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SIZE CONNECTION AT STEEL FOR SF - WORST CASE <br />Details: <br />Design Wind pressure, W =18 psf 1 1 <br />CW5.03 CW5.04 <br />Attachment Spacing, s =1.50 ft <br />Design Shear Force, Vmax =132 lbs <br />Check: 1/4"-20 HILTI DRIL-FLEX SELF DRILLING STRUCTURAL FASTENERS [ICC-ESR 3332] <br />Vn / Ω =526 >132 lbs O.K <br />PROVIDE: <br />SIZE CONNECTION AT CONCRETE FOR SF - WORST CASE <br />Details: <br />Design Wind pressure, W =18 psf 1 2 4 <br />CW6.02 CW6.02 CW6.02 <br />Attachment Spacing, s =1.50 ft <br />max =125 lbs <br />Design Shear Force, VU =1.6*Vmax 201 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 =18 psf 3 <br />CW5.01 <br />Attachment Spacing, s =3.17 ft <br />Design Shear Force, Vmax =278 lbs <br />Design Shear Force, VU =1.6*Vmax 446 lbs <br />PROVIDE: <br />*SEE Hilti PROFIS Engineering FOR ANALYSIS <br />SIZE CONNECTION AT CONCRETE FOR SF - WORST CASE - ZONE 4 <br />Design Wind pressure, W =18 psf 1 4 2 <br />Mullion Height, H =9.33 ft CW5.01 CW5.01 CW5.03 <br />Attachment Spacing, s =1.33 ft <br />max =109 lbs <br />Design Shear Force, VU =1.6*Vmax 175 lbs <br />Check:1/2" HILTI KWIK HUS-EZ ANCHOR [ICC-ESR 3056] <br />Vn / Ω =245 >175 lbs O.K <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 2 <br />CW5.02 <br />1/4"-20 HWH HILTI KWIK FLEX FASTENERS (1) 3" EA. END AND (1) 18" O.C. IN BETWEEN PER <br />[ICC-ESR 3332] <br /> 1/4"HILTI KWIK HUS-EZ W/ 2-1/2" EMBED & 2" MIN EDGE DISTANCE (1) EA. END AND (1) <br />18" O.C. IN BETWEEN PER [ICC-ESR 3027] <br />(1) 1/4" HILTI KWIK HUS-EZ W/ 2-1/2" EMBED & 2-1/2" MIN EDGE DISTANCE AT DOOR JAMB <br />[ICC-ESR 3027] <br />1/2" HILTI KWIK HUS-EZ W/ 4-1/4" EMBED & 1 3/4" MIN EDGE DISTANCE & ANCHOR <br />16