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Calculation: Kicker Nail Design(10-) <br />-Choose Fasiener Size, Specify Embedment, and Connection Slyle <br />Try: (6) 12d Common Nail <br />Location of fastener: Side Grain <br />Installation: Standard <br />-Faslenei Yroperiies <br />-.ldain Member Properties <br />Nail Dia.: 0.1,18 in <br />Member Material: <br />Wood <br />Nail Length: 3.25 in <br />Wood Species: <br />Douglas -Fir Larch <br />Embed. Reduction Factor: 0.98 l msm)ssm <br />u.3) Specific Gravity, G: <br />0.5 <br />Member Thickness: <br />12 in <br />-Load Adjustment Factors <br />Cu: 1.60 f20/5 MIN Table x3.2) <br />-Side Member Properties <br />Withdrawal CAj: 1,00(2015NDs Table 1J.33) <br />Member Material: <br />Wood <br />Shear CAt : 1.00 (20/S AIDS Table 113.3) <br />Wood Species: <br />Douglas -Fir Larch <br />C, : 1.00 (2015Nos Table 11.3.4) <br />Specific Gravity, G: <br />0.5 <br />Shear Ca: 1.00 (20e5NDssea/1.3.O <br />Member Thickness: <br />1.5 in <br />Shear C,, : 1.00 (2013 AIDS.Sect 1251) <br />Shear C, : 1.00 (Iola 12.52) <br />Gap btwa Main and Side Members (if applicable) <br />Withdrawal Cea : 1.00 (2015 NDssea 12.5. 2) <br />Gap btwn Main and Side Member: <br />0 in <br />Withehawal C,,, : 1.00 poij No.S.Sen. 125.4) <br />Shear C,,, : 1.00 (20/SNDSSea 125,4) <br />Shear Caj: 1.00 (2015 ND.S'.Scn. 115.3) <br />-Lateral Capacity of Nod <br />Single Shear: <br />Double Shear: <br />Im : 454 Ib <br />Ina : 453.5 lb <br />oax 0 degrees F,,all : <br />4.64 ksi Re: 1.00 <br />Is: 468 lb <br />Is: 935.8 lb <br />0,. 0 degrees Fe,,,1 <br />4.64 ksi R,: 0.97 <br />11 : 191 lb <br />11: N/A <br />RD=Ko: 2.2 Fe,,,: <br />L64 ksi kl : 0AI <br />Illm: 166lb <br />Him: N/A <br />I,,,: 1.454 in Fell : <br />4.64 ksi k2: 1.10 <br />Ills: 170 Ib <br />Ills: 340.7 lb <br />1,: 1.5 in F,,.: <br />4.64 ksi k3 : 1.09 <br />IV : 117 lb <br />IV : 234.9 lb <br />Z': 1127 16 <br />Z': 2255 lb <br />F.b : 90 ksi Fe, : 4.64 ksi <br />-IPithdraival Capacity ofA/ail <br />W: 36.1 Ibhn (zaa NDS''S"I 11_22) <br />W': 401.416 <br />11271b 01C <br />910lb <br />AXIAL LOAD INTO KICKER <br />FROM MANSARD <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: South Point Plaza Pg. No: B - 10 <br />Address: 10121 Evergreen Wayitl Everett,WA98204 Date: 6/27/23 <br />Client: SDH Architects, LLC Job No.: 23136 <br />