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SIZE CONNECTION AT STEEL FOR SF INTERIOR - WORST CASE <br />Details: <br />Design Wind pressure, W =5 psf 1 <br />CW5.05 <br />Attachment Spacing, s =1.50 ft <br />Design Shear Force, Vmax =37.5 lb <br />Check: 1/4"-20 Hilti DRIL-FLEX Self Drilling STRUCTURAL FASTENERS [ESR-3332] <br />Vn / Ω =526 >37.5 O.K <br />PROVIDE: <br />SIZE CONNECTION AT CONCRETE FOR SF INTERIOR - WORST CASE <br />Details: <br />Design Wind pressure, W =5 psf 3 <br />CW5.05 <br />Attachment Spacing, s =3.17 ft <br />Design Shear Force, Vmax =79 lbs <br />Design Shear Force, VU =1.6*Vmax 127 lbs <br />PROVIDE: <br />*SEE Hilti PROFIS Engineering FOR ANALYSIS <br />SIZE CONNECTION AT CONCRETE FOR SF - WORST CASE <br />Details: <br />Design Wind pressure, W =5 psf 4 5 <br />CW6.03 CW6.03 <br />Attachment Spacing, s =3.90 ft <br />Design Shear Force, Vmax =98 lbs <br />Design Shear Force, VU =1.6*Vmax 156 lbs <br />PROVIDE: <br />*SEE Hilti PROFIS Engineering FOR ANALYSIS <br />SIZE CONNECTION AT OTHER - WORST CASE <br />Details: <br />Connection is at threshold-> No calculation needed 5 <br />CW5.05 <br />(2) 1/4" HILTI KWIK HUS-EZ W/ 2-1/2" EMBED 2-3/4" MIN. FASTENER SPACING & 2" MIN EDGE <br />DISTANCE AT DOOR JAMB [ICC-ESR 3027] <br />[ESR-3332] <br />1/4" Hilti KWIK HUS-EZ w/ 2-1/2" embed & 3" FROM EA. END AND @ 18" O.C. IN BETWEEN. <br />[ESR-3027] <br />42