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Plans 4,6 .■atio,2 Or0 - are 8' ode EDWARD SILVER & ASSOCIATES INC structural engineers STRUCTURAL CALCULATIONS AND DETAIL SKETCHES FOR MERVYN'S M -058 WASHINGTON SQUARE 9400 SW Washington Street Portland, OR 97223 • • PARTITION BRACE WALLS ESA JOB NO. 00208.00 p R �� p � 4c p �1GINF d >p r ,, 0 EQ4 A. S \N May 4, 2000 • 7543 WOODLEY AVE SUITE 201 VAN NUYS CALIFORNIA 91406 CALCSHT.DOC 818/376 -0155 FAX 818/376 -0149 _ r w Edward Silver & Associates, Inc. JOB 00 20x. PO structural engineers SHEET NO. - 1 OF 2 (818) 376 -0155 FAX (818) 376 -0149 CALCULATED BY V L DATE D 4 h Project: H ‘/Y kl 10-/Ok CHECKED BY DATE Pt) ` 0 1 C12- SCALE 14 ,T- 5 . ' MACK 1NG- (TYP) IG E-&. 0444 TOP TRACK 4 QarF °� 1 2 -6 ��) W�' ,. �39�� i ' � 3 11 C R CM) CO LUM1s) ' - SP T P�N S(TYP) f!o ' o.c.'ro 4 AT ((i' `� C>:1 GYP�4a•RD 37 e1(o'ot. ,� Snip wAt.l. C TRACK • /.-rfP,cH pt.Y1JCU D To �j�, l✓'r '. I� ..,"P� P , . sn,ns,..7..„,s; 7 r, �, GoN-r. _ �' / 2� 1'' FLAT 1-10.t0 1 1� � 5= - 11, I TO COL. i1 S`n2. I .., ScR6Ws ivr4''o.c A.Ywocp _, , .. ) . 4 . x Aa ; p, BLOC a -- �� . tt µ 1 I . / ' . . ks A CES. �. See (/ . r 1 ' ' ) - bizActt ''''' r . , P .,' _ e, \ I, 1 .64.11/2." LEE. IP '11. . / \ A9 4. 411, i ------111F �� I * • ! ./ � ,s 4 � � '". -q PkNIG*' 1 E3 C. ii • ''fi e A l (a) - ro? o A CC SPI✓Ic'E. E \� I r\ / , ' 'TE ; 41 '0 sc?E. Ws AT c o-c . . acN 510E-Or .! N� to M I4JiL \ M I 3 k 20 & . PART T101.1 1.41. ` SOc ue£ To • 0 - C E) w rrL o ITI 0 k 5 1.4 GRID B siM. (FITTINIG 1 Srp . 911`41 la) 1 BIZACE 4 _ *8 512-E - -- — - 7OP 'TYUCK 0 7-1I, LEGS I I \ L \ 34' METPL- OF $2s'CE ' s�11.O5 - ..F .-- . --- Edward Silver & Associates, Inc. JOB 00 ZOO ' CO . structural engineers SHEET NO. OF Z (818) 376-0155 FAX (818) 376-0149 .--- DATE 5/04-ioo CALCULATED BY Project: ME-1V{R1 W SG) . CHECKED BY DATE FO TL 0 , OR. SCALE . , , , , . , . . ., ..... , 1 1 , • • l e . a 1% - Esidt A 1 • S = 0, 22 i • c It4T. t-o•-0 - Lleo TPcenz Ic.e. 41 'S t-o-v, sre4,1 1-4 :7 (..0 1-- = r 2rPS r X 12% x L: A 2_ = c:;■ , 3 t 2 5 L. CL i; woes") t4 --- F •A 5 4 011a5s,L, 33,0a, x 0 , Co x 0 424- .1. = 11 = 4 t 1 -11 " - • .. TOP 1 1 L fIR-/•C-E:S RS6X)11 (US 1 AP-E- i3'.4P/kIZT frdP • f.-ITAI . LOA-49 TO _L 1,-1.1,i.-5 riz3,4 • (e)s?Lic L4 - ‘( - 5 PS Fx Id AcP-£1 KHO Wkl ) 5PACN6 r'- 30 ri..f )( 13 310 F ---). art-•1 ..-.•-• aer? * I I , eA rr 4601'41* • • • 1 a P5F 111.3 = 21a7 • frkS-CtimE - ,4,4 E. • - - .. (lf r 32 0 2- . SO pc..F) / . . . u-S5), 41-, 54P • ,o. TO otser 6 ' 'a .C. • To (E) . -- R-Ests-t --1 .4.• -S » 3o ri-F j eLie ; ovEzrup-h-'6 ,so pNis it (G.) • R 1 1 . , s L...,Afs TPA%C te- r3p-,6..cE • FLA-T.1 . • H.,.‘x • LIN BP-CED LEN 611 ; le L-ir Z.- 00 • l' 1 L , I 4 .4. . 1 LEG '11 ry = 0 463 . • . ct/.60 - P111111111011 rnNe -- Th . If i 1, e. 45 4 V GS 2.- ••• I-L ! tA4 , 1 • LE6- 17 13.9-"C P5 1 • s.,..,.. • .• . : . - . • - . '