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CARLISLE PROPERTIES February 22, 2022 SDA Job# 9476 9 <br /> Type of construction: LOW RISE-RESIDENTIAL Location:4703 GREELEY ST <br /> Applicable Building Codes:12018 IBC,ASCE 7-16 !EVERETT,WA 98203 <br /> Work performed LATERAL ONLY <br /> WIND DESIGN: Ps= \Ps3oKzt <br /> Enclosure Classification: ENCLOSED-SIMPLE DIAPHRAGM PER ASCE 7-16,26 2 <br /> Exposure:1 B Wind Exposure Calecory as set(cna+in 2018 IBC,Section 1609 4 <br /> Wind Speed 110 MPH Basic Wind Speed as used in ASCE 7-16,Figure 26 5-1(A-0) <br /> VASE)= 8fi MPH Allowable Stress Design Wind Speed <br /> A= 094 Adjustment factor for building height and exposure from Figure28.5-1 of ASCE 7-16 <br /> ICZT= 1 38 1 Adjustment factor for increased wind speed due to a hill or escarpment <br /> R9pf slope: rise run <br /> Front/Rear tan-1 ( 4 12 } = 18 4 degrees Number of Floors; <br /> Left/Right tan-1 { 4 12 ) = 164degrees <br /> 24 R Mean Elevation <br /> Average uplift(FIR)= 182 psf _� Based on wind zones'G'and'H' <br /> Average uplift(R/L)= -18 2 psf Based on wind zones'G'and'H' <br /> End zone of wall End zone of roof <br /> FrontiRear Left/Right Front/Rear Left/Right <br /> Ps30= A=25 8 psf 25 8 psf B= -7 3 psf -7 3 psf Jy <br /> psf 33 5 psf <br /> p -9 5 psf -9 5 psf <br /> PS= 33.5 <br /> f _ <br /> Interior zone of wall Interior zone of roof ' + <br /> Front/Rear Left/Right Front/Rear Left/Right <br /> PS30= C= 17 2 psf 17 2 psf D=-4 1 psf -4 1 psf j <br /> PS= 22.3 psf 22 3 psf -5 3 psf -5.3 psf E �•+;i <br /> Transverse <br /> FRONT/REAR ZONES <br /> E'V Roof= <br /> WIND ZONE A f B C D I <br /> AVE.HEIGHT 3.25 f 4 3.25 10 <br /> AVE.WIDTH 8.5 5.5 47.5 27.3 <br /> Ps 33.52 0.00 22.29 0.00 0.00 0.00 0.00 0,00 0.00 1 0.00 0.00 0,00 <br /> SUBTOTAL 926 0 3441 0 0 0 0 0 0 1 0 0 0 <br /> TOTAL 17,u32 Ibs Minimum net pressure controls <br /> £V 2nd Floor = The calculated pressure is less than the minimum net pressure,equal to <br /> .........-..___.._-------------- <br /> 1 f li over the entireA 7- 7 1 <br /> ,5) J <br /> WIND ZONE A C <br /> AVE.HEIGHT 9 9 <br /> AVE.WIDTH 8.5 47.5 <br /> Ps 33.52 2-2,29 0,00 1 0.00 0,00 0.00 1 0.00 0,00 0.00 0.00 i 0.00 0.00 <br /> SUBTOTAL 2564 9529 0 0 0 i 0 10 0 0 0 0 0 <br /> TOTAL i12,093Ibs <br /> EV Grade= <br /> WIND ZONE A C { <br /> AVE.HEIGHT ( I <br /> AVE.WIDTH I <br /> Ps 33.52 1 22.29 0.00 0.00 i 0.00 0.00 0.00 no 0.00 0,00 0.00 i 0.00 <br /> SUBTOTAL 0 1 0 0 0 ? 0 0 0 0 0 0 0 1 0 <br /> TOTAL ;0lbs <br /> XV NA= <br /> WIND ZONE ! <br /> i <br /> Ps 0.00 000 0.00 0.00 0.0o 0.00 0.00 000 0.00 1 000 0.00 0.00 <br /> SUBTOTAL 4 0 0 0 0 0 1 0 0 0 i 0 0 0 <br /> TOTAL :0lbs <br />