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- MASTERRIB <br /> Nianti uitu,('►ti R('( ('Ifl►I►('►►(t(•(1 \Ictal RO(►tiflL; I'a (.tticic <br /> with <35' mean roof height. 3/12 to 12/12 pitch fix 120. 115, 130 mph wind speeds <br /> Based on ASCE 7-98 (Compliance with Florida Bldg Code 16061_ <br /> nn .ASTM A-653 (:90 Barr Galvanized. .-732 AZ55 Bare Cahalume® and A -735 Painted Cahaniad or Gahalume ®. <br /> • ' l 1,2218 Impact Resistance ( Hass 4, L'l. 790 Fire Resistance Claw A. L:1.5140 Uplift. (:laws 90 (' <ntsructio n Number 584. <br /> Florida Budding (xie Approval #FL2287. <br /> Texas Depwimr a of Insurance Approval #116 Bare or Painted Calvalwne ®. <br /> MAXIMUM ALTERNATE FASTENING SCHEDULE ON CENTER SPACING OR FASTENER ROW IINi <br /> Wind Speed <br /> Type Placement Fastener 120 mph 135 mph 150 mph <br /> To Size Zone ( Zone Zone Zone Zone Zone <br /> 1 1 2 &3 1 2 &3 1 2 &3 <br /> 12 Ga.. 16 Ga. 012 -14 x 1" 30 19 29 15 24 i 12 <br /> TCP3 I <br /> Metal 18 Ga. to 20 Ga. #1/4 -14 x 7/8" 30 20 30 16 25 13 <br /> TCP1 <br /> Screw #114 - 14x 7/8" 30 20 30 16 25 13 <br /> 22 Ga. to 24 Ga. TCP1 <br /> �� #1/4- 14x7/8" 23 12 18 10 15 8 <br /> - _ TCP1 <br /> NW The fastener spacing in the trim area for different zones is half of the fastener spacing shown in tables or 24" whichever is smatter. . <br /> 1 1 1 1 1 1 1 t <br /> Zone 2 <br /> a <br /> r �,+ <br /> t <br /> f, . 1' ' i i I " I <br /> Ridge <br /> s <br /> a I/ <br /> ' Zone 1) <br /> s Gable t <br /> N <br /> Zone 3 Fave <br /> I ,,,\, <br /> Note: Dimension la) is defined as 10% of the minimum width of the building <br /> or 40% of the mean height of the roof, whichever is smaller, however, W <br /> cannot be less than either 4% of the minimum width of the building or 3 feet. ' C. Spacing ;I <br /> MOM 41011111111 PM TARES <br /> 1. The section properties of the panels were calculated fused 1,n AISI 1996 <br /> 2. The allowable an cakulation is hosed on pawl strength and fasteners capacity in different substrates for three <br /> or more span conditions. The different substrates should he designed )w others to earn• brads imposed on the <br /> panels and substrates. <br /> S. The fastener pullout and pulkwer brads are based on using wsxXI screws (#9 -16) and (010-12); Teks ( 010 -16) <br /> and ( 012 -14): tapteks ( #1/4 x 14) data sheets. <br /> 4. Le on Sidelaps *14 x 7/8' tapteks 30" O.C. <br /> 5. The panel maximum spans have been restricted to 30 ". <br />