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JARNOT ENGINEERING, INC. HAACK- DUPLEX 14-12-105 <br /> 25414-127th St. SE SHEET No of <br /> MONROE,WA 98272 <br /> PH. (360(863-1831 CALCU ATM BY DAM <br /> FAX(360)863-1481 CHECKED By <br /> DATE <br /> SCALE <br /> LATERAL <br /> WIND:Values for simplified method from A5CE7-1 O Figure 28.6-I <br /> Vult= 1 10 MPH EXP. B I: 1 .0 Roof pitch: G :1 2 <br /> Mean Roof height: 23.0 kms: 1.0 "Wind pressures: (ASD) <br /> Eave height: 19.0 Wall Corner: 15.0 [Zone A] <br /> Min honz plan dim: 35.5 Will mum: 10-9 [Zone C] <br /> )= 1.00 Roof Corner: 2.4 [Zone B] <br /> 2a= 7-1 Roof mam:' 2.5 [Zone D] <br /> Note:corner loads are in addition to"main"loads <br /> 1 TO RIDGE (plf) Gable Hip <br /> HwALL H Main Corner Corner 10 p5f mm (A5D) <br /> V2= 4.0 8.0 G3 1 G -- 120 <br /> V,= 9.5 103 40 -- 95 <br /> 11 TO RIDGE(plf) <br /> Gable Hip Dormer Gable hip (ASD) <br /> HWALL HizOtF HRDoF HWALL Main Corner Corner 10 psf min <br /> V2= 4.0 4.0 87 24 -- <br /> 80 <br /> V,= 9.5 103 47 — 95 <br /> Secondary roof slope: Roof pitch: 7.5 :12 <br /> Wind pressures: Wall corner: 13.5 [Zone A] Roof corner: 9.2 [Zone B] <br /> Wall main. 10.6 [Zone C] Roof main: 7.3 [Zone D7 <br /> Note:Comer loads are m addition to"main"loads <br /> 1 TO RIDGE Gable Hip <br /> HwALL HRS Main Corner Corner 10 p5€min <br /> V2= 4.0 8.0 101 2G -- 120 <br /> V,= 9.5 101 27 _ 95 <br /> WIND 1/2 4(!{J2016 <br /> [Ah W-Haack Dupk. . <br />