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UYT r' 36{-7 RECEIVED Structural Calculations MAY Y 8 2016 CITY OF TfGARD for BUILDING DIVISION Truss Repair at 11150 SW Greenburg Rd Tigard, OR May 10, 2016 DESIGN CODE 2014 Oregon Structural Specialty Code LOADS Gravity Loads 17 psf (Roof Truss, 7 psf top chord) 10 psf (bottom chord) 25 psf (Roof, Snow) PROp c;t e619, 1 .0 N4C2 drE '� OReO0N 14 . 2Q �4r EXPIRES: 12/311201li SCOPE OF WORK The attached calculations pertain to the repair of one (I) truss on the premises. This scope of work does not include any analysis of any other portions of structure to remain. HAYDEN BY sm DATE ENGINEERS REV DATE STRUCTURAL 1 CIVIL JOB NO 16177 (503) 968-9994 p (503) 968-8444 f SHEET OF r � 1'X ! ",}+/" .... ...... -t #` " i't ' s i4 .�rf= ':.� '.t- '.�'r:�{ r t c • '' .• BY S4-11 DATE 33( ENGINEERS :" REV DDATE- .. STRUCTURAL I CIVIL -. ...._ .. ..._ _.. ...._. ... _... . ... 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Company Hayden Consulting Engineers May 10, 2016 Designer SM 2:13 PM Job Number Checked By: Member Section Forces (By Combination) (Continued) _LC. , Water Label Labi.L Sc Axialtkl , shgtatiktI. tvlornentlk-ftt , 0_ 56 .f.4_ _ r1 1 154 „ 0_ . _i __0 rT 1 ' 1 4 I. 1_154 Q_ I Q, 60 !' .. _5_ ,.._ 1.154 o 1- 11- 1 1 - M13 ! 1 I 1.7_94 _t Q0 1 Q -1.794 0 0 -4. 1 1 794 0 1 0 _ - , ;, 11 4 -,-- f 194_ , _Q _0. -1.794 , L .6_ 1__ IL ________MJ4 _ 1 – 2 .247 --I;I i o 1 Q a __. ! ,2,47____ ,..– _0_ 4 -1– .68 I II .247 '--I 0 o _ _... _n_ 1.__ M16 1 ..i._ 2.678 .,1 0 o _,I hk i _4 _1 i _M76 1 _0 i 0_ 0 -i I [75 -1--- _...1,. _5____ 1_ ..Q.. 76 76 1 Nil& _...1_. .1_ -746_ ,A59 77 _ , -,057 , I .0., i.. 79 4 -.752_ I_ -.03 .1 -.067 LOILL 5 „_t M17 1 1 rj -2,452 1._ .0_59 1- 0 1_82 , 83 it 3 I- -2.42 ; 0 . i 'IL' .-I I 1 85 I - 1 —4 , 4 I -Z46 -,03__ 1 5._ L -2431 1_i_ -.059 067 0 H RISA-2D Version 9.0.0 [Z:\...\2016 Projects116177 11150 SW Greenburg Truss repair\greenburg.R2D) Page 4 • 0,-„„4 ` A f�.1�� �.('„. 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