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HomeMy WebLinkAboutPRODUCT APPROVAL-t'--— 0 OP t Regulation mrim BCiS Home ! Log.In J User Registration Hot Topirs I 'Submit5urcharge " Stats.@Facts Pubiicabons FBC,Staff BCIS ,Ste.Map Llnks fMSeaich .j i, Product Approval 1 USER: NO%User r "� r pmdurt Aooroval Menu > Product or Aoollcation Search > AoolioUon LIB > Application Detain FL # FL16048-13,6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800)516-1485 david.ruiz@tribuiltmg.com 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 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John. W. Knezevich, PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16048 R6 COI '2017 01 COI Nieminen odf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04'-12) UL 1897 floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... Year 2015 2005 2011 2012 2012 1/12/2018 j i Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/1017 12/12/2017 FL At Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Approved for use. in HVHZ: No Installation Instructions FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes Impact Resistant: N/A BUILT UNDERLAYMENTS FL16048-R6.Ddf Design Pressure: +N/A/-150 Verified By: Robert N(eminen PE-59166 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on the systems overtop the self -adhering underlayment for one particular application. See ER Section FL16048 R6 AE 2017 09 FINAL ER TRI- S.6.4 for details. 2.) Refer to ER Section 5 for other Um' its of BUILT UNDERLAYMENTS FL16048-R6 pdf Created by Independent Third Party: Yes Use. Bacic Next Contact Us :; 2601 Blair Stone Road Tallahassee FL 32390 Phone: 85D-487-1824 The State of Florida Is an AAfEEO employer. Coovrioht 2007 2013 State of Florida :: Privacy Statement :: Accessibility Statement :: &fund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this. entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.139S. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses. are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ®Nix IeCfal Credit• Safe securltvllk'rm ://Www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 ERD \I.TRINIIY EVALUATION REPORT TRI-BUILT Materials Group, PO Box 70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH. & DESIGN, I.I.C. Certificate of Authorization #9503 353CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-116 FL16048-R6 Date of Issuance:10/25/2012 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-BUILTRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report invalid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to theiproduct 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 "TrinityI 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 thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. Trinity 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 Trinity I ERD 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. �t 1 RINITi I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI=BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 60 Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1,1507.2.9.2 1507.3.3 3. REFERENCES: 4. S. EntitV ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD '(TST6049) ERD (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control Standard Year FM 4474 2011 UL1897 2012 ASTM G155 2005 ASTM D1970 2015 FRSA/TRI April 2012 (04-12) 2012 Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.04.14-1 S44870.04.14-4 S43530.02.14-1-R1 S43530.05.14 S40540.10.14 SC7645.02.15 SC8520.04.15. SC14045.05.17-111 Multiple -Listing 1116814 Service Confirmation Date 02/19/2013 11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 10/31/2014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp. 07/18/2020 PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced; sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1910 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1910. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity) ERD 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. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate ofAuthorizatlan #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (400) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 \,/\TR1N1'TYjERD 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 Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Slate & Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built $/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes r_Tr7--8uilf Smd6th7H" 5/A Underlayments ;, :Yes` No NoYes3 Yes ``:.:Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / unrlarlavmant rnrnhinn+.„n, TABLE 1A:-ALLOwABLE TILE ADHESIVE / UNDERLAYMENT CONIBINATIONS1 Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset° AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond'° FL22525 Tri-BuiltS/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU 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 SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK 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. s Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Research and Design, U.C. Evaluation Report A42960.10.12-R6 to of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 TRINITY (ERo 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms'part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on -tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609for determination of design. wind pressures. #1 Maximum Design Pressure = -45 0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design. Pressure =-67 5 psf: Deck: Structural concrete to meet project requirements 'to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150 0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure =-60 0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. . Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. xterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 'ertificote of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6:09/25/2017 Page 4 of 6 TRINITY SERD 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 in direct -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. TABLE2:'TILE SLIPP,AGE.I:IMITATIONSFOR DIREGI-DECK TILE INSTALLATIONS . Underlayment Tile Profile Staging Method Maximum Slope Flat Max. lO the stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-BuiltS/A HTTU Underlayment Lugged ixterior Research and Design, U.C. Evaluation Report A42960.10.12-116 :ertificate of Authorization #9503 6T" EDITION (2017)`F13C NON-HVHZ EVALUATION F1.16048-136 TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 \,l TRINITY (ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shinele. Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10'ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll,, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials, Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HTTU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on tile applications, reference- is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC— QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT RoofUnderlayments; (800) S16-1485 Revision 6: 09/25/2017 Page 6 of 6 s Building Code Online Page 1 of 4 am .uuc�q OMWAV Professional°.® _ :. BCIS Home : Cog In ; User Registration Hot-ropirs f Submit Surcharge Sbts & Facts Publicationsi FBC Staff I BCIS'Site Map i Unks { Search i Pda roduct Approval USER:Public User Product Approval Menu > product or Application Search >. Aooliration List > Application Detail /&76 FL# FL34645-R3 ST. LUCIE COUNTY BUILDING DIVISION Application Type Revision REVIEWED FOR COMP I CE Code version 2017 REVIEWED Y Application Status Approved DATE 7 PLANS AND PE MIT ST KEPT ON JOB Comments SITE OR NO INSPECTIONS) WILL BE MADE Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@motaisales.ut.com Technical Representative FILE COPY Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer --, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc.. Quality Assurance Contract Expiration Date 12/27/2026 Validated, By Yoosef Lavi, P.E. L Validation Checklist - Hardcopy"Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14645 R3 COI Certificateindenendence.odf Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq.sw8ZVNfe8A... 1 /12/2018 METAL SALES MANUFACTURING CORPORATION 5V-Criinp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (psf) Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 _ 172.5 _ 9 120.0 15 72.0 18 - 60.0 _ 21 51.4 _ 24 45.0 27 40.0 -- 30 36.0 32.7 _ V 30.0 33 36 - Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure. 3. Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 741.06 918 492 5992 oao°�6�50CKA4 g0�so 0 4e®�` ��P�' � G �E N S ' �•' ��'s� No 62240 P m �� • ° R p STATE OF' ;�w� C� O 61 Bala Sockalingam, Ph.D., P.E. FL 62240 5V-CRIMP PANEL OVERLAP SEE DETAIL 2 / SEE DETAIL 1 #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. MINIMUM ATTACHMENT: 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD GUIDELINES & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O;C. TYPICAL PANEL INSTALLATION X-SECTION 5V-CRIMP MIN 26 GA. UNDERLAYMENT --J -- �OSB 7/16" THICK (MIN.) OR q DETAIL 1 PLYWOOD 15/32 THICK (MIN.) #9-16 OR JIO-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. 5V-CRIMP MIN 26 GA. PANEL FASTENER PER UPLIFT LOAD TABLE a 00 U N Wo ENO N�M G Ln �zg ow Ln 2 co N O o1n NJ N w 4i. a GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE IN j c a e FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA, (t = 0.019"). EFFECTIVE COVERING a B;m WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS z oP SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS N i PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS JN w ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA' ; i BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. B 6. RAFTERS/JOISTS/TRUSSES MUST BE .DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENT J \--OSB 7/16- THICK (MIN.) OR � � DETAIL 2 PLYWOOD 15/32 THICK (MIN.) of FL 1.4645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1 /2" high ribs Materials' Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. V thick wood plank (min. SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1.507.4.5.1. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: 99-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be Product Approval Method Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summa of Products FL # Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 panel over Amin. 19/32" through fastened roof thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 R3 II EvaluationReogrtC2182 1.odf Approved for use outside HVHZ: Yes Verified Created by:IBala Sockalingam entThi d Party: Yes impact Resistant: N/A Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL14645 R3 AE Evaluatl0nReportC2182 Lodf and 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.2 5V-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel flat. Limits of Use Installation Instructions Approved for use in HVHZ: No F1.14645 R3 II gvaluationRep0rtC21f32 2 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-.149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R3 AE EvaluationReportC2182 2 odf o.c., 131.3 psf at fastener spacing of 18" O.C. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12" D.C. 14645.3 SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II Eva luationReportC2182 3 Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R3 AE EvaluationReportC2182 3 Ddf o.c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes at fastener spacing of 8" o.c. 14645.4 1 SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoo[tC2182 4.1)df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other. Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaluationlleoortC2182 4 adf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions FL14645 R3 II Eva luationReportC2182 5.odf Approved for use in HVHZ: No Approved for use outside.HVHZ: Yes - Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReportC2182 S.pdf and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.6 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 15/32" thick plywood deck or 7116 thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FI 14645 R3 II EvaluatlonReportC2182 6.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-97.05 Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., FL14645 R3 AE EvaluationReportC2182 6.pdF 71.0 psf at clip spacing of 12" o.c. and 97.1 psf at clip Created by Independent Third Party: Yes spacing of 12" o.c. with sidelap adhesive. https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Building Code Online Page 3 of 4 14645.7 1 Aluminum Vertical Seam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ:, Yes Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2 psf at dip spacing of 12" o.c. and 162.0 psf at clip soacinp of 12" o.c. with support strap. 14645.8 I Classic -Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c. and 91 psf at fastener spacing of 6" o.c. 14645.9 1 Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-133.9 Other: Uplift load of. 74.8 psf at fastener spacing, of 36" o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at fastenersnacino of 18" o.c. Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Installation Instructions FL14645 R3 II EvaluatignRenortC2182 7.odf Verified By: Bala Sockalingam PE.62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvalMgLHonReAortC2182 7. df Created by Independent Third Party: Yes Min. 29 ga:, 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions FL14645 R3 IL E0luatlonReportC2182 e:pdf Verified By: Bala Sockalingam PE 6224U Created by Independent Tlilyd Party: Yes Evaluation Reports Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Installation Instructions 1`L14645 R3 II EyalUationRenortC2182 9.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third:Party:.Yes, Evaluation Reports FL14645 R3 AE EvaluationReportC2182 9.odf Created by Independent Third Party: Yes 14645.10 Classic Rib Min. 29 ga., 36" wideahrough fastened roof panel over min. 7/16" thick OSB deck Limits of Use Installation 1nstructions FL14645 R3 II EvaluatlonReportC2182 10 0df Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" o.c. Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 10.pdF and 135 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.11 I Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5 Other: Uplift load of'68.4 psf at fastener spacing of 24" o.c. and 138.5 psf at fastener spacing of 12" o.c. 14645.12 j,Image II Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener spacing of 6" o.c. with sidelap adhesive. 14645.13 1 PBR-Panel or R-Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. and 131.0 psf at fastener spacing of 6" o.c. Min. 29 ga., 36" wide through fastened roof panel over min. '15/32" thick plywood deck. Installation Instructions FL14645 R3 II EvaluationReportC2182 11.12df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports F' 14645 R3 AE EvaluationReportC2182 it odf Created by Independent Third Party: Yes Min. 26 ga.,.16" wide concealed fastened roof panel, over min. 15/32"thick plywood deck.or 7/16" thick OSB. Installation Instructions FL14545 R3 II EvaluationRgportC2182 12.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third. Party: Yes Evaluation Reports FL14645 R3 AE Eva luationRenortC2182 12.12 Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. installation Instructions FL14645 R3 II EvaluationReoortC2182 13.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 13.odf Created by Independent Third Party: Yes 14645.14 Pro -Panel II Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. https://www.flo.ridabuilding.org/pr/pr app 4tl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 14.Ddf Approved for use outside. HVHZ: Yes Verified By: Bala Sockalingarn PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" D.C. FL14645 R3 AE FvaluationReDortC2182 14.odf nnri 71 s ncf at facrpner snacina of 12" D.C. Created by Independent Third Party: Yes Back Next Contad Us :: 2601 Blair Stone Road Tallahassee FL 32399 phone: 850-487-Sa2 The State of Florida Is an AA/EEO. employer. Cor)wlght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public remrds. 1f you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall, If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under. Chapter 455, F.S. mustprovide the Department with an email address if they have one. The emails provided. may be used for official communication with the licensee. However email addresses.are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®®© H M Credit Card Safe hops://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 126 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX.: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) e%J11111EB/6,9 SOCKAL/N�rdse Load Span Table (1 Page) ���a`� E N SF•�q�oe� �o.`�P�,P;��G 0 ® No 62240 d x •����/Q ®� STATE OF Report No. C2182-4 .. � r `a.,dE`s ••:,O Date: 9.9.17 R, AL oe as FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane. Zone: Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials