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• • <br /> JARNOT ENGINEERING, INC. JOB BURNS GARAGE 14-0G-110 <br /> 25414-127th St. SE SHEET NO. 3 OF <br /> MONROE, WA 98272 <br /> PH. (360) 863-1831 CALCULATED BY DATE <br /> FAX (360) 863-1481 CHECKED BY DATE <br /> SCALE <br /> LATERAL <br /> WIND: Values for simplified method from A5CE7-I 0 Figure 28.6-I <br /> Vult= 110 MPh EXP. 5 I: I.0 Roof pitch: 6 :12 <br /> Mean Roof height: 12 kms: I.0 Wind pressures: (ASD) <br /> Eave height: 9.0 Wall corner: 15.0 [Zone A] <br /> Min horiz plan dim: 14.0 Wall main: 10.9 [Zone C] <br /> I.00 Roof corner: 2.4 [Zone B] <br /> 2a= 6.0 Roof main: 2.5 [Zone D] <br /> Calculations are ASD Note:corner loads are in addition to"main"loads <br /> 1 TO RIDGE (plf) Gable hip <br /> hwALL hROOF Main Corner Corner I Opsf mm(ASD) <br /> VGA = 4.5 6.0 64 18 -- 105 <br /> II TO RIDGE (plf) <br /> Gable hip Dormer Gable hip <br /> I-1 WALL hROOF hROOF WALL Main Corner Corner I Opsf min(ASD) <br /> VGAR= 4.5 3.0 81 25 -- 75 <br /> 'L=leeward, W=windward <br /> Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 <br /> Line L P Mod L F' Mod L P Mod L P Mod W <br /> I 10 64 a I8 0.75 <br /> Min 1 0 105 1 .05 <br /> 2 10 64 a I8 0.75 <br /> Min 1 0 1 05 1 .05 <br /> A 13 64 a I8 0.94 <br /> Min 13 105 1 .37 <br /> 5 13 81 a 25 1 .21 <br /> Min 13 75 0.98 <br /> W 1/1 7/7/2014 <br /> htcnl-Bums Gangc <br />