 WIDTH INK INK Endl End2 METE _ (LB5•L__ Fy fy Jt1 - Jt2�_-- REF. WIDTH THK THK Endl End2 (FT) (LBS) Fy Fy Jt1 Jt2 REF, -� ----�� S 1 4USA Vert unif .00 75,01 •.05 •.05 No Snow 4,1C,11,12,13,14,15 - - - No. Mo. _ _ 13 6.00 .1875 .1875 14,00 14.00 3.523 58.44 50.0 50.0 Shop SpI got Pit 0 0 3-Plate 59 6.00 .1875 .1875 12.00 12.00 24.260 371.48 50.0 50.0 Base Pit Pitt PIt 0 0 3-Plate 56 2 -` 51 4036 vert lint .00 nl -.02 -.02 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 14 6.00 .1875 .1875 14.00 14.00 15.755 261.35 50.0 50.0 Balt Pit Shop Spl 0 0 3-Plate 60 6.00 .1875 .1875 12.00 12.00 24.781 379.46 50.0 50.0 Base Pit Bolt Pit 0 0 3-Plate 15 57 2 15 6.00 .1875 .1875 14.00 14.n� 5.727 95.01 50.0 50.0 Shop Spl Shop 5p: 0 0 3 Plate 61 6.00 .1875 .1875 12.00 12.00 25.302 387.43 50.0 50.0 Base Pit Bolt Pit 0 0 3-Plate S8 2 S1 4037 vert Unit OU 25.01 05 OS Na Snow 4,10,11,1Z,1S,14,15 16 6.00 .1875 .1875 14.0(' 14.00 3.523 58.44 50.0 $0.0 Shop SpI Bolt Pit 0 0 3-Plate 62 6.00 .1875 .1875 17..00 12,00 25.823 395.41 50.0 50.0 Base Pit Bolt Pit 0 0 3-Plate 51 4037 vert Unit .00 25.01 -.02 •.02 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 59 2 17 6.00 .1875 .1875 14.00 14.00 15.755 261.35 50.0 50.0 Bolt Pit Shop SpI 0 0 3-Plate 63 6.00 .1875 .1875 12.00 12.00 26.343 403.38 50.0 50.0 Base Pit Balt Pit 0 0 ; Plate 60 2 15 18 6.00 .1875 ,1875 14.00 14.00 5.728 95.01 $0.0 50.0 Shop Spi Shop Spl 0 0 3-Ptate 64 6.00 .1875 .1875 12.00 12,00 26.864 411.36 50.0 50.0 Base Pit Dolt Pit 0 0 3-Plate S1 4038 Vert Unff .00 25.01 -.OS •,OS No Snow 4,10,11,12,13,14,15 61 2 19 6.00 .1875 .1875 14.00 14.00 3.522 58.43 50.0 50.0 Shop Spl Bolt Pit 0 0 3-Plate• 65 6.00 .1875 .1875 12.00 12.00 27.385 419.33 50.0 50.0 Base Pit Bolt Pit 0 0 3-Plate 62 2 S1 4033 Vert Unit .00 22.47 -.02 •.02 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 20 6.00 .1875 .1875 14.00 14.00 15.755 261.35 50.0 50,0 Bolt Pit Shop SpI 0 0 3-Pia:e 66 6.00 .1875 .1875 12.00 12.00 27.593 422.52 50.0 50.0 Base Pit Batt Pit 0 0 3-Plate 15 63 2 21 6.00 .1875 .1875 14.00 14.00 5.728 95.02 50.0 50.0 Shop Spl Shop Spl 0 0 ;-P:,tte � � S1 4039 Vert Unit .00 20.50 •.05 -.OS No Snow 4,10 11,12,13,14,15 64 2 22 6.00 .1875 1875 14.00 14.00 3.522 1875 14.00 14.00 15.755 2618.35 50.0 50.0 Bait PPt Shop Sll 0 0 3 Plate MEM S1 Yy Y15.. 65 2 S1 4039 Vert Unit 15.80 20.50 .00 26 No Snow 4,10,11,11.,13,14,15 23 6.00 .1875 aP P FLANGE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE 65 2 24 6.00 .1875 .1875 14.00 14.00 5.729 95.03 50.0 50.0 Shop Spl Shop Sp( 0 0 3-Plate WIDTH THK THK Endl End2 TFT) (LBS) Fy Fy Jt1 _ Jt2 REF, 67 2 Segment Length t Type Start x/Y End x/Y 25 6.00 .1875 .1875 14.00 14.00 3.521 58.41 50.0 50.0 Shop SpI Bolt Pit 0 0 3-Plate 67 6.00 .1872 .18Y 12.00 12.00 27.281 417.74 54.0 50.0 ease Pit Bolt Pit 0 0 3-Plate No. Length .t. Type Loord-Ft. Coord•Ft. � 2 26 6.00 .1875 .1875 14.00 14.00 15.755 261.35 50.0 50.0 Batt Pit Shop Spl 0 0 3-Plate 68 6.00 .181'5 .1875 12.00 12.00 26.760 409.76 50.0 50.0 Base Pit Bolt Pit 0 U ;-Plate 69 2 4020 10.50 Raftergm 00 14.38 10.50 24.59 1 27 6.00 .1875 .1875 14.00 14.00 5.729 95.04 50.0 50.0 Shop SpI Shop SpI 0 0 3-Plate 69 6.00 .1875 .1875 12.00 12.00 26.239 401.79 50.0 50.0 Base Pit Bolt Pit 0 0 3-Plate 4011 25.01 RafterBm 10.50 24.59 35.50 25.11 70 2 40225.01 term 35.50 25.11 60.50 25. 28 6.00 .1875 .1675 14.00 14.00 11.027 182.72 50.0 50.0 Shop Spl Bolt Pit 0 0 3-Plate 70 6.00 .1875 .1875 12.00 12.00 25.718 393.81 50.0 50.0 Base Pit Bolt Pit 0 0 3-Plate 71 2 3 Not (54 29 6.00 .1875 .1875 14.00 14.00 1.025 16.79 50.0 50.0 Bolt Pit Shop Spl 0 0 3-Plate 71 h. 0 .1875 .1875 12.00 12.00 25.198 385.94 50.0 50.0 ease Pit Batt Pit 0 0 3-Plote 4021 25.01 Ra}tera0 m 60.50 25.64 85.50 26.16 72 1 4024 25.01 Rafterem 80. 26.16 110.50 26.68 30 6.00 .1875 .1875 14.00 14.00 7.977 '132.33 50.0 50.0 Shop Spl Batt Pit 0 0 !-Plate 72 6.00 .1875 .1875 12.00 12.00 24.677 377.86 50.0 50.0 Base Plt Bott Pit 0 0 3-Plate 73 2 4025 25.01 RafterBm 110.550 31 6.00 .1875 .18 F 14.00 14.00 7.026 1ate 875 .185 12.00 12.00 24.156 369.89 50.0 50.0 Base Ptt Bolt Pit 0 0 3-Plate 6.55 50.0 50.0 Bolt Pit Shop SpI 0 0 3-Pl73 6.00 .170 26.68 135.50 27.20 , 74 7 4026 25.01 Rafters." 135.50 27.20 160.50 27.72 I 32 6.00 .1875 .1875 14.00 14.00 5.7?6 91,.99 50.0 50.0 Shop Spl Shop Spl 0 0 3-Plate 74 6.00 .1875 .1875 12.00 12.00 23.635 361.91 50.0 50.0 Bate Pit Bolt Pit J 0 3-Plate 402/ 25.01 Refterem 160.50 27.72 185.50 28.24 33 6.00 .1875 .1875 14.00 14.00 15.755 261.35 50-0 50.0 Shop Spl Bolt Pit 0 0 3-Plate -- ---- 4019 , 25.0 RafMrBm . .. ... '' 185.50 .. . .... :.. _ .. _ 28.14 110.50 28.76 .::F•>.. s,:.,.> Horizontal Clearance SW Columns 4301-7 (Clear Distance between SW Coltmis at Knee) I o, ' 'k xas>::,::f� �R , k 4 ; Mbr it K-Suppt 'f-SupptNannt K-Disp Y-Disp Rototn r 4029 11.50 RafterBm 210.50 18.76 222.00 29.00 Vertical Clearance at Beck Haunch 23 0 3/8 MEN FLANGE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE _ No. No. _- (0=Ptn,l=Fix) (1n.)_._fin.) _-(rad,) _- Vertical Clenrancr ■t Frt+nt Nr inch 7.3' 2 7/8 4031.50 Raftergm 222.00 29.00 123.50 28.97 WIDTH THK THK pull Erx12 (FTL-�LB�. F3L Fy Jt1 Jt2 REF` 1 1 1 1 0 .0000 .0000 .0000 40311 15.00 RafterBm 223.50 28.97 X38.50 28.66 4032 25.01 RatterBm 238.50 20.66 263.50 28.14 1 34 6.00 .1875 .18?', '4.00 14,00 3.524 58.46 50.0 50.0 Bolt Pit Shop Spi 0 0 3-Plate 28 2 1 0 0 0000 .0000 .0000 Verticil Clearance at Ridge 27'-7 i12 4033 25.01 Ra}trrBm 263.50 1A I4 288.50 27.61 1 35 13.40 .1875 .1875 14.00 14.00 5.726 94.98 50.0 50.0 Shop Spl Shop Spl 0 0 3-Plate 56 1 1 1 0 .0000 .0000 .0000 Vertical Clearance at End Post 1 231•2 1/2 Vertical Clearance at End Post 2 23'-8 3/4 4034 25.01 RafterBm 288.50 21.61 313.50 27.09 + 36 6.00 .1875 .1875 14.OQ 14.00 15.755 261.35 50.0 SU.O Shop Spl Bolt Pit 0 0 ; Plate 57 1 1 1 0 .0000 .0000 .0000 Vertical Clearance at End Post 3 24'-3 4035 25.01 Rafterem 313.50 27.09 338.511 26.57 37 6.00 .1875 .1875 14.00 14.00 3.525 58.47 50.0 50.0 Bolt Pit Shop SpI 0 0 3-Piate 58 1 1 1 0 .0000 .0000 .0000 Vertical clearance at End Post 4 24'-9 1/4 4036 25.01 Ra}terlim 338.50 26.57 363.50 26.05 38 6.00 .1875 .1875 14.00 14.00 5.725 94.98 50.0 50.0 Shop Spi Shop SpI 0 0 3-Plate 59 1 1 1 0 .0000 .0000 .0000 Vertical Clearance at End Post 5 25'-3 1/2 39 6.00 .1875 .1875 14.00 14.00 15.755 261.35 50.0 50.0 Shop Spl Batt Pit 0 0 3-Plate 60 1 1 1 0 .0000 .0000 •0000 Vertical Clearance at End Post 6 25'-9 3/4 4037 25.01 Rifterdm 363.50 26.05 388.50 25.53 40 6.00 .1875 .1875 14.00 14,00 3.525 58.48 50.0 50.0 Bolt Pit Shop Spl 0 0 3-Plate 61 1 1 1 0 .0000 .0000 .0000 4038 25.01 Oaf terem 388.50 25.53 413.50 25.01 Verticil Clearance at End Post 1 261-4 4039 20.50 Rr} 413.50 25.01 434.00 24.58 41 6.00 .1875 .1575 14.00 14.00 5.725 94.97 50.0 50.0 Shop Sp( Shop Sp( 0 0 3-Plate 62 1 1 1 0 .0000 .0000 .0000 Vertical Clearance at End Post 8 261-10 1/4 terB.•r 42 6.00 .1875 .1875 14.00 14.0(1 15.755 261.35 50.0 50.0 Shop Spl Bolt Pit 0 0 3-Plate 63 1 1 1 0 .0000 .0000 .0000 Vertical Clearance at End Post 9 271-4 1/2 -" - 43 6.00 .1875 .1875 14.00 14.00 3.525 58.48 50.0 50.0 Bolt Fitt Shop Spi 0 0 3-Plate 64 1 1 1 0 .0000 .0000 .0000 Vertical Clearance et End Post 10 17' ? 44 6.00 .1875 - 1875 14.00 14.00 5.725 94.% 50.0 50.0 Shop Spl Shop Spl 0 0 3-Plate 65 1 1 1 0 0000 .0000 .0000 MEN FIANCE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES TNICMNESS ;NAPE Vertical Clearance at End Post 11 27'-3 1/4 WIDTH THK TMK 45 6.00 .1875 .1875 14.00 14.00 15.755 261.35 50.0 50.0 Shop Sol Bolt Pit 0 0 3-Plate 66 1 1 1 0 .0000 .0000 .0000 Vertical Clearance et Erxf Post 12 26' 9 - _ Et�i t _w�TZ____.(�BS2-fX-�_ Jt1 _Jt2_ REF. _-_-_ 46 6.00 .1875 .1875 14.00 14.00 3.526 58.49 50.0 50.0 Bolt PIt Shop Sot 0 0 3-Plate 67 1 1 1 0 .0000 .0000 .0000 1 6.00 .1875 .1873 12.00 12.00 24.181 357.12 Sn.O 50.0 Base Pit Knee 0 0 3-Plate Vertical Clearance at End Post 13 26'-2 3/4 2 6.00 .1875 .1875 14.00 14,00 •.897 80.16 50.0 50.0 Kr-. Shop Spl 0 0 3-Plate 47 6.00 •1875 .1675 14.00 14.00 5.724 94.95 50.0 50.0 Shop Spl Shop Spl 0 0 3-Ptate 68 1 1 1 0 .0000 ,0000 .0000 Vertical Clearance at End Post 14 25'-8 1/2 1 6.00 .11175 .1675 /4.00 14.00 5.373 89.12 SO.Q 50.0 Shop 48 6.00 .1875 .1375 14.00 14.00 15.755 261.35 50.0 50.0 Shop Sp( Bolt Pit 0 0 3-Plate 69 1 1 1 0 .0000 .0000 .0000 op Spit Shop SpI 0 0 l-plate 49 6.00 .1875 .1875 14.00 14.00 3.526 58.50 50.0 50.0 Bolt Pit Shop SpI 0 0 3-Plate 70 1 1 1 0 .0000 .0000 .0000 Vertical Clearance at End Pott :5 251-2 1/4 4 6.00 .1875 .IBIS 14.00 14.00 3.524 58.46 50.0 50.0 Shop Spl Bolt Pit 0 0 ;-Plate Vertical Clearance at E,xf Pntt 16 240-8 S 6.00 .1815 .1874 +±.00 14.00 15.1SS 261.35 50.0 30.0 Bolt Pit Shop Spl 0 0 3-Plate SO 6.00 .te75 .1975 14.00 14.00 5.724 94.95 50.0 50.0 Shop Spl Shop Spl 0 0 ;-Plate 71 1 1 1 0 .0000 .0000 .0000 Vertical Clearance it End Pott 17 24' 1 ]/4 b 6.00 .ISYS .ISIS 4.00 14.00 5.726 94.99 50.0 50.0 SR 51 6.00 .1875 .1875 14.00 14.00 15.755 261.35 50.0 50.0 Shop Spl Bolt Pit 0 0 3-Plate 72 1 1 1 0 .0000 .0000 .0000 Vertical Clearance at End Pott 18 23' 7 1/2 op SpI Shop Spl 0 0 3-Ptate 52 6.00 .1875 -IBM 14.00 14.00 3.527 58.50 50.0 50.0 Bolt Plt Shop Spl 0 0 3-Plate 73 1 1 1 0 .0000 0000 0000. • . 1 6.00 .1815 .1875 14.00 14.00 ].524 58.46 $0.0 50.0 Shop Spl Balt Pit 0 0 ; Plate 6.00 •1875 •1875 14.00 14.00 5.723 94.94 50,0 50.0 Shop Spl Shop SpI 0 0 3-Platy 74 i 1 1 0 4 0000 U00010000 Vertical and horizontal clearances are based an goometry only and do not consider frame deflections. 8 6.00 .1875 .1875 14.00 14.00 15.755 261.35 $0.0 50.0 Bolt Pit Shop SpI U 0 3-Plata 5If framor deflection is critical to a claarome, consult VP Buildings for a specific recoiwnerdstion. 9 6.00 .1875 .1875 14.00 14.00 5.126 94.99 50.0 50.0 Shop � S4 6.00 .1875 .1875 14.00 14.00 10.546 174.94 50.0 50.0 Shap Spl Shop Spl 0 0 3-Plate SpI Shap ,pl 0 0 3-►lair SS 6.00 .1875 .1875 14.00 14.00 4.002 65.32 50.0 50.0 Shop l Knee 0 0 ]-Plate � �$, 10 3.00 .1975 .1e7S 14.00 14.00 ] 524 58.45 50.0 50.0 Shop oP SP , ap Spl Bolt Pit 0 0 3 ►late Sb 6.00 1875 .1875 12.00 12.00 24.390 360.31 50.0 50.0 else Plt Knee 0 3Plte rIlbr on _ 1t 6.00 •1915 .1875 14-OC 14.00 15.755 261.35 50.0 50.0 Bolt pit Shap Spi 0 0 3-Plate Jit to rim LOAD CMINATIOI NOR I20NTAL VERTICAL NONENT LOCATICO - 12 b.'0 .1875 .1875 14.00 14 DO 5.T27 15.00 50.0 50.0 Shop Spl Shop Spl 0 0 ;-Plate 57 6.00 .1875 .1875 12.00 12.00 23.218 355.53 50.0 50.0 ease Pit Bolt Pit 0 0 ;-Plate No. No. (kips) (kips) (in-kips)58 6.00 .1875 .1875 12.00 12.00 23.739 363.51 50.0 So.o Bele Pit Belt Pit 0 0 3-Plate 1 2 - 7850 SW Dartmouth 131, CRN POST 1 D +Cg +L .00 .84 .00 AT .00 FT FROM BACK 7960 SW OaAmoW,Sh. 7980 8W Darbntslsth Sir. SUPIBM-0p4B1,RIEC1BBe 00808 BUP1999.00497,MECA999-04509 BUP7850 8 417,M ourth Sir. --- ----- -___--•---- es or toe --_-- M7 of 20 411409 7850 SW Dartmouth Sir. Ot of 20 BUPi9-00497•MEC1999-00501- ---- --_---_-� --�- 99 86 of 203 a..•;_..,, urwrn rrlww.aw=>�nrrarr=w ,Ms,. +wie LE4IEILITY STRIF C.A�ipa ) 3 a g 1" 11" '�"' 11" 1t I) ILII 1111 1111 Iltl ILII 1111 (III ILII III ILII ILII till 11111111 IIII ILII 1111 ILII ILII ILII 1111 fill Illt' 'nii ilii un nn uu � i � � ., � i � � l - o o I 2 1>j 14 Id t'P ( 10 20 21 12 23 24 2n 28 27 28 29 30 Ca 25- 49 n Y. r lew - - aiWaraaaerteaa•r , VP Buildings PRIMARY FRAME VP Buildings PRIMARY FRAME VP Buildings PRIMARY FRAME �✓�' DESIGN DATA DATE: 12/22/99 DESIGN DATA DATE: 12/22/99 T PRIMARY FRAME IPro a Name 4485-0jitco r,2ard,OR) (Project Name 44b5d'ouco T ga,d,OR) TIME: 11:41 DESIGN DATA DATE: 12122 99 VP Buil(iiPlgs TIME: 4 of I_ (Project a No ME9901258 Tigan!,OR) TIME: 11;41 DESIGN DATA (VP rfuuu No ME99t1125834J01) (VP Quote Na ME99U12583-00U PAGE: 24 of 59 PAGE: 25 of 59 (VP Quote No : ME99012583-0UU DATE: 12/22/99 � � PAGE: 26 of 59 _ (Project Name 4485-Cos4u T,gua. Uk, IVP Order No ME99703 1410) 137(1 11 (•Addition) -- (VP Order No : ME9970372-00) T�T '370 1 mon ----------------- -• ---- --- (VP Order No : ME997U372-00) 37U 1 Addiunn 111111^.: 11:41 Vtrdn3.6RUCn ^^ --^ --^� --^------^ -^^--- •- - ---- JVP(Note No : ME9%12583 W'I LOCATION NSM - -- YRnbn 3.6 Order No ME99703723X)I PAGE: 27 of 59 LD CASE lOAD COMBIMAiION HORIZONTAL VERTICAL MOVEN T IOM LD CASE LOAD COMBINATION HOR12l)11TAL VERTICAL "ENT IOC.,TION -•-.- _ 1370.11 Addu,on) LU CASE LOAD COMBINATICIN HORIZONTAL VERTICAL MOMENT LOCATION 9 - - - -��) 1 -- -- - q�- -- -- (kips) _ S 1 - ----- ---- k( ia) _ (kips) (in-kipa) ---- - _� - ____VRtttbn3.6 {kips) t.t-Tips END POST 3 D +C + al 00 5.30 d0 AT 159.29 FT FROM BACK LO CASE LOAD COMBINATION RAFTER BM 1 D •C +l OU OU OU AT 220.79 FT /ROM BACK MCIRIZO11iA1 VERTICAL MOMENT LOCATION ! END POST 5 D +W1> 1.72 •.52 .00 AT 337.29 FT FROM BACK CRN POET 1 D *Cq •l .00 2.92 .OU Al 431.58 fT FROM BACK END POST 3 D *Cq ••al .UO 5.42 .OG AT 184.29 FT FROM BACK __Jkips) (in-kip END POST 5 D +W1> 1.65 -.53 .00 A, 36.29 FT FROM BACK END POST 8 D +C9 +E> ENO POST i D •Cq +L .00 7.90 .00 AT 9.29 FT FROM BACK END POST 3 D +Cq **&L .00 5.59 .00 AT 209.29 FT FROM BACK END POST 5 D +W1> 1.59 •.54 .00 AT 387.29 FT FROM BACK .00 4.52 .00 AT 34.29 FT FROM BACK END POST 1 D *Cq •I .OU r.CB .00 AT 34.29 FT FROM BACK END POST 3 D +C9 +•aL .00 2.87 .00 AT 222.29 FT FROM BACK END P 8 D +Cq +E> .00 4.18 .60 AT 59.29 fT FROM BACK END POST 5 D +W1> 1.311 •.53 .00 AT 412.29 FT FROM BACK EMD F>OQ0�T 8 0 +C + > END POSY 1 D •Cq •t .00 8.75 .00 AT 59.29 FT FRO/( BACK ENO POS1 3 0 +Cq +•aL .00 5.12 .00 AT 237.29 FT FROM BACK q F .00 4.75 .00 AT 84.29 FT FROM BACK • CRN ENO POST 8 D *Cq +E> POST 6 U +<W1 .39 .26 .00 AT .00 FT FROM BACK EN, POST 8 D +C9 +E> EMU POST 1 D *Cq •l OC 9,37 .00 AT 84.29 FT FROM BACK END POST 3 0 +C9 • aL .00 6.18 .00 AT 262.29 F1 FROM BACK RAFTE 8M 6 D +<W1 6.30 JO .00 AT 220.79 FT FROM BACK 00 4.41 .00 AT 109.29 FT FROM BACK Elio POST 1 D *Cg +t .00 9.02 .00 AT 109.29 F1 FROM BACK EMG t>05T 3 D +Cq +•al .00 5.81 .00 AT 287.29 FT FROM BACK CRM POST 6 D +Nq 1 .6J .15 .00 Al 431.58 FT FROM BACK END POST 8 D +C +E> .06 4.30 .00 AT 134.29 F1 FROM BACK END POST 1 p •Cq •l .00 8.93 .UO Ai 134.29 FT FROM BACK EMD POSE 3 0 *Lq +•al ,00 5.40 .04 At 312.29 FT FROM BACK 0o 4,27 .00 AT 159.29 FT FROM TACK END DOST 6 D +<W1 -1.04 -.39 .00 AT 9.29 FT FROM BACK ENO POST B D -Cg +E> .CO 4.54 ,00 AT 184.29 fT ikCN BASK END POST 1 D •Cg +t .00 8.85 .00 AT 159.29 FT FROM BACK END POST 3 D +C9 *•aL .00 5.86 Oil AT 337.29 FT FROM BACK END POST 6 D +<W1 -1.53 -.57 .00 AT 34.29 F1 FROM BACK END POST 8 D +C + - two POST 1 0 *Cq •L .00 9.30 .O( AT 184.29 FT FROM PACK, END POST 3 D +Cq +•aL .00 5.90 .00 Al 362.29 FI FROM BACK ( q FOB 4.24 .00 AT 109.29 F1 FROM BA,:K ENO POST o D +<W1 -1.60 -.53 .OU AT 59.29 FT FROM BACK � EMD POST 8 0 +Cq .E> .00 2.04 .00 AT 222.29 F1 FROM BACK EMD POST 1 D *Cq •L .00 8.35 .00 .iT 209.29 FI FROM BACK END POST 3 D *Cq *•YL .00 6.20 .00 AT 387.29 FT FROM BACK END POST 1 D *Cg •l 00 4.49 .00 A' 222.29 FT FROM BACK END POST 3 D +Cq +681. .00 5.63 .00 AT 411.29 FT FROM BACK END POST b D +<V1 1.66 53 .00 AT PA.29 FT FROM BACK ENO POST tl D +Cq •E> .00 4.29 .00 AT 237.29 FT FROM BACK END III 1 0 •Cq •L .00 Z 66 .00 AT 2J7.?9 FT FROM BACK CRN POST 4 D +C9 +S .00 1.38 .00 AT .00 FT FROM BACK END POST 6 D +<W1 -1.73 -.52 .00 AT 109.29 FT FROM BACK END POST 8 D +C9 +E> ,00 4.98 .00 AT 262.29 FT FROM BACK END POST 6 D +<W1 -1.80 -.51 .UO AT 134.29 FT FROM BACK ENO P051 8 D +Cq +E> .00 4.81 .00 AT 2E7.29 FT FROM BACK ENO POST 1 0 *Cq •l .OU 9.7`• .UO AT 262.29 fT FROM BACK pAiIER BM 4 D *Cq AS .00 .00 .00 AT 220.79 FT FROM BACK <W1 -1.86 •,50 .00 AT 159.29 FT FROM BACK I END POST 8 0 +Cq •E> END POSI 1 0 •Cq •L .00 9.44 .00 AT 287.29 FT FROM BACK CRN POST 4 D +Cg AS .00 4.70 .00 AT 431.58 FT FROM BALK EMO !`OST 6 D +END POST 6 D +.cwi -1.93 -.53 .00 AT 184.29 FT FROM BACK END POST 8 D +C 0o 4.85 .00 AT 312.29 FT FROM BACK END POST 1 D •Cq •L .00 9.51 .00 AT 312.29 fT FROM BACK END POST 4 D +Cq •S .00 10.63 .00 AT 9.29 FT FROM BACK q *E> .00 4.81 ,00 AT 337.29 FT FROM BACK <W1 -1.52 -.33 .00 AT 209.29 FT FROM BACK END POS1 8 0 *Cq +E> .00 4.88 .00 AT 302.29 FT FROM BACK I fN0 POS' 1 D •Cq •L .01. 9.47 .00 AT 337.29 ft FROM BACK END POST 4 D +Cq +S .00 13.22 .00 AT 34.29 FT FROM BACK END POS; 6 D + E EMU PUSI 1 D •[q •l .OU 9.53 .00 AT 362.29 fl FROM BACK EMD POST 4 D +Cq •S .00 12.52 .00 AT 59.29 fT FROM BACK ND POST 6 D +<WI -1.13 .09 .00 AT 222.29 FT FROM BACK END POSE 8 D +Cq +E> .00 5.D9 .00 AT 387.29 FT FROM BACK EMU PUSI 1 p OCR •l .UO 9.719 .00 Ai 381.29 fl fkBACK END POST 4 0 +Cq •S .00 13.19 .00 AT END POST 6 D +<W1 -1.59 .Si ,00 AT 237.29 fT FROM BACK END POST 8 0 +Cg +E> .00 4.60 .00 AT 412.29 FT FROM BACK FROM114.29 FT FROM BACK EMO POST 6 D +<W1 -1.92 -.S2 .00 AT 262.29 fl I" BACK CRM POST 9 D +C •<E EMU POST 1 D *Cq •l .00 9.17 .00 AT 412.29 F1 FROM BACK END POST 4 D +Cg AS .00 12.82 .00 AT 109,29 FT FROM BACK 9 .03 .43 .00 AT ,00 FT FROM BACK j CRN POST END POSt 6 D +<Vl -1.85 -.50 .00 AT 187.29 FT FROM BACK RAFTER BM 9 D +Cq +<E 16.14 •00 .00 AT 220.79 FT FROM BACK y D *CV •al• .OU •.19 .00 OT .00 fT FROM BACK ENO POST 4 0 +Cq *S .00 12.74 .00 AT 134.29 FT FROM BACK RAFTER BM 0 •Cg •al• .00 .00 .00 AT 220.79 FT FROM END POST 6 0 +N1 -1.78 •.51 ,UO Ai 312.29 fT FROM BACK CRN ROS1 9 D +Cq +<E BACK END POST 4 D +Cq +S .00 12.62 .00 AT 159.29 fT FROM BACK .03 1.S3 .00 AT 431.58 fT FROM BACK CRN POST 1 D *Cq •al• .00 1.18 .00 Al 431.58 FT IRON BACK END POST 4 D *Cq •5 .00 13.24 .00 AT 164.29 FT FROM BACK ENO POST 6 U *<W1 •1.72 -.52 .00 AT 337.29 FT FROM MACK END POST 9 D •Cq +<E ,00 3.86 .00 AT 9.29 FT FROM BACK EMU POST T 0 *Cg *at .00 5.62 .00 AT 9.29 FT FROM END POST 6 D *<W1 -1.65 -.53 .00 AT 362.29 FT FROM BACK END POST 9 U •Cq +<E .00 4,51 .00 AT 34.29 FT FROM BACK • IM BACK END POST 4 C •Cq •S ,O0 11.27 .OU AT 209.29 FT FROM BACK FMD POST 6 D *<Y1 •1.54 -.54 .00 AT 381.29 F1 Fs ON BACK END POST 9 0 +Cq ♦<E two PoT U *cg •al• .00 5.35 .00 A/ 34.29 FI FROM BACK END POST 4 D +Cg +S ,00 5.13 .00 AT 222.29 F1 FROM BACK .00 4,18 .00 AT 59.29 FT FROM BACK I EMD POST 6 D +<W1 •1.38 -.52 .00 AT 412.29 FT FRCV BACK ENU POST 9 D +Cq +<E 00 4.l5 OQ AT 84,19 FT FROM BACK IND POST 1 D •Cq •al• .00 5.12 .00 AT 59.19 F1 FROM BACK EMD POST 4 D •Cg AS .00 11.64 .00 AT 237.29 FT FROM BACK CAM POST T D -WP .55 .26 ,00 AT .00 F1 FROM C4CK END POST 9 0 +Cq +<E It NU POST 2 D •Cq *at* .00 5.74 .00 AT 64.29 FT FROM BACK END POST 4 D +C9 *S .00 13.69 .00 AT 262.29 FT FROM BA-K RAFTER ON 7 0 +.WP ,01 ,00 .00 AT 220.79 FT FROM BACK END POST 9 D •C E .00 4.41 .00 AT 109.'19 FT FROA BACK iAID POST T 0 OCR •al• .UO 5.41 .00 AT 109.29 IT FROM BACK END POST 4 D +Cq *S .00 13.21 .00 AT 287.29 fT FROM BOCK 9 +< .00 4.30 .00 AT 134.29 F1 IRON BACK CRN POST 7 0 +WP -.56 ,02 .00 Al 431.50 fT FROM BACK EMO POST 9 p +Cq .<E iNO PO9 +< .00 4.27 .00 AT 159.29 FT rkUM BACK ST 2 0 •Cq •8l• .UO 5.31 UU AT 134.29 IT FROM BACK END POST 4 D +Cq +5 .00 13.33 .00 AT 312.29 FT FROM BACK END POST 7 D *WP .00 •.40 ,00 AT 9.29 FT FROM BACK END P05T 9 D +C II NO POST 2 D *Cq •al• .00 5.10 .00 AT 1IM 59.29 F1 FROM BACK END POST 4 D +Cg •5 ,00 13.27 .00 AT 331.29 FT FROM BACK F .00 4.54 .00 AT 184,29 F( FROM BACK ENO POST 7 D •WP ,00 •,57 .00 AT 34.29 FT FROM BACK END POST 9 D +Cg +<F. .00 4.24 .00 AT 209.29 it FROM JACK INU POST 2 D •Cq •al .00 5.80 .00 Al 184.?9 I1 FROM BACK EMO POST i D +Lg *S .00 13.32 .00 AT 362.29 FT FROM B:.CK ENO POST 7 D +WP .00 -.53 .00 AT 59.'19 FT FROM BACK ENO POST 9 D +C *<E IND POST T D *Cq +al• .00 4.16 .00 AT 209.19 FT FROM BACK END POST 4 D +Cq +S .00 13.61 .00 AT 387.29 FT FROM BACK 9 .00 2.05 .00 AT 222.29 FT FROM BACK IND POST 1 D •Cq •al• .00 2.56 .00 Al 222.19 FT FROM BACK END POST 4 D +Cq +S .00 12.91 .00 AT 412.29 FT FROM BACK END POST 7 D +WP .00 -.53 .00 AT 84.29 FT FROM HACK END POST 9 D +Cq +<E .00 4,35 .00 Al 237.29 Fr FROM BACK tNO POST 7 D +WP ,00 •.52 .00 AT 109.29 FT FROM BACK END POST 9 D +Cq +<E .00 5.06 .00 AT 262.19 Fi FOOM BACK EMU Po;t 1 p •Cq •al• .00 5.7E .00 AT 237.29 fT FROM BACK CRN POST S D *W1> •.63 .34 .00 AT .00 FT FROM BACK ENO PG:I T D •C •al• .00 S.90 .00 AT 262.29 FT FROM BACK RAFTER BM 5 D +W1> END POST 7 D +WP ,00 -.51 .00 AT 134.29 FT FROM BACK FWD POST V D +C9 -E .00 4.89 .00 AT 287.29 ft iROM BACK 9 I 6.25 .00 .00 AT 220.79 FT FROM HACK EMU PUEND POST 7 D +WP .00 -,49 .00 AT 159,29 FT FROM BACK END POST 9 D +Cq +<E .00 4,93 ,00 AT 312.29 FT FROM BACK '.I 1 0 •Cq •�l• .00 5.88 .00 AT 287.29 Fi FROM BACK CNN POSE S D *W1> -,40 .03 .DQ AT 431.58 fT FROM BACK END PO'.? T D *Cq +at• .00 5. ENO POST 7 D *WP 00 -.53 .00 AT 184.29 Ft FROM BACK END POST 9 D •Cq •<E ,00 4.90 ,00 AT 337.29 fT fR(M BACK 88 .00 A 312.19 FT FROM BACK END POST 5 D *W1> 1.04 •.39 .00 AT 9.29 F1 FROM BACK END DOST 7 D +WP 00 -.32 .00 AT 204.29 FT FROM BACK END POST 9 0 +C END POST T D *Cq •al+ .00 S.85 .DO AT 337.:9 FT FROM BACK END POS1 5 D +Wi> 1.53 -.57 .00 Al 34.2.4 FT FROM BACK q +<F .00 4.96 ,00 AT 362.19 FT FROM BACK END PUSI 2 D •C9 •al• END POST 5 D +W1> END COST 7 D +WP ,00 .22 .00 Al 2[2.29 FT FROM BACK END POST 9 D +Cg +<E .00 5.94 ,00 AT 362.29 fl TR(M BACK 1.60 •.S] .UO AT 59.29 ft FROM BACK .QOM 5.17 .00 AT 387,29 fl FkCM BACK two POST T D *Cq •al• .00 6 05 .00 AT 367.29 FT FROM BACK END POST 5 D *W1> 1.66 •.53 .00 AT 04,29 FT FROM BACK END POST 7 D *WP .00 -.37 ,00 AT 237.25 FT FROM BACK CND POST 9 D +Cq +<E 00 4.67 .00 Al 412,29 FT FROM BACK • EMO POST T D *C9 •d END POST 7 0 *WP .00 •.52 .00 AT 762.29 FT FROM BACK CRN POST 10 D +S Wl>• .00 5.94 ,00 Al 412.29 F1 FROM ENO POST S D +W1> 1,73 •.52 .00 AT 109.19 FT FROM BACK '•63 .86 .00 AT .00 FT FRIM BACK CRN PCs I D •C ••el .00 1.62 .00 AT .00 F1 FROM BACK END POST 5 D *W1> END POST 7 D *WP .00 -.50 .00 AT 287.;9 FT FROM BACK RAFTER BN 10 D +S +W1> •6.25 OU .00 AY 220.79 FT FROM BACK 9 1.80 •.51 .00 Ai 134.29 FT FROM BACK RAFIfR ON 3 0 •C9 ••el .00 ,00 .UO AT 220.79 F1 FROM BACK END POST 5 D +W13, 1.86 •.50 .00 Al 159.29 FT FROM BACK END POST 7 D *WP .00 •,K1 .00 AT 312,29 FT FROM BACK CNN POST 10 D AS +W1> -.40 1.62 .00 AT 431.58 FT FROM BACK END POST 7 D +WP .00 -.52 ,00 AT 337.29 F1 FROM BACK END POSY 10 D +S *W1> 1.04 3.10 .00 AT 9.29 F1 FROM BACK CRM POST 7 D •Cg • N .OU 2.47 .00 Al 431.58 fT FROM BACK END POST 5 D +W1> 1.93 •.53 .00 AT 184.29 FT FROM BACK [NO Vo.l 3 0 •Cq 004E .00 4.48 .00 AT 9.29 Ii FNO1 BACK EMO POST S D +W1> END POST 7 D +WP .00 •.53 .00 AT 362.25 FT FROM BACK END POST 10 D AS +Wi>1,52 •.33 .00 AT 209.29 FT FROM BALK 1.53 3.78 .00 AT 34,29 fT FROM BACK END POST 7 D *WP .00 •.54 .00 AT 387.29 fl FROM BACK END POST 10 D •S +W1> 1,60 3.65 .00 AT 59.29 FT FROM BACK two POSr I D •Cq *041. ,00 5.75 .00 A'. 34.24 fT FROM BACK END POST S D •W1> 1.13 .09 .00 AT 222.29 fi FROM BACK ENO POST 7 D +WP .00 .53 .00 At 412.29 FT ! )ON BACK END POST 10 D S +W1> ENO PO%I 1 D *CR ••*L .00 5.11 .00 At 59.29 FT FROM BACK END POST S D •W1> 1.59 •.37 .00 AT 237.29 iT FRC(I: BACK 1.66 3.69 .00 AT 84.29 FT FROM BACK CRA POST 8 D +Cg +E> -.03 .43 .00 AT .00 FT FR)M BACK FWD POST 10 D AS *W1> 1.73 3.69 .00 AT 109.29 FT FROM BACK [NO POST I 0 •C9 ••al .OU 5.76 .00 Ai 84.24 fT 'RCN BACK SND POST S D •W1> 1,92 •,S2 .00 AT 262.24 iT FROM BACK IND POST I D •C *•al .00 5.41 .00 AT 109.29 FT FROM BACK RAFTER BM 8 D +Cq +E> •16.24 .00 UO AT 220,79 FT FRG4 BACK cpiL i• ST 10 D *S +W1> 1.80 3.71 .00 AT 134.29 fT FROM BACK 9 EMO POST 5 D +Y1► 1.85 •,SO .OU Ai 287.4 FT FROM BACK CRN POST 8 D •C *E> •.03 1.50 .00 AT 431,58 fi FROM BACK ENO "OST 10 0 *S +W1> Ii ND POST 3 D •Cq *•oL .00 5.29 .00 AT 134.29 FT FROM BACK END POST 5 0 +W1> 1,78 -.51 .00 AT 312.29 FT FROM BACK 9 1.86 3.68 .00 AT 159.29 FT FROM BACK 7850 SW Dartmouth Sir. END POST 8 D *Cq *E> .00 3.86 .00 AT 9.29 FT FROM BACK END POST 10 D *S +W1> 1.93 3.82 .00 AT 184.29 FT FROM BACK 7880 Dartmouth Sir. 7880 SW Dartmouth Sir. ENO POST 10 D +S •W1> 1.52 3.18 .00 AT 209.29 FT FROM BACK BUP1999-OOIg7,MEC1999-00509 BUP1999-00497,MEC19C1999.00B09 49-00497,MEC1999.00509 7850 SW Dartmouth qtr. 89 0l 203 90 of 203 BUp1y91 of 203 BUP1911 00497,MFC1999.00509 of 203 IIIIINO�VP Buildings PRIMARY FRAME VP Buildings PRIMARY FRAME VP Buildings PRIMARY FRAME --- V PRIMARY FRAME P Buildings DESIGN DATA DATE: 12/22/99 DESIGN DATA T DATE:: 12/22/99DESIGN DATA DATE: 12/22/99 DESIGN DATA DATE:: 12/22/99 ! Of m)ect Name 44N5('Waco Tigard, OR) TIME: 11'41 E (Project Name' 4485-Costco its.d,OR) (VN Quote No M1:99t1125R31N)I I ---- TIME: 11:41 PAGE: 28 of S9 (VP Quote No.. ME990125RI.001) (Project Name: 4483 Cn,tco Tigard,OR) TIME: 11:41 (Pro Name 44115-Costco TI ud,URI (VP Order No M1:9470172 oo) 1711 11 (AJJ10on) PAGE: 29 of S9 IN -- (VP Quote No.: ME990125R3.001) - 8 TIME: 11:41 ( ' -' - --------- - ---------- --- - --�-. (VP Order No.: ME9970372-00) 1370.11 (Addition PAGE;: 30 Of 59 (VP Quote No,. MF.99012SR3JK)I) PAGE: - -1 -- - --- --•. 1-_- (VP OrderNo.: ME9970372-0U) 1. ._.._�,,,,. 1370 (Addle n (VP On1er Nu : ME9970372.1x)) RLAC`T1ON SU Venkn 3.6 Vettbn 3.6 �-�'-"- O f 59 I M�►UiIIYB I NA T ION- -_ -__- _ T I CAL MOMENT r+C�79�`i NAl�ll .. - - - ___ _ -- Vection 1.6 t'1jQN RY__ _ _.__ Version 3.6 I CASE L COMBINATION HORIZONTAL VERTICAL MOI[Nf LOCATION __ -.. _• - __.----� _ -� ----yw------.--- L LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION LD CASE LOAD COMBINATION MOR120NTAI VERTICAL MOMENT LOCATION LD CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION - - --- -- -- _ ---- - (k i ps2_-L i l__� k iPel-.-----------._.-------y (k I DCL _ Z s i n k i Df) -J ---- -.--- --_ -__kL iPe_1-Lk iL)s fin:k_ �-_ - ItENp POST 10 D •S •W1> 1.13 1.63 .00 Ai 222.29 fT FROM BACK END POST 12 D +S *WP .00 3.61 .00 AT 412..29 FT FROM BACK END POST 15 D +C *S +VP ENO POST 17 <E 00 .04 UO ) 287.29 F1 FROM BACK MO POST 10 D •S •W1> 1.59 3.29 .00 AT 237.29 IT FROM BACK q .00 11.56 .00 AT 1D9.29 FT FROM BACK CRN POST 13 D +C9 +S *W1> .32 1.36 .00 AT .UO FT FROM BACK END OST 15 D +C +S +WP ,00 11.48 .00 AT 134.29 FT FROM BACK FMO POST 10 0 •S •W1> ° END DOST 17 <F .00 .0� .Ol` AT 31',29 FT FROM BACK 1.92 3.81 ,OU AT 262.29 fT FROM BACK q RAFTER T 13 D •Cq +S +W1> 3.13 .00 .00 AT 220.74 FT FROM BACK END POST 15 D •Cq +S +WP .00 11 37 .00 AT 159.29 FT FROM BACK [MO POSi 10 0 •S ^W1> 1.85 7.68 .00 AT 287,29 FT FROM BACK ENO POST 17 <E .OU .U4 .00 AT 337.29 FT FROM BACK CRN POST 13 D *Cq +S +W1> -.20 4.29 .00 AT 431.58 FT FROM BACK END POST 15 D +Cq *S +WP ,00 11.91. 00 Al 184,29 FT FROM BACK END POST 17 <E .OU .04 .00 AT 362.29 FT FROM BACK POST 10 D +S •ul> 1.72 3.60 .00 AT 312.29 IT FROM BACK ENU POST 13 D +C9 +S •W1> .52 9.80 ,00 AT 9.29 FT FROM BACK ENO POST 15 C +Cg •S •Wr .00 16.23 .00 AT 209.29 FT FROM BACK END POST 17 <E .00 .04 ,00 AT 387.29 F1 FROM O',CK t P) MOST 10 D *S •W1> 1.72 3.69 .00 AT 337.29 Ft FROM ,TACK END POST 13 D +Cg •S +W1> .77 11,92 .00 AT 34,24 FT FROM BACK ENO POST 15 D •C +S •WP ENO POST 17 <E .00 .03 .00 AT 412.29 FT FROM BACK END POST 10 0 •S wt> 1.65 3.68 .00 AT 362.29 !1 ;I.,;' ^ACK 9 .00 4.74 .00 AT 222.29 FT FROM BAC( EMO POST 13 D •C9 +S •W1> 80 11.28 00 AT 59.29 fT FROM BACK END POST 15 0 +C +S +WP .DO 10.54 .00 AT 237.29 FT FROM Barr _ ENO POST 10 p AS W1> 1.59 3.60 .00 At ]/17.19 iT FROM BACK q �- ENO POST 10 0 •S +W1> EMD POST 13 D *Cg +S +W1> 83 11.93 00 AT 84.29 FT FROM BACK END POSY 15 D +Cq •S +Wp .00 11.96 00 AT 187,29 FT FROM BACK -^- 1.38 3.61 ,00 AT 412.29 FT FROM BACK 9 r .86 11. 6 00 AT 109.29 FT FROM PACK 9 00 12.39 00 AT 262.14 FT FROM BACK ENO POST 1.3 D •C +S *W1> - CRN POST 11 D *S •N1 .30 .74 .00 AT 00 FT FROM RACK END POST 15 D •C *S +WP SIDE -----BASF PLATE DATA.- • •••ANCHOR BUT DATA---- WELDING RAFTcR BM 11 D •S •<Y1 END POST 13 D +Cg +G +W1> .90 11.48 .00 AT 134.7.9 FT FROM BACK 6.30 .00 .00 AT 220 ;9 FT FROM BACK END POST 15 0 *Cq +S +WP .00 12.07 .00 AT 312.!9 FT FROM BACK - - WIDTH It THK k IENGTM __QTY SIZE PATTERN EMD POST 13 D +Cq •S W1> ,93 11.37 .00 AT 159.29 fi FROM BACK --- -- -�----------------- -- ---• CRN POST 11 D •S +<W1 .64 1.75 .00 AT +31.58 F FROM BACK END POST 15 D +Cg +S +WP .00 12.02 .00 AT 337.29 FT FROM BACK CRN POS, Il) 1.04 X .3650 X 13.00 (4) /r VC DIA. A36 OS-3 END POST 13 D +Cq *S +W1> .96 11,94 .00 AT 184.29 FT FROM BACK END POST 15 D +Cq +S NFP .00 12.07 .00 AT 362.29 FT FROM BACK CRN POST . " 0 X .3750 X 13.00 (4) / (-3104 Di A. A36 CIS-3 [ND POST 11 D •S +<Y1 •1,04 3,09 .00 AT 5.29 FT FROM BACK END POST 13 D •Cq *S *W1> ,76 10.22 .00 AT 209.29 FT FROM BACK EMD POST 15 D +Cq +B NFP ,QOM 12.35 .00 AT 387.7.9 FT FROM BACK END MOST x-:00 X .3750 X 13,00 (4) /�i/4 DIA. A36 OS-3 END POST 1' D •S •<W1 -1.53 3.68 .00 AT 34,24 fT FROM BACK END POST 13 D +Cq +S +W1> 57 4.d8 .00 AT 7.22.29 FT FROM BAC/. END POST 1S D +Cg +S +WP .00 11.68 .00 AT 411.79 rT FROM BACK END POST a.40 X .3750 X 13.00 (4) f j3f4 DIA. A36 OS 3 END POST 11 D •S +<W1 1.60 3.65 .00 AT 54.29 FT FROM BACK END POST 13 D +Cg +S *W1> .79 10.55 .00 AT 237.29 FT FROM BACK CCN POST 16 E> 1 .03 .00 .00 AT .00 FT FROM BACK END POST B.-B0 X .3750 X 13.00 (4) / l it4 DIA. A36 OS-3 No POST 11 D •S •<W1 -1,66 3.69 ,00 AT 84.29 IT FROM BACK END POST 13 D *Cq •5 +W1> .96 12.39 .00 AT 262.29 FT FROM BACK RAFTER ON 16 E> -16.14 ,00 .00 AT 220.79 FT FROM BACK END POST 9-00 K .3750 x 13.00 (4) fy-&E4 DIA. A36 OS-3 fND POST 11 J •S +<W1 -1.73 3.69 .00 AT 109,29 iT FROM BACK ENO tilts 11 D •S •<W1 •1.80 3.71 .00 AT 134.29 it FROM BACK END POST 13 D *Cg AS +W1> .92 11.96 .00 AT 287.29 FT FROM BACK CRN POST 16 E> -,03 -.02 .00 Al 431.58 FT FROM BACK F.ND POST "0 X .3750 X 13.00 (4) /11-3(4 DIA. A36 OS-3 END POST 11 0 •S •<WI END POST 13 D +Cg +S +W1> .89 12.07 .00 AT 312.29 FT FROM BACK •1.86 3.68 .00 AT 159,19 FT FROM BACK END POST 16 E> .00 .00 .00 AT 9.29 FT FROM BACK END POST b.q9 x .3750 x 13.00 (4) /TI •iti••OIA. A36 OS-3 END POST 11 D +S •<W1 END POST 13 D +Cq AS +WI> .66 12.02 .00 AT 337.29 FT FROM BACK EON) POST 16 E> (1 -1,93 3.82 .00 AT 184.29 FT FROM BACK I 00 .00 .00 AT 34.24 FT FROM BACK END POST 8-00 X 3�0 X 13.00 (4) { 3ti DIA. A36 OS 3 END POST 11 0 •S +<W1 END POST 13 0 *Cq *S •W1> 83 12.07 .00 AT 362.29 FT FROM BACK -1,52 3.18 .00 AT 209.29 FT FROM BACK Elio p POST 16 .00 QO .00 AT 59.29 FT FROM BACK I END POST SAO X .3750 x 13.00 (4) it -4,44 DIA. A36 OS-3 I END POST 13 0 +Cq >+S +W1 EMO POST 11 D *S 4441 •1,13 1,63 ,00 AT 222.29 FT FROM BACK .79 12.35 .00 AT 387.29 F1 FROM BACK .00 .00 .00 AT 84.29 FT FROM BACK ENp POST -MO X .3750 x 13.00 (4) 11 DIA. A36 OS-3 Ela POST 11 D •S •4W1 END POST 13 D +Cq +S +W1> .69 11.68 .00 AT 412.2.9 FT FROM BACK END POST 16 E> / 1.59 3.29 .00 AT 237,29 FT FROM BACK ENO POST 16 F.> 00 .00 .00 AT 109.29 FT FROM BACK END POST B.AO X .3750 X 13.00 (4) /T1-3t4 DIA. A3C OS 3 ETR) POST 11 0 *S *<U1 CRM PO FI 14 D +Cq *S *<W1 .10 1.30 .00 AT .79 FT FROM BACK END POST 16 E> .00 .00 .00 AT 134.29 FT FROM BACK ENO POS; A"O x .3750 X 13.00 (4) /rl 3t4 DIA. A31, OS•3 -1,02 3.81 .00 AT 162.29 f; FRtM BACK RAFTEP BM 14 D *C +S •<W1 two POST 11 D •S •<W1 -1,85 3,68 ,00 AT 287.14 FT FROM BACK 9 3.15 .00 00 AT 220.74 FT FROM BACK END POST 16 E> ,00 ,00 .00 AT 159.29 FT FROM BACK ENO POST d-»0 x .3750 X 13.00 (4) IF -11A DIA. A36 OS-3 END POST 16 E> END "1 11 D *f *<W1 •1.78 3.10 .00 AT 112.24 Ft FROM BACK CRN POST 14 D +Cq *S +<W1 .32 4.36 ,00 AT 431.58 FT FROM BACK ,00 ,00 .00 AT 184.29 FT FROM BACK END POST B-AO X .3750 X 13.00 (4) /n 41/.11 GIA. A36 OS-3 END POS1 11 0 •S +<W1r END POST 14 D +C9 +S +<W1 •.52 9.74 .00 AT 9.29 FT FROM BACK END POST 16 E> ,00 ,00 00 AT 20929 FT FROM BACK •1... 3.64 .00 AT 337.29 FT FROM BACK . . END POST 8:A'0 x .3750 x 13.00 (4) /t1,il4 ULA. A36 OS-3 END MST 11 D •S •-TF1 1.55 3.68 ,00 AT 361.29 F1 FROM BACK EMD PMT 14 D +Cg +S +<W1 -.77 11.92 .00 AT 34.29 FT FROM BACK END POST 16 E> r� QO 01 .00 AT 222.29 fT FROM BACK END POST 1490 X 3750 X 1].00 (4) r ?f4 DIA. A36 05 3 EMU MST 11 D •S •<Y1 END POST 14 D +C9 •S *<W1 .80 11.28 .00 AT 59.29 FT FROM BACK � > 1.59 3.70 .00 AT 387.29 FT FROM BACK END POST 16 E> .00 -,03 .00 AT 237.29 FT FROM BACK END POST 4,00 x .3750 x 13.00 (4) it�•4114 DIA. A36 OS-3 EMO MST 11 D •. •<W1 -1.38 3.62 .00 AT 412.24 f! FROM BACK END POST 14 0 +Cg +S +N1 -.83 11.93 .00 Al 84,29 FT FROM BACK END POST ib E> END POST 14 D >C +S *<W1 .00 -.04 .00 Af 262.29 FT FROM BACK END POST -AcAO X -3750 X 13.00 (4) / -3f4 DIA. A36 OS-3 CRN POSY 12 D •S •WP 9 -.86 11.56 .00 AT 101.24 FT FROM BACK 11 .1 55 .73 .00 AT 00 FT FROM BACK ENO POST th E> 00 04 .00 AT 287.29 FT FROM BACK EMD POST I0 1.09 x 3750 x 13.00 (4) I 114 DIA. A36 os-3 EMD POST 14 D *C9 �S +N1 •.90 11.48 ,00 AT 134.29 fT FROM BACK .00 -.04 .00 AT 312.29 FT FROM BACK RAFTER BM 12 0 S •WP , END POST 16 F> 1 .00 .00 AT 220.70 FT FROM BACK CND POST 14 D *Cq +S •N) 93 11.37 .00 AT 159.29 FT FROM RACK .00 •.04 .00 AT 337.29 FT FROM BACK cow POST 1I D S +IIP -.56 1.61 .00 Al 4}1.58 FT FROM BACK EMO POST 1b E> wp BACK SID POST 14 +C9 +S +<Wi % 11.114 .00 AT 184.79 FT FROM END POSY 12 D •S • .00 3.09 .00 Al 9,79 FT FROM BACK END POST 16 E> .00 -.04 .00 AT 362.29 FT FROM B',CK MEMBER STIFFENER DESCRI^TIO/ LOCATION WEB 1EPTH H/T A/H A r _r STIFFENER SIZE SIDES WEIDING END POST 1i D •S ►Wp END POST 14 D *Cq +S +<V1 -.76 10.27 .00 AT 209.29 Fi FROM BACK .00 -,04 .00 AT 387.29 FT FROM BACK WLMBER FT. IN. RAT10 RATIO (IN.) TMKNS x WIDTB r S .00 3.68 ,00 Al 34.29 FT FROM BACK 'OST Ib E> - _.S._�_-1-L-_ ENO POST 11 0 •S •VP .00 3.65 ,00 AT 59.24 FT FROM BACK END POST 14 D +Cq •S +N1 -.S7 4.68 .QOM AT 7.22.29 fT FROM BACK ENO! END POST 16 E> ---- ----_-- - - - - --- ENO POST 14 0 +Cq +S +<W1 •.79 10.55 .00 AT 237.29 FT FROM HACK .00 -.03 .00 AT 412.29 FT FROM BACK 2 1 BEATING (POST ) -,OM1 13.625 I .1875 X 2.5000 BOTH STD. CK-CW END POST 12 1) *S -WP .00 3.69 .00 AT RA.29 F1 FROM BACK CRN POST 17 <E ,03 .00 .00 AT .00 FT FROM BACK 3 1 BEARIIG (FOST ) 4.87 13.625 .1875 X 2.5000 BOTH STD. CK-OK, CID MST 12 D •S +WP EMO POST 14 D •C9 •S *<W1 -.96 12.39 ,00 AT 262.29 fT FROM BACK i 00 3.69 .00 AT 109.29 FT FROM BACK RAFTER BM 17 <E 16.14 .00 .1)0 AT 220.79 FT FROM BACK 6 1 BEARING (POST ) 5.23 13.625 .1875 x 2.5000 BOTH STD. CK OK ENO POST 12 D •S •WP E'10 MOST 14 0 +C9 •S •<W1 -.92 11.% 00 AT 287.29 FT FROM BACK .00 3.71 .00 AT 134.24 FT FROM BACK CRN POST 17 <E .03 .02 .Oil AT 431.58 FT FROM BACK 9 1 BEARING (POST ) 5.23 i3.625 I ,1875 X 2.5000 BOTH SI'D. CK-OK TEND POSY 12 0 •g *tA .00 3.6A ..0 END POST 14 D +Cq AS +N1 -.89 12.07 .00 AT 312.79 FT FROM BACK 0 AT 154.24 FT FROM RACKEMD POST 17 <E .00 .00 .00 Al 9.79 FT FROM PACK 12 1 BEARIRG (POST ) 5.23 13.625 .1875 x 2.5000 BOTH SID. CK-OK END MST 12 0 •S +YFEND POS' 14 D *Cq AS +<W1 -.86 12.02 ,00 AT 337.29 F7 FROM BACK .00 3.82 .00 AT 184.29 FT FROM BACK END POS; 17 <E .00 .00 .00 A, 34.29 FT FROM BACK 15 1 BEARING (POST ) 1.23 11.625 .1875 X 2.5000 BOTH STD. CK-OK END MST 12 0 •S +WP (x) 3.20 .00 AT 209.29 FT FROM BACK ENO POST 14 D +Cq +S +<Wi -,83 12.07 .00 AT 362.29 FT FROM BACK FND POST 17 <E .00 .00 .00 AT 59.29 FT FROM BACK is 1 BFARIMG (POST ) 5.23 13.625 .1875 X 2.5000 BOTH STO. CK-OK [No MST 12 0 •S *V .QOM 1.77 .00 AT 222.29 FT FROM BACK ENP POST 14 0 +C9 +S +<Ul -.79 12.35 .00 AT 387.14 FT FROM BACK END POST 12 D *E 0-WEND POST 14 U •C9 *S +<W1 -.69 11.68 00 AT 412.29 fl FROM BACK ENO POST 17 <E .00 ,00 .00 AT 84.19 F1 FROM BACK 21 1 BEARING (POST ) 5.23 13.625 � .1875 X 2.5000 BOTH STD. CK-OK 00 3.29 .00 AT 237.29 FT FROM BACK END POST 17 <E 00 .00 .00 AT 109.29 FT FROM BACK 24 1 BEARING (POST ) 5.23 13.625 .1875 Y. 2.5000 BOTH STD. CK-OO CID 1001111 12 0 *S NA .00 3.81 .00 AT 262.29 FT FROM BACK CRN POST 15 D +Cq +S +IFP .28 1.30- .00 AT .00 F1 FROM BACK FID POST 12 D •f Np RAFTER BM 15 0 •Cg *4 NA .00 .00 .00 AT 220.79 f1 FROM BACK EMD PORT 17 <E .00 .00- .00 AT 136.29 FT FROM BACK 27 1 BEAMING (SOS; ) 5.23 13.625 � ,1875 X 2.5000 RUTH STD. CK•O'K 00 3.68 .00 AT 287.2.9 FT FROM BACK ENO POST ti <E .00 .QOM .00 AT 159.29 FT FROM BACK 30 2 BEARING (POST ) .01 13.625 .1873 K 2.5000 BOTH SiD. CK-OK IND POST 12 0 *S +W .00 3.60 .00 A/ ;12.2.9 FT FROM BACK CRN POST 15 D +C9 +S +IIP -.28 4.29 .00 AT 431.58 FT FRAM BACK EMD POST 17 cE ,00 .00 ,00 AT 184.29 FT FROM BACK 32 2 BFARIMG (POST ) .01 1].65 ( .1875 X 2.5000 BOTH BTO. CK-OK IEID POST 12 0 •S +M •Q(t 3.61 .00 Al 336.29 FT FROM BA':1O END POST 15 D +Cq +S NIP .00 9.79 .00 AT 9.29 FT FROM BACK END POST 17 <E ,00 OO •00 AT 209.29 FT FROM BACK 35 2 BEARING (POST ) .01 13.625 � .1875 x 2.5000 BOTH STD. CK-OK FROM FID POST 11 0 *S NM .00 3.68 .00 AT 362,29 FT FRBACK END POST 15 D *Cq +S NA .00 11.92 .00 AT 34.29 FT FROM BACK END POST 17 <E .00 .01 .00 AT 222.29 FT FROM BACK 36 2 BEARING (^OSS ) .01 13.625 .1875 X 2.5000 BOTH STD. CK-OK END POST 12 0 •S NI .QOM 3.70 .00 AT 387.29 FT FOM BACK EMD POST 15 Z +C9 +1 +1A .00 11.28 .00 AT 59.29 FT FROM BACK END POST 17 <E .00 .03 .00 AT 237.29 FT FROM BACK 41 2 BEARING (POST } .01 13.625 ( .1875 X 2.5000 BOTH SiD. CK-OK 6880 SIA/D END POST 15 0 *C9 +S +ICP .00 11.93 X11 AT 64.29 FT FROM BACK sUPt 898-004!artmouth Sir. END POST 17 <E .QOM .04 .00 AT 262.29 FT FROM BACK 44 2 BEARING (POST ) .01 13.625 1 .1875 x 2.5000 BOTH STD. CK-OK 7,NEC199q.00M 7880 SW Dartmouth Sir. 7880 SW Dartmouth Sir. 93 of 203 8UP1999-00497•MEC1999-00509 BUP1999-00197,MEC1999-00509 7880 SW Dartmouth Sir. --- - - ---- - -- ___.- 94 of 203 BUP199B-00497.MEC1999.00509 -- --- -- 98 of 203 90 of 203 Cm 1111;IIiI!I!II�IiIIIIIiI I11!IIIIIIIiIIf IiII 11111�lll!II 1111111 VIII II i III I I' I,III 111! !li'liliillll illll,!IIII (111 ILII u;i !I•" LEGIBILITY STRiP 0 ; 2 a I II I 1 I I I I I I11i111llnlllnlllll111111III111111111111111IIIIIIIIIIIII111111111111111111111111IIIIII111IIIIIIIII III111111111111111111111111IIIIIIIII 0 00.1 Cat 9 A I O I I 12 i 14 I S 17 Ile Ilr �i �I 22 213 214 213 218 2-7 218 219 310 ,. JA CDT' L. K - - - - - - -- - - - Is- - - PT .. �fr, ." .... , I .1, ,,,, I I t .. . .I I , ., , I , .; , 1 ol, , I .1 I ".. 1, .1 , ..I . I - I J , , I I ( & * I VP Buildings PRIMARY FRAME VP Buildings PRIMAI )"' FRAME PRIMARY FRAMF i DESIGN DATA DATE: 12/22/" DESIGN DATA DATE: 12/22/99 VP Buildings - VP Buildings PRIMARY FRAME (Project Nano "85 Cosico Tigard.ORi TiME: 11:41 EN�-- (Project Name. 4485-Costco Tigard.OR) DESIGN DATA DATE: 12/22/99 (VP Quilic N MF.9(X)l 2583 001 PAGE: 32 of 59 NP Quote No : ME99012523-001) TiME: 11:41 (Project None: 4485-Costco Tigard,OR) TIME: 11:41 DESIGN DATA DATE. 12/22/99 ---. --- ivpordc, 'No ME9970372 400) - 1370,11 {Addition) --- � ----. (VP Order No.. ME9970372-00) PAGE: 33 of 59 IVP Quote No.: ME99012583-001) IN- (Project Name 4485-('ostco I isard,OR) TIME: 11:41 , X . j379��dd�itioa�__-- -- -10372-00) PAGE: 34 of 59 (VP Quote No I mi) 1w"Affif?" R-SU--W-AAv------ V01100 3.6 ; -- (VP Order No.: ME99 -- 1370JI . ME99012583 I P-0-LWD CON-WrION SLIMMARY _ v1N*t1 3.6 ,40-11-low- -- (VP Order No.: ME9970372-00) PAGE: 35 or 59 ; MEMBER STIFFENER LOCATION WEB DEPTH H/7 AIN A WELDING NOR JT ..... ......�...... - --I KAN"-Auirw;19UMN stl)�Ry I ... I . - verd" 14 I --- -.-- 70.11 jAddition) --- DATA - - �nANGE BRACING L,C-!,-Ar0 .qkNM&" t_qy a 3.A I 'NUMBER ----- - -- --------(FT.) ___AL4,) BOLT DATA n _ vlaltlai�� ! RATIO A TI0 (jN.J__ THNNS x WIDTH - L - S NO. NO. THK x - - ------ 47 T BOLT OUTSIDE INSIDE -----CONNECTION CAPACITY------ � F11 REQO(1) not reqd � NOR Lcocat i�)n a,-0 131-0 1111-0 2�, 0 1 2 ) .01 13.625 D. CK-OK -------.S I LE _ R OWE 4-Bolt TYPE OUTSIDE INSIDE I N 1 not not reqd rg REQD(2) not read 50 2 N I .01 13.625K oK 62 I /16 i 112 " DIA A325 I No I 142.8 11K 142.8 "K ---� i not racial � 81-0 131-0 181-0 231-0 1 53 ? ) .01 13,625 63 I 0/16 1 112 10 DIA A325 1 NO I 142.8 64K 142.8 --K ILocaton i not reqd not read not read 55 1 BEARING (POST ) 3.53 13.625 STD. CK-OK ' 64 I 0/16 1 1/2 I- DIA A325 I NO I 142.8 11K 142' MBR 80 131-0 181-0 231-0 .8 IK 1 not read - --.------.- ---- ------------- 65 0/15 1 112 " DIA A325 1 NO I 142.6 IIK 1 riot read � i 142.8 11K :1 not reqd �Q�- -IPQ-N1%ffCT10XMAt%1&9-y---- --- ---.-.,.-----------i: 66 I 0/16 1 112 " DIA A325 I NO I 142.8 11K 142.8 11K 1 not recid on 81-0 131-0 ia,-o 231-0 � i FBREOD(2) not read FB REOD(2) MBR JT --..... --------------BOLT DATA----�....... : 67 2 1 I 1 112 11 DIA A325 I NO 1 No I EXT 142.8 11K 142.8 IIK 21-6 1 80.0 not ieqd NO. 40. THK x E BOLT OUTSIDE INSIDE ---- CONNECTION CAPACITY------ 68 2 1 1 6 1 112 " DIA A325 I No I 142.8 11K 142.8 11K 11� 131-0 181-0 231-0 --- -- SIZE. - Rows 4-Bolt RuwS 4-Bott �. I YPE 69 � FB REOD(2) not irecid F8 RE000) ------- -------------- -- - -__OUTSIDE _ I 1 112 11 D IA A,325 I NO I 142.8 11K 142* i � 1 2 1 . 1 112 "--D-I A A325 I No I Fit .: 11K not recid 1 4 2 EXT 142.8 IIK 142.8 11K 70 I 112 11 DIA A325 I NO I 142.8 11K 142. "K 1 not reqd i 81-0 131-0 181-0 231-0 0 1 1 S 1 i notrecid not recid F8 REOD(2) not recid .3750 X 6.0 X I 3 0 I No I 203.8 IK 203.8 11K 71 I /16 1 1/2 -1 DIA A325 I NO I 142.a IIK 142.a 11K 41-9 91-9 141-9 1 MBR location 81-0 131-0 ia,-o 231-0 3/4 11 DIA A325 I NO 1 203.8 IIK 203.8 IIK 72 I 0/16 1 112 " DIA A325 1 NO 1 142.8 11K 142.6 11K not reqd not reqd i not reqd not read FB REGD(2) not reqd 7 0/16 1 3/4 -I DIA A32S I No I 203.8 IIK 203.8 "K 73 1 112 11 DIA A325 1 NO I 142.8 OIK � 66 $'-Q 131-0 a I 1 .3750 x 6.0 X I" 3 0/16 1 5/4 11 DIA A325 I NO 1 I 203.8 11K 203,a IIK 74 0/16 1 112 11 DIA A325 I NO I 142.8 IIK 142.a "K FB REOD(l) I 181-0 10 /16 1 3/4 11 DIA A325 I NO 1 203.8 IIK 203.8 IIK I-- ---- not read 231-0 I—- . -- II I 1 .3750 x 6.0 x I" 3 0/16 1 3/4 11 D'A A325 .', : I --- --� MBR 41-9 91-9 141-9 not recid not read I No I 203.8 11K 203.8 IIK I X BRA G ANA"y , � O al-0 13 3/4 11 DIA A325 I No 1 203.8 IIK 203.a IIK I NBR Location 81-0 - -- i not feqd not racial I 131-0 iol-O 231-0 131-0 181-0 231-0 ---I I MBR Location 1 rot read not reqd 1 14 1 1 .3750 X 6.0 X I 3 0/16 1 3/4 11 010 A325 I No I 203.8 IIK 203.8 1,K not reqd not reqd not reco I I 81-0 131-0 181-0 231-0 16 2 1 1 3/4 11 DIA .4325 1 No I 203.6 IIK 203.8 11K i I notrecid not reqd /16 1 3/4 11 DiA A325 I No I I � - 17 91-8 718 141-8 7/8 � I I 203.5 IIK CO3.8 11K i � not reqd I NOR Location 81-0 13,-0 161.0 231-0 i 19 2 1 .3nO X 6.0 X I'- 3 0/16 1 314 " DIA A325 1 No I 203.8 11K 203.8 11K MBR L-Y7, on not reqd not read � � i 51-5 1/2 1FB 1 Oil) 0/16 1 3/4 " DIA A325 I NO I 203.8 11K 203.8 IIK 3 Ft, 'JrL?-)1 FB REGO(l) � MBR 81-0 131-0 la,-o 231-0 . 27 0/16 1 3/4 " DIA A325 1 NO 1 203.8 IIK 203 8 11K NOR Location N not reqd not reqd not reqd 23 1 1 .3nr W 6.0 X 13 0/16 1 3/4 -1 014 A325 I No I 203.8 IIK 203.8 11K not reqd not reqd 42 i not recid not recId O 81-0 131-0 ia,-o 231-0 �25 2 1 .3715 1 1 3/4 " DIA A325 I No I 203.8 "K 203.8 "K O MBR Location 72 Flp a notrecid notrecid not read 26 I 1 .3750 X 6.0 x I 3 0/16 1 3/4 " DIA A325 I No 1 203.8 11K 203.8 "K i F6 RE01)(1) 44 i FO REQD0) MBR Location 81-0 131-0 181-0 231-0 28 2 1 ,3M0 x 6.0 X I- 3 0/16 1 3/4 11 DIA A325 i NO 1 203.8 IIK 203.8 11Knot not reqd not reqd �29 1 1 .3750 K 6.0 x I 3 0/16 1 3/4 " DIP, A325 I NO I NO I EXT 203.6 IIK 203.8 11K not reqd not read not roO F11 REr NOR Location 81-0 131-0 181-0 231-0 30 0/16 1 3/4 -I DIA A325 I NO I No I EXT 203.8 IIK 203.8 "K 0'•3 112 i not reqd not reqd not recd 31 I I .3750 X 6.0 X I" 3 0/16 1 3/4 I' DIA A325 I NO 1 203.8 IIK 203.8 11K 47 Fig Brc?-> F9 REOD(l) - . J%&ME OIEJ1%!q.NJMKH#pAkMqMAy ---- - - 33 2 1 .3751 X 6.0 X I 3 0/16 1 3/4 11 DIA A325 I No I 203.8 "K 203.8 "K ---.------- 34 0/16 1 3/4 I' DiA A325 I No 1 203.8 "K 203.8 11K not recid not reqd - 36 3/4 I' DIA A325 I No I 20-1.8 IIK 203.8 'IV not recid M&Le-DWGN mgm . ------- 37 0/16 1 3/4 " DIA A325 I No 1 203.8 11K 203.8 "K Alt"M"Y-Colkoolm 1-414 5�a-ML94BUIRtmg-Q�Mbiu$d Oft"RtUWhW-b9------ - ACTUAL FORCES ..-. I•- ACTUAL STRESSES I--- A L L U W A B L E (STRESS CONDIilONS 50 39 2 1 .3nO X 6.0 X 11 3 0/16 1 3/4 11 DIP AVI, I NO 1 203.8 11K 203.8 11K 11-0 1/2 111-0 112 Sum X MOP. Location LOCATION Mbr Ld J---- STRESS or LOAD ----- 40 1 16 1 3/4 11 DIA A325 I No I 203.8 IIK 203.8 11K i not read not recid _ No.Case (kips) 51 not recid -A�R� _LkA j)J k Axial Shear Bnd-x Ond Axi bndl Shear 4? 2 1 .3750 X 6.0 X I` -� 0116 1 3/4 " DIA A325 I No I 203.8 IIK 203.8 11K O not reqd _�� -j-1--+bncJJ--- AT N00 FT 1 12 -.7 00 29.49 23.10 13.34 37.74 1 .321 1 .000 43 1 1 I 1 1/4 " DIP, A325 I No 1 203.8 11K 203.8 1,K i 53 i FO REOD(l) % .0 -I.3 -51.4 45 0/16 1 3/4 " DIA A325 I No 1 203.8 "K 203.8 11K 81-7 5/8 .1 46 0/16 1 3/4 " DIA A3.' I No I 203.8 11K 203.8 11K F8 RE00(1) not reqd not reqd not recid 0.00 14.70 24,82 24.82 1 .459 115 MBR Location 4'•0 5/8 riot recid -.1 .0 �48 0/16 1 3/4 11 DIA A325 I No I 203.8 "K 203.8 IIK N 21-0 .0 .8 184.2 49 i I 1 3/4 " DIA A325 I NO I 203.8 IIK 203.8 "K 55 i 14.0 .1 . 151 0116 1 3/4 11 DIA A325 I NO I 203.8 I-K 203.8 "K a,-o 131-0 la,-o 231-0 -.1 51 I 1 16 1 3/4 " DIA A325 I NO I 203.8 IIK 203.8 11K i not recid not recid - 56 i not reqd not roo not racial .0 .1 146.8 .56 1 112 11 DIA A325 1 No I 142.8 IIK 142.8 11K locationMBR 81-0 131-0 181-0 231-0 .1 -6.1 -299.3 82 24.82 1 575 1 .%6 iX57 2 1 .3750 X 6.0 X I" 1 0/16 1 W 10 DIA A325 I No I 142.8 11K 142.8 11K not reqd not reqd not reqd not reqd -.1 58 0/16 1 112 " Dii. A375 I No 4. NO 1 EXT 142.8 IIK 142.8 "K .0 -.1 152.6 MBR Location 81-0 131-0 181-0 231-0 .I IS9 0/16 1 112 " DIA A325 I NO I NO I EXT 142.8 11K 142.8 "K i not reqd not reqd not reqd not recIdAT 5.24 FT 12 4 14.0 AT 04 FT 13 4 14.0 60 0/16 1 112 " DIA A325 I No I 142.8 "K 142.8 IIK NOR Location MBR Location 81-0 131-0 ia,-o 231-0 -.1 to 0/16 1 112 11 DIA -325 1 NO I NO I Ext 142.8 "K 142.8 11K eqd not reqd not reqd .0 -.1 161.8 1 7850 SW Dartmouth Sir. 7850 SW Dartmouth Str. 7860 SW Dartmouth Str. .1 1 BUP1999-00497,MEC 1999.00509 BUP1999-00497.MEC1999-00509 I go of 203 BUP1999-00497,MEC1999-00509 700 SW Dartmouth Sir. . - . ------- - -------- . ---..- - ---- --------.------.- 97 of 203 -- -- - - ---- 99 of 203 SUP1999-00497,MEC1999-00509 ---- -- -- I ------------ -------- 100 of 203 ---.-- � INT' Buildings PRIMARY FRAME PRIMARY FRAME !'W**/;7 DESIGN DATA DATE: 12/22/99 VP Buildings VP Buildings PRIMARY FRAME PRIMARY FRAME I I DESIGN DATA VP Buildings i i (Iloilect Name 44811'ostco Tigard,OR) TIME: 11:41 EN (Project Name: 4485-Costco Tigard,OR) DATE: 12/22/" DESIGN DATA DATE: 12/22/99 DESIGN DATA DATE: 12/22/99 (VP qhii,ie No ME")I25834101) (Pmicci Name: 4485-Costco Tigard,OR) TME: 11:41 (Project Name 4485-Costco Tigard,OR) TIME: 11:41 ------.-- (VP Order No ME9970172(X)) 1370.11 PAGE: 36 of 59 (VP Quote No.: ME99012583-001) PAGE: 37 of 59 (VP Quote No : ME99012583-001) JFKAhJX-QM0 -- �_ � -- (VP Order No.: ME9970372-00) - (VP Order No.: MEW70372-00) J37 PAGE: 38 or 59 (VP Quote No ME990125934X)I) PAGE: 39 or 59 . . _tkAJXWKJW""X_ Version 3.6 � ' . ,0.11 --- -- RAW DEMO Lff�MKANM-ay � . :., Vervilan 3.6 -_ (VP Order No ME99703720)) 1370.11 I .... ....: ----- 14� --- ----- (A4AW2PL-- AW-- -..- - -- I MAW DN%GN KOM I v4nift 3.6 � = MAXIMWN EMP TION LOADSi V4r*o 3.6 XRC&N-MMOER.1&4btM--CWMP-lWt&%-d-C#xmg HKWm C§-W-W4-.Jrm per K1wbSr_____ a WI-vt S-nk M X A Log I t .. mkw LoW CAMI om . --- - --- I n 2 1.5* 1.5* 13.2 .6* .0 -- ------ . ... I— ACTUAL STRESSES --- I... A L L 0 W A 6 L E....ISTRESS CONDITIONS I -- rag A I3v1UC1MW"4Al2""?MyMq#!1-r ,-- - Location Depth Area Rx Ry Lx a Cal Cbl I End Past No. 3 1.6* 1.6* 12.5 �5* .0 LOCATION Mbr Ld xl J.... STRESS or LOAD -----I Sunt % I IACTUAL FORCES ---- I-• ACTUAL STRESSES --- A L L 0 W A B L Mn •Dist 0 )_(1n2)___LLqLAInL in Inj x % LOCATION Mbr Ld l __L_J___CLnL_(_ _IR -t�� /Ry _._(ln3) (in) (in) ( ,!ILA I n) -� 4 1.70 1.7* 13.2 .S* .0 -- --#a-Cs9c_D1p'h.(kJp$J_S tips)1k-1!2J__(k ip-i n)I Cks I) (Itsil I 1� -x - _(ksi) (I" Axial 6nd Arlld:Y-J�xt+i;i�Shes r 1 --- No. Ond-x.1-1051!�Axt+A-�dShear 1 5 1.70 1.71* 12.a .5* .0 14.0 -.1 624 I L .0 1.51 .83 1.00 1.71 1.67 � .0 .83 .15 14 I*� 1 6 1.8* I.8* •12.1 .5* .0 AT 04 FT 16 4 T 14.0 r 0 .0 Isi.7000 AT 13.n 0 1.00 I End Post No. 7 1.9* 1.9* 12.6 .5* .0 AT 5.24 FT 10 4 14.0 .1 -6.2 -308.1193 I I .0 .83 1.0 .159 � I 8 1.9* 1.9* 11.2 .5* .0 51 .93 1.00 1.71 1.72 9 1.5* 1.5" 11.3 .3* .0 ,74 I .080 53 19 20.98 60.0 1.51 I 14.0 -.1 .0 .6 -199.9936 I012 37 3.95 14.00 .83 End Post No. J 1.1* 1.1* 5.1 .0* .0 At 8.52 T 14.0 .0 .0 .00 0 I .7 -208.1 008 38 00 1 At 5.24 Ft 21 4 A T 14.0 .124.02 I .501 1 .154 � .0 20 End Post wo. 11 1.6* 1.6* II.t .4* .0 14.0 -.1 .0 20.06 60.0 1.51 60.0 70 � 14.46 00 20.10 23,10 31.89 37,74 I 445 I 006 I 1.4• 1.9* 13.7 .5* .0 14.0 .0 -.1 145.4 .04 6.93 6 I 41 00 14.00 4.00 IS.5' 1.19 300.1 60.0 ei 1.00 1.00 End Post No. 13 1.9• 1.8* 13.2 .5* .0 At 8.52 Ft 23 2 AT 5.24 FT 24 4 14.0 .1 638 3 1 .3 3 1.19 :500.1 60.0 I 1.8* 1.8* 13.3 .50 1 .162 -3.7 .0 .0 Al 14.0 -.1 24.82 I666 I 169 AT 13,00 FT n 10 12.0 -3.7 -.3 -215,j .0 .93 .939 006 I End Poat No. 15 1.7* 1.7* 13.3 .50 .0 I AT 11.01 IT 26 4 14.0 .0 -,8 192.4 .0 .00 32 9.09 44 .0 nd Peat No. 16 I.7* 1.7* 13.3 .5* .0 1 .366 1 .M � .0 .93 .08 11.9551.004 n 1.6* 1.6• 13.6 .5* .0 It 0 .1 -.1 -177.6 .0 AT 14.0 -.1 - n 1.4* 1.4• 12.9 .5* .0 - -.7 -12.7 .082 1 .013i Location Depth Area Rx Ry Lx Ly-1 Ly-2 K b-2 Rt-2' as 14.0 .0 -.3 79.0 .0 .00 .13 3.77 Mn Dist (in) (1 112) (In) (Int) (In) (in) (in) /RXindicates _Ily Ry At 7.50 FT 31 4 14.0 . 1 .0 ___L __CLD��Jn .JIn) (In) (in) -- .94 1,00 1.00 AAT 1S Ft 33 4 T 14.0 .139 O 23.37 24.02 I514 I 1 54.E 50.6 "M I i I I I 11 . , I I 14.0 .0 -.3 1$7.4 .0 .00 .11 8.93 20.98 47.0 1.51 1 .(... At 3.V0 fT 34 t 14.0 _J .0 .51 .93 1.00 1.44 1.99 Colum <--- AT 14.0 .1 6.5 -34i.n24.82 24,62 I655 1 1 Descr i NURb. 01 ' -fptt- !-t-,BW__.__ T 14.0 .0 .1 155.8 .0 .00 .03 7.43 1 .2W 1 .002 20.98 60.0 1.51 5.53 1.19 225.7 47.0 .63 1.00 1.00 Back S(dewall . (0 APO x 131, (4) 1 374 A36 ----.- 636 I20.98 47.0 1.51 14.0 -.11,76 24.02 24.02 I 6 20.06 60.0 1.51 120.0 1.��4 .83 1.00 1.10 2.19 End Post No. 1 �1'1 : 1133 (4) ( -304 A36 T .1 6.4 -317.8 .0 54.3 50.6 20.98 60.0 1.51 17.17 278.6 1.74 End Post No. 2 .. 3 (4) 1 3114 A36 14.0 .0 .0 163.0 .0 .00 a 14.0 .1 -6.4 -321.64.92 24.02 I 6 20.06 60.0 1.51 60. 3 (4) 1 -RA A36 14.0 .1 00 End a 1 I': : I T 14.0 I 3 (4) I, -3,44 A36 1 .00163.1 97.2 End Post Mo. 5 ' : 13:: .0 .0 161.0 .0 .00 64.4 97.2 End Post :a. 6 1. x 131, (4) 1 4164 A36 AT 1.46 T 14.0 -.1 .0 .03 2.,5 15.9199 51 1 65.7 97.2 17.17 120.0 1.58 x 13 (4) 1 ,&tll, A36 At 2 FT 4S t .1 .0 1 20.98 60.0 1.51 .83 1.00 1.00 67.0 97.2 : :4.0 .0 .0 160.8 .0 .U0 '9 7.66 .00 30.00 14.78 24.92 End t 0. 3 (4) 1 -W4 A36 20-91! 60.0 1.51 . '3 1.00 1.00 17.17 120.0 1.58 8 : 11301 (4) 1 444 A36 T -.1 1.14 50.6 20.06 60.0 1.51 60.0 1.511 .93 1.00 1.70 1.70 End Post No. 9 AT 14.0 .1 .0 .03 2.47 15.47 .00 30-00 14.78 24.82 20-98 60.0 1.51 End Post a. 10 x 131, (4) 1 -1t4 A36 Ar 7.22 F 14.0 .0 .1 I".5 .0 : I x 13,1 24.92 24.62 I20.98 60.0 1.51 67 IBM 12.00 4.4 x 1311 (4) 1 4kU A36 14.0 -.1 -6.6 -331.7669 I 50.6 20.06 60.0 1.5166 20.0 AT 14.0 .10.00 14.76 21.62 24.82 I644 I 1 60.0 54.3 50.,6 x 131, (4) 1-304 A36 14.0 .11 .0 .00 .06 8.06 1 60.0 20.9111 60.0 1.51 .00 - 66.7 97.2 End Post Mo. 14 x 131, (6) I W A36 65.4 97.2 17.17 120.0 1.58 x 1311 (4) 1 -304- A36 1Ai 00 Ft S3 4 14.0 -.1 -6.5 -2%.0 .0 -23 14.78 71.82 24.42 1 .596 1 .166 300.1 60.0 60.0 54.3 50.6 50.6 20.M 60.0 1.51 60.0 1.51 .93 1.00 1.72 1.71 309.4 120.0 64.1 97.2 17.17 206.4 1.66 .94 1.00 1.00 A 131, (4) (-90 A36 14.0 .1 6.1 -300.1 .00 30.00 4.78 24.92 2 23 8.52 IA.00 4.80 !i.53 1.19 300.1 60.0 20." 60.0 1.51 .94 1.00 1.00 Enid Post No. 17 " x 1311 (4) 1 -" A36 T .0 .0 .00 .07 6.99 20.9a 60.0 1.51 At 14.0 .0 .1.), 111.0 .0 .01 .66 5.29 .94 1.00 1.00 x 1311' (4) 1 -WC A36 At 13.00 FT 56 12 12.0 1.6 17.17 216.0 1.67 .94 1.00 1.00 .0 -;'1.5 .0 -M .01 4.36 .00 29.38 23.16 13.54 37.74 1 .335 1 .001 .0 54.3 50.6 50.6 - 20.06 60.0 1.51 60.0 1.51 .83 1.00 1.06 1.49 � -- �k.I.. .....,.... .... .. ,At 13.00 FT 5? 10 12.0 -3J .0 .71) .02 7.73 .00 20.10 23.10 8.87 37.74 1 .9n7 I .001 53 1.19 300.1 60.0 20.96 60.0 1.51 . ........ , .1...%.:..1%...:.. .... , . , -.. :, I ..1. :,- " ..�:�, ,.: .. . .--:�i;�!:�:�� - : � e��. .:'.... . .: , , � , �: .1 I. ��;:��- -.1 -197.1 Cotuion Mor:. Norl. Vert. Vert. lilconei t . -.2 -207.3 -0 -62 -09 12-07 .00 20.10 23.10 13.54 37.74 1 .932 1 .004 29 1.49 14.00 4.40 5.5 ascription In out Down Uplift --- - -.3 -217.53.54 37.74 I 977 1 .005 30 7.49 14.00 4.80 5. 20-98 60.0 1.51 .83 1.00 1.00 Back SitJewall Col. .6* .6* 1.6 .2 .0 .0 .93 .15 13.26 .00 20.10 23.10 14.50 37.74 1 .956 1 .006 .83 1.00 1.00 Front S(dewall Col. .6* .6* 4.7 .0* .0 .3 239.0 .0 .84 JS 13.92 .00 20.10 23.10 31.89 37.7`4 1 ,478 i .U07 .931.OU 1.00 End Post No. I 1.0* 1.0* 10.8 .4* .0 7850 3W Dartmouth str. 7850 SW Dartmouth Stir. 7850 SW Dartmouth Str. OUP1999.0497.MECI"t-oong SUPI"9-00497,MEC1999-00509 7850 SW Darb nouth Str. gLipl"94)o497,MEC11111111-00509 ---------,----- I 01 of 203 SUPIM-00427,MFIC1999-00509 I - ----.- -_ --------- 102 of 203 - 1 03 of 203 1 04 of 203 I ------,--.------------------------------------------------- - , -lin4womwmmo- - . . ---1- . *-- . - -------. . . - - -- I I I - -ON- -----w -- - - . 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I I - - t t PRIMARY FRAME PRIMARY FRAME VP Buildings PRIMARY FRAME VP Buildings --- VP Buildings PRIMARY FRAME _ J DESIGN DATA DATE: 12/22/99 g' VP Buildings v� iFio)eci Name 4485-Comcu Tigard,OR) TIME: 11:41 DESIGN DATA DATE: 12/22/99 DESIGN DATA DA'1LDESIGN DATA : 12/22/99 DATE: 12/22/99 VP Quote No ME9901'ri83a1011 (Project Name: 4485-Costco Tigard,OR) TIME: 13:27 (Project Name: 4485-Costco Tigard,OR) (Project Name: 4485-Costco 71gard,OR) TIME: 13.27 PAGE: 40 of 59 8 TIME: 13:27 :VP Order No ME997J372 4101 1]70.1 J (Addition) (VP Quote No.: ME99012583d)01) PAGE: 01 OC 19 (VP Quota No.: ME99012583-0O1) (VP Quote No : ME99012583-001) (VP Order No.: ME9970372-00) 370 I n T-� mm -_� IVP Order No.: MEri970372-00) „ or (VP Order Na: ME9S17UJ72-00) 1370.11PAGE: 03 Of l9 �A�_� 7TIM---- -- Verdes 3.0 - 370 1 Add t PAGE:n 02 19 Fraise ID : S1 ( Stress Check version 3.6 ) Date:12.22.99 Time:11:38 NS D - - '�' ANALVSI.SAND ORSIGNSUMMARt[ V4✓ Il• 'JFRUSLO - 'Vf)r1103A ^""'---7 -J 11 1.33 Y 1.00 Dead Weight . Su snnw + j Frame Type: Dost l Beam 3-Plate (18 Erx1 Posts ) Machine: u190 � Frame !D 52 ( Stress Check Version 3.6 ) Orte:12-22-99 Titaa:13i24 ' 12 1.33 Y 1.00 Wrrd 1 Left Frame Type: Continuous Berm ( 7 ln:erior Columns ) Machine: u190 1.00 Dead Weight _ DESCRIPTION: 13 1.33 Y -50 Srww • 1,00 Wind �� Ridge r ME f1!L JAI) ON ,- Frans Back Front " " 14 1.33 Y 1.00 Dead Weight 1.00 Collat Gray + 1.00 Snow + 50 Wind 1 Right -_ I� _ �__ - _---_ VP Buildings CONTINUOUS BEAM Frames (Type CB )ere solid-web framing consisting of tapered or uniform rmfters load Stress Design Plane Grid Grid pe p supported M P 15 1.33 Y 1.00 Dead Weight + 1.00 Collar Grav + 1,00 Snow . 50 Mind 1 left g rigidlyconnected to tapered or uniform depth columns at the sidewall and also s rted one or more uniform depth ate Fector-Caste Load Catrbinations -_� 10 FLJ.2 1 12 g support pp pe Type 16 1.33 Y 1.00 Dead Weight + 1,00 Collat Gray + 1,00 Snow + .50 Wind �� Ridge Wind _ -__ interior column. The frame is designed to s rt thea lied loads as specified. (AISC T 1 Construction) 75 Wird 1 Right 71 Seismic Right 1 1.00 N p ANALYSIS: 17 1.33 Y 2 1.00 N 75 wind 1 lettThe boundary conditions established for CONTINUOUS BEAM Frames assume the rafter beam is a fully continuous member, 71 Seismic Left 3 1.00 N 75 Wind 11 Ridge From Width 432' 7 spanning from building eave to !wilding eaves rigidly attached to the sidewall colons pa User Definrd Poi-' Loads( *Vert • Up +Hort Richt +Moment = Cq nterclockwise 4 1.00 N .71 Seismic Right � Back Girt Proj 01•8 1/2 Back Sidewall Mt 251-3 Back Sw Col Bate Elev 0'-10 1/2 � ---- 9 i red typically pin-connected (fire to rotate) to one or more interior columns. firm Sr [ 5 1.00 N .11 Seismic left Front Girt Proj 0' 8 1/2 Front sidewall Ht 25' 5 1/2 Front Sw Col Base Elev 0' 10 1/2 The Exterior Columns and Interior Columns are typically pin-connected (free to rotate) at their base. �" LOQ VertLd HorzLd Moret Load Prjctn load load Distnc•Ft Suppt Load Loading -~ ,_ D No. Cate9or g ype j Total Bldg Width 434 0 _ y__ (kips) (ki In- 6 1.00 N .71 Seismic Right • 1,00 Dead Weight • 1.OU collet Gray DESIGN: +�� K) Reference Code_ Dist Vert Harz Code 1 52 2000 Harz PtLd 00 6.78 0. Out Flr -- --- Combinations 7 1.G0 N .71 Seiamir Left + 1.00 Dead Weight • 1.00 Collat Grav CONTINUOUS BEAM Frames are designed in accordance with the AIS(• "Specification for Structural Steel Buildings", ng N 24,29 24.29 .00 No Mind 1 Right 5 10,13 S2 2000 Horz PtLd 00 5.84 0. Out Flanp H 24.29 24.29 .00 No Wird 1 left 6,11,14 Back Roof Pitch .25/12 Distance to Ridge(from Back) 2221-0 9th Edition. Front Roof Pitch .25/12 Average Bay Space so 13'-0 52 2000 Horz PtLd .00 -6.46 0. Out Flang H 24,29 24.29 ,00 No Wind JJRidge 7,12,15 q Y- : MATERIAL: Load Structural steel plate, bar, end/or sheet intended for use in CONTINUOUS BEAM Frames welded constructions typi ally S2 2000 Horz PtLd .00 1,02 0. Out Fang N 24,33 24.33 .00 No Seismic Right 8,1b 52 2000 Horz PtLd 00 1.02 0. Out Fla H 24.33 24.33 -00 No Seismic left 9,17 Back SW Col: Tepered(Out Fig Vertical) Bean Bolts to Back Col Face will be of material based on the requirements of ASTM A529, A572, A570, or A60T, Grade So. , Member Joint Case f S_ 2009 Vert I•tld -2.64 .00 0. Out Flang v 10.51 .00 10.51 No Dead Weight 1, 2, 3, 4, S, 6, 7, 8 Maw Mar Defl .O8" ( N/3745 ) 1 2 7 Front SW Col: Tapered(Out 1p Verticil) Beam Bolts t0 Front Col Face Mex vert Defl Span 1 .01" ( 1/13002 ) 3 2 6 __ - _ 4,15 52 2009 9 LATERAL,SMORT Max Vert Deft Spwn 2 06" ( !/5452 ) 5 2 6 Intortor Column Spaces(Left to Right) "rt s y ? „ Nv. $ ' Vert Ptld -3.10 .00 0. Out Flang V 10.51 .00 10.51 No Collat Gray 1, 2,13,14,18,19,13,14 1 at 60'-0 4 at 541-0 1 at 461-6 1 at 561-6 Back sidewall Girt Spacings (Base to Eave): S2 7009 Vert PtLd -7,76 .00 0. Out Fla Max vert Deft Span 3 ■ -.04" ( L/8337 ) 8 2 7 ,- r_ r. S2 2009 Vert PtLd 9.41 pO V 10.51 .00 10.51 No Live 11 Mei vert Deft Span r = -,U3" ( l/943V ) 11 2 7 1 at S5 0 1 et B 0 3 at 5 0 1 at 1 4 1/2 Man Vert Deft Span 5 • -.05" ( 1/6269 ) 14 2 6 h,.}... Front Si dr wall Girt Spacings (base to Eave): S 0. Out Flang V 10.51 .00 10.51 No Snow �� A : S2 2009 Vert PtLd 4.70 .00 0. Out Fla V 10.51 .00 10.51 No Wird 1 Right 5 10 13 Me, Ver[ Deft Span b .04 ( 1/8275 1 17 2 7 :• ? :.. :;:.> .i,:? :.:,... .>?.;s :i:5�>4`ia;>..1.ry .#,:: .< ,.1.;:(.xs.z_:._£.< ",� r...�.Yt3�•"$�.'..:. 5 11 12 13 14 1 ��} 1 at 8'-0 3 at 5'-0 1 at 1'-7 ng M&A vert Deft Span 7 • Oi" ( c17126 ) 20 2 6 Ptld 4,71) ,00 0. Out Flang V 10.51 .00 10.51 No Wird 1 left 0,11,14 Rafter Purlin Spacings (Ridge to Back Eave): S2 2009 Vert PtLd -3.74' .00 0. Out Flan V 35.52 00 35.51 No Deed Weight 1, 2, 3, 4, 5, 6, 7, 8 Max Vert Deft Span 8 ■ •.0)" ( l/9i&6 ) 23 2 6 1 at 1'-6 42 at 51•0 2 at 3'-11 1 at 2'-8 1/2 � e Rafter Purlin Spacings (Ridge to Front Eave): 9,10,11,12,13,14,15 Max Vert Deft Span 9 -.07" ( 1/4310 ) 26 2 7 Pa i S2 2009 Vert PtLd •4,37 Mss Vert Deft Span 10 .01" ( !/14067 ) 28 1 6 1 at 1'-6 1/16 40 at 5'-0 2 at 3'-11 1 at 2'-8 7/16 00 0. Out Flung V 35.52 .00 35.51 No Collet Gray 1, 2, 3, 4, 8, 9,13,14 Max vert Deft Span 11 = .01" l L/15883 ) 31 2 7 - --- , S2 2009 vert PtLd -10.93 .00 0, Out Flang V 35.52 .00 35.51 No Live 15 / .00 0. Out Flang V 35.52 1 Max vert Deft Span 12 -.07" ( 1/4596 ) 32 2 7 APS - S2 2009 Vert PtLd -13.25 .00 35.51 No Snow 4,10,11,12,13,14,15 Max Vert Deft Span 13 ■ -.04" ( l/7516 ) 35 2 7 l'2 Max Vert Deft Span 14 • -.0 S2 2009 Vert PtLd 6.59 00 0. Out Flr 'i" . ( l/6500 ) 38 2 7 I Live Load 20.00 PSF Collateral(Gravity): 8,00 PSF S2 2009 vert PtLd 6.59 .00 ng V 35.52 .00 35.51 No Wird 1 Right 5,10,13 Max Vert Deft Span 1 • •,04 0. Out Flang v 35.52 .00 35.51 No Wirv1 1 Left 6,11,14 " 1/6737 ) 41 2 7( .250:12 .250:12 Total Deed Lord 17.27 PSF Purlins/Sheeting 4.13 PSF S2 2009 Vert PtLd 49 .00 0. Out Fling Y 19.00 .00 19.00 No Collo! Gray 1, 2, 3, 4, 8, 9,13,14 Max Vert Deft Span 16 04" ( 1/6926 ) 44 2 71 -5 /s __55 - 1 Roof Snow load 25.00 PSF Frame Dead Load 5.14 PSF Max Vert Deft Span 17 OS" ( 146215 ) 47 7. 7 i 4 7 e � l� ' •'� '� 1� •'+tlI ly ��UG161 232q 2�j /�6 Wind Load 80.00 MPH( 12.43 PSF) Tots( Dead load 17.27 PSF S2 2009 Vert PtLd 4.70 00 0, 15 Max Vert Deft Span T8 Collateral(Uplt): 00 PSF S2 2009 Vert PtLd 6.59 .00 0. Out Flerip V 35.52 .00 35.51 No Wind 11 Ridge 7,12,15 Pi -.05' ( 1/6493 ) 50 2 7 r � . Out FIang V 10.51 .00 10.51 No Wind �I Ridge 7,12,15 Max Vert Deft Span 19 ■ -.03" ( L/7663 ) 54 2 7 . 1 g�� }'-- $2 2010 Vert PtLd -3.72 .00 0, s • Negative Nor Deft is left Building Code : 97UBC Bldg Use Category : 4 Out Ftang V ,50 .00 ,50 No Dead Wei 4t 1, 2, 3, 4, 5, 6, 7, 8 • Negative Vert Deft is down --60•-o 1 -541-0-+1 541-0---+1 4'-0- --54•-0--�1 461-6-•1 56'-6-+1 55•-0-� Exposure Factor : B Seismic Zone 3 S2 2010 Vert PtLd -4.37 .00 0. (kit Flan y 9.10,11,12,13,14,15 Lateral deflections of primary frames are calculated on a bare frame basis and do not include the resistance from Enclosure Factor: Enclosed 9 .50 .00 .50 No Collet Grav 1, 2, 3, 4, 8, 9,13,14 systems such as roof and endwalI diaphragms. Therefore, these deflections may be considerably overstated. � -4341-0 S2 2010 Vert PtLd -10.93 .00 0. Out Flang V 50 .00 15 Load Stress Design .50 No live 1 S2 2010 Vert PtLd 13.66 00 0. Out Flung V .50 .00 .50 No Snow 4,10,11,12,13,14,15 Case Factor Case load Combinations" _ 52 2010 Vert Ptld 6.59 .00 0. Out filen V 1 9 .50 OO 50 No Wind 1 Right 5,10,13 X•-•) � //$ 1 1.00 Y 1.00 Dead Weight • 1.00 Collet Gray + 1.00 Live S2 2010 Vert Ptld 6,59 .00 0. Out Fling V .50 .00 .50 No Wind 1 Left 6,11,14 / 2 1.00 Y 1.00 Dead Weight + 1.00 Collat Gray + 1.00 Alt Spn Live-R S2 2010 Vert PtLd -3.72 OU 0. Out Fla V 25.52 .00 25.51 No Dead l Left 1, 2, 3, 4, S. 6, 7, 8 /i rr 3 1.00 Y 1.00 Dead Weight + 1.00 Collat Gray + 1.00 Alt Spn Live-L Flang rit ar_ I 4 - 1.00 Y 1.00 Dead Weight + 1.00 Collat Gray + 1.00 Snow 9,10,11,12,13,14,15 S2 2010 Vert Ptld 4.37 .00 0. Out Flang V 25.52 ,00 25.51 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 5 1.33 Y 1.00 Dead Weight * 1.00 Wind 1 Right 6 1. Y 1.G, Dead Weight + .0 Wind 1 Left S2 2010 Vert PtLd -10.93 .00 0, Out Flang V 25.52 .00 25.51 No live 11 7 1.33 Y 1.00 Dead Weight + 1.00 Wind ll Ridge S2 2010 Vert PtLd •13.66 .00 0. Out Flang V 25.52 .00 2;.51 No Snow Frame Crosti Section for Plane FLJ.2 (10) 8 1.33 Y 1.00 Dead Weight + 1.00 Collat Gray + .71 Seismic Right S2 2010 Vert PtLd 6.59 .00 0. Out Flang V 25.52 .00 25.51 Yes Wind 1 Right 5,10,13'12,1},14'15 PROJECT: 4485-Costco Tigard, OR BUILDING: Addition 9 1.33 Y t.on Dead Wetpnc + 1.00 Collet Gray + .71 Seismic left 7850 SW Dartmouth Sir. S2 2010 Vert OtLd 6.59 .00 0. Out Fla V 25.52 00 25.51 Yes Wind 1 left 6,11,14 BUP1999-00497,MEC1999-00509 10 1.33 Y 1.00 Dea,4 Weight + .50 Snow + 1.00 Wind 1 Right 05 of 203 7880 SW Dartmouth Str. 7850 SW Dartmouth Str. BUP1999.00497,MEC1999-006 9 BUP1999-00497,MEC1999.00609 7850 SW Dartmouth tr. 1 06 of 209 1 07 of 203 BUP1999.00497,MEC1999-00509 108 of 203 VP Buildings PRIMARY FRAME VP Buildings PRIMARY FRAME VP Buildings PRIMARY FRAME PRIMARY FRAME DESIGN DATA DATE: 12/22/99 DESIGN DATA DATE: 12/22/99 �/ g DESIGN DATA DATE: 12/22/99 VP Buildings DESIGN DATA DATE: 12/22/99 (Project Name 44NS('osteo Tigard,OR) • TIME: 13:27 (Project Name: 4485-Costco Tigard,OR) IVP Quote No ME99012583 11011 TIME: 13:27 (Project Name: 4485-Costco Tigard,OR) TII1'IE: 13:27 (Project Name: 4485-Costco Tigard,OR) TIME: 13:27 PAGE: 04 0�19 (VP Quote No.: ME9970372- 0) PAGE: 05 OI'19 (VP Quote No.: ME99012583-001) PAGE: 06 of 19 (VP Quote No.: ME990125830M) PAGE: 07 of 19 (VP Order No ME9970J72(X11 1)70.11 (Addition) (VP Order No.: ME997037Z-00) (370,1 170,1 1370,1 1 (Addition) (VP Order No.: ME9970372-00) 1. 1 (Addition) (VP Order No.: ME99703720)) 1 (Addition) S2 2010 vert PtLd 3.72 .00 0. Out Flung v 50.51 .00 50.50 No Dead Weight Vegrlo4?A, 4, 5, 6, 7, 8 S2 2013 Vert PtLd -3.94 ,00 0. Out Flang V 16.50 .00 16.50 No Dead Weight VeT,1O123,y, 4, 5, 6, 7, 8 $2 2015 V,rt PtLd 6.59 .00 0. Out Flung V 41.02 .00 41.01 No Wind �� RidpeVe9t151t,3141 S2 2013 Vert Unif .00 54.01 .00 .00 No Collat Gray 1, Ve�n@;68, 9,13,14 9,10,11,12,13,14,15 9,10,11,12,13,14,15 S2 2016 Ver, PtLd -3.72 .00 0. Out Fleng V 9.50 .00 9.50 No Dead Weight 1, 2, 3, 4, 5, 6, 7, 8 15 $2 2010 vert PtLd 4.37 .00 0. Out Flang v 50.51 00 50.50 No Coltat Gray 1, 2, 3, 4, 8, 9,13,14 S2 2013 Vert Ptld -4.63 .00 0. Out Flang V 16.50 .00 16.50 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 9,10,11,12,13,14,15 S2 2014 Vert Unif OU 46.51 .00 ,00 No Snow 4,10,11,12,13,14,15 15 15 S2 2016 Vert PtL1 -4.37 .00 0. Out Flang V 9.50 .00 9,50 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 S2 2014 Vert Unif ,00 46.51 .00 .00 No Collet Gray 1, 2, 3, 4, 8, 9,13,14 S2 2010 ver, PtLd 10.93 .00 0. Out Fteng V 50.51 00 50.50 No live 1 S2 2013 Vert PtLd -11.60 .00 0. Out FlanO V 16.50 .00 16.50 No live 1 15 15 SZ 2010 Vert PtLd -13.66 .00 0. Out Flang V 50.51 .00 50.50 No Snow 4,10,11,12,13,14,15 S2 2013 Vert PtLd -14.48 .00 0. Out Flang V 16.50 .00 16.50 No ,row 4,10,11,12,13,14,15 S2 2016 Vert PtLd -'0.93 .00 0. Out FlangV 9.50 .00 9.50 No Live 1 r i S2 2015 Vert Unif 00 X6.51 00 .00 No Snow 4,10,11,12,13,14,15 52 2010 Vert PtLd 6.59 .00 0. Out Flanp V 50.51 .00 50.50 No Wird 1 Right 5,10,13 32 2013 Vert PtLd 6.59 .00 0. Out Flung V 16.50 .00 16.50 No Wind 1 Right 5,10,13 S2 2016 Vert PtLd •13.56 .00 0. Out Flung V 9.50 .00 9.50 No Snow 4,10,11,12,13,14,15 � S2 2015 Vert Unif ,00 56.51 ,00 ,00 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 S2 2010 vert ftld 6,59 .00 0. Out Flang V 50.51 .00 50,50 No Wind 1 left 6,11,14 S2 2013 Vert PtLd 6.59 .00 0. Out Fteng V 16.50 .00 16.50 No Wind 1 left 6,11,14 S2 2016 Vert tLd 6.55 .00 0. Out Flang V 9.50 .00 9.50 No Wind t Right 5,10,13 15 S7 2010 vert orld •.27 .00 0. Out slang V 31.04 ,00 31.03 No Collo! Gray 1, 2, 3, 4, 8, 9,13,14 52 2013 Vert PtLd -3.72 .00 0. Out Fling V 41.51 .00 41.51 No Dead Weight 1, 2, 3, 4, 5, 6, 7, 8 52 2016 Vert PtLd 6.59 .00 0. Out flariq V 9.50 .00 9.50 No Wind 1 left 6,11,1i S2 2016 Vert Unif .00 55.01 ,00 .00 No Snow 4,10,11,12,13,14,15 15 9,10,11,12,13,14,15 52 2016 Vert PtLd -7.40 00 0. Out Flung V 34.51 .00 34.50 No Dead Weight 1, 2, 3, 4, 5, 6, 7, 8 S2 2016 Vert Unif 50.30 55.01 .00 -.27 No Snow 4,10,11,12,13,14,15 $2 2010 Vert PtLd 6.59 .00 0. Out harp v 50 00 SO No Wind �� Ridge 7,12,15 I 52 2013 Vert PtLd -4.37 .00 0, Out Fleng V 41.51 .00 41.51 No Collat Gray 1, 2, 3, 4, .8, 9,13,14 9,10,11,12,13,14,15 52 7.016 Vert Unif 00 31.97 .00 00 No Collet Gray 1, 2, 3, 4, B, 9,13,14 52 2010 Vert PtLd 6.59 .00 0. Out Flang V 25.52 .00 25.51 Yet Wind �� Ridge 7,12,15 I 15 S2 2016 Vert PtLd 3.98 .00 0. Out ilanp V 34.51 .00 34.50 No Collet Gray 1, 2, 3, 4, 8, 9,13,14 15 S2 2010 Vert PtLd 6.59 ,00 0. Out Flang V 50.51 .00 50.50 No WIrst( �� Ridge 7,12,15 $? 2013 Vert PtLd -10.93 .00 0. Out Flare V 41.51 .00 41.51 No Live 1 15 S1 2011 vert PtLd 3.72 .00 0. Out Flung v 21.51 ,00 21.51 No Dead Weight 1, 2, 3, 4, 5, 6, 7, 8 $1 2013 Vert PtLd •13.66 .00 0. Out Flang V 41.51 .00 41.51 No Snow 4,10,11,12,13,14,15 32 2016 Vert PtLd -9.95 .00 0. Out Flang V 34.5' .00 3,.50 No Live 1 Segment Segment Segment Start K/f End H/Y 9,10,11,12,13,14,15 52 2013 Vert PtLd 6.59 .00 0. Out Flang V 41.51 .00 41.51 No Wind 1 Right 5,10,13 S2 2016 vert PtLd -12.43 .00 0. Out Flang V 34.51 .00 34.50 No Snow 4,10,11,12,13,14,15 No. length-Ft. Type Coord-Ft. Coord-Ft. S1 2011 Vert PtLd -4.37 .00 0. Out Hang V 21,51 .00 21.51 No Collat Grav 1, 2, 3, 4, 8, 9,13,14 32 2013 Vert PtLd 6.59 .00 0. Out Flang V 41.51 .00 41.51 No Wind t Left 6,11,14 52 2016 Vert PtLd 6.00 .00 0. Out Fteng V 34.51 .00 34.50 No Wind 1 Right 5,10,13 2009 60.01 RafterBm .00 25.25 60.00 26.50 15 82 2u13 Vert PtLd 6.59 .00 0. Out Fleng V 16.50 ,00 16.50 No Wind �� Ridge 7,12,15 S2 2016 Vert PtLd 6.00 .00 0. Out Flang V 34.51 .00 34.50 No Wind 1 Left 6,11,14 2010 54.01 Rafter8m 60.00 26.50 114.00 27.63 $2 7011 Vert PtLd -10,93 .00 0. Out Flanq V 21.51 .00 21,51 No live 1 42 2013 Vert PtLd 6.59 .00 0. Out Hang V 41.51 .00 41.51 No Wind �� Ridge 7,12,15 $2 2016 Vert PtLd -.29 .00 0. Out. Hang V 31.97 .00 31,96 No Collet Gray 1, 2, 3, 4, 8, 9,13,14 2011 54.01 Rafterem 114.00 27,63 168.00 28.75 S2 2011 Vert PtLd 13.66 .00 0. Out Flang V 21,51 .00 21.51 No Snow 4,10,11,12,13,14,15 42 2014 Vert PtLd -3.72 .00 0. Out Flang V 12.50 .00 12.50 No Dead Weight 1, 2, 3, 4, 5, 6, 7, 8 15 2012 54.01 RafterBm 168.00 28.75 222.00 29,87 S2 2011 Vert Ptld 6.59 .00 0. Out flare V 21,51 .00 21.51 No Wind 1 Right 5,10,13 9,10,11,1"x.,13,14,15 S2 2016 Vert PtLd -.29 .00 0. Out Flang V 1.97 .00 1.97 No Collet Gray 1, 2, 3, 4, 8, 9,13,14 2013 54.01 RafterBm 21,?.00 29.87 276.00 28.75 f1 1011 Vert PtLd 6.59 ,00 0. Out Flare V 21.51 .00 21.51 No Wind 1 left 6,11,1i 52 2014 Vert PtLd -4.37 .00 0. Out Flang V 12.50 .00 12.50 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 15 2014 46.51 RafterBm 276.00 ?8,75 322.50 27.78 f2 2011 vert Ptld •3,72 .00 0. Out Flare V 46.55 .00 46.54 M° Dead Weight 1, 2, 3, 4, 5, 6, 7, 8 15 S2 2016 Vert PtLd 6.59 .00 0. Out Flarg V 9.50 .00 9.51 No Wind �� Ridge I,12,15 7.015 56.51 RafterBm 322.50 27.78 379.00 28.60 9,10,11,12,13,14,15 S2 2014 Vert PtLd -10.93 .00 0. Out Flang V 12.50 .00 12.50 No Live 1 $2 2016 Vert PtLd 6.00 .00 0. Out Fteng V 34.51 ,00 34.50 No Wind �� Ridge 7,12,15 2016 55.01 Rafter8m 379.00 26.60 434.00 25.46 S2 2011 Wort PtLd 4.37 .00 0. Out Flare V 46.55 .00 46.54 No Collat Grav 1 2, 3, 4 8 9 13,14 52 2014 Vert PtLd -13.66 .00 0. Out Flang V 12.50 .00 12.50 No Snow 4,10,11,12,13,14,15 52 2008 Horz PtLd ,00 5.84 0. Out Fteng H .08 .08 .00 No Wird 1 Right 5,10,13 52 1i I S2 2014 Vert PtLd 6.59 ,00 0. Out Flang V 12.50 .00 12.50 No Wind I Right 5,10,13 -- ^^ 52 2008 Hort PtLd .00 -6.78 0. Out Fleng H .08 .08 .00 No Wind 1 Left 6,11,14 1 Vert PtLd -10.93 .00 0. Out hang V 46.55 .00 46.54 No live 1 S2 2014 Vert PtLd 6.59 .00 0. Out Flang V 12.50 .00 12.50 No Wind 1 left 6,11,14 $2 2008 Horz PtLd 00 6.ib 0. Out flung H 08 .08 .00 No Wind �� Ridge 7,12,15 MEM FLANGE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE S2 2011 Vert PtLd •13.66 .00 0. Out Flare V 46.55 .00 46.54 No Snow 1,10,11,12,13,11,15 52 2011 Vert Ptld -3.72 .00 0. Out Flare V 37.51 .00 37.51 No Deed Weight 1, 2, 3, 4, S, 6, 7, 8 S2 2008 Horz PtLd .00 1.02 0. Out Flung H .08 .08 .00 No Seismic Right 8,16 � WIDTH THK _ THK End1 Erd2 _�T� (le�Fy fY Jt1 Jt2 REF, $2 2011 Vert Ptl.d 6.59 .00 0. flat Flanp V 46.55 00 46.54 No Wind 1 Right 5,10,13 9,10,11,12,13,14,15 S2 2008 Horz PtLd .00 -1.02 0. Out Ftung H OB .08 .00 No Seismic Left 9,17 1 12.00 1.0000 ,1875 18.00 18,00 18.250 1700.01 50.0 50.0 Bate pit Shop Spt 0 0 3-Pt ete S2 2011 Vert PtLd 6.159 .00 0. out Flang V 46.55 .00 46.54 No Wind 1 left 6,11,14 52 2014 Vert PtLd •10.93 .00 0. Out Flang V 37.51 .00 37.51 No Live 1 2 12,00 .7500 .1875 18.00 23.00 5.931 321.41 50.0 50.0 Shop Spl Knee 0 0 3 Plate $2 1011 Vert PtLd 6.59 .00 0. Out Fling V 21.51 OO 21.51 No Wind �) Ridge 7,12,15 92 2014 Vert PtLd -13.66 .00 0. Out Flang V 37,51 .00 37.51 No Snow 4,10,11,12,13,14,15 Sepnent Segment Segment Start X/Y End K/Y 3 8.00 .5000 .2500 50.00 :2.00 19.305 1268.13 50.0 50.0 Knee golf Pit 0 0 3-Plate S2 2011 Vert PtLd 6.59 .00 0. clot Flung V 46.55 .00 46.54 No Wird �� Ridge 7,12,15 32 2014 Vert PtLd 6.59 .00 0. Out flare V 37,51 OQ 37.51 No Wind 1 Right 5,10,13 S? 2011 vert Pttd 3,7'1 .00 0. out Ring V 16.46 .00 17.46 No Wind Weight 1, 2, 3, 4, 5, 6, 7, 8 No. Leng h-Ft. Type Coord-Ft. Coord-Ft. 4 8.00 ,5000 .2500 52.00 34.00 30.000 1914.57 50.0 50.0 Bolt Pit Bolt Pit 0 0 3-Plate e S2 2014 Vert t't'_d 6.59 .00 0. Out Flang V 37.51 .00 37.51 No Wind 1 left 6,11,14 2000 Z,,38 Ext Calm .00 .88 .00 25.25 5 8.00 .5000 .2500 34.00 45.00 10.547 642,03 50.0 50.0 Bolt Pit Shop Sp( 0 0 3-P(ste 9,10,11,12,17,14,15 52 2014 Vert Ptld 4.37 .00 0. Out Flung 37.51 .00 37.51 No Collet Gray 1, 2, 3, 4, 8, 9,13,14 2009 60.01 RrfterBm OQ 25.25 60.OQ 26,50 6 8.00 .5000 .2500 45.00 34.00 10.264 624.89 50.0 50.0 Shop Spl Bolt Pit 0 0 3-piste S2 2011 vert PtLd -4.37 ,00 0. Out Flanp V 17,46 .00 17,46 No Collat Gray 1, 2, 3, 4, B, 4,13,14 15 2010 54.01 RafterBm 60.00 26,50 114.00 27.63 7 8.00 .2500 .1875 34.00 34.00 75.000 1235.63 50.0 50.0 Bolt Pit Bolt Pit 0 O 3-plate 15 $2 2014 Vert PtLd 6.59 .00 0. Out Flag V 12,50 .00 12.50 No Wind �� Ridge 7,12,15 2011 54.01 RafterBm 114.00 27,63 168.00 28.75 8 8.00 .5000 .1875 34.00 41.00 8.754 448.02 50.0 50.0 Bolt Pit Shop Sp( 0 0 3-Plate 32 2012 Vert PtLd -10.93 .00 0. Out r(Mg V 17,46 .00 17.46 No live 1 32 2014 Vert PtLd 6.59 ,00 0. Out Flung V 37.51 .00 37.51 No Wind Ridge 7,12,1 S2 2012 Vert Ptld •13.66 .00 0. Out Ftang v 17.46 .00 17.46 No Snow 4,10,11,12,13,14,15 �� 2012 54.01 Rafteram 168.00 28.75 222.00 29.87 9 0.00 .5000 .1875 11.00 34.00 8.438 432.87 50.0 50.0 Shop Spl Bolt Pit 0 0 3-Plate S2 2015 Vert PtLd 3.72 00 0. Out Flerg V 16.01 .00 16.01 No Dead Height 1, 2, 3, 4, 5, 6, 7, 8 2013 54.01 Rafter8m 222.00 29.87 276.00 28.75 10 8.00 .2500 ,1875 34.00 34.00 35.000 17.35.63 50,0 50.0 Bolt Pit Bolt Pit 0 0 3-Plate S2 2017 vert PtLd 6.59 DO 0. out Flung V 17.46 .00 16.16 No WI M 1 Right 5,10,13 9,10,'1,12,13,14,15 2014 46.51 Rafter8m 276.00 28.75 322.50 27.78 11 8.00 .3750 .2500 34.00 48.00 10.542 583.57 50.0 50.0 Bolt Pit Shop Spt 0 0 3-Plate f2 2012 Vert PtLd 6.59 .00 0. Out flare Y 17.46 .00 17.46 No Wird 1 left 6,11,14 $2 2015 Vert PtLd -4,37 .00 0. Out Flang V 16.01 .00 16.01 No Collat Gray 1, 2015 56.51 RefterBm 322.50 27.78 379.00 26.60 12 8.00 .3750 .2500 48.00 34.00 8.469 469.12 50.0 50.0 Shop Spl Bolt pit 0 0 3 Plate 3, 4, 8, 9,13,14 f 012 Vert PtLd -4,31 .DO 0. Out elarp V 17,46 ,00 16.46 No Collat Grav 1, 2, 3, •, 8, v,13,14 15 2016 55.01 RafterBm 379.00 26.60 474.00 25,46 13 8.00 .2500 .1875 34.00 34.00 35.000 1235.63 50,0 50.0 Bolt Olt Bolt Pit 0 0 3-Plate 15 92 2015 Vert PtLd -10.93 .00 0. Out Flang V 16.01 .00 16.01 No Lire 1 2008 24.58 Ext Calm 434.00 25.46 434.00 ,88 14 8.00 .5000 .2500 34.00 36.48 10.001 570.31 50.0 50.0 Bolt Pit Shop Sp( 0 0 3-Plate $2 2012 vert PtLd •3.94 .00 0. Out Ftanq V 42.47 .00 42.46 No Dead Weight 1, 2, 3, 4, 5, 6, 7, 8 52 2015 Vert PtLd -13.66 0o 0. out Flang v 16.01 .00 16.01 No Snow 4,10,11,12,13,14,15 15 8.00 .5000 .2500 36.48 34.00 (0.000 570.28 50.0 50.D Shop Spl Bolt pit 0 0 3-Plate 9,10,11,12,13,14,15 52 2015 Vert PtLd 6.59 .00 0. Out Fang Y 16.01 .00 16.01 No Mind t Right 5,10,13 User Defined Distributed Loads 16 8.00 .2500 .1875 34.00 34.00 35.000 1235.63 50.0 50.0 Bolt Pit Bolt Pit 0 0 3-plate ft 2011 vert ►std •11.60 .QO 0. Out Flanq v 42,46 ,00 42.46 Mo Live 1 32 h'r15 Vert PtLd 6.39 ,00 0. Out Flare V 16.01 .00 16,71 No Wind 1 left 6,11,14 -- � - F10 Segment Lord load Dist ft. Lord Mag K/Ft Support load Loading 17 8.00 5000 .1865 34.00 39,00 8.454 427.17 50.0 50.0 Bolt pit Shop Spl 0 0 3-Platt f 2012 Vert PtLd •14.48 .00 0. Out flrrsq v 42.47 .00 42,46 No Snow 4,10,11,12,13,14,15 32 2015 Vert PtLd -3.72 .00 0. Out Flare V 41.02 .00 41,01 No Dead Weight 1, 7, 3, 4, 5, 6, 7, 0 ID No. Category rrarr To Frrae To Code Type Combinations 18 8.00 .5000 .1875 39.00 34.00 10.557 533,33 50.0 50.0 Shop 92 2012 vert PtLd 6.59 .00 0. Out F(ng V 42.47 .00 42,46 No Wird 1 Right 5,10,13 -- op Spl Balt Pit 0 0 3-Plate 9,10,11,12,13,14,15 S2 2009 Vert Unff .00 60.01 .00 .00 No Snow 4,10,11,12,13,14,15 19 5.00 .1345 .1875 34.00 34.00 25.000 656.74 50.0 50.0 Bolt Pit Bolt Pit 0 0 3-Plate f 2012 Vert PtLd 6,59 .00 0. Out Flang V 42.47 ,00 42,46 Me Wird 1 left 6,11,14 32 2015 Vert PtLd -4.37 .00 0. Out Flang V 41.02 .00 41,01 No Collat Gray 1, 2, 3, 4, 8, 9,13,14 S2 - 2009 Vert Unif .00 4.71 -.27 .00 No Snow 4,10,11,12,13,14,15 20 B.OG 5000 .1875 34,Q0 39.OG 10.953 SS3.36 50.0 50.0 Bolt pit Shop Spl 0 0 3 Plate 12 2C'. vert PtLd 4,67 110 0. Out Flenq v 42.47 .00 42.44 No rollat Grey 1, 2, 3, 4, S. 9,13,14 $2 2010 Vert Unif DO 54.01 .00 .00 No Snow 4,10,11,12,13,14,15 21 8.00 .5000 .1875 39.00 34.00 10.057 SOB.06 50.0 50.0 Shop Bpi Bolt pit 0 0 3-Plate 15 15 22 2015 Vert PtLd •10.93 .00 0. Out flag V 41.02 .00 41,01 No live 1 92 2011 Vert Unif .00 54.01 .00 .00 No Snow 4,10,11,12,13,14,15 22 II,^0 .3125 .1875 34.00 34.00 35.000 1354.73 :0.0 SO.0 Bolt pit Bolt pit 0 0 3-Plate f2 2012 Vert PtLd 29 .00 O. Out FlariB V 75.01 .00 35,00 No Collat Grav 1, 2, 3, 4, 8, 9,13,14 $2 2015 Vert PtLd -13.66 .00 0, Out Fl mirM V 41.02 .00 11.01 Mo Snow 4,1(1,11,12,13,14,15 I 32 2012 Vert Unff .00 54.01 .00 .00 No Snow 4,10,11,12,13,14,15 23 6.00 .5000 .2500 34.00 45.00 11.466 697.92 50.0 50.0 Bolt Pit Shop Spt 0 0 3•Pla:e 1S $2 2015 Vert PtLd 6.59 .00 0. Out filming V 41.02 .00 41.01 No Wind 1 Right 5;10,13 f2 2011 vert PtLd 6.59 .00 0. Out FI S2 2012 Vzrt Unif 35.01 54,01 .00 .00 No Collet Grey 1, 2, 3, 4, 8, 9,13,14 24 3.00 5000 .2500 15.00 34.00 10.2% 626.80 50.0 50.0 Shop Spl Bolt pit 0 0 3-Plate rng V 12.46 .00 12.46 NO Wind �� RidBe 7,12,15 92 2015 Vert PtLd 6.59 .00 0. Out Flarig V 41.02 .00 11.01 No Wlrst: 1 Daft 6,11,14 15 25 rl.00 ,;1125 .2500 34.00 52.00 25.000 1340.22 SO.O 50.0 Bolt Pit Bolt pit 0 0 3-Plate 92 1011 vert ►std 6.50 .00 0. Out i1minB V 42.47 .00 42.46 NO Wind �� R1dBmi 7,12,15 S2 2015 Vert PtLd 6.59 .00 0. Out fl mirig V 16.01 .00 16.01 No Wind �� Ridge 7,12,15 S2 2013 Vert Unif .00 54.01 .00 .00 No Snrw 4,10,11,12,13,14,15 26 8,1,`0 A000 •2500 52.00 52.00 19.555 1296.19 50.0 50.0 Bolt Pit Knee 0 0 3-Plate 7880 S0 DarMC19 Ser. 7880 SW Cleft-nouth Str. 7880 SW Dartmouth Str. 7860 SW Dmirdnouth Str. dile/SrN 00497,MEC10M OOB09 BlIP19A9 0049 F,MEC1999-0050A BUp199A-00497,MEC:199"0509 BUP1999 SW Da tmouth S-00509 ir. 109 of 203 1 ---- -- ----- -- 110 of 203 -------------------- -- - --- _ _ of 203 112 of 201 LEGIBILITY STRIP o � � ,1111 IIII IIII IIII IIII II�� ""-•`p" iorom II fin fill ul'� I I I i i�ullllll�l��llullllnllulllnnlllll1lnulllll ulllllu II I�InI Inljinl lul�ull null Il�lin 11/21/2/2 nn�lnl I!nlllll /241111/2 IIIIIIIII nlll�lllllulull I�IIIIIIII IltJlinl ifullul uulllu IIIIi, Ila 1111 Inl IIII 1 FA .i cm fit IID 1 I 1 12 II3 I I4 i IIB II7 IIA II9 �O �I 212 213 214 213 218 217 1 I 2 29 �9 30 r f � tT a 74 ti } - VP Buildings PRIMARY FRAME VP PFJMARY FRAME ► g DESIGN DATA DATc: 12/22/99 Buildings DESIGN DATA DATE: 12/22/99 'VP Buildings PRIMARY FRAME - VP Buildings PRIMARY FRAME (P►")0U Nanie 111`Custcu 7igaid,OR) TIME: 13:27 (Project Name: 4485-CosiLo Tigard,OR) DESIGN DATA DATE: 12/22/99 TIME: 13:27 DESIGN DATA DATE: 12/22/99 (VP Quote No MF9'A)125834)01) PAGE: OS of l9 (VP Quote Na: ME99012583-001) (Project Name: 4483-Costco Tigard,OR) (VP Order Nu ME9970372 02)) -�7U I (t1Qlal4oti! -_._ (VP Order No.: ME9970372-0U) PAGE: 09 of 19 TIME: 13:27 -_ (Projeat Name: 4485-Costco Tigard,OR) TIME: 13:27 ---'- ------ Vpf�3� ----�� - - -----��__ 3701 Addition (VP Quote No.: ME99012583-MI) V /MME A ah"RR SIZES__._ -.- Y _-_ -- _ PAGE: 10 Of 19 (VP Quote No, ME99012583-001) (VP Order No.: idE997U372-0U) PAGE: i 1 of l9 YKeiaa3a<- --- 1370„Ij, (Addition (VP Order Nu.: ME9970372-W) 370 I A ition _____-_- _-___ _997....2.__ _ �1_.1.sld -1__�._ MEM FLANGE WEB DEPTHS LENGiH HEIGHT FIANCE WEB SPA CE CODES THICKNESS SHAPE Vsrtical and horiionul cicarancas are based on paatietry only and do not consider frarte deflections. 1Ti70N6U14AfARY VR1r41op3.6 RP.ACTipN Y VRlt+luoa.d W DTH TMK _THK Endl Erd2 FT LBS F F Jill Jt2 REF. -- --- J i ___ _ i -�_-_. 1_..._1-_Y_.____�__ ___ �- _ If frame deflection (a critical to s clearance, consult VP Buildings for a specific recorrrnendatiori, i LD CASE LOAD COM8INATlON HORIZONTAL VERTICAL MOMENT LOCATION 27 12.00 .7500 .2500 18.00 24.00 6.390 385.26 50.0 50.0 Shop Spl Knee 0 U 3-Plate LD CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION 8.72 3.34 .00 AT 431.08 FT FR - 1875 18.00 18.00 18.000 1676.69 50.0 50.0 Base Pit shop 5 i 0 0 3•P(ste OM BACK INT Col 6 D +<y) (kips) (kips) On-kiar) (kips) (kips? 28 12.00 1.0000 oP P �NYi EXT COL i5 0 �1 INT COL 11 0 +5 +<y1 .00 15.85 .00 Al 274.54 fT FROM BACK ?9 7.00 ) SW5 .3125 7.00 7.00 22.595 623.40 46.0 46.0 Base Pit Bolt Pit 0 0 TS7.UX7.OX 51 5 LD CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION 00 10.53 .00 AT 58.54 FT FROM BACK �,YAO .2500 7.00 7.00 24.041 539.00 46.0 46.0 Base Pit Bolt Pit 0 U TS7.OX7.Ox.2500 IMT COL 11 0 +S +<W1 .00 14.56 .00 AT 321.04 FT FROM BACK 30 7.00 - (kips) k(_i spm_Srn-k_ ipo) i_ _ INT COL 6 D + WI .00 -5.70 ,00 AT 112.54 FT FROM BACK 31 7.00 3125 .3125 7.00 7.00 24.610 678.98 46,0 46.0 Base Pit Bolt Pit 0 G T57.Gx?.OX.3125' EXT COL 1 D +C + IMT COL it 0 +S +cV1 .00 24.20 .00 AT 377.54 FT FROM BACK 0 L 5.46 30.11 .00 AT .00 FT FROM BACK INF COl 6 0 •<V1 .00 -6.75 .00 AT 166.54 FT FROM BACK 32 7.00 .3750 .3750 7.00 7.00 26.626 867.46 46.0 46..0 Base Pit Bolt Pit 0 0 TS7.00.OX.375O EXT COL 1 D +C +l EXT COL 12 D +S +VP 2.24 10.24 .00 AT 00 FT FROM BACK p •5.46 22.65 .00 AT 431.08 FT FROM BACK INT COL 6 D +cWi .00 -5.60 .00 AT 220.54 F1 FRpf BACK 33 7.00 .KGO .2500 7.00 7.00 25.316 567.58 46.0 46.0 Base Pit suit Pit 0 0 TS7.OX7.0x.25001 IMT COL 1 D +C +L I EXT COL 12 D +S +WP -2.24 8.58 .00 AT 431.08 FT FROM BACK 9 .00 69.14 .00 AT 58.54 FT fRGI( BACK INT COL 6 D +<W1 .00 5,73 .00 AT 274.54 FT FROM BACK j IMi COL 1 D +C +L INF COL 6 D +<W1 INT COI. 12 D +S +WP .00 19.56 .00 AT 58.54 FT FROM BACK 9 .00 58.31 .00 AT 112.54 FT FROM BACK .00 •7.25 .00 AT 321.04 FT FROM BACK IMT COL 12 D +S +WP .00 16.40 .00 Al 112.54 FT FROM BACK t►gh1II"RS1T.1i1t _-^ �� INT COL 1 D +Cg +L .00 65.60 .00 AT 166 ° iT FROM BACK INT COL 6 D +<W1 .00 -2,09 .00 AT 3T7.54 FT FROM BACK MEM FLANGE _ WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE INT COL 1 D +Cg +l 00 63.61 .00 EXT COL 7 p +WP INT COL 12 D +S *WP .00 17.33 .00 AT 166.54 FT FROM BACK AT 2F "�4 FT FROM BACK .21 -.62 .00 AT .00 FT FROM BACK INT COL 12 D +h +WP .00 18.55 .04 AT 220.54 FT FROM BACK WiDTM THK THK Endl End2 __(_fTj_ __ (LBS) F)(._ Fy_ Jill Jt2 REF. INT COL 1 0 +C +L i -- - --- - --; 9 .00 55.20 .00 AT 274.54 FT FROM BACK EXT COL 7 D +WP -.21 .27 .00 AT 431.08 FT FROM BACK INT COL 12 0 •5 +110 .00 15.50 .00 AT 274.54 fT FROM BACK 34 7.00 .00) .2500 7.00 7.00 24.348 545.88 46.0 46.0 Base Pit Bolt Pit 0 0 TS7.0X7.0X.2500 INT COL 1 D +Cp +l. .00 56.46 .00 AT 321.04 Fr FROM BACK INT COL 7 0 +WP .00 •6.53 .00 AT 58.54 FT FROM BACK 35 7.UU ] i .3125 7.00 7.00 22.701 626.31 46.G 46.0 Base Pit Bolt Pit 0 0 TS7.00.01.3125 INT COL 1 D +C +l iNT COL 7 D +WP INT COL 12 0 +S +WP .00 15.62 .00 AT 321.04 FT FROM BACK 9 .00 68,93 .00 AT 377.54 FT FROM BACK .00 •6.56 .00 AT 112.54 FT FROM BACK IMT COL 12 D +S +WP .00 19.64 .00 AT 377.54 FT FROM BACK � MONS �ARY EXT COL 2 0 +Cp +al+ 2.64 15.65 .00 AT 00 FT FROM BACK INT COL 7 D +WP .00 -6.53 .00 AT 166.54 FT FROM BACK EXT COL 2 p +C +aL• IMT COL 7 D +WP EXT COL 13 p +Cp +S +W1> 1.88 31.3: .00 AT .00 FT FROM BACK - 9 • -2.84 13.44 .00 AT 431.08 FT FROM BACY. .00 -5.20 .00 AT 220.54 FT FROM BACK EXT COL 13 D •Cg +S +W1> -9.90 27.63 .00 AT 431.08 FT FROM BACK Mbr it X Suppt Y Suppt Mont X-Disp Y•Disp Aotstn INT COL 2 D +Cg +sl .00 34.82 .00 AT 58.54 FT FROM BACK INT COL 7 D +WP .00 •6.08 .00 Ar 274.54 FT FROM BACK No. No. D■Qin 1 Ftp in. In. rad. INT COL 13 D +C +S +W1> .00 76.35 .00 AT 58.54 FT FROM BACK S _1__'._-"1 -_ - S _1-__ i1 ---L2__-.-____ __- IMT COL 2 0 +rg .al• .00 27.95 .00 AT 112.54 FT FROM BACK IMT COL 7 D +WP .00 •6.19 .00 AT 321.04 FT FROM BACK p I 1 1 1 0 .0000 .0000 .0000 INT Cpl 2 D +C +aL• INT COI. 13 p +Cg +S +W1> .00 62.72 .00 AT 112.54 FT FROM BACK B .00 34.23 .00 AT 166.54 FT FROM BACK INT COL 7 D +WP .00 -6.64 .00 AT 377.54 FT FROM BACK INT COL 13 D +Cp +S +W1> .00 70.70 .00 AT 166.54 FT FROM BACK 79 1 1 1 0 .0000 .0000 .0000 INT COL 2 D •Cg +aL• .00 32.29 .00 AT 220.54 FT FROM BACK EXT COL 8 D +Cg +E> -20.51 4.80 .00 AT .00 FT FROM BACK INT COL 13 D +Cp +S +W1> 00 66.95 .00 AT 220.54 FT FROM BACK l9 t 1 1 0 .0000 .0000 .0000 INT COL 2 D +tg +al• .00 26.81 .00 AT 274.54 FT FROM BACK EXT COL 8 D +Cp +E> -26.66 25.03 .00 AT 431.08 FT FROM BACK 30 1 1 1 0 .0000 .0000 .0000 INT COL 2 D +C +aL• INT CUL. 8 D +C +E> IMT COL 13 D +Cp +S oWi> UO 59.57 .00 AT 274.54 FT FROM BACK 9 .00 27.98 .00 AT 321.04 FT FROM BACK 9 .00 46.22 .00 AT 58.54 FT FROM BACK INT COL 13 D +Cg +S +W1> .00 61.54 DO AT 321.04 f FROM BACK 31 1 1 1 0 .0000 .0000 .0000 INT COL 2 D +Cg +aL• .00 34.13 .00 AT 377.54 FT FROM BACK INT COL d D *Cg +E> .00 24.43 .00 AT 112.54 FT FROM B/.CK 32 1 1 1 0 .0000 .0000 .0000 EXT COL 3 D +Cp +'aL INT COL 8 p •C +E> INT COL 13 0 *Cg +5 +W1> .00 72.22 .DO AT 377.54 FT FROM RACK 2.63 16.84 .00 AT .00 FT FROM BACK 9 .00 34.01 .00 AT 166.54 FT FROM BACK EXT COL 14 D +Cg +S •<W1 9.79 34.62 .00 AT .00 FT FROM BACK 33 t 1 1 0 .0000 .0000 oOC9 EXT COL 3 D +Cg +•rL •2.83 12.23 .00 Al 431.Ob FT FROM BACK INT COL 8 D +Cg +E> .00 31.31 .00 AT 220.54 FT FROM BACK 34 1 1 1 0 .0000 .0000 .0000 INT COL 3 O +Cp +•al INT COI. 6 Q •C +E> ENT COL 14 0 *Cg +S +N1 -1.73 23.82 .G.i AT 431.08 FT FROM BACK , 00 34.37 -00 AT 58.54 FT FROM BACK 9 .00 24.65 .00 AT 274.54 FT FROM BACK IN1 COL 14 D +Cp +S WI .00 72.35 .00 AT 58.54 FT FROM BACK 35 1 1 1 0 .0000 .0000 .0000 INT COL 3 0 +Cg +•aL .00 28.29 .00 AT 112.54 f FROM BACK iNT COL 8 U +Cp +E> .00 29.82 .00 AT 321.04 FT FROM BACK INT COL 3 D +Cg +•al IMT COL 8 D +C +E> INT LUL 14 D •Cp +S +<Y1 .00 63.63 .00 AT 112. 4 FT FROM BACK 00 34.11 .00 AT 166.54 FT FROM BACK 9 .00 16.68 .00 AT 377.54 FT FROM BACK I INT COL 14 0 +Cp +5 +<W1 .00 70.44 .00 AT 166,54 FT FROM BALK g .00 32.35 .00 AT 220.54 FT FROM BACK FXT LD1 9 D *Cg +<E 25.91 26.83 .00 AT 00 FT FROM BACK INT COL 14 D +Cg +S +<W1 .00 68.93 .00 AT 220.54 FT FROM BACK INT CGL 3 D ♦C +•al I EXT Col 9 D +C +<E Mbr Joint INT COL 3 D +C9 +•sL .00 26.88 .00 AT 274.54 FT FROM BACK p 21.26 -.20 .00 AT 431.08 FT FROM BACK _Mo. No. _ __-_ __ , „ INT COL 3 D +Cg +•al INT COL 14 D *Cg +S +<W1 .00 59.91 .00 AT 274.54 FT IRON BACK '---'--- •00 27.64 .00 AT 321.04 FT FROM BACK IMT COL 9 D +Cg +<E .00 20.78 .00 AT 58.54 FT FROM BACK INT CUL 14 D +Cg +S +<W1 .00 60.52 .00 AT 321.04 FT FROM BACK 29 2 IMT COL 3 D +Cp +•aL .00 34.60 .00 AT 377.54 FT FROM BACK INT COL 9 D +Cg +<E .00 29.87 .00 At 112.54 FT FROM BACK ]0 2 EXT COL 4 D +C +S IMT COL 9 n +C +<E INT COL 14 D �Cg +S +<W1 .00 76.78 .00 Ar 377.54 iT FRCM BACK 9 6.76 37.54 .00 AT .00 FT FROM BACK p .00 32.29 .00 AT 166.54 FT FROM BACK EXT COL 15 D +Cq +S +WP 6.20 32.87 .OD AT .00 FT FROM BALK 31 2 EXT COL 4 D +Cp +S 6.76 29.03 .00 AT 431.08 FT FROM BACK IMT COL 9 D +fp +<E .00 31.34 .00 AT 220.54 FT FROM BACK 32 2 INT COL 4 D +C +S EXT COL 15 D +Cg +S +WP •6.20 25.62 .00 AT 461.08 FT FROM BACK 9 .00 85.69 .00 AT 58.54 FT FROM BACK INT COL 9 D +Cg +<E .00 27.05 .00 AT 274.54 FT FROM BACK INT COL 15 0 +Cg +S +WP .00 74.35 .00 AT 58.54 FT FROM BACK 33 ? INT COL 4 U +Cg +S .00 73.07 .00 AT 112.54 FT FROM BACK INT COL 0 D +Cp +<E .00 23.84 .00 AT 321.04 FT FROM BACK 34 2 INT COL 4 D +Cg +S .00 INT COL 15 D +Cq +S +WP .00 63.20 .00 AT 112.54 FT FROM BACK 80,86 .00 AT 166.54 FT FROM BACK INT COL 9 D +Cp + I .00 47.85 .00 AT 377.54 FT FROM BACK INT COL 15 D +Cg +S +WP .00 70.55 .00 AT 166.54 F FROM BACK I 3S 2 INT CUL 4 D +Cg +S EXT COL 10 D +S +W1> 00 78.84 .00 AT 220.54 FT FROM BACK -6.40 7.14 .00 AT 00 FT FROM BAC( INT COL 15 D +Cg +S +WP .00 69.13 .00 AT 220.54 f FROM BACK INT COL 4 C *Cg +S .00 69.01 .00 AT 274.54 FT FROM BACK EXT COI. 10 D +S +V1> 9.65 12.61 .00 AT 431.08 FT FROM BACK INT COL 15 D +Cg +S +WP .00 59.73 .00 AT 274.54 FT FROM BACK INT COL 4 0 *Cg +S .00 70.45 .00 AT 321.04 FT FROM BACK INT COL 1U D +S +W1> .00 23.56 .00 AT 58.54 fT FROM BACK INT COL 15 D +Cg +S +WP .00 61.05 .00 AT 321.04 FT FROM BACK Vertical aClearancenca SV Back Haurvinsnch 428'-8 (Clear Distance between SW Coluxns at Knee) INT COL 4 D +Cp +S .00 x5.83 .00 AT 377.54 FT FROM BACK IMT COL 10 D +S 4WI> .00 15.45 .00 AT 112.54 FT FROM BACK INT COL 15 D +Cg +S +WP .00 74.50 .00 AT 377.54 FT FkJM BACK Vertical Clearrnct at Back Haunch 20'•0 5/a EMT COL 5 D +W1> -8.42 •3.72 .00 AT .00 FT FROM BACK INT COL 10 D +S +W1> .00 17.67. .00 AT 166.54 FT FROM BACK Vertical Clearance at front Haunch 20'•1 1/8 EMT COL 5 D +WI> INT COL 10 D +S +W1> EXT COL 16 E> •23.07 •10.95 .00 AT 00 FT FROM BACK 7.62 4.30 .00 AT 431.08 FT FROM BACK .00 18.19 .00 AT 220.54 F1 FROM BACK EXT COL 16 E> -23.82 12.54 .00 AT 431.06 FT FROM BACK Vertical Clearance at Rider 25'-9 INT COL S D +W1> .00 -2.53 .00 AT 58.54 FT FROM BACK INT COL 10 D +S +W1> .00 15.18 .00 AT 274.54 FT FROM BACK Vertical Clearance at Int Col 1 21'•8 1/8 INT COL 5 0 +W1> INT COL 10 0 +5 +V1> INT COL 16 E> .00 12.65 .00 AT 58.54 FT FROM BACK 00 •7.51' .00 AT 112.54 FT FROM BACK .00 16.60 .00 AT 321.04 FT FROM BACK Vertical Clearance at Int Col 2 23'•1 13/16 INT COL S G +W1> INT COL 16 E> .00 -2.71 .00 AT 112.54 FT FROM BACK 00 •6.24 .00 AT 166.54 FT FROM BACK !Ni COL 10 0 +S +V1> .00 15.07• .00 AT 377.54 FT FROM BACK INT COL 16 E> .00 .86 .00 AT 166.54 FT FROM BACK '' INT COL S D +V1> .00 -5.56 .00 AT 220.54 FT FROM BACK EXT COL 11 D +S +<W1 9.43 13.74 .00 AT .00 FT FROM BACK INT COL 16 E> .00 •.02 .00 AT 220.54 FT FROM BACK Vertical Clearan:e rt Int Col 3 13 D 1/2 Vertical Clearance at Int Col 4 25'•9 INT COL 5 D +W1> .00 -6.40 .00 AT 214.54 FT FROM BACK EXT COL 11 D +S +<W! 6.69 4.97 .00 AT 431.06 FT FROM BACK INT COL 16 E> .00 •1.19 .00 Ar 274.54 FT FROM BACK vertical Clearance at Int Col S 24'•5 3/16 IMT COL S 0 +V1> INT COL 11 D +S +<V1 .00 15.57 .00 AT 58.54 FT FROM BACK 00 -5.21 .00 AT 321.04 FT FROM BACK Vertical Clearance at Int Col 6 23'•5 9/16 INT COL S 0 +W1> INT COL 16 E> .00 2.97 .00 AT 321.04 FT FROM BACK 00 -11.21 .00 AT 377.54 FT FROM BACK IN1 COL 11 D +S +N1 .00 17.26 .00 AT 112.54 FT FROM BACK INT COL 16 E> .00 -14.50 .00 AT 377.54 FT FROM BACK Vertical Clearance at Int Col 1 21' 9 5/D EXT COL 6 D +<W1 7.40 2.88 INT COL 11 D +S +<W1 7880 SW Dartmouth Sir, .00 AT .00 FT FROM BACK .00 17.10 .00 AT 166.54 FT FROM BACK 110 0 ME 7850 SW Dartmouth Sir. .00 18.16 .00 AT 220.54 FT FROM BACK EXT COL 17 <E 23.07 10.95 .00 AT .00 FT FROM BACK BUP1999.00497,MEC1999-00509 INT COL 11 D +S +<WI BUP1999-00497,MEC1999.00509 EXT COL 17 <E 23.82 12.54 .00 AT 431.08 FT FROM BACK - --- --- -- _ ----_--_. -____-_ _ ---- - 7890 Dartmouth Sir. 8001999.0000 497,MEC1999-00809 7850 SW Dartmouth tr. `14 of 203 8001999.00497,MEC1999.00509 -----------' - - - 116 of 203 118 of 203 IVP VP Buildings Buildings PRIMARY FRAME PRIMARY FRAME VP Buildings PRIMARY FRAME PRIMARY FRAME VP Buildings DESIGN DATA DATE?: 12/22/99 DESIGN DATA DATE: 12/22/99 DESIGN DATA DATE: 12/22/99 DESIGN DATA GATE: 12/22/99 'Pmject Name 4411 Costco Tigard.OR) TiME: 13:27 (Project Name: 4483(oaten Tigard,OR) (Project Name: "85-Costco Tigard,OR) IVP Quote No ME99O125H1 a)I) - TIME: 13:27 TII4IE: 13:27 (Project Name: 4485-Costco Tigard,PAGE: 12 of 19 (VP Quote No.: ME99012383-001) - B rd,OR) TIME: 13:27 _ IVP Order P!. ME9970372-UO) + -- ---- 1179,11 (Addition (VP Omer No.: ME9970372-00) PAGE: 13 of 19 (VP Quote No.: M!9901.583-001) PAGE: 14 Of 19 IVP Quote No.: ME990125H3-000 C�/1CT10r 8UI110NAllY -- -- -- - - Yarrloa 3.6 �1AIlK ___ Vartdoa 3.S ( f370 1�_ (VP Order No.: ME)970372 00) 117_0.11 _fAddition) VP Order Na: MF9970372-00) , PAGE: IS of l9 --- -.•• �-- 1370.11 (Addition) _ V�3.6 tVi;1,QCA77UN SUMMARY -� VMuB J.6 _ -••.•• _....___._.... _ _. - __ _ _. __ ._... . . �'ONl!IRCCIONSUMMAR'1! __ _ -. ifw LD [AS[ LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION � -- MEMBER STIFFENER DESCRIPTION LOCATION WEB DEPTH H/T A/H A STIFFENER SIZE SIDES WELDING MBR JT PLATE DATA ------ ..............BOLT DATA------------- MBN Location 23' 6 1/8 28' 6 1/8 33' 6 1/8 - (kIC4L-ikios) (in•kips) - - - -'- -�--- Nl1MBER (FT.) (IN.) RATIO RATIO (Ike TNKNS x WIDTH L S INT COL 11 <f .00 •12.65 .00 AT 58.54 FT FROM BACK A - - NO. NO. THK x WIDTH x LENGTH BOLT OUTSIDE INSIDE -----CONNECTION CAPACITY- 13 Fig Brc?•> riot r"O F8 REOD(1) FB REOD(1) 21 3 INTERMEDIATE SHEAR 6.31 34.667 184.89 3.00 104.00 1 .1875 x '1.0000 BOTH STD. CK-OK _ SIZF _ Rows 4-Bolt Rows 4-Bolt TYPE OUTSIDE INSIDE MBR Location 3'-6 1/8 61-61/a IMT COL tl <E 00 2.11 00 AT 112.54 i7 FROM BACK 22 2 INTERMEDIATE SHEAR 8.34 33.375 178.00 3.00 100.12 1 .1875 X 2.0000 BOTH STD. CK-OK IN? COt 17 <E .00 •.86 .QO Ai 166.54 FT FROM BACK 24 2 1 .3750 X e.0 X 2'-11 0/16 1 3/4 " DIA A325 3 NO 3 NO I EXT 995.4 "K 995.4 "K 14 flp Prc?-> FB REOD(1) SFB REOD(1) 22 3 INTERMEDIATE SHEAR 31.34 33.375 178.00 3.00 100.12 I .1875 X 2.0000 BOTH STD. CK-OK 25 1 I .3750 X 8.0 X 21-11 0/16 I 3/4 " DIA A325 3 NO 3 NO I EXT 995.4 "K 995.41-K MBR Location 11•6 1/a 61•6 1/a INT COL 17 <C .00 .01 .00 AT 220.54 FT FROM BACK 23 2 INTERMEDIATE SHEAR 9.73 41.873 167.49 3.00 125.62 ( .1875 X 2.0000 BOTH 2.0 - 4.7 25 2 11.0000 X 8.0 X 41- 4 0/16 I 3/411 DIA A325 9 NO 10 NO I FLUSH 12473.0 "K 13422.4 11K 15 Flg Brc7•> SFB REQD0) not read INT COL 17 <E .00 1.19 .00 AT 274.54 FT FROM BACK 24 2 BEARING (INT. COL) .04 43.333 1 .3125 X 3.5000 BOTH STD. CK-OK 26 1 1.0000 X 8.0 X 41- 4 0!16 I 3/4" DiA A325 9 NO 10 NO 1 FLUSH 12473.0 "K 13422.4 "K MBR Location 11.6 1/8 61-6 1/8 111-6 1/8 16'-6 1/8 IN? LOL 17 <f .00 -2.97 .00 AT 321.04 FT FROM BACK 2•. 3 INTERMEDIATE SHEAR 6.46 36.667 146.67 3.00 110.00 1 .1875 X 2.0000 BOTH STD. CK-OK 26 2 1 .0000 X 8.0 X 41- 4 0/16 1 3/4" DiA A325 999 NO 999 NO I WISH .0 "K .0 "K 16 Fig Brc?-> FB REOD0) FB REGOO) FO REOD(1) not read IMT Cot 17 <E .00 14.50 .00 AT 377.54 FT FROM BACK 27 1 COL./HAUNCH FLG EX 2.11 22.500 1 .5000 X 5.5000 BOTH OS-3 2 3/ 4" - CONNECTION REQUIREMENTS EXCEED DEFINED SPLICE TABLE HAND DESIGN REGO - MOMENTS • 18984.6 "K 17875.1 MBR Location 211•6 1/8 26'-6 1/8 310-61/8 FAR MUNWRY - - 27 2 DIAGONAL KNEE STF. (ALT: WEB TNKNS W/O STIFF > .3125) 1 .3750 X 5.0000 ONE 1. " 27 2 1 .0000 X 12.0 X 4 4 0/16 1 3/4 DiA A325 999 NO 994 NO I FLUSH .0 "K .0 "K i 16 flp Brc7-> not read FB REOD(1) FB REOD(1) V`- - - 2 3/ 4" CONNECTION REQUIREMENTS EXCEED DEFINED SPLICE TABLE HAND DESIGN REQD MOMENTS ■ 18984.6 "K 17875. MBR Location 1'•6 1/8 61.6 1/8 EIDE BASE PLATE DATA ANCHOR. BOLT DATA NEEDING "" -""" VSIZE______ - 29 2 .3750 X 8.0 X 1'- 0 1/ 2 �!�!2 " DIA A325 1 NO 1 NO EXT .0 "K .0 "K 17 Fig arc?-> FB RE000) SFB RE000) 0N x 373 x LENGTH _ OTY PATTSRN-� MBR JT -•--•-• PLATE DATA •----- --------------BOLT DATA------------- 30 2 I .3750 X 8.0 X i'- 0 0/16 1 'i%L " DIA A325 1 NO 1 NO I EXT .0 "K .0 "K MBR location 31.0 5/8 a1-0 5/a EXT COL 13.00 X .3750 If 19.00 (4) 1 DIA. AM OS-3 N0. N0. THK x ViDTN x LENGTH BOLT OUTSIDE INSIDE' -----CONNECTION CAPACITY------ 1_ " EXT COL 13.00 x .!750 X 19.00 06 1 DIA. A36 OS-3 31 2 1 .3750 X a.0 x 1 0 1/ 2 1 W2 DIA A321 1 NO 1 NO I EXT .0 "K .0 "K 1a Fig Brc?-> SFB REQD0 FS REOD(1) IN1 Col 9 V 4'M x 1.0000 x s&-m 1,01 (4) ( -3/4 DIS, A36 OS-4 SIZE Rows 4 Bolt Rows 4-Bot t TYPE _OUTSIDE _ INSIDE 32 2 I 3750 X 8.0 X 1'- 0 0/16 1 V2 " DIA A325 1 NO 1 NO EXT .0 "K .0 "K MBR Locrtion 21-6 71-6 121-6 171-6 2 2 .0000 X 12.0 X 41. 2 0/16 1 3/4,10 IA A325 999 NO 999 NO I FLUSH .0 ": .0 "K 33 2. .3750 x 8.0 x 1'- 0 0/16 3/2 " DIA A325 1 NO 1 NO EXT .0 "K .0 "K 19 Fl Brc7•> FB REOD(i) F8 RE00(1) not reqd not read INF COl .QO X 1.0000 X 17.-00 (b) � •!/G OLA. A36 OS-4 I I I 9 2 3/ 4" • CONNECTION REQUIREMENTS EXCEED DEFINED SPLICE TABLE HAND DESIGN REOD - MOMENTS • 18339.01-X 17309. 34 2 1 .3750 X 8.0 X 1'- 0 0/16 ( " DIA A325 1 NO 1 NO 1 EXT 0 "K 0 "K HBO Location 22'-6 IMT COL 00 X 1.0000 x Ir.0 (4) 1 -30 DIA. A36 OS-4 3 1 0000 x a.0 X 41- 2 0/16 1 3/4" DIA A325 999 NO 999 NO I FLUSH .0 "K .0 "K 35 2 I .5000 x 8.0 X l'- 0 1/ 2 1 f2 " DIA A325 1 NO 1 NO � EXT .0 "K 0 "K 19 Fig arc?-> FB RE000 IMT COL -00 x 1.0000 x 15-6 (4) 1' -54/4 DIA. A36 OS-4 1 3/ 4" - CONNECTION REQUIREMENTS EXCEED DEFINED SPLICE TABLE HAND DESIGN REDD _ MOMENTS • 18339.0 "K 17309. IMT COL 00 x 1_1m x 1&:'00 (4) ) 3/4 DIA. A36 OS-4 MBR Location 21-6 71-6 IMT COL 8 00 x 1443x 13•^ (4) -304 DIA. A36 OS-4(10 ( ,,tis MEM 3 JOINT 2 PLATE TYPE WOULD NOT DESIGN CiIANGEO TU RISC PLATE -� � V" y �'` < 20 Fig arc? > FB RE00 0) FB REQD(1) INT COL .00 X 1,D000 X Ir-tO /511, (4) (_3/4 DIA. A36 OS-4 M M MBRLocation 81-0 13'-0 181-0 MBR location 1'-6 1/2 61-6 1/2 1 Fig Brc?-> rat read not ragd not reqd 21 fig arc?-> SFB REOD(1) not reqd 3 2 1 1.0000 e.0 60.000 I 1 1/4" DIA A325 4 0 0 1 4 0 1 1 4.00 RISC 10465.51 15739.68 MBR Location 41-9 NBR Location 11.5 7/8 6'-5 7/8 111-5 7/8 i6'-5 7/8 0't STIFF IN 3.875 X .5000 X 24.000 F-BS-7 W-OS-3 Fig Brc?-> not reqd 22 Fig grc7-> F8 RE00 0) Fe REQD0 FB REOD(1) not read MEMBER STIf►ENER DESCRIPTION LOCATION WEB DEPTH H/T A/H A STIFFENER SIZE SIDES W-'LDING 't0 4 1 1 1.0000 8.0 60.000 I 1 1/4" DIA A329,i 4 0 0 1 4 O 1 1 4.00 AISC 10465.51 15739.68 MBR Location 21 0 1/8 5' 11 1/a 9' 10 1/D 141 10 1/8 NBR location 21' S 7/8 26' S 7/8 31' S 7/8 _MIJIiBEII i/1•) SIN.) RATIO RATIO (IN S TNKNS x WIDTH l 5 STIFF IM 3.875 X 5000 X 24.000 F.BS-7 W-OS•3 reqd FB REOD(1) FB REOD(1) FB REOD(1) I 22 Fig Brc?-> not reqd FO REQDO) FO RE0D0) 3 Fig arc?-> not ? 1 COL./HAUNCH Ftp Tx 1.62 21.500 I .5000 X 5,5000 BOTH OS-3 ��1y 4 2 1 •3750 X 8.0 X 21-11 0/16 1 3/4 " DIA 025 4 NO 3 NO 1 EXT 1230.5 "K 1050.5 "K NOR location 0' 6 1/2 S' 6 1/2 10' 6 1/2 15' 6 1/2 MBR location 1' S 7/8 6' S 7/8 2 2 DIAGONAL KNEI STF, (ALT: WEB TNKNS V/0 STIFF • .5000) 1 .5000 X 5.5000 ONE 5 1 1 .5750 X 8.0 X 21-11 0/16 1 3/4 " DiA *325 4 NO 3 NO EXT 1230.5 "K 1050.5 "K I 4 Fig Brc?-> not read not read FB REOD(1) FB REOD(1) 23 Flp arc7-> FB REOD(1) FB REQD(1) 3 2 INTERMEDIATE NEAR 12.93 50.402 201.61 3.00 151.21 I 1875 x 2.5000 BOTH 2.0 - 3.4 1- " 1 MDR Location 20'-6 1/2 251-6 1/2 MBR location 0'-0 1/4 51•0 1/4 101•0 1/4 6 2 I .61-50 x 8.0 x 2 It 0/16 1 3/4 DIA A32S 6 NO 6 NO EXT 3634.6 "K 3634.8 "K S 2 BEARING (INT. COL) 9.93 41.349 .3125 X 3.5000 BOTH STD CK-OK 7 1 1 .6250 X 8.0 X 21-10 0/16 1 3/4" DiA A325 6 NO b NO FLUSH 3634.8 "K 3634.8 "K 9 � I 24 Flg Brc?-> FB REOD0) SFB REQ0 0) FB REOD0) 7 2 INTERMEDIATE SHEAR 8.38 33.500 17a.67 3.00 100.50 i .1875 X 2.0000 BOTH STD. CK-OK ,• " 1 4 fl Bre? > FB REOD(1) not r 7 2 I .3750 X 8.0 X 2 /1 0/16 I 3/4 DIA A325 4 NO 3 No I EXT 1163.6 "K 981.7 "K MBR Location 01-6 1/2 51-6 1/2 101-6 1/2 MBR Location 4'-8 5/8 91-8 5/8 141.8 5/8 19-a 5/8 7 3 INTERMEDIATE SHEAR 16.75 33,500 178.67 3.00 100.50 I .1875 X 2.0000 BOTH STD. CK-OK a 1 1 .3750 X 6.0 X 21-11 0/16 1 3/4 " DIA A325 4 NO 3 NO ( EXT 1163.6 "K 981.7 "K 5 Fig arc?-> not recid FB REQD(1) FB REOD(1) 25 Fig arc?-> FB REQD(1) not reqd not reqd FB REOD(1) 1 4 INTERMEDIATE ;NEAR 32.02 33.500 178.67 3.00 100.50 1 .1875 x 2.0000 BOTH STC. CK-OK 9 2 1 ,3750 x 6.0 It 2'-11 0/16 I 3/4 " DIA A325 6 NO 3 NO I EXT 1471.1 "K 981.7 "K MBR Location 41-11 7/8 9'-11 7/6 MBR Locetirxi 24'-8 5/8 a 2 BEARING (INT, Col) 8.14 19.501 I .2500 X 3.5000 BOTH STD. CK-OK 10 1 1 .3750 8.0 X 2'-11 0/16 1 3/4 " DIA A325 b NO 3 NO I EXT 1471.1 "K 981.7 "K 6 Fig grc7-> FB REOD(1) not reqd 25 rip Brc?•> FB RLJO(1) 9 2 INTERMEDIATE SHEAR 6.03 35.333 188.44 3.00 106.00 I .1875 X 2.0000 BOTH STD. CK-OK 10 2 1 .3750 x a.0 X 21-11 0/16 1 3/4 " DIA A325 3 NO 3 NO 1 EXT 981.7 "K 981.7 "K I MBR Location 41-8 3/4 9'-•a 3/4 14'-8 3/4 191-8 3/4 MBR Location 4'-a 5/a 9'-a 5/8 131-7 5/8 171-65/8 10 2 INTERMEDIATE SHEAR 8.38 37.500 178,67 3.00 100.50 I .1875 X 2.0000 BOTH STD. CK-OK 11 1 1 .3750 X 8.0 X 21-11 0/16 1 3/4 " DiA A325 3 NO 3 NO EXT 981.7 "K 981.7 "K I reqd fa REODO) not reqd I 7 Fig Br -> not r FB REao(1) Fa REOD(1) fa REao(1) 26 Fig Brc?•> F9 RE00(1) not 10 1 INTERMEDIATE SHEAR 16.75 13,500 178.67 3.00 100.50 ,1875 X 2.0000 BOTH STD. CK-OK 12 2 ( •3750 X 8.0 X 21-11 0/16 3/4 " DIA A325 6 NO 3 NOEXT 1471.1 "K 991.7 ''K /_ 1_ 1- ,- 11 2 INTERMEDIATE SHEAR 6.6!5 42.58] 170.33 3.00 127,75 I .1875 Y 2.0000 BOTH 2.0 - i.b ,• 1 MBR Location 24•-e 3/4 29 8 3/4 34 a 3/4 MBR Location 0 0 1/8 5 0 1/8 13 1 1 ,3750 X 8.0 X 2 11 0/16 I 3/4 " DiA A325 6 NO 3 NO I EXT 1471.1 "K 981.7 "K 7 F19 Brc?•> not reqd not read FB REOD(1) 27 Fig arc?-), not read not reqd 11 ] BEARING (INT. COL) 9.94 46.422 ,'1125 X 3.5000 BOTH STD. CK-OK 13 2 1 •3750 X 8.0 X 21.11 0/16 1 3/4 " DIA A325 .71 NO 3 NOEXT 991.7 "K 981.7 "K 1. I BR 11 2 INTERMEDIATE SHEAR 8.38 31.500 17x MBR Location 48 3/4 MLocation 81-0 131-0 8.67 3.00 100,50 1 .1675 x 2.0000 BOTH STD. CK-OK 14 1 i ,;750 x 8.0 2'•11 0/1b I 3/4 " DIA A32S 3 NO 3 NO 1 EXT 981.7 "K 9Q1.7 "K j a flq 8447-> Fa RE00(1) 28 Brc? > not reqd not reqd 13 3 INTERMEDIATE SHEAR 16.75 33.500 178.67 3.00 100.50 I .1875 x 2.0000 BOTH SID. CK-OK 15 2 1 •3750 X 8.0 X 21-11 0/16 I 3/4 " DIA A325 4 NO 3 NO I EXT 1163.6 "K 991.7 "K 13 4 INTERMEDIATE SHEAR 3].;1!2 33.500 118.67 3.00 100,50 I .1875 K 2.0000 BOTH 510. CK-OK MBR Location 01-11 3/4 51-11 3/4 1 I I 14 2 INTERMEDIATE SHEAR 8.62 35.149 140.60 3.00 105.45 I 1875X 2.0000 BOTH STD. CK-OK 16 T .3750 X 8.0 X 7'-11 0/16 3/4 " DIA A325 4 NO 3 NO EXT 1163.6 "K 981.7 "K 9 Fig Orc7-> SFB REODO) not reqd MAW 16 2 I ,3750 X 8.0 X 2'-11 0/16 1 3/4 " DIA A325 3 No 3 NO I EXT 981.7 "K 981.7 "K MBR location 21-6 1/4 71-6 1/4 121.6 1/4 171-6 1/4 14 3 BEARING (INT. COL) 9.96 35.492 I .3125 x 3.5000 WIN IS-3 17 1 .]750 x 8.0 X 2'-11 0/16 3/4 " DIA A32S 3 NO 3 NO I EXT 989.7 "K 981.7 "K -..w . •, . ., � ` 'fir � , 16 2 INTERIIEOIATE SHEAR 8.36 33.500 178.67 3.00 100.50 1 .1875 X ?.0000 BOTH STD, CK-oK 10 fig Brc7-> not reqd f8 REOD(1) FB REOD(1) fe REQD(1) 18 2 1 .3750 X 8.0 X 2'-11 0/16 I 3/4 " DIA A325 3 NO 3 NO 1 EXT 922.6 "K 92?..6 "K 16 3 INTERiI TATE SMEAR 31.34 33.500 178.67 3.00 100.50 I 1875 X 2.0000 BOTH STD. CK oK 19 1 ,- " f8R Location 22 6 1/4 27 6 1/4 32 a 1/4 ACTUAL FORCES ---- 1•- ACTUAL STRESSES --- I A l L 0 W A 8 L E--••ISTRESS CONDITIONS 1 .3750 x 6.0 x 2 11 0/16 I 3/4 DIA A325 3 NO< 3 NO EXT 922.6 "K 922.6 "K 17 2 INTERMEDIATE SHEAR 6.03 36.313 191.78 3.00 109.00 I .1815 x 2.0000 BOTH STD. CK-OK ,• " 1 10 Fig Brc?-> not reqd not regd F8 REOD(1) � LOCATION Mbr Ld Axial Shear Miat-x Mtat-Y lAxlal Shear tlnd-x Bred-yl.... STRESS or LOAD -----1 Sur x I X to t. BEARING (INT. COI) 03 37.704 t9 2 1 .3750 x 6.0 x 21-11 0/16 1 3/4 DIA A325 3 No 3 No 1 EXT 922..6 "K 922.6 "K MBR Location 21-6 1/4 71-6 1/4 No.Casa th (kips) (kips)(k In) (k(D in)�(kttl) (kt►i) (k 1) (kel)IAxial Shear end x and v IAxl+bnd1 Shear _ I .2500 x 3.5000 LOTH STD. CK-OK 20 1 1 .3750 X 8.0 X 21-11 0/16 ( 3/4 " DIA A325 3 NO 3 NO I EXT 922.6 "K 922.6 "K 11 Fig Brc?-> fa REQD(1) F8 RE00(1) AT 1a.25 FT 1 9 18.0 -26.8 -25.9 -5669.9 .0 .99 7.66 28.35 .00 33.63 15.22 40.00 50.00 1 .734 I .543 11 1 INTERItDIATE SMEAR 1.56 33.1% 179.75 3.00 101.11 I len X 2.0000 BOTH STD. CK-OK 21 2 I .3750 X 8.0 X 21-11 0/16 ( 3/4 " DIA A325 3 NO 3 NOEXT 995.4 "K 995.4 "K 1_ 1. 19 2 INTERMEDIATE (NEAR 8.41 ]3.1]1 179.90 3.00 101.19 1 .1875 x 2.00a. BOTH STD. CK-aK I NOR Location 1 11 3/4 6 11 3/4 AT .Do FT 2 9 18.0 •29-6 -22.6 -5669.9 .0 1.40 6.70 36.19 .00 33.64 14.32 40.00 50.00 I .940 I .468 I 22 1 ( .3750 X 8.0 X 2'-11 0/16 I 3/4 " DIA A321; 3 wJ 3 NO 1 EXT 995.4 "K 995.4 "K 12 Fig Brc7-> FB REG0 0) not ragd AT .84 FT 3 9 50.0 -24.3 23.9 -6485.5 .0 1.20 1.91 22.56 .00 35.14 2.88 36.49 50.00 1 ...48 I .663 20 2 INTERMEDIATE SMEAR 8.53 36.692 195.69 3.00 110.08 .1875 X 1.0000 BOTH STD. CK-OK 21 2 BEARING (INT. COL) .03 37.689 I .2500 X 3.5000 BOTH STO. CK-OK 22 2 I .6250 X 8.0 X 21-11 0/16 1 3/4 " DIA A325 6 Ito 6 NO 1 EXT 3626,1 "K 3626.1 "K MOR Location 31-6 1/8 8'-6 1/8 131-6 1/8 1a'-6 1/8 AT 15.54 FT 4 4 42.7 -5.8 -21.9 3597.1 .0 .31 2.05 15.53 .00 25.61 2.99 28.91 37.50 I ;Ca I .6B6 23 1 I 6250 x 8.0 X 21-11 0/16 I 3/4 " DIA A3i5 S to 6 NO EXT 3226.3 "K 3626.1 "K AT 9.97 FT S 4 45.0 -7.6 -34.8 -4727.0 .0 .40 3.09 18.54 .00 25.62 6.70 28. .50 I 665 I 462 7860 8W Dartmouth Stir. 13 Fig 8444-7 F8 REOn(1) F8 REOD(1) F6 RE00(1) not regd 46 37 suPi"040487,MECHB11-00a09 7850 SW Dartmouth Sir. 7850 SW Dartmouth Sir. ?ago SW Dartmouth St►. 117 of 103 8001999-X10497,MEC1999-00509 8UP1999-00497,MEC1999-00609 1 18 of 203 119 of 203 BUPIBiof 7,MEC7999-00609 L12020 of 203 Cmi�nllllllllllllill�llllllll��llllllllllllll 111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II)i�llil Illl�illl ILII ILII ILII ILII ILII ILII ILII III+'•(IIIIII 1111 III. ILII ILII ILII ILII ILII ILII ILII Ililli�l Illl+llit IIIIIIIII Ilfir•I�•Jljll�llll llllsllll II II ILII IIII•IIII•IIII ILII ILII ILII p io� "(eT 10 I ZLEGIBILITY STRIP 13 14 I Ile Ill Ile Ile 210 2I I 222 2�3 224 225 228 227 218 210 310 Y� 1 a I Yi.D - .t:. WON- VP Buildings PRIMARY FRAME PRIMARY FRAME VP Buildings PRIMARY FRAME PRIMARY FRAME DESIGN DATA DATE: 12/22/99 VP Buildings VP Buildings DESIGN DATA DATE: 12x22/99 DESIGN DATA DATE: 12/22ry9 DESIGN IPr.,)cctNamc 0185-Costco Tigard ORI TIME: 13:27 • DESIGN DATA -._� (Project Narnr 4485-Costco Tigard,OR) DATE: 12/22/99 • IVP Quutc No ME99012`8)lgll TLME: 13:27 Project Name: 4085-Costco Tigard,OR) "C1lNiE: 13:27 PACE: 16 of 19 (VP Quote No.: ME990125f3-00U (Project Namc 4483�ouce Tigard,OR? (VP Order No ME%?011:-Wl 1370..Il_ A icon PAGE: 17 Of 19 VP Quote:No.: ME99012583-0011 PAGE: 18 of 19 (VP Quota No ME99012583-001) TIME: 13:27 _---...1--.•�.-1•..�.�..�.•- (VP Under No.: ME9970372-00) Vardoo 3.41 ME DESIc-a 4BER SUMMAR`y 11*il aadlr •. Vitsloin3. T�Ti _ _� _� ___ 1370 l l V oral _ -......_..--_.... __._�................_,,,.,,-,,,•••„ 7 dit on (VP Order No.: ) 370 I Addition A 19 of l9 .-...,,-,..,.,,......_.._ VP Order No ME497U372-00) - FLAIR -- - -- - ( - -- LO(�l't•(ONS�I,IVD TY3 L ` 3.6 - - _ --- - `--`-� -- -- Int. Col. No. 7 gt,Y.W Ao x js'r I�� t4'f i 3/4 A36 -� Frame ID 52 ( Stress Choc. Version 3.6 ) Dateil2-22-99 Time:13:24 % Fiatae 1 Continuous Beam ( 7 Interior Columns ) Machine: u19O •yUpp�I(y1j1I1QER9�)MMAIIY-CNM►eRluat&l4. ate! - Locatiai Depth Area Rx Ry Lx Ly-I Ly-2 Klx Klyr Kly2 Sx Lb-I Rt-1 Lb-2 Rt-2 Gs Oe Cbl Cbl yam: -- ACTUAL f01iCE5 ---- l-- ACTUAL STRESSES l--- A l l 0 Y A B L E-•--ISTRESS CONDITIONS Mn Dist {In) {I112) (In) (In) (In2 (In) (In) /Rx /Ry /RY (Ina) (In) (In S!^2 (In) _ tOCATION Mbr Ld Axial Shear Pat•x Mmt r JAxist Shear Brd•x B'1d yl STRESS ,,r LOAD -----I Sum X I X IS .00 36.48 16.87 14.45 1.59 648.2 35.3 44.9 27.2 193.00 35.3 2.01 1.00 1.00 1.00 �.110N�Ay - 1 16 16.50 34.00 11).28 12.% 1.44 648.2 60.0 60.0 50.0 41.6 41.6 99.2S 60.0 1.89 60.0 1.89 .72 1.00 1.02 1.02 Load Stress pesigtl No_Case Depth {kipal_i._ip.�k_in��k��in les ) {kii�_ (kci) ksi Axial Shear Bed x Bnd y lAxl+brad( Shear _ IAT .00 FT 6 4 x5.0 -9.9 49.6 -4727.0 .0 .52 4 40 18.54 .00 25.82 6.70 28.46 37.54 l .669 l .557 - IAT 14.73 FT 7 4 34.0 •6.6 •7.1 1902.8 .0 .64 1.11 19.1? 00 18.36 2.60 21.10 21.61 l .938 I .427 17 9.05 39.00 15.12 15.90 1.Sa 648.2 6o.0 40.8 35.7 196.00 60.0 2.06 `.00 1.00 1.00 -- - 1Ai 8.17 FT 8 4 41.0 7.4 -43.8 4009.1 .G .48 5.70 19.20 .00 25.85 6.08 23.69 30.00 l .811 l .937 18 .00 39.00 15.12 15.90 1.68 558.2 60.0 35.1 35.7 1%.00 60.0 2.06 I.00 1.00 1.00 lice Factor Cate fond Cdibinations_ 1 1.00 N .75 Wird 1 Right At 1.Sb ii 9 4 39.8 8.2 27.4 3487.9 .0 .54 3.61 17.EI 00 25.15 6.17 25.69 2^ pl I 712 l 596 19 .00 34.00 7.67 11.33 .61 556.2 60.0 49.2 98.9 57.96 60.0 .91 .56 1.00 1.90 I 2 1.00 N .75 Win,i 1 Left 20 11.55 39.00 15.12 15.90 1.68 558.2 60.0 35.1 35.7 196.00 60..0 2.06 1.00 1.00 1.00 3 1.00 N .75 Wind II Ridge IAT 12.51 Ft 10 4 34.0 -6.7 -4.6 te52.0 .0 .65 .72 18.61 .00 1e.36 1.60 21.11 ..61 .914 .275 21 .00 39.00 15,12 15.90 1.68 678.3 50.0 42.7 35.7 196.('7 60.0 2.06 1.00 1.00 1.00 4 1.00 N .?1 Seism'c Right l l S 1.OU N .71 Seismic Left At 9.98 FT 11 4 48.0 -8.4 •43.0 -5126.' .0 .47 3.511 21.91 .00 23.07 6.45 24.87 27.19 1 .901 l .556 22 16.48 34.00 11.26 13.33 1.54 678.3 60.0 60.0 50.9 39.0 39.0 114.74 60.0 1.97 60.0 1.97 .84 1.00 1.00 1.04 Ar UO fT 1; 4 46.0 9.9 3'.2 5126.3 .0 .56 3.02 21.41 .00 23.07 6.45 24.87 27.19 .?04 .468 23 12.06 45.00 19.00 17.37 1.50 678.3 60.1 39.0 40.1 254.90 60.1 1,94 1.00 1.00 1.00 5 1.00 N 71 Seismic Right • 1.GU Dead Wr ght + 1.00 Collet Grav At 13.50 F1 13 4 34.0 •6.7 •1.2 1562.2 .0 .6° 19 15.74 .00 !a.36 2.60 21.10 21.61 1 .Ti'6 1 .073 24 .00 45.00 19.00 17.31 1.50 628.5 60.1 36.1 40.1 254.90 60.1 1.94 1.00 1.00 1.00 7 1.00 N .71 Seismic Left + 1.00 Dead Weight + 1.00 Collet Grav AT 9.97 9' 14 4 36.5 •6.3 -41.1 -5249.0 .0 .38 4.S1 27.20 .00 25.13 7.15 29.89 37.50 l .92? I .581 25 24.TS 51.80 17.79 16.52 1.23 628.5 60.0 60.0 33.9 49.0 49.0 231.31 60.0 1.72 60.0 1.72 .82 1-00 1.09 1.03 AT .00 FT 15 4 36.5 6.4 37.0 •5249.0 .0 .38 4.(6 27.20 .("1 25.13 4.13 79.89 37.50 1 .922 1 .983 26 17.55 52.00 20.75 19.72 1.44 628.5 48.1 31.9 33.5 301.28 48.1 1.89 1.00 1.00 1.08RIMS-MON SpMM�R1f _ 27 uJ 18.00 22.13 8.05 3.12 241.3 60.0 45.0 19.2 159.28 241.3 3.a3 1.00 1.00 1.75 load AT 16.50 (T 1e 4 34.0 •6.8 .0 1517.4 .0 .66 .UO I5.29 .On 18.36 2.60 21.10 21.61 l .755 i .001M JAI 9.05 FT 11 4 39.0 8.3 36.0 4102.1 .0 .55 4.93 20.93 .00 45.68 6.23 26.41 30.00 l 792 l 791 28 18.00 18.00 27.00 8.16 3.27 241.3 60.0 44.3 18.4 200.00 241.3 4.16 1.OU 1.00 1.75 ember Joint Cate jAI .00 FT 18 4 39.0 -6.8 32.1 -4102.1 .0 45 4.39 20.93 .00 26.38 6.23 28.25 29.95 1 .756 l .705 Max Mor Defl = 4.17" ( 4763 ) 7 2 6 i 29 .00 7.OJ 8.11 2.71 2.71 293.0 271.1 771.1 108.1 100.1 100.1 17.00 271.1 4.08 271.1 4.08 1.OU 1.00 1.75 1,75 30 .00 7.00 5.59 2.74 2.74 308.S 288.5 288.5 112.6 105.3 105.3 14.10 2&15.5 3.93 288.5 3.93 1.00 1.00 1.75 1.75 Max Vert 0efl Span 1 = -1.09" ( L/539 ) 3 2 6 IAT .00 F1 19 4 34.0 •6.2 26.5 4585.6 .0 .51 4.21 11.11 .00 11.35 6.62 16.91 16.91 -645 .636 Max Verr, Dell Span 2 = -.35" ( L/1865 ) 6 2 7 At 11.55 FT 20 4 39.0 -e.1 -3:.5 4144.8 .0 .54 4.85 21.15 .00 26.38 °.23 26.63 30.00 l .794 l .780 31 .00 7.00 8.11 2.71 2.71 318.4 295.3 295.3 117.5 109.0 139.0 17.00 295.3 4.16 295.3 4.16 1.00 1.00 1.75 1.75 32 .00 7.00 9.:8 2.68 2..68 337.7 319.5 319.5 126.0 119.2 119.2 19.60 319.5 4.51 319.5 4.51 1.00 1.00 1.75 1.75 Max Vert Deft Span 3 = -.1711 ( L/3877 ) 9 2 6 At .00 FT 11 4 19.(1 -6.8 34.1 4144.8 .0 .45 4.67 21.15 .00 25.41 6.23 21.20 30.00 , .nal .75(I Max Vert Deft Span 4 -.21" ( l/3041 ) 12 2 7 Ar 16.4e Ft 22 4 34.0 •6.e •1.2 175'/.4 .0 .60 .2c 15.32 .00 20.79 2.62 24.24 25.06 l .656 l .375 ]3 .00 7.00 6.59 2.74 2.74 323.0 303.8 303.8 117.9 110.9 110.9 14.10 303.8 3.47 303.8 3.97 1.00 1.00 1.75 1.75 I • 34 •00 7.00 6 59 2.74 2.74 311.4 292.2 292.2 113.6 106.6 106.6 14.10 292.2 3.94 292.2 3.94 1,00 1.00 1.75 1.75 1 Max Vert Deft Span 5 = -.ZU" ( L/3281 ) 16 2 6 At 12.06 F1 23 4 45.0 -9.1 39.0 -5666.2 .0 .4e 3.46 22.23 .00 25.82 6.70 20.46 37.50 l .197 .517 Max Vert Deft Span 6 = •.15" ( L/3784 ) 19 2 7 AT .00 FT 14 4 45.0 -5.0 45.6 •5666.2 .0 .42 4.05 22.23 .GO 25.82 6.70 2e.46 37.50 l .795 l .604 35 .00 7.00 a.11 2.71 2.71 294.3 272.4 272.4 108.6 100.5 100.5 17.00 277.4 4,08 272.4 4.08 1.00 1.00 1.75 1,75 AT 24.73 FT 25 9 51.8 18.6 13.3 732.7 .0 1.04 1.03 20.46 .00 40.00 2.65 28.49 32.12 l 712 l .388 At 17 ,; FT 26 8 52.0 •25.2 22.0 6752.4 .0 1.22 1.69 22.26 .00 35.54 2.66 35.77 39.91 I .653 l .635 "" ATION WAN Max Vert Deft Span 7 • •.50" ( L/1353 ) 22 2 6 AT .00 FT 27 8 1e.048.0 23.5 •5755.0 .0 1.27 5.21 36.44 .00 33.49 21.70 40.01 50.00 1 .943 ; .140 I Max Vert Deft Span 8 . -.95" ( L/648 ) 25 2 7 AT 18.uO F1 28 8 )8.0 •25.0 26.E -5754.9 .0 .93 7.88 28.77 .00 33.61 15.22 40.00 50.00 1 .743 1 .518 C°turn Mor:. Nora. Vert. Vert. MomentDescri ti ___ to Out Gown UpliftCt _,- (+ C_tr-Clk) • Negative Mor Deft it telt • Negative Vert Deft is down AT .00 FT 29 4 1.0 •85.7 .0 .0 .0 10.57 .UO .00 .QO 11.73 18.40 30.36 27.60 l .830 l .000 Back Sidawall Jol. 23.1• 25.9• 37.5 10.9• ,n - lateral deflections of primary frames are calculated on a bare frame basis and do not include the resistance from l I Front Side.all Col. 23.8• 26.7• 29.0 12.5• systems such as roof and endwatl diaohrayms. Therefore. these deflections maybe considerably overstated. AT .00 FT 30 4 7.0 -73., .0 .0 .0 11.09 .00 .00 .00 11.75 18.40 30.36 27.60 .941 .000 A', .00 Ft 31 4 7.0 •50.9 .Q .0 .0 9.97 .00 .00 00 10.81 18.40 30.36 27.60 1 .922 1 .000 Int. Col. No. 1 .0 .0 8S.7 12.60 .0 --- AT .00 FT 32 1, 7.0 •78.8 .0 .0 .0 8.23 .00 .00 .00 9.40 i8.40 27.60 27.60 I .875 1 .000 Int. Col. No. 2 .0 .0 73.1 7.5• .0 Al .UO FT 33 4 7.0 -69.0 .0 .0 .0 10.47 .00 .00 OC 10.75 18.40 27.60 27.60 I .974 1 .000 Int. Cel. No. 3 .0 .0 80.9 6.e• .0 AT .00 FT 34 4 7.0 •70.5 .0 .0 .0 10.69 .00 .00 .00 11.56 18.40 30.36 27..1 l .925 ( .000 Int. Col. No. 4 .0 .0 78.8 5.6• .0 At .00 FT 35 4 7.0 -85.4 .0 .0 .0 10.53 .00 .00 .00 12.63 18.40 3U.36 27.60 l 838 l 000 Int. Cot. No. 5 .0 .0 69.0 6.4• ,0 Int. Col. No. u .0 .0 70.5 7.2• .0 Location Depth Area Rx- Ry Lx Ly-1 Ly-2 TKLx 9Ly1 KLy2 --Sx Lb-1 Rt-1 Lb-2 Rt-2 Os Oa Cbl Cbl -� Int. Cot. No. 7 .0 .0 85.8 14.56 .0 M-9111 (in) (In2) (In) (In) Jim) It n) (In) /Rx Illy [Ry-__ l_nD (In) On to I( r,) ----- ----- 1 ie.25 16.OU 27.00 8.16 3.27 240.8 24.8 44.2 7.6 200.00 240.8 4.16 1.00 1.00 1.75 (* Load Case. indicotes Stress Increase = 1.33) 7 .00 18,0C 21.09 8.18 3.20 240.8 24.5 44.2 7.7 15u.67 240.8 3.56 1.00 1.00 1.75 3 .e5 50.02 20.26 19.06 1..5 689.5 49.1 36.2 33.5 287.46 49.1 1.91 1.00 1,00 1.09 4 15.54 42.68 18.42 16.58 1.52 689.5 60.0 60.0 41.6 39.4 39.4 231.67 60.0 1.96 60.0 1.96 1.00 1.00 1.00 1.22 ---- S 9.97 45.00 19.00 17.37 1.50 689.5 60.1 39.7 40.1 254.90 60.1 1.94 1.00 1.00 1.00 - -- Ct,iunn <••• Base Plate Data ---> <••• Anchor Bolt Data ...> 6 .00 45.00 19.60 17.37 1.50 668.4 60.1 '.7,3 40.1 254.90 60.1 1.94 1.00 1.00 1.00 / 14.r3 34.00 10.28 12.96 1.44 1.48.4 .6 60.0 50.0 .4 41.6 99.25 .6 1.89 60.0 1.019 .72 1.00 1.00 1.14 DescriptionksdeWidth length Numb. Dia. A36Typ _- Back Sidewall Cot. 13" x 19" (4) 1 A36 7 5.17 41.00 15.51 16.62 1.66 (48.4 60.0 59.0 -x6.2 208.81 60.0 2.05 .99 1.00 1.00 Front Sidewall Co!. 1311 x 191, (0 1 A36 9 1.56 39.79 15.27 16.18 1.67 648.3 60.0 50.0 40.1 35.9 35.9 195.69 60.0 2.06 180.0 2.08 1.00 1.00 1.20 1.99 In'. Col. No. 1 41� -a" x.13" I�yL (4) I •3y4 A36 10 1..51 34 00 10.28 12.96 1.44 640.3 60.0 60.0 50.0 41.6 41.6 99.25 60.0 1.89 60.0 1.89 .72 1.00 1.37 1.10 Int. Co:: No. 2 ( .e x M.1 � �k 11 9. 8 48.00 17.81 17.7j i.34 648.3 60.1 36.6 44.8 233.33 60.1 1,82 .91 1.00 1.00 (4) 774 A36 Int. Col. No. 3 ( .03" x UA. I� yl (4) i/4 A36 12 .00 41.00 17.81 17.71 1.34 648.5 60.1 36.6 44.15 233.33 60.1 1.82 .91 1.00 1.00 l Int. Col. We. 4 � -a" x,3)" 1'S al (4) ( }(y A36 13 13.50 34.00 10.26 12.96 1.44 648.5 60.0 60.0 50.0 41.6 41.6 99.25 60.0 1,89 60.0 1.89 .12 1.00 1.00 1.05 Int. L0. No. 5 I V x 4a- I U11 (4) t -t^ A36 14 9.97 36.48 16.87 14.45 1.59 648.5 35.3 44.9 22.2 193.00 35.3 2.01 1.00 1.00 1.00 1 Int. Col. No. 6x-W 7880 SW Dartmouth Sir. ( I S 11s� (4) t--Y/4 A36 BUP1999.00497,MEC1999.00509 7850 SW Dartmouth Str. 7880 SW Dartmouth Str. t :1 of 203 SUP1999-00497,MEC1999-00509 BUP1999.00497,MEC1999.00509 7880 00 Dartmouth g-0 122 of 209 127 of 203 BUP1999••00497,MEC1999.0080 ( 24 of 203 -1 0-2 u VARCO-PRt)QEN GU1LDINGS N Z KERNlRlVIIJ Z,NC - - -- •Z2 7 rn %L • m n o I 4- ` _ ENGINEERING DRAWING FORM rt)a � -�_-== w 1 4 o z L \ M1:/!.. JOI';T f1 ��-�_--.-__ aFi 70)_)1 " '<r O c A �-- ? a '"�' LL f 1 O O - U Z L7 ROOF JOIST _ 1 w W\ o n O Z iL j4 dL AT allit --- --- -- -- -- - -------- --- _ �� I sA JX ev - -� pep ev o'� o .JOIST DESIGN '°"� -� * � ' r �.� � DATA SHEET -- --- -- _ _ a•� !�-ib-9q, _ _� 0- rt c� ��1LL.. U. fir 4 x o Project:— 7 Iy))�-- -- Width:�t (ft) [length'nK (ft) Height�:'(ft) --- a LOADS AND DEFLECTION ;' 7 v 6c• - �1 Q c� Dead- psf+ B I det d load = a f4 F * O T O L_ (Def.)D:tad load + live load= U ;Y o - � / - o Live psf oe pli P5� (Def.)Live load only s U 760 F rid I e1 : J 10 Tri Snow -psf roof snow 1 a t Edge strip w idth- /a _ JO �1 I 4 Collateral- psf $ 'off ,.)f flet Edge strip uplift = psf-BJ Dead Load - �,. W Ciro%S Uplift- psf 11.64) Net Cerner Uplift a ►bd� psf B1 Dead Load Net UpIiR - psf- BJ dead load c u' t,) _ q y A L. Q z � 131 LOAD COMBINATIONS - 'L J " Q � � o (Add or Delete combinations as required for specific building code) c ,n h � 134 0 )eat load + live load + collateral load 1 paint load * *�; _ � � •2 Net uplift 4 Q_i r �, d •3 Net UpIiR + strut �X4yrfl►b z o 2 i t ro 6 "- 3 ., S 14 Dend !oad + collateral load + snow load + paint load+ Li strut(W/Aro + O LL o •S. Dead load + collateral load + 1/,:no-A, ladd + point load+Strut �JV 1 L07 A V 111 E. --- ti p N a bCA 4 �W/Avg �- (,✓//Vb (�. y IV°tv + G 0 f L' 'I"EA L +- /901 Air ~ ly P I �' o :1 a - )' ; [a t z 2 G V o uti O > v \ s 3 rr ? TQ � 7. vcAn + .'11 s@► .t'ti(. 1' cna.4r�rt[At. r a -_ •(Inc Third iocrcasc in allpwahle slresses allowed. -- rig lt\ �'� -� i Q o W(' %-.I e ° n H O N O'1 f=S r 6 sf v Ila- r6 (1S Y r` '1'8 O i y( EZ, M r Q F+ w (tar Joist dead load + w,-ight of bar joists and bt,uging. �� O ' r � 'o tt � N N 3 3 t`• � ti 1 fop chard I laterally supported by the salt deck per Steel Joist. (E;cception: Strut Joists are unsupported 1 * U a 1� pLl o {n a d Li < y G'P's SSR panel). W Q I 1 � � � 3. Show specific joists with axial strut load value on plan, v Q cc - d W 4. ?'/,deep joist scat unless otherwise specified. c W W S. 3'h gage across joist seat .n I 4 1R / ; (� N 6 Field reinforce detail will apply when precise location of load iv not known. - 7 Additionalln•,1s I M t cJ lk v 4 r A Snow uriR• provide loading diagram. � � B Mechanical units Ile -show magnitude end location an framing plan. r -a 14 z t9 r a 0 C Concentrated load at end of ton chord extension provide diagram with load. 0 - � ' D Partitions,monorails,heavy pipes and any other concentrated point loads-provide loading ' �, _ rt �j 10 M diagram. �9 - I ! O V O g. Locate wind posy struts between column center lines or between inside face ofmasonry wall and column � u center line. (t�;lossibl(i , b t' 'r. -� I o •2 i ui 9 Joist depth (in) (µpLpl 10 C3 - \ u 10 Primer / I I Additional Notes. � � `",n r a to - �'7 J.1 -. a rn pS R �ogf V, .- 3 t w �'a Q Forth ES-01-04-048,Issue Date:OR-2U•o4,Rev.: I,Loc.:NC,Issued By: K.Adams,Initials:• �114 1 p,y� �� ; r�, �S � � ? a � ao ., �Z I ar � e 7850 SW Dartmouth Str. _. eUP1t)1tF 00411,MEc11++00'3dJ 7880 SW Dar"outh Sir. _ N ` s� 3 Z as 7650 SW Dartmouth Str. " IL 4 1 28 of 20] BUP1949.00497,MEC<sa9-00309 s f CZ BUP1999-00497,MEC1ll9 0(1809 i eA _ I ,J 1 M ^ 1 e 7880 SYtI Dartmouth Str. 126 of 263 a Z 1 27 of 233 W �' �� °� U 8UP19 !001497,M[C19!♦r 008t'd w 128 of 203 Q 9 Cm ''' '""II"I"ll +Ill�l�nlnn�lul ii!��Ihl�uu�'""`iilljl!ii ull�tu Intl I ! ! ii�l!11I!e'"'il jii!lll!!I !�In!�Intlu ;�! I I!ul�ll� II�!!nlllil�u� IIIiI I I �In�I1111�n111n!!�n!!�!nl�!nl'tln�unnul�lul I�II�IIIIIInl�nllllnl�lnl IIII�ul1 uu�l!11 n!I�!II! LEGIBILITY STRIP r� A _+ _I '•.��-��•�+-"�__ _... 10MT•I CAi ICI 11 IZ I� 1� i 1O 17 19 19 20 21 !! >I� ![� 25 2Q 2I7 2It3 2I9 3IfJ 4 f 1 r,. k f7. b VARCO-PRUDEN BUILDINGS VARCO-PRUDEN BUILDINGS VARCO-PRUDEN BUILLING8 OH VARCO-PRUDEN BUILDINGS H KERNERSVILLE,NC KERNERSVILLE,NC KERNERSVILLE, DI KERNERSVILLE,NC -- ENGINEERING DRAWING FORM r _-_------ ENGINEERING DRAWING FORM — _ ERIN DRAWIn�FORM NO — — - ss.o e I � - 7 sS a a --- - - 7 Z -G - --- 3� ENGINEERING DRAWING FORM fpg,p -- r,i,f - - - -- d _-- _— -- - -- -- -- - - ---- — - - - --- INE ss.o a -- -- - - --—__ --��_ nTlf - —_ — --- �— _ S --40-8 --- li1EFr MO-- - ----- - - -- - - --- - - SHEET No C L NO SHEET - v � t AAADE f3V /I Cu'D By (, �r t -y ar ac o ev ev ,p pr D — --- —W - MADE '—'- - --- DATE / --- ---- - --- - DATE -- -- - 2 z- ------ ------- --___-----_ • a 2 CFFt-co r L-bG� rQ• � '15 �j `l 7 i) �0 0 i Zf / fI��A's S E,S fi<< <_ v✓�v G L - ---F_ L 1e /J 1 I' i i A� VC)r-$ , t ' RNs r,41s, •eCfv = POS I-at . 71 ) ' )-06 000F A9 A7 IeC✓4 p F ovew 501-0,A L = Y )'i6 S)`= l o SSo Ft2 #900 .vaD o,.c TO 1"0aff TOT_ Pc y_ (/ ;) (• �1 ) �j� l a°Dtl�,o - S-1?•s � y l�� _ �./i k �or9s - 2.111/4 K ,� , . ,� 1 � s ) f ) y = I �. �5 Ori �vU(= /��r1► �F EA I1 T! A,I f,1,ll.o,Aoi - / 3 0219 rr '- /00b s 116) = 1 K Ivc,�l _ y• I 11�l N s P s = � '� �cr9►� � A.. Azo uf /�Qr�' = p 3 O /000 1,9'LIVc = s/a.S (20 � 1ST y �� PLIC� _ 1��sl/�l _ k 10.93 Popo �-- - � 6 � k 11•`di �/�1 13.66 /6 til �l G.'4-A.T � FF-¢CT D^- j NC �s/�'0 k = ;r)�l.S_�/000 1's 12, bl I�SNor,= -��--� :. $s� k I •� L P Jr }c 1 ZZ• S� IJ) �o ?. ) ) _ x.06 19-,n �o. � ib(-4 , -T/ti T 7 0 F- 7 � k e)( #sTlIv6 sT�� r�R � PwIA,a - Sl.t'� �.� /itis) — .y,ybk Pwr n � y•yb ( Ib _ _ 3K PC� ;' 9$ It p ti I 2 r � k�� lzs �2 �F�c1 sigh 7,9- X6,5 ( � +-11 = y Z 3 ft I x.66( /�• l� �Cy 1 06) = 4 63 x k K 7860 SW Dartmouth Sir. 7860 SW Dartmouth Sir. 7850 SW Dartmouth Sir Br r �` •0 6) - S•V ) 7860 SW Dartmouth SUP1999.00497,MEC1999-00509 8UP1999.00497,MEC1909-00609 UP1999.00497,MEC 1999.00609 v - 4• BUP1999.00197,MEC 1999-09-0 0509 1 29 of 203 1 30 of 203 171 of 207 I J2 of 203 Snow Drift Calculator xis C� VARCO-PRUDEN BUILDINGS 1��10 VARCO-PRUDEN BUILDINGS N �� VARCO•PRUDEN BUILDINGS 2) KERNERSVILLE.NC - - KERN[RBVILLE,NC KERNERSVILLE,NC Cf.- Job EN31NEERING DRAWING FORM x�eNO 32ENGINEERING DRAWING FORM ioe Ho-No —_)��- --- ---�-------_--------_--- --ffu— - �_.- =�---_—.—_ ---- ENGINEERINGDRAWING F RM o M•.o e JDR SNOW DRIF T LO/.D DESIGN AID Dr..1 Location sHEET� �.� sHEEr No 7 — � _ -- 703)4 SHE V NO Pape of - --------- ------ - - — ---_ -- - - - - - - �_`_�_ -� AMiIE 9v CK D FN rAADE aV dc'0 By Rev 0. 12/9198 — Drifts At Parapet Walls Date � µ.p1!ev �— Prepared DATE p ----- - ---- --- - --- --- _- --- -__-- -- •---- �---- _ --- 001 -- 12 !- ------ DATE r- Para el - -- �� O/A O NsnthR lRW GOL �G'Pr(popAoxedon 25 25 434 017 �je1$ Mp/J /T10A, Loc.9-4 Gt/� lv.0 _—__-- — AlFt LV1) = •4 1 a. 4 _ �!►'+ �''/ ; 43 �- =-� loo C7 hb Will(ft) ' �1�� (., .lS)(. o�•�! 1. V�) k Rtoo o k/Fti Lhd CAI S7) "N"O 33 _ 4.0. toy i ti• D (1a.11) i 1.01,( a.7.44) ti S �f y ►� Ic r9`.oc ��c t° ZG. S -S/° r F`*r , F-t. y y t F: gr- `i •PkeQ } �t� Gut �.g , 1 3. T �2 1 )s)=o Gvt �e P ?•� y ` 6 Snow Density Y(po = 17.7.5 �. k y 1 he(ft) = 145 A. hi(ft) = 6.13 wOb Calculated hd(R) = 1.18 to U116 Dart hd(ft)_ 1.18 �i.) 4. �� • �, .?y. 3� 3� �- i =- 2 y q. y Flt t -i v y 0 Wd(ft) = 4.71 ,� } Pdr111(psi)= 2030. ��.0 T� 1� 1 �r y L� �- I Y t- K l Ft No"(psn = 25.00 aIV, (4.- 1 = S' � 1� it ( ly +1 � r /1� Pww(PSQ= 45.30 due 10 too;snow+drift D 0 O K / A ° o Nob:A rain on snow Burcharga of 6 pN may be f•aqulrad/or theca condklons. � e 1 A`,,. . b . /Y S = �•O� K/� j Chock Wllh local building code official for applicability. I V 7850 SW Dartmouth Str. SUP1999-00497,MEC1999-00609 Pripet Web 7880 SW Dartmouth Sir. 1 35 of 203 8UP11"940497,MECIO"-OOW9 7880 SW Dartmouth Stc /� !• I! 133 of 203 13UP1999 00497,MEC1999.0050 �� 71180 SW Dartmouth Sir. [� r DUP1999.00497,MEC1999-00609 7 11 } ,9 L= a , O 1 34 of 203 136 of 203 ~ Cm ! ' +1!111 IIIII'III'!III IIII I IIIIIIII_I hIIIIIIlllwIl_ll1111111 II 'I j—!tj jil III V_IjII -li�il j1liW-lliluull�7�11 0 � 13 14_LE4IiILIT1STRIP p e .i rn llennllu-11l9nn-l nzlllolulln21 lullin2 l'2�Iullu23 lnlin2ll.^l4 nI'^n. 2s -^ 23 ..z_-.. - 2l0 . Zl hiilllll3n l0o .,� ...w-.+.�n�. _-..,�,R.•.-.-,.-....._._.......+r..:r'+M+_y11E1t-w_+.-...—........ ;. ..%PC-,,.:. •. _.'.1•MM'MYM•t1wl.-V M4 WM17.°t.-....ii'F."•"�TOyI"i:.. ..e.ai .i t VARCO•PRUDEN BUILDINGS KERNERSVILLE,NC VP BUILDINGS, INC. Ith Ed. RISC STRESS CHEC JOB No:--- VARCO-PRUDEN BUILDINGS ENGINKIN1 0 DRAWING FORM toe No --- 3 Plate Girders l.yders Dpslgner KERNERSVILLE,NC _ --- o a) Z W-406Pagt? NO:_- L-[ U - �NaNEERING DRAWING FORM ,�NO - --_-_._._ - _ _ -- - smw No G q12/31/99 - - ---- -- __-----_-- __• - - - -- - --_ _ r wo --- Z - -Ag*e1 CK'DBV -- - - _ --- - - - - - -- - --- -,- --- '(� -- - ---- ---------- --- �--�- RIPTI N o!MEMBER d LOCATION A - iflESC -_ � __- -- MADE By L Gt U Br DATE 9Din L is S v AP uit T' 54 A-c r e7- I/ k Axial Load = 0 Kips Unsupported Lx= 1.50 feet G `L -4 � o r TV r -� ^• X'Axis Moment= 396 Kip-Inches Unsupportod Ly = 1.50 feet "'Y'Axis Moment= 0 Kip-Inches Unsupported Lb= 1.50 feet r{ / y K t Shear Load = 22 Kips Allowable Stress = 1 r i F, = 50 ksi Cm, = 1 K,_ 2.1 Cb= 3 / /N �) A-L ` 1 Q 1= 3 cf(� F„ = 65 ksi C,m,= 1 Ky= 2.1 As h = fR3�b Xrok � h = � I.s . �07(ll) �b7rla) 7 Ib Flange Width = 10 Inches A,oa(ins) = 11.59 Q.= 0.87 (Eq.A-65-3) Flange Thickness= 0.375 Inches Full 1K(in') = 976.4 Q■= 1.00 (Eq.A-BS-B a 10) C 1•/Zl 11L Lv F,-tn Ott 151(^LC T' Tb FV)Tin L CID L0#"-, Web Thickness= 0.1875 Inches Eff. I.(in 4) = 932.0 r.= 9.26 Total Depth= 21.5 Inches Eff. S,(in3)= 86.70 ry = 2.34 IL l T 1 1 Flange to Web Weld= 1/8 In. ly(in") = 62.50 r,,,,r= 2.72 one side Sy(in)= 12.50 p 10M ACTUAL_STRESSES ALLOWABLE STRESSES L ✓= ]o (� rM = 3 _ L� O /N I's= 0.00 ksi <- AXIAL -,> F•= 30.00 ksi (Sec.D1.) fb„ = 4.57 ksi <-"X" BENDING--> Fb.= 25.97 ksi (Eq. F1-8) Z L Z I/L _ f<,� ti fby= 0.00 ksi <-"Y" BENDING- > Fby = 25.97 ksi (Eq. F2-2•Os) f,= 5.46 ksi <- SHEAR -> F, = 6.79 ksi (Eq.F4-2) �o / ctl) �-c • S / a? C 1.L _ 1 S Combined Stress Ratio- 0.18 OK Member Weight= 39 lbs/ft. o) 11 ) (Chap. H, Eq. H1-2) MAX Slender Ratio= 16.1 < 200 PL►�n,l s Shear Stress Ratio= 0.80 OK No stiffs required. C OOLK wat.d of +loLIP-ctvr 7t) -�- - - I[ ,A✓ 3 w) 3`16v K Flange to Web Weld Stress= 0.48 OK F _ . .s - 18.4 >r (VOTE:Bolt size allowed in flange C 3 in gage=0.75 in.diam. 7950 SW Dartmouth Str. 7e50 SW Dartmouth Str. � BUP1999-00497,MEC1999-00509 BUP1999-00497,MEC1999-00509 16 4,c L 137 of 203 138 of 203 ! V n y 7850 SW Dartmouth Str. �w//6,1 I•l�C r 0 k (1/� �T �It/[b T(�j /� -!t t� k' 13 �Q' I•� BUP1999-00497,MEC1999-00509 139 of 203 - I 111 11i1 IIIIIII 11111111 �t i Si i I i I ► II iul i nil Iln i II a i iu(jIIII i(jul IIII i�UjI iul(I II� LEGIBILITY STRIP cm , 2 III nu i ull IIII i lui III i IIII I IIII Ili I Ilii i IIII I iltl i liii I Itll i IIII I IIII I IIII I IIII I IIII I IIII I IIIII / ^~ -- 10 11 12 13 14 18 I 18 19 20 21 22 23 24 ZB 2e 27 2e 20 30 CDZ I i I I OI HONI • 1 OZ L . i IIIII�I 0z h t - 4 . �•� ar�•,�„ ... .. � - ..�.w,.r...�,�..,eN. .......raw....ce�A�«»r».n.•.ww.,w...r..,u,u,.,N..w. +..er.«e.;.4t.,A,,,,. �+....,,.,r. ,. ..Mir..,�.,wu....+n...»x.,.,,.:.w.way..�.,».......�,,..w.�..,.......rr...rv+..�r».„n.w.-...»...K.. 1 ; 1: lY 'v �F J cOgreo WNMEA"E 1 78 *505SW MULVA*y A R C H I T E C T S TIGARD , OREGON 97233 111 Lrvur S1Arnr ron.ANO ST11LiNG /OTO% 'AHI 820 Nem•„0 W.,,, L. 1.300, 841 . WA 911CA5.1926 '. 425 822 CAM �r 425 822 4129 wwr*W,an•M�,. , S w, v4r,�. yCn'T[CTS N1orr44�a.A, T6Vc[ COBrOrAnON VICINITY MAP SITE & BLDG. STATISTICS GENERAL_.__NOTES ___ PROJECT DIRECTORY INDEX OF DRAWINGS I 60VERNIN6 BUIL:_)INC CODE: Igg4 UBC - Igg1 ORESON UBC 055COUFC,OM5GOSPGOESG F`.LD VERIFICATION AND COORDINATION: OWNER COSTCO VWOLE5ALE TIGARD 9119 LAKE DRIVE ----- ------- _-_ - -ARCHITECTURAL 2 �CNIN6: GENERAL COMMERCIAL,PLAN DEVELOPMENT OVERLAY I SURVEY DIMENSIONS DIMENSIONS OF 517E CONDITIONS Ak; FROM SURVEY BY OTHERS. THE 155AOUAH,VIA g5021 75-1 TITLE SHEET ' �� ARCHITECT BEARS NO RESPONSIBILITY FOR.ACCURACY OF SAME, ph (425) 313-6104 75-2 ACCESSIBILITY GUIDELINES Front: O SD-1 SITE PLAN 2 EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL 13E RE5PON.51BLE FOR VERIFICATION OF THE ARCHITECT MULVANNY' PARTNERSHIP SD-2 51TE DETAILS Back. O Rear51ZE AND LOCATION OF ALL Exl5TIN6 UNDERGROUND AND A3OVE GROUND UTILITIES. EXISTING UTILITIES 11620 NORTHJP WAY,NE-300 , 5HOWN HAVE BEEN OBTAINED FROM AVAILA3L.E RECORDO AND ARE 5HOM FOR CONVENIENCE ONLY CIVIL H SITE AREA: 1486 ACRES(647301 SF) rHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADV!TIONAL UTILITY LOCATIONS NOT SHOWN. CARE BEL.LEVUE WA gb VS G•I •SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES THE CONTRACTOR ph.(425) 522-0444 G•2 EXISTING CONDITIONS 5 LOT COVERAGE ALLOWED c — N .,HALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UI 1L!TY PRD.F_GT MANAGER KEN KROE6ER G-3 DEMOLITION PLAN TO PORTLAND ACTUAL COVERAGE ::$ � .;'•., .2a1 3 THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROL16H 9_A55, DEMOLITION PLAN DEMOLITION L L ANDSGAPING REQUIRED 15% WALL5,CEILINGS,AND ROOFS FOR DUCTS,PIPES,CONDUIT,CABINETS, AND EQUIPMENT AND SHALL VERIFY STRUCTURAL ENGINEERS NORTHWE5T G-5 c•a N6 4 PAVING PLAN C-b 517E UTILITIES :. O C Front: O THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. ENGINEER b86q WOODLAWI AVE NE G•'I DETAILS Back C SEATTLE.WA 98115 G-8 DETAILS DIMENSIONS. Rear o ph (206)525-1560 LAND5CAPE RoUilorc,'I;..^.,:c: •..; y ions ' DO NOT SCALE THE DRAYVINGS 70 OBTAIN DIMENSIONS. WRITTEN DII•tEN5lON5 GOVERN USE ACTUAL I J D]ILDIN6 AREA: (EXIST) 135,406 S.F. /(ADDTION) 15,416 SF.- 145,820 S.F. FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY D15CREPANCIE5 ARE FOUND. MECHANICAL T.E. INC. LII PLANTING PLAN LI.O PLANTING PLAN StrjahJali Vic':.. ' 9 TYPE OF CONSTRUCTION: V-N FULLY SPRINKLERED i Hig.T-5ttc'�t+: a OCCUPANCY 6ROUP(5)', 82ENGINEER 14400 INTERURBAN AVE.5. L2.0 IRRIGATION PLAN- ,WHOLESALE/B-I,TIRE INSTALL 2 DIMENSIONS ARE TO THE. IO OL2.1 IRR16ATION PLAN 1L1kJNILA,WA gbl6b 1 ❑ $tdUCtL"rs:L1` '' OCCUPANCY LOADS: - CENTERLINE OF COLUMNS OR GRID ph.(206)241-2012 ARCHITECTURAL -/ hvlAiN BUILDING -CENTERLINE OF OPENINGS retail sties area 01/3O -CENTERLINE OF PARTITIONS D-1 DEMOLITION PLAN 112 Reinforced 7 ,(J t 24362 sq Ft = 4,145 _ _ occupants - FACE OF CONCRETE OR MA50NRY(NOMINAL) ELECTRICAL T.F. INC. A-I.I FLOOR PLAN I (n.ulaUn� warehovse ecg 01/300x '1210 �q ft = ---- 24 occvpant5 -FACE OF SHEATHING AT EXTERIOR 5TUD WALL5 ENGINEER 14gOO INTERURB ] empl.break.ran. 01;100 x 721 AN AVE.S. A-21 ROOF PLAN � J ft = - AGE OF FIN15H AT EXISTING FINISHES A-3.I EXTERIOR ELEVATIONS - T Ov sg1 occupants TUKHILA,WA 98168 A-4 ❑ Spray.1 REFLECTED CEILING PLAN R Y A P1);r,' /GA ti office 01/100 x b24 _— sq Ft = 6 occupants 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE b"FROM THE FACE of ph (206)241-2012 A-5.1 ENLARGED FLOOR/REFLECTED GE!LING PL-ANSANTERIOR ELEVATIONS ❑ piiindr,, aQ LLQ 1 meat/bakery 01;X0 x �Iq ft = _— INTERSECTING MALL r0 EDGE OF DOOR OPENING. A-5� ENLARGED FLOOR/P.EFLEGTED CEILING PL sq. 20 occupants AM�/INTERIOk ELEVATIONS A-5-3 ENLARGED FLOOR/REFLEGTEO CEILING PLANSANTERIOR ELEVATIONS 13 Shotc7r,' S/C� Food mezx 01/1 00 x_ 302 sq Pt ,— — 4. ALL DIMENSIONS NOTED "CLEAR'SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL EIRE SPRINI:LER TVA. A-SA ENLARGED FLOOR/REFLECTFD CEILING PLAN55ANTERIOR ELEVATIONS occu ENGINEER ::820 GANIMO DEL RIO SOUTH A-1.I WALL SECTIONS ❑ Spet;ia! :�'.;d lilinp pmts •optical exam 01;100 x 150 ygft = I occupants FINSiHES INCLUDING CARPETING,TILE,AV TRIM. pharmacy 0i/100,:_ 106 SUITE 200 A-6.1 EXTERIOR DETAILS sq.Ft I — occupants 5 ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHERW15E. r A-4.1 INTERIOR DETAILS ❑ SmoF.e•C. receiving core OI/ICO x 1650 sq ft = 16 SAN DIEGO,,' g2108 A-q2 INTERIOR DETAILS occvpanta mini lab 0I/100 x 300 _ sq_ _—occupants ph.(619) 2qb-5666 Ft e_ 3 6 ROUGH IN DIMENSIONS; VERIFY ALL R01J6FI-IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR Other Ir:. , S,OWNER OR OTHERS. STRUCTURAL caring center 01/100 x 180 _ Sq ft = I occupants NSTALLED BY THE CONTRACTORSUBCONTRACTOR optical kiosk 0I/100 x 130 REERIGERATION H U55MANN CORPORATION 5-1 FOUNDATION PLAN m /rtv — sq'ft I � occupants GE?JERAL REQUIREMENTS: 1212 15T AVE SOUTH 5-2 FOUNDATION PLAN Pu OI/TOO x eft ,—_ 3 occupants 5-3 PHARMACY CEILING PLANS,OPTICAL PLAN 7855 SW DARTMOUTH TOTAL OCCUPANTS MAIN BUILDING — — I IMPAIR CLEARANCES PLACE N MAINS,PIPING CONDUIT OR OBSTRUGTICNS OF ANY KIND 50 A5 SEATTLE,WA 98108 S-4 FOUNDATION SECTIONS 491 70 IMPAIR GIVEN CEILING HEIGHTS AND GLEARAW E5 ph (206)163-9050 5-5 ROTISSERIE FRAMING PLAN,ELEVATIONS 4 SECTIONS TIRE 5ALE5/INST6LL LOCAL CONTACT SUZANNE B.`GACA 5-b GENERAL NOTES CATWALK 1 M15C DETAILS 2 WHERL- ITEMS ARE NOTED TO BE REMOVED, !T SHALL MEAN THE COMPLETE REMOVAL OFTHE ITEM, tiro install 01/100 x 2,016 sgft = 20 occupants e 9g DOOR,FRAME,HARDWARE,ELECTRICAL,ETC. IT AL50 INCLUDES THE ASSOCIATED PATCHING AND MECHANIGAL/PLUMBING tire s e sales 01/30 x 3,16E REPAIRING WHICH 15 TO MATCH ADJOINING WORK. ENERGY TRANE COMPANY q.ft. __ 105.6 occupants MANAGEMENT 2021 152ND AVE, NE M-I MAIN SALES MEGHANIGAL TOTAL OCCUPANTS TIRE 5ALESAN5T.ALL 126 3 MAINTAIN FIRE RESISTANCE AND SOUND CONTROL VAL'1'S A7 ALL PERIMETER EDGES OF WALLS IN M-2 ENLARGED PLUMBING PLAN / NOTES CONTACT WITH FLOORS,COLUMNS,BEAMS,ETC. REMONO K' 98052 M-3 ENLARGED MVAC PLANS I1. ::,oTS OFOUIRED: ph (425)643-4310 M-4 MECHANICAL SCHEDULE,GAS GALLS. / LEGEND 4 CONTRACTOR TO SUBMIT FIRE c�UPPRF�5ION AND FIRE SPRINKLER SHOP DRAWINGS AND ALL Mas MECHANICAL DETAILS total occupants4291x.2 _ 859 — Ifn. Inches or ft.of exit required MAIN BUILDING REOUIRED PAPERWORK. CONTRACTOR 15 TO OBTAIN APPROVAL FROM THE FIRE DEPARTMENT PRIOR CIVIL WRG DESIGN total occupants�? = 25 lin, taches or Ft.of exit required TIRE 5ALE5/INSTALL TO SENDING SHOP DRAHIN65 TO THE ARCHITECT. ALL FIRE SUPPRESSION SYSTEMS SHALL CONFORM TO ENGINEER 10450 SW NIMBUS AVE ELECTRICAL 12 EXITS PROVIDED; CUR ZNT NEPA 5TANDAR^5 AND LOCH..,CITY, AND 7VERRAL CODES 4 LAWS _ .,,(e1 PORTLAND,OR 472_3 :-I ONE LINE DIAGRAM,L.16HT FIXTURE SCHEDULE 1 LECENC ...�^,4 r... ..... ......( ) MAN I INS; 5 PORTABLE FIRE E xNG TIUISHER5 TO BE INSTALLED AS REQUIRED BY THE FIRE CODE EXIT WAY5 ph (5031&05-4,133 E-2 POWER PLAN n L!f 19 i _�_ exits 0 qts' ? (MEANS OF EXIT)SHALL BE ILLUMINATED AND THE POWER cUPPLY SHALL BE PROVIDED BY TWO E-3 LIGHTING PLAN exits O 40' - I exits 0 42' _ --j$� Iln. fvhes/ft.exit E-4 PHARMACY,OPTICAL EXAM,PAYROLL OFFICE POWER 1 LIGHTIN6 PLANS l DETAILSLEGAL DESCRIPTION SEPARATE SOURCES. UBC, SEG 3315(8)2 LANDSCAPE WR6 DESIFN " f T R�5ALE5/NSTAL�` ARCHITECT 0450 5W NIMBUS AVE E-5 DELI 4 ROTISSERIE CHICKEN-POWER,LIGHTING,EOUIP. 1 PANEL SCHEDULE exits 036', I exits 0 72" 144 Iln. Inches/ft exit 6 FIRE SPRINKLER AFffiiOVALS ARE IJO'r INCLUDED UNDER THIS PERMIT,BEFORE COMMENCING ANY -•��• �. L WORK ON THE SPRINKLER SYSTEM,PLANS MU5T BE SUBMITTED AND APPROVED BY THE DEPARTMENT OF PORTLAND,OR 91223 EIRE PROTECTION EiUILOIN6 5AFET' THE SYSTEM MUST BE INSPECTED AND APPROVED BY THE BUILDING,SAFETY ph (505)603-41133 FPI FIRE SERVICE SITE PIAN TA* MAP AND LOT NO(5). 151 36GD,TAX LOTS 2200,2300, 2500,2600,2'100,2800,:g00 3000 3100, 13, BUILDING HEIGHT l STORIES: IN5f'EC•TIUN PRIOR TO SUBMIT THE PLAN AND GET THE FIRE MARSHALL'S APPRC/AL. 3200,3300,3400,3500,3600,,3100,3800,3900,4000,4100,251, IBA,TAX LOT 200 AND 251, IBB,TAX ACTUAL BUILDING HEIGHT: 30'6'(EXIST) _ FP2 FIRE SPRINKLER PIPING PLAN LOT 1201. NO.OF STORIES: I 1 FIRE SPRINKLER 5Y5TEM,UNDERGROUND WATER SUPPLY LINES NOT APPRCTVEp AS PART OF FP3 FIRE SPRINKLER PIPING DETAILS CONSTRUCTION PLANS. 8. DURING CONSTRUCTION,A SPRINKLERED EXIT CORRIDOR(THROUGH THE GOWcTRUGTION AREA) MUST TRANE BE MAINTAINED AS A TEMPORARY MEANS OF EXIT PER THE FIRE DEPARTMENT'S REQUIREMENT 5M5-I INSTALLATION NOTES 4 COMMUNICATION TRUNK P/A PMS-2 AG-I,AG-2 ! AG-3 UNIT WIRING DETAILS JERRY QUINN LEE GOVERNINAUTHORITY 5 REQUIREMENTS: BM5-3 LGG 4 LCC-2 SUB PANEL UNIT WIRING DETAILS ARCHITECT: r((�� I POST SIGN ABOVE MAIN ENTRY DOOR-)WITH I'HIEN LEr-IMIN6 STATIWv 'THIS DOOR TO REMAIN ��,V D ARC, UNLOCKED DURING BUSINESS HOURS' ^`�b 3738 OF SCOPE OF WORK PWI e1 THE WORK INCLUDED UNDER THIS CONTRACT/rERMIT CON515TS OF TENANT IMPROVEMENTS TO THE INTERIOR AND EXTERIOR OF AN EXISTING COSTCO WAREHOU5E INCLUDING: SUBMITTED FOR OWNER/TENANT APPROVAL ADDTION TO THE MAIN 5ALE5/WAREHO)5E,E.XPANJED MEAT COOLER,SLICING -)ELI,PAYROI' OFFICE, 10/29/99 SUWITTED FOR BUILDING PERMIT "ROCUCE COOLER,DEMOLITION OF,A DA:K DOOR AND LEVELER,A STORAGE/DEMO,ROOT' CHICKEN ROTISSERIE,NEW PHARMACY,NEW HEARIF;,7 CENTER,AND NEW EXAM ROOM. 0/29/99 SUBMITTED FOR 810 OWNER/TENANT/BID CORRECTIONS '2/21/99 BUILDING PERMIT CORRECTIONSBBREVIATIONS CONSTRUCTION CRAWINGSJLS AS-BUILT DRAWINGS AGOU5. ACOUSTICAL `— —`----- CD x EXPANSION M.H, MANHOLE 5C, SOLID CORE --- —`--- "— o ADJ ADJUSTABLE, AP_JA,�ENT EXT EXTERIOR MIN MINIMUM SHT SHEET ---- - - - - - 1 ---- ALUM ALUMINUM ITO FLOOR DRAIN Misr-, MISCELLANEOIJ5 SIM. SIMILAR *+ ANOD ANODI'ED FDN FOUNDATION M.O. MASONRY OPr.NING 5.1; SUPPLIED 4 INSTALLED BY —D I MENS I ON INCANDESCENT r 'RDx BOPR.O IMATE FF FACTORY FINISH M.R MOISTURE RESISTANT NORTH ARROW DOOR MARK i — LIGHT FIXTURES © GrvsuN PDARo r C IPPLIECTION - PROJECT NUMBER: 95.184 D BOARD FHS FLAT HEAD SCREW MULL. MULLION 5.1.0. `AIPPLIED t INSTALLED BY OWNER �FACE o< MAsolwr � CONCRETE -� ELK, BLOCK C FL FLOOR MTD, MOUNTED PROJECT MANAGER: KEN KROEGER S.I.V. 51)PPLIFD 4 INSTALLED BY VENDOR —DOpt CODE - REFER M CGNCREtE } CEII INP 1ACx„4TFD m ELK, BLOCK F.I O BY C"NER l INSTALLED MTC, NOT IN TIN6 S.O.IC SUPPLIED BY OWNER4 W TO S^HEDI•LIE T ® EARTH BLK'C ESL OGKIrJ FI OWNER N.I.C. NOT N CONTRACT INSTALLED BY CONTRACTOR CEN OR DRAWING DATE: 10.15.99 ,ow BM. BEAM F R P P FIBER REINFORCED PLASTIC NC+rN NOMINAL CENTERL INE OF T N.T,S. NOT TO SCALE SPEC'D SPECIFIED WINDOW MARK � WALL MOUNTED STRUCTURE. WALL GRAVEL BO BOTTOM FOOTING eQ SQl1ARE DRAWING FILENAME: 5184DTS•l r BTW BETWEEN F*C FOOTING O.A. OVERALL DE TAIL RECESSED PLASTER 8 LATH CS CATCH BASIN ,A, 55. SERVICE SINK,SANITARY SEWER (:::=DETAIL ;ntNTlFlc*noir GREEN/LOUVER GRADE ELEVAT I OfJGAU��E O.G. ON CENTER 55T 5TAINLES6 STEEL MARK NEW OR FINISH GRADE C I LAST IRON GALV GALVANIZED OH OVERHEAD STP, STANDARD s11EEr WHERE DRAWN � ® CMU OR BRICK CO�TCO G,IP CAST IN PLACE GI GALVANIZED IRON Op'G OPENING 5%. STEEL ROOM MARK "' EXISTING GRADE FLUORESCENT N GL CENTER LINE CLEAR, GLP GYPSUM LATH 1 PLASTER OPT'. OPPOSITE STRUGT. STRUCTURE,STRUGTUR.AL L I GH T F I X TURES PLYWOOD WHOLESALE ;., GI_G CEILING GWB GYPSUM WALLBOARD, PTN. PARTITION WALL SECTION -ROOM NAME S�'S�NDED DETAIL IDENTIFICATION —R017M Nl1L6ER � ACCESS PANEL ® RIGID INSULATION Wl1iLEHOUSF/ 111 CMU CONCRETE MAc Y UNIT 6YPSJM BOARD, PERP. PERPENDIGJLAR SYS. =VTN ��, REVISION COL COLUMN HB [HOSE tjle[a. PL. PLATE,PROPERTY LINE T ��(� 7B5s FH Q4SF# I I II• TREAD• TOP \ r -SHEET w1rc TE DRAWN \\ SUPPI.Y DIFFUSER [j(11 °" INSULATION i GONG CONCRETE HG. HANDIGAPh'ED PLASLAM. ELASTIC LAMINATE 48 TOP 4 BOTTOM Gi JI ___ SPRINKLER MAIN ® TIGARD,OREGON 97233 ? GONE. GONTINUOl15 HM HOLLOW METAL FLYWD PLYNK7OD EL. TELEF'HUNE EXHAUST OR WOOD MEMBER CONTI R. CONSTRUCTION HORIZ HORIZONTAL PLB6 PLIJMBIN6 TEMP �p BUILDING SECTION PROPERTY LINE © RETURN REGISTER GGNTR CONTRA(-TOR HT. HEIGHT PJL PANEL,PANELIN6 TIG TONGUE 4 GROOVE DETAIL IDENTIFICATION COLUMN GRID � WOOD BLOCKING v C.T CEr:AMIC TILE HTR HEATER — — — - PR PAIR T.G. TEMPERED GLASS FENCE O SPEArER BUILDING ADDITION a3 VOL DOUBLE INSUL INSULATION PRC) PROJECT TYP TYPICAL SHEET WHERE DRAWN J FINISHED WOOD rY OFPTL DETAIL .JT/JTS JOINTJOINTS PRV PRCSSURE REDUC TNG UTIL. UTILITY —' —� 050 SMOKE DETECTOR OF DRINKI'JG FCtNTAIN L LONG,LENGTH VALVE Li UNIFORM BUILDING CODE A 1L F I NTSHED ACOUSTICAL TILL D5 rRAHIP'`rl'T LAM / CONTOURS E%li SIGN /REMODEL I LAMINATE,LAMINATED FT. POINT V.G.T. VINYL GOMPOSI rIOrJ TILE ^ ELEVATION �i DRW6. DRAWING LF LINEAR FOOT,LINEAL FOOT 0J QUARRY TILE VERT VERTICAL DETAIL IDENTIFICATION STFEI_ EA EACH LIQ. LIQUID 01R. QUARTER W/ WITH / SPPIWLER NEAP rn EFS EXTERIOR FINISH 57 5rET1 Lr.W1 LIGHT WEIGHT R RADIUS W/O WITHd1T `� SHEET *HERE DRAWN 50'-0' WORK, CONTROL - EXISTING rl�TING TITLE J N L E T ALUMINUM E F 5. EXTERIOR INSl7,A710N 1 MA5 MANY RD ROOF DRAIN WD WOOD 1st FL OP. DATUM POINT // CONTOURS SPRINKLER R NERD r FINISH SYSTEM MAX MAx!MUM 4 L RAIN LEADER C3 ELEVELEVATION,ELEVATOR M.B.S. METAL BUILDING SUPPLIER ca RECD RECEIVED W.P. WATERPROOF ELEG ELECTRICAL MECK MECHANICAL REF R"1161L.RATOR WR. WATER RESISTANT ENGL. ENCLOSURE MEZZ. MEZZANINE REINF REINFORCING WT. WEIGHT * EO. EOUAL MTL. METAL Fr:6V REOUIRED W W.M WELDED WIRE MESH TS = 1°J em EXHAti MFG MANUrACTURINL4 R.O. ROUGH OPENING W.W.F 1^ELDED WIRE FABRIC EXIST. EXI T1NG MFR. MANUFACTURER SCHED. SCHEDULE Y.P. YARD DRAIN < c ua) C3 w 7850 SW Dartmouth Str. BUP1999-00497,MEC1999-CIA09 1 40 or 207 +.4r...- I I I I I I I I I I I I I I I I I I!I I I " '""" Cm I I I I �IUlluu ulijini nilluli un;' liililj`nululilllll 1lnlnu nnil Klin uu�1 uliul n IIn1I lullln�i 111111i''li'nn n 11t1n 11n un iiil In IIu 11n ui11W- «. •. ..�*N *�....�,...,:. _ . ,..,.• ... +r LEGIDILITY STRIP � � � �, I � ,. I 1 �I I I� I I I I I ullnullullilillunlnnlnl111ln1 , - TCMisIcr. 9 Ip I I IS I3 f+i Ib I'7 18 19 20 21 22 23 24 2e 20 27 2e 29 30 C81 tI 01 �, 4 I I IIIIII� I II'I,I,I,IIIIIII,� y NDNI 8 IOL d4J.{I,Idljl4aelfO41 � e • fi 7 _0 1111 01 Ill s, 'i. i "i 5.,. A. B. A A - -�. NOT TO EXCEED „ „ 2-8. _ ---� - - - g URINAL DEPTH G'°AR CLEAR MIN - 46" MIN I / J F L-l- t A HANDICAPPED PARKING SPACES I 5PACE5 SHALL BE 50 LOCATED THAT HANCIGAPPED PLR50N5 ® - I'I'MIN 45' MIN E 015PLAY CONDITIONS ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED b" MAXI I .4 SNOT TO E�GEED GARS OTHER THAN THEIR OWN ��N + Iq" MAX A V ' 8" MIN MA\ TFr�NTAIN DEPTH _ SINGLE PARKING 5PA,-E SHALL BE 9 FT WIDE x it FT WITH AN -------- - - 1 CLEAR � � CLEAR i � ADJACENT 5 FT.WIDE LOAC'ING AREA ON THE PASSENGER SIDE EIS_I SPACE SPACE I p I ( OF THE VEHICLE. co s 3 NS � G D. 3 DOUBLE PARKING SPACES SHALL BE 23 FT WIDE x 18 r`f WITH A _ R _ ____J 4�"MIN 30" MIN 5 FT LOADING AREA BETVC-EN THE TAO q FT /EHICLE SPACES 1- 1 t _ I I c l I B. G / 4. MAXIMUM SLOPE OF PARKING SURFACE IN ANT' DIRECT ON SHALL NOT ExGEED 1/4' PER FOOT \Octe�3� 5 PARKING SPAGE(S)SHALL BE If'ETvTIFIED BY SIGN WITH THE F INTERNATIONAL SYMBOL OF ACCESSIBILITY(FIG G. I/A-10.1) WATER CLOSETS- TOP OF SEAT HEIGHT 15 REQUIRED TO BEA I • Q •• Z � � �0 Yll�N MOUNTED ON A POST OR WALL IN FRONT OF THE SPADE SIGN GL.E/1R i SHALL BE REFLEGTI✓E, WHITE WITH A DARK BLUE BACKGROUND, MULVA14NY MINIMUM OF Il INCHES AND A MAXIMUM OF A INCHES ABOVE FLOOR its in ( 1 SAGE I 2 • I � i �I A. Q� li' fib• A7 LL BE RE SQUARE INCHES IN AREA, AND MOUNTED O A80VE FLUSH CONTROLS ARE TO BE OPERABLE WITH ONE HAND WITH A I I \ ---J �__ � ..--� GRADE I WEN P05T 15 IN A PATH OF TRA/EL,OR 36" ABOVE A R C H I T E C T $ MAXIMUM FORGE PINICHIN 5 R OPERATION SHALL NOT REQUIRE TIGHT __i 1 �� ,RADE FOR WALL MOUNTING GRASPING,ARE TNG,OR TWISTING OF THE HANDLE OR BUTTON. - - - -- -- ( Il'-Iq" C��l .�� / 6 N ADDITION,MOVEMENT ARE E BE LEGATED 50 THAT NO EXCESSIVE BODY I A ON,5UP CE OF PARKING 5PAGE(5)SHALL BE IDEN- MOVEMENT ON THE WIDE SIDE OF THE TOILET SEAT IS REQUIRED I Z'-O' MIN EXT I '-0 MIN EXT) - TIFIED BY EITHER ° THE FOLLOWING 7MHEME•5: , MIN INT I 1'-6" I MIN INT\ NOTE: IF TWO ARE NEEDED 616LMI YARN vot7ur.o s MNG 110170✓ Toot, FIXTUREE N INCH CLEAR SPACE BETWEEN WATER CLOSET AND I I PROPORTION] 4"MAX ONE AT 40" MAx HIGH ,laDj� A. OUTLINING OR PAINTING SPACE IN BLUE WITH CONTRAST- AND 32 INCH SPADE BETWEEN WATER CLOSET AND WALL. Q I _� I I I J-12 ro BUBBLER IS ALLOWED uo ha+"o W.I. ti esoo w . e.rw., WA veoos vie �, (7A�,XNINC,DOLOR PROFILE `/JEW OF WHEELCHAIR W/OCCUPANT, 425827�.„ v..usm•29 2 URINALS-PROVIDE AT L.E.AST ONE STALL TYPE OR WALL HUNG I I N I I I ACCESSIBLE ENTRANCES - ACCESSIBLE BUILDING ENTRANCES � URINAL. WITH AN ELONGATED RIM PROJECTING AT LEAST !4 INCHES I I � I QR_ INKIIJ�FOUNTAINS FROM THE WALL AND 1-7 INCHES MAX ABOVE THE FLOOR FLUSH -L - _ - J _L_ __ _- _ _-J SHALL BE IDENTIFIED WITH AT LEAST ONE M,."V,NAY MC"Incrs rtortsslo7w steNct coerouno" STANDARD SIGN AND ADDITIONAL DIRECTIONAL SIGNS, B. INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON CONTROLS ARE TO BE HAND OPERATED.A MAXIMUM OF 44 INCHES I AS REQUIRED, TO BE V1515LE TO PERSONS ALONG DRINK,NG FOUNTAINS ARE TO BE LEGATED WITHIN ALGO'✓E5 OR BLUE BACKGROUND, 36` x 36', `/151BLE WHEN VEHICLE ABOVE THE FLOCK AND MEET THE SAME REOUIREMENTS A=•THE I -� I - / APPROAGHIN6 PEDESTRIAN WAY5 POSITIONED 50 AS NOT TO BE IN A CORRIDOR OR WALKWAY, ��a • Jb IS PARKED. FLUSH CON1'ROL5 FOR WATER CLOSETS PROVIDE A CLEAR SPACE fes- 5-O }� 5-0 l FOUNTAINS ARE REQUIRED TO BE APPROACHED FROM THE FRONT t; 30 INCHES K 4P INCHES IN FRONT OF URINAL. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 15 REQUIRED \ IF ALLOWED BY ENFORCING AGENCY DUE TO UNREASONABLE �� 7 EACH CNTRAIIGE TO AN OFF-STREET PARKING FACILITY OR EACH TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE 5YM180L HARDSHIP FOUNTAINS MAY BE LOCATED IN A PATH OF TRAVEL. fl HAIIDIGAPPEC PAMKIhIG 5PAGE(5)SHALL HAVE A SIGN, 3 LAVATORIES- PROVIDE A CLEARANCE OF AT LEAST 29 INCHES A WHITL FIGURE ON A BLUE BACKSROUND(COLOR NO 15090) IN SUCH GASES FOUNTAINS MUST HAVE A TEXTURED AREA EXTEND- FROM G FLOOR TO THE BOTTOM OF THE APRON AND KNEE I SPACE AT DOORS- THE FLOOR ON EACH 51M OF A DOORWAY IN FEDERAL STANDARD SaSA. IN6 12 INCHE5 AROUND FIXTURE,OR WIN6 WALLS WILL BE RE:OUIRED �� 1� -- HANDICAPPED 5PACE(S) MAY BE SUBJECT TO TOW. CLEARANCE UNDER THE LIP EXTENDING A MINIMUM WIDTH OF 30 15 REQUIRED TO BE LEVEL AND CLEAR FOR A MINIMUM DEPTH x PTIQN_ A SPECIAL 51<5N OR IDENTIFICATION WHICH EACH 51DE OF THE FOUNTAIN, �' (/ B �" � �Q CLEAR WIDTH � 8 ✓ERTICAL CLEARANCES TO ENTRANCE AND WITHIN A;GE55i5LE INCHES BY A MINIMUM DEPTH OF b INCHES AT THE TOP PROVIDE OF 60 INCHES ON THE SWING SIDE,MEASURED AT RIGHT AN6L E5 GCMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED ^` LEVELS OF PARKING STRUCTURE SHALL BE 8 FT 2 IN TO ANY A TOE CLEARANCE AT LEAST 30 INCHES WIDE, TO q INCHES ABOVE TO THE OPENING, AND FOR 44 INCHES ON THE SIDE AWAY FROM WHEN IT 15 DETERMINED BY THE ENFORCING AGENCY THAT SUCH 2• DRINKING FOUNTAINS ARE TO BE A MINIMUM Or ID INCHES DEEP bA SIGNS AND IDENTIFICATION PROVIDE ADEGIUATE DIRECTION AND HAVE A CLEAR SPACE UNDER THE FOUNTAIN 2T INCHES HIGH 1 STRUCTURAL MEMBER,DUCT OR PIPE. THE FLOOR AND IT INCHES DEEP FROM THE FRONT C, THE LAVA- THE DOOR,ON THE SWING SIDE OF THE DOOR,THE LEVEL AND AND IB INCHES DEEP, MEASURED FROM THE FRONT EDGE. THE ----- TORY A 34 INCH SURFACE HEIGHT IS REGOMMENDEG' CLEAR AREA IS REQUIRED 70 EXTEND FOR 24 INCHES ON THE l V`� 4" MA,K STRIKE EDGE OF THE DOOR FOR EXT DOORS, AND TO 3. BRAILLE -CONTRACTED GRADE 2 BRAILLE 15 TO BE USED BUBBLIER SHALL BE OPERATED BY A HAND LEVER 1p'� 4 PROVIDE A CLEAR F c LEGATED WITHIN b INCHES OF THE FRONT OF THE FOUNTAIN AND • - /r• B CURB RAMPS LE LOOK SPACE :O INCHES BY 49 INCHES IN EXTEND FOR Ib INCHES FOR INTERIOR DOORS. A LEVEL AREA WHEREVER BRAILLE 15 REQUIR,.D DOTS ARE 01 INCH FRONT OF THE LAVATORY 1.4E G F 15 DEFINED A5 AS A SURFACE WHICH DOES NOT SLOPE MORE ( ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN )WITHIN 33 INCHES OF THE FLOOR OR BY A P164 BAR ALON6 THE 1'e � I ff I CURB RAMPS SHALL BE LOC.ATTA WHEREVER PEDESTRIAN PATHS AR SPACE MAY EXTEND INTO IRON'OF THE FOUNTAIN(OR OTHER APPROVED CONTROL KNEE AND TOL SPACE -RIDERNEATH THE LAVATORY THAN 114 INCH IN I FOOT IN ANY DIRECTION. CELLS COT5 ARE P.ASM A MINIMUM OF 0.025 INCH ( GR055 A CURE. ABOVE THE BACKGROUND. 1 METHODS) EASILY OPERATED BY A HANDICAPPED PERSON THE I ?r. I Z 2, CURB Rgh1p SHALL BE A MINIMUM OF 48'WILE,WITH MAXIMUM 5 INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAV- 2 AT LEAST ONE OF A PAIR OF D0012S SHALL MEET THE MINI" / WATER STREAM 15 TO ESE PARALLEL TO THE FRONT EDGE OF THE f;..-, FOUNTAIN SLOPE OF I IN 12. FLARED RAMP 51DES SHALL HAVE A MAXIMUM 32 INCH CLEAR ENTRANCE WIDTH REQUIREMENT r 4 ATORIES. NO SHARP OR ABRA51`IE SURFACES ARE ALLCNED f 4, CHARACTERS- LETTERS AND NUMBERS ON SIGNS ARE TO { 7 SLOPE OF I IN 10. UNDER LAVATORIES ` HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3;5 AND I ! FOUNTAIN ALGOVE5 ARE REOUIRED TO BE AT LEAST 32 INCHES I I C 3 HARDWARE - DOOR HARDWARE SHALL BE OF THE LEER OR \ AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND � I I � �, WIDE AND _4 INCHES DEEP. F THE FOUNTAIN 15 LOCATED IN THE Q '. ALE`/EL 48"MIN,DEPTH LANDING 15 REQUIRED AT TOP OF CURB b LAVATORIES ADJACENT TO WALL SHALL BE CENTERED i8 INCHES PIF,II-PULL TYPE r1OlJNTED 'O"TO 40" ABOVE THE FLOOR AND 1:10 WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS THE PArrl OF TRAVEL, THE TENURED SURFACE 15 TO dE CLEARLY I Kt RAMP OVER ENTIRE CURB RAMP WIDTH. MINIMUM FROM THE SIDEJIALK WITH RIM OR COUNTER SURFACES NO BE OPERABLE 711TH A MAS EFFORT OF 8 1/2 IDS FOR EXTERI ARE USED THEY ARE 70 BE RA15ED OR RECE55EO A MINIMUM 7 HIGHER THAN 34 INCHES FROM FINISH FLOOR DOORS ANC 5 LII FOR INTERIOR DOORS BEING APPLIED AT IDENTIFIABLE BY A BLIND PERSON USING A CANE. LACKING ANY "' n 4. 1F LANDING DEPTH LE55 THAN 48" 15 PROVIDED,THE SLOPE OF RIGHT 4NF;LLS r0 HINGED D^OR5 AND AT THE GEN-R PLANE 1/32 INCH AND ARE TO 6E SANS SERIF TYPE.RAISED FURTHER DETINITION, IT WOULD SEEM APPROPRIATE TO USE TH15 CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED 11 SY51EM ONLY OVER CONCRETE OR HARD SURFACES WHICH CAN -1�.� _ _ s 1 FLARED SIDES SHALL NOT EXCEED 1 IN IZ, 7 FAUCET CONTROLS AND OPERATING MEGHAN15M5 ARE REGIUIRED SLIDING OR FC LL LNG DOORS MESSED GHARAGTERS AND SYMBOLS ARE TO HAVE A I/4 TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASP- INCH MINIMUM STROKE WIDTH. BE ROUTED SIMILAR,TO CURB RAMPS,WITH INCH GROOVES i\ I. RAMPS ANY PATH OF TRAVEL ( A PAS5A6E THAT MAY CONSIST EXAMPLE A EXAMPLE B 5 RAMP'9FACE 15 TO BE SLIP RESISTANCE, ;. CONSTRUCTION - THE BOTTOM IO INCHES OF ALL DOOR=EXCE INCHES ON CENTER OR WHERE_CHANGING MATERIAL TEXTURES OF WAL_K5, 510EWALK5 CORRIDORS,ELEVATORS,OTHER IMPROVED 6 BORDER MARKINGS AT RAMP TOP AND SIDES SHALL Be 12'WIDE INC,PINCHING.OR TWISTING OF THE EXCEHRISTED THE FORGE REQUIRED LIKE CARPETING TO RESILIENT FLOORING. ARE.A,5,OR NEGE55ARr- COMBINATION THEREOF,THAT PROVIDES TO ACTIVATE CONTROLS 15 NOT TO EXCEED 5 POUNDS. LEVER AUTOMATIC OR SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED 5 ON DOORJO,AYS LEADING TO UNISEX FACILITY THE SYMBOL TO ) PREF. AND UNOBSTRUCTED ACCESS TO AND EGRESS FROM APAR- OF I" " I' SR.')OVES SPACED 3/4"APART. OPERATED, PU51 TYPE, AND ELECTRONICALLY CONTROLLED ".. FACE TC ALLOW THE DOOR TO BE OPENED BY A WHEELGHA* gE PROVIDED SHALL BE AN EQUILATERA- TRIANGLE INSCRIBED ( 4, THE WING WALLS ARE REQUIRED TO PROJECT A5 FAR k5 THE TIGUL-AR AREA OR LOCATION) WILL EE CONSIDERED A RAMP IF ITS OPENANI IMI ARE F 10 SECONDS DESIGNS. SELF-CLOSING VALVES FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS GONDITI N. WITHIN A 12'DIAMETEP.GIRDLE AND I/4' THICK EACH. /I DRINKING FOUNTAIN ,TO HAV_ AT LEAST 32 INCHES Gl�1R BE- SLOPE IS GREATER THAN ' FOOT RISE IN .O FEET OF RUN(I:ZO). OPEN A MINIMUM OF 10 SECONDS ARE ALLOWED OB.EGTS WITH THEIR LEADING EDGES BETWEEN--T INCHES AND 60 C. WALKS I TWEEN WALLS,AND TO BE W!'HIN b INCHES 0- THE FLOOR. THE MAX MUM ALLOnAELE SLOPE --IF A RAMP 15 1:12, ;NCHES I"THE FLOOR CANNOT PROTRUDE MORE THAN 4 INCHES 1 OR A15LESI. WALKS$LOPING GP.EATER THAN I IN 20(SAS)MUST COMPLY WITH -O I L 7-T I� I rU�E (2�N.T.5. SPACE q 1 DOG�i�,�i \ ' - 2 RAMP NICTH- PTH AN IAN RAMPS SERVING PRIMARY ENTRANCES OB EGWITFI THER LENIN S,WITH N�^1?NGHES OFF THEREQUIRLMENTS FOR RAMPS SEE 10/AIO.I SIGN,A C E \1 D R I N i<1 N G F O�)N T A I N S 70 BIIIa.DIN65 WI7H AN OCGLIPANT LOAD OF app OR MORE WILL EiE`J N.T.S. ( � !-- REQUIRED TO HAVE A MINIMUM 60 INCH CLEAR WIDTH,RAMPS FLOOR MAY PROTRUDE ANY p15TANGE BUT MAY NOT REDUCE THE Z WP,iK WIDTH SHALL BE 48" MINIMUM �- / N.T,S. SERVING HOTELS,APARTMENTS HOUSES,C.ONVEt4T5,MONASTER!E5, REQUIRED CLEAR SPACE OR MANEUVERING SPACE FOR A DWELLINGS, AND LODGING HOUSES WITH AN OCCUPANT LOAD OF -CHAIR. 3. TANKS(BROOM) FINISH,SLOPES bsb OR GREATER SHALL HAVE SLIP RE5t5- �� LESS THAN 50 MAY BE 36 INCHES WIDE. ALL OTHER PEDESTRIAN 2. FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY RAMPS WILL BE REQUIRED TO BE A MINIMUM OF 46 INCHES WIDE, OVERHANG 12 INCHES FROM 2T IIVGHES TO 1'�O INCHES ABOVE THE 4• TF,L MAXIMUM GR055 SLOPE SHALL NOT EXCEED 1/4' PER FOOT. �\ IN NO CASE MAY RAMP WIDTH5 BE LESS THAN THE WIDTH REQUIR- FLOOR 92 WALL M. WG ED FOR STAIRWAYS. 5. 6RATII;��S ARE DISCOURAGED WHENEVER POSSIBLE, 95'FLOOR M. WG 3. HEADROOM-DO INCHES CLEAR 15 REQUIRED FOR HEADROOM IN IZ" 2' MIN TYP 12/21/9q 3 LANDINGS -LANDINEf�ARE REQUIRED AT THE TOP AND BOTTOM b. AT EACH,7008 OR GATE A 60'x60°LEVEL AREA 15 REQUIRED OF EVERY RAMP INTERMEDIATE LANDINGS WILL. BE REQUIRED AT �•K5,MALLS,CORRIDORS,PA55A6EWAY5. AISLES AND OTHER WHEN THE DOOR 5HIN65 TOWARD THE WALK. INTERVALS NOT EXCEEDING 30 INCHES OF VERTICAL RISE AND AT GIRGJLATION SPACES 6AGH CHANGE OF DIRECTION, LANDIN65 WILL NOT BE CONSIDER- T, A 24'CLEAR SPACE 15 REOVIRED ON THE:TRIKE EV15oE SIDE OF r^ 1 ED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH 12'-0"MIN 12'-0' MIN A DOOR OR GATE SWINGING OVER A WALK. RAMP EXTERIOR LEVEL LANDINGS MAY SLOPE UP 70 I"PER F ? FOOT IN ANY DIRECTION FOR SUR-AGE DRAINAGE. 6 A 48"1144" rJE_r LEVEL AREA 15 REOVIRED WHEN THEN DOOR OR 60' MIN. Q = ]] �1 GATE SWI7,GS AWAY FROM THE WALK, - MI 2" 12"MAv 42'MAX 4 TOP LANDIN65- TOP LANDING MEASURED IN THE DIRECTION OF I D PEDESTRIAN RAMPS A. g, Ifi THE RAMP RUN WILL BE REQUIRED TO BE NOT LE55 THAN 60 2' I I/2' A. B. INCHES LONG WHEN NO DOOR OR 6ATE 5HIN65 ONTO A LANDING, - -� A PATH OF TRAVEL WITH A SLOPE GREATER THAN I IN 20 SHALL 1 1/4" 11/2" THE LANDING WILL BE REOUIRE`-D TO HAVE A MINIMUM WIDTH OF 60 BE CONSIDERED A RAMP. �f 3' TO 2' U/ INCHES IN THE SIDE WITH THE OPENING THE LANDING WILL BE 2 THE MAXIMUM SLOPE SHALL Be ! !N I2. q a1/:2* RE:OUIRED TO EXTEND 24 INCHES FROM THE STRIKE SIDE OF THE 0 I I/4' I '' 3. RAMP WIDTH SHALL BE 46" MINIMUM. ss h DOOR HE GATE ON EXTERIOR RAMPS AND . EXTEND 18 INCHES FRg_1TANDIN6 OVERH4N61NG Q@ T� 4. LANDINGS ARE REQUIRES AT TOP AND BOTTOM OF RAMPS o �\ - I I/2' MAX FROM THE STRIKE SIDE ON INTERIOR RAMP'S. DOOR IN ANY P051- �R,S TION WILL NOT BE ALLOWED TO REDUCE. THE MINIMUM DIMENSION Q X 3'-0' MIN - OF THE LANDING TO LESS THAN 42 INCHES. WHEN FULLY-OPENED A. BOTTOM LANDINGS SHALL BE MINIMUM OF 12' IN THE E Q CRAB BARS gY MORE 1TTHHANE3\ INCHES 70 REDUCE THE REQUIRED WIDTH - DIRECTION OF TRAVEL. A' �yARIE B �n G ; PROTECT 5HACW AREA B. TOP LANDING SHALL BE 60"x 60"MINIMUM. l ILj 11 :z V 5. INTERMEDIATE LANDINGS - INTERMEDIATE LANDINGS WILL BE FROM GRO55-TR4FFI CLEAR �i O FLUSH HANDLE Q REOUIRID TO BE 60 INCHES LONG IN THE DIRECTION OF TRAVEL. G WHEN DOOR 5WINOS ONTO TOP LANDINGS,THE MINIMUM X z_ ' SPACE ' Er ry ON WIDE SIDE C��- DEPTH OF LANDING 15 THE DOOR WICfH PLUS 42". Q ,------_-; o b FLOORS OF GIVEN STORY SHALL BE A COMMON LEVEL THROUGH- TECTION AREA OF STALL OR _ LR'-A"MIN - x 46"MIN ROOM OUT OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS,PA55ENDOOR ONTO THE TOP THE - 3--�` r Q 4 I D W TNH OF AN,7iNG SHALL EXTEND 24"PAST ,THE STRIKE �� '( I n GER ELEVATORS,OR SPECIAL ,ACCESS LIFTS. 1_J EDGE OF DOOR FOR EXTERIOR RAMPS OR IB"PAST THE I � n SIDI REPf.N �� -7. BOTTOM LANDINGS- BOTTOM LANDINGS AND LANDINGS AT A STRIKE EDGE FOR INTERCR RAMPS. CHANGE OF DIRECTION GREATER THAN 30 DEGREES WILL BE RE- // 5. A 60" INTERMEDIATE LANDING 15 REOUIRED AT EACH 30 INCH m GUIRED TO BE'12 INCHES LONG ' VERTICAL GRANGE, AND A'12" LANDING 15 REQUIRED ATEACH 5'-0"MIN NOSING LINE _ I. LOCATE GRAB BARS ON EACH SIDE(OR ON ONE 51M AND THE 8 HANDRAILS - HANDRAILS WILL BE REOUIRE.D ON o.LL RAMPS WITH 12' MAX OVERHEAD HAZAIRMS DIRECTION CHANGE OVER 30 DEGREES ARCr:TECT G 3O" D. BAG' )OF THE WATER CLnSET, 33 INCHES ABOVE AND PARALLEL A RISE GREATER THAN 6 INCHES OR A HORIZONTAL_PRO.IEGTION b RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP WHEN JERRY QUINN LEE �YS -t GLR ___ TO THE F1.00R. GRAB BARS AT THE SIDE ARE TO BE AT LCAST 42 GR!_A"ER THAN b FEET HANDRAILS ARE REOUIRED ON EACH 51DE SLOPE ExGEEL'5 I IN 15. �C n A� I HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHE5 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT 51DE OF A RAMP,THEY MUST BO 34 INCHES ABOVE THE RAMP SUR- 12"MA. T RAMP HANDRAILS SMALL BE CONTINUOUS,LEGATED 30' TO 34' GU rl ~ BEYOND THE TOP 1•L051N6 AND 12 INCHES PLUS THE OF THE WATER CLOSET. GRAB BARS AT THE BACK CANNOT BE FAGS AND BE GONTIWOUS FOR THE FULL. LENGTH OF THE RAMP ABOVE RAMP .�IIRFAGE,WITH I,, EXTENSIONS BEYOND TOP ANp �^j 71'MIN 40'MIN I Z TREAD WIDTH BEYOND THE BOTTOM NOSING. LE10}.�THAN 36 INCHES LONG, w _ '� 3755 2',42-MIN TYP 42'LATCH Z IC� HANDRAIL5 MUST ExTEND A MINIMUM OF 12 INCHES BEYOND THE Q -- BOTTOM SLOPE, AND THE ENDS RETURNED. APPROACH _ - - TOP AND BOTTOM OF THE RAMP AND THE ENDS MUST BE RETURNED. � ) V I g 2. ENDS SHALL BE RETURNED OR SHALL TERMINATE 2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE 15 REQUIRED S HANDRAILS 51tALl_ BE -I/4" TO 2'DIAMETER 1N GRG55 SECTION, X 1_ - _j IN NEWEL POSTS OR.SAFETY TERMINA,5. F d p ' I TO BE I/4 TO I I/2 INCHES,OR THE SHAPE 15 TO PROVIDE AN SIZE AND SPACING OF RAMP HANDRAILS ARE REQUIRED TO COM- • • 30"MIN b"MIN EQUIVALENT GRIPING SURFACE IF GRAB BARS ARE MOUNTED FLY WITH THE REQUIRE"?ENTS FOR STAIRWAY HANDRAILS EXCEPT I WITH A MINIMUM 1-1/2' CLEARANCE FROM ADJACENT l^LALL. � 4 L THE INTERMEDIATE RAILS AI NOT REQUIRED T-- 3 WHERE THE EXTENSION OF THE HANDRAIL IN THE ADJACENT TO A WALL, THE SPACE BETNEEN THE WALL AND THE WHEN THE RAMP EXCEEDS 10 FEET IN LENGTH AND WHERE NOT Z z FORWARD REACH DIRECTION OF THE STAIR RUN WOULD CREATE A GRAB BARS 15 TO BE 1 1/2 INCHES 9 1: a. CURB AND WHEEL GUIDES - WHERE RAMPS MORE THAN 10 FEET �v OTHERAISE BOUNPED BY WALLS,EITHER A" HIGH CURB OR c^ F " L HAZARD, THE TERMINATION UN THE ExTEN510N LONG ARE NOT BOUNDED BY A WALL OR FENCE,EITHER 2 INCH _._� GUIDE RAIL CENTERED 2 TO 4 INCHES ABOVE THE RAMP SURFACE f� nt1�\7O" tr SI'ALL L MADE EITHER ROUNDED OR RETURNED 3. GRAB BARS SHALL NC T ROTATE HIGH CURBS OR GUIDE RAILS CENTERED 2 TO 4 INCHES ABOVE IS REOUIRED ON EACH SIDE. OF \7� K1 - SMOOTHLY TO FLOOR,WALL,OR POST. THE RAMP WILL BE REQUIRED. CANE HITS POST OR PYLON 11 r.�.ry w "' - 1 4. GRAB BARS AND ANY SURFACE ADJACENT TO THEM CANNOT BEFORE PERSON HITS OB.JEGT E HAZAF >5 M,pb..w�a ten • a ��-,- .m • HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGE5 ARE 7.0 HAVE a a �..•,.",....b -.wy,., w a. y.M,K> 48"MIN. , E 4. TONERE THE STAIRS ARE CONTINUOUS FROM LANDING 10 RAMP SURFACE -RAMPS WITH SLOPES OF INN H GREATER WILL QD�,75 MOUNTED ON eQ��- QR_PYLONS I, ABF PT CHANGES IN LE/EL EXCEEDING 4" ADJACENT TC TO LANDING,THE INNER RAIL SHALL BE CONTINUOUS A MINIMUM RADIUS OF I/8 INCH. BE REQUIRED TO HAVE A SLIP RESISTANT FINISH RAMPS WITH HAL 5,EXCEPT BETWEEN WALKS AND ADJACENT STREETS^R AND NEED NOT EXTEND OUT INTO THE LANDING, SLOPES LE55 THAN 1:16 WILL BE REOl11RED TO BE AT LEAST A5 DRIB _, SHALL BE IDENTIFIEb BY WARNING CUPBS PROJE'TIlR 5. BAR FA5TENER5 AND MOUNTING SUPPORT SHALL BE ABLE TO SLIP RESISTANT AS A MEDIUM SALTED FINISH, b" ABOVE WALK SURFACE SUBMITTED FOR OWNER/TENANT APPROVAL WITHSTAND 250»POINT LOAD IN BENDIN;7,SHEAR AND TORSION. �LI1PJ.�_A000MMODATION TOILET FAS,ILITI� '- �-�I�AFA F f�I / g ISP'�� -� HANL7RAIL S 10/29/99 SUBMITTED FOR BUILDING PERMIT DEFINITION - A ROOM THAT UHASSE MORE THAN ONE SANITARY FIX- �� L_ GRAB BARS RAMPS _ _ _ �` F'R_OTRUD I NG OBJEGT� AGGE55I BI L I TY NOTES V --- 1 10/29/99 SUBMITTED FOR BID PURE, IS INTENDED FOL THE USE OF MORE THAN ONE Y COW AT - `3p•MI►J N.T.S. --- N.T.5. -- - N.T.S. - -� - (�/ N•T.E,, --4 ----- Ll ( OWNER/TENANT/BID CORRECTIONS TIME AND WHICH USUALLY IS PROVIDED WIT"PRIVACY COMPARE- � -T_ _-fi T � � - MENTS OR SCREENS SHIELDING SOME FIXTURES FROM VIEW. A 12/21/99 1 BUILDING PERMIT CORRECTIONS BATHROOM SERVING A HOTEL GUEST ROOM,AND PRIVATE TOILETS L THE HIGHEST OPER/,BLE PART OF THE TELEPHONE 15 TO BE WITHIN IN SMALL OFFICES,STORES AND SIMILAR LOCATIONS ARE NOT 46 INCHES OF THE FLOOR IF THE TELEPHONE 15 APPROACHED INCLUDED IN EN15 CATEGORY WHERE SANITARY FACILITIES ARE FROM STRAIGHT FORWARD, AND 54 INCHES) IF TNS TELEPHONE 15 CONSTRUCTION DRAWINGS LOCATED ON ACCESSIBLE FLOORS OF A BUILDING, THEY SHALL APPROACHED FROM THE SIDE OR IF THE TELEPHONE 15 MOIOJTED AS-BUILT DRAWINGS BE MADE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. DIAGONALLY IN A CORNER ' _ TURN AROUND SPACE - PROVIDE A CLEAR SPACE MEASURED 2 APPROACH - A CLEAR SAGE OF 30 INCHES By 4b INC 4E5 THAI- FROM THE FLOOR TO A HEIGHT OF 2T INCHES OF SUFFICIENT SIZE ALLOWS EITHER A FORWARD OR A PARALLEL APPROAU' 15 1 TO INSCRIBE A 60 INCH DIAMETER CIRCLE,OR A CLEAR SPACE 5b OUIRED. THE CLEAR SFACO MAY INCLUDE KNEE SPACE IMDEr. =`• NCHE5 BY 63 INCHES IN THE ROOM, DOORS OTHER THAN TO THE TELEPHONE ENCLOr)RES. ONE SIDE OF THE CLEAR SPACE SHALL „ H ICAPPED TOILET COMPARTMENT MAY ENCROACH INTO THIS ADJOIN ANOTHEF' C.I.FAR FLOOR SPACE OF AT LEAST THE SAME PROJECT NUMBER: 95-1 B4 D SPACE NO MORE THAN 12 INCHES. SIZE IF THE TEIEPF'7NE 15 LEGATED IN AN ALCOVE MORE THAN PROJECT MANAGER: KEN KROMER 24 INCHES DEEP AND 5 I FRONT APPROACH IS DESIGNED,THE DRAWING DATE.: 10-4-99 3 HANDICAPPED COMPARTMENT -EQUIP THE DOOR INTO THE STALL. 30 INCH WIDE SPACE IS 2EQUIRED TO HAVE AN ADDITIONAL.b q WITH AN AUTOMATIC,CLOSING DEVICE AND PROVIDE A CLEAR INCHES ON ONE SIDE. IF THE SIDE APPROACH 15 DESIGNED ANC TOILET ROOM 51GNAGE DRAWING FILENAME: 5184DT5.2 OPENING WIDTH OF 52 INCHES WHEN LOCATED AT THE END OF THE THE ALCOVE 15 MORE THAN 15 IN!•HES DEEP, THE 46 INCH WIDE - FINISH FLOOR LEVEL TO COMPLY WITH TITLE: 24 1 STALL OR 34 INCHES WHEN!_CGATEC AT THE SIDE OF THE STALL SPACE 15 REQUIRED TO HAVE '.N ADDITIONAL 12 INCHES ON ONE THRESHOLD HANDICAP REQUIREMENTS PROVIDE A 44 INCH WIDE CLEAR PATH TO THE STALL AND A 4A SIDE. _ x j 36" GRAB BAR SOAP MIRROR T _ OSTC O NCH LONG CLEAR SPACE N HE 51 CF THE WATER,5T&0 I. IF THE a FLOORS -FLOORS ARE REOUIROD TO BE LEVEL AND SLIP 42'GRAB BAR -TOILET PAPER DISPENSER DISPENSER COST CO DOOR 14 ON THE 51DE CLOS AT LEAST 60 INCHES RESISTANT 12" 24" I�- S REQUIRED IN FRONT OF THE HATER R CLOSET �y Q �- WHOLESALE 12" MTN� -� �- -- a MEN UNISEX WOMEN 4 THE GRAB BAR IS REQUIRED TO EXTEND 24 INCHES IN FRONT OF 4 SPECIAL REOUIREMENE5 - THE CORD FROM TFIE THE TELEfl,ONE � j � MAX. � � --- / WAREHOUSE M t 1 1 THE WATER CLOSET GRAB BARS CANNOT PROJECT MORE THAN TO THE HAND SET IS TO BE AT LEAST 2a INCHES LONG TELE- -_- - -- _ - �! �;�� 7855 SW DARTMOUTH 3 INCHES INTO THE CLEAR SPADE PHONE BOOKS IF PROVIDED, SHOULD BE LOCATED SO TF'EY CAN -- - 4X {� - X p ---- p T!GARD,OREGON 97233 BE USED BY A PERSON IN A WHEELCHAIR. WHERE AVAILABLE. 6 �6 �I _Atc-�MFiQp_ATION TOILET FAGILITI S PU5H-BUTTON CONTROLS ARE TO BE PROVIDED AT LEAST ONE B L - tP T �` X' p " TELEPHONE OR TELEPHONE PER BANK OF TELEPHONES, I;i _ WG. INSULATE z_f6 2 F `fB a R WATER CLOSET SHALL BE LOCATED 26"FROM A FIXTURE OR 32" REQUIRED TO BE EQUIPPED WITH A VOLUME CONTROL FCR THE �- !R � � � � INSULUNDESINK I ROM A WALL HE ARIMS IMPAIRED EQUIP TELEPHONED WITH A RECEIVER THAT Y n ►_ -1-4 4PIPES- _ _ _ BUILDING A D D i T I O N E�ENEr 'TES A MAENETIG FIELD IN THE AREA OF T11E RECEIVER CFP - f ' b MINIMUM CLEAR SPACE IN FRONT OF HATER CLOSET SHALL BE 48" TOILET TOI ET PAPER SEAT COVER URINAL LAVATORY DISPENSER/ NA-KINJ NAPKIN/ IDENTIhi.;,%TION 5YMBOLS 5, VOLUME CONTROL TO BE CAPABLE OF A MINIMUM OF 12 cbA AND CISPENSER DISPENSER WASTE TAMPON TAMPON /REMODEL T WATER CLOSET CENTERLINE SHALL BE LOCATED FROM 15\"TO 19' A MAXIMUM OF 16 dbA ABOVE NORMAL IF AN AUTOMATW, RESET I. INTERIOR.',ND EXTERIOR THRESHOLDS SHALL BE NO REGEPTAGLE DISPENSER DISPOSAL SIGNS 7 BE I/E"THICK CLEAR FROM GRAB BAR WALL IS PROVIDED THEN ID dbA MAYBE EXCEEDED, 1416HER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR ACRYLIC PLASTI,PANEL WITH ACCESSIBILITY GRAPHIC; _ 200' BASE LINE • • �� • w �� • w •w� • w Iw�ww w • wo,wl� • • �� w w wwi� w • • • w • m w w w w w w J / ___ DEM XIST. 181.92 18,.92 T --` ♦ �� i GO ISLAND NEW GONG. DEMO EXIST I- AREA OF WORK TH15 PERMIT Ib1.92' i 15LANp 51DEWALK SEE GI71L FOR PARKIN& i C44 10 -/-Z EXIST. PEW DEMO / --BALER �L CONC.4 A�N.T - / AREA OF WORK THI5 PERMIT\ MULVA14NY Easr A R C R I TE C T S I COMPACTOR -- AREA OF HORK THI5 PERM( ��5 urw ♦ wE xAnu rolww.o snw � No IosroN ,t, 9 � - Np-.o Wow. 5.b f-200, lelkw . WA W05 1926 36'-O. I I 4 425 122 04A4 F.425 622.1 29 — / I M_•VA4%Y WHOM P10wtssiokk SERM COIroUT1oN I 4 ;-,ILTLAND ,,^ � ♦ L'EE NEATION I� EXIST. 13LD6. AREA 13024 S.F. n I I 35 AREA OF HORK THIS PERMIT \ EXIST. TIRE CENTER 5,160 5.F _ q�5 �, \—E 2T TOTAL EXIST.BLD6 135,404 5.F • - --- ♦TF �j — - NEA BUILDING ADDITION 10,416 S.F. TOTAL EXIST,BLD& 145,620 S.F. J FT, I I (_ ♦ /� j ;t RESIRIPE: � 1 EXI5T, FINISH FLOOR 18800 FEET Q PARKIN&-- 1� EXIST. TIRE INSTALLilk 1' �i - b O 2,022 S.F. $ I a5 ♦ ,AC .. 1 -- 500 S.F. AREA OF WORK THIS PERh;ITl _ I I I I I I \ EXIST. TIRE SALES 11� LO, T I aSl3�S.F, 1� DO K i ♦♦ �� c� 11 I 1 / AREA OF HORK THIS PERMIT EXIST, EXIT' 1 — — E\15T ' �— AREA OF HORK THIS FERMI ENTRANCE I 1 NIg T. ETRANCE CANOPY [�2 = i / Tl_ -_-- — - ry \ -T 'GONG. I 14� STRIPPING FOR AG4-E551BLE 1 DROP OFF ZONE 1 (SO 16 16 ( (92 (363 - - oJF 11 __ G c — -- 1 r. c -- 30' 51 64' 64' 64' 10 64' b4' 64' 64' 64' — 64' G G FZE97RIPE _ G G �J� PARKING 40' WETLAND DELINEATION LINE rl —— AREA OF 1,dORK THIS IGI�fL DVS. 10 ll s I' ,500 S.F. I \ ARCHITECT: JERRY QUINN LEE I� 7 �ED �R I \A� — 14 8 15, YJ / / 175a L'v. -- _------— n to AO 1 - MOUTH ROADOF � M nwM4..M.VE No pyrt A 11..4oc.. 1 mp.M rpr.qu[.4 N am I.nn .a 4n,m4e,.w1111g11 O.rlMlb.w w4mq nom runwm MNY11.Y. l i SUBMITTEC,FOR OWNER/TENANT APPROVAL 10/29/99 SUBMITTED FOR BUILDING PERMIT 1 D/29/99 - SUBMITTED FOR BID -``— ON'NER/TENANT/BID CORRECTIONS 12/21/99 1BUILDING PERMIT CORRECTIONS _ CONSTRUCTION DRAWINGS - AS-BUILT DRAWINGS Ow Ln Pro ect Dataeu kb _ CLIENT: GOSTGO WHOLESALE NEW PARKING DATA: PlOJECT NUINBER 95-184 D qqq LAKE DRI\/EPIOJECTMANAGER KEN KROEGER NEN BUILOING ADDITION 10,416 S.F. PARKING PROVIDED: 155AOUAH, NA. ` 8027 T ------- ----_____�--_---_---- --- — I c� DRAWING DATE:DRAWING ENAME 5184DSD9 IOTAL NEW BUILDING 145,820 S.F, #) 10 WIDE STALLS 486 - TALCS _ PROJECT' ADL RESS: '1855 5N DARTMOUTH [il 10' WIDE GOMPAGT STALLS 52 STALLS - 0 ,NIDE STALLS X17 STALLS COSTCO TIGARD, OR 87223 C _CL SITE ,AREA: 14.86 AGREE (647,501 S.F-'.) EXISTING PARKING DATA: C# ,Hr HANDICAP STALLS 15 STALLS �NHOLESALE WAREHOUSE N i 11 FLAN KING PROVIDED: TOTAL EXIST. PARKING 150 STALL. 7855 SW BOUNDARIES THIS PLAN HAS BEEN PAR -� rIGARD,ORREGONEGON 9772323 3 - - I ,- -- ------ - INFORMATION: PREPARED BY USING MPA ® 10' WIDE STALLS 445 STALLS TOTAL PARKING LOST 6 STALLS Ln SGALE: 1 = 40 -O NORTH 51TE PLAN DATED 6-14. 10' NIDE COMPACT STALLS 53 STALLS NO. OF STALLS PER 1000 S.F. BUILDING ADDITION 69 .:.}.Q' 8 -� 1 EXISTING BUILDING DATA: ® a' NIDE STALLS 28"1 STALLS OF BUILDING AREA:045'a1120 S.F.) 5.3 5 T A L L 5 /REMODEL 0 Q 16O 3.�0 HANDICAP �-�TALLS 15 STALLS SITE PLAN LAN W --- _ EXIST. BUILDING AREA 50,224 S.F. TOTAL EXIST. PARKING 783 STALLS fX15TING GON17)ITION5 TO BE FIELD VERIFIED. EXIST.ST. TIRE CENTER 5,180 S.F. -- __ NO. OF STALLS PER 1000 S.F. LL TOTAL EXIST. BUILDING 155,404 S.F. OF BUILDING AREA:(135,404 S.F.) 5.8 STALLS SD = 1 4 W 7850 SW Dartmouth Sir. BUP1999-00497,MEC1999-00509 142 of 203 LII IIII IIII IIII II I IIII IIII IIII II IV Illi IIII IIII IIII pmt Cfll; ' i'!�II,IIi Illllull IIIIIIIII IIIIIIIII�IIIII1111 IIIIIII� �!II ill' I '"I 1111 Int II I IIII IIII II I1 IIII II I I I I � I III III II lily - LEGIBILITY STRIP Omi � II I 1 I I I I I i ( V I I I I I I I I I 11 • m.i cm 8 9 p I I I'2 13 14 IB 17 16 18 20 21 22 23 24 25 28 27 28 29ilIT3c 01 � 11111111111111f.1 H01,111 IOL .A I�� .'"!a'�R �71NA�I �AI��1111�RIIII .l1�wMM 4�+�-AMkAwVA.k1 ' ' / ^ !t„ Jill � 0CCD I ':.iP "" . i -_ ____ -J 51PLi'tALK EDGE PER CONC.CURB 61 ASPHALT P40/0,16 RADIUS CORNIFIR-5, TYP PLA 1 1/2'RADU15 TlrP I"RADIUS PER CIVIL FUTURE 5IDEAALK PER PLANTING PER PLAN P T 2 2 A 24 STAKE ASPHALT PAVING PER LANDSCAPE [IRAHIN&5 AT 4'-0' OC, MAX FLAN CONT P.T 4 =1 I El I Erl I A5PHALT PAVING PER --:I I i—=l I MI I I ff:M '1 4 4 1 1=1 I 1=1 I 1=1 I GONG 5;DEHALK —1 IF 7:7-11 F! I I--- cp A�, -ep M=111E, TI —= PLANTER PER.LA NG_r_i�- _- _ -- - - ;_�>- _ 0 ce - _ FE-1 I IEI I F- -rT=-- MU LVAI VY I - �- A R C H I T E C T S I M I lEl I lq- elo 9 11 ;I M I S 0 % COMPACTED 5Le5RADE flEl 1 -11 1=[F� % EMT N2m I I-1 i I VERIFY CURB DIMENSIONS I�Eil I I Ell I 1=1 I 1=1 I liEl 11 11 1 EV 24"RADIUS 01"t" SIA71.11 mxrLmo $71LI-0 605TON A,Pt, I IE:El I I—El I lEI I*CIVIL. - I �=71 1-11 1=1 11 1=1 1 1=1 1 14 CIA" TYr, %-*-P, WW. Lft t 3X 5.- WA 94005 i2e 12!!J2 04. F.426 4122 4 29 CONT.TOP 1— III NOMS. 717 AND BOTTOM M VA%NV AAC -APC IA"ON 1, PROVIDE E'�P 10INT5 AT 2 5'OG AND 0 THE START PER PLAN Typ, AND FINISH OF A" CURVED- 5ECTION5 -PER PLAN 2. FAINT CLJR55 MERE NOTED ON 51-M PLAN 5. VERIFY CURB DEPTHS AND 5LWRADE PREPARATION PV CIVIL ENGINEER�iN&S Er,'�OE OF PAVEMENT (-2-)�,ON(f, r.,,URS s OIJ77EDR DEVIL CAST- IN-PLACE rONC,. CURB 02770010 LANDSCAPE ISLAND ALE 02775004 02770011 02945002 PER PLAN ryp 12' RADIUS Tyr DUMMY JOINT H, JOINT C,014C, SLAB PER 5TRir-T. 1/2"RADIUS FILLrR ASPHALT PAVING C�OIIX, 5LA13 PER cm4i 2*CHAMFER PER L;IVIL ASPHALT PAVING PER CN IL 4 PAINT(2)COAT5 W H ;D TRAFFIC,LINE MITE ---- -- -a_ TYP 1w *ol 00 4 0 .0. 17 jEl 117I , Ttt I I E-1 I 1_1 =1 I 1=1 I F 1=1 I1=11��j I JE�j 11: 4 '17 JEJ I 1=1 I I El 1=1 I El 11—, CHAIN - ryr -V ASPHALT BUMP 12"W X 2"H K' TAPPERM EDGES r-,,ONC,. AFRON AT FAVI NO FLDOE OF SIDEV ALK TYR SCALE: O�770013 r-,ART 5TORAOE 4 T"�F. FAR�,INO STALL 02775005 02760014 VERIFY STAINLESS STEEL MIN. A5 0 EA. HANDICAP TENER6. COWG.51PEINALK W BROOM FINISH. STALL HH17E LETTERS A SYMBOL ON BLUE BACKGROUND 4.TAL 91611,BOLT TO STL.PIPE POST(OR TO BUILDING WALL, PAIRIKING ONLY SEE 5P-1 I BLOO,ELEVS) ADDITIONAL 516N AT\./AN VAN A0011118411M ACCESSIBLE PARKING SPACE5 ONLY PRE-CA5T WNC, CURB A 1 1/4*SALV. 50CHIP 40 5%.PIPE H/CAP, STOPS(rrP I EA HCC PAINT(2)COATS ENAMEL(MITE) STALL)PIN EA.END, ARCHITECT- JERRY 0 UINN LEI 1 .2/.2 1 4 1"C4W.WASH (2)COATS 41 HIDE PAINT STRIPING TRAFFIC LINE MITE,rYP- ----------- ��0 ARC GRAVE ,_N '_1 1766 ,S Ar a • PAINTED H.C.SYMBOL r PER DETAIL TYP. $"DIA. C40W,. FOOTING 1h l� > NOTES r T I. SIGN TO BE PER LOCAL NOTE: JUR15VICTION REQUIREMENTS. g'-O'VAN ALL HANDICAP STALLS TO VERIFY 51ZE,SHAPE I VERBAGE BE 51NOLE STRIPED 2. PROVIDE SIGN AT EACH HANVICAPPErD ACCESSIBLE PARKING STALL SUBMITTED FOR OWNER/TENANT APPROVAL 10/29/99 SUBMITTED FOR BUILDING PERMIT ADA FARI ,I NO 15 10- N HANDICAP PARKING STALL,-5 - )L� __ ___��0005 10/29/99 SUBMITTED FOR BID 10430004 ALE: OWNEVENANT/BID CORRECTIONS 12/21/99 A BUILDING PERMIT CORRECTIONS CONSTRUCTION DRAWINGS R4)UNVEV CONCRETE 5.-0. AS-BUILT DRAWINGS CD AP C> 5'RADIUS STALL cl ru 6"SCHID.60 STI. PIPE FILLED K/CONCRETE CONCRETE KASH PROJECT NUMBER: 95-184 D 'ge PROJECT MANAGER! KEN KROMER NOTE: FAINT GUARD POST H/ BLUE FIELD BACKGROUND DRAWING DATE: 10.4-99 (2)C-OAT5 TRAFFI(', DRAWING FILENAME: 7 LINE YELLOW 3" H PAINTED STRIPE m T_L_ = . w - I'_ TRAFFIC, LINE WHITE COSTCO ryp El WHOLESALE WAREHOUSE # I 7855 SW DARTMOUTH C? ru 1=1 I ka I r TIGARD,OREGON 97233 c� In 1 ElPROVIDE AT EACH H.C. 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W/5TORA to I 11 I I I I I I I 'a«+ � Ma^",. L _L J_ I I J_ J +}} {� E -I I { -I 2C�'- A}F F TYP.o I -i ll - B - ---- - - - -- - - -- - IIII I I —I-II ---+-II-I --� II +---- I- I-+-- -+ -� - - - I--�- - -I-- }- - -- - 1111"h."w"""' D5 _ _ L1 _1 J_J I I - - - --r- -- ---- - - - - - - - - IIIN I I 11`h'I I II II I SUBMITTED FOR OWNER/TENANT APPROVAL I I f F �' F I- f -I L 11�J L lln� L J LTJ R•L -� 10/29/99 SUBMITTED FOR BUILDING PERMIT 1 rTTTTT,T � 1 II I I 111 I I II I I 11 I I 11 I I 1, I I II I I 11 I r-T••---T•- -�-1 - — ++ + + } I I I I I I I I I I I I I I I I I I I I _ _ I �°�� p 10/29/99 SUBMITTED FOR BID L J J_J l _ l J I _I I + -� I- I F -I I- '-l--•---------- 11 -�"'` L 1__1__L J I ��'A I OWNER/TENANT/BID CORRECTIONS 4 I 1 1 1 1 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 I I _I_-] 2 12/21199 BUILDING PERMIT CORRECTIONS � L I I I I I I ' 1 I I L 1L J l_11 J L J1 J L J L. ll J L 11 J L. .J _._-l11L J I I ` I — -- 7 - CONSTRUCTION DRAWINGS - - I 1 -- - I I 4 I H 74 / i r�pPTIGA�KlO� �r LI- As-eullT DRAWINGS - ( A i - rEx15T� C - - - ?I- -I - -T �jo1 d _ CI - ---- --- 7r AD I /` I 1 I I I i P20JECT NUMBER: 95.184 D • 68'-O' - ---- -- ------- - / P20JECT MANAGER: KEN KROEGER I U I LOCATED EXIT - _ - a DRAWING DATE: 10.4-99 Piro c c t Data 1 AWCUT Ex15T WALL - - - - � Q J 12 I A .REO'D FOR -_ -- -- ' N DRAWING FILENAME 5184DA1 I 1DOOR5 - ti PUILDINC� DATA: - COSTCO EXIST. BUILDING AREA 130,224 S.F. INr1LL WALL To 1 -0' _ Ie'-O' _ -b" _ _1e'�• WHOLESALE CL MATCH EXIST. •• EXIST. l-IRE CENTER 5,180 S.F. IO 1 I PATCH A5 REO D. -1 - 121' 25'-0" WAkEHOUSE 0 111 �.4 12-0 -0" 36'-0" 54'-O" 54'-0" 54'-O• 60'-0" _ SIVEWALK 7855 SW DARTMOUTH TOTAL EXIST. BUILDING 135,404 S.F. - - � -- -- --------- �,-o• - - --_ _- r GARD,OREGON 97233 NEW BUILDING ADDITION 10,416 S.F. - - - - Ln 8 T V TOTAL NEW BUILDING 145,x'20 S.F. BUILDING ADD! . ION RAGk. COUNT: /REMODEL OROCERY RACK 210 � FLOOR PLAN - CENTER SECTION 21,252 S.F. +�ARDL I NE RACKS 144 FL uFLAI `� O 4' 8' 16' 521 64' I. _ _ - -_ -_ _ f ` -- _- _- - Aml . 1 o NOTES: EXISTING CONDITIONS TO BE "=1ELD SCALE: 1/I6 - 1 '-0" NORTH 110ji E�L Q L ✓ERIFIED. Q 7950 SW Dartmouth S1!- SUP1999.00457.MEC1999.00509 145 of 203 IIII �1 12 � I ( I t i o -I c'" 'IIII IIII IIII 1111 IIII I l l i "' I d t y I 15 16 20215 1 ( I IIII II IIII III I II IIII III IIII (111 II i I f I I II I I I I IIII IIII I II I I II III IIII II IIII IIIIIIIIIIII 1If l l un II Illrllll IIII IIII IIII IIII IIII IIII IIII IIII (IIII _ LEGIBILITY STRIP _ o I � Q � � �� I � � � "� I � � Ih � II4 I � I' I I I I I I 1 I I I 1 I 1 m 21 22 23 24 B 27 2A 29 30 ,1 CDI01 T - NDNI Ilw OL w �� *��1 I ULL I I iAH 1 I I A1'S I t fry. .l�. I 11 r 4 3 2 05 ,��' > 01 T / MATCH TO EXIST. � 24'-Y I T T [24'-4" I I I I [24'-4" CbsTco 24'-4" I I I I I I EXIST. I�J L I ; I ❑ a I 1�-- ExIST 5KYLI6Hr5� I El El w MULVA Y Ex15T.HVAC A R C H I T E C - S I r I I ❑ • ❑ I ' ❑ ❑ 11111" rf SEAT.t POVAAD VMNO $Oro% 'A•E • u I __ t _ u I ..123 No^nr" Wq: S." I 30. S" i6xi-'i:! ❑ '" "75177 3"4 Ia US 177"'79 _ _ _ --- — — _ I- -- I r-� "..WAY AKnn5tt5 MORSS1,001A RENCt =M"T'ON I El EI 30 �� ❑ U ❑ + 30'-b' I Exi5T Ll- TYP ALL I / ---- I �-- I Eh15T - ! 51DE'{a El El Exl5Ex15T HVAC-'EXIST..ROOF ❑ ❑ ❑ El ❑ I I I I I J a �.� El _ _ � _ - _ ❑ El ❑ ❑ El EEl � I I I I I ❑ ❑ ❑ ❑ ❑ ❑ 1-1 F 11 F1 1-1 F] El 11❑ ❑ ❑ L] El El7 ❑ EX15T SLOPE E.X15T.SLOPE _ - -- - - - - - - - - - -- - - - — - -- - - - / — 1/4" PER FT, 1/4"PER FT. ❑- - _ I ❑ ❑ ❑ ❑ I �i ❑ ❑ I ❑ I ❑ J - El � I I E I T5 ROOF HATCH .-- - -- -- ---- - -- - - - - -- - - --- - — - - - - - - - - - - - — - - - - ❑ lJ , , . - S�H�FTS u El ❑ I ❑ ❑ I ❑ I ❑ ❑ I 11Ex15T. HU55MIJVN �\ EQUIP. \ gm ( DI - L- - - - - -- - - - - - - - - - - - - --�- - - -- - - - - - - -- -- - - - - - - - - - - - - -gyp ) I I❑ F1 E D❑ I ❑ El ❑ I ❑ ❑ I ❑ � I I ❑ I El El I ❑ El ARCS TELT: JERRY 00%N.EE ❑ , -_ � ❑ I ❑ ❑ I E_1 I ❑ ❑ 5 3708 -f.Al V � 1:1 • I • I I E31 Ll SUBM?TED FOR OWNEKrE%ANT APPROVAL I 0/29/99 SUBMITTED DOR BL LD`rG FERMI- I ❑ I ❑ I I— I I 0/29/99 SUBMITTED COR 8 C (—J ❑ ❑ ❑ ❑ OWNER/TENANT/BID CORRECT Otis 12/21/99 I BUILDING PERMIT CORRECT 01,5 I I I I CONSTRUCT ON DRAW'NGS El ❑ J I ❑ ❑ I ❑ I r� I A>S•BU;LT DRAW%GS I DROAC'NUMBER., 95 84 D n. c PROJECT MANAGER KEN KROEGER _ LEGENL DRAWING DATE: 'O e-99 5' x b' SKYLIGHT K/DOUBLE DRAWING FILENAME 51B4DA2 I I I I I DEJtiE ON INSUL C,IJR5 A55EM13LY i W/BLIK&U._AP^BARS h 5 x F SMOKEVENT ON C O STC O s ON INSULATED CURB ASSEMBLY WHOLESALE 2 1^L' f'+JRGU_AR BARS WAREHOUSE ' 4� H V A C PR MECH.DWS, 7855 SW DARTMOUTH ,OREGON 9 233 .E cm v ce?� 5 4 3 2 S PLUMBING VENT'ER MECH. BUILDING ADDITION - (REFERENCE DATUM WICATES Top Or G, O rRRAR,ABOVE /REMODEL - IWICATES TOP OF"AMINb 50T.OF ROOF FLAN v; MTI.DECKING) ABOVE REF.DATUM 0'-0" 0 u T v r_ R O O F PLAN O 4' 8' Ib' 32' 641 [M SEE A-4I FOR SKYLIGHT LOCATIONS 3MEGH. FOR MECH UNIT LOCATIONS u L _ (CO PLUMBING FOR CONTINUATION OF FLA#,IN SYSTEM) . Amm2el n, NORTH (GOM�EGt TO neHT-LiNEO STORM DRAIN SYSTEM) 7 ALI.MEGH.UNITS TO[ COORDINATE.) l VERIFIED NI/ -t7i META.DUILDING SUPPLIER PRIOIR TC,CONSTRUCTION ALL MECH.UNIT CURDS 19Y MBS. 71160 SW Owtrr oulh^h. "UP19"40407,MI_C1t"4090! 146 of 20 cm - 11 w1(III (III IIII�11I1 IIIIA I i�(III n I 11-11111► 1111111 nnIn-IIlIeIIIII_II_II►I0InIlll2ll1l0—nll-llu2l1l►lllllll21 v� 2-1 24 1S 29 2'7 28 29 30LillI EIGIBILITY STRIPC o.i,w 2 3 c to 11 12 4 CD In1�YY/Y1�lY�i�IW11 .. . .k1 i 'h. =• 5= t".L'� -- • E =5 -�Ar ': -- '.v�c A N-E $6M E t.T 6 AG:E+T t.5r I . E 6 5A./-5MT.bfl�. EJB:`6 E F: ',AN Pv PAH ct c+ GAp F_k5"h6 ( I IE1) �.P 5�1 �--- Ei RE �Eh' t -c - ' — — -pP PAR,EvS + % :r--- -- RECEMNG -- ---- 711E Cofm MULVAMY A r t- Ei 5+ c c a- c �-OCA"m EXIST POOR � RELJG�.r! E�.;ST POOR, / E 7T ^A— 5 5P- ACE CK «t_ 6 51- c'"•+ 4:IS C1-t QArIE A'c mARDr\ARE— FRAI.E Aro CK ,N ti 5RA« w L.^R ti SRA` :OLC R � -•s c ap+ti+PATTEN EJ!-iT'd ENTRY 1 F-KIT 1l..lV.i fUT'J •Ci'.MC !-Et tiG I:.T.. FOR NEW ,1F,... RrJl.:i�li DOOR•! — .. ' — ✓ \ •'A'C» E•5' MAT:.«TO Et ST Kc l..... w. : .- rl.'7'_= C - '" A �� V / � D 1 � i � �' 1/ �j 1 � � ^ '1 r..vM�• N�-'F^S MtltLClN !!N=! -:.✓4'. s A•� A6 _ •En •a _. 5 6ti ED'S 6 dAL v S•� tiEr. A ti'W 5 6h -� STd E FS �R.'+CSE� til' .-r-Et s+5 R'REsAB ..� EJcIST'd dALV Sr+T MTL E+cIST'6 PAINTED E:t 5'S ACCE�: `En A�-°+.° ,.•: v-_ °.4..:tie VA-4t_5 y — /"'� — E3E"7C— �•�.G r1d15M11rd 9! ..^`Ifi pAltS Ex 5- WA 4Tw g,bh I / CAP PLIISMIMd 1 I �FAI m� T eEra+v sla►+ eAr,c 5._:�pAN�S :�. / I I I / _ "'.►-=,.E.t 3T'd-. I w♦-C,,,E�5'S . O n ENTRANCE t TIRE SALES - TIRE _ Ealli _ = 3---- t `—r i j _ -- clii _• 5 i'__ C AL E 41. ° c. - 1—c. c-5 ;'« cA:E L,.t \—Et S'6 EVTRY 1 �T Extra'VAO _c.i:E .'.r•L E� :+5 5�?' °�E ��L `fin 9+�1CiC= AC_ �•t -- 'Ein 5P AGE Cit • 54A_ `_Cq — a Q: :P -'E- ^C!!5 \'`G4� _ _.'R KOLL�Jr MCT. I c. _-5 ' �n z4 c c - PfRidRti :4L^R ti'ECiR.� COLOR P:cR Ic 111 ti E":`5 10A-C»Et 5-5 /470N E!_!:-VATION -v dw • c'S _ILE _Ev"r4 �O�C1° -iQh 451 °RE-FAB%M. — `En 5A«/ 5�+- . —►1W� AGGE�fT B N 6 N)I ---� JILDIw FANLS CAP W_AS*`6 'O C ICw+rN6- MAT(,M TO EX,ST.T1T MA MA's«-G Elk ST TO MATGM Ex►Srd-� �'A-C» E.5ra All Y -C C��•\pC \ !'11, i I VIII I as jr c_MX . °A„E :6t 41%SR.'T FAGS `'i — RE.00A'W DOM Ffii / \. .. ..— /""1 / C ",, `,•_t 5'S -C IAA-C» E SIC, I »AR yoft-MA li TO 67 =;-°' ARCT -TEC /1lOrp6ED �. :-'0 •E.N OGLE-CAB wT{. Apy PA ti-z- 15-.-. .,rn SA-, 5/+- M*L. i EKIfT. ALGOiT I Et15+6 PRE-PAZ W'". I ct3Td 6ALv SMT ATL. I EKIS-&REGE',(N6 ExIST EXIETd BiTRY/ w :�� .j ff I .. -'•6 oA - " `-q-a '+6 TG dM0 EIU:.^,".5 VAt'�9 ` CAP RASMMd GANOP' GAI10''/EEYOaG t . 3"5 DlL�9.L'6►irNE `•� � � FI rTUtEg—� I - - Aci -cc 01C RAJ%6M' r Et G- r am s SAM EC 204 Cw%:k-E%A%-Azzl l- _\--- - --- ----------- Cti __ c �Er ?AOC"+» AGE CK _o_-� -- t gr T c - — `Er AGE CM% E 5 C.C`"VAG OR 1 ExIST6 5►�OCTw A(X Cft EtiS"6 SPLiT cACE CMU t—Ex'ST6 BEGET S L 1E OF EKtCwvEtti ?'- r' pie=, ' A-_'-Et EuG RA !RE6RAL COLOR NTE6RAL COLOR DOORS RG6DOCK 2/2'/99 �1 /470N --- Y Y S A =4C.EC-\-M9Ei 95-'!V? -gO.EC-VA%AGEi KEN Kili :;i NG DA-= I !� COSTCO _ _--- I-- -------------------------- ------------------------- ----- _ WHflLESAI E -... • _.-_ e e e e � • ¢ . ;• ; • �i j! EMKA15INT. ;I 1� • • �a • - a e i TNOj ..... ¢ ...-� 1---- - ¢---- .............. 7855 SW CM .-. GAR:,0419%233 •. ! e e _ 1 e e • • e i -.-- • • I • • e i _ ! e e • • e � i � � � 1 i 1 � � % f � % 1 --�: -- - ;_-_ --_-_: .___. - •_-_- •_-_• •_-_, - •_-_, �__� BUILDING ADDITION /REMODEL ELEVATIONS .6 E✓� L� ! tib 5EC ON _— v v SeCk-F. 1 '6* Am3o I L 4. rm"Dn•maAl+str SUo1/M.0ow NECIM40 9 1 147 of 201 _ LEsiltliTrSTIli► a a s CbSTW h 1111!a IHlzIiN'lliili Eflll IIII111111:111t�11u lllnpi i!%lu�wl _. e e 9 o I t 2 13 a y e 9 20 21 Y! z4 zs ie 2-P 2829 �c cow: 3 t '1 '4 p tea, • r, �-yc � I I I >�i: I�I i•- y • �E"•'�tA^�-oG'^E44M�A�_�!5/6-*EAk�"ft.�R^KESE✓,pR•5ROrr4F�c 4�/S.'MD-OE_^KIgE' A'i.-t_m-I_ . �{}1T —. 4,— -- --, —\``I�j��!I'III'It�I I-~,II I�f II-I'�i IIi�Ij I i I!jI�I j IIIfiI III i IiI ,:,..y._-I�IIII�I III��III►'—I II I ��„'".4Ii!I�i�'3i!•R^-Li��.i,fi I(IirI C_.h_E_II~I __F' ___ �—��__IIIIII_!I I I I1II iI�I_ f •CII —�III-�*�I��- IIIIIII 1 I I i j IiI��I'I II!! —�i►IIIII I I I��II,�!!4 1_-— —0 ^�I•-r--- 7 " �—OIIr1— — (I--}IIIIII t . U—I�!I III — �%—(I'/-•IIIIIIIIIIIIIIIi•IIII iI IIiI�i I II I IIiI�� I �II I-1TIIIIj II jI I, Al ; 71 LT� R4 ac*JRC SES 01 virkS "IRE 'E Re cn II I�IIII IIII I IILii� I II!IIII I — - — _--.— N N �E3 f=MULVAJNW ` A R C r- I uF��ME�_IUtLIC E,:ICaHc rcI..bswl�_is�c , c•�tn,.r s°S iutaz:i. •>iGi• :-. 7 4i s ipe w ' r AjtC-TE.0 c E:oyce._S4a +yv.• A' : - ` - M. .r•1. .:% :% v ~ 'C119199 5.3M"E�°c:?_ NG-. 4. F.�". 9 M•-9.jC- . : r- 0/19/99 CONS-R-7 c =aC.EC-%_MBER 95.'@A =RC. 0 MAI-AGF K:\KCEGER ::ZJwnG Ak.: . BE O ,KATW / R°EC E" 5 G rt NVIAL&IL6 DOW%G _=nrM- 5'5tDAt.' 50OR aRCR Tc ;c*dTRU*ON �I•S�� To �M r, �aft „�� FCQREnew COSTCO �.wE Tc 4S-A11A1n0v GENG WHOLESALE -AN 8IjILpN&: EE*= O WAAE-OLS! FLOOR AIM 7855 SW CARrMOu� :,C*-E :W � _PZ A55E`-ft' -GARJ.04EG0%97233 AREA *C BE /E41 IS 4C205-Se 5cRR6i•R eIRS .N'S . 4CDS'lOO ;404 SF 45ULA' C c” ER&jL,REAR /E ' 'S S i b 5C 5F BUILDING ADDITION /REMODEL REFELECTED ATLLAn/w. CEILINO PLA►`: s06lSf _ 04' 8 ARES OF ANTS = 5061,10C 5C 5F FLAN ' 4'GTEDCELNGpi REOr 4k4m OF ANI ■ SC50 ■ 2 YIN 8CAC's A=491 +EAT NORTH ?M SW Do outh Str cwwno u or "3 EO r r 2 13 1'7 pP 2C 2 23 2e 2C 2e 2' Ze 29 4f LEGIBILITY STRIP 17 .a•w t wsn,n...,„u,. .ur.ru.,,awwr aamw..».a'w. •••,«eir.M. +..., ,y.�{ 3C I 1 P i -a i I i J J fl `F_rl 7 MULVANNY ell y �• a.a ,,_R'= o a-- a_ •t��✓A•+t � rR1�� 1 __s _ - �__ - . - •a.a 7 s_a 1 .� EQUIPMENT LIST .6 _ - e ! f�t.•F •►. .�:+1. e.-iir- .-.+ ,� -.. a-��-�+ may• — Y .-._ va.�� C� 'r y�tJ� •.i y• VIS. •1'h .' / `ep - - +- ifs �-+ c -+'C w+4 !. •L1�1 .- `. _ - -S+- -r a_-r'MF.y,o .'�•= a- '`''� •••£y- /' ..► � 5 .Rev :-.Y.A-:.A ri Qw•"!— r-+-:► :'f•_ ra .- . . ../ ! — �+`C: r\ "E,:•• ' eek. re y-_• - - ------------_ �' ,�+f+ETt ,a5'sQ -✓••t•�•� -_ _ •••mss �s �• eR r v y -_Ra - cue-� • • t -- .• = � � - ti s_ {y•� LA.tiE- Ate'`+_ �. Ef:� `£y• t' •C-�y r� _yp,•t.. "' .- .ate r.- .. �J .\• - _LA -10 y .:."`E .h .LL•t. r,„!_-_,_ `E+ _ r Y. �' _ . •• __?,tip ._ .. __ -. - �'.''f- _- --- - * �a.. . _+�"'fit _ -- - - •:1.. / AA — _�--_v a '--c Y s T• �— _ -- - 1 M � -�ry''.+•Ri_ • � Q�♦ ---- sc •. ., rc^ 1 i �`i, c- 1 -`� - 'i:»�y,11`,yfi t_ti!i�=;�:i -- =V= • c" eerc -t,- '.I— f -_? c 0 COSTCO ::�s�►z-oarr�t-r • c e v-_ -w.� • f• .. _ .1 �•- - -✓�'� M-�'� u -; WHOLESALE sewer — , _ c•-r.�x -- — - ^ ? ss:� -v�_ —mss- E' 117- a'►�`c �' rt — - — -- — — D �!� %6. 0` AA_ � I BUILDING ADDITION .� , � /REMODEL a �e�w �1n •r' n4 ° c r• `i• LY "EA•my C4.6 NG1D �j ENLARGED PLANS -`ti's► _-''4 F- N=f 5= r A'?E 'z# (I�o FII A- `415t i A-�t 4Eal.' 1 -4-f %-CR CR o%Af. C • RE _'q."61 _i CAGE C%� 1,1 -7' M._? a' _ 4Et/14ME7 'LANINF PLAN A= 591 M sw Daptrta"10,S& OLN"m-ar'hflldCSO! CbsTw _ LE3I1Ili1Y STRIP r 3 � �.__ � i ,.-..r ,..,_____.... ._..,. .,.. .-. , _ _.-._-. _.,.:v... . . »�:.z.�'•- __. ._.._..__:•,:.. _ ' - _ ;, i • 10 �! fJ IA t �• 1f 1• -9 2C 2' 22 23 24 2!� 2e r' 29 c» c D NOR -M� f yl .t. 70— t � � 1 v c2 ) 5W;L YIN&UNIT ----- -I _T MIG1 -TYP - - � TATION � g-O '�/• Y I 51wc M GJ 15—}- —� ,� 7\ - - _ 1 R=�T j —'— � � I � -{ F17-11 I S 5' II 11 II II II II II IlLI-11 ] � A-S3 I J -7-4- - } I 1 I I 11 II PA i 1 PHL.RN Y ! h- –;� -� j D6"1O S.C I Z S �G w TTyr AT C40LNTER&M.I.G,- inn 3i� MULVANNY PARKINS,GIJROD, s I 51pEavyA�K — �' _ _ _ III II II II ARChIECS J �L U O III 11 II II NEARING ,�, 0. 1 ..L. I r--FINISH MLL- 1 MATGM To EXIST 1 v I GL. -OUNTER 'N I GJ (44 4-- - -- . ... ..... -. • --- - I -- 14'-1' 9'-D' a'-0' 4• �'-6'(a EO SPAGE5) a b, STEL�IN6 JNIT M J II II II 11 'J I -� 1 - _--{ J ) _ - _ — - - - - OJ: 4a+.• My. S.• !IX S••.v A. :l;,„! i ED6f5 II I! 11 II M vy.%r ,ac.evs n:=sss suv;! w' MTL j I1 11 ExP II !I Ex15T F ANc�LES TO I I :!&ARETTE I I RR ty T ; n� )h- 5T(� E I�'�I [= ((� If 11 II II G(1mr. O O O n U I. NII II I I I I I 11 II II 11 II NII II —��J � _� — \ 11 II II 1 II 1 II NII 1 I NII q ! II II II E i!ST I II q d 0 I � II NII N II q u q II II 1� II �--ME►+'S 1 I! U II N II q II N I PRO'/'DE s+G —DEMO Ex IST. I II II N II N C N II II II I) Sly OER I \ l PHARMACY q II II II N II N II II II 11 ( _ II N 11 It II 11 11 II 4+ II NII II it II111 u -�--- I P q 11 II II q 11 q 'I II II N II II !I N I �- 'I, II r -1�- d II II N !I N !i q 11 11 11 11 II II II II II II i II II I II 11 N II N iI N �I li �I I; I EAiST I 1 II NII it it lid p I' II II ,I I, I !! II II N II II II 11 'I II II q II N II u ,,IEyr rENGE Ij jl �� ! If II ,� EXPANDED - �- II II II q II q q 0 II II II II � � II II II N II q 'I � II II it I! U II II N -. - II II fill I! �1„�0 I„�ALL � II G I II II II 11'11 II II N I It II I q q II II a 1 q ti 1 �• f VENTS 16N�T5 q I! q " 1 11 1 II II i II I' N II 1 II 1 II I) u II !I II II II!'d II ! II q II 1 II 1 I II If II !I III I II NN:J•1 SATE � 1j`� h. PATGM YW�L.. N'O II II II II III II I I I M I GJ-�� I �-s4eH wewa t1 z) �96AII•M�,TC,�+TO I � � ISI. � �.. ... .� -- -- L—J__J � r �% 1 I � ;. I II II !I II -_- --- q -i�q II —__ � -•-* .=mss3== -==___ - - - - ----- r DEYOL TION PLAN 2 ENLARO Er✓' FLOOR PLAN_ I x 5 m= bMd(FAINT) 6r� PAINTSIO — •{�• TRIM(FAINT) 5 /^ I• x 91 MO TRIM J're 'RIM CEN SO LG J —� (PAINT) PA V' p°ANELa O 4-0' ■ .10-0' �'-IO' � -R I'{�• A•9.1 -----i_—__-- cNa�TNaR ON wA�L----- _' x 4'SUSP G66 Sys -- 90DW AREA DENOTES TrP �A11�.(PAINT) , 10 2'-10' 'I PANELS• 4'-0• r 26'-0' ]-10. --- --- -- --- YV LAY-IN AGOl15 `^E'AL SEGIRITr LX-GK _� PANELS - TYP10 -------------- Tyr }, 1 4 7 Y _ _ 16 -_ ~ L + `uVARD` eA`-'E ARC-TECT -1MI - IG 41 tuDDER SASE-x_w TATION �- ANDD STOR@'RONT i��RR ~ T PLA,LJS Ad l A-4.1 I - i n - —G iAMFt7t ENCS a' RllDDER DAX �_j MTI PRC�ANSLE5 �GOUNTLIK M.!GJ •��G�� '�RrLI _ 1 - �PHARMAGY ELE\/ATION 5 i?h ELE�/. R`� ELE`�. v '' — � � ; 4A_4 S MAN R11�R5 -IO S• 4'-0" s I�'-0' -10 1 F [) �( CROSS TEES �.� i EXIST, WOMEN'S SAFETY GLASS r rr w rr Mt i M.....w w•....ter• „ .. + R R.GLS. F -•�"«...-+.,-- .• M.IGJ w I• -- -- SJBM TIED FOR OWNEIV'EtiAhT A"PtViA6 3/29/99 5L5M'-E]"OR Bl,L]hG°EW 1 G/29/99 Sl.9Mf"ED COR B C ! I EXIST.MEN'S RR_GL6. I M.I GJ OWNERrTEhAN-/BI]CORRECT OSS -- �s I •2/2'/99 1 Bl.L]tiG'ERMI'COVECT ON: 1 b R1/BEiER E3A5' --- CONS'RAS dL L']RAW%GS I + 1 E� LEUATION R,`� WINDOW WALL LECKE 'D 11 1 M G OR CLO `�; 1/4° �RO:EC"vJMBER 95-'84]. V-t 70• _ - SYSTEM 6O ' H / TL BU IL INC °RO.EC'MANAGER KEh KROEGER a I DRAW NG]ATE 'C A-99 - --- - - - - - -- - - --- - -- - - �1 FINISH ENA SIDE PER. STLIVS SGhODULE ]RAW NG;-°NAM° 5'9a3A5? SEE ELEG'RICAL CRAKN55 FOR LOCATIONS OF - - - - �- EXIST. - --� - J ---- - v rINTLIRES IN 51)SPENCJED CEI INS SYSTfla I �� c 1 3 5/8' rITL. 5TUD5 A 16" OG. Wl a .. ALL GEIL!NE EIRIpS TO GENTE?QE7 IN ROOM 1 �G) GL6. ^ UNLESS CTkERt^uSE NOTEC. s.s.9.,.�.,.s�.s�.�,.s. FSOL*vINISH NS SIDE PER SCHEDULE V STC O R'RC,/ICE 5LCCII IN 5 FOR ALL RESTROOM FINISH INSUL. BATT ` ACGES5/IRIE51 DIAPERDEGKS HEARING CENTER EQUIPMENT LIST WHOLESALE 3 5/8' MIL. 5TUD5 • Ib" O.G. wARC•-Ot,SE i "' FINISH ONE SIM- PER SCHEDULE 7855.5W CARTMOJ"r -ter- EQ DESCRIPT ON MMNJ`ACTJUR MODEL v0 PPROV 14S-ALL REM AWS 'GVD,OREGON 97233 R E 'L E,` D G E I L I N O PLAN DISPLAY FREEZER / COOLER WALLS __ y I I CASE SOIL -- ADA RE615 =77T _--�--- 61 MTL STUDS 0 16' or, BUILDING ADDITION 2 I CA04MET S.O.I.G FIN15H EA, 51DE PER SGHEVM LOW-WALL S.O.I.G --_: .:_- 6' MTL 5TV[?5 0 16' O.G W/ /REMODEL 3 I UNIT L Tr 5 1 5 S.OI G - FINISH EA�51�APEER SCHEDULE ENLARGED GARRET - - - m ;ON•�.GW�Fi NI 4,4 PER SCHEDULE PLANS 6 I SOUH<7 SOOT1`1 G. e a * T IAll"IOLOSIG CGKEL GL-16 5ROOM .10. NGTE: } J ` a I LNI L 50.I.G. THERMAL TO VERIFY WITH THE SIN THE INTEONSRIOR THE A _ • o THERMAL NSULATION REQUIREMENTS IN THE INTERIOR WALLS. > > 4-16-94 ALL DIMENSICNS IRE FRAM EXT. r-AGE OF OUTSIDE WALLS 4 (ORID) TO CENTERLINE OF INTERIOR WALLS. 19f50 SW o.runautn Str. SUPI"S00�97,MEC1"111-O 09 1 ISO of 207 ' ,,,il�i�!I)Iu�InI�n111n11�IIi�!rIIUIIIIIilnlllnn�IUll!In�un uu�I;nlnnll f1'IUIInu�lulllnynulnullnlllnl�Inl InI�n�1�Im1n�I11u�I�lI�jIIf1!II LE61®ILITY STRIP Cmo 2 3 4 5 vj •1 L© - 10mnm-I cm 1 I I 1= 1 14 ID 17 IB Ip O �'! 22 23 24 2d a® 27 28 29 30 C D I I' N, r .>s i I II 11 i Is-�• I F- ;f FLUOQESGENT L16NT5- - -1 Is'-2' D-C'" 1 CONTROLLED BY SkiTGH I SHADED AREA AT DOOR 4 GOY* BOx IT DENOTES 501,•:�BATT5 m m MIAMI= go INSUL ABOVE - DEMO EX15T.WALLS- qq / PATCH 5l.AB- EXAM ��T - _ Tr' MATCM TO EXIST. 1 I I 5 IO> L - _ I 15I INCH I / I- - - 4 `3 - I _ A-� ti G G GLb I I 4 ; L J r�r- lYP. G O NEW RACKS 4 _ Id wt STIBL7NE�BA, K• 4Ev1 -- r�AT_D SEE 5TRT- R q I L, 5 — TYP - "�OR5 FRAME 4 PAINT TO MATCHNEI i 1414 - I S, 1 5) j - - 5E::A T� SA'E5 EXIST- TYP \\ I I NEW r l`- E - - - - 4 ; IOi O' RE,EPTION L' i;r-AANVE56ENT - MULVANNY C-ONTROq-LED BY T ^. ! `J 1- — A R C H I E C S A) --- -— �, � — A ) `REHOVE GMU IN � r_�n4 lurs 'or.MC !-liLtic i ��llll 5A►Y'fTOOTH PATTERN - / - 5AW_,JT VO.LL N L—COWrWL GC M50LE WILL KALL 1 COW !: w+., +w s.• !wt 4w� N� :1;� �:, ImALL FOR 0 PAI`IENTr)Rl(Hf TO MATCH Ex15T , ,7lwa:444 NS4?7,79 RELOGAT! DOORS FRAME FRANC, AED DOOR 501 GJ S.G TO N..AM%e YOK•!CS RD-fu4A& SNVCS ::4rv 4►'A 1 FRAME. 1 HARDWARE - PROVIDE POeem i 5ECOt�'5ATE5- iWiL.L TYp SEE ELECT WA"- MACH TO EXIST DEMOL 1 T 1 ON PLAI ENLARGED PLAN _ RZFLEGTFD GE 1 L I NO PLAN M RRat Is 0.1 V)— TFe1tM05TAT n I 1 DOOR STOP -• NK T � _ _ ,i-G,O.A UNIT ET_ OUTL - r---- r- _ ' � - ISA.LG! i SIWASTE 1 T 5-wAr 'S' GOhL so - SEE ( 01 ✓ WAMR SUPPLY • T SKTCH FOR R Y _ I w. ' M ,•�'O• II Ir ' I 4!!►!U+ '^ FUJORt5CMIT n 8 O N ELW C*m66 ' tz -=-_- _ - _ LIGHTS ONLY iin 4'RUaOER SA/! I �. 4'-4 1/2' \ '�' ��•�R =�°'`-'E -' � PA'�E1t FOR - -4' RUDDER BASE. ` c / 4•0' ;r-61♦' WATER HTR LOG TSE IF CA135i'NET a' RISER BA5E a R;J '}R 5A;{ .7l'iF%fCN' .,TANG --------' LOCATE OUTLET10 F LOCATED SINK, DO NOT MIND EQUIP,STAND HERE, SEE MEGH ATTACH. LEAVE A5 MOVABLE UNIT —J E\AM ROOM ELE CATION EhAM ROOM ELE'✓,ATION E \AM ROOM ELE '✓ATI ON .� E. ,AM ROOM ELE� /AT ON EXAM PcOOti' ELEVATION 1/4' a I'-0" 1/4" • I'-O" — 1/�4• I'-0 --- - -- — 8 ROOM FINISH SCHEDULE OPTICAL EXAM EQUIPMENT LIST NO . ROOM NAME BASE .,.jUR WALLS CEILING REMARKS Ea S'p-oV/ hG DESCRIPT 0% MA%.IIACJRER MODE.VO 1'«ROV �.S•A REMARKS SUBSTRATE .-I NISH - MCm;W: JftRr Q.I%N.EE M ■ MEDIUM TExTURX REFRACTION GJw 6G P1W."�ipE N - I Df'SK INC'VSTRIf'.S GONG 16-002 50.I.c POPCR \ 5 • STANDARD TEXTURE FLOOR __-- �C��D .1 p/� • / B ■ BASE INTEE,RAL w/►BALL 5 0 V V 1�T 1 3756 W • \\ • 6 ■ AT 6 W B WALL5 ONLY ,� CHA R - 510 L\ ,. _ $ +� N . BASE RfOUIREU DRAWER - _ MOYEASLE � 5t, . :cm,-OLO�+ENAMEL 4 ' IMIT 'OIG SIT ,� Ex • EPOxY PAINT T CONTACT 5010MovtACILE � - a S - LM,TADLE: - UNIT �� \; •1 t BY REFRIGERATION Gd►�ITRACTOR 4 F9JRNITi11tE t g I O. (� •�• �{ •N rew MMM, o .A w !E R! `5 I>' z a of 4 N Fi �i z a «2 GM8 ON FRA-W PiALLS - -- - -- •^�"■'�M rt M Mer w....w wr .•.ssaw >.•ar_ 10 2 SINK ,. .. ......... 105 SALES FREEZER • rI • • 51.G. 104 SALES FREEZER - • • - • ; • - -- I I I HXAT ER SIG _•,, •,••• "` SJBM TTED FOR OWNER/'ENA`T ADPROViIt IIS ,•£AT 1 DELI COOLER • 5 • I`' • 12 "I HE - --- 51 C IF REQUIRED - -_ Ile SLIc;ING DELI _ • 5 ,, • O2 PUMP SEX MEGH '01'29/99 SLBM-ED°Ot 8L LD tiG°EW.i' Irl ROTi55E1RIE C.HIGKEN---- ,- • - M ISP - • 56 02sie M+A—xctRion - ` _ 416-4A 0,'29./99 Sl BMI"ED ORB C ID PRCVVC E COOLER • • ••� - OWNER'TENAN-/81D CORRE'_T C%S • -- - _--- --- -- '2!2'/99 �� BL LD tiG°ERMI-CORRECT C%S 151 FMARMACY • • '� 56 • D0 C )"S'RLCT ON DRAW`GS n 152 STORAGE • CD • 56 • DB AS 8l.L'DRAW NGS Y 1 L L.. 1�E E `l G - 155 LAB . . . 56 . - - - 0 4 STEEL DECK ABOVE GEILINIS - - - -- - ---- na EXAM ROOM • • • 56 •� N EC*0 HT.PER DETAILS --------- GMU TO 6'-0' H W/ MTL E3�LV,NG `- - - --- — SYSTEM TO TOP OF PARAPET IEARIN6 CENTER ------ --- -- - - 5 5/8' MTL STUC5 a ,b' O G - _ • -- • � 56 - • - -- °RU::C'NUMBER: 95-'84 D FINISH EA. SiCE PER SGHEDULL- =RO.ECT MANAGER KEti KROEGER •XM,VMMvVArli r:rans 5 5/8' MTL 5%vs D 16' O.G. hb' ----- - - - - --- -- --- DR>WING DATE: C d 99 5(00 INSUL DATT. DR1W'NG°.FNAME 5 94-, 3 FINISH EA SIVE PER 5GHE>7ULE 5 52`' MTL 5TUD5 a Ib' O C / \�� ✓ \�' we (� �� T T T'v� -��," ✓ -�✓ �' \ ST CO FINISH ONE 51VE PER 5GHEDULE D O v t7. ' `. ,, � L D LJ i� 1 ' , \' i��\ - ` �' ` '�� WHOLESALE FREEZER COOLER WALLS MARK DOOR FRAME HARDWARE REMARKS WARE-OLSE I ' -� 7855 SW CAR T MO_-'- � WIDTH HEIGHT TYPE THK. LABEL MATERIAL HEAL DTL. JAMB DTL. MATERIAL GROUPLOCK rLOS THR.4 SOLID GORE 0 --- / -GAR),ORF: (,.7„ HOLLOW I'M. 1 =: FINISH EA SAVE PER SCHEDULE 5 _ 3'-O" ,'-O" G WOOD _ -- _ H. MTL. , • • • _ HOOD DOOR DcoR ry 1 b' MTL STUCr.5 a Ib' oc w, > 26 (2) 4'-0" ,'-0" E _ - H. MTL_._ _ --r: H. MTL. 4 • - — -- ALARM w/_DELAY D �• A5TRA&AL 5ou►ro INSUL BATT ( 2, (2) 4'-0" ,'-0" E - j H. MTL - I I _- H. MTL. 4 • ALARM w/ DELAY ----- - BUILDING ADDITION •' FINISH EA. 51E7E PER SGHEax E \ 4'-O° ,'-O• E _ H. MTL __ _ I _ ._/__ _ - - - /REMODEL _- _ _- _-- H MTL. 4 • ALARM w/ DELAY LOW HT WALL- 5 5/5' ►ATL STUD5 2q (2) 4'-0" 'I'-0' E - H. MTL. _ - _ H. MTL. 4 • — -- �`^ • Ib' OC FINISH PER SCHEME � ALARM w/ DELAY - 4�-0• 4� 4' ��' 3o (2) 4'-O" '►'-0• E - H. MTL I _ - _ H. MTL. 4 « ALARh1 w/ DELAY ENLARGED 00"ACTOR TO VERIFY WITH THE 5nCIFICATION5 T?E 31 3'-C7" ,;-U' G - HOOD _ _ H. MTL. 5 « DOOR H/ HALF 5HELF THERMAL INALATTON REEQUIM ENTS IN THE INTERIOR WALL5 ( 32 3'-U" 11-0 O HOOD _ - H. MTL. 5 PLANS T ` 33 2 4'-0" 1'-0• E H. MTI.. _ H. MTL. 4 • ALARM w/ OMAY I ' CE-:) v LL CIMENS11045 ARE PROM EXT FAGS OF OVTS,DE WALLS I 2i 21/�q (CAtV TO CENTERLINE OF INTERIOR WALLS, a A=5o3 { R►IF��TO��10• Cbffw J I I N V 103 cm j"191LITY STRIP pw°.:p 2 3 ♦ >� �;,. I I I3 14 1 , i'7 e g 20 2' 22 23 2• 25 26 27 ?Q 20 3C ;�I I .p I 1 ��) ( q ) I I � q ) �■■�r 11 -R I —1�Erl Dr'.�R NEYV IC �-- REMC/E EXIST II _ I � DOOR-PATCH I I AS REOL- MATCH A-42 I TO EXIST I f DOOR O O �f O o O I I I I I I I I II p I I 11 1Q q.-d• - I II-- - -- -- --- - II II k- ---- 4 --DEMO ICE i 1 11 II CREAM BOr I 11 II I - I II II II III { PAT(,H FREEZER 4 I I I II II c 11 II II II NEW WALL A5 _r48A5REQD- _ _ _ __ 'HATCH TO Ex15T I I - I REOV- INFILL I 1 1 \ s 4 MATCH TO MULVANNY I I I I II 11 I I I I I I I A R C r I E C 5 1 - --- - -- - - - ' 1 I I K-ml sure ro41%,.c 511L%G wry, •A.N X15T1 I 1 - - - -Eit15'f. - - -- 1 I ENW. I I I I I I I 11EEZE 105 1►•4 I I FR I f I�4 I I I I M..VM.\V UC•r'!:'S HvF!SLUtiI SfN�'. :�1✓4'G. II - II 11 11 II I� II II 11 11 I - - - - - - - - -- I II II II 11 II I I I II II II 11 II II 11 11 II I II II � 11 11 I I I - I - - - - -- - -- - - I I I II 7 1 - - - - - -• - -- -- - 1 _ II II II II 11 II 1 II II I II II � n II II I II - _ I II II - � II - - - - - - - - - - I II 11 - --- - - - � J voo 5 II III O �__ _ J o II I I I 11 II I II II it 11 I II I - � II II � � I1 - - - - -.-- - - - 1I I I 1 I I I I AA A-q l II - II II II II II II II II II II II I li II I 1 - -- - - - - - - - I I I I I DEMO PORTION OF I I I EK!5T FREEMR- 1 I I RATCHORS- -- SLAB - - � IIII 11 - - - - - •- - - -• II PATCH - - - - - - - - - - I I I I A5 RECD- j II t 1 I I I I II -- - - - -- - - - - - i MATCH TO EXIST. I" /o 0 'y) I i t�• : M -A �i. cbgrco MULVANNY A R C H E - 5 9 LMI VA—.t 009TAND S,"t^.G 505'Gr •A"t x'120 *w S. f)OC. J«ww. NA ;a �« 425 122 Dau "a 425 122 4'29 -w-,w•^.:«. 1AlAVANW' A1C-'t CTS AD"tSS ON& SIMCt COIg1A'UN 4 evRID) GAL/ SHEET METAL GAP FLA5HIN6. SLOPE PRE-MFR METAL WALL -a. TOWARD ROOP iPAINY, PANELS, MATCH TO E\15T, -TYP. / MATCH TO EX15T. SONT &)ITER SLOPE TO DRAINSI — STANpING SEAM MTL. ROOFING ON STEEL JOISTS MATCH TO EX15T - TYP—� 3 2 w � 1 _ ✓ -BATT INSUL. W/ - /INYL FA 1140 _ • ROOF 8 WALLS. - PRE-FIN SHT. MTL. AGCENT +� O" AFF MIN \ BAND TYP CLEAR HT TO BOT- - -- -�-- OF 5T'RIJCTURE +IB'-O" MIN TO TAPER OF JI COLUMN I I I I � I I -- --PRE-MFR. MTL WALL PANELS TYP. MATCH TO E\1ST I I ARCHI'EC' ERRy Q.INN A! ! I "MAIN FRAME" tl COL. PER MBS MA I —�- - I T.O.B. TOP COURSE IS I SMOOTH FACE . y4s nw�w�e r. s:w a.ti e w•w.w.n MATCH TO E\15T. TYP, ISUBMIT-ED POR OWER/-EMU'APPROVAL I 0/29/99 SUBMIT-ED FOR 9�.DING°ERMI' I 10129/99 SJBMI"ED"OR BID SEE BLDG. ELE✓5. OWNER/TENAN'/810 CORREC'I0N5 I FOK CMU PATTERN- 2/2 t/99 BUILD NG PERMIT CORREC'IONS MATCH TO E\1ST. SEE . FLOOR RUCT. SLABR4,465 I CONS'RJC'CV DRAWINGS GONG. FLOOR SLAB _ MATCH TO EXIST. AS Bu-T DRAWIN GS — _-_ 12 911'1. SEE Cl',/IL DRAWIN65 s I FOR FIN15H GRAVE ;° ELEVATIONS m FIN. FLR. LINE (DATUM) PROJECT NUMBER 95.184 D — --.-"M) �- PROJECT MANAGER: KEN KROEGER N DRAWING DATE '0.4-99 DRAW rlENAME 5184DA7.1 V BASE COURSE 4" PERF FTG DRAIN .. i I E FREE DRAWING B,4CKFILL - WHERE COSTCO CL RIGD F' ID BOARND.-� REQUIRED BY SOILS - - IN5UL., TYP. - J REPORT-TYF'IGAL W H O L E SA L E o . 4 - WAREHOUSE G _ ' ' FOOTINPER��`� 7855 SW DARIMOIJT"T,GARD,OREGON 97233 v STRLGT. DW6S. L--- -- -- - - - m i .r; 2 TYP, wALL 5CGTION BUILDING ADDITIOI\ /REMODEL 0 WALL SECTIONS t 1'L �.v w - ■ A- 7. 1 4 r 7ee0!W Dartmouth Stt. SUP'eee•0049r,mcIMl."s" ��...' }ea or mi _..__. ....n,..1'r.•-^ illh II111�111!HI JILL n ulplll!R I111'IIIH}I}f 1:1;11111 IIHIUJi LEGIBILITY STRIP OO 1 ! + 1 t I + .. _.._ - oN.:q f 3 d �! D 7 A d O ! ! 2 19I 4 IA 17 I'A 19 iO it 22 219 ?4 217! 2'S 2•>• 2b 24 90 i WIL ownew 1 +i (Rol :,5 PAhI By '-121.5, PEIZ x1_5-- A. PRE-F1.--_-E_r 4 AA_ GRID) -%—A.:- -c -,,4z—r- PEQ PAW_ 51, MBS T r,LO`x)RE 6A5K.ET COW MTL 6vrrL4t 61111111ILY.Wr HTL C-01PNIS P AI%E- E.• 'A 13 5 PARAPET 91RA�A N6 PM W - c*ZIPE To MAIN C41NIT CLEAT By mas.(PAINT) t -935 7 EqER P�.A-E a 6' n x a' - = CA ExTENC- 1,IiER 10 PCIt FT rK LLZ' 6 AI ,T g_Ik_qR,_'* 5,kEPLE-PL*,r WID-10111RANE LAER EX7FW 6F r%A" O`1'ER MTL.. -IRB 51 X� - 5 E.-EIC. OCT. 4w 6#cvt COLI ;D PLATE 5-4-F F1_A5r*Is*- CONT J;'R ovAI ROM he ON F-AN,&E re_:' __N Ile SLI PIRIAZ I L A: !_ J01515 PRE-F N 5pfj� HTL eth,_ mTL ROOFING ON STL JOST5 -E,'E- PANEL 5Y M.E�5 — - F BY MD/ i -5 5AL 5CREee 14' 0 MAN f ME-PI N4% e%AIL_ MULVANNY T 1-t ON WTL FRAMING By B:a A R C r E BY WD5 kA,1-4 46 Br 1-4a5 rkAI No S'f 1-1 B�5 ft-r" -VOrl,Nj5 A5 RE IRW R_ PER P -e IN05 CL05UPM &AISOCr lo o NE-'RA _-*e PIC-MOII.A. :0V:I BATT twh& W. FAGSPx_AOR.K.PE u R""07 DRAIN 5CUFFE""' 0U77__R PARAPET COPING H'/AC r.,A5 131.20014 "IC 11005 51 SCALE -1",8,-0' 13120015 V.ALE 1/2-6 1-0. 07110012 Icp vv 110M C14WMA41ropt MITI SIPINO ON BAC44.$VC OF VAJR.Apr 11,1WAIL,ROOPIN19 .1)N PARAPET FRAMING 1 WrAL.JOISTS BAN OF 010A1 AN" 4 F_ 777 It V t M V V V MAW46 FRAME WTL SIM 51"T, w hols 5 — CA kq- ARL BY MISS, OF 5c, Moo ANOSLF 7 _-AOF I"01- ROM OWK PW!NISPW WK"ATW MffTAL BATT. INKL 4 CAATAIN SOAPM 44INT.(WILM Lo A!f I- 1*� P- Aftra 110,11F,11TV By MBA if 11 if ir A"PVVRA","'to BE OTIML BEAM-------------- ZIRIA N 5CAI ey 1-4.5-e TI MkAM**By M 9 9 5E!,M C eRAC NS, ft"M"lop -------------- AS n 5Y LOCA. 5u_-16 OM BATT IN" lov IVIWL 0`011I 1;117*1,r ItT&.L V kio-.:: ♦ A" PeNrRA-c1* TO BE A_r_R-ro-1 BY LOCAL.BLDG. CGDE oo^ BOARD AT BEAM CURTAIN BOA':) AT r, 'R 7 A I N 13120017 13120019 13120020 131.10006 _6:c0:4 riz If_11R_:1115 PER I:_-*#; VAC cr MCC- C-ONC PAD11OP-It oEQ r�DSIM TROVIIEL 01 PA,,CE _-r STEEL cc`Lq1^ A' AMAeC- "OL&O"WIIL POOR A MRAIM1,1111tAiNT) I CONT SEALANT I lkm By mas -Y'w a 10 f BAI ROV ............I ARC-TICT Allkv Q. '-0- Arm SASH 5LOcjr- 0* APF D RAA MR VAINr Ile JOINT VI Top OF TO MATI:66 PKAMIV soa-SOLID ctwrH cr JOINT PR!7"Opk%w 'JOINT SEALBt KCTO • sib 110 OF JO�NT smoor-FAtCE TOOJOINTS JOINT__"� C.OVR-c;E ov 9000 JOINTS WORM Ll�Z OF .1 'ro wo SAM`T!C OCR-_WN-VE%A%-A�vRCVA. '01,29/99 ti-SAA_F)'-^14 9-1-1%G 2EW HE CONTROL JOINT METAL WALL BASE AT CYU AAL61- SLAB I FA:� AT E 0 R 0 OR 5LAE3 FA17) A7 E,".—oo`,_="- 14 — SCALE ., W ✓DORS �q:A _r, It -c' JAM SIM, 08110007 0409OW1 1-1/2'el'-O' 05120004 1 �z !5 SCALE 1'761-c' 03605003 CWNFLIONAV/30-^Ckk':T 01,S IV -'I-- 8L L1_%3 zfqml,COM:T c%5 %09TWI,IAFET*,r RED' CONS-11ILCT ON CRAW%os 26'-10' A-4.18L L_JkA%V%35 MTL, STW WDLL PER T C40STCO' 'SAFETY RED' VOIJBILE 5rJOS AT OROAC-%JhI 95-'84 nOqO.EC-4tkk.4I III KRCEG;.R CRAW NG :.4.99 V44OLE5ALE' 4 THRM STRIPES 1/2, Tyr. 'LAPS LAZLLI*9Kb03(BLUE) DRAW NG 0.-"4- 51 9A7dAe.' HM FRAC-IE ,'PA!Wl COSTCO WHOLESALE u. WARf-ous- ENTRANCE 7855 SW CART III - -GAR:),CREGON,97233 DOOR FER 54#w. UM BUILDING ADDITION W4ME-5ALE* 8 Tf�9T%PES5 5/A*OR AS '> L HEL irnCA -STYLE LETTERS REO BY STIR SIZE /REMODEL PAINITM)ON WALLS K I EXTERIOR DETAILS COLOR AS NOTED ON VRAKWvS H.Y. DOOR JAMB e' — It Cti A CE 51ONAOE 1,5 AT INTERIOR PARTITION A�, 891 SGA 41 PAINT) SCALE. I/a.-I-0. 10430015 (PAW) 10430010 SCALE: 5'st'-O* "EJAC),Sim 081 1W1 3 A 7 SO SW DartmMM!tr. gUpj=97.NEC1999411111IM I S.1 of 201 C LEGIBILITY Snip3 A 10 .0.2.1 CIO f3 4 e 17 e 9 20 21 22 23 24 25 2e P- 26 29 30 co cm -Ing P,11 X 1 / Y 4 �— CONT SEALANT FREEZER BOX WALL / MIG! — / POLYMER iNTE6,RAL PIT DIM. 1 1/2• // T OP OF CURB BASE - EXTEND r,)'/ER / hT7�E BSc` ti _I'6L P Y.2x PER REF <� /!y T� POLYMER FLOORING 3/4' CHAMFER GO'vT 5EALANT - TYP — GANG. 5LA13 PER / j i CONC. CLRB 1^U(1)84 I F- C,r- I P FREEFER r�ALI HORIZ.(DONT) 1 54 I I ti G 'PER REF VERT AT 3'-0'O G 1/." RAG L6 I I (4)LAYERS 2'R161D I / i 1/2' C:,-*C CURB rV CONT .ON7 SEALANT - TYP Imo- -5T�R� / BACK OF REF CASE S • s4 aAR r+7RiZ 1 •4 I W. WALL (N.I.G) y �/.-� EXIST.GONG. SLAB GOOLR..A11 fN.I.GJ PER I i LONG CURB W GOVT r+4 JOINTS---- I j --�- CONT SEALANT GONG G+RB r1/ (21•4 1 BAR=. AT 3'-0' OG ✓ERT I I REQ _ � I / BAR HORIZ 1 W BARS ■' � A7 3'-0'O.G. ✓ERT - i YP � GONG CURB vii'CONT. BARS,-ONT HORIZ 1 + I I I j i' FIN FLOOR s y, I 04BAR HORIZ 1 04 1 I 3 I/i"I I - 3/4' CHAMFER - TYP •, �Q BARS AT 3'-0"O.G. '4 PARS AT 3'-0'OC I - --- --T. • je ---- - /ERT />=RT --- -- �� I 3'4' GRAM'ER n 3/6' RADIUS - TYP ---- •--- �, ---�___ / • • -J I 6. -'- POLYMER INTEERI,1. EASE .• •• • ry Q • POLYMER FLOORING,ON EXTEND O/ER TOP Lf i / - POLYT-�R FLOOR W/ _ EXIST GONG SLAB — I EX,ST COW, SLAB --r �e CURB - TYp . i ° ';8' RACQS COED •�� •• �. p J ,p P i .�L • Q�o u HILTI FY-150 EPDXY - BASE •, F F. s O'-J" f ' - T b` DIA STEEL 6UARPP05T • 1 F F O O' ``I III—III--• - MULVANNY O-0 •I / ---- — I—I I—� �- t--- - i c r . v TO .•�'-0' AFF o 1 m • F F s • r -, a / a C 7RE DRILL GONG 1 E\EjED A A R C •►I -r! I r-'----- r- • . 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FINISH CUR85 TO HAVE STEEL CJRBS TO HA/E STEEL SEAL C�5 TROI•EL FIN15F1 5EAL CURBS 'ROrE1 FINISH SEAL CURBS CURB AT GOOLE? �OtUARD POST AT I NTERI Ofd CURB AT COOLER BA>� RY FR Y -- _ — ( .� ----__ _— _ E ---FREEZER PIT CURB AT D I SPL A CASE SCALE I-I/2'■1'-0' -03330005 ✓ -- r * I-I/2"■r-0" 05505012 SCALE 1-1/2'■r-0' r r _ � #� � 03330007 \ � �SGALE. 1'a l'-0' , � 1 G7-O�U06 � . SCALE 1-i/2'■I'-p• * * 6333000E 1'-b' HOLD TYP. 3. b. ( GLR TYP� - FE#c RAN ----- TYP MTL STUD WALL PER PLAN - CONT E06E 'J'TRIM � _ _ - J-RUNNER - TYP PER REF 1 SEALANT- TYR r_ I I � I I I Imo-------' COOLER OR REF CASE IN.I C -- S/DGOO ON MTLVERIFY AGGE55 PANEL HE16HT I FrIk'II146 PER 5TR11G7 - - - - - - - - PRIOR TC BASE IN5TALLAT10N - --- _ - - - - - - - I' TYPE -N• r5YP5UM I I I - - - - - - I I DONT SEALANT I - , / SHAFT LIN,*.R -- - - - . I . I I 0'-21_ I - 5✓' MR PLYvC W 45. ET.H DUCT FROM - - - - - - -- - - Q'-Q• I I 5C/EL TOP _� I I HOOD TO E><HAUST ----+4► F-.-—_ I I COOLER vik-L N I C -�{ I FAN ON ROOF 1 A F,F pER PLAN OF I I POLYMER BASE' INTEGRAL SEE MECH DWts - -- I I rr :LOORI1+6 I I __ ___ _ �— E\ .TERIOR vt*LPER PLAN SEE -- 1 ---__ --- x T_ SUS CEILING 3 6" R MIN I I PLAN —� 51)51P GL5 5Y5 5 r' PER PLAN ------- % w I I I � I � POLYMER FLOORING PAINTED 6 I I I �� ri T Dbs EJGE OF COOLER / OR FREEZER BON 'N I , 01'1J11IR SHAPT ASSEMBLY PI:.'ERENGE U_.1611 CL05URE BETWEEN - POLY_MER. BASE AT COOLER / CASE E.\TERI OR MALL AND COOLER HOOD DUCT SHAFT ( I HR) _ �56ALEIL7/2"-I-OC G 7RAN51 TION HEAD HALL AT COOLER ( �j }- / SCALE. I-1/2'•1''-0'--- — 09770003 SCALE. 1-1/2'■I'-0' — 09250019 \ SCALE 1-1/2'•1'-0' —Y 09260007 — — 091:GGG2 SCALE 1•Ir'•1'-0' GJ5tG006 7'141'PLE1116LA55 SIGN ---- ------ .• \ GRID MTL. DECK PER STRUGT t66A WIRE ATTAC*F-C "O /ERT SUPPORTS PER PLAN 4 STUD OF HEADK*%LL AND I ,`-- ` -- 12'-6' AP F � SUSP FROM ROOF - PARALLEL TO G TEENTL.UP- T RCC I 5/6' PLYI^C TO —� MTL. MCK 1 TO STK AWYE - -- ROOMS 331 146 - --- -I i — 1 x S HD TRIM,PAINTI EA. HAY. START PARALLS. TO _ I MAIN RUNNER DW .OP e C FROM EDt'iE CEILING TEE, IZ SA HIRE' ---- Ex*END 60le FULL HT TO RUNNERS AT G°. BRACE HEADWALL TEE, � ARQUNp RRIM,EIER I I —y SEE STF44T.DW i EXTEND 61•a TO STE1L JOISTS PER I 6'-0' OG �� I I UND VC_ OF DECK STRIOt fAT ROOMS 1:12,133, 1 i — PARALLEL TO i �� 146 t Q GR755 TEE I -- I I ^� BLOCKING COL (BEYOND) ARCH,TECT: „RRY STEEL 2 x 4 AL4AST I r, 22z WARD PER PLAN - ��,U •� ` •' / 450 3756 MAX PE1R-PLA C5 YC' PER PLAN —:' _ I -�-- SGMIOBA75 1N51JL WERE ►r?'Q. Lg� -- 1 � CLOS SYS PER - INDICATED ON PLAN (jl,r. 'AlA•�y. _ � ELLCVUE NIA %MP. GLC SYS PER MTL EDGE 'L" MTL 5T1X7 WALL P1:IR I 1 I PLAN I PLAN r MTL EDGE 'L• TYP -- - MTL.STIR HALL PER M GLC SYS •r,,yr..•.rMN.�. �.3' PER PLAN -- --- — FLAN a rr..• ft o••0 M r o•.n a+•.•vim. SJBM'TTED FOR OWNER/-E`A%T ATPRCVAL HE�AD WALL _ ��\SEISMIC BRACING — _ — ci�) SUSPENDED GL.C;. AT EXT. WALL SECTION AT TOP OF WALL 0,29,99SUBM"EDrORBL.LD`GTERM,' 5G' ALE I-I/2'■I-O' 09510013 SCALE: NTS 09120001 ---- --- - -- SCALE. I-I/2'■I'-0' 09510004 14 SCALE: I-In'■I'-0" 09250023 0/19/99 SL3M1 ED= R B G OWNER/TENA%-/BID CCRRECT C%S 2/2'/9971 BU LD NG_FRMI-CCRR-CT OtiS CONS-RL CT ON DRAW ,GS AS BL,L-DRAW\3S 0 c 0 rti an 5/6'PLYHD. TO METAL w I I DECKING ABOVE IN RO(-7M5 m I I 132, 133, 1 146(BOTH 51DES) PROJEC'NUMBER 95- 84 D c I I SALFa FLC�K �- � PROJECT MANAGER KEN KROEGER I r E)71!147 NTL. STUDS TO I I JOISTS ABOVE PER DRAWING DATE' 0-4-99 7 I I STRUGT. --��T-- BACK O'er MEAT CASE DRAWING F'L�NAME V - 51 B4DA9 °JIOGKINB Y CEILING ' �oRGIN6 PER STRUGT COSTCO o . 1 WHOLESALE COW. ��N WARE-OUSE N PER PLA PERAN COW.SERE ANT 1 5/6'RADIUS COVED BASE — - PL785.5 SW DARTMOU-H GARD,OREGON 97233 CONIC.CURE m SUSP.GI-6.SYS.PERZww.GL6. SYS. PER LAM • � „ - I• 4 I• M,,. EDGE I.•_ Ty. M`fL•EDS V _T,P• `so__` 4` BUILDING ADDITION ---MTL STUC WALL PSR -MTA'STS WALL PEI? 4 4=FOR�°�^� � PLAN INTERIOR DETAILS PLAN ' Ali ' "TH FLOR"W's,OITYP. CURB TO HAVE STEEL CD HILTI HY-150 EPDXY TRDVOL FINISH. z SEAL ALL GUR!!S,TYP. LD ( 16AGEILINO OVER IN i ERIOR PARTITION GEILINO AT INTERIOR PARTITION I ��UR3 .AT DISPLAY CASE A= 991 LJ \ SCALE: I-I/2 ■I-0 <I r SGALEE: I-I/2'■I'-0• — o a �� 09510008 ALE: I-I/2'■I'-0' 09 10007 I✓ * * 03330012 -9 7150!'SA Darbnouth Str. 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STEL RA 10450 SW NIMBUS AVE, STL RA aa � 15 ISSAQUAH, WA 91027 BBLLEWE, WA 98005 PORTLAND, OREGON 97223 PORTLAND, OREGON 97223 PORTLAND, OREGON 97223 PORTLAND; OREGON 97223 PHONE - (425) 313-6210 PHONE - (425) 122.0444 PHONE - (503) 603.9933 PHONE - (303) 603.9933 PHONE - (303) 603.9933 PHONE - (303) 6039933 ° FAX - (425) 3131103 FAX (423) 1224129 FAX - (503) 603.9944 FAX - (503) 603.9944 FAX - (303) 6039944 FAX - (303) 6039944 EMAIL - JPR*WROD.COM BMAIL - MADoWPOD.COM EMAIL - CJB09R0D.COM EMAIL - ADHoWROD.COM I _L Lk! �, ` \ _ IST 3 84 Z� ST sw DR ` ' -a- -o- , y a zoo co"co� .� 1 � ,` � ..0 4 \ 9 INDEX OF D n` F,. COVER SHEET �-` EXISTING T _ ,� I G COI`DITIONS \ DEMOLITION PLAN T� ; n�, / DIMENSION/ SIGNING AND STRIPING PLAN ENTRWA (J \ � GRADING/ PAVING/ EROSION CONTROL PLAN SITE UTILITY PLAN _ 1 T �� 1---- I -'—® � L11LLL1 q DETAILS a • �a�a • a a a a • a ,, "—� -'` 111111_L1 LLLL1.1. - -_____ ----- -- - - --- 8 DETAILS -� I if b 4 4 4 =' if c= ` b 4 4 4`-j 4 4 (___�� 4 ? C:-:D 4 4 -- - _ •� I 1T1�11 a 4 4 C:-:D d 4 C «� 14 4 (�__--� 4 4 - �\ —�1111LL_11111.� - ©ARTMOIJTH ROAD MULVA A R C H I T C T S PROFESF!ONAL SERVICE CORPORATION 11820 Northup Wo , Suite t-300 Bellevue, WA 98005 www.mulva"n _com Tel: 425.82-2.0444 Fax: 425.82 2.4129 IR SITE MAP �.a,;;o;;� pF � � GN INC . SCALE.• N. T.S. 1045U SW Nimbus Ave., Portland, Oregon 97223 4 5031603-9933 FAX: 5031603-9944 i N P PLANNERS■ENGINEERS-LANDSCAPE ARCHITECTS•SURVEYORS 0 / —� DATE8/6/99 - 1 I DESIGNED C. NEGELSt'ACH C ENGINEER —J REIMANN—,� SCALE: N. T.S VVl — -- E l (CHECKED , S A i I G A R D , 0 R E C 0 N COVER ciF S Z 7850 sr,08"mouth Str. — - — -- -- A U G U S T 6 , 1999 sUP„�of o3C, . 1 _ .,- _..�...�»r.•..r,.�.�.......�. .. ..q.. �4._.. ,mow.T.�...... cm l � i � i � i �iI IIIjI illl iIIII�IIII iIII�I IIII iIII�I III iIIIIIIiIIL�II�iIiIIII�IIII iIIII iII I iIIII�IIII iIIII�lill iIIII1�9IIII iIIII1�91 II i1111�IIII iIIII�IIII iIIII�1111 iI lIIII iIIII�sIIII i11�11 sIIII iIII2I�IIII lIIzII 7IIII IIL2II�9IIII iIIzI!�oII�a2it 22 sZIII11a._LE618ILITf S1R1P a � t3 ?Ipwn.ICA I1�I0II�It IIII iIIaII �o =, tA�. �I . N I ' r q. d ,T BASE LINE SANITARY NOTES, STORM SEVER NOTES, J --- _�G r- +... .......-,°, ,.+ ....... , .... .� _ � SANITARY SEWER STORM TRENCH DRAIN STORM C8 SPRINKLER -t eat-----__-_ --- - -- - - -- -- -_ 13 -�� _•-.�r� _ � r, CEASE TRAP / S�PARAfOF N END RIM ELEV 193.73 RMI ELEV 195.76 / r--- y'� -- .... T RMI . 187.27 IE e• PVC S - 194.13 / I J5 r I T 7 -_� \, \.�l ^ •\ E IN w E 6 METAL E- 181.62 1.6 62 O STORM TRENCH DRAIN 1 4 '`�.____ MIDDLE RIM ELEV - 1a3.7C STORM C8 O RMI Elf.V 163.29 (� IE8' PVC w - 16t59 SANITARY SEWER STORM TRENCH GRAiN e'w _ _- - -_ ^__ -�-- r� `+�. ' 2 S f� GRFASE TRAP / SEPARATOR S END RIM ELEV - 163.65 � . �•"---_-._ \ T QD \ RIM - 1e7.22 STORM C8 STORM C8 5 I j t �'MI ------- - a\' = �• - -Q•w- // ! 4 E OUT E 6• METAL PIPE - 184.44 O Rw EIFv = ,64.60 E e• PVC w - 161.04 IE w w 6• METAL PIPE - 164.75 4 i 5 RIM ELEV 182.94 E a• PVC N - 182-95 SANIT WER MH TMI .- \ ! \� � RIM - 220 M \J R!M STORM VV - 185 04 16 RIM VSTORM im- ,77.88 1 �� -� E w SW 8" CONC - 205.42 IE 8• PVC N - 176.16 - 1 _ \ \ IF OUT NE 8' CONIC 205.33 IE 16341 r 1( 6 STORM C8 17 STORM OUTFALL BAaR EXISTING BUILDING WALL 1 , SANITARY SEWER MH O RIM ELEV - 186.33 O IE 8' PVC N - 169.23 I ��_ , RIM - 225.69 E 8• PVC S - 184.88 3 1/2"1i - 1 \ E w SW 8• CONIC - 204.33 STORM 18 STORM OUTFALL IE a PVC N - 168.90 I �• � - •�\ \ E OUT NE 8• CONIC 20420 �RIM ELL V�. 166.08 _ I EXISTING BUILDING } � i �� ' SANITARY SEWER MH E a' PVC E - 18!40 19 E R CONIC N - 170.92 I I � ^ ' I -COMPACTOR WALL + i i �.� \\ `�, RIM - 225 27 O STORM CO E YI Sw e' CoNC - 203.95 RMI tLEV - 186.57 O STORM CS IE OUT NE 8' CONC - 203.90 IE a• PVC N - 16494 20 RIM E 9�vC w'.U.35.75 I I 1 ^ SANITARY SEWER MH 9 STORM C8 11 ' l J RIM 223.26 O RIM ELEV - 186.64 O STORM MH - I I ` \ 4 IE w Sw 8' GONC - 203.14 E a' PVC N - 185.01 2t RIM ELEV - 179 33 IE OUT E. 8• CONIC - 202.96 TOM CS IE IN N 24• CONIC - 175.46 l ♦ 10 $M E 64 IE IN W 15• PVC - 175.51 ` 5 7 SANITARY SEWER MH O E 8* PVC S -86184.68 IE OUT S 30• CONC • 174 a8 RIM - 206.48 IE OUT SE 8' PVC - 174.37 I , I -•1 ,` v ` E w w 5• CONIC - 197.33 \11STORM �. 166.10 22 STORM MH E OUT SE 6' CONC - 197.02 O RIM ELEV . ,96.7e RE AND I I + 8 x, 1 \ ' \ E e• PVC N . 184 43 .E IIN W N N B•P�C 18080.10 TI \ \ © RIM SANITARY. 202?6 MH 12 STORM C8 �ELINEATIQN ( 8 ` RIM BEY + 18614 r: OUTS 24' CONIC • 1e0.04 I � G . IE IN NW 5• PVC 196.03 E 8' PVC w - 154.29 ,INE I i I C� • 2 f ♦ IE OUT SE 8• PVC - 195.W TRANSFORMEk - ` 1 I I I �ECEI vitt I I I I I � •I � � \ ,/nn \ I E X►S T. 100�AQ�ING \\ Q :3 LEGEND 1 � ` --'Ivy• •-__. � I �.• ` EXISTING AC PAVEMENT \ EXIT F ENTRANCE { \ \ EXISTING CONCRETE EXISTING 1 FT CONTOUR \ ENTRANCE 6 - - -- EXISTING 5 FT CONTOUR 1 \ + CANOPY _ 6' i - - -- --- -- EXISTING CURB U1W1y'cv6 WIC �liil I I I I EXISTING STRIPPING _ - _ _ _ _�_ \ \ \ `-� =4'!i•- _.- ' - -459---- - SS-- - -- - -4•SS----- - - - - ---4•SS-- - - -- - - -- -� __moi . .. :� �. - - -- e' e._ - - EXISTING WATER UNE -e'1M- _ --�4•SS- �- .� 'T`^----------•a---- cXl11C. \� \� �\ 1.�-` - -1s•sD-- _ e-w--- -- e'w--- - - e• -----1--d'g1r-__ - - _ -c• .� -C . -. wkic (Ex1_ ---T- I --%- = EXISTING TE LINE - I -e`iV- -• -- •w------- -- e• --- _ ! I -is'�- EXISTING STORM DRAIN LINE 20 - -� _ 13 I - --4•ss- - EXIS7ING SANITARY SEWER LINE r - EXISTING POWER UNE I _ __ _ ` `� ��' I �' I - • x EXISTING FENCE UNE aC - tiJ I ♦ � � �, y . r_" /� t- `��' ;J -1- _ - -- - - / , � � 1 m EXISTING BUILDING I _--. - I - \`•` C EXISTiNG RETAINING WALL \ - i 2 a- ^, EXISTING ELECTRIC UNE r i ♦� _.._ \ i % •�\ / 1 -- PROPERTY LINE ---, 1 ✓� l 11 �? \ EXISTING WATER VALVE i EXISTING HYDRANT t 1 \ 1 EXISTING BOLLARDS 22 �`• + �,' EXISTING TREE ISLAND EXISTING ELUPTICAL LITE EXISTING BOX STYLE LUMINAIRE(DOUBLE) 1� \ EXISTING BOX STYLE LUMINAIRE(SINGLE) EXISTING SIGN \ /` - t �I � �'`.•` - 1 O EXISTING HANDICAP PARKING SPACE EXISTING DOWN GUY �+ �1 --• � y � IEXISTING MANHOLE C"- \ 1 6 EXISTING JUNCTION BOX �� ; 1 EXISTING CLEAN Ot'T � 15 I I I I i�•1 EXISTING POWER POLE , I E EXISTING MAIL BOX - � RTMOUTH ROAD G ' IIISUN GRAPHIC SC,4LE _ ^ D-� ,'•-,- >^ ' 40 2b !O O r0 ( lr� FEEr MCHC: `- _ _ --- --- ~- 1 inch = 40 ft. WASHINGTON COUNTY BENCHMARK N0. 402 MULVABENCHMARK ELEVATION - 219.96 FEET (NVGD 1929 DATUM). q CMT THE BENCHMARK IS A BRASS DESK ON THE PACIFIC HIWAY (99W) OVERPASS OVER HIWAY 217, IN 114E CURB AT THE SE CORNER OF THE STRUCTURE. PROFESSIONAL SERVICE COR,"Opi 11820 Northup Wo , Su;te E-?:: Bellevue, WA 98005 Www.mulvorr , :o- Tel: 425.822.0444 For.: 425.822.41;:: R ♦�d l R t♦. D E 9-1 G 1•J -- 1 N C C 10450 SW Nimbus Aye, Portlovd. 0.�yr 9722.3 4 5031603-9933 rAx 51,),316(),3-9944 • -'� - - � / �♦��1'• ."•'',� /IAMQs-f�EIIt3°t.A109(XC MIO.tECfi°!ll►vEYt�RS / 0 i v VVHOLESAL- 1 DATE j O �` (\I DESIGNED I C. NEGELSPACH ` Iv ENGINEER I J RElA4WN CHECKEDC2 - -- S EXISTING CONDITIONS i w 71e01Y11 DarlrnaM str. ' I - _- --- I SO of AUGUST 6 , 1999 sup1 97.N"'"940m 7.LEOIBILITY STRIP CT 2 3 4 5 a 7 9 9 to 11 12 13 14 1e...-'I'7 A -19 20 21 22 .23 24 25 28 27 28 29 3C CD t -rt I ,rte , :7 .r .4 4 0 .\ i6 --- ———— �j ---------- ------ t2 �\ 5 5 '1 — ----,--.__ ------ ----- 5 5 8 10 \ O + � DELINEATION __ � P: B I 2 i LINE ._ I 7 1 3 \ 0 ------- PROPOSED SAWCU' ---- O t'—"— i � - . _` _ •- tt 2 �� 44 �• --- PROPOSED EXTR�,DEC CURB X., PROPOSED STANDARC CURB -- - z_ • EXIT PROPOSED STRIPPI!�" ' \ ENTRANCE \\ C PROPOSED STEEL BOL-A' 1 � BOL-AD:)�'► PROPOSED BuI�DiNG ADD ^Cti 1 I \ a ■ PROPOSED CATI'H BASH ENTRA 1 ° � ENTRANCE �: - PROPCSED STORM LA-EaAL PROPOSED AC PAVEMEN- o - / �,. "�r_� -_ -_-_-- -- - -- — X PROPOSED EROS ON COw'a0L FENCE 1 _.--__.--__ 5M -_—__._--. --_ 7! (2 FIL'Ea BAG NLET PROTECTION 175--- PROPOSED 1 FT CONTOUR 175— PROPOSED 5 FT CONTOUR L_ �♦ ' i - 11 �' r PROPOSED CONCRE'r 11 1 a 2 i 3 �� ► 4 2 I I ` � 9 10 11 I I t RTmOUTH ROAD I GRAPHIC SCALE - - 46 2b 10 0 40 ( IN FEET ) 1 inch = 40 ft. muLV Y DEMOUTDN NOTES A G - C - 0J REMOVE EXISTING LIGHT AND POLE AND RELOCATE 09 SAWCUT FOR NEW STORM DRAIN LINE. SEE SITE AS SHOWN ON SITE UTILITY PLAN (SHEET C6). II'.'L TY PLAN (SHEET C6) 02 REMOVE EXISTING SIGNAGE. RELOCATED AS SHOWN 10 SAWCUT AC AND REMOVE SECTION FOR NEW STORM01;:!1-,;;! ! PROFrSSC►v�� 5E=,'�E 0 '' DRAIN CATCH BASIN. 11820 No-hip *0 , Ju�',e E-7-- REMOVE ON SITE DIMENSION PLAN (SHEET C4). t O3 REMOVE EX'STING BOLLARDS, PATCH AC TO MATCH 11 REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION Bellevue, *A 98005 www Tulvar-, EXISTING. SEE PAVING PLAN FOR SECTION DETAIL HEADS. SAWCUT EXISTING AC 0.5' FROM EXISTING Tel: 425.822.0444 Fax: 425.8."-- (SHEET 25.9:';(SHEET C5) AND BOIIARD RELOCATION (SHEET C4). CURB EDGE. SEE PAVING PLAN (SHEET C5). IRRIGATION SPRINKLER HEADS, IRRIGATION VALVES AND .c. (^J ANY OTHER IRRIGATION ACCESSORIES LOCATED IN 4 0.5' FROM EXISTINGOEDGEE OF CURB. SEEPAYINGC AREAS TO BE DEMOLISHED WALL BE SALVAGED FOR PLAN FOR AC REPAIR (SHEET C5). FUTURE USE (IF POSSIBLE). LANDSCAPE CONTRACTOR { o r e 1 ca N I N C � SHALL INCORPORATE THESE ITEMS INTO NEW DESIGN �o1s• \J REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION AS INDICATED ON SHEETS L2.0 AND 1-2.1. IF COST OF • HEADS, SEE LANDSCAPE ARCHITECTURAL PLANS. SALVAGING EXISTING IRRIGATION ITEMS IS HIGHER THAN / 10450 SW MI Awe, Portland, Oregon 97223 INSTALLING NEW IRRIGATION COMPONENTS, LANDSCAPE IR 503113-9933 FAX: 5031603-994+ O6 REMOVE 16.9 LF OF EXISTING DOMESTIC AND FIRE CONTRACTOR WALL COMPLETE IRRIGATION SCOPE OF WATER LINE. E WORK AT THE LOWEST COST TO THE OWNER. FI'i� ruwrars.cwarr�es•u►oscw� vwrECrs•survtvaRs O7 RELOCATE EXISTING MAILBOX PER POST R 12 EXISTING FIRE HYDRANT TO BE RELnCATED, SEE SITE 4�4M p IVVH 0 DIRECTION. UTILITY PLAN (SHEET C6). s �J — E O REMOVE CURBING FOR REPLACEMENT. 13 SLIDE AREA TO BE EXCAVATED AND REPLACED. SEE r 2r 4 rj' R- GRADING PLAN (SHEET C5). DATE 816199 _ G I R DESIGNEDy C. NEGELSPACHD O E G o N ENGINEER J RE/MANN _ - CHECKED r DEMOLITION PLAN C3 E no sw owwoae+str. - ___-- AUGUST 6 , 1999 " oof 203 �""'°°'°' C- �r�2 lylrnIlanlyl u�unlnuplur�7+ugnurleuupulnnpn►`0nn�n2LE6ISILITT STRIP O. z 3 to rr 1l3 1'9 2uMullln22'lln23 uulin2g4nnln2rl{5 2e 27 28 29 30 C D -p III y4: AL r I � I 25 0' 25.0'-11 TL TYP. 9.0' TYP. TYP. 9.0' rVi 38.0- TYP. R2.0' TYP 19.0' TYP. 7 2 8.9' TYP.. -� \ .. 2 19.0' TYP LA 8.9' TYP. 1-9.o- -ryp. 9.0' Tj 8.9' TYP. ti LA Ck WE TL AND DELINEATION -� \ `� LINE 26.0' P\ Qom\ t 9.�K- TYP. 000 86 ITYP. � \ \� 0, ct ct 9.01 TYP. J 0o- \ �'. -C> EXITA TYP. \ `\ 09 ENTRANCE o- rn I I I l� \ � O \\ �4 41 10.0' TYP. HC �. 10 10.0- TYP. HC 19.0' TYP. amc> CR06N TOPS VAN V REPLACE SOLE OF 41 6 4 4 41 & ♦ I I I AiR COMPLEATION OF SLOPE STABLIZATION. 0 10.0, .0, 0 6" DIA X 6'-6" 4 2 GALVANIZED STEEL 5 5.0' 1 PIPE FILLED WITH c- 0- 2 CONCRETE P-6 �6 --D ci: - - c- CONCRETE PAVING - 4 f -- 4 f - - ::D ZD ----1 24.7' 16.5' 16.5' L4 0 a) ct 0 I I ct 0) 3 ct 12* DIAMETER CONCRETE R5.0' --\, - 1 FILLED HOLES 3 + 2 2 2 10.0' TYPICAL STEEL BC .L SCALE: N.T.S. ONE SIGN L R5.0'� SIZE AND SHAPE OF ----10" ----1 o'!.- SIGNS VARIABLE 2 0. 6 8' 9.0- TYP. R2,51 R2,5' .0 - L TYP MIN. 5/8- 4- 115.0 20.0' TYP. 9.0' TYP. 18 0' NOTE: 717 e 1 20.0' TYP. ALL PIPE POSTS SHALL 2 rn� D PLEASE RETURN 11 'In 20.0' 10.0' ---1 BE CAPPED AS I / 9.0' TYP. (D. J APPROVED BY THE CARTS +1 /7 ENGINEER, 8" 9.0' TYP. 3*' MIN.- 20.0 TYP. USE EXISTING SIGN ,�� I n -24- op MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE # R1-1 20.0' TYP. .p CURB USE EXISTING SIGN C)A.Ft-TMOUTH ROAD �p , LEGEND: WHITE (REFLECTIVE) BACKGROUND: RED (REFLECTIVE) SIGYV AM "T"'Off WTA-& SCALE: N.T.S. GRAPHIC SCALE GENERAL NOTES Z.7m TICARD, OREGC)r,� 0 40 RELOCATE EXISTING SIGNAGE AS SHOWN, CONTRACTOR TO IN Fa-r REUSE EXISTING SIGNS AND PROVIDE NEW POSTS AS NECESSARY PROVIDE NEW STRIPPING AND PARKING STALL LABELING AS DIMENSON TABLE: I inch 40 ft. SHOWN. SEE DETAIL BELOW AND SHEET C8 FOR STRIPPING DETAIL. ,/,, R5.0' ll--30.0 R5.0' R5.0' f--30�4, R5.0' INSTALL NEW BOLLARDS SEE TYPICAL STEEL BOLLARD DETAIL AT (D 4.0' -"\� ' I- MV LVA Y LEFT. 0 4.0' A R C H I T C T S 90. NEW HANDICAP MARKINGS (TYPICAL). 1.8' -T R3.0' 10.0 R5.0' 0.0' R5.0' 32.5' R5.0' 24.0- t-- TYP. NEW SIDEWALK RAMP, SEE RAMP DETAIL (SI:LET C8). R2.0' 20.0' n1p. -T PROFESSIONAL SERVICE CORPORATION PROVIDE NEW PAINTED ARROWS, SEE DETAIL BELOW (TYPICAL). " 0, 40.4' 85.0' TYP. 20.0- (D2 @ R5.0' [--33,0' R2.0' TYP. 11820 Northup Wg, Suite E-300 1.3' 1.4' Bellevue, WA 9800 www.mulvanny.com NOTES, iov --4 R2.0' /__ i D"M FARM DUROOM Tel: 425.822 0444 Fax: 425,822,4129 1. PLACE ARROWS IN is 30.7,4 5.0' 5.11' �-30.7' R5.0' - CENTER OF TRAFFIC R5.0' LANES. SEE ABOVE R5.0' 2, PAINT ARROWS AND R4.0' R4.0' 14.5- 0 E --a I - C-- N I N C STOP SIGN WITH R2.0' 14.5 GIN& WHITE BEADED cl R2.0' ## REFLECTIVE PAINT. 10450 SW Nimbus Ave., Portland, Oregon 97223 IN) 36.0, R4.0' 32.C). R4.0' R2.0* R 2.0' 3. PAINT TWO COATS a 503160,3-9933 FAX: 5031603-9944 MINIMUM. 4. PAINT STOP BAR ------- j R2.0' KNOMM-040P*M LANDSCOPE AROCICTS SURWYM 15.0' R5.0' c 12*W X 81 AT 12.5' 12.5' EACH STOP. SEE 13 74.2' R5.0' 1 2.8' -7"\ ABOVE. 0 20' 40' 8(1'' L E 16.7- 1-30' JIL -T R110.0' R4.0' R4.0- DATE 1 816199 15 4.9' �-28. DESIGNED C. NEGELSPACH D ) 0 N 0. R3.0' ENGINEER J REIMMN A 021%^ 85 I-32.6' R2.0' S C AL F: 1 "- 40'- 0" TYMAL PMEQ�� TRAFM AFAQW DEEM CHECKED NOTE: SCALE: N.T.S. ALL DIMENSIONS TYPICAL EXCEPT WHERE NOTED. DIMENSION PLAN C4 ?w sw ds;-�Str 1111UP1119111-mg?,mec,"""09 AUGUST 6, 1999 1 go of 203 I N ml In CT 4 117,riff 1112, '1 1 01--ii I-w SEGIBILITY STRIP 2 3 4 5 1000.1cm 2 22 23 24 25 27 28 29 3b JAA bw C D rc i T� _U TUT T 2 � \\\ 0 - -W- V Tq ,7r, ,, JU5.0 v� �4 ------------ GRATE 84 " 'a _ � I CATCH BASIN GRATE CH f:tl$nNG jft 3,A 186.84 PAVING SLOPS 4.7X 1 G \` ?l� 6` / - -_ _ _ - - - LOPE 4.t7r ItsT. i- \ ?�s \ �� 1 JUL" ` Kf DIUS 1/8- SLOPE TO FRONT 2 2 _ - - - - -'- - ?� 6` CURB EXPOSURE 1/2" RADIUS C \ G TCH E ISTIN $ \ A iCH EXISTING/ � .' �'' � OVERFLOW � w I I SLOT d CATCF, BASIN �G 187.92 G 1 7. 2 �I I � 2 \ � AC PAVEMENT ','• - 187.9 G 187.92• I,I�I l � `1- -- - --'. i -BALER EXISTING BUILDING WALL G 187.92 NEW E3UILUING ADDITION Ju 9 I+ i _\ � FILTER ` �G BASE COURSE I I I 10,4ib S.F. G 1 7.9 I I I \\ // \ -- SALTING BUILDING 1� �I`, ;— , .�� , STANDARD F IIJER t3AG DETAIL a 3/4" COMPACTOR NOTEST 1. THIS FILTER TYPE. SMALL ONLY BE 1. CONCRETE TO HAVE A BREAKING STRENGTH OF ;.;000 PSI AFTER 28 DAYS. I J "6 USED IN CATCH BASINS 011 EXISTING R l 6 Jr� \ STREETS 2. EXPANSION JOINTS. THE T A TO BE PROVIDED: \ \ 2. E CON RACTOR SHALL INSPECT 1 AT EACH POINT OF TANGENCY OF THE CUR9. I ` E"1 �\ \ THE FILTER WEEKLY AND DAILY2 AT EACH 111 \ \ 3 AT EACH SIDE OF INLET STRUCTURES I I ,� � I/ ��, DURING PERIODS OF FREQUENT RAIN 8 U ) / r' ,\ \ 4 AT EACH END OF DRIVEWAYS. !`j 3. FILTER SHALL BE CLEANED INA ` 5 AT LOCATIONS NECESSARY TO OMIT SPACING TO 45 FEET �% �• \ MANNER WHICH F NSURE., THAT ALL I $ Iv 7 / \ \ B. Ma,-RIAL TO 6E PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, � , \ \ SEDIMENT REMAINS ON SIiI�. WITH A THICKNESS OF 112 INC►�. WE TLANU J \\\\ 0 p 8 /� - \ 4 THE F-ILTER SHALL 8E REPLACE') OR 3. CONTRACTION JOA7T DELINEATION ` o � ' 1 CLEANED WHEN 'THE BAG BECOMES NE A. SPACING TO BE NOT MORE THAN 15 FEET �\ o 0 0 �1 1 1 \ `.\ \ HALF FULL. 1 -TRANSFORMEP, I \ d. THE DEPTH OF THE JOINT CMALL 8E AT LEAST 1-1/2 INCHES. Q I C L \ 5. FILTER SHALL BE FOSS ENVIROMENTAL � . \� SERVICES "STREAMGUARD TYPE II-S 4. BASE ROCK TO BE 2"-0" OR 3/4`-0" COMPACTED TO 95% OF >ASHTO CBF' OR EQUIVALENT. T-99 AND SHALL BE TO S�JBGRADE, STREET STRUCTURE, OR 4" IN DEPTH, WHICHEVER IS GREATER. R E G E I VI N G FRLTER BAG DETAIL STANDARD CURB i t 6 \� SCALE: N T.S. 1 SCALE: N.T.S. EXIST ' y < ' C v �� , , Q 1 'LOADING �%o DOCK > Y I EXIT 44 Fm 1 ENTRANCE ,,1 \' \P 0", L 13 \\ \ \ \ , � ` ' �---��-r-••--------------- _.-..��_r~-.._T�_1- _ _ _._- _,__.�-- - .-��...�._.�. ENTRANCE - - � CANOPY i a . ► • w / \ �\ 6 '� 2 1 r,\\ ..' r �..� ` � ` \v.^`moi' Imo ;'�` ,, \� r1 ,/ I + 7 '` — ��.�`� �.�� J �"�,�„�=W \ V��,.�.,�• �_ �\ I 7 \ \� _ I ,f �/ \\I� ✓I `/�\�/1 \` ,\\ I J /I 3 I N 1 - 0 o i�O f f i + I \ 1 �� I 1 10 \ 0'* / �; r I / famoUTH ROAD - - 3 6' R-1/2* GRAPHIC SCALE GENERAL �`� 6" CONCRETE CURB r r TI� t. ALL NEW CURB AND AC TO MATCH EX'STING GRADE AT SAWCUT �1 NEW Ar: SECTION 1.5" OF CLASS 'C" ON 1.5" OF CLASS `B" AC �� _ �o ,r- ro o 40 - - - -- - LINE. PAVE TO IJEW FOUNDATION STEM wAl I_ A MAXIMUM OF 1" ON 2" OF 3/4" - 0 CRUSHED AGGREGATE ON H' OF 1 1/2" - 0 EPDXY =SUQMIT TYPE PRIOR ( IN FEET J OF ST-PM viALL WILL BE VISIBLE FRr)M FINISH FLOOR AND TOP OF CRUSHED AGGREGr,TE, ON COMPACTED SUBGRADE. WIE1' WEATHER f TO PLACEMENT NEW AC. COORDiNATF WITH P.aCHI ICT FOR ACCESSIBILITY SECTION TO BE 12` TO :4" OF PIT RUN PER ENGINEERS DIRECTION - p5 e�cow.R F_ _ _ _ $"_4V:,c cm SCQREJ` 9' S DEWALK — 6" WIDE CURB SCORE 1 inch = 40 ft. REQUIREMENTS AT DOORS. (OP OF Ai, ELEVATION AT STEM WALL (SEE HEAVY DUTY PAVEMENT DETAIL AT RIGHT, TrP,). IS 187.92'. AN II. LANEEXISTING ASPHALTIC CONCRETE �2 NEW Ek iUDEO CURB TYPICAL FOR ALL LOCA f10NS. SEE DETAIL MULVA AGGREGATE. BASE 2. EXCAVATE AND REMOVE EXISTING AC TO FECTION DEPTH AND AT RIGHT. ,� i �• � r._. � �,\ PATCH PAVE ALLIGATGRING AND FAILED AC PATCHS TO MATCH 0 NEW MONOLITHIC CURB AND SIDEWALK, SEE DETAIL AT RIGHT. EXISTING GRADE (SEE SECTION AT RIGHT). CONTRACTOR TO �r� L NOTCH EXISTING PAVEMENT "EXISTING CRUSHED ROCK BASE A P H I T � C T c_ VERIFY WITH ENG. PRIOR TO WO.;K. LJ ADD AC OVERLAY TO LIFT CORNER 2". FEATHER AC THICKNESS TO �� e� 4" WIDE BY 2" DEEP. V 3. SEAL COAT NEW AND EXISTING AC PRIOm •0 RESTRIPPING PARKING �AWWCUT AND MATCH EXISTING GRADE. SCALE: N.T.S. MONUT�'i� 0" AM SLEW ALK PROFESSIONAL SERVICE CORPORATION STALLS AND WALKS. 5 NEW AC PAVING, MATCH EXISTING GRADE EXr�PT W1�RE NOTED SCALE: N.T.S. 4. REMOVE AC SECTION TO NATIVE SOIL 1 FT INSIDE NEW TREE AND ALONG NEW CURB. SEE SECTION OETAI! '�T RIGHT. _ 2" CLASS "C" AS;+HALTIC CONCRETE (EAST TO WEST SECTION) 11820 Northup Wo , Suite E-30Q PARKING ISLAND CURBING. BACKFILL c XCAVATION WITH CLEAN 6 NFW AC: SECTION 2" OF CLASS "C" ON Pi" OF 1 1/2" - 0 f— - —2- 3/4--0- CRUSHED AGGREGATE y Bellevue, WA 98005 www.rrulvonny.corr TOP SOIL. SEE LANDSCAPE PLANS FOR SECTION DETAIL. CRUSHED AGGREGATE ON COMPACTED SIiBGRAJE. WET WEATHER LEVELING COURSE � o SECTION TO BE 12" TO 24" OF PIT RUN PER FNIC;HEERS DIRECTION (. " ) 6" WIDE C JRB SCORE Tel: 42.,822.0444 Fox: 425.822.412_I 5. PROTECT ALL CATCH BASINS WITH FILTER BAGS. S 1 1/2"-O CRUSHED AGGREGATE (SSE L.3HT DUTY PAVEMENT DETAIL AT RIGHT, TYP. ALL SECTIONS). (BASE COURSE) 6" WIDE CURB SCORE 4' SIDEWALK 7 REGRADE SLOPE TO MATCH ADJACENT. �, \ \ \ `\ \ \/ COMPACTED SUBGRADE OR FILL NEW AGGREGATE BASE R \�\\�\\J\��\\��\�\\�\\�\\ TO 95% DRY DENSITY �Q� — /� /\\��\\/��/�� + _- EXISTING GRADE 'l+o I:, o e 8 I CZ N 1 r, C —WET WEATHER SECTION 12" TO 24" • • t OW py p� DEEP PIT RUN PER SOILS REPORT NOTCH EXISTING PAVEMENT W 1Y P/� Off 10450 SW 3-993imbus Avs., Pwtl.!: 3 190 97223 944 4" WIDE BY 2 DEEP. � 4 503 f goa-9933 VA.:: soJ I Eo3-9944 SCALE: N.T.S. EXISTING ASPHALTIC CONCRETE 1.5" CLASS "C" ASPHALTIC CONCRETE "b r: \ E " EXISTING CRUSHED ROCK BASE. �'�J w'�,/ R""'E'�e"910"U "•I'�'4x'•"'E ^""'=G''•'�`E101� 1 11 — 1.5 CLASS "B" ASPHALTIC CONCRETE ' \ 1/I — 2" 3/4"-0" CRUSHED AGGREGATE MONunic (; I .AIS �W� - :_.' V (LEVELING COURSE) SCALE: N.T.S. r 8" 1 1/2'-0" CRUSHED AGGREGATE (NORTH TO SOUTH SECTION) DATE 8,6/99 (BASE COURSE — r I ^ ^ COMPACTED SUBGRAUE OR FILL DESIGNE�•C�NEGELSPACH - R D , 0 R � N —TO 9571 DRY DENSITY ENGINEER J REIMANN " CHECF;ED 1_ I�lllllllllllllttttt. FF.AVY DUTY PriL,�id�IL -DEE RUN PFR SOILS REPORTWEATHER SEC11ON 12" TO " SCALE: N.T.S. GRADING AND neo sw orema��►. � - �- - -- - -- --- ---- --- _ _ _--- AUGUST 6 , 1999 _ 1 of 203NEC„e. , 1 Nt d 207 _ 2 3- 4 s e .... 7 ;lo I iii 1 I� 1114 I „ I I I1 I - I I I I I l;m' illi I,II 1111 IIII IIII 1111 II11 IIII 1111 IIII 1 I II11�11 IIII IIII 111111111111111111111111111111111 II 111!Itlt IIIIIIIIIIIIIIIIIu IIIIIIjtlll111�11 Illi,IIII �111I 'Il�Ilii II!f LE6IBII,iT1! STRIP G 20 2 22 23 24 25 28 2.7 28 22 30 __ _ CD k ly 3^ n v 1 ni Y rFIRE STORM SEWER NOTES: (,�STORM TRENCH DRAIN�JN ENO RiM ELEV : 183.73 �•13 RIM�ElEV�= '19576 SPRiNKLFR ----- nIE 8• PVC S - 194.13 ECTION T 6 -- '• / 2 STORM TREND DRAIN (D p 1 7kTTTTTiTN7TTL- 6 /MIDDLF RIM ELEV . 14 S��= t83.29 03 STORM TRENCH DRAIN IE 8• PJC W - 181.59 r-15 4 �J S END RIM ELEV - 183.65 ---- STORM CA 5 RIM ELEV 1829♦ r SD- --- - ---- STORM Ce •W - --- --- - 6'W --- - -- - \ -- \_-- / O RW ELEV - 184.80 a•W -- ------- 8• -- ~ --= wV -- - _ IE a• P'C W = 181 G4 ��'1P- r---��e'W- -8.W 1 \\ 1E 8• PVC N - 182.85 , S FORM C8 0RHI ELEV - 185.045 STORM C8 1 osr El£� t?7.86 � It8' PVCN - 183.41 ItS' PVCN - 17618 �JRIIA ELEVB= 186.33 . E 8• PVC N = 169.23 STORM OUTFAU. • I \ It 8' PVC S - 184.88 I Y STORM CS 1,��tT�PVC N - 168.90 OUTFALL L.'RIM ELEV = 18608 IE 8" PVC E - 184.40 19 S70RM OUTFALL I J I 1 \ \ CS IE 30' CONC N - 170.92 �J fby REI.EVV - 186.57 STORM IM r -� 1 1 S1 \� \ E 8' PVC N - 184 94 20�RIM ELEV - 186.35 I S ' C \ Q1STORM CO IE a• PVC W 184 75 1 ( I I I I r\ / 1•J RIM ELEV - 166.64 (21 STORM MH IE a' PVC N - '85.0' RIM ELEV ti 179.33 \ IE NN24' CONC 115.48 I ! I II _ F1 I I I C I STORM CB IE IN W 15' PNC = 17551 --- •, \ G \ E 8'RIM tP V 5 1 84.68 IE OUT 530' CONIC 114.1501 STORM CB It OUT SE a' PVC - 174 3' RIM ELEV - tavo 11 RMORE1AEV = '86.78 It 8' PVC N - ta4 43 �- YVETLAND � ' I I aq, \ � ,E �N w 18' Ca:c = 18c.10 ' I I ' // \ �l co"Ccp RIME-E V - 186 14 IE 04,M CS IE IN N 5.24'C ONC - 1150.04 � DE:LINEATIUN I � • I n UNE L i I I II ! ! I r` 4 \ Ee• PV1- W = 1154.29 \C,\I � I � L!7� 7�- � \ ! EXIT �rI 1 (-� I \ I \ % ENTRANCE (! i W7. wv `_ \l _ _e•w-------- a•N - - -- -e•w-- - __- e•w------- _ _ �' _ - 'e'su- -- ---- - I ----t-}-- I• 1 -18•>D-- - _e•w - a 20 = � C \ I -- \ I i I 16 / ?.1 I 1 - - RI 182.11- r I ! I I 2 15 sV -- Vqli� t)pIlIR1- - - =tMOUTH ROAD GRAPHIC SCALE 11140 av 10 o 415 GENERAL NOTES ( IN FEET )- - _ -- - _ 1 inch = 40 ft. O EXISTING NLIGHTING SHOWN. NEW POWER FORLIGH71NGTO BE DES ED BY NDE m�LVA OTHERS. A R C T C T O INSTALL NEW CATCH BASIN AND 6• STORM SEWER PROFESSIONAL SERVICE CORPORATION LATERAL. SET RIM TO NEW GRADE (SEE GRADING 11®20 Northup Wo , Suite E-300 PLAN SHEET C5) CONTRACTOR TO FIELD VERIFY y EXISTING INVERT ELEVATIONS. STORM LATERAL TO Bellevue, WA 98005 www.mu!vanny.com BE CONSTRUCTED O S >a 0.02 MIN. SLOPE UNLESS Tel: 425.822.0444 Fax: 425.822.4129 INSTRUCTED BY ENGINEER. O RELOCATE FIRE HYDRANT AS SHOWN. SEE DETAIL ■� (SHEET C7) FOR INSTALLATION. l _ \`��TnB♦ [� Es1 G N 1 N C 10450 SW NL•nbus Ave., Portland, Orspon 97223 IT 5031803-9933 FAX: 5031803-9944 R11111lIFR!a Q11O9QR1 51A/O7CAPE ARLIN IECT3.AAtKYORR '\J o. DATE �- 8/6/99_ DESIGNED C. NEGELSPA_CH ENGINEER I J REIMANN i i A R D , 0 R E C; O N -- CHECKED- SITE UTILITIES C6 'neo sw cMeno5A,1 m. AUGUST 6 , 1999162 o,of IIIc, ooeo+ :o3 ......,�..-_.. ...ee.rrrur.....r N Cm I Illi •IIIII!I �II (`I�,�.I . !I. .IIUI�IIiiIIIilllli'Il�l�illltM'y1111111�IIIl�IIIr�1111111�1111111111NIlIII1110 aIN1!IIIf�III1111H111'I!Ifll '11111111as 2e 2'7 2e as ao !�IIIIIIII�IIIIil1111111tII1111�illlln !Illi!lilr� LEGIBILITY STRIP o 2 a d 6 i 1 1'� 1 Ia Ie 1 le I'o 2l 152 2711121114 o.,.I to C D ;y • a a ' 1 aw I i• EROSION CONTFi L NOTES SEDIMENT FENCE NOTES APPROVAL OF THIO EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CGNTINUOUS GENERAL. NOTES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE ROLL OUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF 1. ALI. CONSTRUCTION "'HALL. BE IN ACCORDANCE WITH DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE CITY OF TIGARD ENGINFERING STANDARDS. CHANNELS, RETENTION FACIUTIES, UTILITIES, ETC.) SPLICED TOGETHER OILY AT A SUPPORT POST, NTH A MINIMUM 6" S THE IMPLEMENTATION OF THESE ESC PLAN; AND THE CONSTRUCTION. OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST OR 2. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON DETAIL. EXISTING UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO r FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR BEGINNING CONSTRUCTION. ! UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO F011OW THE VEGETATION/LANDSCAPING IS ESTABLISHED. CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED 3. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS ANG PROPERLY 'HE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLMI SHALL A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND CORNERS. DESTROYED MONUMENTS SHALL BE REPLACED BY THE BE CLEARLY FLAGGED IN THE FIELD PRIOR TG CONSTRUCTION. DURING A MINIMUM OF 2'. CONTRACTOR OR AN APPROVED SURVEYOR. THE CONSTRUCTION PERIOD, NO UISTURBANCF BEYOND THF FLAGGED34. THE CONTRACTOR. SUBCONTRACTORS AND EXCAVATORS MUST CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE . THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6". ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF COMPLY WITF ALL PROVISIONS OF ORS 757.541 THROUGH 757.571INSTALLATION SHALL BE BACKFILLED AND COMPACTED, ALONG THE INCLUDING NCP :CATION OF ALL OWNERS OF UNDERGROUND HE ESI`UFACIL. ENTIRE DISTURBED AREA. FACILITIES AT LEAST FORTY-EIGHT (48) BUSINESS DAY HOURS, THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION NTH ALL CLEARING AND GRADING ACTIVITIES, AND IN 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE BUT NOT MORE THAN WEN (10) BUSINESS DAYS BEFORE 1 SUCH A MANNER AS 70 INSURE THAT SEDIMENT AND SEDIMENT LADEN MANUFACTURED STITCHED LOOPS FOR 2"x2" POST INSTALLATION. BEGINNING WORK ONE CALL NUMBER IS 246-6BEF WATER DO NO ENTER TILL DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE STITCHED LOOPS SHALL BE INSTALLED ON I•HE UPHILL SIDE OF THE APPLICABLE WATER STANDAhCS. SLOPED AREA. STORM SEWER GENERAL NOTES THE ESC FACILI rS SHOWN ON TH,S PLAN ARE THE MINIMUM 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE REQUIREMENTS F,)R ANTICIPATED SIT CONDITIONS. DURING THE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE SLOPE 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHAH CONFORM TO (HESE CONSTRUCTION PERIOD, THESE '�.; FACILITIES SHALL BE UPGRADED AS AREA HAS BEEN PERMANENTLY PROTECTED AND STABIUZEC. ?LANs AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAI SEDIMENT AND SEDIMENT-LADEN WATTR DO NOT LEAVE THE SITE. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY ENGINEERING STANDARDS. t THE ESC FACILITIES SHALL FIE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND 2. afATIONING IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. APPLICANT/CONTRACTOR AI'Q MAINTAINED AS NECESSARY TO ENSURE AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRE THEIR CONTINUED FIJNCION'NG. REPAIRS SHALL BE MADE IMMEDIATELY 3. USE 1-1/2" CRUSHED ROCK BACKFILL ON ALL UNDERGROUND UTILITIES. BACKFILL _ OUTSIDE IMPROVED AREA CAN BE SUITABLE NATIVE OR COMMON MATERIAL AS 'HE A FACILITIES 01; ;;vACTIVE SITES SHALL BE INSPECTED AND , SPECIFIED IN CITY OF TIGARD ENGINEERING STANDARDS. MAINTAINED A MI�'IMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS E _ , �� AT O INGTIAA A STORM EVENT 4. THF CONTRACTOR SHALL AT ALL TIMES ABIUE BY APPLICABLE SAFETY RULES OF AT NO TIME SHALL MORE THAN ONE IOpl OF SEDIMENT BE ALLOWED TO HA AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND r A TRAPPED CAT',H BASIN. ALL CATCH BASINS AND ACCUMULATE W1THI -- h TRENCH PROTECTION OF WORKMEN. CONVEYANCE LINES HALL BE CLEAN!_D PRIOR TO PAVING. THE A I A -� CLEANING OPERATION JIALL NOT ELI. SEDIMENT LADEN WATER INTO If I 5. RI'1 ELEVATIONS OF MAI VOLES AND CLEANOl1TS WITHIN PAVEMENT ARE THE DOWNSTREAM SY$lt`I. STABILIZED CONSTRUCTION tN1RANCES SPALL BE INSTALLED AT THE - --i rn. 42 '/2APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED" BE SET 6" ABOVEVE PA 'v1ENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BEGINNING OF CONSTRUCTION AAD MAINTAINED FOR THE DURATION OF 1 4• PA THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE FINIFHED GRADE. THAT ALL PAVFO AREAS ARE KEPT CLEAN FOR THE DURATION OF THE R PROJECT6. ALL STORM SEWER TESTING SHALL BE PERFORMED BY THE CONTRACTOR IN THE . ,--110 z ,��• . ,;2• EDGE FLAT SARSECTION A-A PRESENCE A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE PRIOR TO TESTING). NO SEPARATE PAYMENT SHALL BE INCLUDED FOR THIS WORK. TEST RESULTS SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED TEST TO BE 3' 1 1j• r a s' PROVIDED TO THE CITY, BY THE ENG NEER, FOR APPROVAL. rrr. - W + 12" a/• \ :, TACK ALL EXPOSED MATERIAL 7. ALL PUBLIC STORM DRAIN TO BE ADS N-12 OR --- ^�� PATCH AC TO GREATER OF 3' 6" °: - EXISTING AC CONCRETE SEWER PIPE AS SHOWN ON THE PLANS. PLAN OR EXISTING THICKNESS SAWCUT ALL PIPE SHALL HAVE RUBCER GASKETS AND BE WATERTIGHT. 8. ADS N-12 TO BE MANDRILLED, AS PER USA STANDARD. V-s. \\\ 9. ALL STORM SEWER SERVICE LATERALS SHALL TERMINATE 6' BEYOND PROPERTY 2 1 UNE UNLESS OTHERWISE PERMITTED BY THE BUILDING DIVISION, AND - B , l SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE ffffi r'IT 2' IN ACCORDANCE WITH CITY OF TIGARD STANDARDS 0 0000-�T0 ° ° 0 0 ° 0"00 0 0 ooO ° 0 0OQ OocPo0 o0u° 00 00 0o O n �n; ;,;•'� ,o'A� � ° °° o0 0° oo ° o° o o p poo ° Q o ° o 00 0 o °o o ° O ° WATER SYSTEM M GENERAL NOTES aal Y O O 00° ° p0 000 Oo Q O O O °0000°0 O°�O 8O 0 0 O 00 O QO 1. ALL WATER SERVICES TO BE 1• COPPER - o Oe9p a p v 0 0 Q° 2. ALL ✓NATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE O0O O O WITH CITY OF TIGARD STANDARDS. ALL WATER LINE SHALL BE DUCTILE 30' MIN. U°�O 00 o U 00G� IRON CLASS 52. 10 O 00� O oD Op _ 3. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C110 AND SHALL BE OF A EXISTING-� O U Q 00 p f�CRUSHED ROCK CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. \ 1 / BASE ROCK c) o cb Oo 0 o O O 4. WATER IN TRENCHES1 T , z. U 00 OO O ALL E LINE WITHIN .HE PUBLIC RIGHT-OF-WAY TO BE APPROVED - O 0 O O O O WIT1 SELECT 1-1/2- CRUSHED ROCK. 00 00 ego 0 \ autolt SARA AM B O Q O O O O O�°° 5 CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON BAR \-3/111*ane �_��s• x =• Pur 4,0OU o p U ALL NEWLY WD WATER LINES PER CITY OF TIGARD STANDARDS, IN THE 0000 PLAN EACH °x SECTION B-B O `� o 0 G PRESENCE OF A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE) TEST RESULTS BEDDING 3/4" - O" SHALL 3E CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED TEST TO BE \.� NOTE: x °r CRUSHED ROCK PROVIDED TO THE CITY, BY THE ENGINEER, FOR APPROVAL. FRAME AND GRATE MATERIAL SHALL BE FLAT BAR STEEL OR APPROVED EOUAL. 6. ALL FITTINGS S>ikL BE THRUST ELOI;KED PER CITY OF TIGARD DESIGN MANUAI.. ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE i HIGHWAY APPLIC' TIONS. 7. ALL EXISTING PAVEMENT TO BE REMOVED FOR THE INSTALLATION OF. WATER At UNES SHALL FIRST BE 'T' SAWCUT, 6" TO 12", PRIOR TO PAVEMENT REMOVAL. \` \ CURB AND GUTTER CATCH 8. PRIOR TO BEING CONNECTED TO EXISTING WATERLINES AND BEING PLACED IN BASIN FRAME AND GRATE SERVICE, THE WATER LINES AND SERVICES SHALL BE FLUSHED, STERILIZED, ALL IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. THIS WORK SHALL NOT TO SCALE BE PERFORMED BY THE CONTRACTOR. ' B T-CUT ASPHALT DETAIL 9 CITY OF TIGARD ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 r NOT TO SCALE HOURS PRIOR TO ANY WATER UNE CONSTRUCTION. LAN A I_ I I - J ° 110 «z�ca{m Mwn AN No. 3 10. CONTRACTOR SHALL MAINTAIN A MINIMUM COVER OF 36" OVER THE WATER LINE. A "E No. { No. a -Neu -AT s• o,C. sum 1 B s \ lI_ 4 ! 11. WATERLINE CONSTRUCTION UNDER EXISTING PAVEMENT SHALL BE SAWCUT ALD -� EXISTING PAVEMENT SHALL BE REMOVED, SURFACE RESTORATION SHALL BE A - MINIMUM OF 3" A.C. ON 8' AGGREGATE BASE OR EQUAL TO THE EXISTING _SEE ORAWINr, THIS SHEET "w°i '-' '�'' SECTION, WHICHEVER IS GREATER. A ► ► ---__SEE FOR FRAME AND GRATE ------ - i -`---`- _� POINT •A•- - a• OVERLAP (TYP - .) SIDEWALK ADJACENT TO CURB STREET GENERAL NOTES -_ POINT •B• RECESSED CURB INLETS TO BE INSTALLED k-2.0'-1 J 9 _ 18" CAST IRON 910 1 STATIONING IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. iwo VALVE BOX TDF' B HOOK BAR PLAN I BREAK FLANGE O 2. ADJUST ALL MANHOLES LIDS AND VALVE BOXES TO FINISHED GRADE. p�L - 18 3" MIN. �SIUEWALK 3. ALL UTlUTIES SHALL BE INSTALLED UNDERGROUND. c„iE��N- A..A MIN ` 6" MAX. !Y>2]>r PLAN VIEW trrc IN ACCORD1NCE WITH DRAWING NO. ,40e-ScumVARn To MI 4. STPEE7 LIGHTING SHALL BE IN ACCORDANCE WITH TNF CITY APPROVED LAYOUT. -' cum _ POINT 'A' MUST BE A MINIMUM 4F 6' HIGHER THAN Pplvr 'B'. + ' 5. UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC dl: EXTENDED 2 (1) I'x2' WOOD STAKES PER BAG WILL BE REQUIRED FM STAVING �' TO 6' PAST RIGHT-OF- WAY LINES WITH 36" OF COVER•, BAGS OR APPROVED EOUAL. 1 1�2• CURB - s t� TAR PAPER (MOISTU 6. SAWCUl STRAIGHT MATCHLINES TO MEET EXISTING PAVEMENT WITH NEW BIO-BAG DITCH PROTETION TOP OF NOR"or x 6" DUCTILE IRON PIPE PAVEMENT. PAVEMENT RESTRAIN ALL JOINTS W 7. USE 4,000 PSI COI "RETE FOR ALL SIDEWALKS, CURBS, AND DRIVEWAYS PER SIDEWALKS,rloT TO SCAT E .s'Ts. ►T'�' P •1 "FIELD LOK" OR EQUAL GkSKETS •. = - - - -p Q- ,, . •a: . _ _ CITY OF TIGARD ENGINEERING STANDARDS - 4 \`� •. --- 8. THE REQUIRED DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIALS O NAEP Q •e� •'� 2 le a' - SHALL NOT BE LESS THAN 95% MAXIMUM DENSITY AS DETERMINED BY '. HOLES ,s.1'. - 6" ME"-UG RETAINER AASHTO T-99. �' GLAND (EBAA IRON) - FILTER FABRIC MATERIAL ,•• USE SWITCHED LOOPS /'^�� • FILTER FABRIC . •. .. . 38• WIDE ROILS OVER 2'x2' POSTS + MATERIAL MAx s MAX • . otmom Cowst. JOPI CONCRETE PIER 9. THE CRUSHED ROCK BASE FOR PAVING SHALL BF COMPACTED TO 95% OF MAXIMUM •� 1/7 O•It WOW AREA s" GATE VALVE TIGARD O R E G C 1' t5" a 1z" ': __. s IlBLOCK FLG. x M.J. DENSITY USING AASHTO T-180. , ,'� ..' •♦ '• • MIN. > � Q � N0. 3 11010119J ,:I,. ' ' °' x SIDEWALK WITH PLANTER 2.0' 10. THE DENSITY OF ASPHALT CONCRETE SHALL BE AT LEAST 91% OF RICE M.J. 6" FLG. TEE �, o o t�• ,,. i ' . THEORETICAL MAXIMUM DENSITY AS DETERMINED IN CONFORMANCE WITH f I + wt i'•'••'.� STRIP A'r CURB Q AASHTO T-209 AS MODIFIED BY OSHD. s o }. .o - -. ; • 't r.;' - SIDEWALK11. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER CITY OF TIGARD, a. ' 'q i',••• r 3" MIN. BREAK FLANGE WASHINGTON COUNTY, AND 11 0. REQUIREMENTS, MULVA 8' MAXIMUM SPACING t, 1. i t t/{• 8" MAX. G" -4 /�•--- a -° t ;', : s;'. �- 4 12. OWNER TO PROVIDE ALL TESTING RESULTS AS REQUIRED BY THE CITY OF A R C H I T C T 5 ;• ' .' +.;': TIGARD. SECTION A-A SECTION B-B i'`•' • • ` �' NOTE: FRONT V1 SIDE VIEW _� - v ,•�.:i.,.. - NOTES: �.;•�:��•,�'.'�,:• '~'►.'.4 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" 13. ACCESS TO EXISTING TRACTS OF LAND SHALL BE PROVIDED FOR AT ALL TIMES. PROFESSIONAL SERVICE CORPORATION ANGLE BOTH ENDS OF FILTER FABRIC �' ' MVO 3 FORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: 14. EROSION CONTROL, DRAINAGE CONTROL AND DEBRIS CONTROL SHALL BE PROVIDED - FENCE TO ASSURE SOIL IS TRAPPED / CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 A. OIL RESERVOIR FOR AT ALL TIMES; AND SHAM BE IN PLACE PRIOR TO COMMENCEMENT OF 11820 Northup Way, Suite E-30C e' OF 3/4' COMPACTED BASE MATERIAL B. BRONZE ACTUATION NUT CONSTRUCTION. UNSATISFACTORY PERFORMANCE IS CAUSE FOR TERMINATION OF Bellevue, WA 98005 www.mulvanny.Corr C. BRONZE SEAT RING ALL WORK AT THE SITE UNTIL CORRECTION (N:CURS SATISFACTORY TO THE CITY. Tel: 425.822 0444 Fax: 425.822.4129 MAXIMUM DEPTH OF STANDARD CATCH BA,SIN TO BE 6' FROM TOP OF GRATE TO FLOW UNE SECTION B-B D. WEATHER SHIELD CAP PIPE E. SAF-ET' SLEEVE COUPLING F. THREADED NOZZLES WITH "0' RINGS 401 �� R INTERLOCKED 2•r2' --� PREr,AST CATCH 9ASIN: POSTS AND ATTACH MINIMUM WALL THICKNESS TO BE 5- G. NAT10N41. STANDARD THREADS TQP VIE REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WF.LDED WIRE MEETING A 2. SAFETY CHAINS TO BE REMOVED. D E N 1 c: N I N c 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 011 11111 - -�- BY DISTRICT FIRE MARSHALL_. ��s4,pbA t SEDIMENT F=ENCE GUTTER AND CURB CATCH BASIN 4, HYDRANT TO BE INSTAL-U'.D TRUE AND PLUMB. �i 10450 SW Nimbus A.e., Pc ritrend, Oregon 9722.3 NOT TO SCALE - 5. NO OBSTRUCTIONS WITHIN 3' 0" RAC;US OF HYUPAINT. �= A 1& $031603-9933 FAX: 5031603-9944 NOT TO SCALE 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE F•)';T TO BE PROVIDED. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED ; .�j r � PLANsc.P IM ENOINIIaLAnoc ARCHITECTs"SURA 10" E -- BY ENGINEER.8. THRUST BLOCKS SHALL NOT BE PV.CED AT HYDRANT LOCATIONS. "--,,, 0 1 , APP�we A I— NO ScAlz AGUOM P. FIRE HYDRANT opo. NO. DATE 8/6/99 A in DESI'"'FU C. NEGELSPACH ' � n r ^ I r INSTALLATION - 40 ) lJ A Q J �_) (� F l� I J a'"� .A>t 1� ., 5 4 ENGINEER I J REIMANN _ 1 - f ' -- CHECKED I DETAILS C7 AUGUST 6 , 1999 {"'�"7.WC19 °' --- - - 1{3 0' 203 Crr ... ...__._._.- ___�._._._.-...,_...-.-.- ....�.w..w•...,w .. ra9.0.,..;.- :, ..,.ww.. --unw,nwr.qwi.. wO,.+vrratl•E1Ca'�M.I.�Mnlil l ILII ILII ILII ILII ILII Illi VIII ILII ILII II11 ILII I I ILII ILII ILII 1111 I II ILII ILII ILII ILII 1111 ILII ILII ILII IVU 1!11 ILII 1111 ILII 1111 1111 AIH II11I1111�111 Illi ILII 1111 Lill ILII 111/1111 ILII ILII ILII I I I I I I l l i l l ! 1 1 1 1 I� 1 I I i I I I I I I I I i.... ....i I mambo LEGIBILITY STRIP 0 00.1 I 2 3 1 b b I o 1 1 1 s I9 14 I� I`f E� I� r>tF s'fi >l��t s'� 1� s�7 �! a10 (L,I 1 , ! NA _ -. JkA�D s. ...-r.. -_.�. �,...... .FV �o s a. SEE LANDSCAPE ALAN FOR REQUIRED E� j\ LANDSCAPE IN THIS AREA. SFOR EE PSS ENT SECTIO v X\ 6' MIN. - \ /\\\/\\ \\ \ EXISTING SURFACE GRADE xx 2• o• Vii/ /�\ j/\\�'•� 6• ~ \ ALL NONMETALLIC PIPE SHA;.L HAVE AN ELECTRICALLY/ r S' BACKFILIL A80VE -GAUGE, INS LATED COPP RCONDUCTIVE TRACER FOR 'OP OF CURB AT AC GRADE PIPE ZONE LOCATING THE PIPE 1N THE FUTURE. 3/4•-0• CRUSHED ROCK BACKFILL IN PAVED AREAS- GRANULAR BACKFILL Jp _ APPROVED NATNE MATERIAL IN AREAS \ TOP OF CURB 0.5' ABOVE AC GRADE -6--�� ,00;`00 - OUTSIDE OF PAVEMENT \ rooc0 12' IN.. - EXISTING MATERIAL � � 7• �. r,j'� I I �G' PIPE ZONE \ \ SEE LANDSCAPE PLAN FOR REQUIRED BACKFILL o 3/4•-0• CRUSHED ROCK OR SAND \//\ LANDSCAPE IN THIS AREA. 1 I '• -#4 REBAR 0 ` �r STORM AND SANfTARY SEWER //\\ `n • ' '•l r 1, o '/- 3/4'-0• CRUSHED ROCK/\/\/\� l �� . �• 00 NOTE: \/\\/\\/�\ i r l T--• 4-MIN � .0 1. BACK IL_ IN 6• _!FTS \/�\\//\\�/\\ \\ N r l• 1 CONCRETE SHALL BE 3000 PSI AT ---- 2. COMPACT 10 95% OF MAXIMUM RELA'rvE 28 DAYS PIPEZOGEJ / / '/ / h DENSrTY PER AAS-,17O T-99 IN PAVED OR 1 GRAVEL SURFACE AREAS. COMPACT -0 \ 2 DOWEL INTO PAVEMENT WITH 9OX OF MAXIMUM RELATIVE DENSTY GER \\ L NEW CONCRETE SIDSWA,.K \//�/// 24• /4 REBAR. PIPE O.D. -� AASHTO '-99 OUTSIDE OF PAVED OR PLUS 18'MIN. GRAVEL SURFACE AREAL. SECIM Y A-A PAY FOR EXCAVATION WIDTH BACK%ILL 3' TSE OF NAIVE MATERIAL FOR BACKF,L� O BE DETEPM NED BY ENGINEER, TYPICAL 4• PARKING STRIPE WHEEL STOP DETAIL STANDARD TRENCH DE'T'AIL SCALE: NTS SCALE: NTS 2,-5 /4•—I GENERAL NOTES: BASIN SHALL. BE CONTINUOUSLY +GELDED. SIDES AND B0770M SHAL_ r___8' BE BUTT WELDED OR MEMBERS MAY BE OVERSIZED AND F LLET WELDED. LGE T� 2[N_AJ ALPtiALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN AND i I O ��F e• :LEAN OUT. 2'-5 +/�• - 3 BREAK SHARP CORNERS Ar"TEQ WELDING$. RAMP DETAIL I I 4 ALL CATCH BASIN GRATES SHA_L BE SECURED TO THE BASINS SCALE: NT$ I USAG BOLTS OR 07'-ER APPROVED --AS'ENERS. SUBMIT METHOC FOR REV=1111 8Y ENGINEER. — � Y*,a rA>'oArm ow 0004 CRATE wOM GRATE (2-3/4• »sCx - HATED 3 +/2-i 11 I-2• 50.000 'AS) SON a APPROVED R ! , r—POTALL 1-1/2' OM► I j 1 '/2 OPO4�Or ST,M� S $TEFL .EEPKXIE 0k kL +o• - +o• 1.0114 .m, 1/4 h,, (r 910ES EXCEPT OLM r ,— KTM • 0 1/0 M ST MOLTS) 00"14 Tp MATCH(-OwITE oa•*+ ORATE nRwE 3• CE?l+ \191 1/4- AAKLE 3/+0 -1 1/4 1 cryp3,-C' M � /I - 10 ow sw STD SEW OCTAL 'e- 3/16 .e BEiOS METAL C". T Q� e• \ I CALCULATED I.E. OUT �` qw)>3 � AS SHO*% ON PLANS SEtT1GtA c-c I— 2'-0 +n• SQ.—I lat�eemd STANDARD CATCH BASIN SCALE- NTS A� MULVA Y 4 P - PROFcSSONA, SER ICE 1,OP CA` ..820 wat�jo Wad, Su;te E- Bellevue, WA 98AtiJ., ***.TuIronr, .. Tel: 425.822.044a a.: 425.822'4' +p,R R♦ � R O E S I G N I N C 10450 SW Nir•t)us Avq_ Portland, Orew 97223 * 5031603-9933 FAX: 5031603-9944 Of OI \ '. � Pl1M�QS•E?rQED13•.A1O!(i1PE M011ECR•llllrE'UAS LE - -- D�— _I 816199 - DESIGNED I C. NEGELSPACH G R E G O N ENONEER I J REIAIANN (>iECKED DETAILS C8 TM SW OvenoLo S6. EIoltet-ft"T.NECIO"40S0! AUGUST 6 , 1999 6.of I 203 —JaIlLITT STR1p i 2 3 4 e f + ♦ 10 11 rZ 13 +4 is 9 i9 20 21 22 23 24 25 28 27 28 29 30 CD y REFERENCE MAP - LIMIT5 OF CONSTRUCTION _ GENERAL NOTES: LANDSCAPE PIAN PLANT MATERIALS SCHEDULE COK-RAGTOR TO o£RW- J-.. AJ4ER .4N0 UTLrrY CCMP.4.'ES '-E ..OGs'?r6 A.- tlriLR1E6 Al2OR SOK6TMUCTIOk TO :)E'EWt►4jE %% *«E c'E_Z /•�=_ _ -- - r-LRUTS OF CoN5T131G"�h --.E -:GT LOGATCN5 AthC E-EVA-ON& OF A&.— Ex6-Ws : ES FA 0�""1C� �E� ..S• MAO" ,al' A Qa'i0W 's' :�,► :.5 b-CUK _. -C—"Eft °,HMN ON T•+C Pl 4i5 OR 40' --C �.dh'R1GT'JR 5+4_ C.:,_ -- -- - -- __- ♦ 'Y 01�0TEC-ON 5EFcv-CE �. ►•OlJ?S WMR,OR 'G C01�6TRS.G'Ck Y' :31f1�KJgl5j 0Ri.1' ".:P'F AMR af'.*CV" �dt10.(Ks i' CAS .6 5�-<A-K - t CU. R.SG'CR 5•.A.. Ex.:bE F,N 5-. 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G N AIN 13 Ib 1 n 70 �wl' r��r�- _-^,_----.-rte_-.-"'�•---'- -__.-----_.-._.-_-_ ��_ _•--.� � � / �-`_"„ ��1 '�_` / 11` \ do/ ..�'1.../. dp so 40 do 1.0-100 do 410 OPP EXISTING LANDS(--APiNG r.��• TO REMAINoTMOU �•��r `��' TH ROAD - TIGARD, OREGON u MV LV ARCNiTECTS PROFESSION-L SERVICE C0PPOR4TION 11820 Nonhup No, Sulk E-300 Bellevue, " 98005 www mul�ann,com Tel-425.822.0444 Fox:425 822 4129 - 0 10' W 40' i SCALE: V= 20'-0" COSTCO WHOLESALE LANDSCAPE PLANTING PLANL 1 . 1 TIGARD , OREGON J U L Y 2 , 1 9 9 9 98-528A —-- ---- ------ ------ - -----__— — — 7830 SW DKlmouth Sh SUP1888-00497.MECIM-00309 18!of 203 ,..,.,...„:�.•r.vu/wNus.. .a:._ v .rmo .r._.�...w...yywnr,.-...,� I�MFw. -.,,,n C^STRIP 2 3 LEGIBILITY IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1f1111lIIIlI111�11 IllllllI_unllnllll1111111 illllllll NIIIIIH illllllll IIIIIIIL,;'�{�1!II111U1i IIIIIIIII Inyun II �IIII III11 III nnjilu IllilllLEGIBILITYTLEGIBILITY - C) c. a 9 10 I 1 12 13 Ia CD Y• „x- $I 'i r ►"1 `f i T r T �. , NO ; _RRIGATON ERiALS rEGEND N ALL EXI57N; G IRRIGATION INFORMATION - ---- a. a .£fF' �-_ .ate :mac :_ -Y � �� __E �-046 IS '• CEN FROt-1 IR ��RIGATION PLANS _ _ _ -=4 i - CO!"'PLETED 5"r WC-4 PACIFIC DATED --- - _.:-moi a� ., -- s..-v, a -.e - -= 12.17'.e3 WITS Ti 4E LATEST REVISION DATE READING 5.5.94. ALL E X'ST•I NG -3.6 �- *Eb Jn, RR I Cs AT'ON !REFERENCES Si-4OU �.. :r.�.:�.t -�.. �..:� -- FiELC i►°'ERIFif=D. NOT'F`!' L4ND6C,4PF �.'``� - � _ 3•Ts �'" =.tiG �£�"- �G' ti.'," : .l.E_ r1-:R~ %' G •?•.� AIRC:":'ECT OF ANY D ISCREFPi-�NCIES - SE�O+�'.E S''>Z RT INCs :ONS''RCT' � * macre.; :s x_aux b_EE• .A 't.:*15ER NG It"01A`!' NEED TC BE 1'''''OD `�'ED �-. .� -� _- . _ E T �.��✓ � SON �R � -- `- ->R.:.;-� D� C '' D E:_E T I ON OF _ ZONES. L,=ON NOTIFICATION OF ''"E � ''_ =`� � I I " a_. �s. -"Ka f= F t 3...1 . r _ _:.,•Lv-^.- :S" c'i"^Ls sGT':�"'�., � ,�- "E''- `-- ARD�D 'CONTRACT THE GENERA 1 �•cz a _ ;_, ,_ ,� ._�`_ _ _ . CONTRAC-OR SQA �, _ _ LL CONS CT wRS _ �� ,�,� :3 .a�� DESIGN 7,"-",N, OBTAIN A COPY OF TSE E . ,AE & be :�- ____- - .r+ _?. a�� zQ Ks � \ S.1�sE �L -t a'. C-: .:� E _ads �:,K'arric �E?J�C C J EX'STING IRRIGATION PLANS PRIOR TO W -�S Exp -„ - - _ice - CC)NST'� O CTIN. 2 _ - ��- � � e �. __.:.- '•f's- _ 5- AL" 'RR'GAT'ON NOT AFFECTED B` ' • b' -� PROPOSED CONSTRUCT'ON SALE BE _ - OPER,47"CN /1Imo►L.. ��R�i Ri �STf�V�IfiV' _ a-WE-W, San EQ - --'4 5►Q'tr `/T� --age s5iw-w"`= — \ Na Ir -' , ,� •..,_,� - S�+ORT , p�.�c SARA =R �/ SG�4• Q� 5►aR.,B JjD-.�' 5�4VC..r'R �z� J ' —._��_ �F= C a jp IE ac - _ _irk • _ - �._ - TM \♦ "Nk �-r= - V4,Lti'E AND �"►AINL!NE LAYOUT IS \ - � ?• 79 D i AGR *"AT i G VALVES AND '"1AINLINE ;. SiI- h IN BUILDING OR PAVED AREAS ;, \�• =' .ARE FOR CsRAPiII41C CLARITY ONLY. � \\ ALL VALVES AND MAINLINE SCALL BE \ INSTALLED WITA:N LAP05CAPE AREAS. cosrea •� �O NOTE: C4 N U''ILIZE EXISTING IRRIGzATION \ = \ SLEEVING 04ENEVER P05515LE. a 'IG-•PD, OREGON mu~r \ -- - ----- 1. \ Ur \ u'- _..:d_ t•. ,rrY y/a,a+-ISP. cbsrco YA (' `fir' �`. ^�� ♦\ •-r• 'rr+r.c '': iwi .-<:: A �hA W MTC. ,. - SEE SWEET L1.1 W ,%rTONS!P!E - ET L2.1 'W - d�� t#■t:�w■■��■■■■■■■■w■ ■■■■ro■■■ ■��te��w�■■��■wosr�wer�■s■■■��■ ■sem ■■■■■ i�■■■ ■■■■w■ ■■■■■■■■■■■ ■■■■■■■■ ■��■■■■■■■■■w■■■■■■■■■■■■■■■w■■■■■■■■■■s•■■■■ ■■■■■��r��■�► � �■w■■w■w■■ ■■■w■A■■■■■■■■� - -- - -� - --- — -- - - - -- \ : _E — 2C. -C., COSTCO WHOLESALE DSCAPE IRRIGATION PLAN X2 . 0 I LAN OREGON TIGARD , . ------ ----- - - --- - - ------ _ y, 98-552-3 A 77 lC!'i1tlUT1 STRIP ,y . .. - _...... _..... .. ,...,......a,..,v ,,,ri-_ «., .... ...., r0* r� �+ #.t - t k �I v a' 1 Av a ♦ MATCHL INE SEE SWEET L20 ♦ TCHL INE - iSF S1�E� N' X. bly � -NOTE: IF PO69I15LE 0 E \ - :xISTING IRRIGATON ' SLEEVING TO C ) NECT PROPOSED VA-VE FOCIM ' • EhISTiNG MAINLINE TO \ PROPOSED ZONIE. i NOTE: CONNECT PROPOSED ZONE TO EXISTING ZONE AS t INDICATED.:4 .. .r• •,rte'. :� L� / / As EXISTING IRRIGATION TO REMAIN —�• _ t I ---•- - _^ _ � EXISTING SIDEWALK 5EE SHEET L2.0 FOR IRRIGATION NOTE5 AND DETAILS I NO'S GGtJvEGT PROPOSED — ZONE TO EXISTING 'ZONE AS INDICATED t . _ - --- .• --- — _. _ - - .. J i I I NOTE: 1 UTILIZE EXISTING IRRIGATION I y 5LEEVING WHENEVER POSSIBLE. i y uj t z I ® z A=:D IRRIGATION «rEAG'9 AS `" � i � � F- I • / REQUIRED DUE TO y► I a I �O►NSTRUCTION OF NEW C,4RB i - D STRIPING. ,�►�CT Lu � r, I iF3iJBBLER: IcrZOM PROF'05ED 1 ANDSCAPE !SLANC TO - �W 1 Ex STIN+a _ONE AS IND GATEC r, UU I �u 1 — 1 I I 1 - �rr RR,GA"ON HEAZ C$ :48 RrC.0 RED DJE TC SONS'RL4"ON OF NE_ I 1 ,JRB L.4G 5-RIDING NOTE: IF POSS!DLE UTILIZE - EXISTING IRRIGATION SLEEVING TO CONNECT I 1 - / PROPOSED vALvE FROM EXISTING, MAINLINE TO I I I �wft_....�'� PROPOSED ZONE. - - I tiCTE C�vvrC' oRO+"CSED -- ' I 1 3QR'�vK_FR -•E•>:;S 'C ExIgT!rrG - - - ZwE "COTE ZONE NUMBER IS r AS I NUMBERED ON AS-BUILT RRiGATION FLANS DATEC 55.941 `�. -- - -.- - - _---------.. 2 F !!. BEING EL'MINATED DUE TO NEu PAWING •� • 4 ^ PAWING CONFIGURATION. r EX'STING IRlrcIGATION MAINLINE ' ..- •, - _-_.- I I (FIELD vt=RIFY ) _ � -_.. -' .` • - r ( NOTE: CONNECT PROPOSED 9F'R14KLER • �, r ` _ ' _ NEAD9 TO EXISTING I.1EADS AL01mosom" / _ _ _ __ PERIMETER OF PARKING LOT ALREADY' ON • ._ y�.•- - ZONE 74 / .-- d000 .. slop 10 10 M'� moi• ��.. ��;r;-•-�_.---•-_"'__ ---•--- ._ �-� �`.► • � • ' - `� �' `\�`_ "•+.. `l ` -\\�`'` • � • �� • 41.1 • �w•. • • �� • i J Jam. EXISTING IRRIGATION MAINLINE ® EXISTING POINT OF (FIELD VERIFY) - CONNECTION CbS7W OUTH ------------ TIGARD, OREGON - MuLYA4�"; A R C H I T ES PROIPESSMli SEVOCE ,OR O WICIN 11820 Nor+hup aim. Suite E-3013, N*,A '•va 98005 -w#w mukinn,cor•' T4:425.822.0444 Fax:425.822.4129 I'll, 0 10' 20' 40' SCALE: 1 "= 20'-0' COSTCO WHOLESALE LAN DSCAPE IRRIGATION PLAN�I L- 2 . 1 T i G A k D , OREGON J U L Y 2 , 1 9 9 9 7e osWDrobnoostr. 98-523 A - — —— -- _ _ .mEcl o amm — 66 o1 M3 LEGIBILITY STRIP — Ae I 1 7 A 9 10 I 1 2 13 14 la !7 8 19 20 21 22 23 24 25 28 27 28 29 Alk I p 4i•r rrr CD L a, z `r A •Vis,. F rn a� rn rn I I ,n v Q O N 12 1� �9 C�7 05 , 4 3 2 134'-0 � 0 0 55'—O' 56'-6' 46'-Ir 54'-O' S4'-O" 54'•-Or54'-Or fi0'-Or o - — -- cr 20'-6' 25'-Or 2!5'-0" 25'-0' 25'-0r 25'-0' 25'x0' 25'-0' 16'-6' 11'-6' 25'-0' 25'-O' 25'-0' 25'-0' 25'-O' 25'-O" 25'-Or25'--0' 10'--6" ir 59'-4" 8-8' 66'-1}" 8'-8' 59'-2}' 8'-8" 63'-1" 8'-8' 100'-3" _ M.O. o- - ----.._._.----- - - -- - M.O. M.O. M.O. -- -- . ---- (�i�------ - - cn cr 6" CONCRETE SLAB w o n. ON GRADE w/y4 N c� O 18"o/c EACH WAl• C O M.B.S. TO MAINTAIN/PROVIDE \ � O MID-U -B r- LATERAL BRACING ALONG GRIDO) Q D , ODER SUB-BASE 1'-� UNTIL CO PLETION OF STRUCTU E O m PREPARED PER SOILS � �� AT GRIL KI REPORT, (CHAIR O C-4 O 3'-O'o/c MAX. EA. WAY ) S.J. O NEW[-...- o OP TYP z J Z `v -- COLUMN TO l e I B-4 --'� �4 I - 4 - �� oo OK (-1'-4') C.S.J.. TYP. I ' �� I 1 _STEP F4 0 F4.0 F4 0 1 F4 0 F4.0 �=�F4 0 F4.0 " ( 1 -4') 10 S.J. F4.0 F4.0 -+F4 F4.0 F4 0 F4.0 F4 0 F4. .�F4 0 �F4.0 F4 0 -i 'T --- - - _ FTG F6.0 --- - -- - - -- ;• - - --- - -- • ---- - 10 tIj 10 F6 0 N N N i !n �(Il V1 Vii N fn N N N N N otn N N N N Vi N N I - , � — >C S ` . FA _ TLD FA FA — — FA — — FA FA FA o - -+d N L - OJ IS' F6.0 rQ C04, �E� -' �� MATCH EXISTING RfuA/ I D-4 -�� XI A JOINTS IN BLDG. (;%�N fJ/ )►,' 4�v r �' h EXIST. WALL & COLS �JG� PI TO BE REMOVED ALONG SEE SMT. S3 F.%- `" GRID J AFTER ADDITION IS COMPLETED. FOR PHARMACY i I .i � z 1 � I i i I Go i 0 + SEEM] ry �. ! 0 fn U W 0 0 L. ` i W W W �- ( a - - WIC - - N m m m z m Mx V=1 N N m 8 CE } + - - _ - - --- - _ _._.._ - - - - -- ' E ED I ril SEE SHT. S5 f I ) 1 11,7 1 i.J 10.1 10 FOR R011SSERIE 11 o 0 00 ,I - �-_p` I I I it II r -_-_I r:: •1 1=1 I _ � 0 c'9 I Li 0 - SEE SHT. S6 I O N I 6" SLAB ON GRADE FOR CATWALK W �� { INFILL AT DOCK I I I - ` II LEVELER (MATCH EXIST.) 0 INFILL TO MATCH EXIST. c I I I I III i S1 � Z � Z UQQ CCI C �-- o w L / 03 ocn° Q J Ln l� I 1 �L0 it Z � Q 0 af� C� �l i- J I I 0 B - -- - -- - - -- - - L - - - - - - 0ry _ I uj \ I ! I SEE SHT. S4 I I SEE SHT. S3 N 0 FOR NEW FOR OPTICAL "' OPENING - - o I ryL1N OPNG\ I FILL c �_J ' I III I " H JOB NO: 93085007 o ENGINEER: M. CHAMBERLARJ - - - - — - — ✓� DRAWN: BDS DATE: 12-21--99 LO ® ® SHEET N0: FOUNDATION N DATI 0 N ----- PLAN __ --- N �" si 1'-�' T P OF G IS A 2. TOP OF FOOTING ELEVATIONS INDICATED THUS: C4) Z ger awnarnn«ansn.3. CENTER FOOT!NGS ON WALLS Oq COLUMNS, (U.N.O.) 10.4 1 Q 8 fj J .3 2 1 fiVP1999OM97. mouthStf. 5. SEE DWG. S7 FOR 4. SEE DWG. S4 FOR FOOTING SCHEDULE. J ERAL NCIES. �•-- - 169 or :u' COSTCO TIr,ARD Cm � 'Illillllllllllll IIIIIIIII !Illllllt IIIIIINI IIIIIIIII I!Ill�lllllli�lllllllll I�IIj IIIIIIIII 111111 11111/1111 IIl�lrllll ILII ILII ILII ILII ILII ILII ILII ILII UII Illi lf"13 l 'ill ILII Iltl�ll1�11'I IIIA !III I;il I!il SII! II'il! it ILII I{" LE6IBILTTY STRIP o 1 z •jl 1 1 I h I I I I ( I I I I I I I ( I I I I I I I I I I .--.-- rpAw.la O • ( I t 16 13 I4 IO 17 Id 10 1 ! , 23 2a 2�S 28 27 28 20 30 C D , L. ...ter Bio { 12 11 . 9 7 (5 r4/, 3 '2� I - 54'-,TSa' 54,_T 6 - ter.-- - - - - -- - - - -- --- t - - RCAF ,i0r5T � r ROOF OtST • S'-D'o/c am • 5'-To/c~' TYIPCAL "✓pc& a RIDGE Ea% o [29'-O') =I z ( f I � � I � I z LJ 77 Oil LX 71 77 +f I I ! 1 f � I i , I ! . J ti_—.a —'• - Zj1j ' --� s •-moi I � i -�- i}��C I ` I I i I may(, I � — = s r - .y > — � 1 I ► � I fl I + I I i I I ( I ' i I we rs aa� s:r. >C _._ _ ••, _ � � _ c aE _� -C (Do • I ► , � i � � I IIS ! � ► � � � i , C 99 - ---- 000� ,�I i` I j j I i i I i I i + i f-i-i-• ' I I I I `• ' - - - - - - -- -- r--T-=-T-T= -�� L, ► { f � i ! I ( I f I � � � ( i I f ► I ( I I ( � � , � ; I I , � i � , i � ! ..— --- f . � � ! } I Ill li I I I � i i � ► � Q o � _ t f ( i I 1 � I I 1 I � I ( I I I I ► ! ► + fi� ,o _ a " I I W ; ocn I j I I i { , I i I il f ( , _► � 4 ono I I Lr)i OQ Z { I I I f I Ll cn I ( ! • { , I � � I i I Z Ii Joe No. 930&W07 T TDPA" ws i = � r 12-21-99 -- --- ' ROOF F'RAMIN PLAN - D12S210.3100 _ _ o 0 0 0 Deaf DATUM. 1:of 203 2.) < '- '> I40"TES TOP OF PIPET EL£✓ArQ+ ADM DATUM. n.. - -_ L +ER To v V,IU AND 'OCAT►ONS rv.STRIP _ ...i....r,••o�,,, ............r,..+•-aYl. .r.. y�pwua n/I�kex�.v.rok*� ....._ .. .• - ..•:,•. +r.sv .n.wane.w,npowarwrpglyyp...w.r . MOW'" ..,...,.. X, x z y 2 ♦ !� 3 ` 'O f 1Z ,'a I♦ 1e 'O 2r0 21 22 23 24 si � 2e 20 3= '16 CD fir..+-,.....___..r........,—..,+..+ ..wo.-.... ala .y r .r 50-0` EXTENT OF DECKING _S2'•-0" PHARMACY LAS 12'-0" 6-0' 22GA 1} TYPE "B" < o ROOF DECK TOP OF NOTE: DURA;LE METAL SIGN FRAMING (BOT. OF DECK) I TO BE POSTED STATING 'N,, IS O ELEV. 12'-3" TYP. STORAGE" Tl'P. CEILING OIST PER PLAN rc%.; O PHARMACY- NOTE /7 (MAX JOIST $PAC NG = 4f � ROOF DECK PER SCHEDI,.L.E BELOW FASTEN TO _ ■ -- _- - - - - - - -. - _._ - - 3 ^1 \ FRAM NG w/+�'• PJDDLE WELD O 24"o/c TO CEILING JOIST SCREW TO TOP - - - - �+ ALL FRAMING (FOR SECURITY). - - TRACK 0 16"o/c & 2 SCREWS TO EA. STUD 1 Z" JST. SECT ON CT'Q ON *A- w/6 SCREWS < '1 4 _ _ ri AS SHOWN - . I I w p 0 HDR. - = - _ x = a 1 to I-I SEE NOTE K \ I SEE NOTE v 0 A-3J /8 „ ,n REV16GA. TRACK BLK,;. BTWN A._ I `8 > CONT ONLY BRCV DECK NG 0 I G I CONT JC STS PRCV DE 1+�" . '6GA. \ I ANGLE E.E. w/3 SCREWS PER IG I NOTE: CORNER = • I STUDS NOT SHOWN ' . g• . rr IQ V,I I FOR CLARITY NOR (2j 012 HEADER HDR., i (2) C12 HEADER ; f-3 �^ 1� F-3 F-3 er OPP E-3 DPP. t-3 SIM 1 T SPLI-J (F-3 -� � �- w6GA.TO x TRACK TRACE w/9CSCREwS O 6GA. 'RACK SASE ^_ �� AS r f ��``�! 1 ' 1'-t0. (4 E.S. Or SPLICE). ADD SPLICE O Z HEADER *,16 SCEAS•FQOu S Q SCREWS 0 EA CE:,_NG EA OF HEADERS TO TOP TRACK, THP TRACK 'C ,AMB S'.._ a I \ Es JOIST TYP \ SCREWS TO EA ^�AEcR .�• ♦ � \ 9 I�C,- -E" 4'-5 1'" 1f'-0` BETWEEN TOP TRACK TYP. CONTINUOUS _ �-1.- �.!-� - ADJACENT WALL `\ NOTE: CENTER UNE OF PUNCMOUTS I'EAOERTO BE 1FROM TOP do BOT. ENDS I OF (2s) SORE*S O '' SCREWSD0 B'oi.: O JOIST O.'ER WALL (SEE 4kc?e� ` 1Lo/C TOP & PLANS FOR LOCATIONS) ; �,; PHARMACY PARTITION FRAMING PLAN _ Cc �� -►�� P -_ ---- - �_ I + .1 BO NEACE T'I'P JOISTS THAT ARE CONT. ___ - Y O'. HEADERS COPE OUT G w 8 FULL HT. OVER HEADER OR WALL 1� WHERE NOTED ON 1. SEE DETAIL A--3 FOR TYP. FRAMING DTLS. (u.N.O.) d>' �' ✓ F._ANGES SO WE85 LAP 1} �'� 1' � ♦ MiN w/,;AMB STJDS & SORE* NOTE: CENTER JOIST WEB �� 04 PLAN 2. TOP OF FRAMING, BOT. OF DECKING O ELF. 12'-3" (;J N.O. OVER WEB OF STUD BELOW �p 3 DO T USE DECKING OVER PHARMACY' OR "VAULT' OR TORAGE ROOM BELOW FOR STORAGE OF ANY K'Nrl ' WEBS C S JDS «/ SCREWS � L, (7YP. AL JOISTS) '�-�OQ�c' CEILING JOIST 4 WHE�"HILTf BRAND ADHESrVE ANCHORS ARE CALLED OUT DQ ► T r ,. I (2 SCREWS O ;$H SURFACE ~ NOTCH FOR TOP SUBSTITUTE OTHER BRAND ANCHORS WITHOUT WRITTEN APPROVAL E.N.W NOTE: pNLY kNCmORS - 12�o/c FULL .�j ��.� TRACK SCREW TO WITH CURRENT CODE APPROVED VALUES WILL BE CONSIDERED HEIGHT ( G.W.B ) PULL ! rQ STUD w/4 SCREWS 5 ) WHERE BEARING WALLS SUPPORT JOISTS 0 16"o/c SPACE THE STUDS 0 16'o/c DIRECTLY BELOW JOTS-S. H IGHT OF *ALL, FASTEN --JAMB STUD "L S"MM / / MIN WHERE BEARING WALLS SUPPORT JOISTS 0 24"c/c OR 48'0/C SPACE THE STLDS 0 24`o/c DIRECTLY TO STL,DS */SCREWS 0 _ BELOW JOISTS. WHERE WALLS ARE PARALLE_ To JOISTS SPACE THE STUDS 0 24`o/c SEAT STUD WEBS ROUGH - '.RIPPLE STUC 6"o/c ALL G *.B EDGES TIGHT TO WEB OF TOP do BOT TRACKS, TYP. a2 1 OPNG. do 6'o/C TO = { 16GA- ANGLE O G.W.B. 6. PROVIDE TCP AND BOTTOM F.ANGE BRACING PER DETAIL A-3 SEE 'JOIST BRACING SCHEDULE" THIS SHT scl� INTERMEDIATE FRAMING _ CEILING Ac FULL HT. G.W.B. 7.1 TYPICAL. WALL HAS G.W.B ONE SIDE ONLY FULL HEIGHT TO CEILING JOIST 1 (TMP- A" G.W.B. .0 = WALL SHEATHING 9.} WALL HAS G.W 8 BOTH SIDES FUL. HEIGHT TO CEILING JOIST AND HORIZONTAL STRAP 0 BLOCKING, STEEL STUDS), (SEE 9 0 ExPOSEC PERIMETER *ALLS PRO-IDE G.W.B BACKING FROM ELF. '2'-6' DOWN TO STRUCTURE. SCREAS 0 '2 NOTE #3) - EA F-ANGE 0 -- WALL TOP T K S .L&E 0 COLUMN(S) 0 " L1 x 1* x TSCA. w;18 SCREWS r^ A C SAME x TRACK/BLOCKING BEND ST.. L TRACK, c _ �- - _ - GAGE AS STJ.S C■'_ ._ . JP 4" 0 EA. END _ •,uERED (9 EA. SIDE OF COL.) - UP TO -cADER MIN. 4 SCREWS SINGLE W NDO* STRAP TO �^ SILL TRACK B'-OCKING �^ - ALTERNATE BILKS 11 WF BM. COL. PER M.B.S - ;J- _< CRC) TO FIAT S'pl+P` ExCEF' _CONTx OGA. rLAT STRAP 1 c TOP TRACK 3 -• -- COPE TOP TRACK AS REO'D CEILING JO ST PER PAW (LOW) LAP 3 69 CONT. JOIST AT SHEAR AAL_S SEE %OTE 13 */'STUDS. ADJUST SO Y z 6 SCREWS 0 � / ►�Q JOIST OR S UD 11. x 20GA -- TRACK BLOCKING SIZE do GA TO MATCH EA JO ST PUNCHOUTS OCCJR 0 'HIS LAP. z CENT FLA' STRAP �-+ STUDS. PLACE 0 10'-0"o/c MAX. ALONG _NQM TOP TRACK MUST BE TO STUD TOD OF WALLS j w/(1) SCREW M-N WALL & O EACH END OF WALL CONTINUOUS BETWEEN Au„ACENT - 41- - - 0 EA. STUD do 4 WALLS 0 0-3A - _ CEILING JOISTS ` Z .O r Q STUDS O 16"0 COR 24'0,c PLACE O 16x0/C (LOW) , SCREWS STRAP TM � ?• �ItJ• I ^' �� ONE STUD MIN/DIRECTLY BELOW EACH JOIST. L z BLOCKING MIN. 6 / E `-SHEATHING PER ARCH SCREWS 00 -4 SHE WAL_S WITH i 1 SILL TRACK (SAME GAGE AS STUDS)U.h C ; 0 EA Sr.,r J � .�833!�I 9\ SHEATH NG ONE" 0". GTE: TOP TRACK r�¢j SAME GAGE ANGLE PER SECT A-3 �� ONE SIDE) V"4 K FSH REWEO: USE (2) SCREWS FROM SHEATHING EA SDE �- SHEATHING PER ARCS. HILTI /DS37P10 (01-7-re x fes- RACK FLANGE TO STUD LOW VELOCITY DRrit PNS 04`o`c i FLANGES MAX & 6' MAX FROM EA END C r THICKNESS 0E" _ NOTE. REMAINDER . TRACK, (L N C ) - - - -- �.� -_NQ - SEAT STUD WEB STEEL COMPONENTS PER SECT. A-3 TIGHTTO TRACK WEB O TOP & BOT OF STUDS GAJGE DESIGN MINIMUM 2 _ (� ?HICKNESS THICKNESS I I TYPICAL FRAMING DETAIL A-3 22 C283 0269 „r 20 .0345 0329 I , 1. SCREAS TC BE PER SCHEDULE -' 2. FASTEN S'JUS TC ALL TRACKS SAME AS SHOWN O BOTTOM. 16 0566 I 0538 11-11 SECTION C -3 SECTION D -3 3. FOR WADS SHAWN ON STRUCTURAL PLANS TNF ' G.w.B. SHEATHING MUST BE PLACED FULL I JNCOATED STEEL THICKNESS. THICKNESS IG x. 1'-0r , v HEIGHT OF WALL AND STRAP BLOCKING PROVIDED AT ALL HORIZ. JOINTS IN G.W.B. WHERE � NOTE ON Pi FOR CARBON SHEET STEEL. ''�S 2 MINIMUM THICKNESS REPRESENTS 95% OF � - W U DESIGN THICKNESS AND IS THE MINIMUM �� `�\-�■�,� `��"`�`� �- -- J v V ACCEPTABLE THICKNESS DELIVERED TO THE - JOB SITE BASED ON SECTION A3.4 OF THE 1986 A.I.S.+. CODE. 16GA. TRACK TOP do BOT. I CONTINUOUS NO SPLICES 3 16GA, CON?. TRACK wj' C C G ,. W W � /10 SCREWS O 8'o/c ►8 SCREWS TOR & BOT I 1 OFFICE PARTS SCHEDULE HEADER PER P JOIST 1 4SPLICES LAN 86EA. SIDE 10 SCREWS NO MINIMUM PROPERTIES APPROVED SI)PPLUERS & THEIR PROVIDE JOIST BOT. FLANGE EA. STUD ITEM C-L. L' CALLOUT FpR THESE TEAS BRACING £R D.L. A-3 PER c_q■ c a =y(x.s.1.) (In.4) S( n.') A(In.2) 7 MSMA, CEMCO DIETRICH JOISTS PER TOP OF E-3 t ILB04943 C803403 ICB04784 -BAR CE.ING e { Z I - PLAN FRAMING TOP OF FRAMING PER PLAN SLPPOR' .0 S'S •• � x x 16GA_ rxo 3 50 5.54 1.30 I 0.65 .51 800x016 BJOCSI6 8CSJI6GA. STL DECKING PER PLAN TYP. 'rLEV PER PLAN _ + �^J ' C112 -EA-DEPS •• (2) 12t x '�" x'(iGA I I ,,o{ I 50 1 31.0 3.92 1.60 -- 2)t 200XC 16 '2)1200CS16 (2)12CSJ 16GA. 1 - 1,,J 3 /8 SCREWS 0 2"o/c (TRACK TO C8 r4EADERS •• HEADER 0 EA. (THP U N,O•) (2) 8' r 1 6uA 'Aw 50 111.08 2.60 1.30 -- 2)800XC16 (2)8000S16 I(2)8CS.16GA JOIST) DB- ``''A S-` BAR CEILING r 20GA«WALL xBRACE RIM JOISTS, ETC .. , ' 1 16GA. L 50 444 0.96 0.56 1 30 80OWT16 80OSDLTI6 BTSBI5GA. 0 afro/c OVER J WINDOWS be DOORS - :, W B CE UNG JOIST 6" 1� " « 1 EGA C 1 J'MIN. 50 2.76 0.85 �49 .54 600x0 16 60005 t 6 CEILING PER ARCH. Li16CSJ 16GA. 7 1 SLAB ON GRADE GA B CEILING TRACK 5" « }' , 16GA c SO 2.'7 0.65 0.45 .33 60OWT16 1 60OSDLTI6 6TSBI6GA PER PLAN CI SHEATHING PER ARCH. I c = N *ALL TOP `RACK .. 31' x x 16GA __- LJ 1}� � 50 0.65 0 31 0.32 0.37 358MTt 6 362SDI_T16 3�"TS816GA. 4. � *ALL BOT TRACK •• 3j"x }" « 20GA. 33 10.38 0.17 0,19 0.37 358MT20 362SDLT20 3j'TSB2OGA. t MAX. OVER CEILING _ 1 _ TOP do BOT TRACKS J O *AL_ STUDS 3j* x x 20GA { MIN. 3 TO MATCH STUD GA. nn C 3 O.aB 0.25 0.23 0.49 35P,CC20 3620520 3 'CSN2oGA. lJ 20GA. STUDS 0 16"o/c 16GA x WHERE NOTED ON ARCH _ I Z a' BRACING a' W'DE x 16W. FIAT STRAP + 50 � I a � STRAPS nti Sr1FAR wk...5) --- --- --- --- --- --- 1 --- DWGS. (ALIGN w/JOISTS) Z TRA « Z" gF,ACING 2• WIDE x bGA PL/1' STRAP 50 --- I --- a I O STRAPS ('N CEILING) --- --•- ---- --- --- ow STRAPSx (4z BRACING�S) t ' WIDE x 20GA. FLAT STRAP- 33 - - --- --- g ~ 20GA. x 2' <<-}- - --- --- --- --_ -- SECTION E-3 SECTION F-3 �- 0 � 0 33 --- ANGLE --- --- --- --- ---- --- --- Z � J 2"0 F5 P'FE 2"0 D STD. PIPE 35 66 .56 1.07 .78 A.S.T.M. A53 GRADE "Br SCHEDULE 40 w 0 UO UO ROOF DECK 1 DEEP x 22GA. TYPE "B' 33 0 175 0,184 --- _- VERCO TYPE -' SCREWS I /8-18 x t' I4wHSB-36 WHEELING TYPE 'B'H /2 OR I.C.B.O. 2076 I.C.8.0. 2259 U _Z 00 Q (ATL TO ATL.) PPH /2 • E SCREWS HILTI NEW EXIST. U J (G W.8 TO MTL.) /10-20 x 1}' PWH 03 HILT1 - -' •• WALL dt BOTTOM /DS37P1p (0.177'0 X 1 HILTI LC.B.O. 2388 \) d TRACK ANCHORS LOW VELOCITY DRrVE PIN 1I _ _ I �' 3 HDR. NOTES i • SUBSTITUTION OF OTHER SUPPLIERS FOR THESE rrEMS REOUIRES SUBMIT?AL OF ALL ITFMS FOR REVIEW PRIOR TO BIDDING. PRIOR :0 ORDERING MATERIALS CONTRACTOR IS TO NOTIFY E.N.W. OF THE NAME OF THE CEIUNG PARTS SUPPLIERS. v •. THESE JOIST do TRACK MEMBERS TO BE UNPUNCHED Z�� - r W I L 3 x 16GA. L S U ;a (LOw)�, cn U I s 04T 0/C t 1 � JOB NO 93085007 ` CA,") ENr:INEER: M CKIMBERLAIN DRAWN: BDS -E-�--- - A{�� DATE: 12-21-99 t-99 OSHEET NO. OPTICAL FRAMING PLAN S3 1 ) TOP OF WALLS ARE ELEV. 12'•-E" (U.N.O.) tseoSWD-W-utf+Sn 71 euPlsnc� oo 71 of 20] COSTCO TIGARD ■ LEGIBILITY STRIP rs e ' e 9 IO II .2 13 14 I " f O'S.,to 2 3 4 ■� 17 g 19 2r 21 22 23 24 25 28 27 28 29 TO 111,1111w. hid, CD mw i i _. . tF t. a !t l ' 1 OF C h.0 FACE OF COL. THREADED ROD SIZE, n d : M J WALL0 18' MAX. 0 MAIN GIRDER CU,S SPACING AND DESIGN FACE OF COL, o/ AQlL EE SECT B-4 FOR 8 12' ELSEWHERE BY (M.B.S.) DESIGN TO GRID TYP U.N.O o� COL. do C M.U. -Is 8j' OFF ��- SEE SECT0 . G-4 FOR TOP OF C.M.0 FACE OF COL. BEYOND /3 z 2'-Cl O 24'o/c rn s INCLUDE ALL CODE EXP. JOINT ABOVE (VF w/ _ _ 081,EC (EACH 8' C.M.U. w 5 0 24EPDXY GROUT 'WAY 1 REQ'D. COMBINATIONS �\ /� f - ✓� � -� �D OF SHE Ac TENSIOI` '-`- } i - { ) d� "0� IN 8" \ �4 x 4'-0' w/HILTI HIT HY-150 NEW SLAB EXIST. SLAB rn a PER MBS ✓ HOND BMS. SEE ELEVATION ON THIS O 18"o/c T. C.M.0 WALL BEYOND ADHESIVE EMBED 4" MIN i —� �- - �► � . DO l_i'L 0 DO DO 1 #5v, 1 - 'ARIES PER ARCN.- w o BOLT PROJECTION �o I,SHEET FOR JAMB REINF. Qc TYP. I SLAB DOWEL DOUR OPENING. SEE / CONTINUOUS SPECIAL a o N C VS `.�� w/M 8 S - E0. _ E0. PER M B.S \ i /- U. DETAI S. I ROU CTR. ON ARCH. FOR EXTENT, TYP. INSPECTION - • - 1 TYF. O � �� CONT. REINF N N-SHRINK COL. (3• MIN.) - - 0 Etf3 w EINF. OPNG. 1 MAXX G & FTG •T. r FACE OF • CORNER 0,_0. PER SECT 8-4 - 6' SLAB REINF. _E' E_ ROUT z�, I M.B.S. D a HOLD SAW CUT ac REMOVE PER PLAN- AS REO'D N=. ;pDS) .� 2 M8 x 5'-0 a� r_ rc� COL.- SLOPE - 6" u �. � D NOTE: TOP � m z'-cr E.W. TYP. _ � d 2'-3" M AP v z EMBED C15 x 33.9 x 1'-0" (HOLD TOP 0 EL. 0'-0") O OF EXTERIOR , 3 /5 N4 O t6"o/c T. c- �' _� - [- LATCH EXIST �1 z U SLAB ON 'R CC�N�T SLAB OWLS. - -- 15 - PL^TH w/ - EXCEPT USE C8 x 11.5 x i'-0' O OUTSIDE CORNER �-_ �_ -r- _- - GRADE MAY I " IN BOND z - 1a �� -- --�, 6 �5 J vERT do �I4 [ 8 COLS QNLY USE THREADED RODS THRU CHANNEL ,, n _- T_ \ OCCUR HERE c" BM. J Cra uj a�j �5 WEB AND TACK WELD TO $QI, OF CM4f�NEL WEB C+i'J10 U _ _ 0 3'o, c PLUS 3 0 4 � PACE i 0" x �` x 0'-10" WASHER AT BOT OF 1 OL. LOC ABOVE-/ ( � � � 90 U BOT. BLOCK p :, c SOP Gt ALL-THREADS DBL. NUT ONE E S WASHER 9" 9."�` TYP. SLAB C.J 's AT 1� 1 __ _ _ _ ( ) � `_ � Y 1 -L— I z h I �' -_ =° -_ OF CMU WALL 'E) z CONTRACTOR TO SET EMBED DEAD LEVEL. "+ PERIMETER COLS 1 1 l 1 J 3 - _ _ u (EXTEND C15 & C8 9` 7j' i----I T----HOLD 10 r 1 KEY - - z ,- + _ �__ � 1 _ EXISTING I - O 6► 1 'r -'AR 1 L4 1 NOTE: CONTRACTOR'S REBAR THRU C.J. TYP.) w_ z 1 1 = CLR. —�- _ 1 1 FOOTING a• S z a d ES _� Z • • p OPTION CAST PLINTH -- J _ -- z - a o MIN z �,1_ 3 r4 CONT '�' THE SHAPE OF THE C.J.'s NOTE CONTRACTOR TO ACCURA?ELY SET ec SECURELY > �� - r - a �' 1 I w U �Mlrl 1T. & 2B. 8 �- /5 I O 24`o/c G KEY REINF. SAME AS SHOWN. FASTEN EMBED SO IT WILL NOT MOVE DURING CONC w m �FI T REMOVE CMU FACE SHELL Z'-C _ 'CF OF 0 PLACEMENT OR CURING. `� O O7j a3 ' I �- tiASHER R HOLD 1i" SEE o 0 N MIN LONG CTR'D ON DWl- �4 O 18'o/c-� a 3 �I� CONT CLR. �TYP.) �DTTLs o s e INF TYP _ TYP. PLINTH CORNER PLINTH a NC3 m r J-FDN REINF TO MATCH REINF. ABOVE -- �TERNATE. ? '. BGNO BM :2 ----- - c� N � I�QIE: REMAINDER loz+�A�- PER SECT 8-4- '0" x t 0' WASHER - � � � DWLS TO MATCH REINF ABOVE (ALT. HOOKS) F . -4 LEAVE EXIST. SLAB REINF PROTRUDING 1'-6" FROM EDGE OF EXIST. SLAB z o > ! NOTE. SOLID GROUT WALL BELOW EL. U'-0" r = BELOW GROUT COL. NOTE PROV,UE AT LEAST ONE FULL COL. BY M.B.S. w w _ BY M.B.S. O I PER PLAN) THREAD BELOW BOTTOM OF NUT, o_ T-- - - - - _ (PER 0 3 5 CONT. BOT. - ;,G BEYOND T�� ADD N4 0 12 o/c TOP EA. WAY 0'_� ' - `- ND THRU COL. FTGS.) - c� PER SECT PIAN) -4 • REINF. WELDED TO =++ z ` - - 0@-_DC15 EMBED CHANNEL EMBED PER NOTE 1.) PROVIDE SOLS PREPARED PER SOILS SET DEAD LEVEL. SYMM. ISOMETRIC DTL. - tl F x OOR _OPENING SECTION D-4 REPORT BELOW ALL FOOTINGS do SLABS ON 1 GRADE, TYPICAL. FTG. DRAIN h 1'-8j" PLINTH 2.) SOIL SHOWN TO LEFT OF THE GRID LINE MAY SECTION a--a PER SOILS ------ y- _- o;, v BE PAVING OR CONCRETE SLAB. ---- ENGR TYP. OJ EQ. EO ALT HOOKS TYP. PER PIAN FTG SIZE PER PLAN, _ j�OTE REMAINDER +► REINF PER SCHEDULE PER SECT B-4 _ SECTION A-4 SECTION 6-4 _ SECTION —C-4 ar �- I^k RE,NF -- NOM. 1'-0" ---------- �• 1 _�- NOTE. MAX. MAX WHERE NEW FTG. OVERLAPS MIN. �" MIN. REMtTH EXIST. COL. FTG., CUT AND --�-a- _ F.O. COL. O REMOVE FTG. TO WITHIN � CLR. CLR. ` IE COLUMN l J OF EXIST. WALL AND DOWEL AS SHOWN. 6" Ck COLUMN COLUMN PER METAL AND BOLTS 13UILDING SUPPLIER (MBS) GROUT CLOSURE 8" CMU WALL (E) DEMO. �' VFY. AFTEREXTERIOR WORK r• • 0 O T CONCRETE IN-FILL AFTERT QN 'S COMPLETE SEE D-4 E-- EXIST. _, Z SLAB REBAR TIGHT ERECa 2" EXIST. COL. _ _ EXIST 8' CMU 7f' L TO REMAIN f0 BE RLMOVED TO BLOCKOUI, rYP � E.F. REINF. CHIP INTO EXISTING � MIN. PER ELEVS. _ 2' SAND MIN II WALL AS REO'D. TO � • FACE OF C.M.IJ. NEW COL VERIFY SIZE, PIT BASE R 1 1 O ROUGHE EXIST. PLINTH �" DEEP LOCATION do BASE R w MFR. � S.AB ON GRADE • • © i z PLAN I I 4 1"m THREADED / W f --:----� SEE PLAN I I 3i.A8 ON GRADE (E) RODS */STANDARD NUTS do WASHERS SEE SECT, -4 FOR 1 I I _ �-FACE OF M.B S. COL PLINTH SIZE & REINF. Z a I I BASE R BY MBS w/ - o -M B S'J GIRT GO EXIST SLAB EXIST. PUNTN ---�� O 1 / 1E#1 NON-SHRINK 8'-0" W - _ 1 N4 BAR, TYP � 1 L ELING ROUT 0 O • • P T NEW SLAB. > p z • CUT AND REMOVE EXIST. BENEATH. FASTEN TO C.M.U. t ! SEE PLAN FOR REINF FTG. TO WITHIN r OF � KEY z 04 STIRRUPS 1 r EXISTING WAIL ROUGHEN PLAN - 2 M5 CUNT. TOP (IN TMP 08'o/c j SURFAC OF EXISTING BOND BM ) 1 E.F. CONC, MIN, TYP. U.N.O. ON C.M U 1 1 1 i--- 5' MIN CELLO -_- - •Y 9" 1 tw6 DOWELS O E.r. REINF, WALL OPNG. _ __ _ 1 �1 12"o/c EMBED (yQ EXCEPTIONS) ELEVATIONS - LOCATE TE NEXT TO B" MIN w/ HILTI ! `- r EXIST FTG. REINF i - - o REINF O WALL PER 1 FOR WELDING _ SEE I EPDXY. SECT. B-4 = ' N SEE INST REPORT NB BARS FOR INSTALLATION. V.E.F. REINFORCING - 1 5-/5 I a r; /"�-� �� 1 ✓��.�-��_ ��_ E0. SPACED CL SECTION E-4 -- SECTION F-4*^\�� `_ SECTION G -4 VERIFY. NOTIFY BARS gr 9" •- } 6 NYwT.,5 BAR. TYP 3 BAR TO a -- - �,.--- -- " - - --- ---- DIFFERENT a t'-0" - -- ------ 2'-0' r rJ J" 1'-0" - -- i ac NEW EXISTING TO W p UO EXISTING FTG VERIF LOCATION OF NEW PLINTH, a o 0 U N REMOVE 6'--0' WIDE FOOTING - m m BELOW NEW PLINTH (ENTIRE WIDTH). I o 0 0 EXIST REINF. BARS TO RELMN - 3'-0" 8'-8" MAX. 3'-0" a -- .� NEW CONC 10 COVER EXIST. REINF. -ADD 2 N5 T. (1 E.F. EXISTING REBAR TING SCHEDULE as=p -�� °�� ADD 2 �14 T (1 E.F j `-, ADD 2 N5 T. (1 E.F.) _ --= - ExTENC 2'-0" PAST OPNG. G-a TO REMAIN, TYP. 1 EXTEND 2'-0" PAST OPNG G-41 EXTEND MIN. 2'-6" PAST OPNG. REINFORCEMENT m m m z ce c v' 8 -C. 8-T SECTION H-4 MARK LENGTH x WIDTH x DEPTH 1 VN v=i O m - - _ - --- --- (3" CLR. BOT. E.w., 1 ----- - $ 1'-0" F4.0 4'-0" x 4'-0" x 1'-0 4-#5 2 N5 CONT. BOT. IN 1 ._ �- 2 /5 BOT. (1 E. _-a . F5 0 6'-0" x 6'-0" x 1'-2' 6-#5 BOND BM (1 E.F. b� - SPLICE MIN. 2'-9" w/ T INSIDE V.E F REINF.) F-•a --- �- EXISTING REBAR r -F F 16�-0" x 2'-3" x V-8' REINF. PER E-4 I 4' BOND BM. REINF. PER _ ... " 1 ) SEE "NOTE- SECT A-4 FOR SOILS PREPARATON BELOW FTGS. TYP BOND BM REINF. SECT. B-4 .._ . PER SECT. B-4EE -(2x) 6 #5 v (3 E F.) (2x) 4 #5 V. (2 2 BARS PER CELL E.F.) 2 BARS •-T....� ' r i PER CELL •--- -_.... .. _ _ -- •--•-_..._.._., -7 1 - - J. - CUT AND REMOVE BLOCK & REBAR FOR N� 24" JAMB a - TU e'-8" R 0 24" JAMB 16" JAMB 4'-4' MAX. 16" JAMB NEW 8'-8" WIDE OPENING. REMOVE 0 GROUTED !GROUTED GROUTED OPNG. ROUTED 3'-0" OF T01' ROW OF BLOCKS E.S. (v SOLID NOTE• SOLID SOLID SOLID OF REMAIN NTNG, EXISTING REW TO LJ tltLUW OPENINGS PROVIDE 05 6 24"o/c V. FROM FOOTING. - ADD 2 NS E.S. OF OPENING, GROUT ct Q � �� SOLID. IF CELL AT EDGE OF NEW � �•��,�-^ ti OPENING IS GROUTED SOLID, PUCE NEW VERT. REBAR IN NEXT OPEN CELL ELEVATION OF 8" WALL 0 E INGS GRDUT SQLID C� � z ------- PER PLAN z .� - -------- — – — _ ----- - NOTE!!!! Q o YYAtL-_QPMNGS'1AR06R THAN 8'- OP LNG IGHT IS GREATER THAN THE Q C.S.J. MAXIMUM SPACING do - 1" x �" SOFT SAWN JOINT _Q(�L1 NEIN OPENING_ /� FACE OF WALL O C.S.J 's LOCATION PER r DN. w 8'-0" C.M.0 HEIGHT, PROVOS M. . METAL JAMBS ES I til 1 ✓ CLOSURE POUR (CAST QhL7 THIS P - }"e x 3'-O" PLAIN BAR O VERTICAL do LATERAL LOADS w/o DEPENDING ON THE C.M.U. FOR THESE CASE PROVIDE END -- - DOWEL �} T BE - 24'o/c CUT ONE END w/o (0 n " a 1'-0" i AFTER SLAB O RIGHT) REINFORCING STL. SLAB PER PIAN FLARE do GREASE ENTIRE BAR L O OF WALL REINF. THE SAME AS THE 4'-4' MAX. R.O. JAMBS. / OWL. PER NO PLAIN BARS. (PLACE 90' TO JOINT) O Q(n 7 7 SECT. B-a IF \\\ w Q L17 O cn � U) P REINF. PER Z ? co /4 0 18-o/c EA. WAY - FLAN (STOP 0 O HOLD 1 #4 x 3'-0" O 18'o/c TYP. JOINTS �i---- , Q -..) OR CONTINUE SLAB REINF. JOINT CLR. MAX. 0 Z 1. SEE ARCH. DTLS. FOR SPECIAL, JOINT FINISH. -0 cn 2. SOIL SUBGRADE PER SOILS REPORT. 1. SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. T2SOIL SUBGRADE PER SOILS REPORT. CLOSURE STRIP JOINT —(Cesoij— SHRINKAGE JOINT (S.J.)= 1�-cr - - LW vi SLAB BEYOND- -- A — MAXIMUM SPACING do • x 3 -0" PLAIN W O -. _ _ - - - - LOCATION PER FDN. a O 24"o c CUT m 0 PLAN ONE END w/o FLARE At C.M.U. WALL. '* GREASE ENTIRE BAR HOL � SLAB PER PLAN CLRU 2" oz �- -_ JOB NO: 93085007 F-1 ENGINEER: M. CHAMBERLAIN DRAWN: ODS HOLD 1 i" - HOLD 7-coiNT. SII DATE: 12-21-99 Z 2 CLR. —I -I I. CLR. MAX. _- - t'-� - 4 /5 t.5H_ 1 FTG. NOTE: SHEET N0: 1. SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. �- -W MIJ�I OCCUR IN 8' INCREMENTS. 2.� SOIL SUBGRADE PER SOILS REPORT. S4 rt"°w c•,en xm sn. TYP. STEP FOOTING DETAIL CONSTRUCTION JOINT (C.J.)� °uP''172rf _'�"'"�°'°' 1'-0' 1'-Or COSTCO TIGARD ® 8 9 20 2t 22 2 ...- LE6iBllitr STRIP C o 1 a __. ,Cwrwip. 3 a 3 A 7 b t7 Ip 11 12 13 14 t i7 t + 3 24 26 24 27 20 20 3C D0 Hb 'r x. t , s BM do DBL STUDS SHOP WELD SHCP STL STUDS 7'-0" (T S COLS TO BE WELP> 1-8 - - ��-- HOLD THESE DIMS rn WALL _ HIDDEN I I WALL} 1 _8 �" 1'-Or 3" 6" o, VFY. w/ARCH - _ 16.A. x 2" CEILING DBL Er x 16GA JSTS. PER PLAN SCREWS O 12"o/c OBI_- JOIST g TYP EA. WAY o, • BRACING STRAPS w 2 2 M.8 SCREWS O EA. WELD TOGETHER NO WELDS 0 RIM JOIST PER PLAN DBL. 8 x 16�A. TYPE "5 - 11* LONG 1'-6" _ WALL BY SECT. K #8-18 x 1' PPH #2 JOIST THRII RIM & OR SINGLE JOIST \ JOISTS SELF DRILLING, � '(HOLD THESE DIMS.)' Q p LOW I (� SCREWS 0 EA. JOIST WALL TOP TRACK TAPPING BUGLE HEAD -TYPE "S' - 1' LONG c) REQ RPG I E LEV. I B do CONTRACTOR H J LOW AVOID DUCT SHAFT RIM JOIST • �� REINS O . / O 12'o c L-- --- --__� � STUD WALL � SCREW O 1?_"o c MAX. I � I�,�j STEEL SCREWS % -_-- _-- _-.__1 _--1 LAYER J" "SHEET ROCK" 1 --_rte--- -- \ � ---- - ----•�- - � � ----------____ I s _� --- FURRING x b� / l• I _ 10'-0" VFY. _ 10'-0" VFY. CHANNEL - 8 x PLAN O - 1" "SHEET ROCK" (LINER PANEL) 3" CLR REFRIG. ♦ NU SG w/ARCH w/ARCH. r � ' WALL PNL. TO 24"o/C MAX. Sl O =_ ____ --- - NCTE; THIS SCREW ��j STL. STUD WALL ` ixv- 10'-0" GO THRU BOTH "! RUNNERS TYP. (3 SIDES) t j CEILING PER ARCH. SPACE CBL 8 x 16GA. JOISTS 0 24o/c MAX. CEr LNG SUS. CEILING VFY. 12" x 12" DUCT TO � / J-RUNNER TOP ac �`� PER ARCH. /ARCH. � ___ LGCATE AS p 3" CLR. O 3" CLR. O BOT. FAN ON ROOF I I SHOWN n -� - STEEL STUDS O 16`o/c MAX. -- 12 x 2 x PLAN. EA. z C� 0 1 = TO FACE ALSO PLACE ONE STUD TO FACE G.W.B. PER ARCH. Z I TOP o --I D = SIDE JOIST w 'q b b 8 x PLAN. I v o v DIRECTLY BELOW EA. JOIST OF STL. i in "' N OF STL. \ SCREWS EA LE I 1 S z Q STPD WALL PLACE DOUBLE STUDS UNDER STUD WALL r 6t BCT (6" MIN. do I p COOLER OR EA. DOUBLE JOIST PER PLAN �-STEEL STUDS WALL PER N I DTL 'e" j a o 1 CL DBL JSTS I �,� 1'-6- MAX PER w w FREEZER BOX SECT. A SECTION C O HOR12 Li r ARCH ) v a BY OTHERS 8 SCREWS • 12"o/c - I - HORIZ. JTS. PF'� NOTE #7 a DUCT SHAFT L=- ^T - - I W STAGGERED) -----' - ----_-- ---_ r a a r^ r p HILTIDRIVE PINS 0 SHEATHING PER ARCH. TYP Z 24"o/c ac 6" MAX. FROM �" PLYWOOD PER ARCH. FASTEN ,��-FASTEN PER SECT A 12' 12" DUCT TO v r �� E',. END EA. TRACK w 8 FLAT HEAD SCREWS _ LL 1 FAN ON ROOF CONTRACTOR TO p In (0.292"0 MIN.) O 12"o/c ALL I' 2 I bi < z VFY. LOCATION p w 8 x PLAN •, o � 2 SCREWS TRACK TO ^ 1 I OF HOOD i EA. STUD EA. SIDE - O EDGES Qc INTERMEDIATE FRAMING C SUPPORTS T i-CONN. PER SECT. A ANGLE w 86 SCREWS' 4� DLL. CL UBL JS-,S IL_J I wjHUUC #8 SCREWS EA. SIDE TYP. ^ / 4/ 8 x 16 \ �A. WAY V EA. ANGLE PER PLAN 1 O MANUFACTURER 1 T 1J o 6" CONC. SLAB ON GRADE -6' CONC. SLAP, ON GRADE 8 x P LAN. I = DUCT SHAFT I TYP I 0'-0" 0•."0' _�� PER PVN \ 1- Q WALL BY REFRIG. T -� --- ,V a I= - p0�QOM' - (8) U.S. GYPSUM 600JR2O x M FULL HE•CHf VERT. STUDS PLAN L2 x 2 x 0'-'T x w CONTRACTOR - _ _ I - -- -. - -- -- - -- - - ------- - � (4 EA. WAY) TYP O - - (NO SPUC;.S) TYP.- 20GA. w/8 SCREWS � z •`� X.h ELEV J C4_ STUD WALL cr 7- 2-8 x 16GA JOISTS EA. END EA. RUNNER - DETAIL Gz d� H I LOW G I r SECT K L */WASHER ft'S (TYP. EA. OF 4 SIDES) _ LOW OPP SECTION E �j TOP & BOT. PER �� J�✓�1� -- _ SECTION A _ SECTION B _-- ELEV. "Fr r,�Q1E; PROVIDE �� _ - 1�• DOUBLE STUDS UNDER PER_ _ HOOD _ ALL DOUBLE JG1ST TYP. " 1'-0, = 1' 0" 1.) EACH DUCT NOT TO -YCEEL 17'-0" IN LENGTH NOR 1240# IN WEIGHT. SECTION D 2. SHAFT ASSEMBLY ANG CONSTRUCTION -�j COMPLY WITH ORE HOUR RATING PER UL DESIGNATION #U469 (INCLUDIr.G PROPRIETARY MATERIALS) ARCH --_ _ -- _---- - NO EXCEPTIONS. - 1-0, 3.) CONTRACTOR IS RESPONSIBLE FOR ORDERING LDNG LEAD TIME MATERIALS ----- EXHAUST FAN IN TIME TO MEET fHE OWNERS SCHEDULE. FRAMING_ PLAN 65M MAX. 4.) CONTRACTOR TO HAVE A COPY OF !IL #469 ON SITE DURING CONSTRUCTION & A COPY AVAILABLE TO TEST!Nr LAP do OTHER INSPECTORS. _ _ 5.) THE DIMENSIONS AND GAUGE OF STEEL STUDS IN THE ABOVE REPORT ARE - --- -- -- - _ -"- - MINIMUMS. THE HOURLY RATINGS APPLY WHEN STUDS ARE HEAVIER GAUGE AND ^, DOTES; 1 -U" CURB d1: FLASHING \�• :ARGER DIMENSIONS. �•- PER MFR./CONTR. - \'�� 6,) SHOULD DUCT NEED TO BE MORE THAN 15" OUT OF PLUMB, OR THERE IS C 1. VERIFY LOCATION AND ALL DIMENSIONS */ARCHITECT. -- 2. SCREWS AF,E hO TO BE SUBSTITUTED FOR THE WELDS SHOWN. 5 x 5 x T.S. HEADERS TOO MUCH EXISTING MECHANICAL IN THE WAY OF THE DUCT, DO hQj USE THIS �' � 3 DETAILS J AND K APPLY ONLY TO U.B.C. SEISMIC ZONES 3 6t: 4. WELD TO x 5 T.S. DETAIL. USE 3M BRAND 1 HOUR DUC;' WRAP AROUND THE DUCT. 4 NO DOORS OR GONGS APE TO OCCUR IS THE 3 ROTISSERIE WALLS. BETWEEN JOISTS w/{�" 7 ) WHEN SHAFT HEIGHT EXCEEDS LINER PANEL. LENGTH, LINER MAY BE BUTTED TO CORNERS p� u ROOF DECK _ FILLET WELD ALL-AROUND EXTEND TO THE FULL HEIGHT OF THE SHAT f. REF. UL DESIGNATION #U415. DETAIL - CORNERS - z BY OTHERS - N.T.S. 5 x 5 x T.S. n BTWN. R0 JOVSTS 1 GA. x 4" x 1'-8" STRAP (TRIM TO (8'-0" MAX. LENGTH) 13 ") w/8 SCREWS INTO HEADER do 8 w �+►�� I 0 STUD BELOW HEADER ix = -(2) 10 x 1� x 1F„;A. z HEADER -� /-CTR. STUDS - -------X / TIGHT TO HDR. Ty VI 12 z NEW EXHAUST SECT F SH.M SOLID 2 ROWS a SCREWS FULL / 65# MAX.-----._ w/G.W.B. 14GA. w/Z" MIN. LONG HT. STUD TO HDR. EA. SIDE J `� -�---- LL 'S (DEFLECTION TRACK} J , 1 ROOF JOIST E SCREW TO T.S. w/#8 x 1" 77 2 ROWS SCREWS O / BY M.B.S. PAN HEAD SELF DRILLING 12'o/c EA. SIDE EA ROW SCREWS 0 8"o/c / __ _--- ---_- - -- -� _.------- 1" GYP. EA SIDE s. �. JAMB STUD FULL HT -A- TTJBESIDE HDR. DBL. STUDS J UNDER HEADER a ROOF o JOIST l -�� DETAIL " q- ' a. t- SECTION F SECTION G (L o W 12" SO. DUCT---,\ - --- = 1,�0: _------ --- - - _ - i'-0"- r o u 0 a a o z o v z u w o m m m m Z o z 39 AwN O O O W U Q 8 SCREWS O i'2"o/c o STAGGERED) � s z SECT - 2 STUDS E - NOTE; THIS HOLD DOWN (BACK TO BACK) 4. ' SIMPSON S/LrT20 m m m z d z �i DETAIL APPLIES ONLY TO U.D.C. i STRAP PER SECT, J - � n N 3 m z U) 1�• 1 SEISMIC ZONES 3 do 4. - Q ] F.O. STUDS SHORT WALL GAP BEYOND -- - -- - \. I ASHM I i _ TYP. a PLCs 1 h DOUBLE STUD t18 SCREWS 0 6"o/c TO TIE ALL CORNER �..4' S0. x WASHER STUDS TOGETHER) 20'-Cr. MAX. 012"o/c TOP & BOT. & ._ CENTERED ON HOOD + PLYWOOD (EXACT DIM. PER ARCH.) / SUPPORT RODS ;DRILL + r 4ER ARCH. Z HOLE AS REOR'D 0 + (FULL Ht.) TYR. PER ARCH. PER PER ARCH. PER PER ARCH. I LONG WALL - O_ _ _._ WASHER FOR HOOD PLAN PLAN SUPPORT 7HRLADED + ►- RI ADJUST LOCATION + 5'-5" _ S'-5" ROD) I LAJ d Li OF THESE JOISTS �- -- -------� -- -_-� + � - I ` O TO CENTER ON i VFi. w/ARCH. VFY. w/A C . M HOOD SUPPORTS�- Ep, EQ. EQ. E0. + w 0 _►� DOUBLE 8 x 16GA. _ r'- STL JOIST TYP �`t�-� + Z (-i.j F-04 ct O Q� HEADER BF_AM � � � SECT. G � , PLAN VIEW w - PER PLAN \� MOPP, _ / SIMPSON S/LTT20 SCREW ♦- SECT ` - 1 TO STUD w/#10 Sc E' ,i Z G _ _ _ _ _ FASTEN TO SLAB W/to E T Z Q y 1 -- --- 1 ` - -- / EPDXY ANCHOR US HILT' S C ION HY-150 (EMBED 41" w/ Z L7 SPECIAL INPECTION) f-- CHICKEN ROTISSERIE PARTS SCHEDULE L�'n S. CLR• TO FACE OF I STEEL STUD WAIT A w JOTS PER PER ARCH. 6'-U" PER ti'-Or PER -- PLAN - �•' ..._._.-----�------- -4 � _ - -+•�---- HOOD 600# (ARCH. HOOD 600# I ARCH. - MINIMUM PROPERTIES • APPROVED SUPPLIERS E THEIR Q �� HOOD SUPPORT PER HOOD SECTION J ITEM CALLOI'T CALLOUT FOR THESE ITEMS Z m MAX. -� A1AX. MFR. (CONTRACTOR TO Fy(k.s.i,) I(in.4) S(in.�) A(in.z} ry MSMA CEMCO DIETRICH L_ I-- - - -- - - - .- - - -J L - ___ - - - - - - - � VERIFY EXACT LOCATION __-_ --- ICB04943_ ICB03403 ICB04 784_ w �(� OF HOOD SUPPORT - CEILING SUPPORT CONNECTIONS �/�� 1;" = 1 ^ 8" x 1 i" x 16GA. `>fo i 30 5.54 1.30 0.G5 51 800XC 16 8000516 BCSJ PLAN. r - - JOISTS •• W / 111L.1iu �- - DO bQj DRILL OR r'UT 0, DBL. STUDS JOISTS - _ ---- - -----"-- �, O HDR --, I I I GO � � OVEN I i OVEN I b HEADERS •• (z) t o' x 1'1" x 1 sGA. z I -� � � � 50 19.9 3.98 -33 2}1000XC1 (2)1000CS 6 (2)10CSJ16GA. � m - � c ( I I I T- BAR CEILING 8" x 1}" x 16CA. 50 4.44 0.96 0.56 .30 BOOMTI6 80OSDLT16 8TSB16GA. ,` I I I I DBL. STUDS „DLL _ _ _ RIM JOISTS, E•FC. •• 0 HDR. WALL TOP TRACK +• 31" x-1-j" x 16GA. C 50 0.65 0.31 0.32 0.37 358MT16 362SDLT16 31"TSBI6GA. ALLWALL BOT. TRACK a 3j"x 1I" x 20GA. C 33 0.38 0.17 0.19 0.3% 358MT20 362SDLT20 31"TSB20GA. L w PART RETION FRIG.G W CONTR. - - i o I I I I i I I WALL STUDS 31' x l i" x 20vA. C 'MIN. 33 0.48 0.25 0.23 0.49 358CC20 362CS20 31"CSN20GA. to u 16GSTRAPS x 2" BRACING 2 WIDE x 16GA. FLP:? STRAP 50 --- --- --- --- --- --- I STRAPS (IN CEILING) I I I I I I I SLAB-ON-GRADE 16GA. x 4" BRACING 50 ___ _ __ ___ ___ __ -__ JOB NO: 93085007 STRAPS (IN WALLS) 4" WIDE x PLAN. FLA+ STRAP' -- �- 2" x 2" x PLAN. ENGINE^R: CHAMBERLAIN .__. .;. ANGLE 2 x 2 x PLAN. 50 -- - -- --- --- --- - -- SCREWS #8-18 x 1" HWH #2 OR -- - DRAWN: BDS(WL. TO Mn'.) PPH #2 g - --- -- n _ ELEVATION H �G.BrS TO MTI.) HILI gD,H4EE1 : 12-21- SCREWS x 1 WFI #3 HILTI WALL dt BOTTOM LOW VE O (0.1 RI X 1 HILTI I.C.B.O. 2388 1.) CONTRACTOR TO VERIFY THAT LOCATION OF CULT CAN PENETRATE TRACK ANCHORS LOW VELOCITY DRIVE PIN. _ ROOF WITHOUT IN1EF'FERENCE FROM ROOF FRAMING. S5 ii1<II.1 ---- - SUPtf/p mme?.MEc1MIbppm r • SURSTITLITION OF OTHER SUPPLIERS FOR THESE ITF_MS REOUIRES SUBMfTTAL OF ALL ITEMS FOR REVIEW E� TO BIDDING. PRIOR 1»or M3 TO ORDERING MATFRW.S CON''RACTOR IS TO NOTIFY E.N W OF THE NAME OF THE CEILING PARTS SUPPLIERS. to THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED COSTCO TIGARD .. ._ ...:,-_.at_wi. .", .. .-- I s� v�Jl. - cunulwW ulll♦� i Cm 1111111'11111 111111111 ILII III 111111111 ILII 1 I ILII II11 1111 ILII Illi 1!11 ILII 1111 III1 Nur ILII 1H1 IHI+n. Im t tt Iitl nn!11•+ r.. r! u. LE6IBILITY STRIP o 1 2 3 4 R 1 h l I I I I D 1 I 111�c,n1 II 11l. „ , I, _-- - 10 so A 7 A 0 Id I1 112 IJ IIs 1 1 10 14 00 21 24 29 24 ZIS 29 27 2'e 29 30 CD I i ...-, ,,...mow"•..... . .,..•,._,...".,.,,. ...-.. "..-.-..-,«.+....,. .%:4 P � .h a ,fir�r ;z 'S t2._•.t. -y Via.-_ 12'-1(Y' ' -� 24'-O" C- ER■/ p _ �--- - - -- - - - - -- - NF Bu - f RECTION PLATE DECKING PLAN < O PER PLAN NEW BOLT /r- i, =_r-E �L:• '.J _.NEW CATWALK MEZZ wF BM. PER PLAN -- - -- - C-6, DUST, O 1 ! O w 18 x 35 v All ---*18-x -- - - - - CAP � � t - 3 KERF _ 3ERECTION BCL' - • T Ex ST T.S 4rx4 COL MA,x - NEA S. C0�5. r! NEA T.S C0_S. C'2x2C 7 ,D,STS PER PLAN 4•y. { : C ; A z RYERSON IN C x 7- TCP OF CONC. " iz E• 6' •WAY SAFETY - 3 T -; SECTION A-6 SECTION B- 6 S-AB C'. :,RAE -:: ,._O. DECKING - ---- s M •• Nr." 7G:F EXIST CONC.- -, GENERAL NOTE _E�ELER a__ D.ER DECKING � t ■/ CoA+cRE-= COLS. B L] E-6 TrE FOLLOWING NCTES APPLT ALESS NOTED OT••IERWISE - INSPECTIONS ,4 O'E'�: A ,A-6 1111 4x22 AS•Y'S NOTED ARE TO BE LATEST ED 1 T I Oh I NSPECT I D1_ ARE TC BE PER 'IE COOE 1 ND I CATEC ABOVE MC ARE TO BE 9Y AN 1 + ' 2• 'L" --`u D� c !4DEPENDENT 'ES'1►rG LAB aaPa0.E0 PRIOR TG STARTING CONSTRUCT!ON BY '•E B_ :_: :'. DESCRIPTION DEP' AND THE ARCH:'EZT it --- - ----- - ' -� -- -- - 6 I-T. 1 Building Nal 4 Site _scat:or - ;Ostco - Tigara, Dr•egor' or Da-tmo.,t- Roo,: Ono F A. ♦ - 1 _-- -- ; EXE Pacific Highway 99 :�•: SO:_S ENIG:NEER 0 INSPECTFOOTING EXG•A :ONS At PO=• .__ _ I t 3 A-•6 I W16 a 35 1 �PAC':ON TESTS AS NOTE' ABC E. --$ - - 8 -- - _. 11eL0. Bul lding SupG: :er's '.Once rOrCO Pr.Aer+ Bvl ld:nOs '' � r\ EAST. - - - A t 4.2 - - - - - - -- --T Hu i l a i nq - , CO►+CPE'E SPE::A_ INSPECTION SW4-L BE PRO.:DE: FOP Dept CortOCt 50.) 639-4171 Mlorx B.irro-ssJ Q: 1 �- -.. b _ONCRE'E TA.cE :ONCRE'E Cr.1NDER5 AS REQ,-!RE: ,cal=- SLAP _ - 2. DESIGN CODE ANC STANDARDS A NGTH CONT!NUOUS :NSKEC Oh :.,W-,WTES Y ' t _+� _ .�_.,_.._�.. w_...- - -t - - --- - --- - -- . _. - - - - - -- - --_ - ----- - - -- - -- __-- - --- --'� Cone I sup a Code t: Tone - 997 Jr.for-f orr• Bu.1... g _o0e :.�• �CRT� � A; A- S:-E. -.... s ---_ PRO. t __ _ p 9 r - - - - - - App I p E a, or/Name) ^ R£I xi 0Rt I NG SPE::AL S w 9E MAXw�?E ABLE D8 --• r r -- -- - -- - - - / ,aro✓t 6 Dote 'AL 1 NSPE- .N Sw.L BE PRO DE" FOR A" RE:'F DRC 1 v; �/ A S'EEL. �ER:Fv A_- %E:WORZ:NG IS .1LAC£.^, 'N ACC'OnANCE A: !v. r pciST ti` C 9 3 DESIGN _OARS '-ESE DPAAiNGS :-ECK FDR R£OulRla CO-ER, S:ZE. SPAC:NG A/[ -• - �-• WALLS \ _ a Roof _iwe -GOd 25 psf Cana.) C!►CGE"E a'+C•iPS SPEC:AL INSPECTION SWILL BE PR0v:DE: FOR BOLTS :NS'A.-LEC �• b a•+C►+?R B•J-'S :7NUyE-E �L F:E-D INSTAL_A''Oh OF CDArCR£''E A'#'-+ORS d r� 0 Sros _oca Bos:c ground snoload 25 0 w food 25 0 psf OR^ANCE W:' ODE APPR_ A_ ANC :•rtoetorce factor 1 0. gr+owserpos.H a factor ' _ ARE 'C 9E :ON-:NUC-.-S_' 'NSPE-'E" (CDNCQE'E A4-r 'S :NC_JDE - �'_ i _ c• n - 1- ANC►4P BO-'S A.Rf 'C BE N ACC ✓ - Z :. f ? r : Se i s�:: Ze c a DR:__E:. :% ANCHORS b EPDXY ANCHOR'S :F S"OWIN ON '✓ESE - EXIS•. MBC- d RQfr:�erOtlOr+ .grit IoOas ■�: ! De plCketl ..G OL CATWALK FRAMING PLAN :^e paint :-e fir.:g 6 s�errea .rto t^. WE-:: �v'DE�CONTINUOI.S :NSPECTION FOR AI...... FIELD WEL::'.G .EF'r .0terol systeT. sl ' +- _ -- -- -- -- - Sor:•".c:er I .res w:: : De o•Ocea to aottor= of mol_ fr ER':RICA•lON OF wE_�EQS• CONTRACTOR SHALL PA, F�fr , c tl�re PEWE_D:NG ANC RE:NSPECTION OF ALL WELDS NOT MEE':'NS SPE-.5 •�+F--�• j � � Or DOttCr� ChOrO Of stte. •.ss, Cy Lr'e sprir'allr CA"A ALK DESIGN :1vE LOAD SC p s_f. `- �-� :NSPECTDR SmA.._ NC'.F•' STR'JCTURA- ENGINEER OF WE_:.S '+.- PARTIAL FOUNDATION PLANS _ _^ ♦ J I ^1 - 2 � VER:FY ALL EXISTING CONDmvNS • O MENSIONS PRIOR C FABRIUTiON�-� 0. Wina 80 MP-• MIEE`:w, r ^'r s T CarLractor ------------ OF ANY KIND. Expnsw-o 8. SOL': 6 c,Pc -:4 hSPE_ .Oh SWiLL BE PQON.DE.. FOR HI„+� STRENG B:_' k 3 ) w VERIFY :'ro or t on c e factor 1 0. .NS'A�_A T:ONS AND '1 GmTEN:NG .IPE••A :ONS. - �-= Co::oteral loads were •+ot incl�deo ir+ -Aplift des: PRE-ENGINEERE: Ev,"EER FOR Y 8 S OR H+:S REPRESEN'AT:vE TO :••SPEC- O $LASS ON GRADE &!-LING S''S-E►A ::'-r-'r BU1L.HE AND PRD::OE � � � -a' � 0 r A ' ER 'o THE ARC)":'EC' Arc 9':: •:NG DEPT. -Ea.. .,� _,�,- - - --� i' • - E�3_:_D:NG AS CONSTPVC'ED MEE S`S -.. '-E COh-QA_'-ORAA:NGS TME SLAB ON ;RADE FOR 'HIS IS T`�:ZA_ OF '-OT :N 0'*Eq Bl.1LD:NGS A!t 3v:�DiNG CODE STQ.AC'JRAL RE:i-:REYE4'S. ----Ea -: BE CONSTRUCTED i h T-r I S AREA WITH S I Y 1 LAR FLOOR CA:.:NG_ A.rC SZ l_ ['OHC:T i ONS S-A�pEp b S'GTE^ B" '-•E ENG:NEER '-%A' S'wPE: Y 9 S �• -' - :• S' (i A21 CONSTRLHCM, IN 7MIS RUCT(OAREAToe SLA AND B mA.S NOT BEEN DEBEEN SAILEL c0 MEET PECIFICOLS Ey _ .;T• E:• ■ }' LOAD (1NCLUDING 'NGS. < STANDARDS FOR SIMILAR BUILDINGS. THE OWNER OR ►+1S NTAT;o A M/ASYF :i _ :ARI_ ^\ c r s _ 1 C_-- ar REVIEWED THESE DRAWINGS PRIOR TO STAR' ae T TR�SEA E W►v:� 5PE.,'A� 1NSPEC' :ON S•+A.,L BE �C.:DED FDR A�_ A. E-• _ -� SAFETY ro ID _ P _ OF 'ONS RUC ION IS AWARE D< Hf D6�EMS M:ASOIW• ,ERjcY ,A- JNI'S -1A.E u:h:MUM :E__ SIZE PEP S- w (TOP FLUSH. w/ GUARDRAIL • WHICH MAY AR:SE WITH TMtSE SLABS AND ACCEPTS Tr{ RESPONSIB:L:TY HEREOF � - ?E- E .A:S SP Fa T DRA.'r:NGS. vER!ry RE:NFORC:NG A FIE'.' :S P A c •, _ - EYIST. GONG) 4ro/c MAX. P_ A'- •ER c" MASO►RY OtERAt+CES PE- Ir.S:►FT •._'E :S SPE _ I ONT. LT >, 3' ■ �' WELD REV 1 EW W 1 TH THE SOILS ENG 1 NEER ANY C ONS TRUCT I ON LOAD 1 NGS Oti THE SLA•? A.%C SC:_: PCi-], -:DE CONT 1 NUOUS I h'Sn:':ON FOP A__ MASON. 4¢`-+ ----- - ------- ARCH. DWGS. AS FOR PLATE TO KAM BELOW TAKE NECESSARY MEASURES TO INSPIRE THAT THE SLAB AND SOILS BE-'-* A:u NG` 1 BE ErcECTED OR DAMAGED BY THESE CONS'QUC'ION LOADINGS SHOP DRAWINGS - o ... t TO I S JBY:' 3 SETS OF PR I h'S ?F S►+�P DRAA:NGS ANC 1 SET OF QEP4DO.rC:F.EE SE-:AS Cr ✓ ? • h B a�-E DECKING Sr 4P DRAA:NGS T'0 ENGINEER FOR QEr:EYM AF-Er- CON-RA-TOP. ,AS PE. :EAE: 6 S'AAf'E r o C _ C t F^ S:' Tp o Af 0M PEa PLAN i ` 4ER PIAN FOUNDATION O+PL I ANCE ATC PQ:OR OR C ABR;U',C+. JR :ONCR£'E Y:• DES:'..%.. S -r< JPA•, '-'EE., F 1 I C ODE TOP TO CLR 1 '•E PC A'10►• AAS DES I GEED W 1 TH AN ALLOIMA9LE SO!L BEI�R 1 NG :J►PAC:TY CF ;_ -S: Y:SCEL:ArE0US STEEL, I GmT ;;AGE S'EE6• ATC RE:NF:PC:`w. S".EL AAE'. S-00 :PAA:W, ! ► EX'S'. w21. 3' M ;N ACCOR.A1rCE A:TH DESIGSOILS ED OIT N0. ALLOWABL00. DOC RING 93 DATED �E '4 S•�LIER WAKES A C>'aA GE FROM •4- :Oh RAC DPAA:NGS :S "' BE :_--_AW_, :_ADX: ` AT F><Mi PER PIAT, � - '993 PREPARED BY RZA AGRA. INC. ' xx"A.E- ATC CLOUOE:.. CWMNGES NOT FLAGGED AND CLOUDED APE -: BE :O►:S:DE>?E: AS EA ST. '�� NC. OF PORTLAND. OREGON '-E SI'E SH-'t BE w= r COPE 'OP '0 OLA. xP -` J'.ACC£PTA�E EVEN WITHOUT BEING COMrEh'EL Oh :N "{ SH{s :r'AA:tiG QE• ::A -Z- C.12■20.7 JO-ST- EXIS•. w21. i' 0 It GUARDRAIL SOILS ENG:NEER RECOMMENDAT IONS. ALL FOOTINGS AND SAABS Sr'+ALL BEAR DN :a1rc c * • '► PROPERLY PREPARED SOIL. PER SOILS REPORT. ALL STRUCTJRJhr„ FILL AND BACKF:_L BE S ,TIE SUPPLIER ER OF HE TEM Oh A:N;N� '•E :�ANGE 5-A__ 9E Q£SPONS:3`E COMPACTED PER SOILS ENG1'EER RECOMMENDATIONS THE REQUIRED DENS:'`✓ S+°U-L BE F� C' i'C THE ITEM BACK TO AGREE M:'«+ '•E� fAM:•+:S j' •+: ::c- -{ _w►E: A a,,� �MA•''_Q• s� DETERM:NEC BY SOILS ENGINEEP A-6 EXTERIOR FOOTINGS TO BE FJJ►LE: ' '-6' M;h AT E.h A 'S OPT.ON Ex IST. WF BM. BELOW FINAL GRADE SEE AR:- AND SOILS REPORT FOR SLAB ON GPAX :NO _AYWNT SPECIAL CONDITIONS *14 BM _ ALL EXTERIOR S 1 DEWALK ANIC :NTER'OR SLABS SHALL BEAR ON SC 1 S PR£PAPE" r-ER ANC Es S' AF Bu o,o I1:pFr ryc5*+r- 6' TC w21 A 9u ar ��•. APPROVED BY SOILS ENGI►EF.R AAO HAVE AN ALLOMABILE BEARING C4PAC-'� DF AT _EAS' ZONT`°CICO 5-:•�L YER:c` A O'YE'rt5:0"t5 'h '►E FIELD A`t rA_ S00 F'SF Sri:NG AK BRACING C'- A--�STPXTJRAL MEMBERS DURING ^:�. -• . ,'✓Pit`• . S- _ LATERAL EARTr+ PRE"AMS: ACTIVE (UNRESTRAINED) ■ 45 PCF, (RES'Q A I HED) ■ 6C :r . S-A__ NOTIFY ENG i NEER Or A-- r.ELD C''IAM+ES PR:;!R TO E PASS 1 VE PRESSURE ■ 300 PCF '%ASM►#> AS --E REMODEL:HD ANC/OR REMAB:.:'AT:Oh OF A1. SECTION C-6 SECTION D- 6 _ SECTION E-6 CONCRETE REQ URLs c£R'A:N •ssvMP':Drys BE MAX REGARDING EY:s-:tic c I' ONS A•t ''c - 3000 PS: . 5-1/2' SACKS MINI" CEMENT PER CUBIC PARC FOR A" CONCRETE BECA_5£ SOME OF THESE ASSL�P':O►t5 W NC' BE .ER:F 1 ABLE M �Ol. X>:EK:NG ADD;-,ONAA- C- SLABS. F'a • 3000 PSI . 5-1/2" SACKS MINIMUM CEMENT PER CUBI:. MARC FOR ALL ,Oh4 SJMtS OF 110►�EY OR DE _ .�; -FRIM.SE ADEOUA'E CLQ SFQ.:CEABLE ULTIMATE r POR':OtNtS OF -'E BUILDING. { :v►�E� A.;REES ':A', EXCEPT FDR `E.;_:XNCE ON --£ }' }• -M "HER. SELECTION OF MATERIALS S I ATL BETH DESIGN IN •NG WITH HE ACI PLACING CODE 3131OF 0.CONCRETE PAR' OF '-E DESIGN PROFESS:DNA_. `•E OWAEQ 111:L_ «OLD --.A�ESS PC I NDEMrN:r• DESIGN PROFESS I ONLAL I " AND A,A I � L, c A �' PROPORTIONING OF AGGREGATE TO CEMENT SHA_ BE 54>+ AS TO PQODUC£ A DENSE COST OF DEFENSE AAiS:wG DIT OF T{ t ccc 0�L SEER:�CESDPRr, DEDAw a.--hC I C PLA►CEDWORKABLE MIX WITH 4' MAXIMUM SLUMP Wi TROUT SEGREGATION OR EXCESSESS FREE S.RFACETWA 1 ZERS ARE �OXT�CH+ � AGREEMENT I _ -A T * q C T SPEC 1 F 1 CAT 1 ONS. MAXIMUM WATUVCEiENT RA T I 0 ■ 0 49. 3/4' hAWER ALL EXPOSED - FIELD ,r. It COL. EDGES. UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS WATER CURING SWILL NOTE TO MECHANICAL AND ELECTRICAL TRADES z \ _ --; & FTG. BE SED. A i R ENTRA i N ALL HDR i ZONTAL CONCRETE EXPOSED TQ WEA'-ER WITH 3% TO 6% CONTRACTOR SHiALL S�c3u - P-ANS SHOWING LOC LGA: ANC AN;-GRACE ALL ( _ I _ ` < A;P BY VOLUME. LIMIT WATER CEMENT RATIO 0 TO 0.45 APC USE T`P£ v CEMENT GAMER£ �IANK:ERS SUPPORTING a'.• AECl1AN:�, ELEC'Q:-A-., PL:1M®:NG tiR SPR I M4.E'a :ORDS ". S" hEjY T.S. 4 x 4 SC:_S WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO - �� ■ ;2 LCS.; EXCESS OF 50 POUNDS. ANY ROOF MW4-EC EO�.IPMENT SK.._ 3E :'•:-�JDED iN TOCSE CONCRETE AT SITE. IF INCREASED WORK A►J31 L I TY IS REGI I REO, CONTRACTOR IS TO SU9M:T PANS ANO SWiLL SH4w ..ORDS APC LDCA'IONS. THESE SMA__ 3E S_91/:'TED TO ENG.NEEgS A Y;X DFSIGN THAT WILL ALLOW THE ADO:'ION OF A FIX_[' AMOUNT WATER REDUCING AGEN T T. T NZIR MIIEST FOR APPROVAL PRIOR TO i NS-A4_LM t ON OF ANY C= --:S ECL:PmE'%T. A__ _ - - COL. T \ EXTEND EXIST. SLAB A F;XED A110LNT OF SUPER-FEAST 1 C 1 ZER A THE CONCRETE PLANT 00 NO .15E F� DETAILS I LS OF CONNECTIONS I ONS TO THE STRUCTURE FOR EOU I PML'.' S-A__ 9E BY '•E S-F•Q_:E= _ _ = ir = � '•EA 9" C.',Z .,F M B. REINF. 12' MIN. INTO ASH ON THIS PROJECT ACI 3068 1S TO BE rX_OK0 FOR COLD WEATHER CONCRETING. _ f OF THAT EQU i PMENT. I F '?,. 9U'LD 1 NG DERAP"MEN' REOI.:PES A SiBM i TTAL REGAF'•4: = _ < AAw ocQ SE:- --E NEW POUR THE TESTING LAB NIST APPROVE THE CONTRAC'ORS METHOD OF COMPL:MICE Aro ^..£RT:cr T•E OES i(:A1 OF TESL DETAILS, IT WILL BE Tf. RESPCI►15 i 8:_:'V OF THE ERI :PMEi 4 • '9'o/c 2, NAY 'HEIR ,FVATHE HOVAL WITH EACH C04MTE AARCHITECT IMMEDIATELY BYEST FAXCYLINDER THEY AND PFS OF AWTNONCOOIPL MICE TO T S.PPL I ER '0 PROv i DE '►+: 5 SJBM; TAL. H SLAB IAP 12' w/ - NEW :-OSLRE EXIST RGNF. �$ rAWCU' '' MAi REINFORCING STEEL PRE-ENGINEERED METAL BUILDING SYSTEM ['DNC- SLAB EPDXY /4 it 1'-�' • k JACKKAMMER OJT ALL CONCRETE REINFORCING STEEL SMALL BE DEFORMED PER ASTM A615. GRADE 60 PROJECT DWE AL UI c - �c/c 6' MN. INTO SLAB, THEN CAST FTG.. rc THE METAL BUILDING S_-E:ER ,u.B S 'D PROVIDE AND 'NS`A`_ A__ MEIN CAR NEW POST SLAB � HCLES PLACE COLUMN & CAST Y MU.0� psi) LAP CONT I N11011S REINFORCING NFORC 1 NG BARS 4S BAR DIAMETERS.AT:BE , 1 '-10' TO CARR, AND O 1 STR J t3i_'E -ERT!CAL CAL AND LATERAL LOADS '0 T►£ FCr_pc A'::+N F•G, Y i N;LAMA UNLESS NOTED OTHERW i SE. CORDER BARS (1 '-10' BEND> T: BE PROD 1 DED FOR PREREQUISITE '0 FABR 1 GT I Oh CONC. iNPLL a FILLED w/ HILT) CLOSURE SLAB ALL -+ORIZONTAL REINFORCEME.NT. DETAIL STEEL 1N ACCORDANCE WI'H 'ACI MiANUAL OF H+. -^v-150 ADHESIVE. THE M.B.S. i S TO PROVIDE EMM A LAYOUT DRAW 1 NG SHOWING MAXIMUM :ti,1MJN4R: _-_ -- - �� S'A-•tIC (DARD PRACTICE OF DETAILING REINFORCED D CONCRETE STRUCTURES". WELDED WIRE UPLIFT AND LATERAL _GADS LSiNG CODE REQUiRED LOAD CQMBINAT1ONS A- A__ F ABP 1 C (WAIF) TO CONFORM w t tH ASTM A 18S. RE 1 NFORC 1 NG HOOKS TO COMPLY WIT-4 STANDARD ACI HOOKS. FOOTING LOUT i ONS A' _EAS' 3 WEEKS 00:00 '0 THE CASTING OF Ah^' r-:-:'+:. : b ORDER TO A0J6ST FOC'1NG S:ZES :r NECESSARY TO ACCOMMODATE --E A:-_A- _ r t _0vE TO BO1N REINFORCEMENT FOOTINGS TO BE BUILDING LOADS. SEE 'SPP:NK,.ER S^JPP:WT 4:TES' FOR SPRINK_:R REO_ ;xME', = BOTTOM OF FOOTINGS. . . . . . . . . . . . . . . . . . . . . . . . 3 1 NCr•f5 I! NON-SHRINK FORMED SURFACES .WEATHER & EARTH FACE . 1-1/2 1NC}£5 1 I r DRY PACK I NTER I OR FACE. . . . 3/4 INCHES COORD 1 NAT;ON: • • • �- a, 11h • _ A • r • r •�_ • 1 • 1 �' ?RE-ENGINEERED METAL BUILDING PLANS WILL BE AVAILABLE A- -{ JOB SITE .�+.. _ THE ►E T AL BU i LD i W'; SUPPL.i ER !S '0 PRC Y I DL ROOF rRAM i NG PLANS FOR t REINFORCING STEEL WELDING DEPAR-MENT REVIEW THAT CLEARLY S+OW uwlCIw JOiS'S SIPPOR` 3' AM LARGE= 1 1 USE ASTM A706, GRADE pO (f y-60,000 PSI ) FOR AA.N aE I NFDRC 1 NG 'HA' 1 S T O BE SPRINKLER �1•ES. MECWW 1 CAL UNITS. DRAFT CURIA:NS APO OTH{R CONCENTRA-E' � 0 0 WELDED. FOLLOW PROCEDURES OF ANSI/AWS Di .4-92• STRUCTURAL WELDING CODE - REIHFORC'N!G STEEL' USE E 80Xx LOW HYDROGEN ELECTRODES CONFORMING TO aNSt/AWS LOADS THE LOCATIONS OF THESE LOADS ARE TO BE COORDINATE[' WITH THE GENE-A_ g AND SPRtNKLEQ CONTRACTORS PRIOR 0 SUBMITTAL. NO CHANGES FROM CJ Ale 2'-Cf A5. 1 OR A6 5. Do NOT WELD WITHIN 3-INCHES OF BENDS. LET BARS COOL "%RALLY TO ARCHITECTURAL OR STRUCTURAL DRAWINGS ARE TO pOt;�JR WITHOUT WRITTEN APPR: ,A_ (.11) (J � -- F A LENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE CERTIFIED WELDERS. FROM THE ARCSiTEC'. SEE 'HE RAW:ANCM0R BOLT NOTE I)N DRAWING S' . _ NEW 2'-0' A'iDE FOOTING w/ - J(rxO'SE 0r w/ (4) PH%OVID£ SPECIAL INSPECTION PER CODE. i FINAL :NsvEc'IDN: � � N EXIST. DOCK - #4 O 9'o/c TRANSVERSE do 4-a HEADED ANCHOR '►E u B.S. ENG i NEER IS TO DO A F I WAIL INSPECTION OF 'HEIR STRX'URE --E W W F•- r, LEVELOR Pr- NOTE: OEWOL S-- E_ NAIL A /6 BO' LCNGfTUOINAI_ EXTEND BOLTS EMBEDDED 6' MASONRY I NSPE,'1 ON IS TO !NCLJOE VERIFICATION THAT THE SPRINKLER L I NES, ME:,tkN;.A_ p AS SHOWN & CAS' NEW FTG., 4'•-Cr MIN. INTO DOCK LEALOR PiT. IN O FTG 0 r GAGE REINFORCED HOLLOW UNIT MIASO►rf?� WITH SPECIAL INSPECTION REQLI'rED, F'nH='S00 PSi UNITS, DRAFT "TAiNSS AND ANY OTHER CONCENTRATED ,.DADS -1AvE BEEN P_AZE% PER C' PLACE COL- & CAST CLOSURE EA. WAY (2 PLCS ) USF GRADE 'N' HOLLOW LOAD-BEARING CONCRETE MASONRY UNITSCONFORMING TO UBC S-O. THE CONTRACT DRAWINGS AND THAT THE H1/W(,`ERS. PLATFORMS AND LATERAL BRACES Cj I O STP'P 2'-4 OSE TYPE S MORTAR BY VOLUME: 0►E PART POR*LANG CEMENT, 1/4 tQ 1/2 PARS HAVE BEEN INSTALLED TO PROPERLY RESOLVE ALL THE VER'I CAL AW -A-EPAL •OOCES HYDRATED LIME APD DAMP LOOSE AGGREGATE NOT LESS THAW 2-1/4 NOR MORE THAN 3 TIMES w 1 TROUT OVERSTRESS i NG THE S RVCTUfPE SECTION F- 6 THE SUN a T`F. VOLUME OF CEMENT AND LiME USED. FILL ALL CELLS CONTAINING YERiFiHEN-I : ►'- z WHEN ` £WILL PROVIDE HAS BEEN COMPLETED. I N C A i NG R R�f S5:NG F j T * THE ?_ L C --_ RE 1 HFcjRO:NG ANC WHERE NOTED w i tH GROI,T - Y 1 N STRENGTH, 2000 PSI . JSE COARSEO -- � - GROUT ONLY WHEN CLEAR CELL EXCEEDS 3`X3' CLEANOUTS REDID rOR GRNT POURS OHER S.B.S WILL -BUILTYIAL;ES PTHTTHEIR P A LETTER THE THAT THEIR STRUCTURE AS-BUILT COMP IES WITH THEIR DRAWINGS, TIE CODE _BOLO w►+iCH THE �-� Q C� 5'-0' LAP TYP MAS(k•RY ASON ,I 1 NFOT'i NC, 48 BAR DIAMETERS ALL CONNECTIONS AND BUILDING WAS CONSTRUCTED AND ALL EXTRA REQUIREMENTS - ---�• - i NC(GATED ON 'HE BOLTS 5►+OW►v EMEiEJDFD IN MASOH!?1 ARE TO,AB :MS �E4-BY TyE-MASONS DURING T►£ - _ VERIFY w/ ARCH. ,,\ CONSTRUCTiON OF +t CONTRACT DRAWINGS THE Y.B.S. TO ACCOUNT IN THEIR I iGIN FOR HF ,Ik€ �AL�'Op-t' R. -�6Y10� C()R'ER BARS 0 MA "�Ly1pQ(�ON7AL FappA'lON SETTLEMENTS AND DIFFERENT:Ac. SETTLEMENITS 1NOiCATED IN 'HE S::-S (] o vAR'ES RE iN'(iRC y�\�� ✓ � �� (3'- MAX.) - -- - - _ EXIST. ?EPORTS. - Q CONC WALL �. ' ABBREVIATIONS Q ALL WOK TURAORDR�1 C HL\-f C ECT�AI?� rOR THE DES I GN, FAA) t' T�M0 BTWIN BE, 8 3P 9C BOTTOM 0.T.0. = OUT TO OU' • SAW JT e: REMOVE - G - TOP ac BOT OF PNL EREC1 I ON OF S TRV TURAL STEEL FOR BU 1 LD i NGS- AND T'E 'GOOF OF STAADARD C. i .o = CAST i N PLACE RE,NF = RE 1 NFORC i NG � SLAB A5 PEO-D. /4 x 2'-0' -+. OWLS, /, x 2'-6' DWLS. • PRACTICE'. STRl1CTURAL STEEL SHALL CONFORY Tr T c = I _ DIST. CON['. SLAB O 12^o,"c EPDXY � HE FOLLOWING NNKi STArOARDS CLR. = CLEAR R.C ROUGH OPER I Nu Q I Z � Q D GRADE- ADO I4 O'S ..' TMP. • 16 o/c EPDX r DOWEL `iTRUCTUR.AL STEEL ASTM A-,S6 (Fy=36.000 PSI ) CONT. CONT i NUOUS SW SHEARWALL Z (' DOWEL PER NOTE PER NOTE (EMBED 1UBE SKAPES ASTM A-500. GRADE B (Fy=46,000 PSi ) EA. = EACH � CJ� (EMBED 4}') 5') CENTER DWLS. PiPE SHAPES ASTM A-53, TYPE E OR S. GRADE B (ry=35.000 PSI) EL. OR ELEv = ELEVAT:ON SIM. SIM:-AR _J _J NEW 6' CONIC. SUB � 0 q OF EXIST. WALL WELDHEAD STUDS ASTM A-109 (Fy=%.000 PSi) E.N.W. OR ENW - ENGINEERS vc?R'wrEST S�1M. SYY 7RICAL < U> ty - 4000 psi MIN. ANCHOR BOL'.S ASTM A-307 _ E.F. - EACH FACE T. = TOP - �0'-O' 1 - Hli>l STRENGTH BOLTS ASTM A-325 E.W. = EAC✓ WAY T.O F = TOP OF FOOTING Cn A ��' -/5 v. Fk O 18'o/c BASE PLATE GROUT ASTM C-1 107 F.O.C. = FACE Or C'04CRETE TOW w TOP OF WALL ip 1-) INSTAL: #4 OWLS IN �e T = TW 1 CAL A' ASL 1 ALIGN w/ OWLS. ALL STRUCTURAL STEEL BOLTED CONNECTIONS ONS ARE ASTM A-325 TYPE N C04EC: i ONS - TYP. - -- --- HOLES dr #5 IN a OLES FEARING rYPE WITH THREADS 1 N0-LIDED IN SHEAR PLATE CONECT i ONS ARE TION-SLIP F 0.5. = QAC£ Or S'JD S i Y I L MR PLACES ADHESNE 5' FIDDLED w/HIR I.C. HY-150 �- _ 8' CONC. INnL1. �I T l CAL AND BOLTS NEED BE T i GHTENED 'SNUG T i GHT' ONLY PROV i DE WASHERS AT F.O.W. = FACE OF WALL U.N.0. = UNLESS NOTED `w REPORT 5 93 ,TUNE 01995. FINISH PER ARCH. OUTER PLYS WITH SLOTTED HOLES. INSTALL A-325 BOLTS IN ACCORDANt.E WITH FTG. FOOT I NG OTHERWISE e ) 'SPECIFICATION FOR STRUCTURAL JOINTS USiNNG ASTM A325 OR A490 BOLTS' (11/13/85) . H. OR HORIZ = HORIZONTAL V. OR VERT. = VERTICAL 2 PROVIDE INSPECTIONS PER I-C.B.O. PROV 1 DE M i N I MUM1 EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 19C FOP CONCRETE AND i .F. = INSIDE FACE V. 1 .F. = VERTICAL :NS:DE r COMPACTED SUBGRADE 5193 UBC TABLE 21N FOR MASONRY, UNLESS SHOWN OTHERW 1 SE. ALL WELDING TO CONFORM WITH 1✓NIC. = 1 NCLLD i NG FACE PER SOILS ENGINEER �4 • 18'o/c STAGGER E.S. OF AWS D 1 . 1 'STRUCTURAL WELD i NG CODE - STEEL*. WELDS NOT SPECIFIED SHALL BE 1/4" M.B.S. - METAL BUILDING SLIPPL I ER V.0.F. - VERT I CAL W I" RECOUMENDATi TRENCH. EPDXY */HILT, HY-•50 HOLD /4 • 12o/c HIORIZ CONTINUOUS FiLLET MiNI1!1N. ALL WELDS BY wA80 CERTIFIED WELDERS. USE LOW N.F. = PEAR FACE OUTSIDE FACE w Z ADHESIVE EMBED 5'MIN w/ HYDROGEN F i LLER METAL W 1 T4. A M i N I WN TENS i LE STRENGTH OF 70 KS I . ALL WELDED N.T S. = NOT TO SCALE tP cnr SPECIAL NSPECTiON. JOINTS SHAJ_L BE AWS PREOUALIFIED. WIELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED O.F. = OUTSIDE FACE ' T W' o H PROPER EQUIPMENT AS REOU 1 RED BY MANAF,CTURF.R CONCRETE EXPANSSI ON ANCHORS - HILTI KWIK BOLTS' - INSTALL iN ACCORDANCE WITH ICSO REPORT NO.e627 . MASONRY ANCHORS - 'HiLTI SLEEVE ANCHORS' - INSTALL IN ACCORDANCE WITH MANax-ACTLRER'S RECOM ENDATIONS. COORDINATE WORK WITH JOIST MAmJFACruW'R. SEE SPEC1FiCATiONS TOB 40 93085007 NON -STRUCTURAL N -STR U CTU RAL S REP FOR JIM TO BE GALVANIZED - - LAB REPLACEMENT � t rANCRETE INlFlU_ of ENGINEER M CHAMiBER;,e!N - - -- - - -- o'-ar LIGHT GAGE STEEL FRAMING - FOR PLUMBING I N STALLATI 0 N °" WALL °�"� PER AS NOTED ON PLANS. 14 a 16 GAGE SHALL CONFORM TO ASTM 446, GRADE D 18 GAGE 3 �•-------- - - ----- FLAW LIGHTER SHALL CONFORM TO ASTM 446. GRADE A. LIGHT CAGE FRAM1NC, TO HAVE THE D AWN BCS -�- --- -- -- -INSTALLATION = - FOP-LOWING MINION PROPERT i ES: }• 1'-� CALLOUT SiZE GALE (IN4) S(IN3) A(IN2) -Y(iN) DATE 12-2'-99 35axc20 3-5/Bxl-5/8 20 0.538 0.262 0.254 0-594 358xc18 3-5/axl-5/8 le 0.693 0.360 0.327 0.596 TYPICAL WALL INFILL DETAIL_ 60oxcla 6x1-R 'a to 4.462 1 .06a 0.524 o w s"`� 40 SECTION 0 N G-6 PROV I OE BR I DG i NG PER MAN FAC TURER'S STANDARDS. _ SECTION H--6 SUSPENDED CEILINGS 6 CE I L 1 NG SYSTEMS MD THE i R CONEC T i ONS TO THE BU 1 LD I NG STRt1L TURE SHALL BE DES 1 GED APD (LOCATE OPHIG PEP ARCH ) �' . 1'-� C01l9TRt1CTED TO RIESIST THE LATERAL FORCES SPECIFIED IN CUWTER 23 OF THE 1111FOW BUILDiNG CODE ».Me sw Dare+.a,eN se sur»t1111~ NEcls�oosa I T4 or M3 ., ":STC[' '� .0 LEGMLITT STRIP T CsY= w 2 3 a 6 C' !, 0 C It iN t e Iy e e 2^ 7 72 .T3 2A 2e 2e 27 2e 20 3. i, 1 a a h I i i i i --- -i vfR-CJ� RE-NF 'C BE ONE PIECE. FALL ^IErG�T. R£Du,RED SECuENCE ':.F CONSTRUCT)Oh, �NiM::M REf�u REJlEhT� '•�� :=`•:w 2•) "OR''Z #6 1e #7 MAY BE LAPPEC 69 BAR DeAMETERS. 1.) NSTA,,L EPDXY AAC"ORS de REINFORC'NG STEEL- 1.) L S►. MALL Yu5' BE AT LEAST 7j" TIHICK CONCRETE 3 ` ati ANvCrORS TO BE #5 =MBE',CEO S TNTC �� 2.) :AS' hEA CONCRLIT 2.) EXT. END IAMBS MUST A' LEAST 4'-0• *IDE- ? 8_ veM,.,e _ ••0+.►"S FIL.,ED ei SIMPS.Oh 5ET' Avw,EStVE. 3) NC,REASE EXISTING OGENiNG HE)GmT TO 10'-Cr 3.) 10}• M,NrMUM DIMENSIONS SHCV% yJST BE MET. z SP4"CJS hSPECTON PER C.B.C. REPORT } #S'33 5 85'TT.T ON OF EP^vX+ ALLOWED; , yQ OVER CLT) RE NFC�i?C,NG T4AT 'S NO 1h 4 ) NCTFY E.N.R. AT _EAST 7 ;,AVS PR,OR TO CONSTRUCTCh sy AREAS TO BE REMO.Ei. -mAT IS DAMAGED OR CUT, OF ANY OF THE ABOVE NEMS T}•NT CANNOT BE MET FOR C S +- MUS' BE REPAoREC PER E N w Dc-'ACLS THIS PRQ,ECT. I Z s 1 Z •. '2* A-%E_ EPCX'v AJ.C»C,RS -4-/ 9 :vNT. 12T k 28.) ---ADOEC Ir CONC �� r-• :pE'E A3, ,ITEC- SPACE RECUrREC 5' EPDXY ANC-0RS 'rC .AP SD ICE, --#S ES 0 ! oc c A-' ACC.:RA'E_Y SPACE •'r�x -- C l � r•, ,s, ` __ -__ - -1 4.OkG NAS:. � � ; � -�_• �. T — — — —/ �'✓V _� 'PCri - _ .. 5 c A K -• f — a E►._a -r) 6 / ERS) SEEBERf 60-M:\ SEQUENCE Or S i ? } I '3 EPDXY AW--ORS- oc •, _ON5TR.rC^4►r #+ 04,oc 'rn i A- __ •- -- P.ACE AS SM01A+v AST. »Oiv(S AROUN•0 I I `v0'E # 'A: •+DORS) i 4 A. h � O ERS ,EP' RE NF To•,;S t _ :,� •� . M 2-#617 ALL Io7 4-01' CONTa 11 - - —1 — t. -4'-M .0 �,• tR.�r T -vP 6 P.CS I '2' k 213 - 'Sr .' 1 `__-- -• - —___�_ - - -*v 5 PERS, ► - ;. 19 TT-ErT +- --a1 - ti� -OC.cS A-.RE X-A-E: e — d .I •�s •r•r•r •r toy - SECTION A-7 �% - _ _ _ _ SECTION B-7 j• - .ARjEs +'-C• e'-T +'-� _ e'-tr 4•-c� e'-Cf 4•-C• a -�' +'-o• a -0� + -o• -- -- --- '� f PIER #1 R.0 O'ER #2 — R O PIERPIER#33�F R.O. PIER #4-- - _ —`aEa #s+-+ R.0 A-%C-+CRS PEP ('shc"cas aE° 'ANvC"oA,4S PER PER 02i PIER #2 PIER #• f � ELEVATION AT DOCK WALL MODIFICATION TO NCREA•SE ;dcP -EC,• '0 .0'-r > - - e.E�'A'1oN AWVE IS VIEWED FROM EXTERIOR OF BUILDo%G. 2.� "ENGrHENING SmO*% ,S TO THE UTr SET OF + DOORS e�rT �, � � - - -- --- - - ` Z S PENGT►+ DE ENIMG MAY BE ADD TO E•TNER SET Of 4 CONT�NUOi.S D004S K�- Cass— CONIC. :DNC SECTION C-7 QMRAL NOTES THE FOL_OMiNG NC-ES A?a- _rL_SS ,.C-E. '-ER'A:SE �GRM 9UILD(4G ::CC- -- '?; _ - u - _ _ - .-. LIVE LOADS - -- SE: SM: _OftE - ' - A .ter T ■ • i 'R ■ A 5 ■ ?'SA CAST-56-PLACE-CONCRETE F'c - 7000 9S: F:O Ate_ :AS'-:%-ZLACE-CONCRE-E -L':u.A-E S-x•,;-- -ES; wE'-_C USED. CONCRE-E MA" BE PQtYNOR':ONED ON '•E BAS:- x -•E-,' r xR yv_E a!,C -P•A_ MIK-ORES OR 9" AA-ER-CEWE%- RA':J AS :ESCR:BEC N CODE. SU6M:- u: • DES:;,% A,1C DA'A AS REGI,:QED FOR EACH ME-•OC :F w►'EQ--EMEN+' RAT"C 6E'KX :5 -SE: MMA!:MLv MATER-CEMEN- RATIO SH&L CONFORM A i'H TAB,.E •9-A OF JBC M:■:4; A)IC P'_AC:V; OF A" CONCRE-E A•'IC SELECT:ON OF MA'ERIAi.S SI•A" BE :4 A-:3PSANCE A:'- '-E UBS: AND AC( :OOE 3.9 PQCP•ORT:ON AGi,REGATE TO CEMEN,' TO oR;tCrJOE A :C-,S N>WABLE MIX MITN 4• MAx:MIM ;L,AP WICM :AN BE PLACED M:'►+OI•' SEGRE•;A'IOh OR Er:ESS :R£E SURFACE NATER. SEE SPEC:FICATIOrb FOR ADMIX-LPES :.:DE 5% • 1'1/2% ':-A._ AIR J CONTENT FOR :ONCF£-E EYVCSED TO FREEZING ANL --A*:NG E■P'JSYES. L:M: AA'rR- C CEMENT RAT:O 'O 45 AND „5E T`K v CEMENT 0-CRE :^dvCRE-E 15 c►PCSEO :- - W OL CONTAINING MA-EQ SJBLE S.LFATE IN EXCESS OF 2% ADO NC AA-EV A- S- -AA-ER C] REDUCING OR SLPERPLAS T:C(Z:NG ADM I XTLPES MA" BE JSEL TO :4CREASE mar AB 7 ' L WITHOUT INCREASING MA'ER-CELE%- RATIO OF OES:GN M:x SLIOMITTAL SE= C SPEC I F I CAT I ONS NOR C•JR I NG 3/4• CKAM FEQ A,`.. E KOCSED COIL Tr- EDGES .►+L=== :� = N I NC I CA TED OTWRW I SE ON ARCM I TECT`U R•IADRAW:NGS REMORCM STEEL _ _ C) CT? VSE DNCDEFORMED CORE'E RE.NFORCI4G STEEL COrFORM:4,, A, - AS u A5.5, ;RADE 6.. fty-60.000 os i ). LAP ^,ONT I NUOIfS REINFORCING BARS BC BAP C:AhC-=RS FOP 08 ANC .-LER SMABARS AND 85 BAF O1 AMETERS FOR #9 TWX.>, #" SA:--:. NOTED C-►ERMISE. DETAIL STEEL (r %CCORDANCE WITIM •ACI MA-Aj- r• S-A•CA.PO PRACTICE _ z Z OF DETAILING REINFORCED CONCF!ETE STRUCTURES' NE-DEQ N1pE -ABP:- (N ) TC - CONFORM NIT" ASTM A'95. RE:'-FORCING ►LOOKS TO :OMP_v •:-- S-AJ1CAFL' ACI +4.IOKSO Q C) EXCEPT STIRRUPS ANC -:ES `SHAa_L MATE '35 DEGREE AC: SE:SM:C -•=CWS Z 0 C� CO'/ER TO RE I NFOP,ELIE`.- _ LLJ NOrPRES'RESSED CAS--(N-PLACE CONCRETE (INOICS) = CAS' AGA 1`4ST A.NC PERMANEN'LY EXPOSE^ TO EARTH+ S "''ORMEC SURFACES j C EXPOSED IC EARTH OR MEA T1£R. . . . . . . . . . . . . . . . .06 ANC ._Apr Q . . . . . . .2 #5 ANC SIIAA� ER . .1-1/2 NOT EXPOSED 10 WEATr CR OR IN I,tJNTACT WITH GROLND " ul)[� SLABS, WALLS. .IOISTS. . . . . . . . . . . . . . . . . 14 ANC _AAGER, . . . . .1-1/2 #" A,`d SMALLER . . . .3/4 C: BEAMS, PRIMIARY-�REI`FOPCEMEN7. TIES, STIRRUPS. SPIRALS t-1/2 I I � �(,� U J F- r Z WPECTx)kS o INSPECTIONS ARE TC BE PER LOC CmAPTER 17 APO ARE -0 BE BY AN INDEPENDENT TEST:NI: Q m O OIAOATION: INSPECT FOOTING Exr-AVATiOW APO PROvIDE COMPACTION TESTS. .J CONCRETE: TAKE CONCRETE C*'L(NDERS AS REOU(RM BY CODE. tiV l rY SLWP. STTiENGTH• AIR CONTENT. PLACEMENT OF CON ECT i ONS AND ANLMOR BOI.T S REI NFORC I NG: VERIFY THAT ALL REINFORCING IS PLACED :N ACCORDANCE WITH Ji APPRCvED PLANS. CHECK FOR REOUIRED COVER. SIZE. :P-ADE, AND z SPACING. e.. CONI EXPANSION d COPY OF ICBO REPORT FOR kNCIIORS OR AD►ESIvE SYSTEM USED MIST _ MASONRY ANCHORS 8 9E AVAILABLE AT JOB SITE. VERIFY ANDHE ANCHORS OR ADHESIVE SYSTEM N o DRILLED IN DOWELS INSTALLATION IS IN ACCORDANCE WITH ICSO REPORT NO. 5279. SPECIAL COWT10Ms CONTRACTOR SMALL VERIFY ALL DIMENSIONS IN THE FIELD AND SMALL PROVIDE ADEOUATE SHORING AND BRACING OF ALL ST41)CTUBAL 193MRS "ING CONSTRUCTION CONTRACTOR JOB 40: 930850C' SHALL NOTIFY ENGINEER OF ALL r'IELD CHANGES PRIOR TO INSTALLATION. ENGINEER: CKADaBEV✓Ali �.AwN BCS DATE '2-2'-99 S"EET 40 S7 -w sw ON".0'A"ser duo,�oe+A° �c+�do'sth COSTC0 Troolc � ._. ._...._____ - .,.._. __-,w...�...«:.■w.-„ ,...9,.......r.:.:,.w��.-r�u.n■rrr.w.w,nvw:.n�r.-..ar�ir:-A --- LLGIBILlri STRIP - z i < s • y • +i In 11 12 13 Ia is 17 6 9 20 2 22 23 24 26 2 ... mood co 10 n ,. t y FDR PLUMBING WORK IN THIS +tee 12 11 9 7 5 4 3 AREA SEE 'PHARMACY AREA /2 1 - PLUMBING PLAN", SHEET M-2. F;,R HVAC WORK IN THIS FOR HVAC WORK IN AREA SEE 'PHARMACY AREA THIS AREA, SEE 'PAYROLL u a Z z - ! l HVAC PLAIT, SHEET M-3. OFFICE MVAC PLAN , V '° SHEET _ — Ff F3 r� r I 1 — RD-1 X11O 6 i - * - - _-• _- . -. X. I N E.CT NEW 1/2'H WC, 3/4" f 3RID /a' 1/r -CONNECT NEW 1-112" GAS Q < - j NQcCW WATER TO EXIST NG TO "TINGT GAS 1' PROXIMATELY HERE 1/fir t• _ (E)_ .� J 3 G 1--- ^- G -�-�---- G - r, — G -- G G i G -- " G a --- --- — _ - 2� `� = (�2" t-10 -2R - —. �ECTALNG .S METER t a C yEW 1 x - 3 NEW C O CONNECTED LO CN _,..._ BOAC �•�"'� 1"'1/4 ! M-5 5 )r 7,013 - TO c ING 1/2' E 1 2• C, AP XI TE_Y H R - - C,^NNEC7 NEW 2" WASTE TO EXISTING 2" WASTE E1 t• � APPRCXIMATELY HERE - I _ RUN ►,EW t• CONDENSATE TO DAYGHTEXISTING A.BO1VERRIM NKEv-,. _ H --- - - ----- _ -- -- -- ---i EXISTI P ARMAC� E ITIDN - - - � - - - -- -1-- - REMO E F TOP N T A.; x - ALL F TED DUC . PA'CH �* ROOF '•CH EXI _ REMOVE PHARMACY 9NK, CAP WASTE ' - ( BELOO rtOCR PATCH FtOOR TO MATCIa x EXISTING. CAP 3/4'CONDENSATE, 1/2"GAS, 1/2"HWC, 1/2•H&CW AND 2•'v7R IN - _X-- - -sir---- ! TRUSS SPACE — _ RELOCATE EXISTING 1-112 TON - - - AC UNIT TO SERVE OPTICA- AREA. (E)2" VTR Q --- ---_ (E)2• (E`2' REMOVE EXISTING-FLOOR > • - u SINK & VENT LINE. CAP / EXISTING WASTE BELOW _- ' FINISHED FLOOR. PATCH ' -_(E)r-_- FLOOR TO MATCH EX!ST'NG. (E)FC0 x _ _.._ V --� •--�---.-_--_eta-- _"� l� • rl y - O C L _ _ _ _.,MBING WORK IN THIS �«— ------ - AREA SEE "DELI & ROT'SSERIE PLUMBING PLAN , SHEET M-2. - FOR HVAC WORK IN THIS —. --- --- -- --- - r. .-. AREA SEE •DELI do ROTISSER,E HVAC PLAN", SHEET V-3. • -- --- _ f — Z C^ I -- --- x -x - z z x �- 2 4- 40 1 1 -- - --- - _ -_ — ------ * 0 z W iZ z. C� Ch •. z °o Q x C - ,� _� z Z)LAJ ---------------- --- -- -- ---- - - A ... CONNECT NEW a• GREASE WASTE —� (E)4" 4. - • TO EXISTING 4" GREASE WASTE �� APPROXIMATLEY HERE. FEILD - w-*-- - - - ---._- --_-_- -___.. _--_- _-_ - E VERIFY INVERT ELEVATIONS PR10:� TO CONSTRUCTION. p- 1 10/0/99 QO o (E)GREASE INTERCEPTOR U (E). I.E. _ -4.5' B.F.F - i r �z FOR PLUMBING WORK IN THIS ��- I 10. 4 AREA SEC "OPTICAL AREA 3 - - �ttftaerrOc PLW MEET IW-2. MAIN SALES MECHANICAL FLOOR PLAN FOR HVAC WORK IN THIS � xa AREA SEE "OPTICAL AREA U a z SCALE: 1/18' = 1•-0' N HVAC PLAN", SHEET M-3. Z o o A _ PLAN NOTES ( VERIFY do COORDINATE WMI SITE UTILITY DRAWINGS ALL �j GAS METER AND REGULATOR SET BY NW NATURAL — — W U MOUNT THERMOSTATS O 4'-J" A-F.F. STUB-OUT LOCATIONS AND INVERT ELEVATIONS BEFORE GAS COMPANY. VERIFY LOCATION, PRESSURE AND VOLUME STARTING CONSTRUCTION. FINISHED FLOOR ELEVATION PRIOR TO SYSTEM INSTALLATION. M.C. SHALL CONTACT ©STUB-OUT S.D. 5'-0" FROM BUILDING AS HIGH AS REFERENCE = 0.00'. FINAL CONNECTIONS SHALL BE MADE MS. NANCY LANGE, O 1-503-220-2379. POSSIBLE BELOW GRADE OR AS NOTED. SEE ARCHITECTURAL m BY THE M.C. ANY OFFSETS REQUIRED SHALL BE DONE. AND CML PLANS FOR EXACT LOCATION. W J' O THE MECHANICAL CONTRACTOR'S EXPENSE. - COORDINATE EQUIPMENT LOCATION WITH LIGHTS, BLDG. Q m -�-� U PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING STRUCTURE, PIPING, SWAY BRACING AND SKYLIGHTS. BELOW SKYLIGHTS. DO NOT RUN PIPING ON ROOF. SEE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL o PLANS. LOCATE AC UNITS BETWEEN RACKS. z z I- 7eeo SW DMmouth Sh. BUP ffM-00197 IMEC 19l9-0OSo9 1 79 of 203 7NM�wrt.r�wiSi. " Fc _.- LEGIBILITY STRIP O 2 3 ♦ S 6 b >� ) I I 12 13 14 le 17 1® 19 20 P1 22 2.3 24 25 2e 27 29 79 30CD 1: 4 I., u LN _-_ _�. _._ __-__-.-_ -- -- _. _-__..._. _. - -• aa r� . 1 - — — — =,L-:- r -'-- - 10 -: �.•,'. _- '_� p �:..�-t X14+-�_ _:� — _— '�� -_ W_, -= j - -- - _ _ --- __- ---- EMS, r W: or 1 - WAOF -�! - - ...�-a._ -� • Oai t '_ - �r 'V.t _! ^��• `� _.n••�_ _ f _-�`_--,`�-= _ -_-��.�._ .� ._ r •- - y � 10 - . 46 IVA.' - - _ ...�•• .4i=w.ti'V''•_� ..- _ _—. - - --_—.__ •. —T ,•Z. - _• � -_ ..•gra-- •— '''� � e � __ _ .• ,,. �- 717 - 7`' -,ice ��J-• ? A_�. [ _ ; -177 :� � _, /-�•��'��/^� ��rte.�• /'� = _ � _ _ z —_ -- — ` rz 10. 4 -. -- _ �,.� LCM-..0 A ti`s - �'^r.• _ -_ _7 '-y�: j' rt:-- � _ -- - _ \7 i._N \- T J?Tl'� _'.� Ih �`T� r>L -� �� -�_�_� _. _ z w — DELI ?4TI'zHRIE WASTE �: �-E\ . FLAB x LINF L � `�� z -- LAN '�O TE�. i — ----�� _ - -- r - -- S--- _-A'% = - - - - - -•- - _ _�� — _��4�•�! — t•: �I :�JrDE +4F Ilii� / -- � -.._ _ -T� --tiT�Wt-C�. _ c r -� - _ J - --_-- i ----- ^� i L� — — � i rt �_ i `�- ,=3�• :�_!F''V_\- :h 4-•_ _- �� .J'd•�•M1IY z - — i • � • - J�-�_ - ----- �+ � _�?M�'�►^yi,J\: 4x -- --.�M. _••-� r �Sr� 'ti�� :or ^W�•-»_ Atm — - a=te :-_- w- -- :�'�K.J'1� � l' �-'�'� -:� `� =�'- _=�`►7c'�_ � 4::=>�_._ - - - -• f`�r : „- -E _ - PHARMACY K_-�• ,:.TE & NST PLA GENERAL �•OTE� PHARMACY FLT_�+'tB NG PLAN �� SC>LZ `• _ -_ N ?_4?..4__ '1f__'`, — -�'N: M •J_ 4_.v_ 43_. �wJc 4•c: P^ C - rt- •�j-_= SOC'._:j� ��_ _'tiF'� 4',(. =J� _�t \,.. _. DT gr L a�OYE1 J'V s�W_- =�_ \I_: v 1�x1dF�•-'� Y�-�A. i?+•-t Z i 9�"��•A- E_'f�4-10 '1 -d 292 - s - O 2 1 14 w• 071r fY !b � cc 23 7& Zt C D j�.'i ..,.".�M14q�1AI711171�1�...�..••-_.++.w-+..•++........-.�.. ..N�� - i •..- t 14XI •fi A 11 10. 4 9 ..� RUN DUCT DN. SVA-- Z �'\� 1�: r NTC "F,L:NG S-ACE < ;y ■ _._ _--- V Ru�. C.C'S 30.E SUSPENDED - - z R f K CE_NG & -3;-'-'„N FR/W'N G F`'ti CSC' nG�T -C o Y z ------ 9'0 DOALE AAr_ ,N ED/McGi” „NDEPS-c :F O ACOUSTI-K27 SP. r NIP Av CONTR„_�R—� / RUN DUCT TIGtiT TO RA_ SEAM DUCT. `- 200 CNUNDERSIDE OF STRUCTURE -tea - -- -- - r It 4T , — - �1 - - RUN DLC7S ABOVE SUSPENDED- - - CE,�NG & BEL34 FRAMING ' --� 7nr'T 11 :..le -4' 9�r 9C CFM S.,PP_V R ^l / 5D ',F� 1 u Z� AtiD R. SRN Dui `•uRD _t-- -� �_ CONNECTED DIRECTLY TG TERMI►� DEr'�CES N BOOTn. ` • '��" :. — -- _ __ J'� COCRDiNA'E CONNECTION :E AJLS �/ EIOCT*- YMFA: JRER.---- �- 0 CD-4 ''�_ 9�' 'RAKE tC _____ ac „T�p u_4 L.�� 2PRDGRANMA3-E yRUCSTAT i.�A- t B'y 'R4NE. _ -- - ---- - SEE CE'A;- _'Al'2 0;--qN DJCT JP 'C A -3 - ..c --- TO i1 --- --_. -_ '2, 2' S a°_ DUCT UP 'C AC-3-I By RANE. 'B/ 2 RE',;RN DUCT .p AC 2,12, SiPP-y :.:JC' .P 'C AC-2 — PHARMACY HEARING BOOTH HVAC FLAN C\ "►'3�- S E. .iii•y� El S "J -_s544.% > �V VLti rS 1 f _ -- - REIIOYE Ex',rN3 AIR C:',: 1 - I fl 4. - - —.- -- --- _ - :A` • /� ice.'J!-I ,?OA' DO _rn 1 e- .-p� l� 040 - - -- - - -- nk SC Cry Itz _ _ ♦:vf�Gcir-4 3 - ("' 3 S-`,, AC d%- 0% ROOT RACE THAN . �;4+ F I j — ' .� Z OPTICAL E_Vali ROOMS i C HVAC PLAN _ -- -- - — __ ---_=_ — N Z - ; - PAYWLL OFHVAC - - C , PLAN �� • i = i z a'o/a/9 _ a &tuii < zZr Z -� v f Z t, o Z C 0 t ►- U L. f ^ O r 2 . . w r r:r O s S E GENERAL NOTES 1 h Z � -Z MAINTAIN A MINIMUM 0r 15'-ter BETWEEN EXHAL;ST C:i-�E': z o AND UN17 cRESH AIR INTAKE. 2 EXHAUST GRILLES SHAD BE NO LESS THAN 10'-0' rRCM T4E 0. _ --_ — — -- INSIDE FACE OF THE BUILDING. COORDINATE :_OC.A ON U A - — -- WITH FLE:CTRICAL AND ARCHfTECTU'RAL DRAWINGS. 3. COORDINATE Al-L VECIVWICAL DUCTWORK LOCATIONS *7H 10 ELECTR+CAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED x TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION s EQUIPMENT OR PANEL_ PER NEC REQUIREMENTS, SECTION 3$4-4. r Q - W 0 SSERIE � DELI VENTILATION PLAN � c SCALE 1/8' = V-0• N M - 3 Z 0 Z L� 1 ttso SW DwWnoUth sb supl 1>'e or 2m —LEGIBILITY STRIP - 10�+1� I Y 3 U Yfl4+ii1`I'flf�ilfhljili !'I3 �f�" ,"1 r,x.. - rKs �._ _ .__. _. _.. .....w.-.w... _ __ ,mrt,-vr _. . . .�. BILITr I 1 illi -. __- ..., ...,. .. ..LILY.--•...,..L..M,� — 6 ; e 6 1 I ! IO !y 1B 19 20 21 7.2 23 24 2's ZO 2'7 28 29 30 +I. C D 1 's i 5 rA L� f h • F± u 5 f G yrs _ -- Q r __ --------- -- - ------- - HVAC EQUIPMENT SCHEDULE PLUMBING FIXTURE SCHEDULE --------- ---- --- ___— — - _ _ - Pv90L SERVES RI - - CHAR __ _ c^ .« ^ - -- -- - - -- - ------ _ _- T - ---- 1 �� C Va _ 8^ _ - _AVA 4f,. /3r 311# a 94; CFM Y�. d 4. ' F ` SERVES _ �E NOTES AIR SA-ES E TCTA� COO• NG. 223 Y �-h,a - 85 r Pr,ARMACy CONDITIONER ADDITION CO30084 8., _Da. 6- cIAB '-.00C C'V • 6' cS«. tt= _ 3 9, _' uCA JJu M-i - o 14/11-5 ' ZSC u2-' ha„T. 2C3yMa" O.,'D_T 5�.Z7i 4:..E � .S V _ _ v ? Y_ C -r_ _ R . - - _ _ _ _ C r - - - - -2 A;R P►�ARIIACr '9 4 V-3- `0 4 a - - a a �� ___ YY _ -=5= - --_ �vc "�E. tiv_L i.7UPAR'4Eh TRANE '+� .v4LMG, •Z Yah+ S[hs a$ ^a, ,' - -_ ---- -- _ ---- - • •2 . t UC COND�►OhER r �r - .-c r_ - �, .A \� Ste:_' �i"- ... --- CA -�•-:_�- �-=�_ ShK C4/�N1ac-'N M ;cA '�' OPT►CA` EXAM -- - -- ------ CC018F a_G 8a.u9►,6NPUT, 32 wS/ CUTPUT, '8X-4F�_ - 32 � u� P�u�=- -�Z`-� u a *+SCC �i ----- -r:. _ _v< ��A-_ A-_ a'r^ CA5' PC% =_��, F JtSF•NG COv1R, `6/M-5 MEAT. 9AIcERr, - - ---- __ Dc_ AC-3 AIR PAYROi_ TRANE 24 3 Var �'� :CC,-16, YB► SEhS•9L: 8S' 20i '• A.Nu SP�S++`7V STRAINER N^►+ ?1+C0- -- -•-1 M-S :000 SERti^CE _ - --- CCND�ONER 0�►CE rCCO24F• ANa.-94 _y3h£��N9. 8�:- V • .3' ;S?. 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AC-* (EXOANDE: 1AAIN SALES ZSC.O00 BTU►+ - - - -- COQ NATER f -- �� _ 9�E JuC- AC-3 (PA`�'ROt_ OFT10E) 40.000 STUN - - y0' WATER ',,RN NG VANE Z we OCATED K LNIT FOR DCMCA_ 40.000 9TUH ��•i ROTISSERIE OVENS (4 • 120 YBH FAC'-) 480,300 BTUH - - - - r'0' WA'_R RECIRCU.ATION S�pD�'' fv 8'0,000 9Tl'M - �� RE-URN :UC' �a _ - l i 'CTA_ NEW :CAD CONDENSATE DRAIN 7X15 NG GAS _OAD 6,203.000 BTUH 5 STGRM DRAIN t '1 _. •,- S;,PP_v DVC' CCAti TOTAL COVBINED LOAL 7.0'3.000 Sri G GAS RETURN 'UC' xA\ - C - - - GAS .-OCY, Al? �0�'.4= :SV-=a � r z � I LONTROL VALVE - *Ar Cc-%,3 - . 53 ED 7 �`�-- CONTROL VALVE - 2 WAS sCUARE `O °Z_ND DUCT "RI�vSf-ON }�e �^°• :: —v r VALVE - GATE r — r r-RE DAMPER F0) GAS SIZItiG CHART ---�.r VALVE - CHECK — �R cVNoInoNER f• ya VALVE PRESSURE REDUCING �PRV, TwERMOSTAT •MIL 7l1rLt. +!c�f r7l �---� _ A � � 1/2' ,o Cn- --+II UNION CCN CONTINUATION f ;, 3/4— 225 C� STRAINER '�'• TYaIU_ _ THERMOMETER CFM CUBIC =EE' PER MINUTE 3 11' 425 CF►+ VTR VIEW THRU ROOF D8 DR" 81.LB VvERATURE !�1 o z 1-1/4 870 CFI-4 r-I a a. 1-112* 1300 CFH FCO FI-004. CLEAN CUT A3 NE' BULB TEV�ERA'IRE rw-.� a z / A F.F. ABOVE FINISH FLOOR VLZ 1.000 BRITISH T1+ERMA_ JNrrS/HR. 0 - 2' 2500 ZFH ^� 0 ti J B.F.F. BELOW FINISH =LOOK E� EXTERNAL STATIC PRESSURE Z 2_'i 2- - 4roo ^1 > ' wc0 WALL CLEAN OL r FG EXHAUST GRILLE 3° 7015 CFH CONT. CONT`NUArON P-, RETURN GRI,I E U 4' 14430 CFH Tyr-- 'TICAL C0 COUNC DIFFUSER PSI POUNDS PER SQUARE MCH R.D. ROOF DRAIN x RN ROUGH INSTALLATION u r z 1 203 eur+�aae� �•y+ooso� • n1R _--_ - ..._-_ ...,._ ...._��r•r.-.., _wn..lYW.. ..r.IOFn.....M'.C:SMe+�.ILL�.,...1Mn74^...n .._._-_-._...__ ._. W'slwew•e *[". .f 7 I' , ._ _- .. - ..."sr. - .... aa.I.x.+n r..i -..M.yiyuir I�r+w"M•'. ...�� lFitAlltll' STRJr� 2 3 A S a e o to IS 10 20 21 22 23 24 26 2e 27 2e 29 30 2 3 14 1• 1'7 C D ta.�l • • . n� FLOOR Si,,K �- 7 < � tuQ' . U.L. LISTED. ti00D � -�-� -EXHAUST 2 � of h __ B. CONSTRUCTED AND I Z NST=__ED TO ALL U.L. FAN. SEE DETAI_ M) SP:'- -CATIONS. OVERHANG I i I 0 20 =EG_ "VENTS KILL APPLY. UP9LA5? TYPE EXHAUST aCf ulr. i Y r- ��NTRIFuGA_ EXHAUST ` 9 �- FAN, SEE SCHEDULE i EXHAUST vENT;_ATION SYSTEM ._.. I tOxtt 16 GA. GALV. STEEL C TYPE TYPE IH GREASE TRAP AL_ SEAMS do JOINTS I -- ;;,�7 TYPE OOC WE_DED BY M.0 410 EXHAUST DAMPER - MIN 4O' DISCHARGE L VENTED CURB - I - ----� z '8 Gr STaN_ESS STrE_ BY MECH. CONTRACTOR �YrENTED CURB EXTENSION ' I GREASE-ffi -LNGT~ �4. I —ONE nOUR SHAFT BY G.C. TRAP FINISH �_OOR Z ECRM--A '.,SED FCR DETERMINING AIR FLOW: SEE ARCH. AND STRUCTUAL DRAWINGS I � 3 [DC_ = 200 X 6 f;l F- = 1200 FM R M S� F SH a ___� y N N F' OVERHANG PRO; .ED BEYCNO EQU'PMENT i 3' MIN. A'R SPACE AROUND FAN BASE :N A__ SIDES 1004 1,APORPROOF I —� --T--- �XmA,ST FAN; NCANDESCENT LIGHT� CURB — S' MIN /-ROOF DECK C..CT S ZE: 10 X 1 • HANGER RODS 6c 2"YZ' I 16' U.L. CASSIFIED � BY G C � ! BAFFLE-TYPE GREASE 1 ANG_E RON SUPPORTS 9Y M.C. F_TERS SGJARE FEET OF DUCT AREA: C.T6 SQ FT. HANG FROM COOLER BOX CEiL_'NG HANG NG ANGLE-� I h_ AL,S OF DUCT: 1 / M.0 SHAL_ PROVIDE FI R WELDED DUCT M.N. SHEET METAL EXHAUST FAN CFM: :Tv CFM PANEL UP TO FINISHED CEILING. IS' ABOVE ROOF DECK �\ . EXHAUST DUCT —� E.kA„ST D,.CT vELGCIr 2368 FPy � V CONTSRUCTION TO MAT HOOD CUTLET AG__ _ BLANK OFr S,,PPLe CO__AR "�- 36' OPENING AT TCP OF MOODlip _ 6" ^APT :EA,R: TYPE "DOD -��, _ -AJTC MAN TANK FOR �«--'RAP do ARM MODEL ND3R '4' x 72" x 24' ( _ U, , WITH FILTERS do LIGHTS, I ANSU� SYSTEM. MOUNT ROOF F E XH A U 5;T FAN 2 CE'_ING -/ 'B GA. S?A1hLES5 STEEL O 8'-0" A.F.F. 'DRAT ) ---- IL SCALE NONE -� r-OC FURNISHED 9Y COSTED SLOPED GREASE GRAIN "HU_ESALE .NSTA-LEC BY M.C. �- 72" `—� w'TH REMOVA9_E CUP FLOOR SINK D- 3, D-4 8.' D-7 ��. I MANLjAL PLLL STATION SCALE: NONE 3 i i - - COORDINATE W/FIRE ChiCKEN OVEN COUNTER FLASHING SLEEVE \� 2'-� ALARM SYSTEM �N.LC.; SAS .ROH C_EANG.;T W'1H ! CHICKEN '-EN BY COSTCG I `I., S"' J ° COvER FOR DUTY REQU'RED F ASHING SLEEVE ---- I I ROOF FLASHING l'BY 4,r- . s '1 -- - -4- ------ 6'.5 I --mss•----i MECHANICAL CO!41'RACT•OR) F�ioO��__P� �ZEW' RANT ELEVATION �D ELEVATION �--� CAST RON LONG SWEEP—, 1/4 B ENC OR CAST 'ROH �• ��CAST RON EXTENSION COMB, Y & '/B BEND. -JCD SHA3E. NSTA__ED :OMP E'E n "- FRE S..oPRESS•ON SYSTEM AND SOLENOID VALVE AT FUEL NE CF EQUIPMENT. AJTOMATIC FIRE EXTINGUISHING SYSTEM SHALL 3E IN'EP'CONNECTED TO THE 1 SAME S'ZE AS SEWER =•.rE_ SOURCE do ARRANGED TO AL,TCMA- ,s_v S. ," £O.. OVENT UNDER THE HOOD WHEN THE UP TO 4' D;AMETER l - SYSTEM IS ACT,,ATED. SHUTOFF VALVES OR SWITCHES SI•+A_L BE OFA TYPE THAT REQU'RES MANUAL :PERATION 'C RESET FIRE SvPPRESSIC'. SYS'.!' 4 BE '.STAL-ED BY G.C. ALL SOLENOID VALVES, FOE. SMUT OFFS do EQUIPMENT NTERLOCKS AND SWITCHES SHALL BE THE RESPONSIBILITY OF THE �n,7 T�R� RD',F w✓ - MECHANICA_ CONTRACTOR. _ BJILDWG ORA:N SIZE PER PANS SJppRESS10N SYs'£M SMA__ 'vC' RJN r-OR'7.ONTA__� h'M'� EXPOSED HOOD CAPTURE CAVITY. VENT THRU ROOF C_HIC_KEN OVEN HOOD � EXHAUST FAN ELEVATIONS � SCALA;: NONE –� — 4- ,� SCALE: !CONE -` — — � ��. DIRECT JN OF FLOW � J GAS SOLENOID INTERIOR FLOOR CLEANOUT ABOVE CEILING _ SCALE: NONE 3/4' HOT WATER �y. :C.._ ONCRETE F_OOR Ft s_Da_ r--F�EX'BLE GAS UNE (TLP.) GAS :';EsslR£ SINK FURNISHED WITH: SLOPE 27i JNLESS COC_ER "A__--.{ /—C z_ ` OW' � G005ENC•CK SPOUT TOPPING dt SCOPE _ SLOPE 2X A' AREA , P£p AR 1/4' SOFT 5ZED ~FLEXIBLE WATER LINE (TYP.) 2x4 BLOCKING IN WA-,- KNEE OR FOOT vALVES OTHERWISE NOTE 6" PER ARCH. CwG'5 Q, A 1/2, / CCPPER Tu8'NG PILAN -� / CURB FLASHING dC COUNTER- l s / ----_004 , I 1-112" WASTE TAILPIECE �4. E / V_SHING BY G.C. NAL` BRACKET OR PEDESTAL T- '1 PLUMBING ROUGH N: -- - SEE DE'Ai. 6 I g ? x 7 1/2'HW WALL STOP O +16' 1 � R00 O '/2'CW WAL. STOP O +16, t F 1.0 3 ~ —__ -- 36' © 1-112' WASTE O 20• � G C O F6pc canlNECTIc, - C. Rta ARIA "aA ' MOLDING uNI' CHICKEN ROTISS CH,CKEN RC'SS I _ , /`_ _TRA- 4 Aau HAND SINK E- 1 _ 8 SIZE PER P„AN SCALE: NONE FLOOR DRAIN TYPE D- 1 _ '-� CHICKEN OVEN PIPING DIAGRAM SCALE: NONE 6 SCALE: NONE - 7 TRENCH DRAIN TD- 1 _�`� AC UNIT DETAIL _ SCALE: NONE - -_- e�7 SCALE NO..E cl � AC-UNIT VENTED v-TRAP 5/16' LAG SCREW TO JN;T BASE BY M.C. 2 C ABOVE RCO/,-- ,--GAS PRESSURE x .. SET SPASM R;M I REGULATOR 3/4' A.F.F, r-RAMING SEE STRUCTURAL DRAWINGS CONDENSATE DRAIN _ I _7 _ AC TELESCOPING SUPPLY DUCT. •��---- — I - —� — _ TELESCOPING RETURN DUCT - NECPRENE GASKET 3Y M C.-�/ INTERNALLY INSULATED, I INTERNALLY INSULATED. -- LV .• CV GLUED AND PINNED. G_UED AND PINNED. P \ p _ - _ o 24' MAX. VO'_UPA'L DAMPER iii O cam. Z �-- MASON INDUSTRIES CONICAL SPIN-IN CENTRIFUGAL ExHA,S' - Y, FAN, SEE SC"+EDv.E - �" ✓ F r. :T. 2 `'j'-� r- T --� PROVIDE SETS►,tIC BRAC;NG I - 1�I 24 O.C.OCWIC 2' 5BYAM.C. t,PPLY BY GC I PER LOCAL SO!,C X 3/16" FLAT STRIP til-\. T_ I I _ CCNTINUC.,s BY M.C. BIRD SCREEN � _ --FLEX DUCT 10' MAX. DUCT ' ' _ FAN SASE--- ----- T= g' MIN r 'RAP 4 ARM T BUILT UP ROOF- � � PENETRATIONS (TYPICAL) � �— ~ r , '' LRA= - \ a 5/16" BOLT 24' OC By M.: NYLON TIE-STRAPS ( ) CURS B -- rws5 PIPING ^� K RAF LE STEEL TUBE - SHIM AS REQ'D BY M.C. - LAY-IN CEILING DIFFUSER SACK DRAFT DAMPER— SMOKE DE-LECTOR PROVIDED - \ SHEFT METAL � G i-SUPPLY / RETURN TRANSITION DIFFUSER INLET DETAIL BY FIFE ALARM CONTRACTOR, N INTERNALLY INSULATED. EXHAUsr DUCT INSTALLED BY MECH. CONTRACTOR SCALE: NONE 103 IF B R LOCAL ODE c CONCENTRIC DIFFUSER :t: FLOUR DRAIN D- 2 ;,��'� �_ �- ROOF DECK / r DUCTS MOUNT DI ROOF EXHAUST FAN y. SCALE NONE - 1 1 - -- _ .� DUCTS 0 MOUNT DIFFUSER / � As HIGH AS POSSIBLE SCALE: NONE 1 AC UNIT HOLD ON BRACKET — 1 � ROOF MOUNTED AC UNIT DETAIL SCALE WOKE SCALE: NONE 1 ASME PAcT --� cz 7 12/12 ALUMINUM DUCT ^ RELIEF rALVE 0 0 x r- RATER Gir C d , 14C' WATER W C7 ►�, 1-'/2' x '-'/Z' X 1/I'r L - _ m � ►4.^ d FLOOR SINK SINK FURNISHED WITH: �- \ SINK FURNISHED WITH: FAUCFT r.+ UNION 1 I - UNION SHEET METAL \ _ 16" F W �+ \\\ z� PLUMBING ROUGH IN: INSULATION FAUCETS 14' WASTES w 0 _ 3/4' HW WALL STOP O +16' _ PIPE TO OUTSIDE � - LEVER WASTES C 3/4' CW WALL STOP O +16' 0 D BUILDING I PLUMBING RCUGH IN: Tj (D DRAIN BOARD (E-12 ONLY) 1 PLAN VIEW 0117' HW WALL STOP O+16' -1 - N00 09 112' CW WALL STOP 0+16" PLAN 3 , CABINET a 1 ! BOT_0M _ © a a -_ -_ --� TIT-US: .50P GRILLE REF RiGERATION - �- a? BOX CEILING z o NOTE; r,a C) MECHANICAL CONTRACTOR INDIRECT DRAJN � � OG SHALL INSTALL EXHAUST �'�---WASTE MANIFOLD BY CONTRACTOR CU OB _ GRILLE WITH REMOVABLE W SCREW; FOR OWNER TO �+--BOOR SINK Q UNDERCOUNTER WATER HEATER TAKE OFF FOR CLEANING £7�] VA.STE MANIFOLD BY CONTW'OR 1 b 1 DUCT THRU MEAT BAKERY CEILING �J -- - FLOOR SINK -� 1 i"`� ELEVATION d � SCALE NONE ( U TRIPLE COMPARTMENT SINK E–2, F–2 18 TWO COMP. SINK E-4, E- 12 z SCALE; win SCALE: NONE Z M - 5 W a 7850 SW Dr mouth Sty SUP+tN-0M07 AECIPWO 0 P I d 20] .. LE611IliTT STRIP 0 2 � 4 S e 7 8 o Io II .2 �3 ,4 ~ 042.,7. Q B 8 20 2; 22 23 24 25 28 27 28 29 30 i 1 �L"dl III p' a�) J�l tf I I i F SrE C�ENER _ � AL NOTES 01 1 . MAI ERIALS ASTM DESIGNATIO'J STPUCTURAL STEEL PLATE A529 OR A572 F)'- 50 KSI GRADE 50` i COLD FORMED LIGHT GAGE SHAPES A570 FY= 55 KSI GRADE 5o� BRACE RODS A572 GR<,DE 65, UNLESS NOIED HOT ROLLED MILL SHAPES A36 OR A572 FY= 36 KSI OR 50 KSI I STEEL PIPE A501 OR A53 (GRADE B) FY= 36 KSI STEEL TUBE A500 FY= 46 KSI SGRADE B) I ROOF AND WALL SHEETS A446 FY= 50 KSI kGRADE D) BOLTS A307 OR A325 A307 UNLESS NOTED 2N 2. STRUCTURAL PRIMER OED 1g SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS CGLOR TAHITIAN BRONZE. i D' L D THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE 7G THE ELEMENTS. VP N G S 3. A325 BOLI T1;;HTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. VARCO - PRUDEN STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN-OF-THE-NUT METHOD IN ACCORDANCE WITH THE NINTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 8D.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY rHE TURN-OF-THE NUT METHOD WHEN STANDARD HOLES ARE — USED IN BOTH PLYS OF THE CONNECTED MATERIAL. TYPICAL CONNECTIONS DO 14CT REQUIRE WASHERS. SEE SPECIAL DETAILS FOR WASHER REQUIREMENTS. I / ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND ""QUIRE SPECIAL � D E1 t;! L REFERENCE D RAVV I N INDEX INSPECTION AS DEFINED BY THE 1991 UNIFORM BUILDING CODE AND AISC. DRAWING TITLE PAGE No. ALL BOLTED CONNECTIONS AS FOLLOWS ARE NOT SUBJECT TO DIRECT TENSION: BAR JOIST TOP CHORD TO RAFTER BOLTED CONNECTIONS, ROOF AND WALL ROD BRACING BOLTED CONNECTIONS. COVER PAGE _ _ PER ABOVE SPECIFICATION "BOLTS IN CONNECTIONS AS NOT BEIIJG SLIP CRITICAL NOR SUBJECT TO 'DIRECT TENSION NEED ANCHOR BOLT PLAN & DETAILS 2 thru 2 NOT BE INSPECTED FOR BOLT TENSION OTHER THAN TO ENSURE THAT THE PLIES OF THE CONNECTED ELEMENTS HAVE BEEN BROUGHT INTO SNUG CONTACT". DETAIL CALLOUT DETAIL TITLE ROOF PRIMARY BRACING _3 SED File Number FRAME ELCVIITIONS 4 thru 4. FIELD WELDING Detail Number .� 1 V/Al-L SJLC4h ^oty 7 thru q ALL FIELD WELDING ELECTRODES SHALL BE E70XX UNLESS SPECIFICALLY NOTED OTHERWISE. DETAIL TITLE RC25D6 I Page Detail ^25 -- ROOF SHELCTING PLAP! 10 10 Is Located On Detail Number 1 25 WALL SHBIdTING /9AC9 5NE'7'jAV 'I thru 18 ALL FIELD WELDING SHALL BE PERFORMED BY AMERICAN WEI.DING SOCIETY (A.W.S.) CERTIFIED WELDERS. ALL INSPECTION OF FIELD WELDS SHALL BE PERFORMED BY AN A.W.S. CERTIFIED WELDING INSPECTOR, AS REQUIRED BY THE 91 UBC AND THE Page Detail ERECTION 06TAIL5 19 thru 22 CURRENT A.W.S. STRUCTURAL WELDING CODE (AWS DIA). Is Located On/ thru thru 5. BUILDER/CONTRACTOR RESPONSIBILITIES thru VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, VP BUILDINGS DESIr-N, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. ABBREVIATIONS thru (A VP BUILDINGS SPECIFICATION BUOKLET IS AVAILABLE UPON REQUEST) thru IN CASE OF DISCREPANCIES BETWEEN V71 BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE AB ANCHOR BOLT FF FINISH FLOOR TOS TOP OF STEEL thru VP BUILDINGS PLANS SHALL GOVERN. AFF ABOVE FINISH FLOOR FL FRAME LINE TYP TYPICAL_ thru I thru IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBLkIN APPROPRIATE APPROVALS AND NECESSARY PERMITS c3FF BELOW FINISH FLOOR FS FAR SIDE UNO UNLESS NOTED OTHERWISE FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. ' A'_ BUILDING LINE MAS MASONRY thru BS BOTH SIDES NBVP NOT BY VARCO-PRUDEN _ thru APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF' THE VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. CL CENTER LINE NS NEAR SIDE thru ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VF' BUILDINGS APPROVAL PACKAGE, CHANGE': FROM THE CONC CONCRETE SIM SIMILAR PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING, AND CTR CENTER SYM SYMMETRICAL IDRAVVING RELEASE HISTORY HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR EH EAVE HEIGHT TOC TOP OF CONCRETE - EL ELEV4TICIN TOM TOP OF MASONRY PATE REASON FOR RELEASE SHIPPING SCHEDULE. AS LONG AS VP BUILDINGS i,;.I�IGN AND DETAILING APPROACH COMPLIES WITH THE ."URCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND Q1/o3/oo Fug' Construction Anchor Bolt _ COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE TO BE CONSIDERED AND COORDINATED LEGEND OF SYMBOLS BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN _— Plan & Details Pages �; thru 2 MATERV ILS IS FURNISHED AS PART OF THE PURCHASE ORDER. VP BUILDINGS ASSUMPTIONS WILL GOVERN. —i DIMENSIONS/ F' w THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONSOMR Y 1 01 11 (,P, PERMIT OaQWINGS COMPLY -� PIECE MKS. WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA PAGES I THRU 22 AND DRAWINGS FOR THE VP BUILDINGS DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION U CONNECTIONS PROJE(:T. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VP BUILDINGS IN COMPLIANCE WITH ALL REOWREry r'JTS OF THE PURCHASE ORDER. LL1 REVISIONS THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR IJOLTS AND-ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OF? BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. ,aE 0 PROF 6. VP BUILDINGS CERTIFICATION VP BUILDINGS IS At: APPROVED rABMICA'UR WITH THE FOLLOWING CERTIFICATIONS: 4, 462PE T — AISC MB (ALL PLANTS) qE III��o 24" COVERAGE 36" COVERAGE ICBO FA-240 (CA PLANT ONLY) ,�qr `N 01 2 3/8 --- � 2 3/e" 12" TYP 1" IYP.1 r '- CITY OF SEATTLE CA PLANT ONLY) 9 I 3/16" _ CITY OF LOS ANGLES TYPE 1 1 ABRICATOR (CA PLANT ONLY) `WD CANADIAN WELDING BUREAU DIVISION 1 (CA & WI PLANTS ONLY) AA © 112" FACTORY — I APPLIED SEALANT 2 31/32" TYP. _ 'DP.I SING REVISIONS \_j �� --- � ocacnoN ntksaN / R *N DAN rot /•s otsrMrrioN -- L__ I Rcv�cmw oac rot /•s �41 Glh'S. -4 STANDING SEAM ROOF PANELS (SSR) PANEL RIB WALL PANELS (PR) - -- ---- ___ COLOR COLOR 8 I,'_' COLD FORMED LIGHT GAGE 5HAPES GAGE 24 GAGE 26 ,r 36' COVERAGE — — -- _ — 12" TYP � 2 5/16` TrP. Building Code: . 97 UBC QUOTEn JOB p Live Ld(W/ Trib Red). 20.0 psf COVER SHEET ME94 70311 1' TY F Coll. Ld gravity): 8.O Ps THIS DRAWING, INCLUDING THE IrIFORMATION HEREON REMAINS THE PROPERTY BUILDER — DATE I Coll. I_d uplift): 0.0 psf OF VP BUILDINGS . IT IS PROVIDED FOR ERECTING THE BUILDING Span Construction and Engineering Wind Speed: 80 mph DESCFIBED IN THL APPLICABLE PURCHASE --- - I I Wind Exp C Cat.: ORDER AND =HALL NOT EE IAOCI`_C, RC?POpUC-O C^ USED FOR ANr OTHER CUSTOMER —' 11 I PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. LOCATION Costco Wholesale - DESIGNER Ground Snow: 25.p psf1 Roof Snow: 25.0 psf T I C-i ARD , OR VEE RIB WALL PANELS M) I Snow Exp. Cat.: oR.W/CHECK 3 _ _ L.COLOR S9iSmiC L ane: PROJECT 5-=H GAGE 24 3 4435— Costco Building U 3e Cat. 4 VP BUILDINGS - PAGE I Auxilior, LpadS. NONE vwR«�-�xuocr BUILDING E�Pq n S Old r , 7850 SW Dartmouth Sir. 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DATE BY DESC Span / Costcc Mind Speed: 80-p agry or vow for r•t oVW pw•" witft'A prior ritten Am 0.01 of Willautlelnp Cu5TOWP Mind Exp Cat : B COSTCO WHOLESALE TIME Ground Snow- ?5.0 paf ttia Mnsrel contrectr wne/r Erector _OCATIOM In solely re000rrtols 'r e=11'rete, pow Roof Snow: 25.0 Do, I wliti 0*1%8 r+is 1, rectins this TIGARC. 0? DRAG/CrECx Snow Eup Cat.. 3 aullaine fn txnfarfre will. title VP BUILDINGS 7S503WDartrnouthSty Drwsna. oaatle rVer,mese in this flrwwtra. OAD..ECT I} BUP1999-00/97,MEC1999-00509 Seismic Zone: 3 u1 applicable vo airllslnpw E-schen owtnlls I 4485-COSLCO T ipard• OP VARCO-PRUDEN SE 11]3� ME Building Use Cat 4 ane all Ireratry suaswea part.lnfq is L PAGE 203 Auxiliary Loads NONE of ersetiol. tneluotry err co—set wrs VAL£ 9UIl0INti i seper•a'e Woctnp NTS Aadit1on - r �' ''� 1 I'....r.i }....,-_w.+.+au..�rr.w.ws...«.r:._ I ' I � ..- "_-�-'.;----__._•._ ±• ,4+r..- ---- --- ___..-__. _ ._.... ._ _ _.. . ..._..._ _.,........,,,, . .,, ,. 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APPROX G-4:r- FAR- NO -LG "'K X MC WEB THK OEDTH APPROX S-.IP No Oty Diameter Lengtn Vertical Clearance under F-ame a: FLJ 2CX43 - 20' -8 11/,6` \ '?rT /`•AM��• - o �-y-�\ START/ENC LFNG' START/ENC LENGTH 1 '6 1 114' 4 Vertical Clearance under F-ame at FLJ 2CX61 - 20' -11 1/4' 0 �_ _ _ Vertical Clearance Under F-ame at FLJ 2TL'X62 21 -8 1/.6' - 2-X43 3/.0 11 0 188 !B 0/18 0 IB 3 F_„ 2'CX68 ' oe 250 7 0/7 1 22 5 c :2 3/4' 1 3/4' Vertical Clearance under F-ame at FLJ 2TCX63 23'-2 9/!6T' .f/4 x 11 0 !88 18 0/25 1 b 0 3 22 3/4' 2 112" Vertical C:earar,ce under F^ame at FLJ 2TCX64 - 24'-2 1/.5• ost.w na Baas t'�o�) .a eaRr-) c 2RI3X40 1/2 x B 0 !88 42 C/42 0 17 2 4 :8 3/4' 1 3/4" vertical Clearance under Frame at FLJ 2TCX65 25 -0 5/8' .Reomu.rs AK Rama, F 2«tlX45 1/2 x 6 3 !88 42 C/3C 0 29 9 F :6 3/4' 1 3/4" Vertical C:earance Lnder F-ame at FLJ 2TCX66 24'-3 1/2' \ "' o % r %`\ / �& _ PRBX46 1/2 x 6 0 250 30 C/45 0 !C 6 u Vertical C:earance under Frame at FLJ 2TCX67 23'-2 13/16' �01e,, % 6 :8 3/4 1 3/4" ��, CLF"Wo WN !/2 x 6 0 250 45 0/30 1 10 3 Yertical Clearance under F ame at FLJ 2TCx6B 21'-7 1/4` ,ra n.Kwa T,cwn� r. J PARX47 !/4 x 6 0 !BB 30 C/3C 0 35 0 7 :4 3/4 . 3/4 Horizontal Clearance Between °LJ.2CX43 C FLJ 2CX61 - 428'-3' rr, ,n .o„z, ?Rifx4R !/? x 6 188 30 C/4C 0 B 9 6 :6 3/4 1 3/4 Flrlshed Floor Elevatiun !00'-0` (Ln:ess Otherwise Noted) LW7 ram NRI WO'C WT- FL"dQ1 i1MGt tr 1/2 x 6 0 188 40 0/30 0 8 5 9 :2 3/2 1 3/4 Ants ntxn IN rtom der.nAtct tlttNCf . 2RBX49 1/4 x 6 11 188 30 0/3C 0 _j5 0 FIANCE BRACE REQtAREMEN'S: FLJ 2RBX50 1/2 x fi 188 30 C/12 0 10 6 1C :2 3/4 1 3/4 RULE$T- ALL RANGE DRAM ON CROSS SECTIONS MUST BE INSTALLED 1/2 X 6 11 :2 3/4 1 3/4' 188 42 0/30 0 6 5 Ru.E Y- SWE FLANGE BRACES MA RACES ARE REWIRED WHEN PART RK ON CROSS SFCTICN -S NOT A:;COMPANiEU t!Y (2) _J 2Rbx51 1/4 X [ r 186 30 C/3C 0 35 3 12 :4 3/4 1 3/.1' Ru,Pj3- FuY4()E BRACES ARE REOUWED BOTH SIDES OF THE FRAME WEIi WHEN PAR" MARK 6 ALLOMPMtL, P (2) Ru 4- WHENEVER POS58Lt, +LACE SINGLE BRACES TOWARD THE CEN-14 Df THE aui�NG r_J 2RBx52 112 X 8 3 25C 30 C/32 5 10 3 1 :2 3/4 1 3/4 Ru_E 5- WHENEVER PASS BLE, PLACE ALL SNG F MACES DN THE SAME SIDE of TIFF CRAME WE8 :/2 x 8 0 250 32 5/30 0 13 0 15 20 3/4' 2 1/2 TYa'CAL FLANGE BRACE CONNFC'ONS FLJ ?_RBx-3 !/4 x 6 3 !88 30 C/3C 0 35 3 SE .2 3/4' 2 FLJ 2WBX54 3/4 X 7 0 188 30 C/41 0 B 5 +6 :6 1 112 4 --- �q ryA,+,A waw,=0Dr�.W uo ru ruaw ro an Orsi 3/8 x 7 J 188 4! 0/30 C 10 6 FLJ 2N8x55 1/4 x 6 3 38 3G C/3C 0 25 0 1�/ 4 1/2' 1 3/4 ' FL4 2ABX56 3/0 X 7 0 38 30 C/' 0 1! 0 16 4 112' 1 1/2 3/8 X 1 0 188 42 0/..2 0 !0 1 19 4 112' 1 1/2 ( FLJ 2RP.x57 5/1E X 6 0 188 32 ''./32 0 35 0 2C 4 1 /2' 1 1/2 1 F1 J ?RRXSR 1/R x 50 250 32 1,148 C 1: 5 21 4 112' 1 112 i 3/8 x 6 0 250 48 3/30 1 10 3 !1 FL.: 2RBX59 3/0 X 6 0 188 30 C/41 9 25 0 22 4 1/2' 1 112" FLS 288x60 1/2 X 7 0 186 42 C/42 0 !7 3 23 4 112' 1 3/4 ' FLS 2CX61. 3/A x 11 0 Z50 27 1/13 0 6 A 3/4 x !! 0 188 18 3/18 0 !8 0 FLJ 2'CX62 %L_ 250 7 0/7 0 22 6 F_J 2'CX63 Y,.De 250 7 0/1 0 24 2 F 2TCX64 /Joe 250 1 0/1 0 25 ! F,J 2'CX65 %oe 313 1 0/7 0 27 0 F..J 2'CX66 T.Oe 250 7 0/7 0 25 2 F.J 2'Cx67 TUte 250 7 0/7 0 24 1 i (27-) �3 4 222' -0 C 150: 12 ��-r—2-T-------- ---- --— -- ----- __. 42 p 9`0'-0' 40— ----- ---— - - - -- -- _ 0 250 Q f f 6 51-01, C3 v C3 O O U fp Q O (O� O O f f f Q rp•T fOh c O t1 f►t M m cOr7 (0r1 f0'1 :r1 m m 2 m Ill 11) MO O f'1 in In m O Q m m m LL O m CO Lb .4. "� m m to t^, O O O p m O m m 2 LL N LL LL U. lt_ In lr U. .1. LL LL tl QJ 0= fr1 fry O O LL LL m m til �., Rf'T Q r; to RrT Al m LL U. N m m LL LL LL .A. LL LL /f-%\ O y LL V. 11 U. LL LL m O Cr. LL Q] U. /�� (� !� �.288X52 9 FLJ 288X33 Oc 11 12 LL `` LL LL � FLJ 2RBX44� Li 288x45 2 ^LJ 2PRX4fi U FLJ 2ROX47 "FW 2R9X4B v FLJ 2NBX49 ©FLJ 2ABX50 ® FLJ.2RBX51 10 L.,1.2RBX54 F_J 288X55 FLJ.2PBX56 1] FLJ 2RBX37 14 FL., 2RBX58 <5g> FL,, 2RBX59 <_�L„ 2RBX50 �- 20 0 SFB2060 a nr 17 r• I9 f 19 LO 2� ^ �72> 1 F82050 X UO X X X x t0 23 LO `^ t� v nil U U t_ I L? Li J SFB2060 m) Q N N n1 RI N 7 fn N J � 7 f\ O LL J LL _j u W J J J LL LL a OI m a — — — -- — — — 99'-1 1/2' — — — — — — 99'-1 1/2` — -- —• -- -- W-11 12' — — — .— 99'-1 112,- --- -- — — --' 99'-1 1/2— -- — — 99'-1 1/2.— — -- -- -- .— 99'-1 1/2" �— 60'_0" F4'-0" - 54'-Q' 54'--0 ' -- 54'-0' 46'-6" 56'-6" __ — 55' -0 ---� 434'-0' --- -- - — — 9 .;2 E .levat .nn at Frame Line .j . 2 ! E s (T P -8 9116" 100 SEE A325 RCLT CONNECTION CHART (( J aASZk FrQjLA dR»—flTna i ?:Anw R Trite ead ng.theo. tneluding the irfofTrtTV,ion Mrren. f=rame Elevation «I�T� Joe ME 9 9103 7 2 I A325 HIGH STRENGTH BOLTS SHALL BE TIG"TENED IN ALCOROANCE WITH THE Building Code: 9711BC rwrtne the . Including of VP BIrforeet NOVEMBER 13, 1�i85. ALLOWABLE STRESS OES:GN 'SPECIFICATION rOq Live L.d(W/Tri Red) 20.0 pet It U Provided fm sweeting tM autl]inp BUILOEA C�'E- S'RL1f'TJRAL JOIu';' 15INi ASTM A32!i OR A49() 00_Tg• SECTION B (d) (1) Coll. Ltl (gravity): B.0 pef It istere to d I , erecting tfs autl Order -- — —�— _ --- J "URTf-OF hVT TIGHTENING' 2 USE 1/2' DIA A307 BOLTS rOR PURLIN TO FRAME GIRT TO FRA'4E, AND GIRT TO Coll Ld (uplift): 0.0 pof aid shell not tie .edified, rapreduced REv DATE nFK _— Span / Costco _ -- Mind Spewtl: 90.0 Rroh or used row e.,r otmer purpose without Prior C1ISTOMEq TIME Or it ton APoravol of w eulldtnae. COSTCO WHOLESALE 1 CLIP COWCL-ATIOT:OF UNLESS MOTE, u'HERWI`AC SEE ..OB DETAILS FOR BOLT LENGTHS. Mind EXP. Cat.: B The erns,,,) contractor dna/or Erector 3 IMSTAL,ATION OF THE 'SIBIL:TY BRACING F;A ,;CF UNTIL CONCTGUCTICIN Ground Snow: 25.0 def tr solely rrpsnrtble for rccursts. stood LOCATION T CARO OR IS CONpt FTE. IS T►� RESrOM5I8IL:TY OF THE ERECTOR Roof Snow: 25.0 pef QIwitty rertmenshtp to ergetirg this TIGARD, Snow Exp. Cat.: 3 Buildlne in cenforownce with thin — - VP BUILDINGS SEN crowing, ortetls referenced in tate Droving, P1i0.1ECT Seismic tone: 3 all applicable Tri Buildings Erection Details 4485-COBtCO TS ere, OR VARCO-PRUOEN -- _ _ Builling Use Cat,: r4�O►� prow ectieti ncladins thepercorrecaining to 111 BUILDING —�— --- PAGE /roper •net fon, fneluai ng the eorrsc• use !GALE -� Addition _ Y epdrrr•v Woe no 'V T5 _ � ��— 78S0 9W Dartmouth 3tr. 1 ? r BUPIM-00497,MEC1999. W9 1 BS of 203 ;b Ct�w1� I IIII I nI I I , I ILWII �IIII IIII�II11 IIIII(IIII III,I IIII IIIII IIIII II II I ilii li I 1111 Ilii IIIII iIII 111IIILEGIBILITY STRIP 10 I1 la_ID Il S2—II 10 Il_n �.u.Ih2oofcm ills, lllll;u II1111-1�11 IIIIIIII( IIIIIIIII Illlll,llitil ,�,. _._.•._ _ _ 12 13 14 27 28 29 30 n 4 11 Jill ( r •1.1. .l n 1C D 1 11 Y.` - . AL Yt IMIMt MMtitMOW S -- - :p^ 407E am?Rte '/Y RJl .t at+r2 [ 1,3, axis O tA • E%aw t Jam a0i ON ma _ I mss.., r , WEI.OR NA � w'S R*k SAY N f%-Mx tier 'O�IaD THE CEATfR Y rise wso ttr +Asea W+eo rn[ a...7NG '//•• • a.• __.-_� :I/AAv :FAM:hG SIZE :••ASy0 T A325 _' COhhEC':Oti Z-AQ' =AAMF. C.EAaAtiCES 4"M's +/t•. '/••Am enn•we --- x eC WEB I.."( OEPT.� A�caCx 5-:c NC 7ty C:aRete^ _e^5t^ Vertical C:eararce „naer F-awe at F_.. 5Cx3_ - 22'-:1 7/16' -� �� o STAN/ENO __hG'^ 1 4 ./2 , ./2 ve^t:ca: Clea-ante order Frage at =.. 5CX42 - 23'-: 15/16 "c lronte: Cleara^ce Bet.ee^ P_.. 5Cx39 6 �� 5Cx42 430'-7• % SC:x39 :.4 x 5 C 134 12 1/12 0 23 7 2 4 '/2 1/2 Firlaneo Flcor E:evet3o^ • :CO'-0' („rleas Otherm:Se No:ed: "1"D tertut` • 5PBx4C :34 x 5 v :34 5 0/9 0 3 3 , t4� WPM bi-Bx41 134 x 5 C :34 5 0/9 0 28_3 w'u^` WW`a M 5C-942 !3A x 5 C !34 12 11:2 0 23 5 / +u a.a w tot Wal. rafrm% . � twMEE •aa sa suer AA<Atg3�•D laFi.3. - .tea n•�a• ao..W t •�e+mats � niAp+r,A.aa � � �. fl.. w'M rs A3pf •CM3 Mt a[DZ �+ r.,yCt M•C[ h) hitt �la A4 407 +•'. �'.AIC't asMCE �St1) F.AN.F. 3RACE REO+.+It•-WhTS RbIF/t- A— F,AMM MACES ON CRUSS SE^ONS M t5' BE NS'A..._E:) RtAF/2- S&#LE F1AhM MALES ARE RE04;aE- W.EN PAR' tAARK ON r;iCSS SECnON S 40- ACCOMPANEC W ;2; RI.iE ]- F,A%GE URACES ARE REO-MED BO-)+ SAES OF n,E -RAME WEB W+tiN PAR' MAR. S ACCOMPAA EC 3+ (2; R tF •- M►+ENEVEx POSSID-L P-ACE S"LE MACES TOARD '•E CENE4 DF '"E HL,:DNG W"ENEVER PMOL PLA:E Ai SPA" MWES ON -"E SAME S.OE Of T%-f FRAME WEB -r;l .,A_ ;7L.tiGE BRAE ",Otic,'ONS COWMA/RALa JI Dam OOWMA QW aC MOMU RMA+MD aW+'•Kien f� I 1 i V I ` 1 222' -C 9/16" -'N- — 212'-0 9/1E' -- O 25C 12250 I2 -- 42 Q 5'-0' ---- -- 40 Q 5'-0` 1 N . c 1 I(2)FB:'064 0 J ;2)FB2064 � t � O r 6'}ti i Q — — — _ .� -- — -- -- — -- — — — — — — — — — — -- -- — — -- -- -- -- — — — — -- —- — — — — — — — — — — -- 0.1 JL MOM 434 -0' T B 1/2' �. .- ® V -7- r` -r �2PE 9 F Elevation at Frame Line j . 5 L.� 2'-e s/1s• � +'��.'r.-,:3�l�' ( 'loo 4 �i 2 9 3- -11 - 1 -4 - -11 '1 -4 1/2' U SEE A325 BOLT COPlNE;'ION CHAP' Tonis ns the f•+t:uefnf tr& fr•or.etfe., h•r•eT Frame E .1 e v a t i o n ouoTE ME9 9 70312 A325 HIGH S'AENGTW BOLTS SHALL BE TIG►•TEAED IN ACCOMANCE MITW THE 9uil0inq Code' 97U9C rwt.n ton , Inc:Uy er VP But Icings NOVEn9EA !3. 1909 ALLOWABLE STAESS DESIGN 'STS' SECTION c (a Live Lo(M/Trib Red) 20.0 pot It Is eve.:dsd +or •rotting :rs B,tldf•+g CA.E STAl/C'JAAL .JOINTS ENING A5'w A328 OR A490 AO.TS' SECTION B (d1 I11 "UA4-3F-NL' TIGHTENING' Coll. Ld (gravity): B.0 psf ssscrlese En t+n aa0tleae;e Pureness oder BIILOEP 2 USE :/2' CIA A307 901, COP PLW IN TO FRAME GIRT TO CRANE. APO G?AT TO CLIo C�IEC':OM M_eSS hJTED O'�fIiN1ISE 5EE 08 DETAILS FOA BOLT LENGTHS Coll. pe (uplift): 0.0 pef ori melt r be •seeress. rssroehout �• DATE � Span / COSLCO -) •r Y••0 fOr Ml OL1n� lMM'•O•a ■f tlqut OrfOr — Mind Speed: 80.0 NMpn CUSTOMER C05TC0 WHOLESALE rerun Aaar•val e� oe euflu.Er i 'IME lob Mind Exp Cat B The Mennen•: eererectr o+0/sr Eraetr - - INSTAI..A`tOAt IS AiEOUATE TSIBIL:Ar OF THE FOA USE UtTIL COP6`AUCTION Ground Snow. 25.0 psf is solely reso"Ible for Wcurets. 9000 LOCATION TICAF�, OQ VP BUILDINGS IS Cf1tPtETE IS E RCSPONSIBIL:Tv OF T/£ ER£CTOp Roof Snow VEZ 25.0 pef Belttr tfsr•WrraF+to in or•eeiq ens• 07AM/CfCx Snow Ex,"). Cat. a swileing in earf•rssgte With this — oraain9. (mall• -Nrsne•0 Ir this d'wtne. �OJELT — Seismic lone 3 all Mileab's yr eNtlaeR9• Erection Details la95-Costco Tigard, DR VARCO-PRUDEN C4 Building Use Cat : 4 sing ell tnAetn stenos'o esrtaint to -- -'— PACE Prow ersetfer. tRtlietns the torr:' eee SCALE aOILDINs /'�., Auxiliary Loads 40NE s r TesuRsry facing ��-- VTS T ) -- ACditlor V�� SW psi^t'tM Sty •0^'501+ MEC.1 qu l96 oq 20, ......._. ,.a.,,. _.. M1.r. •....r.......r ......., .__..rr...•r ....+u.We•.�....ial�,yw.y. �-.. .uil •. n"! ILITT STRIP 0 2 a 3 b pair,.)p• !� 10 ( ( 12 (� i a IQ A7 8 19 20 21 22 23 ilt d1l 2e 2`T 9e 29 30 w. It CD A Mlpft i s i I ----------- SECONDARY ------------ ------ SECONDARY ------------ ---- SECONDARY ------------- NARK LENGTH THK DEPTH MA;4K LENGTH THK DEPT-i MARK LENGTH THK DEPTH I 39bW137 -S 3/1b 059 8 5 3NGH0112b lb -0 059 8 5 bWAO201 20'-0 .059 33OW138 2 -3 7/16• 059 8 5 3PGHWi34 20 -6` 059 6 5 P&-W117 25'-0" 059 B 5 336W139 2 -9 11/16" 059 8 5 3PGHw2C 9 -9' 059 8 5 PG�W16 :3'-0" U59 6 5 336W140 3'-3 15/16 059 8 5 3PGHW29 12 -11 1/2 059 8 5 PGrW21 .14'-11 1/2" 059 8 5 336W141 3'-10 3/16 059 8 5 3PGHW3C 14 -!1 :/2 059 8 5 ZG39 9'-9` 059 6 5 386W142 A -4 7/16" 059 6 5 3PGHW38 19 -9" 059 8 5 ZG40 24'-11 1/2" 059 E 5 38RW149 4 -10 11/16' 059 6 5 37G!03 13'-6" 059 8 5 7G48 !2'-11 1/2" 059 6 5 3SEW144 4 -9 7/16 059 6 5 3ZG:04 IS -6.. 059 8 5 ZG49 !4'-Il 1/2" .059 8.5 :36w145 4 -3 3/16' 1059 B 5 3ZG!05 2t.--0 059 8 5 ZG57 :9'-9' 059 6.5 336h146 3'-8 15/16' 059 6 5 3ZGl06 13 -0" 059 8 5 ZG78 26'-6 3/4' 059 B 5 338W14� 3'-2 11/16" 059 B 5 316:07 15'-0" 059 8 5 ZG97 25'-0' U59 8 5 33bwI411 2' a 7/16' .059 e 5 3ZGl08 31 '-6" 059 6 5 338w14� 2' 2 3/16' .059 6 5 3ZGl09 18-6" 059 8 5 33F00150 1, -7 15/16' .059 B 5 3ZG:15 20 -6" 059 8 5 1;�cW1R2 6 4 .059 8 5 31571 10 -5 3/4 059 8 5 1IUMW116 '0 -b 059 8 5 3ZG96 10'-6 059 8 5 S ' _r-' `'T_' �� 'T' 1' `r_' '_T_' `T— 'T" 1 TJX 3PShWAIS PQ 41N�L n P -17— NM PM117 fP 7 f H fP 3PG[iW�� P- GH —, iP P N P >h�134f 97gi 4 _ ZG97 � � ^ i -43) -- - -- _� ..—. I ^ " 1 •• _ ZG�O Z640 _ _ X10 94e _ 9 4 sZGAO ZG43 _ 4Q-- � —ZG40ZG40 A ZG40 ZG404O ZG40 LG1 -NAO ZG40 _- 2G48 49 ZG40 I ZG40ZG40 jy40 ZG40 ZG40 -- ZG57 I �LG!0 1640 --_� LG4Q_ _1640 _ ZG40 —j z14�_ �(yAO I ZG46 I 1649 I Zg40 L Z040 ZGwO _1 Z040_ 1 1� 0 f ZG57 (� JPG011420 P NW21 - P�NW P HW P NW PGNW21 VP HW21 _ P HW P H P 3PGNM34 °GNMZ1 PGHw21 P HW21 PGHW21 VGHW21 P�HW21 Pc-9!U P HW 10'-6" 25'-0" 25' -0" 25'-0" 25'-0" 2a'-0" 25'-0" 25'-0" 25'-0" 13'-0" 15'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25' -0" 20'-6" 434' -0" WALL ELEVATION AT W8 to F , (') GVA904 , r�.��J 31 A-02 v2 � JCP052131 l1 4 REGON JCP052143 .4, 1d� W 1%4,100 JCP052081 L 2' -3 1/2" O 5' -0" i an Y Prniky 4422 A1(ia 1 p10M_3__ Thf� ur.rfyg f■ WIMt "eflr � !n N. C r ...n1t Y�-11 Qx1TE l 1 This D^w1nS, including nt tae ,nserirtfon ne�een, Wall Sec V��I d a r y MEq`I�10 3�2 UNL NOTED, USE 1 2' pIAME'ER A-307 BOLTS FOR GIRT _Ap, GIA' TO FRAME, Building Code: 97UBC reagins the property n1 ve eusletnge FLANGE BRACE TO FAAAIE. FLANGE BRACE TO GIRT, JAMB A►C HEADER CONN[CTIONS Live Ld(W/'rib Red) 20.0 pef It to provided for erecting the Building DATE Coll. Ld (g,`evity). 8 0 pef eulLOEa SEE JOB DETAILS FUR DOLT LENGTHS deeerlMd In tM epplfesble Purchase Order W.V. ATE r OEBC `�W-- 2 WINO AND FLANGE BRACING ARE AN INTEGRAL PART OF THE MALL STRUCTURAL SYSTEM AND C�11. Ld (ul,lift): 0.0 pef end Buell not be e00Lfied. reproduced Sten / C08LC0 _ _ Mind Speed: 80.0 mph wr teen for eve other purpose eitneut pr;or CUeTDMEq TIME SHOULD BE P,10PERl Y INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS written for evel bf w urpose w. ru REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED Wind Exp. Cat . COSTCO fIHOLESALE . 8 The eemrel Contractor end/or Erector --- Ground Snow: 25.0 pef is w1sly roepenetble for seeurete, two LOCATION TIGARD, OR Roof Snow. 25.0 pef Bwlfty nornawfehtp in erecting this DRA1./CNEc" Building to cenfersfence with this VP BUILDINGS Snow Exp. Cat.: 3 PROJECT Seismic Zone: 3 o iwswileaele VP referenced Erection at:i: 4485-Costco Tigard, OR - vARCo-PRUDEN SEH --- L Building Use Cat.: 4 end all 1n/uetry Btwowde pertefntng to eUILDINe — PAGE Aux 11 Eery Lostle NONE of w SPINNCtiTemporary e including the tsr.�eet use tT+ALE NTS Addition �- 7560 1�SW;erM C 999Outh t-00509 BUP19 -001 1#7 of 203 ......�..,........,... -- - _ -- -..._.__.�_-..-..�.._.._ ._._ _._._.—_..._.._�._�,.._-_.. _ _.__.. -..., ___ __ -. _._._ _. __...--Qmo._-_�-.-_.._ _.-..---•.....—..w..wnw..... .:-�,..::.-::.-.,.w ie...b ...weew«.---,..:mi...�sfw,rrw...,-..... "T, I I LEGIBILITYIII IIII IIII Ilii IIII I +II' :III IIII IIII II!I IIII 1111 IIII 1111 111 111! IIII IIII IIII IIII IIII IIII IIII I " — �w�" ' + 1 1 1 1 III II�� Ilii i , r. I S t■ 9 9 10 1 I 12 13 II I I' I LEGIBILITY STRIP 41 ' .1 CM Iliilllli IIIIIIIII IIII�IIII IIIIIiI I ni!Iull IIIIIIIIIIIIIIIIIII IIII�IIII IIIIII111 IIIilllll I111�1111 illl�li,l Illli'lll4 ( �,y Ze Z1D 30 �i !0 w. W 1 � � CD we 1111111PNO _ ONION- _ 1 �s i i I I 1 ------- SECCPARy --- MAFK _ENGTM T-1K Dtp-H 2ZG8 11 -11 1/2' 055 B 5 2ZG9 11'-5 112' 059 8 5 2H8h18 P.'-4' r)59 8 5 2ZGSc 11 -11 112• 059 8 b 21613 12-0' 082 8 5 21GSc 13 -0 D82 B 5 2ZG2 11 '-11 112 059 8 5 2ZG3 1! -11 112' 059 8 5 981017 8'-4' 059 8 5 '161.100 1 1'-11 1/2' 059 8 b DGM101 12' 11 1/2' 059 B 5 JGr11015 12'-0- 059 8 5 (�I I lye l( I�• -q� C aGM1016 13 -0' 059 0 5 I ZG5 11 -0' 059 B 5 1Gb 11 6' U59 8 b PGH015 PGHW16 � - _1 m i n 2Z613 2ZGi4 s = i ru O I ru I I I li7 I I 2ZG10 (2)2ZG13 (2)2ZG9 I i Q I 58POS (TVP.) I II ZG5 Zoe Lo I I I i t 2ZG2 I 2ZG3 i I 0 I I ! I I II PGHWO I PGHWS II II I I I it I I it L �L — — — — — — -- — — — — — — — — — — — — — — —. — I -I— J I — 25'--0 -- OCC0720(34 ® GFAac� WALL ELEVATION AT WL F , GF A20U I r ,134 ^ E 'D � � 462P8` © GFAO11 , © JCP052172 S' '�iYl14 190, 0 .1CP052112 ,�'app M D 1 -o * Denotes A325 Seco^qary to Frame Connectlor _ In nawrr Prnllcr IRP? Ring 1 plans 2 n.f• M.rlffe fe .ulee ewfr �� _ _ Thin Orertng• Including the Information hereon. QUOTE I JOB e 1 t1N1 t S.9 iTP E USF 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, Eq C TO CONNEFRAMIT.CTIONS, Building Code: 97UBC rowing the Ytr000rty of w Bull,in". Wall Secondary ME9'� -10 372 FLANGE BRACE 'U FAAME. FLANGE BRACE TO GIRT, JAWS AND PiEADEA CONNECTIONS. Live Ld IM/Trio Red) 20.0 pef ]t to Provided roma ereeetng tiM suutling -�--- - DATE SEE .108 OE TAILS FOR BOLT LENGTHS. CO11. Ld (greVlty): 8.0 pef it trlged to d f sstllttesU Mlrchsee Order sUIL0EF1 2 w1M0 ANC f MANGE BRACING ARE AN INTEGRAL PART OF THE MALL STRUCTURAL SYSTEM AND COIL. Ld (uplift): 0.0 Oaf line aired roc lie setltfiee, rneroeutee REV. GATE r OEfC. Span Costco SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF MALL AND ROOF SHEtT9 or uses for snr other wd.ore rleneut tlrtor TIME Mind Speed: 80.0 Mph orltto Aaerevai lir vP+eutletnp. CUSTOMER COSTCD WHOLESALE REMOVAL OR ALTERATION OF wA�l, BRACING NITHOI,T PRIDR AUIHORI2ATION IS PROHIBI"ED Wind Exp. Cat.: B fila ssnsrai Contract er one/lir Erecter — Ground 5'1010: 26.0 pef is solely reegelletele for stlsurste, was LOCATION Roof Snow: 25.0 pef it t, 10erernstlta to srsctlns this TIGARD, OR VP BUILDINGS ORAN/'HECK Snow Exp. Cat 3 sutloins to eenfsfwnes rtth this Orawlns, Details referenced In this Drawing. PROJECT SEH 9ef,:Ic Zone: 3 all owllcesle VP suEletnse Erection Details 4485-CoetCO Tigard, OR vARCO-PRUDEN ) PAGE Building Use Cat.: 4 she ell InOustrY etanderes Portstnine to Auxiliary Loads NONE a Tr��ertyteMrect", stns she eerreee w K"tE NTS BUILDING Addition m s 1' 7850 SW Dartmouth Str. w� BUIDIM-00487,MEC1999.00509 188 of 203 Al Ju 2![Wu.YtlJY ... sW.ie,YpnrypMzr^- .. .. .yrl•- .......... ...._�.._._. ........-.._..._...�,.-.wq«.,iw+w,..,_._.-. ._v'as,ww.-,........�-...^wry+r..«-.....-..--.."+...--.�..-.,.v....,..+.. .........+�......-.•.....,.. _._ Cm b111111111111111111 , 11uu 'iiliI lul Inn I Ilii 1I SII II 1 {I)11iu I nulilll I nuluu nnlnlltIun�ln, 1�11:11.1111_i11_111,11�11I�1_1_11111f11 I�1111111�11�, LE618IiITr STRIP I �OMM.1 Coin �3 14 1 11.1 11111 IU.1..1�1.1,1s�1 I::I�ItI,I:.I:I.I�I wI I�u►1�111111 IIII.IU.. 29 I I f ild t � _ nri - , ilill,11-1111 Id d1fil 11 oil ICD loll kkill'i-1111-1 41,111 1,111,4111 I i • z ------- ---- SECONDARY MARK _ENG'H TI'K UL.JT- I 48BM:72 6 4 059 8 5 4ZG155 14 -7' 059 8 5 AZG156 13 -7' 059 8 5 47G161 14 -6 3/4' 073 8 5 41G162 13 -5 1/2' 073 8 5 4ZG166 13 -6 3/4* 120 8 5 4ZG167 14 -7 073 B 5 4ZG168 13 -6 3/4' 073 8 5 98W171 8 4' 059 8 5 PGHWO 11 -1: 1/2' 059 e 5 PGHW: 12'-1: 1/2' 059 8 5 �•� PGHW!5 12 -0 059 8 5 PGHW:6 13 -0 059 8 5 IG5 11 -0 059 8 5 IG6 !1 -6, 059 8 5 PGHW16 PGHWf5 I ru I 4ZG:67 Z3168 i I ,y _ I 4ZG161 � Zu166 SSROB (TYP ) II II ! ZG6 ZG5 I i � i � O r1 � II —� �4ZG155 ?Z3156 — II II pGHW1 PGHWO I I II � II 0 II m II II II i L I I — — — — — — — — — — — I -- -- -- — — — — — — — — J JL 25'_0" _ owl r4 P y°C'r5 i N&, , WALL ELEVATION AT WR ' "�F�°s9 (� G-CC72084 j ;1.;32PE r ® GC A205 I Ipo G ICPc52112 9 _.p 1 01 14 J::PC52112 Denotes A325 SeCordary .o Frame ConneCtion rnt■ fw.rtxe �■ u■t■e eef. .. . eh. r..�.r..n�■ f.•nfr.rf hS tdt ir.3�fp �_ UNLESS NO'ED. USE This Orwinq, tnr.lud tnq the Snfor■atfon Mreon, f FLANGE B ACE ' BOLTS FJ GIRT LAP, GIRT TO FRAME, Building Code: 97UBC re"In* the prooerty of vv auIlot ngo Wa 1 1 Secondary ME99103-12 FLANGE BRACE TO FOAJ4E, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Ld(W/Trib Red) 20.0 pef it is provided for erecting the auilding BUILDER DATE SEE .108 DETAILS FOR 50,T LENGTHS Coll. Ld (gravity): 8.0 pef tleecribea in the ebolfubls fhwMeee orasr end shell not Oe eddt�fed, reorodubM REV. DATE r DE4C. Span / CD9tC0 2 MIND AND FLANGE BRACING ARE AN INTEGRAL_ PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (uplift): 0.0 pef BUILDMEF TIME Mind Speed: 80.0 rnp►, or uvea far eny other purpoei without prior, SHDJ_D BE PROPERLY AT INSTALLED PRIOR TO ERECTION OF MALL AND ROOF SHEETS is"tten Approve, of VP suftdlnee COSTCO WHOLESALE REMOVAL OR ALTERATION OF WALL BRACING WIT4OLIT PRIOR ALT►ep,�IZATION IS f`ROHIBITED Mind Exp. Cat.' 8 TRs general Contractor end/or Ereetor Ground Snots: 25.0 pal is Solely responsible few ecturetS, geed LOCATION TIGARO, OR Roof Snow. 25.0 pef onl►ty vores~11, in erettfng thle CRAW/CHECK suildine in cwformmKe with tht. VP BUILDINGS SnOW EXP. Cat 3 PAIDAC, SEN orSwinq, Details refaenbetl In thio arguing. * VARCO—PRUDEN Seismic Zone: 3 ui epollceble rP auuetnge Erection omits 4485-COS_CD T1gB^d. OR _ pAeE Building Use Cot 4 am all tn"try sterwleras pertaining to — 9UILOIN6 — - Auxiliary Loads NONE d Tf-Ma wyisrKI MLrefn, the torn Kc u>. E NTS Add i t i on T050 SW Dartmouth Str. BUP1999-W97.MEC1999-00509 )a9 of 203 ..sepre, + SSIIIIIilll�i �iIIIiII�IIIII IIII�IIII IIII�IIII lilllllll IIIIIiIII IIII�IIII IIII�IIItIIoIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIII� !)�IIIIIIIII�IIII lIIIIIIIII lIllillll1IIII�IIII IIIIIIIII IIII�II�i11111I1111 IIIIIIIII tlli�llll�lllt�llll Iill�llll IIli�llll Illluil'i: i Iorem.,[n tLEGIBILITY STRIP CmI2 ,IIIIII�II 23 aa 25 28 27 2e 29 30 - 2 13 CD af1,1 r f of Mo4i," oa s owl iv t 1'f i y,J S Y l J 1�e 4 t - ----------- So*E•:K, -------- .- --K 39 -E' 24 Sta,oa, Cc:- :SA-Vv; `-s=2 4 ,7' 24 Sta^oe-a CC:-- :3A-VW,' =`-;;3 21'-3 9/:6• 24 Stanoa-e =S�a ,21 -- -7' 24 Ste^oa-o "- 2e -3 9;!e' 2A Sta^aa^Z CC.-- :;,A.rv; t i r Sta- =a-'e: -fi' (C..t ovp T T T T T T T T T T T 1 T �_ F. in Men — _ k E-.8-1 =a-e: M -g -7 1 - — — -�— -- — — — 1` _ — — — 1 1 1 1 � 1 Z 1 1 1 1 V t5462PE ` v .-G {`N raa^r Prn_av &AiJ Fi i r& P:Ar.a F l Olo'E • JO! • S :n1ta:: 51'latfmQ r,OR .art t[ A1;^: ! �>•ta rwtti :nc:aat^p t+a t•rrtrtror gra^ n ME9970 2 e1J11tl2ng Cott: 97LeC n+rt-a w wopwtr a, w Sullair" A v f :~ e e t 1 r' y -7FI...:hA S/!' ^IA►lTEa •40.E5 cpp AtlOc S'RtC'.:QA� rA5'ENEps Live Ltl(M/�riC aed; 20.0 DD1 i t1Av W--,% NDO AT S: BRAE RU0.IhS AL BEAMS RtftL:hS RIiRL:h .A� It ft Mewlew rr wctlra tr wcat^a V —� Coil. La (gravity, a 0 Dai 19uIL-Va -A•E aaacr lbee 1 r yr we I r Lett 0Jreeaaa 0•ir span C C 5 t-e F ,OCA':OhS, Av0/OR SECG'rDAF� S'RICTutiAL 9EA►a5 Coll. LO (uDl:ft): 0 0 Dsf aria vats gat w aoat�taal -1,or■e■csa �. �E I �3 Q10� S►EE'S AiE Ah IVTt6p4 RAA' OF *� STgC'WAL St'STEv. r was rr ar1Yew ots'aaa ■tero■t rtr Nind Saeed. 00 0 Hop, Witter As a ai V v■ stoat+" COSCC MH•%ESALE W-MCVA, CP A-TEPA*:Oh MITwMT RyIOp AUT�i7IIA•IOiM IS RRYyr29ITE4 Nintl Etta. Cat a 4 SEE Xe FAILS rOP S►EETING ►� Tgly rASTE%fQ SOE:IrICA-IOM Bround Sror. a D-ir "• sarrvt O"actr VV/ar EreetrLOG'ICatis aalalt 'Awv itIs ror w"reta samRoot Snow 25.0 Ds' a.ltn MV*M■vante tr .eeelq uta TIGARC. � DINGS Snot Eico. Cat 3 s,t:etns tr caroarrrca att's tt+ta .ECT Slisai[ IOnE' 3 8.1 M-Owlw t�i�lvolli.t� 6rectarr opts-ist44Q5-COItCC -Igard. OP VARCO-PRUMN `SE!_--- Building Use Cat.: 4 and all Indust" "Ar"MM Wtatrtro to r----- raper aAaE Loads ►10'E rOt log ry w a trcluatca"wt s lCJtl SuII]I�t8 Au :t l ian /+ - If NTS $ � ACcit:Ol 7,gW SW DarlrnOuth Sir, 9r;P199s-war.MECI"540509 t 90 Of 203 ■ _.............,....._-.�..._.,.... ._.,,...-.--+.-.,rue.-r-. .. ..._..__ Y.__� � ■ r __.......... ....- �....._. ..�r� - --_.._- -' .- ,—,. ...-r.r.w.nw. .....,. >......._ .w�..•.<,n,..,r.,..- .................<..,. N..—..a.nr...... _.,... ... .....m.,. i .. . ..cr K.w«..r�.wa�ll■wn_. cm . -. ' '. _ _.-:.wnr.0 «..ar■rarw»...IrllWSr►�.. , _ _..�,r.wr., . .r.. n..lprrL a, �rww Atr N III,aF��te. �,< r - .. _._-._...—_■ ._ —'•w-- �_ .�iY4■+pi+1liPVw�Y 1W.1^. .ihw�i..,.. x .q J.nl■,�'•..^' LEGIBILITII STRIP I a 11 cm - - -- (o i 12 13 14 1 to +7 'e 19 20 21 22 13 24 25 2E5 27 2e 29 30 t of11h 6 1,4 Wil I 111W I CD PIP Noll 1101fill jt ;1 }7 s „'h r � tt t9 r 1 I I I� T T C� I (P el-1-4) P� T 1 m ♦ .� N m T i(1 .D n m ♦ n (p Q1 O �t m �a iff lD ti QJ t'1 O O 05 m r. ip 9 m TU — O 01 n mm ��jT��Q1 Q� 71 Q1 �n 1n ♦ mm n o HCPOL. 5 2 a ¢ Q It Q 0 0 0 0 0 o U a o ^ — • CI I i I tz I SmGCR X971 >1 Qf I O N fr1 f l u'I IO n m Of fry.V. N f MN ♦I ftf {IQ Nn m IO n Of O �" N m f 0 W I`• W�QI C �+ {f��1 ♦ 0 n !p 0 •+I mp T O n 0 O �^ N m I f 0 Ip ^ ip Y1 f m N O Of I� r.I > ! > ^ S •• •• ¢ Q Q Q a Q C GC ¢ fS O: R Q m tL m S 0: m T ♦ ♦ f T f ♦ f Y1 Q iL1 1(7 y tL ID IO ¢n n P n ¢n ¢ ¢ n S 2 n O: Q n !'� In m lT n In ♦ P; f ' f ♦ f �" f P�1 fWr1 ^ tf 1 f♦�1 fmrl fN�1 m n01 n Y fel N .• Q 01 m n lD �!1 V g g > g $ g > > > > > > > > > > > > > > > > > a o f lI 2 II .�5 C a S > g �i > > �i> > > > 3�' a a o o ! g g a Ig a cr x ¢ a x ¢� Q a� 'I > '> a c ala a i o > > > > > > > > > > f > > > > > > > > > > > > > > > > > >!> > > > > g of ' li -- — — — - — — — -- -i 1 '~ -- 434'-0" WALL ELEVATION AT W3 i I T }r �f1Hgr r Prp�y IR?J H'.� i P 1 An• � � — 'OH■ rlrw/m f. Y�1.1 eelr M !n fn. r........ nf■ 1 girl � n T i I-l9te11 Sheeting rr0M High Point (9) to Lor Point 191 Tris ?wing, including the inforsstlon nereen DUOTE a .los e 2 MALL SHEETS ARE AM INTEGRAL PART OF THE STRUCTURAL SCSTEM, Building Code: 97UBC Musing tM aree@rty of vn euilaina@ vVa 1 1 Sheeting h1E99��31 L REMOVAL OR ALTERATION MITHOL!T PRIOR AUTHORIZATION IS PROHIBI'.EU Live L.d(M/Trib Red) 20.0 p9f DAME Coll. Ld (gravity): B.0 oaf Ie to profio•0 for erecting the autldtng 9uILCER SEE J08 DETAILS FOR SHEET;frG AND TRIM FASTENER SPEC IFICATIOh ee.erit, in u j eoolie•hig PurthM• order tav DATE C oEec. Span / CU9tC0 2 PRE-DRILLING 1/B' CIAME'EA HOS-ES FOR M4LL STRUCTURAL FASTENER!' C011. Ld (uplift): 0.0 psi aro .n.0 not be ad4}ftn. r•preouew Mind Speed: 80.0 mph or useo for enr otMr puroa@e wtnout prig^ Cl14TOMEq `IME MAC BE RE Ot.IREO AT f! GAGE GIRTS. NESTED GIFTS, GIRT LAO Written AWOWS] of w Buildings, Mind Exp. Cat.: a C05TC0 WHOLESALE 1_ A'iONS A1�/0{i SEC17MOARY $TRt1C1t1R1L BEAMS TM e�eral Contractor end/or Enactor —_ Ground Snots: 25.0 pe} to eOleIV r•apdnelb is ror @cc rate. good LOCATION TIL7AP0. Lin _ Roo'' Snow. 25.0 p9f 0")Sty wrx•emnlo in @rotting this DRAM/CHED( --- Snow Exp. Cat.: 3 OU In tonfer@ence atth tnie PROJECT VP BUILDINGS G H Or'Ntng. 0•taile refereneed in this Oraeing, SE S918MIC Zone: 3 •u e•Wite•al. w Building. Erection astaflsr 4485-Costco Tigard, OR MARCO-PRUDEN Building USS Cat.: 4 end all Industry et•Mard• pert•tring to — @CALF I PABE aT Trwyag. use NTS MJILDI40 AdditionAuxllfery Loede NOW prow r including the correct 78511 SW Dartmouth Mr. BUP1999-00497,MEC1999.00509 91 C, 203 _. —..-.._-....-_.._...— .. .y......-....:. _... ...:.q++i6. trW.r1+'.v.4iEp.WLYW4`w,er�4iMIM'1i n4rr,•-•-.•4yeN ry '+.{,\y.y... ...... CfTI jllll illl�llll Ilfl�llll iflllll�l IIIi�II IIIII�IItI flllillll IIIIIIIII'Illt�ll I)�IIII IIi1�11�11 111/1111 IIII IIII tom'III'liil 1111 Ilii tl�t1 IIII illi IIII IltlYllll-IMI ISI I4��' ,'i`�"�'i`�`�`I"'" ,�,*,^_. -__'--~_ --- LEGIBILITY STRIr 0 1 2 3 4 s I 1I 4II I I � 2l0 � 2l ?�611, 1121711 2!8 f lrl�ln2llll'il�ii3i3'OI� 13 le a r t CD1 sI�Wj J1Wk1jW' 1t1 NOIBI { x.. W2 OGS x r.. .., . .. ..v. -p.: 1. E- Flog py r : .r�r ryh( "s - ----------- -- SHEE'ING - ----- - ---------- SHEETING ------- --------- TRIM --------- MARK LENGTH 'HK CO-OR (FINISH) MAPK LENGTH THK COLOR (FINISH) FO/ MARK LENGTH COLOR (FINISH) VR1O 16'-6 5/8" 24 Egyptian Wnite (KXL) VA63 19'-10 1/2" 24 Egyptian Write (KXL) AFTIO 10'-3" Egyptian White IKXL) VRI00 4'-2 7/16' 24 Egyptian Nnite (KXL) VA64 19'-11 1/4" 24 Egyptian white 'KXL) SWA0207 20'-0' Match Color (PRIMER) VR101 4'-1 11/16' 24 Egyptian White (KXL) VA65 20`0" 24 Egyptian White .KXL) BWT110 10'-3' Match Color (GALVM) VA102 4'-0 15/16- 24 Egyptian white IKXI ) VR66 20 -0 3/4' 24 Egyptian White ;KXL) CTE05 5'-1 1/2' E ptian White (KXL) VA103 4'-0 3/16` 24 Egyotian white (KXL) VREI 20'-1 1/2" 24 E gi VR1Egyptian Write (KXL) V,4b6 20'-2 1/8" 24 E 04 3'-11 7/16' e4 E Egyptian white KXL) CTE20 20'-3' Egyptian White (KXL) VR105 3'-10 11/16" 24 Egyptian White (KXL) HCPOL Patrician Bronze (KXL) R10 3'-9 15/16" 24 Egyptian white (KXL) VH69 20'-2 7/8" 24 Egyptian white (KXL) HCPOR V V106 3'-9 3/16" 24 gyptian White (KXL) vn7 16'-4 3/8" 24 Egyptian White (KXL) RFR10 10'-0' Patrician Bronze (KXL) VRIOB Egyptian white IKXL) VR70 20'-3 5/8" 24 Egyptian White (KILL) RHCOfO 10'-3' Match Color (GA-V;4) 3'-8 7/15" 2-1 Egyptian white IKXL) VA71 20-4 3/8" 24 Egyptian White (KXL) SMGBI Match Color (GALV) VR109 3'-7 11/16" 24 Egyptian white IKXL) VR72 20'-5 1/4" 24 Egyptian White (KXL) SMGCL Match Color (GALV) VR11 16'-7 3/0` 24 Egyptian wnite (KXL) VA73 20'-6 24 Egyptian white (KXL) SMGCR Match Color (GALVI VH1f0 3'-b 13/16- 24 Egyptian Ion ite IKXL) VA74 20'-b 5/8" 24 Egyptian White (KXL) 1 OF1O 10'-3' Patrician Bronze (SP) VR111 3'-6 1/16 24 Egyptian White (KXL) VR75 20 -7 1/2" 24 Egyptian White (KXL) 1 HTS10 10'-6' Patrician bronze (SP) VR112 3'-5 7/16" 24 Egypt-an Wnite ;KXL) VA76 20'-B 1/4" 24 Egyptian White (KXL) VR113 3'--4 11/16' 24 Egyptia +hate (KXL) VR77 22'-6 1/16" 24 Egyptian White (KXL) VA114 3'-3 15/15" 24 Fgyptiai Write IKXL) VR76 5'-6 13/16' 24 E ptian White (KXL) VAIVl 3'-3 3/16" ?4 Egyptian wnite IKXI.) VA79 5•-6 1/16" 24 Egyptian White (KXL) VA116 3'-2 7/16" 24 Egyptian Wnite IKXL) VAS 16'-5 1/4" 24 Egyptian VR117 3'-1 11/16" 24 Egyptian white (KXL) VR80 5'-5 5/16" 24 Egyptian White (KXL) VR118 3'-0 15/16' 24 Egyptian White (KXL) VR81 5'-4 9/16" 24 Egyptian White (KXL) VRI 19 3'-0 3/16' 24 Egyptian White IKXL) VR82 5'-3 15/16" 24 Egyptian White (KXLI VA12 16' 8 1/8" 2A Egyptian White (KXL.) VR83 5' 3 3/16" 24 Egyptian White (KXL) VR120 ?'-It 7/16' 24 Egyptian Mnite IKXL) VR84 5'-2 7/16" 24 Egyptian VR121 2'-!0 11/16' 24 Egyptian Write (KXL) VA05 5'-1 9/16" 24 Eytian White (KXLI VA122 2'-9 15/16- 24 Egyptian White IKXL) VR66 5'-0 15/16" 24 Egyptian White (KXL) VR123 2'-S 3/1b" 24 Egyptian white IKXL) VR87 5'-0 3/16" 24 Egyptian White (KXL) VH124 2'-b 5/th' 24 Egyptian white (KXL) VHBB 4'-11 7/16" 24 Egyptian White (KXLI VIII25 2'-7 11/16' 24 Egyptian white iKXL) VA09 4'-10 11/16 24 Egyptian White (KXL) VW126 2'-6 13/16" 24 Egyptian White IKXL) VR9 16'-6" 24 Egyptian White (KXL) VA127 2'-6 3/16" 24 Egyptian White IKXL) VR90 4'-9 13/16" 24 Egyptian White (KXL) VA128 2'-b 5/16" 24 Egyptian white IKXL) VR91 V-9 1/16" 24 Egyptian white (KXL) VR129 2' 4 9/iG` 24 Egyptian white (KXL.) VR92 4'-B 5/16" 24 Egyptian White (KXL) VP13 16'-B 7/8" 24 Egyptian white (KXL) VA93 4'-7 11/16 24 Egyptian White (KXL) VA130 2'-3 13/16` 2- Egyptian white IKXL) VA94 4'-6 13/16" 24 Egyptian White (KXL) VA131 2'-3 1/16" 24 Egyptian white (KXL) VA95 4'-6 1/16" 24 Egyptian White (KXL) VR132 2'-2 7/16 2.• Egyptian White (KXL) VA95 4'-5 7/16" 24 Egyptian White (KXL) V11133 2' 1 9/16" 24 Egyptian White (KXL) VA97 4' 4 9/16" 24 Egyptian White (KXL) VR134 2'-0 13/16" 24 Egyptian white IKXL) vR98 4'-3 13/16" 24 Egyptian White (KXL) vR135 2'-0 1/16` 2c Egyptian White (KXL) VA99 4'-3 3/16" 24 Egyptian white (KXL) VA136 I'-11 7/16" 24 Egyptian white (KXL) VA137 1'-10 9/16" 24 Egyptian White (KXL) VH138 1'-9 15/16" 24 Egyptian wnIte (KXL) VA139 1'-9 3/16" 24 Egyptian white (K X'-) VA14 16'-9 3/4" ?4 Egyptian White (KXL.) VRIAC f'-8 5/16" 24 Egyptian White IKXL.) VA144 1'-7 9/16" ?A Egyptian White (KXI ) vW141? 1'-6 15/16" 24 Egyptiot� white (KXL) VA143 f'-6 3/16" 24 Egyptian white IKXL) VR144 1'-5 5/16" 24 Egyptian White IKXL) VA145 f'-4 11/16" 24 Egyptian White (KXL) VA146 1' -3 15/16" 24 Egyptian White IKXL) VF41A7 1' 3 3/16' 24 Egyptian white IKXL) VA148 1'-2 7/15' 24 Egyptian White (KXL) VR149 1'-1 11/16" 24 Egyptian White (KXL) VR15 16'-10 3/0" 24 Egyptian White (K),L) VH150 1 '-0 15/16" 24 Egyptian White (KXL) VR151 1' 0 1/16" 24 Egyptian White IKXL) VA16 16'-11 1/8' 24 Egyptian White (KXL) VRI7 17'-0" 24 Egyptian White (KXL) VA16 17'-0 5/8' 24 Egyptian White IKXL) VR19 17'-1 1/?" 24 Egyptian White IKXI ) VR?0 17'-2 I/R" ?4 F9yptian White (KXLI VR21 17'-3" 24 Egyptian White (KXL) VR22 17'-3 5/8" 24 Egyptian White IKXL) VR23 117'-4 1/2" 24 Egyptian White (KXL) VR24 27'-5 1/8" 24 Egyptian White (KXL) VR25 17' 5 7/0" 24 Egyptian white (KXL) VR26 17'-6 5/8" 24 Egyptian White (KXL) VA27 17'-7 1/2" 24 Egyptian white IKXL) VR28 17'-8 1/4" 24 Egyptian white IKXI) VA29 17'-B 7113" 24 Egyptian White IKXL) VH3 16'-1 1/2" 24 Egyptian White IKXI.) VR30 17'-9 5/8" 24 Egyptian White IKXL) VA31 17'-10 1/2" 24 Egyptian White (KXL) VA32 17'-11 1/8' 24 Egyptian White (KXL) VA33 17'-11 7/B" ?4 Egyptian white (KXI ) VP34 18'-0 5/8' 24 Egyptian white (KXL) VP35 !8'-1 1/2" 24 Egyptian White (KXL) VA36 18'-2 1/4" 24 Egyptian white (KXL) V1137 11101'.3, 24 Egyptian white (KXL) VA38 18' .3 5/8" 24 Egyptian White (KXL) VA39 18' -4 3/8" 24 Egyptian White (KXL) VR4 16'-2 1/4" 24 Egyptian Waite (KXL) VR40 18'-5 1/8" 24 Egyptian Write (KXL) VH41 1tl'-fi" 24 Egyptian White ;KXL) VA42 18'-6 3/4" 24 Egyptian White (KXL) VR43 18'-7 3/8" 24 Egyptian White ;KXL) VA44 18'-8 1/8" 24 Egyptian White (KXL) VA45 18'-9" 24 Egyptian white ;KXL) VR46 18'-9 3/4" 24 Egyptian White 'KXI.) VA47 18'-10 1/?" ?4 F9Yptlan White (KXt ) VP48 1B'-11 1/B" 24 Egyptian White ;KXLI VA49 19'-0" 24 Egyptian White ;KXL) VR5 16'-3" 24 Egyptian White ;KXL) Vn50 19'-0 5/8" 24 Egyptian White ML) VP51 19'-1 3/8` 24 Egyptian White ;KXL) VR52 :0'-2 f/B" 24 Egyptian White IKXL) VA53 19'-2 7/8' 24 Egyptian White ;KXL) VR54 19'-3 5/8" 24 Egyptian white (KXL) VN55 19'-4 3/8" 24 Egyptian white IKXL) VA56 19'-5 1/4" 24 Egyptian White (KXL) VA57 19'-5 7/8" 24 Egyptian White (KXL) WALL ELEVATION AT W B V 115 19'-6 5/8" 24 Egyatlbr White IKXL) VR1.19 19'-/ 1/2" 24 Egyptian White (KXL) VR6 16' -3 3/4" ?4 Fgypt.ian White (KXI ) VP60 19'-8 1/8" 24 Egyptian White (KXL) VRb1 19'-8 7/11 24 Egyptian white (KXL) VR62 19'-9 5/6 24 Egyptian White (KXL) Gds r+cD�G i 'y o`ry •, � ��i''h""4,,G✓✓?_PF C IDV Yy A 22 RIAs I Plwnie I Install Sheeting Fros High Point (q) to Low Point (q) Thi• Drawing, including the information n•r•on• }. QUOTE a JOB � 2 WALL SHEETS ARE AN INTEGRAL PAR' OF THE STRUCTURAL SYSTEM, Buildfh7 Code: 97USC rem•fne the property of VP Buildings. W 1 ] Sh e e 1 i n g ME9110312 REMOVA: OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3 SEE. JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Lave LLd (grab Red) 20.0 pea _ 2 PRE-DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Coll. Ld (gravity): 8.0 psf It f• provided for erecting the Building y tlaacrfbatl in the froplfcaals Purcheas alar GUILDER DATE MAY BE REOUIREO AT f1 GAGE GIRTS, NESTED GIRTS, GIRT LAP Coll. Ld (uplift): 0.0 plf or shah not be theUur, sepwithout raE:v. DATE r OEf/C. LOCATIONS. AND/OR SECONDARY STRUCTURAL REAMS span / COBtCO TIME — or wad for any other purpose without prior Wind Speed: 80.0 mph Witten Approval or w Buildings. CUSTOMER Wind Exp. Cat.: B The amoral Contractor and/or Erector COSTCO WHOLESALE Ground Snow: 25.0 psf it, solely rrponsiele for accurate, good LOCATION Roof Snow: 25.0 pef o,»i/ty Wormsenship in erieting this TIGARD, OR DRAW/CHECX Snow Exp. Cat.: 3 oufiding 'n corformance mitt, rhto — VP BUIL DINGS Seismic Zone: 3 Drawing. 11 am,iiisi1.6 6P referenced uila ng: Ereciien oast:i°i PROJECT 4485-Coetco Tigard, OR VARCO—PRUDEN SEI" Building Use Cat.: 4 and all 'nduef : standards pertaining to BUILOIW — PAGE 12 AuXflil Loads NONE proper' •r\-tt including the correct use SCALE Y of Temporary a scing. NTS Addition 7850 SW Dartmouth Str, BUP1999.00497,MEC1999-00609 192 of 203 M ' Cm un;,, Ilul�(1(III(Il�illlii(n�Ill ili)�lu�nll�)Ii( ())i�(il) lul�lui (il(�iil( i(I(�n)(I))I( (ul�)III�I11)Inn�ilnl)II(�niilun�n l)�I((Ilnil�nlllul(�nll In)�I( ( Iln�l(n nn�l(n (ui�( i( n LEGIBILITY � 1i i( ill illi , l l Il�ull lul sill Ilii; ll�'llnlllll - . --._ _,._, = i.I i:Y STRIP � � loteslag I ¢ � 1 � � � Him I � 10 I 1 12 13 14 18 17 II8 19 20 2�1 22 23 24 25 28 27 28 29 30 t of ft C D "N Iwo if T w rt 4 L — SHEETING ---------------- --------- TR:M ---------------------- MARK LENGTH THK COLOR (FINISH) Foe MARK LENGTH COLOR (FINISH) VR152 15'- 11 3/4- 24 Egyptian White (KXL) SMG110 10'-0" Match Color (GALV) VRI53 b'-5 11/Sb" 24 Egyptian White (KXL) SVGFI Match Color (GALV) I DFtO 10'-3" Patrician Bronze (SP) 1 HTS10 10'-6" Patrician Bronze (SP) I I I I 1 !-- VR153 — — — R i I (21S F1 (3)SMG110 — — — -- VA152 tra I I tD i m o M I O I , f I- — -- — — — — — — ---- — -- — -- -- -- — -- — — — — — — — — -� 25'-0" WALL ELEVATION AT WL t,A!n�Fs 'o K"(-A it: ON (4IQ0 01 ( Start Panel Dim 4" lin nwyry Prntitw_ ARP? Hina t Plane- a Tiff• Mmrine f■ mu l.w mtr .. !n th. r�r.nn 1 Install sneetinp Fro• Left to Right --- This Brewing, including the `nforMtim hereon. GJDTE a .'Ob e Building Code: 97USE remains the prooerer of vp erltdi,pe _ Wall Sh e_e t i n g _ _ ME 19 103_'12 W LL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SY' TEN, Live Ld(N/Trib Red) 20.0 psf _ REMOVAL. OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS i ROHISITED. It is provtdrr for eroetinp tre building eUILDFR GATE 3 SEE JOB OETATLS FOR SHEETING AND TRIM FASTENER SPECIE CATION Coll. Ld (gravity): 8.0 psf d@sermed +T, the epblinble Purchus Order — Span / Costco e modified, reprt—.:ed REV. BATE y DEW 2 PRE-DRILLING 1/8" DIAME'EN HOLES FOR WALL STRUCTURAL I ASTENERS Coll. Ld (uplift): 0.0 pef and @heli not at; Speed: 80.0 mph or used for any other purpose without prior C11970MFq TI►IE MAV' RE RFOUIRED AT 1t GAGE GIRTS. NESTED GIRTS, GIRT AP D written Approval of VP buildings. _ COSTCO WHOLESALE LDCA'IONS. ANO/OR SECONDARY STRUCTURAL BEAMS Wind Exp. Cat.: B Ground Snow: 2fi.0 psf TM eeneral Contractor end/or Erector LOCATION _ U solUy r@@psn@lble for eeeuroa, load TIGARO, OR _---"-- Roof Snow: 25.0 pef Quality workmanship in erecting this 11RAw/CHECK Snow Exp. Cat.: 3 w`1ijine in tonform@nom with this VVP BUILDINGS l OrWng, Itefla r,,,Wcee in thfe Orewlnp. PROJECT SE11 9elefAfc Zone: 3 all spplie@ble Vr Bulleing. Erection ostsil. 4405-Costco Tfgtlyd, OR VARCO—PRUDEN -------- Building Use Cat.: 4 end ell InAntry Standards pertaining to -- -- I PA9E I3 proper erection, including the correct use ISME eUTLUIae — Auxiliary Loads NONE sf tavorery arecing. NTS Addition — —� 7860 SW DartTrou'h Str. 8UP1999-00497,W'1099-00609 193 of 203 ' .. .....+...w .r.. ,,........or.r...++,.unr...•rr..; .,....-..,.. ...,..cafefinemo,,;nt,eme..,•.....—�,,...._ �. + I Cmf�!n��u(�I�I!�(u � n�lnl�!�u��(Iil��l(�ullll!I(��II�(i!I�Il�llu(I�ul� (n��in� �u��l(��I!lu�llnlnn�l�i!Illu�lul�(;!Ij(Illllln�ll I)�ullll(II�(Inlun�llll Inl�llll Iln�inl Illl�nu nli�lnl tul�nll Iin�ul��i�n�n�( LEGIBILITY STRIP--.' ! `` b J,� d f IO I I 1>Z 13 14 Ie 17 I0 110 20 e I 212 213 2'4 AL 218 2I7 218 29 310 _..-- IOmm.l eT ff. Y t CD fel It 11111ji'I = d", ft loll if INOWN ,�. .. • t R F y' b fy .ik ----------------- SHFFTING ---------------- ----- TRIM ------- ---------------- --------------- MARK LENGTH THK COLOR FINISH) FO/ MARK LENGTH COLOR (FINISH) VRI i6 -B 1/4" 24 Egyptian white (Kx-) SMG110 10'-0' Match Color (GALV) VR2 5' B 3/16" 24 Egyptian Mn,te SVG41 Match Color (GALV) I OF10 10' -3' Patrician Bronze (SP) 1 HTS10 f0'-6' Patrician Bronze (SP) I I I L_ _ (2)S GFi (3)SMGf 10 VR REV o I 'I m o m I O L_ -- — — — — — — — — — — — — — -- — — — — — — — — — -- J 25'-0" WALL ELEVATION AT WR .•[CCA! y�O° �I>X/If?p r nn nanry _PrnikV IRP? Alrnn t 21-Ann- 1 _ res■ nr■w n■ �■ ■.■1■n ■,.ix . ►.. ti. r_■..■■.nt■ fur■+.h■e hr vP eu_�ie�mw _ _—�- — QUOTE / JOB • This Drawing, including VP lildings en rsreen, Wall Sheet i n g _ ME9q-10312 1 nbtell Sneeifnq From Lrft to Right Building Cade: 9711BC nerim the property or VP suildlnpe. ? MALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Live Ld(N/Trib Red) 20.0 osf it is provided fa^ orertfng the suflding BUILDER OATE REMOVAL OR ALTERATION MITh10U1 PRIOR AUTHORIZATION IS PROHIBITED. Call. LEI (gravity): B.0 aef deeeribso 1n the apo:feebta Purchase trMr — � ` 3 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION Coll. Ltl (Uplift): 0.t? Det and Mall not bo modified, reproduced fEC. DATE OEDC. Span / Costco Mind Speed: BG.O mph tr used for any other nurpoee without pric^ CUSTOMER TIME—� 2 PRE DRILLING f/s' DIAMETER HOLES FOR MALL STRUCTURAL FASTENERS written Approval of yr Buildings. COSTCO WHOLESALE MAY BE REQUIRED AT 1f GAGE OIRTS, NESTED OIRTS, GIRT LAP Mind Exp. Cat.: d The 9sneraw Contractor enrfor Erector LOCATION _ LOCATIONS. AND/OR SECONDARY STRUCTURAL BEANS Ground Snow: 25.0 pef 1s solely responsible for accurate. .00a TIGARD, OR Roof Snow: 25.0 pef 9uellty worweeMahI in erecting tn:a DRAM/CHECK Snow Exp. Cat.: 3 Drawing. 1n conformance fore cath tole PROJECT VP BUILDINGS SEMI Orarng., oaalU rafarenee0 1n this Drawing, —J Seismic Zone: 3 ail applicable VP Duilolnee Erection Details 4485-COStCO Tigard, OR VARCO-PRUDEN PAGE -- Building Use Cat.: 4 and all Induetry Dtagdarda pertaining to SUILOIND ly Auxiliary Loals NONE of Temporary including the correct we eeAce NTS Addition 1E50 SW Dartmouth SIT. SUP1999-00491,MEC1999-001109 94 of 203 __- —_'- -..-___ .---__—.�_..�._� ..._.__._.._....... -...�µ,., :. ,-.v+.w:ww.ao..wwrr+r�++ s¢w.e► hdO�eMle.�n" .....•rr..r..r,,..+aM�IwM■1■'�tlrMr..s. ........ ...._,NII,w♦ilwllywj�i,■ CITI�'! )i!(nlln(I!n nnln! T lnl!n�iullni i)uln1 J 10 I 1 111 13 14 ilnl�!ulluillunlu!III)!ill!i(I!lillunlnnlnullinlnillnnl!I Jill 111111111 111111 Inl�llll�n�;l�lulrin�nu nn�llu` I I I I ' b .� �18 LEGIBILITY STRIP 10mmml ela IS (7 I8 10 ffo 21( go 2JI a �e 27 28 29 30 CDa 1 1 011 1 11-1104-11 .. y ,7 JIM 'I l r. n� .............................. �I t"' a ui a � f a! C Si € - Ja c ti r e a 4� s! � sI• �Il� 7 !s ra I, t ar !i Isii� ggr��ll�l1 - -T- - - - - - - - -- - - - - - - - -- - - _:- i I I I u � a flM I I > I J � I I i .pE- -------- — ---� i 0 ' a�IF wn� t eY J rig 7eg0 SW Dartmouth Stu BUP1999-00497,MEC1999-OOW9 1 95 of 207 Cm �I!ulf!u!liul iin�ulilnnlnn ni►Inu nul!nl nnillu n11�1n1 Int IIII !n! II "._ �.Yl. —,. W . �.. LEGIBILITY STRIP s b 8 ( ' I IIuII►nilulln,l�u!IIII,�I�,II!I!,��I�!,I! I!�Illl , l,, ,,l�lllllt!�Illllllnll+III „tninil iiil�lli il�lilit !I!!In!II!ullll- --LEGIBILITY ~--- IO0f.IC'm 2 3 4 10 I I 12 13 14 19 17 is 19 20 ?I 22 !� 24 .2'S 8 2!i 30 t' al I , III till III III � If 14111111 lligal I Yll, , . Nd111 f O!1!11,11 111, C D 'p j il WIN" 'MR alow, �7191 ig 101MOMMYONOMM"O"O" .. Noommlow IMF#ONala - .. .. .. .... tif!4, .. WN MINOR' �Y M ' w ;4 u. SHEETING NARK FNGTH THK COLOR (FINISH) PRK147 5'-9 11/16' 26 Standdrd Color (GA,-VM) PRM147 rREGO(91 i i 9 J I I L — — — — —. -- — — — — --- — — -- — — — — — — -j � WALL ELEVATION AT WL 184 u2P[ 9 •GON 14, t, -rp lsr u Pr n)k g Afja? R 1 r70_ 1 P I Ana This °raring, Including the Inforztfon heron, GIIOTF a JOB 1 install Shooting N INOPI Left `° R'°nt Building Code: 97UBC reaming the property of V, au,,dirg0. Wall Liner Sheeting _ MEq_gl 2 RAMC SHEETS ARE AN INTEGRAL PAR' OF THE STRUCTURAL SYSTEM, Live Ld(M/Trib Red) 20.0 pef It to provid-d for erecting the Building — DATE REMOVAL. OR ALTERATION FETING PRIOR M FASTENER SP IS PROHIBITED. Coll. Ld (gravity): 8.0 pef described in the applicable Purchase order BUILDER 03-72 3 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION 2 PRE-DRILLING 1/8' C `MFTER HOLES FOP MALL STRUCTURAL FASTENERS Coll. Ld (Uplift): 0.0 pef end -hall not be aodified, repradueed FEV. DATE y OESC. Sian / Costco Mind or ueetl for any other purpoaa witho-it prior TIME Speed: 80.0 mph oritten Acorovsl of VP Building. CUSTOMER COSTCO WHOLESALE MAY REOU REO AT it GAGE GIRTS. NESTED GIRTS. GIRT LAP Wind Exp. Cat.: B LOCA'IONS, ANO/OR SECONDARY STRUCTURAL BEAMS Ground Snow: 25.0 pef The general Contrector ono/or Erector -- la solely respond:,@ for eceurats, goad LOCATION Roof Snow: 25.0 pef ouslity flsrwawn., in eraetf'1 cote TIGARO, OR VP BUILDINGS] DRAM/CHECK Snow Exp. Cat.: 3 Building in ednfergnee with this -- DrswinB, Details Mfergnced in this Drawing, PRO.IECT SEH SeiBMIC Zone: 3 all Malleable VP Buildings Erection Details 4485-008tCO Tigard, OR VARCO—PRUDEN Building Use Cat.: 4end all Industry atafideree pertaining to PAGE I S Auxiliary Loads NONE u eM•p erection. Including the correct use BCAtE NTS BUILDIMe Addition 7560 SW Dartmouth Str. '# SUP1999-OM97,MEC1999.00509 194 of 202 Cm�llltlllllllilllllll IIIIIIIII IIIIIIIII illl�llll IIIIIIIII IIIIIIIII IIIIIII{I IIII�IIII IIIIIIIlIIIi�iji�Illiul�ullllul�Illlllnl�lnllllll�ul IF�IIII IIIIIIIII IIII�IIII IIIIIIIII 111/1111 Ifllllill�IIIIIIIIII 111111111 IIII�IIII IIII IIII IIII IIII IIII IIII IIII till IIII illi IIII'lili "v`� - LE6IdIlIT� STRIP '• !o I I 12 13 14 •' �' . _.,_.. S. 10fnre.f CM I IIs II7 I�Ei IIS '.� >[4 1 � 27 2e 29 30 I fill 1461111411111 1 CD lit II of g 1,),) ION' Bids s p f 8 S 5 ' 1 j I B 'v r 'r k - ----- 5►f: :vs ---------------- WSWI 1 I 1 I j i l I! I I t r i i p t II � t � • I ' I C 1 � I t � I I 't m h� -- - 25'-0' WALL eVl�` �� -'1 ' Via,. II•�r/ ' -AOL- Ana — — 1'Iffa �wn•r fa rwlr afSa r Lw !rr ;:Js�frsla �.tetrrw .� ap tf•wfwr 1-e:•:: Snsstf^q -C• _e't tz atq�; i -- y tele �ea�a c-c:-s y c-e •„r•es� esr••r. L- OUC'E i Oa r B►.:ltll^g Caar!, 9T C r...t,a w newt. of we �s a 1 1 r, O•� C(^ c]a } n � i ■s._ BEE'S ►� Ah :v'E6isAi �Aitr OF T� S'�i1C'it4i S�S'Fr, I Lt�e �tl;t+/-^10 �etl; 20.0 Dsf — 1. 1 ��9 SNE 99 _7l^J 2 oErA. A A�TEiLt'iOv r:'�Q' �iDA AUT Ci+:ri-i�t '$ �O/•i9:'f_= It se •ro.seea •t, rstet^s tt• b.s:esry r- 3 SEE .1C8 OVAIIS FOP S►EE'ING A.-C .QIM rAS-EWA SPE:ir:CA"Oh -- 00:1- �] iJrav:_Y 8 0 Csf iesertsse f• :re tes:seaeit gnettitM crs s1,::_Dea 2 vQ:__:MG f/e' OI4►E'E'A H0.ES ta, aA_ S'RIC'UItA_ ra`S'E4E Cc:1. -tl (u01:•tl 0 0 Dsf w wall •te- ee attr=ea ar•eu a Oi'E wK Sga^ / �Os'CO ra. gE aE;iUIeED A' It SAGE G:Q'S tE5'EO G:�► r `sse •r ” atrw wr.sas ..t%t r:r M1nQ SOeetl: 80.0 *0h •sttwr .is..e: e• w oilII:1e COS-CO ■HOLESA_c :fE S. 6:Q' �11C i MI" Exv Cat B _ rOi.�':'rst4 AJC/DA �:C!rCAA• S'R1C'fi3AL SEAt6 *ue sers•t ornrettr w/: Erecter i3r au+C SrOr. 25.0 Dsf to MLIy .0 e7Pa►ele •weerr•te seas OCATI01t _—� ---— —� Roof Sroer 15 0 asf anlstt sw+eresru sr ~.IPIt*te � -IGAQQ %p /pvDINGS 3t`"?`'� Snow Es<0 Cat 3 btlstns t+ ese+srslnes in t' -r:9 CT SEH Drs•ir� Oiafls n+s*ateet s� tr.e T•et•1 so:svic Zone: 3 .0 wuc�u t�ihets►1e Er•ct:er oetaus I 4485-CoStCo Tiga^tl• OP VARCO-PRLDEN a �— Bu•19tng use Cat 4 sea •1f L"am" sto- im awte►•s-s to vUrL3rw a Au:i l t ary ._oatls VOeE er ryw w se s•n. ►rely l tre w ev-aee se (e�E ��7 ar.ttre ' HTS Atld l :tt'• mo sw Dar"ajth 5" BUP1!j!S`004r.jKC11!94)0" 97 of 203 + 44r,.w+wSMl�tiiawrl►WYI•Fn;�kprpl4: ..._._ _ ..�....•,�ra•,..., .. '�"'•at•••f�w�lw ue...:w..a .. � an_ �.wl..Mfiid-..�...icy ..r.. ..J,�'i4W.�.pRtn.ci!.�4 ..:�4.x.-,.. .��.�._.. �.. .r.--r �..r..--n.r�ti ..• LEG019M ry STRIP ; 8 10 11 12 1'314 is 1'► !� 18 20 21 2t2..Irl_d"C3� 2axi.A►Np2Aed5t'leratl�2fiw8u: c '.. .2y F_ 2 3G ' LA 1:1dth1ihhhhhI7mhL A1.1.1 11111ri'llS, .4 OL CD ,t RNV 0 ON W _. _ . W • e r J e s .. - :- w - w '. - • - + — w �. - w _ 4 w .. 1. w w � w w w �. - w _ _ _ .. f f f f • f C _ 7 w L r ^ i� w w yL f f! • 1 f f f ' /. r F = 4' r T C L • L �; f - - _ -s s 's i w _ _ _ - _ _ t� -�-t-a - t ! i y s s j� . w [ ! ! ! ! s s s ! ! T r r r r r - - r _ - --Z.- - - +•-�-�•�- -+-"r-'+'-r'_T'"?—s--T_ _ _ _ _ r r •r r r r r r r r r r r r r r r r r v- r r r r r r r �`� ! ! - _ - _ - i L�Tr r r r r r r r _ � -- - - - w r ! ! ! r ! ! ! ! r ! ! ! r r — i r r j ilki a 1 1 1 • 1 J P T i £'' 'w wr�s -� a ger-• e- s l�cAtaW ,� _ L •.► ��-t arm N '�"='F.4- car= � -{ c_a.f-`.Fr, r•g-rr - - .. .. 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VM:ue':nlf -+r CW--W- w lG d IL - C lewd'!•► !!`!:� h-'_ 1::: . .. -M Sw 54' -`e'•v'.rt fllIg4NN1 �WA311�Ni1•.:.. . .d•'eAwwt••a�Ir.�lldallae ,.•�....-. __. - — - -- �•^�----- -. -. ..- -- -- - - ' ■ /""' - ,•• . a,..►,•,a.JrwNLww d..,w awM sW'tlw+�►aw.1N' •'."e -m a,YrriN••••"--h LECIaI \' ..,.a..... �••I.tl1a^ v.—.,.w.w..,, ,.SKIN-�-. .il�'�l6iHca., 1 ....A,�Y�t.JE,.L...h,.,.,. _ ,.'�� ... ,. .. _ ""� �r1T S1Ri . 2 13 14 . !e 17 S 20 2 22 23 24 25 2e 2- 2e 23 * NO ---Pon Ill-It 1111,11111'aw, CD 1� os 1. 'I. FiISiENEJ�S� TR 70A) , VEE RS FAKE PAN".(BVP) TOP OF PARAPET RIB BACK PANFL 11/4-14 x 7/8`STITCH FAWJOR 56581 O 610XQE C4 r0R p UBBER CLOSURE ATTACHMENT 000l1NTI:R FLASHING& WEATHER SEAL(NBVP) METAL WALL PARAPET (SEE NOTE ABOVE) NSIDE aJRE- (s0t4Qsfk w/3/16'x 1/4' % PANEL RIB INSIDE CLOSURE 80130. SEAL �r>EAT e�rnr�M of P Hay SEE 620 FOR FIXED CUP LOCATIONSJ W/,3/16"x 1/4-MASTIC 80390 CONT. Ell SIDE (2) 5/16"BEADS OF NON SKINNING SEAL w/3/16'x 1. � 12-1 4: 1 1/4m S1R11(,9TJRAL F71STEiiER(574o0)� 12'b.C, TUBE SEALANT 80270 wm� ( ) FACE iW01 PANEL RB(GAP Al UME) WSIBE { � BASE OF WALL�pcLE(BRA ) 12.- 114k I Iff- $ c r F V1 rAJFX (5'7�co�`i1 12 0. c. BASE OF WALL TRIM (00 NOT FASTEN TO�0 PARAPET AIN --�� — w I w ss rrR IL .I. FLASHING (RHC 010) MUST BE FREE TO 111101K WM4 ROOF ,s r-a r 0 4" 3/16"x 7/ir wA`sltC LTO INSIDE CLOStW. �R'�/68 i _ . PANIEL TALL FMi,assn CLosrExr02'-0 O.tBEIIMEt7NM S.SR CLlP50POR CSA A 12-24 x 1 1 4'StRUCTURkI FPISTEdE7�)AQWW � RW FM NOTE:THERMAL BLOCK REMOVED FbR t FwED CLIP(�t3 AT 3 JOISTS CI.O6ESTTO EAi�S (XAiB'1Y , TAPER TO 0'AT ROM&ENUE —1HERWLRLDCK(NBVP) --1/4-14x2"51R1,11CIUiML iSMR.(30.0 02'O.G. &i)sxc.,%F 12--14 x 1 1//4'SS.OWSIRUCTA'll�ft I ..........(57400)(q)PER PANEL w FLAT OF III (Br 5 6HOOF NE m Cal*" RODE HEW CWWT�PANNI 118 JOIST NIZ) I •1 Ilwmw an A*Wff(IWS- ) trlGal-OWN"m(Nm" F1ASf6NQ(IWC ) II" FArAQ FIELD BEND 1"UP ON SSR PANEL Mhw FRAC VFASCIA RETAINER SE` � (RFRto) FLASH . DETAIL C� EAVES FOR RIDGE FLASHING ATTACHMENT S/w mw- 1 IRMA PANEL RIB WALL ON PARAPET, SSR ROOF, SEE FOR END CAP ATTACHMENT FLASH . DETAIL Cad E W SAVE8,2„ 1 3 � MW- 2 axN PANEL RIB WALL ON P ARAPCT, SSR Roor. 2 3 g r 84 „ , ! RIB BALI(PANEL 2 — 1 2 *Coun1T>rx FLASHING WEATHER SEAL(NBvP) , 2'-2 1/2" 4„ MAIN BLDG. METAL WALL (SEE NOTE ABOVE) �-w/3/16" INSIDE N1/4'CLOSURE MAC 8E03M COW. Ek SIDE SEAL1 '-9 1 /2" rI I (2) 5/16'9FADS OF NOM-SKINNING I TUBE SE+u ANT(SOVO) I BASE OF WALL I RIB BACK PANEL ' ANGLE INSIDE CLOSURE (90130) 1 ►, I BASE OF WAL 'ACLE(EWA ) BASE OF WALL TRIM(E4WT10) (DO NOT FASTEN 1n RHC 010 BAS►_TRIM + WHICN MUST BE FREE TO MOVE WITH ROOF) I i I 311r x 7 a"VAM I FIELD CUT io (�) SSR TALL I=CLF W I RNC019 (2) HARD RUBBER CLOSURE (N1 IPS M O 3 JOW gA6EST I S 80136 (DO NOT FASTEN TO DECK) SSR CUP 80600 (SHIP LOOSE) 81R JOIST ROOFPAIEl _ NOTE:THERMAL BLOCK REMOVED FOR CLARITY GAG X7 PAN TAPER TO O'AT IQU6£a AVE FLOATING FLOATING CLIP FASTEN W/STR• PSTN. TO I + 3rx;3"x1/4"4 COPE 1/4-14 x 1 1 YS. ++,++ + ♦ +++++++4+ + +Mrs- C + + + + + � I � NOW NOW C"ANCE PAIN•]. RNM FLAs1I�l0 ROO SHMT(RYIC CEN1�E S 1 � ma o ) I INSULATION (IF REQ'D) ) I JOIST SEAT A8X 3 p 7 "x1/4•t,COPE AT BAR JOIST FIELD BE?IID 1'UP ON SSR PANEL I GAGX I QQIVP THERMAL BLOCK ON TOP OF GAGX� I ---� ROOF STITCH FASTENER 04' O.C.AT DECK BEYOND I BG1 ( NBV? THERMAL BLOCK y FA�WA RETAINER (RFR10) ON TOP OF BG 1) , SEE - FOR RIDGE FLASHING ATTACHMENT THERMAL� BL ; � FLASH. DETAIL nMAIN BLDG. WALL a — (N -- � : ° SEE A FOR END CAP ATTACHMENT W 3 PANEL RIB WAIL ON PARAPET, SSR ROOF, 3 130 FLASHING DETAIL ® SKEW Mw_4 4. 9 MW Para et Sections & Details '°� No. {• y R IS PRo+7G ro � V M Tltq TME DU i 18402PE SIN TME 0 "1°, — �9 703 1 Z r o law CAM °1 °�'PM Span ConstnwUon do Engineers _ °ar z GOu h��-- T11E OENEf01L 00,1tRK,tpltAND LRECI p SOLELY K52�ucTION n qn� t4, _y�p1`t�l°� tv i n+hS TIC,ARO"Ofd \ {�' S-CaSTCo - �. SEIA .T VP BUILDINGS h M. � • r /�RCD—PRUDEN SM � 11�4T QM. NSI.u�bMIC CORRECT YSE OF !�'; -� L_ PAM Pe�nCNTS 7860 SW Dartmouth S11% y� BUP1998-00497,MEC1999-00609 L00 of 103 ..w•IYM- ..,.,.,-....^Mit-.+Yif•YM•vs�vsr..i.....w..W. .....rA...y.'7Y..•: .vW,Ip.�MM.•�i. '. MFAv � v..... ..... ILII ILII ILIIIILII ILII LII ILII ILII ILII ILII ILII IIII'IIII ILII ILII ILII ILII I!II ILII Lill ILII ILII ILII ILII III ILII III ILII I IY ILII ILII i II I II ILII I II ILII ILII I III 1111 ILII Illi ' II IIIIIIj,I ,I,`I'�III ILII ills ILII ILII ILII ILII ILII ILII ILII ILII ILII LEGIBILITY STRIP Cm ( I 2 I � I � I � I �► I l � 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 � � "'— - IOmrn.lea 10 1 1 1E 10 i4 I Ig I7 I• Ir ISI 22 23 24 25 28 27 28 29 30 011 1 1 01IT 1 tl0 I yy 111111111 11h t z: r' 4. A. 1a 7 f 11 1 5 PARAol',i;T — PLATE GLASS GIRT HEADER (PGH-) NOTE:NOTE: SUBSTITUTE 1/2" DIA A325 BOLTS IN LIEU NOTE: SUBSTITUTE 16' DIA A325 BOLTS IN LIEU CORNER OF A307 AT EACH END OF FLANGE BRACE OF A307 AT EACH END OF FLANGE BRACE ANGLE (FHS2) GIRT CORNER WHEN (SFB-) BRACES ARE REQUIRED WHEN (SFO-) BRACES ARE REWIRED Vi" x 1" A307 CLIP W x 1" A307 BOLTS 1/2" x 1" A307 BOLTS INTERIOR ENDWALL (49050) 2 PER CLIP / — BOLTS (49050) (GCC072084) / (49050) 4 PER CLIP f1" x 1' AX7 GUTTER 4 PER CLIP —SIDEWALI. �i BOLTS 49050 t ; I SIDEWALI.. " i ( ) �I TOP INTERMEDIATE h x 1" AJOI 2 PER CLIP I BOTS (49050' GIRT R I ( ) GIRT GIRT CLIP (GC4) �i � IA INTERMEDIATE I - GAR! CLIP GC4 4 PER COLUMN I �� ,� -PRHfv�'►' GIRT 1/2 x 1 1/2 i MAY BE SHOP MAY BE SHOP �� COLUMN '1307 BOLTS i WELDED (CCA) 1 WELDED ((;Cl) (FCX (49054) i \ TYP. U.N. I I �11tL---- td I I FLANGE BRACE i FLANGE BRACE .y / �' 1 I -- "' ��/ \I;•\ �� 488))OR (FSB) OR I I\ '5k A ,1 11 CORNER � �?'0 �Q� `' BOLTS ) : \�5 GC4 CLIP (GC35) V^ 5H W L co5E CLIP N �� NF 1/2' x I" A30- V OF FRAME Vt P » x 1 A307 BOLTS BOLT (49050) I COLUMN P�� A FACADE CORNER 12•-14 x 1 Yo" WALL (49050) 4 PER CLIP TYP. U.N.---- I ANGLE (FHS2) STRUCT FSNR (56459) 1/2` x 1 1/2" A307 BOLTS 1h" x 1" A307 Vt x 1 Vi" A307 BOLTS 2 PER CONNECTION (TYP.) 1/2" x 1" A307 (49054) 2 PER CLIP BOLT (49050) (49054) 2 PER CLIP SECTION A-A BOLT (49050) BOLTS I 4 PER LAP STRUTURk- PARF, PET DETAILS _ F_S01A1 WRWET VERT. GIRT ® M -- GUTTER FS01D1 PARAPET TOP GIR1 CORNER CONN. FS05A1 PHR�PET INTER. GIRT 10P GIRT CONNECTION TO PH��PETPOST i �� 8 14" VERT. STRUCTURAL FRAMING � — � 1h" , - - - .� CORNER CONN. FS05B1 GIRT CONN. AT SIDEWALL COLUMN �VS01A3 GIRT CONN. Al SIDEWALL COLUMN 2 3 / 8 /ERT. STRUCTURAL FRAMING 3 3.9 8 Yz VERT, STRUCTURAL FRAMING G- �. �- N -- ryD1A1y1 03/23/10 _ ,� .- — 123110 ._ FSMDIO 03/23/90 ,h � ,� FSWN � � . 6 1/7 & 8 1/2 OUTSET CONTINUOUS ZEE GIRTS 5 �� 6 1/2 & 8 Y2 OUTSET PLATE GLASS HEADER / 3� -- — WSOtAJVJ R 03/04/90 — WSp1A02 R 10/31/91 1/2" x 1' A307 B01 TS ENDPOST GIRT CLIP /—FOR CLIP MARK PI'SSEE FRAME SECTION GC4' -FACADE GIRT CLIP 5 H 110 LOe15E INTERMEDIATE49050) ? PFR CUP ENDPOST CORNER POSTSEE FRAME SECTION FACADE POST C L 110 GIRT (04G-) 1/2" x 1" A30I Ith" x 1 Vt" A307 BOLTS " " Vi" x 1" A307 CORNER POST FOR CLIP MARK /'S ROITS (49050) (49054) 2 PER CLAP - Y4 x 1 1h A307 BOLTS (49050) " \� 4 PER UAP BOLTS (49054) 2 PER CLIP /'-1h x 1 A307 VV x I" A307 2 PER CLIP HOLES MAY BE Sh" x 1 W A307 / BOLTS (49050) BOLTS (49050) �\ GIRT CLIP (GC4) GIRT CLIP (GC4) CENTERED ON BOLTS (49054) 2 PER CLIP 2 PER CLIP MAY BE SHOP MAY BE SHOP COLUMN 2 PER CLIP--,,,, HOLES MAY BE WELDED (GC1) WELDED (GC1) CENTERED ON 6 V1" OR 8 16* - 6 VimOR 8 Vi ENDWALL COLUMN GIRDWALL GIRTWALL SIDEWALL INHOBS � 1 H a \\ CORNERS ® ® Q P (4p 4! CART CLIP OS' (GCC-) CORNER \ � 00 �P GIRT CLIP t BOLTS (GCC-)�� ,4 FRAMEL C V4-14 x 1 Y4" STRUCT FSNR V4-14 x 1 Y4"J x oFA �•� FRAME PRRAPET_ INTERMED. GIRT CONN. FS01B1 lot* x 1" A307 BOLTS (55307) B .STRUCT FSNR IS '/2" STRUCTURAL FRAMING 7Ty 1/2" x 1 1/2" A307 (49050) 4 PER CLIP- 2 PER ANGLE (55307) � no1Blvl osnx/+o BOLTS (49054) 1h" x 1 VI" A307 MIR ANGLE 2 PER CLIP (49054) 4 PER CIDP GIRT FILLER ANGLE (GFA-) W 1 1h" A307 GIRT NOTE: GIRT CLIPS MAY BE SHOPWELDED. (49054) 4 PER CLIP ANGLEILLER(GFA-) GIRT CONN, AT ENDWALL ENDPOST WS02B3 GIRT CONN. AT ENDWALL ENDPOST WS02B4 GIRT CONN. AT CORNER POST WS12B2 GIRT CONN. AT S _ PO,. T V4S12.B4 6 1/2" & A 1/2" OUTSFT CONTINUOUS 7FF GIRTS S 3�� 6 Y2" & 8 1/2" OUTSET PLATE GLASS HEADER �'� ANY OUTSET GIRT AT EW, ANY GIRT AT SW ANY OUTSET PGH AT EW, ANY PGH AT SW WA293w 1103/04/95 ------ W80254V3 R 01/01/95 wsT282>� R 07/10/95 /� 39 -- —. 1111512904R 07/10/95 BAR JOIST WAI, ARA,! -� rLANGE FRAC: SIl f11TUlE N' OSA AND M7 Rx? F E70XX IN LIEU OF A707 At CACH END HAUNCH ( B- OR SFB-) MA FLANGE BRACE HEN(SrB- \\ (FB-) OR (SFB-) OF FLANGE BRACY AWN ARE REOIAREO. I 7`� " \ BOLTS—_ AJ07 BOLTS SULTTYPICAL LIN H41SIOF wASH(R �\ TYPICAL U.N� FEAT WASHEP mIx UT WOAOL ABRACE--� FRAME `tel// / �O� 2• I I 0 0 L__J 0 WALL SECONDARY MEMBER / BRACE BRACE / HIl14OF WAS-FR � --�70xX LOCATION LOCATION — r'LAT WASHER • HEX NUT --� / BOLTS FRAME BOLTS NOTE FIELD CLT ROD - y' x I ''A' BOLTS HOLES IN INSET GIRTS USE. A307 (49054) : FB-S COLUMN DEPTH OR LOC CONT AT NTERFERENCE A325 (49080) : SFB'S 111TH RODS 4 i"1114 i 4-0 ROD BOR RACING AT COLUMN BASE BROW ROD BRACING 8R0281 FLANGE BRACING BR0683 WALL FLANGE BRACIN; BR07A1 .ora yUACk. AT SIDEWALL COLJMN F I_ANGE BRACE TO BAR JOIST (WELDED) �Lt♦ OUTSET SIDEWALL COL (CONTINUOUS & SIMPLE) 45-1 3V .--_. OOONYM 07/f0/N _ OROfAIy >t Of�!/p I ^EI4 ••,,r7D I,R. OB NO ` THIS CRANING, INCLUDING THE INFORMATION HEREON, ERECTION D E T A I L S REMAINS THE PROPERTY OF VP BUILDINGS. INC. 703_7Z IT IB PROVIDE: FOR :LECTIN: THE BUILDINGREV DATE ATE DESCRIBED IN Th1E APPLICABLE PURCHASE CRIDER - ANO HALL NOBE MODIFIED. REPRODUCED. PA %1 CONS7— ' CT10IV OR US:ED POR T ANY :THBR PURPOSE IMI PRIOR CUSTOMER MRITTEN APPROVAL OF YP :UILDING:. Span Construction — THE GENERAL CONTRACTOR AND/OR ERECTOR IS SC yl SOLELY RESPONSIBLE FOR ACCURATE. 0070 QUALITY, LOCATION / r� WORKMAN:HIP IN ERECTING THIS SUILOING IN TI C-,AS OR � R CONFDRMANCE WITH THI: DRAWING. DETAILS REFERENCED IN THIS ORAMING, ALL APPLICASLE PROD. NAME Vf' BUILDINGS VP ERECTION DETAILS AND ALL INDUSTRY 44135-COStCO I STANDARD: PERTAININO TO PROPER ERECTION, VARCO•—PRUDEN INCLUOiNO THC CORRECT USE OF TRMPORAV :RACING. SCALE SLOG. NAME - 20 7850 SW Dartmouth Str. 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