Specifications (33) -r -:Q.,\--A-
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PIONEER ENGINEERING LLC P.O.Box 788 Phone (541)746-5841
Pleasant Hill,OR 97455 Fax (541)393-2651
Revisions to Engineering(Added Windows,(N)Beam to Support Ceiling)
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Location: RECEIVED tti 62 ;4PC
13185 SW 115th Ave., MAY I 2017 Yfr OREGON
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BUILDING DB/1%0ft
Oregon EXPIRES: 12/31/17
DATE: 5/1/17
Design Criteria:
Sheet Index:
2014 ORSC &2014 OSSC
I Cover
Seismic Design Category D1 LI-L2 Lateral Calculations
Wind Speed= 120 mph vi Vertical Calculations
Wind Exposure B
Roof Loads: SL=25 psf. DL= 15 psf.
Ceiling Wt. = 10 psf.
Wall Loads: DL= 8 psf.
Trusses Not Reviewed By This Office
41°)/L.S. (S 1.11h) S!mss S ' t S J
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Destan of Shearwalls
SW: ED
WED: MOS. lam:
F 3059 Le Max.Adjusted Shear:155LB!FT Shoaling' 1 mr088, 4
Ht MIMI Max.Nelght:Width Ratio L7 Naingr ad 8"o.a.Edges,Unblocked 156 L8FT ...... Zi
Wall Length. Lanalh open 1n. Dead Load %Fut Haan Open Raba Co Overextend Reab9„5 COE HOMO,. A OAK
1 10.01112121111 no 50 94 LEFT TO Has a.es n.99418'FT 30,110 DEFT NOHe I NIA 1172"Xto"1440 LS J
2 11111111111111 94 LEFT POIvm, 0.00 1.00 LEFT L9'Fr sow* I WA ,J I WA
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Den.Line LANA: Iral kW Line Shear: s3 LEFT I VC0440NOR WISTO.WASHER OPACINO ..�1. � O.
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FISift LB I Max_Adjusted Shear.128 LS/FT seesaw s. Prose
Hr i FT ' Max.Helght:Wkdth Ratio 3.2 Nees Ed 8"ac.Edges,Unblocked 156 LINFT J
Wal Lengths Length Open HL Dead Load %FW Height Open Rao Co O Rea44Mp UM Haldane Anchor
I 2.5 2.5 9.a d9 214 LEFT 59 0.25 1.00 5.120 LEFT 5,200 LETT NONE l NIA 1 taxis-145e La 21
2 OeLMT WNW 0.00 1.90 LETT LBWT aro War I..WA. zi t WA
Fdn.Una Length: JFdn.this Sheer: 71 LEFT I.....1e'ANCHOR WI src.WASHER SPACING: 1.4.1 ®INCHES O.C.
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