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tl.FltLtiHKVtK- 3 J I UK I uecemper 4, LUltf SUA JOD# IW IEi 1 <br /> Type of construction: Residential Location: 1913 HOYT AVENUE <br /> Applicable Building Codes: 2015 IBC,ASCE 7-10 EVERETT,WA 98201 <br /> r T <br /> Work performed : LATERAL ONLY <br /> WIND DESIGN: <br /> Ps=APs30Kzt <br /> Exposure: B Wind Exposure Category as set forth in Section 26.7.3 of ASCE 7-10 <br /> Wind Speed= 110 MPH Basic Wind Speed as used in Figure 28.6.1 of ASCE 7-10 <br /> Ps30= Simplified design wind pressure for Exposure B,at h=30 feet and for I=1.0,from Figure28.6.1 <br /> 1 <br /> A= 1.00 Adjustment factor for building height and exposure from Figure28.6.1 of ASCE 7-10 <br /> KZT= 1-00 Adjustment factor for increased wind speed due to a hill or escarpment <br /> Roof slope: rise run <br /> Front/Rear tan-1 ( 6 / 12 ) = 26.6 degrees Number of floors: 3 <br /> Left/Right tan-1 ( 6 / 12 ) = 26.6 degrees <br /> 30 ft Mean Elevation <br /> Average uplift(F/R)= -7.6 psf Based on wind zones'G'and'H' O <br /> Average uplift(R/L)= -7.6 psf Based on wind zones'G'and'H' 0 111 <br /> ® i <br /> End zone of wall End zone of roof librfi <br /> ll <br /> Front/Rear Left/Right Front/Rear Left/Right <br /> Ps30 : A= 23.3 psf 23.3 psf B= 7.3 psf 7.3 psfPIP- OM <br /> 0114001 <br /> Ps= 23.3 psf 23.3 psf 7.3 psf 7.3 psf „/, 4. <br /> Interior zone of wall Interior zone of roof PP- ! .1110 <br /> Front/Rear Left/Right Front/Rear Left/Right - �� <br /> Ps30 : C= 17.3 psf 17.3 psf D= 6.4 psf 6.4 psf �+► \_ `✓� <br /> Ps= 17.3 psf 17.3 psf 6.4 psf 6.4 psfO. <br /> Tcansve se <br /> WIND LOAD CALCULATIONS <br /> FRONT REAR <br /> 1'V 3RD FLOOR= <br /> WIND ZONE A B C D D D C <br /> AVE. HEIGHT 4.5 4.5 4.5 ' 14.5 1.7 21 7 <br /> AVE.WIDTH 8 5 32 5.5 10 5 5 <br /> Ps 23.32 7.31 17.34 6.44 6.44 6.44 17.34 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 839 165 2497 514 110 676 607 0 0 0 0 0 <br /> TOTAL 17,028 lbs ;Minimum net pressure controls. The calculated pressure is less than the minimum net pressure, <br /> equal to 16psf applied over the entire area. (ASCE 7-10 27.1.5) <br /> FV 2ND FLOOR= <br /> WIND ZONE A C <br /> AVE. HEIGHT 9 9 <br /> AVE.WIDTH 8 32 <br /> Ps 23.32 17.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1679 4993 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL [6,672lbs <br /> IV(1ST FLOOR)= <br /> WIND ZONE A C <br /> AVE. HEIGHT 9 9 <br /> AVE.WIDTH 8 32 - <br /> Ps 23.32 17.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1679 4993 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 16,672lbs <br />