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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFINGRECEIVED OCi � 4 ala ST. Lucie county, Pe_ r_ m_ ting Force EnginefngTesting Inc. 19530 Ramewood Drive ` Humble,TX 77338 Product Evaluation Report ADVANCED ALUMINUM 26 Ga. Permatile Roof Panel over Plywood Florida Product Approval # 1763.2 R3 Florida Building Code 2017 Per Rule 61G20-3 Method: 1—D Category: Roofing COPY Subcategory: Metal Roofing FILE Compliance Method: 61G20-3.005(1)(d) CON, ARE FASTENERS OR A �CoFOTME t� HVHZ rHE 1 AR CONT�OT� OiRiPE ORD Product Manufacturer: Advanced Aluminum ST. LUCIE COUNTYBUILDING ;Rdl I ON REVIEWED FORICOMPLIANC / REVIEW,EDIiYr , DATE - 1 PLAN AND FEIRMIT MUST BE KEIPT 94 JOB SITE OR NO INSPECTIQN(S) WI LXE MADE SCANNED BY St Lucie County 2941 Parkway Street THESE PLANS AND ALL PROPOSED WORK Lakeland, Florida 33811 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Engineer Evaluator: COMPLY WITH ALL APPLICABLE CODES. Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator• Brian Jaks P.E. #70159 Contents' Evaluation Report Pages 1-4 E N C E. Z. 0�` 0 B N No. 47 A J1 Y p/w - �+' STATE OF ; Ckf Sim CUM& s: 2 ari ai. 111111110 FL# 1763.2 R3 September 5, 2017 Compliance Statement: Product Description: I rForcengineering & Testing Inc. 19530 Ramblewood Drive Hurnble,TX 77338 The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Permatile Roof Panel, 26 Ga. Steel, 28" Wide, through fastened roof panel over APA Plywood decking. Non-structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 coated with Trinar or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Yield Strength: Min. 48.2 ksi, Commercial Steel Type B Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3 Panel Dimension(s): Thickness: 0.021" min. Width: 28" maximum coverage Rib Height: 1-1/4" major rib at 7" O.C. Panel Fastener: #10-15 x 2-1/2" HILO Woodgrip with sealing washing or approved equal %" 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 8D 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 accordance w/ Florida Building Code 2017. 2) For Non-HVHZ applications, use min. 15/32" thidk, 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. %,,,,{{{{111JfJ�JI ��, Q•�1. C E NSF :'�` �v. • . �+ i • No.47 V �. • y STATE OF ; FL# 1763.2 R3 September 5, 2017 towable Design Uplift Pressures: Code Compliance: Evaluation Report Scope: Performance Standards: Force Engineering &Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Table "A" Maximum Total Uplift Design Pressure: 74.8 psf 161.0 psf Fastener Pattern: 14"-14" 7"-7"-7"-7" Fastener Spacing: 14" O.C. 14" O.C. *Design Pressure includes a Safety Factor = 2.0. The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1504.3.2, 1518.9, 1523.6.5.2.4. 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. The product described herein has demonstrated compliance with: ■ TAS 125-03 ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies UL 1897-12 - Uplift Test for Roof Covering Systems TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems TAS 110-00 - Accelerated Weathering / Salt Spray Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 343-0134T-09, Dated 06/02/2009 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T203-09, Dated 06/25/2009 3. TAS 110-00: Akzo Nobel Trinar coated metal panel testing A) ASTM G 26 / G 155, B) ASTM B 117 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ME ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. CENst`�,O��i No. 449 STATE OF :or OMM ON AL FL# 1763.2 R3 September 5, 2017 rForcegineering & Testing Inc. 19530 Rarnblewood Drive Humble,TX 77338 Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G203.005 (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 Building Code 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 manufacturer's 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 outside the 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 2017 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. ' FL# 1763.2 R3 �� E N,C E' �• :;gyp No. 4479� el YM 'n • STATE OF ; a 40 ORl September 5, 2017 26 Ga. Permatile Roof Pan('_ -,over plywood FASTENER PATTERN TYPE A. AT 14" O.C. #10-15 x 2-1/2" HILO WOODGRIP i FASTENER PATTERN TYPE B. AT 14" O.C. #10-15 x 2-1/2" HILO WOODGRIP swam c.oa. .••` tyGE E• to EN .iL. No.449 3 ,; • :F w r ON STAT F yw � " UP 19 � �� 26 Ga. Permatile Roof Panel over plywood w PERMATILE 269 METAL PANEL UNDERLAYMENT MINIMUM 30* OVER ENTIRE ROOF GABLE TRIM GABLE TRIM #10X2-1/2" WOODGRIP SCREW ATTACHED 13" O.C. (MAX) GUN.GRADE CAULK AT FASTENERS BETWEEN PANEL AND TRIM 4" WIDE SELF ADHESNE TAPE ALONG RAKE #10x1-1J2" WOODGRIP SCREW /-ATTACHED 3' TO 4` O.C. AS NEEDED PLYWOOD(TYP.) `-FACIA (TYP.) TRUSS {TYP.) �• AGE e siw w ao.m ,.� `C-•• • �:(j E. �1 •'• >* • �.. THIS PAGE CONTAINS GENERAL APPUCATION MARS - ACfU%1LINSTALCATION:MAY MQUIREAMMONALTTEMS ♦ �' BASED ON 0000 ROO7NG PRAMCM N0.4492 s7€.0 r, = PERMATILE ROOFING •• A DlvWon otAdvarxed Aluminum DESCRIPTION: STANDARD GABLE TRIM DETAIL WARA.•`� • • \ , •4 s • • • • • a •,,�S�QNA$��k %; STYLE: FOR USE ON PLYWOOD DECKING FILE: PTGABLE-01 26 Ga. Permatile-Roof Panel over plywood It 18- T1 PLYWOOD (TYP.) —% ROOFING NAIL AT 9" PERMATILE 269 METAL PANEL UNDERLAYMENT MINIMUM 30# OVER ENTIRE ROOF #10x2 e WOODGRIP SCREW �INSIDE E DWASHER AT EVERY NIGH R; EM NP DE FOAM CLOSURE 7 ADH B C N U� ESIDE A G N N GUN GRAD CAULKING * 0 ON Too AND 80 OM 0 0 MDE F or COS FACE _ L . U A I" METAL PANEL OVERHANG STANDARD 6" DRIP EDGE TRUSS (TYP.) Ilu FACIA (TYP.) ANGLE BASED ON PITQi -T THIS PAGE CONTAINS GENERAL APPLICATION DETAILS - ACTLIAL INSTALLATION PAY ItEQWFtE ADDMONAL ITEMS 2-1/2" BASED, ON GOOD ROOFING PRACTICES. 45 o' E E. PERMATILE ROOFING A Division d Advanced'Afumh= STANDARD SAVE DRIP EDGE DESCRIPTION: STANDARD DRIP EDGE DETAIL I HIGH EAVE 1/2" -w '* : -;' N0.4,4 % STYLE: FOR USE ON PLYWOOD DECI(ING E-0 * : .1 FILE: PTDRIPEDGE-01 OF V1.• c.0A s.4 0 R 10 #Wm qS% 70NALV'� 018#1 sale0o'% -SEP 5 2017 26 Ga. Permatile Roof Panel over plywood 9y�aosee��i� ,.�°�`JCE E• '♦ SWsoftea. No- 3_�" •S E e : • % _t8iiijilill its 5EP 0 5 1f"111" OPEN CELL FOAM UNIVERSAL CLOSURE WITH ADHESIVE BACIQNG ON UNDERSIDE (2) #IOX2-1/2' WOODGRIP SCREW PER LOW AT VALLEYI v, UNDERLAYMENT'MINIMUM.30# OVER ENTIRE ROOF 36° WIDE FULL SHEET POLYSTICk TU PLUS IN.VALLEY H* PLYWOOI 3/4' -NOTE: CUT PANELS TO LEAVE APPROX. 2" GAP FROM -SPLASH STOP FOR RAIN WATER TRAVEL PERMATILE 269 METAL PANEL. #ifti-1/2" WOODGRIP SCREW r (ATXACH EVERY 2' TO 3' O.C.) TO 2" VALLEY PAN *HEM & SILICONE THE ENDS OF THE VALLEY PAN *BUTYL TAPE UNDER VALLEY PAN @ ENDS (2 STRIPS X 61" LONG) THIS PAGE CONTAINS GENERAL APPLICATION DETAILS - ACTUAL INSi'ALLATION MAY REQUIRE ADDITIONAL ITEMS BASED ON GOOD ROOFING PRACTICES. 30• PERMATILE ROOFING �6.5/8" 601A Division of Advanced Aluminum 60' DESCRIPTION: W-VALLEY DETAIL STYLE: FOR USE ON PLY%&IOOD DECKING FILE: PTVALLEY-01