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CURB SIZE (F1)METAL DECKS (F33) CONCRETE DECKS (F4)WOOD DECKS (F2) FAN ATTACHMENT TO CURB/SIDE <br /> 19xl9 (4) #10 LAPTEK IN 22 GA (4) 1/4"xl 3/4" TAPCON SCREWS (4)#10xl 1/2" PAN HEAD WOOD SCREWS IN SYP (2)#10 TEK-3 SCREWS IN 18 GA <br /> 23x23 (6) #10 LAPTEK IN 22 GA (6) 1/4"xl 3/4" TAPCON SCREWS (6)#10xl 1/2" PAN HEAD WOOD SCREWS IN SYP (2)#10 TEK-3 SCREWS IN 18 GA <br /> 2949 (9) #10 LAPTEK IN 22 GA (9) 1/4"xl 3/4" TAPCON SCREWS (9)#10xl 1/2" PAN HEAD WOOD SCREWS IN SYP (3)#10 TEK-3 SCREWS IN 18 GA <br /> $3505 (12)#10 LAPTEK IN 22 GA (12)1/4"xl 3/4" TAPCON SCREWS (12)V10xl 1/2" PAN HEAD WOOD SCREWS IN SYP (4)#10 TEK-3 SCREWS IN 18 GA <br /> FASTENER ULT. TENSION ALLOW TENSION ULT. SHEAR ALLOW SHEAR <br /> F-1 #10 LAPTEK IN 22 GA. 311 78 589 148 <br /> F-2 #10 TEK-3 IN 18 GA 499 125 1206 302 <br /> F-3 1/4"xl 3/4" TAPCON SCREWS 2500 PSI CONCRETE N/A 350 N/A 525 <br /> F-4 #10x1-1/2" PAN HEAD WOOD SCREW IN SYP N/A 238 N/A 145 <br /> - 119xl9 CURB <br /> LARGEST SIDE FORCE=514>308 <br /> --� V=447>268 <br /> O ` H=489>293 <br /> o 0 <br /> SUP FAN 0 0 0 <br /> EXHAUST LARGEST SIDE FORCE=688>413 <br /> V=655>392 <br /> FAN H=648>388 O O <br /> J 29x29 CURB <br /> LARGEST SIDE FORCE=1053>632 18 GA. METAL CURB <br /> V=1042>625 O O <br /> H=999>599 <br /> SCREWS PER SCHEDULE <br /> 35x35 CURB <br /> LARGEST SIDE FORCE=1548>929 O O <br /> 18 GA. METAL CURB V=1518>911 <br /> H=1462>877 <br /> SCREWS PER SCHEDULE <br /> O O O O O <br /> ELEVATION LROOF DECK (METAL, CONCRETE, WOOD) ELEVATION PLAN <br /> FASTENING PLAN / SCHEDULE - EXHAUST AND/OR SUPPLY FANS <br /> FLORIDA BUILDING and MECHANICAL CODE 6th EDITION 2017 <br /> 150 MPH WIND <br /> INTERNAL PRESSURE COEFICIENT= 0.18 WILLIAM F. MILLS II - ARCHITECT <br /> OCCUPANCY CLASSIFICATION "III" <br /> EXPOSURE "D" FLORIDA AR 0006749 <br /> UPLIFT DESIGN - PRESSURE=178.2 7929-98th STREET NORTH <br /> HORIZONTAL DESIGN PRESSURE=104.5 SEMINOLE, FLORIDA 33777 <br />