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Specifications (2) . - 9 - 0 e L2- • ►_-- G°2OMC Lid EMPO EIHC RINIg Z OCEMDC RI DR D PORTLAND, OP 9 7216 i _ CIVIL — STRUCTURAL ENGINEERS • Ft FAX (503) (503) 254 -676 -6202 1 LATERAL LOAD ANALYSIS STRUCTURAL CALCULATIONS Office Building • S. W. 69th Tigard, Oregon J. T, Roth 12540 S. W. 68th Ave. • Suite B . Tigard, Oregon 97223 4. - i I ' Jil.t ,. 4332 ' oRE r~ ‘,... at-V. , rif 'v�C r 24. A c.;"' e ON F. P EXCLUSION OF LIABILITIES I. DISCI AIM ER AND RI'.1.[A5E ' fit. �'.R I IF[11;BY WAIVES, RIi.L,'.SI'S AND RENOUNCES ALL WARRANTIES (EXPRESS OR IMPLIED), OBLIGATIONS, AND LIABILITIES OF ROWEL ENGINEERING & DESIGN, INC. AND AI.L OTHER RIGILTS, CLAIMS AND REMEDIES AGAINST ROVI'ELL ENGINEERING & DESIGN, INC. (EXPRESS OR IMPLIED) WITII RESPECT TO ANY NONCONFORMITY, Y, IMPROPER INS i .LLLLA•LION, WORKMANSHIP OR MATERIALS. II LNCI US QliO[ CvN. 51LIE"1t11-.ASII) OTHER DAMAGES ROWELL ENGINEERING & DESIGN, INC. SHALL HAVE NO OE:LIGA1ION OF LIABILITY, W1IETHER ARISING IN CONTRACT (Neill/LNG WARRANTY), TORT (INCLUDING ACTIVE, PASSIVI? OR IMPUTED NTGLIGENCI:) OK OTHERWISE., FOR LOSS OR. USE, REVENUE OR PROFIT. OR FOR ANY OTIIER INCIDENTAL OR CONSEQUENTIAL DAMAGES , iv1 r / lV/ VC 1 ?1 d • , 1 � - - __ — 11111111 Mk ., II 1 ■ t - 1 1 - 1-: rb' - v . \ % ' 11 ' Mil IIII i 1 I II • - ' _ _. • r - ....— .--"."'•••-•:=... 4,.._...}x'::- • — - -- - 4 r..... • •yam —•�' •+-T+— ---.T/- - - r - . - -.. I . - - 7 77=1:T1 1 -- - 1� 11 • 1 1 u=ll�':a.1.. _ -- — 1_! T (r r T L ' • .• y �.... . -- •.t, try._ _ - T rt - - _ : .. / _'l-t - 1--- ea.. 7 1N • frSl ........ � �.. ..`� 1 1. -- I L . _ i_ ..., •.• '.. . e - '_F.• +�. �. w_.1 ..... - , - - -' • C G = --- --:..* • �"'� :. v I ... �.� .. _ i .�� . .mat •w�s� • — - . 1 y.•, . _ - • .�ti :::: �� - l U Q �� F w(.*- Ni = c$ 6 4 ((0215 - I-' 5 1A.; - 1 - c- ■(t e\-- UBC PROJECTED AREA METHOD • so MPH EXPOSURE B M∎1 VIZ V = \4()\)4 - \43C, ) c 3 : \ 1 '1S a p= 62X1.3X16.4=13.2PSFTO15' p = 0.67 X 1.3 X 16.4 = 14.3 PSF TO 20' p = 0.72 X 1.3 X 16.4 = 15.4 P5F TO 25' p = 0.76 X 1.3 X 16.4 = 16.2 PSF TO 30' p = 0.84 X 1.3 X 16.4 = 18.0 PSF TO 40' • p = CI 0 . ' s . r SF TO 60' , . , . • 3i $L\ ` ca) z tt92 i a)- SZ■)■ cz \\Y/\\Y / \\Y// tt 1 . 1 1 - .. , 4' - 5. 3 a r ;. -/ t 1' - 1 ■ . . . . . . . _. ,\_/ `' 1 1 - • - • • • - , . . • iic-------- --y-� V CPI 6 ,J � • t k - —17 11 ' I= r 9 0 _ z (1i • • • t . 1 ' - -- - 4-1 -- - -- t-_--3_ - ---- — — ...---... -- - .—amomis=alww.=.--ar..=---- Art I : I ' 1 ....■■•11, ,I Igir I i ' V3 I I I ' 1 . • i , 1 1 _......1, _ 0 _ _ .. -- 111 - 11 I , _ ? r = -- - - --- - ii i1 -I: -I 1 L j . . , I, lin iii_l __,, ,, _ 1 z 1 , .. • 4 48 v•t-- ,h _ 1 ,-,.. , • L_ ---- _--- ----- ----- _._ _.,.. ' La _ . -1 V\ vi( --- 421(2+314S , 82..4 0 2., -,r iu1\ \1n(E (0 V,■■o 4 ii. —, l4.:o. 4414 47 lfr, - --e I i) .. ....,_, r A, _ .41 ... ■Aib,.; - —r- — - - - - i vi fir ' , .VAti)h, , 1, • , - 1 6- 77 -4 ,3 .-- iS \-st. . ... 1 : ,-- 1 ') ! ! ...L I 1 5'.L" '''-'' - IA - V,Aci\-.. 1 1 ,:_:_-_____ k1D1 - 1 ' 1, sit -. ID i - I f 3 c‘i It D ; TI I 1 511- x t‘, 1-- LISMPS3 / 1 4/1.-S"!‘,1■. 2 _ nespinal• ._ __ .. niiill -7- 11111111 1 1 _ I ! . I ; 1 1 Ts COLW 1 All - 1 • 1 ! .411111F/ lif■ • - 4& A> „ -0 NI/ 1 111F ■ . koA VLO* SHEARWALL SCHEDULE MARK SHEAR WALL GALV. EDGE FIELD 5/8X10 REMARKS • X PLF COVER BOX NAILS NAILS A.B. NAIL O.C. O.C. O. C. • S 260 1/2" P/W 8d 6" 12" 58" Standard Shearwall - all exterior walls unless noted otherwise. A 300 1/2" GWB 5d 4" 4" 60" Mark Al is GWB one side only - 150 plf. Both sides GWB All panel edges are blocked. 6 310 1/2" P/W 10d 6" 12" 48" C 460 1/2" P/W 10d 4" 12" 32" D 600 1/2" P/W 10d 3" 9" 24" 4X @ panel joints & staggered nailing. 3%6 1A41 E•WOK .UAL '!2" EC. OVEN GWB @ panel joints & staggered nailing. E ` j-r I 10d i' j " 16" 4X @ panel joints & staggered nailing. . 1 ,i 1. All shearwall plywood to be APA rated sheathing; all edges blocked; joints meet over common member. 2. Walls that are setback or cantilevered from walls below shall be nailed into double joist or blocking with 16d @ 6" o.c. 3. Floor & roof diaphragms to be minimum 1/2" APA rated sheathing with 8d nails @ 6" O.C. edges, 12" O.C. field. 4. Interior shearwalls extend to floor above or roof sheathing; nail to roof sheathing with 8d @ 4" o.c. 5. Fasten rim joist and blocking to all shearwalls with Simpson L50 @ 48" o.c. for types STD, A, B. Reduce spacing to 24" for types C & D; 16" for types E & F; 12" for type G. Fasten rafters to exterior shearwalls with Simpson H10. 6. Header to run full length of all exterior shearwalls over 2' and under 3' in length. See Narrow Panel Detail. 7. All wall sheathing shall extend full height, top plate to bottom plate. 8. All shearwalls and holdowns must have load path continuity to the foundation. HOLDOWN SCHEDULE MARK LOAD SIMPSON FASTENERS REMARKS X LBS MODEL # 0 No holdown is required. 1 3135 MST48 16 -16d each end HTT22 @ foundation below 2 4785 MST60 23 -16d each end HD6A @ foundation below. 3 5800 MST72 28 -16d each end HD8A @ foundation below. 4 7,600 FTA7 (6) -7/8" A307 bolts HD8A @ foundation below. • 5 2,210 HPAHD22 11 -16d 6 4050 HTT22 32 -16d Sinkers Requires SSTB20 A.B. 7 5,100 HD6A (2) -7/8" A307 bolts Requires SSTB28 A.B. 8 7,460 HD8A (3) -7/8" A307 bolts Requires SSTB28 A.B. 1. Nails are common wire nails U.N.O. Hardware is Simpson product U.N.O. 2. Holdown anchor bolts can be extended with coupler nut and A307 all- thread rod. 3. All holdowns require 4X post; one holdown is required at each end of a shearwall panel. 4. Minimum concrete strength — 2500 psi. Eight inch wide foundation wall is required at holdowns. 5. All Simpson products to be installed per manufacturer's instructions. See Simpson Catalog. 6. Holdown A.B. are in addition to the 5/8" x 10" A.B. required in the Shearwall Schedule. Revised une 30, 1996 ROWELL ENGINEERING AND DESIGN � 1 Pg. LATERAL CALCULATIONS PROJECT: c_S \-ois4 - 1 - 1(..,44-i; DATE: VA t9 '0 r , (Ak\‘ , ( UPPER FLOOR cfv; t V1= ( / ) = /.08Z iii 4 -4-- 6 9 , .5 = — 1 7 ( 3 .'t V2 = ( / ) = (0. 2 : #/ ''' e:. '''' - ' "" t" . " f ' ' r17) = 4 - c k 5 .% Si PLY: 7 Y -1 V3 = ( i ) .--- Ft 4LS #/ 4-c.L,, A: 4- ?,' -.... \ c ) ' --.. = fo 8 - PLF V4 = ( / ) = ? #, 2_/-s.5 4- ( = \, = o 8 PLF V5 = ( ) = #/ = PLF V6 = ( ) = #/ = PLF V7 = ( ) = #/ = PLF V8 = ( ) = #/ = PLF MAIN FLOOR , /' .--, .siclt, 63 l FL. (.. ( ) . - 1 . 4=t,ci #+ eb(oS Z # .‘4 # /(T?: :5) - ; ---- 4645 / PLF .\ - N42. 3 /2,01c1 )= lA 7: # #__ , \2.,,.5 = o45 A, v Z4-14,-7. , -;..'-- i-A■ m3 = 4:8 1?. ( \,1cr )= A Co #1_ '3. c fk S # . 3'Z4-I ii , \-, . = 4 1-?)4- PLF A4., , 1 ) =477 -7, m4 . , ( t 7:tcp #± -1 :29. 4- S # _2A # 2 / - ■c\ ( = 4-?) 4- ..L.L„,... PLF M5= ( M6= Ill Li. C14-As'i.' 07 M7= ( ) = #+ #= # / = PLF i‘.; U : = = ;+--' ..-- i .;:": 7; • , = . '6 '-''' ' • '-'` \ ' •-- 'c t7. M9 = ( )= 4+ # = i / = PLF M10 = ( )= ---------#-= - ----- " #I ‹. s = _PIE 2."' ` - M11= ( )= #+ # = # / PLF ‘VC7 ' 53() \2i) I 5■e■...\ . kOfi -6 M 12= ( ) = # # = # / = PLF TOTAL= \272?‘.F tOb C -- , LATERAL CALCULATIONS PG. - 1 I PROJECT: JTC Z'S . Vt-'t -- DATE: \ D N1 l v HOLDOWNS VI v= 4- ( 7, :)3 ) = 2 \z, las --0.— rA•/ \,' D.L.= 8 ( ‘2,),g‘) • . '/ i 0 = # TOTAL = 4- R R = 22k2.(v) - 6 = (c:ilbir. # LBS P 4 ITir V2 v. 4- ( 4/5 ) = y&z LBS OP i D.L.= = 5 7 # 1 = # -- TOTAL= R = R erS b (A - 17-6 \) = Ar6U- Aak 4 LBS Ivy 1 . , v= 4- (OS ) = D.L.= \ e (- 8 • 2 /3 = c tl # \ 0 J = # TOTAL = 1 R= , 4 LBS Ny 4)A 1\ V= l\ ( 4-7A ) = \ LBS , I. i 8 .7 IV\ 4 D.L.= K \D (OA /3 = * 4 1 3 No (4- )5s i b .... vl (7...j \ ;:-) -(i 1 .;.) _ o'' ;..-;: 8 . = TOTAL= 61- , 4411& i R = \ (A . 7_"6.:.) = 2 1 MS . r- --›- P • . %,;(-.. • . ______ ..., 10 ' . • . c:--1-.H.-....._ •ill - :- -- r4;-1-1-.1-- ie lf-- - --: j • II .. • _ . .....•.•. ... — • . . . . - . .. _ • • - 11-4 01 ; . _.. . . . . - • II I . • • . ..... . . . •-- I - 1 t I I \ . .. . . . . - , • . ... __ ;1 I I _ • 0 t!, teintil.. net 1 1 . . _ 1 ,I I I ,..., ...9 . :\ R I 't 1 . -.. ----- '1' : _Q 1 __I 111 _ ,I... 4 . — ...... ._ — \ _ — - 1 \ \ '0. • CY) I - . _ \ .. - 1 . . ). : 1 . _ - _ _ . . ....._. . ._ 0 -c, _..; .. _ t 4/, ! ,.y , ,--3 , fiA___ . n . - A - -I: '7) e 0 PA - \ e i; ... . e... ......C . . 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CC 5'/4 -{ 5 `( �'` 2 ' b��x�lo /2 i K U I li P 1.9 (04, gGCL 5 t t G►Z 12x12 Z. 4 - 5 /6 "?,icy A►lc40V ''2 G �ASt- ROWELL ENGINEERING & DESIGN By Date Project Sheet k of t`iY VA- 1U. 41 Tuz VI-- b L j z ", EF = 35 k< . / 1 I b l. of = t0� (- _ t40 I V c < O (ii = 1 .1 �0 WW... =4- ,t51 `j ZO COvi C = \OO (,s L 5 00 4 4-- l a ° k -- V . 3.50s ) = 5 ZS ■ Z \S t j 5 KEL.--- Il0(4- t -_ 4 4 0 -6 - - P 2565# R - - -- Y_ \IS(� 4-3e 4 1 / ' r c = 4 - 3 Y(sla= `10 = 7-3,0/(e c zzti"�UF vksz ot/ 4 . o* •o P, :. 3c(9 RAN- 4 c cA su p,“,_ pt.... 2555 x .3 = 8i A- Fs = Z o l< 1Jvo k = . $ 3 P\n = • v 28 3 (4-3i) (c: J = 337 5 kts - - - -\\ 4 ' - E__ci '11.(__i lz :.- .0s iN 4 h& - ./ m0.044- '4-- (," Pk E-V4 ROWELL ENGINEERING & DESIGN By Date Project Sheet 11 of