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09-9360
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09-9360
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Last modified
1/24/2011 9:22:33 AM
Creation date
1/24/2011 9:22:26 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
09-9360
Building Department - Name
LUCKEY,SHERMAN & ALISE
Address
39119 PARK DR
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MASI ,E R RI B <br /> \1;i11i11,tf 1,„-,•,-,. Rt it(1((1 11(1:11 1ZOr)1 1',t!(11 (ch <br /> with <S5' mean roof height. 3/12 to 12/12 pitch for 120. 135. 150 mph wind speeds <br /> Bawd on ASCE 7 -98 (Compliance with F1onc!a Bkfg Gale I61)6 <br /> ASTM A-653 (:90 Bare Gal iced, A -792 AZ55 Barr Cahalunte® and 4755 Painted ( or G kval ume ®. <br /> t (1.2218 Impact Resistance (lass 4. U(. 790 Fire Resisrrnce (:1a$ A. UL 580 Uplift (lass 90 Contrauction Number 584. <br /> Dace County, FL Appnwed VOA No.: 02.0 726.06. Fkxida Building Code Approval 1FL72. <br /> Texas Department of Insurance Appnnak #116 Bare or Painted (' ®. <br /> MAXIMUM ALTERNATE FASTENING SCHEDULE ON CENTER SPACING OR FASTENER ROW IN! <br /> Type Placement Fastener Speed <br /> Fastener 120 mph 135 mph 150 mph <br /> To <br /> Size Zone 11 Zone 1 Zone Zone Zone I Zone <br /> 1 1 2&3 1 ( 2&3 1 ( 2&3 <br /> 12 Ga. to 16 Ga. #12 - 14 x 1" <br /> TCP3 36 33 36 26 36 i 21 <br /> Metal 18 Ge. to 20 Ga. <br /> #1/4-14 x A8" 32 36 25 36 21 <br /> TCP1 <br /> Screw 22 Ga. to 24 Gas *1/4 7'8 25 36 19 30 16 <br /> 26 Ga. #1/414x718" 23 12 18 i 10 15 <br /> . TCPt 8 <br /> Mt The fastener spacing in the tnm area for different zones is hate of the fastener spacing shown in tables or 24" whichever is smaller. <br /> IOM 2 , <br /> ../ti, ar <br /> a <br /> Ridge I t1 <br /> , i / am a <br /> . I . 1 \ \ \\ <br /> Gable <br /> j <br /> . <br /> ZOZone 3 <br /> Fatre <br /> Mole Dimension fag is defined as 10% of the minimum width of the building • .c. , . <br /> or 40% of the mean height of the roof, whichever is smaller, however, h) I j , <br /> cannot be Tess than either 4% of the minimum width of the building or 3 feet. • <br /> M M AIlORINILE ORIN 11111.81 <br /> 1. flee seruon properties of the panels were cakukated based on AISI 1996 <br /> 2. The allowable span rakukition is based on panel strength and fasteners capstcn in different substrates for three <br /> ice more span conditions. The different iulw-atex should he designed by others to care krad+ imposed o n the <br /> paneb and substrates. <br /> 3. The fastener pullout and pulkwer krais are hatted on using worud screws (#u9 -16) and (#10 -12); Teks (810 -16) <br /> and ( #12 -14); lapteks ( #1/4 x 14) data shuts. <br /> 4. Use on SideFaps #14 x 7/8" l:apteks 30" O.C. <br /> 5. The panel maximum spans haute horn restricted tau SO ". <br /> UNION <br /> CORRUGATING COMPANY <br /> P.O. Box 229 • Fasetteaille, NC 28302 • (910) 483-2195 • Fax: (910) 483-1091 <br /> www.unioncorrug <br /> SPENDIR S � SUPPLY ANDERSON SIDE SUPPLY 7�t�ON% ).� c OR ANGE E IT EL ROOFING POOOUC13 UAMCO METAL PRODUCTS vtQ METAL l ooUCTS t1R17'ON NEDIS NC iNU TI <br /> ERSON. sc evic t. VA a Ali FL VICKSBURG. MS <br /> PIxA. <br /> Rev. 11-04 <br />
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