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General Load Information <br /> t 0.+0 <br /> f Lengths 3"I 4• 5-1 6• 8' 10' <br /> Allowable Shear Loads — Douglas Fir--Larch and Southern Pine Lumber <br /> ,• <br /> wrsiodWe:Atier da <br /> 1.5 2 2.5 $ °::35.".:..'`:;�[;: .6: 6.: <br /> OF/SPIinlnrableS'fleai:LalslE► <br /> 0.220 x 3 SDWS22300DB 1 t!z 255 - <br /> 1k0,t� SL1Z4tDB ' 24-fi 405 405"-- 30.5_ <br /> 0.220 x 5 SDWS22500DB 2:/4 405 i 405 -360~360 325- -- <br /> ___ <br /> 405 405 1 405 405 365 i 365 1 355 — <br /> �� -y N�- <br /> 0.220 x 8 SDWS22804D6 23/4 405 405 405 4. . 395 <br /> 395 395 395 — <br /> 0 X 1 501210tD8 , 2 . j 405 405 405 405 395 395 395 395 395 <br /> _ _-- <br /> See footnotes(1 6)in adjacent table. <br /> Allowable Shear Loads — Spruce-Pine-Fir and Hem-Fir Lumber <br /> 0.2200 3 SDWS2230ODB ! 11re 190 — — — — — — — — <br /> ��,'f�f.1 �. <br /> j <br /> 0.220 x 5 SDWS225001313 23/4 405 290 290 290 195 — <br /> `,' <br /> 0.220 x 8 SDM2280ODB 23/4 405 365 365 365 310 310 280 280 �- <br /> 02tix1 28Q` <br /> 1-All applications are based on Tull penetration into the main <br /> member.Full penetration is the screw length minus the side 6"min.end distance 8"min-between fasteners <br /> member thickness. <br /> 2.Allowable loads are shown at the wood bad duration factor or trig <br /> CO=1.0.Loads may be increased for Toad duration per the min-edge <br /> budding code up to a CO=1.6.Tabulated values must be • df�rtce multiplied by all applicable adjustment factors per the NDS. r }' <br /> 3.Minimum fastener spacing rmclurmments to achieve table loads , Z 1` "min. 14 m n. <br /> 6"end distance,I'/,'edge distance,iiW between staggered ` 41", 4 befw�" <br /> staFd <br /> non <br /> rows of fasteners,a'between non-staggered rows of fasteners , erect sta99 <br /> and 8'between fasteners in a row. rows <br /> 4.For in-service moisture content greater than 19°b,use CM=0 r <br /> 5.Loads are based on installation into the side grain of the wood <br /> with the screw axis perpendicular to the face of the member. paoing Requirements <br /> t; <br /> Allowable Withdrawal Loads — Douglas Fir—Larch, <br /> Southern Pine, Spruce-Pine-Fir and Hers-Fir Lumber <br /> 0 <br /> �..f ::1 �:•.�lit 1 t:-.Y:_e ie — <br /> + ..:...... .. ...:. •':: <br /> .- <br /> U <br /> SDWS2230ODB 3 11/2 164 µ ' 151 245 225 0 <br /> # 2 179 1r 425 380 <br /> ------ __ <br /> _ <br /> SUWS22500DB 5 23/4 214 187 590 495 <br /> 214 197 590 49 <br /> SOWS2280008 8 23/4 214 187 590 495 <br /> _...214 1$7 . _ 590 d95 <br /> 1-The tabulated reference withdrawal design value.W,is in per the building code up to a Co=1.6_Tabulated values must <br /> pounds per inch of the thread penetration into the side grain of be multiplied by all applicable adjustment factors from the NOS <br /> the main member, as referenced in the IBC or IRC, <br /> 2.The tabulated reference withdrawal design value,Wm..is in 4.Embedded thread length is that portion held in the main <br /> pounds where the entire thread length is embedded in the side member including the screw point. <br /> grain of the main member. 5.Values are based on the lesser of withdrawal from the main <br /> 3-Tabulated reference withdravv'aI design values,W and Wmn,x,are member or pull-through of a 1'h•side member. <br /> shown at a CD=1.0.Loads may be increased for bad duration 6.For in-service moisture content greater than t 9%,use CM=O.T. <br /> 4 <br />