Specifications CCUS-I
(40 LI Co
PIONEER ENGINEERING LLC P.O.Box 788 Phone (541)746-5841
Pkasant Hill,OR 97455 Fax (541)393-2651
AFGEIVED
Engineering for Addition to Residentili.1 Structure
00041144 iAN 2 3 701-(
C4N1441j ONG
lip 6 984P -
Location:
13185 SY*/ 115th Ave.
4
OREGON a
Tigard 4',444 R
Oregon
EXP : 12/31/17
DA IE: 12/28/16
Design Criteria:
Sheet Ind.x:
2014 ORSC&2014 OSSC
I Cove:
Seismic Design Category DI LI-13 Late Calculations
Wind Speed=120 mph VI Vert i al Calculations
Wind Exposure B
Roof Loads: SL=25 psf. DL=15 psf.
Wall Loads:DL=8 psf.
Trusses Not Reviewed By This Office
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Design of ShearwaiIs fS
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F M Le. I Max.Adfuated Shun 150 LEVET i01e1O00 Tela'C'");:41 ,
Ht FT Max.HeightWktth Ratio 2.6 teem- dd 6"0.c.Edges,Unblocked 158.i3WT A:!
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P Max.Adjusted Shear.'51 LIFT NW dsst'1r .-
it MIMI Max.Helght iMdth Ratio 1.7 i0402- f 84 8'"O:a.Edges..Unblocked 1624LEPFr .,:i
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1e 221.11 Max.Height:B tdth Ratio 1.0aena Ofd Pro.c.Edgas,`thbloctced 1842/Fr zi
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