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6313 WETMORE AVE 2025-04-18
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6313 WETMORE AVE 2025-04-18
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Last modified
4/18/2025 9:25:23 AM
Creation date
3/14/2025 2:40:40 PM
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Street Name
WETMORE AVE
Street Number
6313
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Wind Design (MWFRS- Simplified Envelope Procedure)IBC 2018 <br /> Part 2 Wind Load Method ASCE 7 28.1.1 Part 2 <br /> ASD/Basic Wind Speed 85/ 110 mph 1609.3,F 1609.3(1) <br /> Wind Exposure Category B 1609.4 <br /> Height&Exposure Adjustment 1= 1.00 ASCE 7 F 28.5-1 <br /> Topographic Factor Kzt= 1.00 ASCE 7 F 26.8-1 <br /> Wind Pressures ASCE 7 28.5.3 <br /> Ps=1 Kzt Ps30 ASCE 7 EQ 28.5-1 <br /> Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.5.4 <br /> zones A and C equal+16 psf,B&D equal+8 psf,while zones E,F,G,&H all equal zero. <br /> Roof Pitch 3 :12 or 14.036 degrees <br /> Ridge Elevation 12 ft <br /> Eave Height 7.75 ft <br /> Mean Roof Height,h 9.875 ft ASCE 7 26.2 <br /> Zone Pressures,(k)(ps3o)ASCE 7 F 28.5-1 <br /> 110 Horizontal Pressures Vertical Pressures Overhangs <br /> 0 A B C D E F G H EoH Gox <br /> 1 26.12 -7.19 17.37 -4.03 -23.10 -15.83 -16.00 -12.07 -32.30 -25.30 <br /> 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> Horizontal Zone Areas &Forces,Fx ASCE 7 F 28.5-1 <br /> End zone distance,2a,where"a"equals the smaller of 10 percent of least horizontal <br /> dimension(l.h.d.)or 0.4h,but not less than either 4 percent of lhd or 3 feet. <br /> Fx E (psx.X) <br /> x = A <br /> Diaphragm(x=1) Front to Rear Side to Side <br /> l.h.d.(ft)= 24 A B C D A B C D <br /> a(ft)= 3 Areas 62 0' 84 0 48 48 50 55 <br /> 2a(ft)= 6 Forces F.= 3079 Fxmin= 1460 FX= 1555 F,",;,t= 2010 <br /> Version 7.0 Pg 1.1 <br />
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