Laserfiche WebLink
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 /> SHEAR WALL DESIGN SPREADSHEET PAGE: 12 <br /> AWS SDPWS 2015 EDITION <br /> TABLE 4.3A BASE DESIGN VALUES Gs OR Gac BASE ASD SHEAR WALL CAPACITY=4.3A/2*0.93 (HEM FIR) <br /> MARK SHEATHING FASTENER Vs(PLF) Vw(PLF) (K/"-OSB) K MARK Vs(PLF) Vw(PLF) <br /> MK1 15/32 8D @ 6 560 785 14 MK1 260 365 <br /> MK2 15/32 8D @ 4 860 1205 18 MK2 400 560 <br /> MK3 15/32 8DCLi@_,3 1100 1540 24 MK3 512 716 <br /> MK4 15/32 8D @ 2 1460 2045 37 MK4 679 951 <br /> MK5 15/32 EA SIDE 8D©3 2200 3080 48 46 MK5 1023 1432 <br /> MK6 15/32 EA SIDE 8D©2 2920 4090 74 39 MK6 1358 1902 <br /> HOLD DOWN CAPACITIES ANCHOR BOLT CAPACITY-PT HF SILL PLATES <br /> STRAPS FOUNDATION ANCHORS WWW.AWC.ORG/CONNECTORS <br /> CS22 845 LBS LSTHD8 2125 LBS 6"EMBED, PARALLEL TO GRAIN, LDF=1.0 <br /> CS20 1030 LBS STHD10 2940 LBS BOLT SIZE 2X SILL 3x SILL 4X SILL <br /> CS18 1370 LBS STHD14 3815 LBS 1/2" 595 732 732 <br /> CS16 1705 LBS HDU2 2215 LBS 5/8" 863 1071 1144 <br /> CS14 2490 LBS HDU4 3285 LBS 3/4" 1196 1647 1647 <br /> CMSTC16 4585 LBS HDU5 4065 LBS 1" 1800 2233 2551 <br /> CMST14 6490 LBS HDU8 DF POST 6970 LBS <br /> CMST12 9215 LBS HDU11 DF POST 9535 LBS 6" EMBED, PARALLEL TO GRAIN, LDF=1.60 <br /> MSTC48B3 3930 LBS HDU14 DF POST 14375 LBS BOLT SIZE 2X SILL 3x SILL 4X SILL <br /> MSTC66B3 4440 LBS 1/2" 952 1171 1171 <br /> 5/8" 1381 1714 1830 <br /> MK1 Vs all = 260 Vw all = 365 3/4" 1914 2635 2635 <br /> MK2 Vs all = 400 Vw all = 560 1" 2880 3573 4082 <br /> MK3 Vs all = 512 Vw all = 716 <br /> MK4 Vs all = 679 Vw all =951 <br /> MK5 Vs all = 1023 Vw all = 1432 <br /> MK6 Vs all = 1358 Vw all = 1902 <br /> Exist Vs all= 180 Vw all = 250 <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 />