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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: 14 <br /> SHEAR WALL DESIGN <br /> NAME Vs RF= 818 LBS Vw RF= 880 LBS <br /> South Vs 2ND = 303 LBS Vw2ND= 770 LBS <br /> H RF= 10.5 FT ABV 2ND Lmin = 3.00 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 6.3 1 50% 409 65 440 70 65 70 <br /> 2 6.3 1 50% 409 65 440 70 65 70 <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= 12.6 100% 818 MAX= 65 70 <br /> Use MK1 Vall Seis=260 Wind=365 <br /> Overturning Analysis WDL= 160 LBS/FT <br /> OTM SEIS OTM WIND DLRM HD SEIS HD WIND <br /> PIER# (FT LBS) (FT LBS) (FT LBS) (LBS) (LBS) <br /> 1 4295 4620 3175.2 197 255 <br /> 2 4295 4620 3175.2 197 255 <br /> 3 0 0 0 NA NA <br /> 4 0 0 0 NA NA <br /> 5 0 0 0 NA NA <br /> MAX= 197 255 255 <br /> USE CS22 Tall = 845 Not needed at 6x6 posts <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 18 1.00 100% 1121 62 1650 92 62 92 <br /> 2 0 0.00 0% 0 NA 0 NA NA NA <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= 18 100% 1121 MAX= 62 92 <br /> Use MK3 Vs all = 512 Vw all = 716 <br /> Overturning Analysis WDL= 295 LBS/FT <br /> OTM SEIS OTM WIND DLRM HD SEIS HD WIND <br /> PIER# (FT LBS) (FT LBS) (FT LBS) (LBS) (LBS) <br /> 1 19799 29142 47790 -1728 -1151 <br /> 2 0 0 0 NA NA <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 <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 />