Laserfiche WebLink
Shear Transfer Notes <br /> [1]TABLE 12N [pg109 NDS]Z=89 lbs for a 16d box nail(D=0.135)in Hem-Fir G=0.43 and multiplied by <br /> the load duration factor TABLE 11.3.1 [pg66 NDS]for wind/earthquake which is CD=1.6 found in TABLE <br /> 2.3.2[pgll NOS] <br /> [2]Value from note 1 then multiplied by the Toe-Nail Factor SECTION 11.5.4[pg88 NDS]for nominal <br /> lateral design values Ctn=0.83 <br /> [3]the A35 is used in loading condition 4 in an Fl direction of load according to Simpson designations for <br /> SPF/HF Lateral(133/160)Z=450 lbs[pg331 C-C-2017] <br /> [4] <br /> [5]for SPF/HF Lateral(133/160)Z=130 lbs[pg315 C-C-2017] <br /> [6]the H1 is used in an Fl loading according to Simpson designations for SPF/HF Lateral(133/160) <br /> Z=415 lbs[pg315 C-C-2017] <br /> [7]the DTC is used in an F2 loading according to Simpson designations for SPF/HF Lateral(133/160) <br /> Z=210 lbs[pg269 C-C-2017] <br /> [8]TABLE 12E[pg97 NDS]Z=590 lbs for a 1/2"diameter bolt in 1-1/2"side member of Hem-Fir G=0.43 <br /> and multiplied by the load duration factor TABLE 11.3.1 [pg66 NDS]for wind/earthquake which is <br /> Cb=1.6 found in TABLE 2.3.2[pgll NDS]Sill plates resisting a design load greater than 350 plf shall not <br /> be less than a 3-inch nominal member. Exception:With design load less than 600p1f the sill plate is <br /> permitted to be a 2-inch nominal member if the sill plate is anchored by two times the number of bolts <br /> required by design. <br /> [9]TABLE 12E[pg97 NDS]Z=860 lbs for a 5/8"diameter bolt in 1-1/2"side member of Hem-Fir G=0.43 <br /> and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS]for wind/earthquake which is <br /> CD=1.6 found in TABLE 2.3.2[pgll NDS]Sill plates resisting a design load greater than 350 plf shall not <br /> be less than a 3-inch nominal member. Exception:With design load less than 600p1f the sill plate is <br /> permitted to be a 2-inch nominal member if the sill plate is anchored by two times the number of bolts <br /> requiredby design. <br /> [10]TABLE 12E[pg97 NDS]Z=730 lbs for a 1/2"diameter bolt in 2-1/2"side member of Hem-Fir <br /> G=0.43 and multiplied by the load duration factor TABLE 11.3.1 [pg66 NDS]for wind/earthquake which <br /> is CD=1.6 found in TABLE 2.3.2[pgll NDS] <br /> [11]TABLE 12E[pg97 NDS]Z=1140 lbs for a 5/8"diameter bolt in 2-1/2"side member of Hem-Fir <br /> G=0.43 and multiplied by the load duration factor TABLE 11.3.1 [pg66 NDS]for wind/earthquake which <br /> is CD=1.6 found in TABLE 2.3.2[pgll NDS] <br /> 220207_SSSlateral(LOT 5)_221010_API_ ST <br />