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PB Structures,PLLC Garage Remodel JOB NO:22095 <br /> PETER M BLAKELY SE,Member 1102 Wetmore Ave DATE:10.01.22 <br /> WA LICENSE 46754 Everett,WA 98201 <br /> PAGE: 16 <br /> SHEAR WALL DESIGN <br /> NAME Vs RF= 818 LBS Vw RF= 880 LBS <br /> East Vs 2ND= 303 LBS Vw2ND = 770 LBS <br /> H RF= 2.5 FT ABV 2ND Lmin = 0.71 FT <br /> H 2ND= 10 FT ABOVE GND Lmin = 2.86 FT <br /> % RF= 73% %RF= 53% <br /> ABOVE 2ND FLOOR <br /> Shear Analysis <br /> PIER# LENGTH(FT) 2Bs/H Vs PIER Vs LBS/FT Vw PIER Vw LBS/FT Vs/(2Bs/H) Vw/(2Bs/H) <br /> 1 8 1 50% 409 51 440 55 51 55 <br /> 2 8 1 50% 409 51 440 55 51 55 <br /> 3 0 0 0% 0 NA 0 NA NA NA <br /> 4 0 0 0% 0 NA 0 NA NA NA <br /> 5 0 0 0% 0 NA 0 NA NA NA <br /> L TOT= 16 100% 818 MAX= 51 55 <br /> Use MK1 Vall Seis=260 Wind=365 <br /> Overturning Analysis WDL= 88 LBS/FT <br /> OTM SEIS OTM WIND DLRM HD SEIS HD WIND <br /> PIER# (FT LBS) (FT LBS) (FT LBS) (LBS) (LBS) <br /> 1 1023 1100 2816 -249 -238 <br /> 2 1023 1100 2816 -249 -238 <br /> 3 0 0 0 NA NA <br /> 4 0 0 0 NA NA <br /> 5 0 0 0 NA NA <br /> MAX= NO HD REQD NO HD REQD NOHD REQD <br /> USE No HD Req'd <br /> ABOVE GROUND <br /> Shear Analysis <br /> PIER# LENGTH(FT) 2Bs/H Vs PIER Vs LBS/FT Vw PIER Vw LBS/FT Vs/(2Bs/H) Vw/(2Bs/H) <br /> 1 0 0.00 0% 0 NA 0 NA NA NA <br /> 2 9.8 1.00 100% 1121 114 1650 168 114 168 <br /> 3 0 0.00 0% 0 NA 0 NA NA NA <br /> 4 0 0.00 0% 0 NA 0 NA NA NA <br /> 5 0 0.00 0% 0 NA 0 NA NA NA <br /> L TOT= 9.8 100% 1121 MAX= 114 168 <br /> Use MK1 Vall Seis=260 Wind=365 <br /> Overturning Analysis WDL= 344 LBS/FT <br /> OTM SEIS OTM WIND DLRM HD SEIS HD WIND <br /> PIER# (FT LBS) (FT LBS) (FT LBS) (LBS) (LBS) <br /> 1 0 0 0 NA NA <br /> 2 13255 19510 16519 -370 339 <br /> 3 0 0 0 NA NA <br /> 4 0 0 0 NA NA <br /> 5 0 0 0 NA NA <br /> MAX= NO HD REQC 339 339 <br /> USE hdu2 Tall = 2215 <br /> PO BOX 354,MAPLE VALLEY,WA 98038 <br /> 22095 1102 Wetmore Ave Shear Wall Calcs 10.01.22 Pages 12- 425.691.0443/PETE.PBSTRUCTURES@GMAIL.COM <br />