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Home My WebLink AboutPRODUCT EVALUATION REPORTSCANNED BY St. Lucie County flF'orceo eetiu' g & Testing Inc. 1"30 It=bt wood D�km .. Humble=77338 Product Evaluation Report ADVANCED ALUMINUM Aluminum Permadle Roof Panel over Plywood Florida Product Approval # 1763.3 R3 Florida Building Code 2017 Per Rule 61620.3 Method: 1—D Category: Roofing Subcategory. Metal Roofing Compliance Method: 61620.3.005(1)(d) HVHZ Product Manufacturer. Advanced Aluminum 2941 Parkway Street Lakeland, Florida 331 Engineer Evaluator: Terrence E. Wolfe, P.E. #44923 Florida. Evaluation ANE ID:1920 Validator• Brian JaksP.E #70159 'Contents: Evaluation Report Pages 1-4 ,11 e':YO,�i ��. w��V10ENSFSq�: Je STATE OF acr�rta� c"k A= O 3L19 cns �i�SS•. GS,�. FL# 17633 R3 ' September 5, 2017 Force Engineering &Testing Inc 19530 Ttunble."uud Dri"c Finmblr=77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 3518.9,1523.6.5.2.4_ Product Description: Aluminum Pennatlle Roof Panel, 0.030" Aluminum, 28" Coverage, through fastened roof panel over APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: 0.030" Aluminum, ASTM B209 conforming to Florida Building Code 2017 Section 1507.4.3. Panel Coating (Optional): Fluropono Coating byValsparCorp. Yield Strength; Min. 25.0ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1S07.4.3 Panel Dimension(s): Thickness: 0.030" min. Coverage: 28' maximum coverage Rib Height: 1 %" tall major rib at 7" O.C. Panel Fastener: #9-15x2-1/2'WoodbinderHSS304SSwith sealin washin g ngorapprovedequal Ye minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2017, Section 1517.6. Substrate Description: 1) For HVHZ construction, use 19/32" or greater APA Rated plywood or wood ' plank In reroofing applications where the deck is less than 19/32" thick (min. 15/32") the attachment of the decking in no case shall be less than 80 annual ring shank nails at 6" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordancew/ Florida Building Code 2017. 2) For Non-HVHZ applications, use min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation_ Substrate must be designed in accordance w/ Florida Building Code 2017. FT.# 17613 R3 1r1 *'e "O STATE OF Fz pRI S7A %••t`�'• a C04 ,rs Gj % own ,'h�OrNALtlttt�N�`% September 5, 2017 Allowable Design Uplift Pressures: Force Engineernmng &Testing Tna 19530 Rambteww,d Drive Humble= 77338 Table -a- Maximum-Total Uplift Design PrcKsure: VX.8 psf 2535 psf Fastener Pattem: 24c14• FastenerSpadng: 12.O.G 1 'Design Pressure indudes a Safety Factor =2.0. Code Compliance: The product described herein has demonstrated compliance with The Flodda.Building Code 2017, Section 15D43.2, 1518.9,1523.65.2A. Evaluation Report Scope: The product evaluation Is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • TAS 125-03 • UL580-06- Test for Uplift Resistance ofRoof Assemblies • UL 1897-32- Uplift Test for Roof Covering Systems • TAS 500-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems TAS 110-00 - Accelerated Weathering/Salt Spray Reference Data: L TAS 125-03: UL SBO-06 / 1897-D4 Uplift Test Force Engineering & Testing, Inc (FBC Organization #TSi-5328) Report No. 343-0150T-13A-C 2. TAS 100-95 Farabaugh Engineering &Testing, Inc (FBC Organization # TST-1654) Report No. T225-13 3. TAS 110-0O:Fluropon°coating byValsparCorporation A) ASTM G 155 by PRl Asphalt Technologies B) ASTM B 117 by PRI Asphalt Technologies A Certificate of Independence By Terrence E. Wolfe, P.E. (No.44923) @ Force Engineering &Testing, Inc. (FBC Organization #ANE ID: 1920) Test Standard Equivalency: L The UL1M7-04test standard isequivalent tothe UL1897-12test standard. J, suu�rsve. ona FL# 17633 R3 5TA 5Pp•, A �7O11 September 5, 2017 Force Rjnlgineerhkg &Testing Tnc. 19330'ft=b1c, u d Rive $umbk,T%T7338 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 6113203.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida BuildingCode 2017, including Section 1515.2.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturers recommended details and RAS 133. Underlayment per Manufacturer's Installation guidelines per Florida Building Code 2017 Section 1518.2, 1518.3, 1518.4. Fire Barrier. Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire. ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outsidethe scope of this report Design procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. Support framing must be in compliance with Florida Building Code 2017 chapter 22for steel, Chapter 23 for wood and Chapter 16 for structural loading. FU 17633 R3 ,4`E3 NtC [E f iy No. 4499 a•. STATEOP sa.�rimx �i P O R i D. September 5, 2017 FASTENER PATON TYPE A. ATy2 0 C 14. 14" #9-15 x 2-1/2" WOODBINDER HSS 304 SS W/ WASHER _ FASTENER PATTERN TYPE B,&T 12' 0 C J �E r < r r afE r 'I #9-15 x 2-1/2" WOODSINDER HSS 304 SS W/ WASHER �'O.anN.ao,xto I "SEP Or 5 2017 -32" OVERALL PANEL WIDTH 7" 1�314'1 ��-Cwvt�� SMS 2811 COVERAGEWDtH 0 20M P-ermdT : Lle Profile No.44923 Alt STATE OF NOTE: ALWAYS INSTALL PANELS FROM RIGHT TO LEFT ttaoWna uo at ridge tYom save) ' Note: Above is the general saew.pattem for Permatife. For HVH2 zones or wind speed restPieted areas, please see. the Permatila Load TCabje.r plywood testing paper for proper fastehing'In your area. FASTENERS 2-1/2, #9 304 SMINLESS HEX HEAD SELF -DRILLING WITH rnnn a ........__ sbis W Prod cs 0 S�•,lm No.4 923 a� STAT OF 'd 0o -•_ ..* �e ,GPI' SEP 0 5 2097 FASTENING