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Home My WebLink AboutProduct approvals, engineering 0\ GuIX6a�t SUPPLY &e MANUFACTURING 5VC12U M\,/ Ll-rD ROOF PANEL OVER • • -ORIDA PRODUCT APPROVAL NO. 1116511.13 R3 TIV? Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. SV Crimp Roof Panel over 15132"Plywood Florida Product Approval #11651.13 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 %% %AXEL S� jf'�., • C E •'�' • � N �. s ti F Engineer Evaluator: :,� No, 75519 Dan Kuhn P.E. #75519 Florida Evaluation ANE ID: 10743 . 13* STATE OF • Validator: %�ss•�0R 10.P•G�a� Locke Bowden, P.E. #49704 �''�;0 'ALEN��o/off/�o� 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.13 R3•OCTOBER 5,2017 � . ® s ® s � ® GuIX6a�t SUPPLY & MANUFACTURING 5v(, 26 I ' . 5VCRI,MP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. 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 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 -Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST 5328) Report No. 117-0053T-05 & 117-0331 T-08 2. Certificate of Independence By Dan Kuhn, P.E. (FL#75519) @ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 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. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 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. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. I i FL#11651.13 R3•OCTOBER 5,2017 "DUCT ® ® REPO • t.� u Gu1fC5aKt MANUFACTURING 5VC N,� P 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD TM ENGINEER LOAD TABLE:26 Ga. 5VCrimp Roof Panel over 15/32"Plywood Buildings having a Roof Mean Height s-20'-0"; Roof Slope;'2"/12" 12"/12" Gable or Hip„Roof;Wind'Speeds,120-, .180mph, Exposure C; Risk Category ll; Enclosed-Building, based on Florida Building Code,2,017. WIIND FASTENER SUBSTRATE 120 130 140 150 160 170 180 SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE-1• 0-15x1.5 .'Plywood 16"TYRE 1 16"TYPE1` 16"TYPE 1, ; 16"TYPE 1 16"TYPE.7 16"-TYPE 1, 16"TYPE T ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 3 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 : 16"TYPE 1 16,"TYPE 1, 16"1 TYPE'2 ,.16"TYPE 2 1.)PANEL DESCRIPTION: 5V CRIMP, MIN.26 GA.,GRADE 80, 24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. 1/4" PENETRATION. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSFQ 16" O.C, FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN.1s/32"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD =0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE 2 HIP ROOF ZONE 3- a Note:Dimension(a)is defined as 10%of the minimum width of the building or o - - 40/.of the mean height of the roof,whichever is smaller,however,(a)cannot be - - - a less than either 4%of the minimum width of the building or 3 feet. RIDGE TYPE 1 FASTENER PATTERN -------- (1) #9-15 x 1-1/2 HWH w/Sealing Washer ZONE \� \�� 12" 12" <--EAVE At Panel Lapp ZONE 2 GABLE ROOF -k TYPE 2 FASTENER PATTERN RIDGE i (1) #9-15 x 1-1/2" HWH w/Sealing Washer -------------- ----------------=---- I ZONE 1 I ZONE3 VEAVE FL#11651.13 R3•OCTOBER 5,2017 Florida Building Code Online 10/20/20,8:48 PM °i KJl �hwa ^�1�44_(K°N-I BCIS Home Log In i User Registration Hot Topics I Submit Surcharge i Stats&Facts Publications I Contact Us i 'BCIS Site Map I Links Search Florida , , yn``Product Approval �. r � 1 USER:Public User REVIEWED FOR Product Approval Menu>Product or Application Search>Application List>Application III ®DE COMPLIANCE FL# FL16048-R6 ST■ LUCIE.COUNTY Application Type Revision /� Code Version 2017 BOCC Application Status Approved F A ��cFf Comments G to r (J' Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com COPY e Fil Authorized Signature David Ruiz david.ruiz@tribuiltmg.com .. Technical Representative David Ruiz Address/Phone/Email 250-Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered.Architect or a Licensed Florida Professional Engineer j I` Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen 1 9 the Evaluation Report Florida License PE-59166 I Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 06/29/2023 Validated By John W. Knezevich, PE j Validation Checklist- Hardcopy Received I Certificate of Independence FL16048 R6 COS COI Nieminen.pdf a , I f Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 http://www.floridabuilding.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3d%3d Page 1 of 2 i I EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization€f9503 ERA � ' � 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT . TRI-BUILT Materials Group,LLC Evaluation Report A42960:10.12-R6 PO Box 70 FL16048-116 Rutherford, NJ 07070 Date of Issuance: 10/25/2012 (800)516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the.Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement'to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words"Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.._ INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: :m Robert J.M:Nieminen P.E. �ryJ,i,l �,�.'`• The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or'will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i `J T INITY ERD 5.4 TRI-BUILT Roof Underlayments may be used. with any prepared roof cover where the product is specifically referenced within FBC_approval documents. If not listed, a request,may be made to the Authority Having Jurisdiction for approval based on this evaluation.combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment . Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes. . Yes Yes Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE IA:ALLOWABLE TILE ADHESIVE[UNDERLAYMENT COMBINATIONS, Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBondTM FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Tr(-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HTTU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 Primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment: 5.6.2 Bond-to-Insulation: Tri-Built Sand-R$A Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;S ECU ROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof, coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations .under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or.TAS 114,Appendix J. i Refer to Tile Manufacturer's or Manufacturer's Florida Product A royal or Overturning Moment Resistance Performance. f fPP f 9 rf Exterior Research and Design,LLC. j Evaluation Report A42960.10.12-R6 Certlflcate ofAuthorizatlon#9503 i 6 EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 i I i \-J T 1 I ER® 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or.exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively,,the maximum-.design:pressure for the selected,assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by.a qualified design professional.to resist.,the elevated pressure criteria. Commonly.,used methods are ANSI/SPRI WD1, FM. Loss Prevention Data Sheet ,1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January-2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT.S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180=days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):, When loading roof tiles'on.the underlayment indirect-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2>TILE SLIPPAGE•LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile.Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.104ile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by tiles.high 6:12 on slope,as shown below). Tri-BuiltS/A HTTU '. Underlayment Lugged p s p h Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certlflcote of Authorization#9503 641 EDITION(2017)FBC NON-HVHZ EVALUATION 'FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6