Laserfiche WebLink
Structural Phil Project Title: FUNKO <br /> Phil Van Heyningen Engineer: Phil Project ID: 222PV16 <br /> 7675 Nahahum Canyon Road Project Descr: TENANT IMPROVEMENT <br /> Cashmere,WA 98815 <br /> structuralphil@gmail.com <br /> (509)881-0824 <br /> IBC 20151609:6 Alternate All-Hei hts Wind ' File=C:\UserslPhitDocuME-11ENERCA-1lFUNKOVunko.ecl <br /> ENERCALC,INC.1983-2017,Build:10.17.7.24,Ver..10.17.7.2 <br /> Lic.#:KW-06009465 Licensee:STRUCTURAL PHIL <br /> Description: WIND PRESSURE ON BATMAN <br /> Analytical Values Calculations per IBC 2015 1609.6 <br /> User verified these IBC 2015 All-Heights Wind Method Limitations: Analytical Values... <br /> 1609.6.1(1): Total Height<=75 ft with(Height/Least Width)<=4 Exposure Category,ASCE 7-10 Sect 26.7.3 Exposure B <br /> -or- Fundamental frequency>. 1 hertz Mean Roof Height 32.0 ft <br /> 1609.6.1 (2): Not sensitive to dynamic effects Topographic Factor per ASCE 7-10 Sec 26.8.2 <br /> 1609.6.1 (3): Site not affected by channeling/buffeting from upwind items K1 = 0.180 K2 = 0.180 K3 = 1.0 <br /> 1609.6.1(4): Simple diaphragm building per ASCE 7-05 Sec 26.2 Force Kzt to 1.0 per ASCE 7-10 26.8.2 No <br /> 1609.6.1(5): Aware of ASCE 7 provisions for open buildings,multispan gable Topographic Factor Kzt = (1+K1*K2*K3)^2 = 1.066 <br /> roofs,stepped roofs,sawtooth roofs,domed roofs,roofs with V:Basic Wind Speed 110.0 mph <br /> slopes>45 deg,solid free standing walls&signs. per ASCE 7-10 26.5.1 <br /> 1609.6.4.1 : Aware of need to check torsion per ASCE 7 Fig.27.4-8 <br /> MWFRS per IBC 2015 Table 1609.6.2 <br /> Design Pressure P = 0.00256 VA2 K C K <br /> z net zt <br /> Description Non-Building Type Z,Ht Level,ftGrdund Relavent Ratio Kz Pnet <br /> BATMAN Round 40.00 h/D Ratio 6.0 0.76 19.67 <br />