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/k s7'A 6/L -GAO 2._. 11 I Hi :„ 1 „, !,-) x , . s STRUCTURAL CALCULATIONS for TABRIZIAN ADDITION 13944 SW Wilshire Drive Tigard, OR 97223 for Keith R Abel Residential Design LLC 5757 Ridgetop Court Lake Oswego, OR 97034 0.-416 tioiiim.vmriffoNs. N i .1.„67,4pE _, ,,,,,i; , ./,,,,,,/ 4::::,,i0,47.4:za., -0--• 'r_. 'ORS wit �5 " pA• AL , RE Job Number: 212040 05-30-12 Tabrizian Addition TC1 TABLE OF CONTENTS Glu-Lam Beam Check FF1 Lateral Design L1 Thru L7 File:C:\ODRAWING\2012\212040-(L)Tabri antSTRUCTURALCALCULATIONS.doc Page 2 of 2 Printed:May 30,2012 Ridge Engineering .7Z.-ice LLC Job Structural Engineering • Evaluations o Planning Client 15475 NW Pumpkin Ridge Road•North Plains •OR 97133 Job No. z12040 By e-"^68 P: 503.647.2300 C: 503.702.9169 F: 503.647.5152 Date X5//2.. Sheet No. f / 00 4 le (.J Z.SPnT `-- 4,tea< M . L+N Z.G1''+-f'i O.3)z, - 73,(en5r1` (1z.)0SAdiS) ,Lz_tioc.)t,t 5) 3idw\''s '� 37'0)riz 1-0356 1 Ar, ZtLac..*. 71 Ai /Lw vimA I * IflLLC Job. JA,3,2.E E7 4 ) e. .. Structural Engineerings Evaluations • Planning Client 15475 NW Pumpkin Ridge Road• North Plains •OR 97133 Job No. 2/Z6 413 By Kos P: 503.647.2300 C: 503.702.91.69 F: 503.647.5152 Date O5//Z Sheet No. 1-I 4 . e......-1 /, ,`� . � . ry, ) G -,� est Hc,A: . LA-L.4- 3 -- V= 72c.Li A - TA (G cps ) - ( c, c?z-) . -v - 77(,,1k ,/«' GSC -- 0-77 p = c.r 51„ f-°C.s, '-\•2' .t I I' ) , Cpi c- 1/ ..).PK ittufl:5sA G')L.i0) = I`733L-6 ,h ':.�0,Cit)Z,S4 )�K Y.Jcz :� _J�1/a 7.'i (� 733 . 1t'�ZX©•(aU} kz t = / bre X67 -z--- I� 0.740 'V- tk.ss c. '� CA x--) t Z ) A,10 1-‘tx,ma3,,-4,- i ,L_.. — ::34--TACZ__ __/°,c-1— (Z.Li 13 (iy,` 15s,) c4.77) - (o.l ) /4,/Zls1 _ V= ,J� L LJ �(F 4•zr?s }C.s'} • -V Z7z7.&1a /4,1,s' .- ).'n�, Z I t2 j� .2”'1 1 W -:r.�7 .._ r .= Lam, 0 ` . pft t/ ... . i k Achi me 61 1 1,, y ..... :c.... .,.. t._.. ` Piic. r. .. . . Job Name Tabrizian Sheet No. L2 FORCE TRANSFER SHEAR WALL ANALYSIS - SHEAR WALL - '1' Internal Diaphragm Shear Zones and Chord Forces Inflection x=2.5 0 © 0 © y= 1.333 x V= 66 plf 3.00 5.00 3.00 Vertical Chord Forces 0r r. /4 ,._. 1 2 4 5 B -25.7 -161 161.3 25.67 1.50 1 17 J 125 17 C -187 0 0 187 O ___....._..__.._ s- :� --__.___�s. D -510 322.7 -323 509.7 © _ f E -561 0 0 561 4.00 ` .. 121 �� 121 Q , � Horizontal Chord Forces 3.00 17 125 17 2 3 4 5 iA 674.7 363 51.33 0 _�„. I r .....__.._..__.. -. i B -312 0 311.7 0 D 311.7 0 -312 0 Internal 561 561 E 51.33 363 674.7 726 Net T 2 2 External Overturning Analysis Roof Dead Load= 15 psf Tributary Roof= 4.5 feet Floor Dead Load= 0 psf Tributary Floor= 0 feet Wall Dead Load= 10 psf (W)ind or(S)eismic? W Tension/Compression From Wall Above= 0 Mot= 6171 Mres= 6145 Uplift= 2 Total Uplift= 2 • i 9 - • • +v Or ` LLC Job i3)ez' ,• Structural Engineering a Evaluations m Planning Client 15475 NW Pumpkin Ridge Road i North Plains i OR 97133 Job No. 21 2 0 Le°0 By Ze•--"` 3 P: 503.647.2300 C: 501702.9169 F: 503.647.5152 Date OS /f Sheet No. -V-- L.F i� t a . ) /cA a f r �l � `1/ ,yL� "f , �f a. '! 6-1 .. r a» X,)1^1 f'" i "l•s) NA S� 7(rs ?t 'L z- t l 1T, (4,_Y E sl?,-Ec1/2,.._1714>A3 ..16.-)P4.4 07 V / fir 1,1 /6-7ht ,r/ E�+ .... 1'1llt�.� w„ (Is!) E ) i- tet- "_ 1L1!9',-/R,./,fve ° m CG�7(��l c r /l �} w ►Li Lata ,/ � w- t(��72. .�'ea• �C�Hj>trti { Sdt� ,. F: aa: M t'j = ':11-t oc L.'S),` ' ) fes Ca 7. W - �"r< 1-411; -,. . e'31 ASL--may NWT:: Ti' -EC ,-14,4ea,..3 LAT: ti . Job Name Tabrizian Sheet No. L4 . FORCE TRANSFER SHEAR WALL ANALYSIS-SHEAR WALL- '5' & '6' Internal Diaphragm Shear Zones and Chord Forces Inflection x=3.75 0 © CP 0 0 y=2.143 x v= 57 plf 3.25 7.50 3.25 Vertical Chord Forces 0 ► 1 2 4 5 B 55.43 -263 263.1 -55.4 1.50 i -37 .. I1 138 -37 C -208 0 0 207.6 'V i _ :rD -558 350.8 -351 558.4 t © .1 ,.\•\, y -- E -485 0 0 484.5 5.00 i 123 I 7>, 123 . O :' --._.--- .r . ' --------__- t Horizontal Chord Forces 1 A 2 3 4 5 2.00 . -37 138 -37 A 918.1 399 -120 4E-13 '. ...._._..__.: ...-..._.-_._..._ B -519 0 519.1 0 D 519.1 0 -519 0 Internal 485 485 A E -120 399 918.1 798 Net v -226 -226 External Overturning Analysis Roof Dead Load= 15 psf Tributary Roof= 4.5 feet Floor Dead Load= 0 psf Tributary Floor= 0 feet Wall Dead Load= 10 psf (W)ind or(S)eismic? W Tension/Compression From Wall Above= 0 Mot= 6783 Mres= 9953 Uplift= -226 Total Uplift= -226 0•t Arlik Ior . 0 , IL . 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