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HEINTZ-YEAGER RESIDENCE I February 21, 2023 SDA Job# 9684A 1 1 <br /> Type of construction:LOW RISE-RESIDENTIAL Location: 1605 EDGEMOOR LN <br /> Applicable Building Codes:2021 IBC,ASCE 7-16 EVERETT,WA <br /> Work performed: UPPER FLOOR 6'DECK:LATERAL,GRAVITY,&FOUNDATION <br /> WIND DESIGN: <br /> Enclosure Classification: ENCLOSED-SIMPLE DIAPHRAGM IPER ASCE 7-16,26.2 <br /> Exposure: C Wind Exposure Category as set forth in 2021 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 /> A= 1.43 Adjustment factor for building height and exposure from Figure28.5-1 of ASCE 7-16 <br /> KZT= 1.12 Adjustment factor for increased wind speed due to a hill or escarpment <br /> rise run <br /> Front/Rear Slope=tan-1 ( 5 / 12 ) =22.6 degrees Number of floors: 3 <br /> Left/Right Slope=tan-1 ( 5 / 12 ) =22.6 degrees <br /> 33 ff Mean Elevation per ASCE 7-16 26.2 <br /> n <br /> rSimplified Design Wind Pressure(Ps)=APs30Kzt ASCE 7-16,28.5.3 / --' -.- <br /> Average uplift(F/R)= -16.2 psf Based on wind zones'G'and'H' vi i (0) (fl <br /> Average uplift(R/L)= -16.2 psf Based on wind zones'G'and'H' (.��)� v'., -c (j)2. <br /> �1 L)�. <br /> b I <br /> End zone of wall End zone of roof yl 1 <br /> Front/Rear Left/Right Front/Rear Left/Right <br /> Ps30= A=25.3 psf 25.3 psf B= -1.3 psf -1.3 psf . \ <br /> Ps= 40.6 psf 40.6 psf 8.0 psf 8.0 psf �� <br /> MODIFIED PER MODIFIED PER <br /> ASCE 7-16,28.5.4 ASCE 7-16,28.5.4 `1e y <br /> Interior zone of wall Interior zone of roof Front/Rear ©.G�6v 4 CO <br /> Front/Rear Left/Right Left/Right ` • <br /> PS30= C= 17.5 psf 17.5 psf D=0.2 psf 0.2 psf ��Ca): <br /> Ps= 28.2 psf 28.2 psf 8.0 psf 8.0 psf -1 -' <br /> MODIFIED PER MODIFIED PER , <br /> ASCE 7-16,28.5.4 ASCE 7-16,28.5.4 Transverse <br /> FRONT/REAR ZONES <br /> IV Roof= <br /> WIND ZONE A B C D <br /> AVE.HEIGHT 55.37 51.93 223.88 301.19 <br /> AVE.WIDTH 1 1 1 1 <br /> Ps 40.60 8.00 28.16 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 2248 415 6305 2410 0 0 0 0 0 0 0 0 <br /> TOTAL 111,3771bs <br /> IV 3rd Floor = <br /> WIND ZONE A C - <br /> AVE.HEIGHT 95.24 274.65 <br /> ,AVE.WIDTH 1 1 <br /> !Ps 40.60 28.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 3866 7734 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 111,601lbs <br /> IV 2nd Floor= <br /> WIND ZONE A C <br /> AVE.HEIGHT 75.22 215.22 <br /> AVE.WIDTH 1 1 <br /> Ps 40.60 28.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 3054 6061 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 19,1141bs <br /> IV Grade= <br /> WIND ZONE <br /> AVE.HEIGHT <br /> AVE.W IU I H <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 10 Ibs------------ <br />