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1102 WETMORE AVE 2025-08-19
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1102 WETMORE AVE 2025-08-19
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Last modified
8/19/2025 3:26:17 PM
Creation date
5/30/2025 1:24:30 PM
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Street Name
WETMORE AVE
Street Number
1102
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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: 13 <br /> SHEAR WALL DESIGN <br /> NAME Vs RF= 818 LBS Vw RF= 880 LBS <br /> North 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 9.4 1 50% 409 44 440 47 44 47 <br /> 2 9.4 1 50% 409 44 440 47 44 47 <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= 18.8 100% 818 MAX= 44 47 <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 7068.8 -328 -289 <br /> 2 4295 4620 7068.8 -328 -289 <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 4.8 0.96 100% 1121 234 1650 344 243 358 <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= 4.8 100% 1121 MAX = 243 358 <br /> Use MK1 Vail Seis=260 Wind=365 <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 3398 3796 5959 <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= 3796 5959 5959 With continuous second floor beam, HD= 5959x4.8/21 = 1362 lbs <br /> USE ECCLLQ-SDS2.5 allowable= 1840 lbs ok ABU66z Allowable =2190 lbs <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 />
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