Force Engineering & Testing Inc Ramblewood Drive. Humble,TX Product Evaluation Report

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1 r Force Engineering & Testing Inc. 953 Ramblewood Drive Humble,TX Product Evaluation Report SENTRIGARD METAL ROOFING SYSTEMS ASSOCIATION, INC., an NB HANDY COMPANY Sentrigard SL 5OH, 4 Ga. Roof Panel over Plywood Florida Product Approval # 986. R4 Florida Building Code 4 Per Rule 66-3 Method: -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 6G-3.5()(d) HVHZ Product Manufacturer: Sentrigard Metal Roofing Systems Association, Inc., an NB Handy Company 65 th Street Lynchburg, Virginia 45 Engineer Evaluator: Terrence E. Wolfe, P.E. # 4493 Florida Evaluation ANE ID: 9 Validator: Locke Bowden, P.E., FL # Alysbury Place Montgomery, AL 367 Contents: Evaluation Report Pages -4» r. 9% -A f / No S ' STATE OF..ar, st ORI v A :L+* St- c,flmlds ::4.: I..6«COA 6778 "./ b.'i /6. FL# 986. R4 September, 5

2 r Force Engineering & Testing Inc. 953 Ramblewood Drive Humble,TX Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 4, Sections 54.3., 58.9, Product Description: Sentrigard SL 5OH, -/" Snap Lock Standing Seam Roof Panel, 4 Ga. Steel, 6" Wide, Roof Panel restrained with steel slider clips into APA Plywood decking. Non-structural Application. Panel Material/Standards: Material: 4 Ga. Steel, ASTM A79 unpainted or painted with Valspar Fluropon or ASTM A653 G9 conforming to Florida Building Code 4 Section Yield Strength: Min. 5. ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 4, Section Panel Dimension(s): Roof Panel Clips: Roof Clip Fastener: Thickness:.4" Width: 6" max coverage Rib Height: -/" Panel Seam: Snap Lock Product Name: 5SNS Type: Fixed, 8 Ga., 3 %" long Corrosion Resistance: Per Florida Building Code 4 Section 56.7 () #- Pancake Type A %" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 4, Section 56.6, 57.6 Substrate Description: ) For HVHZ construction, use 9/3" or greater APA Rated plywood or wood plank. In reroofing applications where the deck is less than 9/3" thick (min. 5/3") 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 4. ) For Non-HVHZ applications, use min. 5/3" thick, APA Rated plywood over supports at maximum 4" 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 4.» r. 9%, S4: STATE of 3. St- offlmlds COA ar, 4,. /'; b'aili- E+85> FL# 986. R4 September, 5

3 r Force Engineering & Testing Inc. 953 Ramblewood Drive Humble,TX Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure: 86. psf 8.5 psf 6. psf Clip Spacing: 4" O.C. " O.C. 6" O.C. # Fasteners per Clip: *Design Pressure includes a Safety Factor =.. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 4, Section 54.3., 58.9, Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 4, as relates to Rule 6G-3. Performance Standards: The product described herein has demonstrated compliance with: TAS 5-3 UL Test for Uplift Resistance of Roof Assemblies UL Uplift Test for Roof Covering Systems TAS Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems TAS - - Accel. Weathering ASTM G 55 / Salt Spray ASTM B 7 Reference Data:. TAS 5-3: UL / Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-538) Report No. 7-8T-7*, Dated 3/8/7. TAS -95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-654) Report No. T7-7*, Dated /5/7 3. TAS -: Valspar Fluropon coated metal panel testing A) ASTM G 55 by PRI Asphalt Technologies dated /3/ B) ASTM B 7 by PRI Asphalt Technologies dated /3/ 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 9) Test Standard Equivalency:. The UL test standard is equivalent to the UL 58-6 test standard.. The UL test standard is equivalent to the UL test standard.» r. 9%, S4: STATE of..ar, st ORI v A :L+* St- c,flmlds COA ::4.: I #i KN ke. % b FL# 986. R4 September, 5

4 r Force Engineering & Testing Inc. 953 Ramblewood Drive Humble,TX Quality Assurance Entity: The Report Holder has demonstrated compliance with Florida Building Code and Rule 6G-3.5 (3) for manufacturing locations audited by an approved quality assurance entity (Keystone Certifications, Inc - FBC OrgID QUA 84). A listing of manufacturers authorized by the Report Holderto employthe Florida Product Approvals qualified by this report can be found at or by scanning the following QR Code: Minimum Slope Range: :. Minimum Slope shall comply with Florida Building Code 4, including Sections 55.. and in accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details and RAS 33. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 4 Section 58., 58.3, 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: Design Procedure: Shear diaphragm values are outside the scope of this report. Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 6 of the Florida Building Code 4 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 4 Chapter for steel, Chapter 3 for wood and Chapter 6 for structural loading. *The Test Reports are owned by Metalforming, Inc. Metalforming, Inc. gives the above manufacturer permission to use these test reports.»mt:.it - A. NO. 449 S 4% STATE OF..Q:, %99.LORIOPt - s,-/.8. 6«; b;;i I -* COA 6778 FL# 986. R4 September, 5

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7 /. - FIEID NOTCH PANEL ILEGS AND BEND PANI TO FORN OPEN HOA J SNAP LKKPANEL VALLEY TRIM OFFSET CLEAT PANEL CUP - x PANCAKEHEAD TYPE A ['-' O.C. - x PANCAKE HEAD YPE A [ PER CUP] TRI -BEAD TAPE SEALER Fill END OF RIB WITH URETHANE SEALANT (TYP.) FULL SHEEI OF ICE & WATER SHIELD AT VALLEY ONLY JO LBS FELT OVER REMAINDER OF ROOF - x PANCAKE HEAD TYPE A [6 OC.] MIN. 5/3' PLYWOOD./gAGE E, /A:,4 ', EN " 3 67.' 'v e..f\: A : No.4493 E FLOATING VALLEY.Vlr, -- State o#florld C.OA # kCS O R \9.Tj9... 8/ONALey "lilli",i'% FEB 6 5 sentrigard metal rooft.,9 4.ysle.Tis SENTRIGARD SL 5

8 I"xi"xl" Z C[_OSURE RAKE TRIM --*, r-clip r - x ' PANCAKE HEAD TYPE A,- SNAP LOCK PANEL " O.C. \Ju x / HWH - W/WASHER " O.C. 5/3" PLYWOOD 8" WIDE ICE & WATER SHIELD AT EAVE & RAKE ONLY 3# FELT OVER REMAINDER OF ROOF - x " PANCAKE HEAD TYPE A () PER CLIP 3/3"x " CONT. TAPE SEALER / *SCE E ;>4 *Ne-:,c E N I <43+ M : No % ) 77/S /, Ap,rr? -*STATE OF /» Of Z \Jof, t :4. V.,, h. 4,.: 8*li of Flof C,O.A. 4#75, 'Ss/6kjAC.6*/- 9 serntrigard metal rooling systems FIXED RAKE SENTRIGARD SL 5OH FEB 6 5

9 TUBE SEALANT IN SEAM -- I x PANCAKE 5".C..5" SNAP LOCK 4 GA PANEL - --DRI-BEAD TAPE SEALER 5/3" PLYWOOD [MIN.] #9-5 x -/ (4 PER PANEL) HIGH EAVE TRIM 8" WIDE ICE & WATER SHIELD AT EAVE & RAKE 3# FELT OVER ENTIRE ROOF,%%%: " ',";44 4%<:C...'/" : <34 i No,4,93,., ;g/: 6 /. lf-6-..#+»6'*ideof 6 : GS 3: 5..,< S./.</ Stato of Florida C.O,A # 6778 HIGH EAVE DETAIL '4. S/ONALE FEB 6 5 sentrigard metal roolina systorns SENTRIGARD SL 5OH

1.5 Snap Lock 24 Ga. Roof Panel over Plywood. Florida Product Approval # R3 Florida Building Code 2014 Per Rule 61G20-3 Method: 1 D

Product Evaluation Report UNION CORRUGATING 1.5 Snap Lock 24 Ga. Roof Panel over Plywood Florida Product Approval # 9443.1 R3 Florida Building Code 2014 Per Rule 61G20-3 Method: 1 D Category: Roofing Subcategory: