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LUCAS PROPERTIES November 17, 2021 SDA Job# 9411 1 <br /> Type of construction:I LOW RISE-RESIDENTIAL Location:4020 HOYf AVE <br /> Applicable Building Codes:12018 IBC,ASCE 7-16 IEVERETT,WA 98201 <br /> Work performed: LATERAL& ROOF FRAMING ONLY <br /> WIND DESIGN: Ps=,kPs30Kzt <br /> Enclosure Classification: ENCLOSED-SIMPLE DIAPHRAGM=PER ASCE 7-16,26.2 <br /> EXposure: B Wind Exposure Category as set forth in 201 a IBC,Section 1609.4 <br /> Wind Speed= 110 MPH Basic Wind Speed as used in ASCE 7-16,Figure 26.5-1(A-D) <br /> VASD= 86 MPH Allowable Stress Design Wind Speed -`� ---- ----_- <br /> = 0.86 Adjustment factor for building height and exposure from Figure28.5-1 of ASCE 7-16 <br /> KZT= 1.37 Adjustment factor for increased wind speed due to a hill or escarpment <br /> Roof slope: rise tin <br /> Front/Rear tan-1 { Flat / 12 ) = 0.0 degrees Number of floors: <br /> LeB/Right tan-1 ( 3 / 12 ) = 14.0 degrees <br /> 18 ft Mean Elevation <br /> Average uplift(F/R)= -15.4 psf Based on wind zones'G'and'H' 0 <br /> Average uplift(R/L)=L16.1 sf Based on wind zones'G'and'H' m <br /> C� <br /> End zone of wall End zone of roof <br /> FrontlRear Left/Right Front/Rear Left/Right ) <br /> PS30= A= 19.2 psf 23.6 psf B= -10.0 psf -8.2 psf <br /> PS= 22.6 psf 27.8 psf -11.8 psf -9.7 psf <br /> r <br /> e <br /> Interior zone of wall Interior zone of roof Front/Rear <br /> FrontfRear Left/Right Left/Right <br /> Ps30= C= 12.7 psf 15.7 psf D=-5.9 psf -4.7 psf \ <br /> Ps= 15.0 sf 18.5 p psf -7.0 psf -5.6 psf Transverse <br /> FRONTlREAR ZONES <br /> EV Roof= <br /> WIND ZONE B D <br /> AVE.HEIGHT 5 5 <br /> AVE_WIDTH 6.25 14 <br /> Ps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 11,620 lbs _ Minimum net pressure controls. The calculated pressure is less than the minimum net pressure,equal to <br /> 16 s# li over h en ire ar a. A E 7-1 27.1. <br /> EV 2nd Floor = <br /> WIND ZONE A B C D <br /> AVE.HEIGHT 5 3 4 <br /> AVE.WIDTH 6 6 22 <br /> Ps 22.63 0.00 14.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 679 0 1317 0 0 0 0 0 0 0 0 0 <br /> TOTAL 12 176 lbs _ Minimum net pressure controls. The calculated pressure is less than the minimum net pressure,equal to <br /> EV Grade <br /> 1 f a lied over the n ire rea. CE 7-1 7.1.5 <br /> WIND ZONE <br /> AVE.HEIGHT <br /> AVE.WIDTH <br /> Ps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL M lbs <br /> EV MVA= <br /> WIND ZONE <br /> Ps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL i 0 lbs <br />