The URL can be used to link to this page

Home My WebLink AboutProduct Approval Roofing UnderlaymentFlorida Building Code Online i Page 1 of 2 t, '* to.opProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Application FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code "ONCEAL�ED FASTENER'S OR ATTACHMENTS I_Ist> Application Detail A.RE THE RE:SPONSIEILIT(Yt OBF�THE FL16048 R4 CONTRACTOR OF HCon Revision 2014 Approved ` HIESE PLANS AND ALL PROPOSED WdR ' ARE SUBJECT TO AidY CORRECTIONS c� RETIRED BY FIELD INSPECTORS THAT g MAY Er NECESC BY. IN.RDEP TO ;1 Tri-Built Materials Group, LL '" PO Box 70 0-111" 11TH-L UOPLICMIENE CODES.'. Rutherford, NJ 07070 `" ` ' ' "' •. -- (800) 516-1485 david.ruiz@tribuiltmg.com►+1� St. TCgE' COU. TTA" BUILDING IDMSION David Ruiz T,•i.EVIEWLD FOR l . LIANCE david.ruiz@tribuiltmg.com REVEV'61, n— T'y v1 a DATEDavid Ruiz PT ANS AM) PEWMIT MUST BE KEPT ON JOB 250 Route 17 North East Rutherford, NJ 07073 O NO LNTSPtCTIrON WILL BE Ii/6DE, East (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/16/2018 John W. Knezevich, PE 9 Validation Checklist - Hardcopy Received FL16048 R4 COI 2016 01 COI Nieminen.odf Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 http: //www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEV XQwtDgtFPmdYiND Wr... 8/7/2017 Approved ` HIESE PLANS AND ALL PROPOSED WdR ' ARE SUBJECT TO AidY CORRECTIONS c� RETIRED BY FIELD INSPECTORS THAT g MAY Er NECESC BY. IN.RDEP TO ;1 Tri-Built Materials Group, LL '" PO Box 70 0-111" 11TH-L UOPLICMIENE CODES.'. Rutherford, NJ 07070 `" ` ' ' "' •. -- (800) 516-1485 david.ruiz@tribuiltmg.com►+1� St. TCgE' COU. TTA" BUILDING IDMSION David Ruiz T,•i.EVIEWLD FOR l . LIANCE david.ruiz@tribuiltmg.com REVEV'61, n— T'y v1 a DATEDavid Ruiz PT ANS AM) PEWMIT MUST BE KEPT ON JOB 250 Route 17 North East Rutherford, NJ 07073 O NO LNTSPtCTIrON WILL BE Ii/6DE, East (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/16/2018 John W. Knezevich, PE 9 Validation Checklist - Hardcopy Received FL16048 R4 COI 2016 01 COI Nieminen.odf Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 http: //www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEV XQwtDgtFPmdYiND Wr... 8/7/2017 Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/16/2018 John W. Knezevich, PE 9 Validation Checklist - Hardcopy Received FL16048 R4 COI 2016 01 COI Nieminen.odf Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 http: //www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEV XQwtDgtFPmdYiND Wr... 8/7/2017 http: //www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEV XQwtDgtFPmdYiND Wr... 8/7/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 10/06/2016 10/17/2016 10/19/2016 12/13/2b16 06/12/2017 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlaynients Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL36048 R4 II 2016 10 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R4.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-67.5 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop the self -adhering FL16048 R4 AE 2016 10 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R4.odf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. II you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. 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 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: f_ii5_1 ME W eCli4ct RE '• . • SeWrity..MEPRICS' http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=WGEVXQwtDgtFPmdYiND Wr... 8/7/2017 \,l TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Allied Building Products Corp. Evaluation Report A42960.10.12-R4 dba TRI-BUILT Roofing Products FL16048-R4 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville, IN 46410 .Revision 4: 10/06/2016 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 51h Edition (2014) 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 S. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by. Robert Nieminen, P.E. on 10/06/2016. This does not. serve as an electronically signed document. Signed, sealed hardcoples.have been transmitted to the, Product Approval Administrator and to the named client 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. 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 Trinity IERD 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. \JI RINIIYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT'Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance with the following sections of the 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 Property Standard Year 1507.2.4, 1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1:507.3.3 Installation Practice FRSA/TRI April2012 (04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical. Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04,14-2 04/02/,2014 ERD.(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD. (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05:14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated'Weathering SC8520.04.]5 05/27/2015 UL, LLC. (QUA9625) Quality Control Multiple=ListingR16814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017' 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 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. 4.1.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. S. 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 the HVHZ. 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. A42960.30.12-R4 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4: 20/06/2016 Page 2 of 5 C)o `J TRINITY�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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLEI: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam-On:Tile Metals i Wood Shakes & Shingles Slate Tri-Built Sand-R SA Shingle Yes No No i 1�10� Yes Yes Underlayment ZTri=Built S/A-H•T-T-U- --- -- �Underlayment"""-'�''�`" — - Ye _Y-es_----.-- -� ^�,, :: Yes Yes �^,, - 5 ee ,5:5:1 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 unless tensile adhesion / long term -aging data from an accredited testing laboratory is provided. ➢ Tri-Built S/A HT TU Underlayment with 31VI'"' 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBond"" Roof,Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: 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 recommends priming the deck if the final roof cover is not slated for installation. within 24 hours. Note: TRI-BUILT 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. 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). Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R4 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-114 Revision 4: 20/06/2016 Page of 5 \l TRINITY J ERfl 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 the 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 FBC 1609 for determination of design wind:pressures. 5.6.4.1 Maximum Design -Pressure = -45.0 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. 5.6.4.2 Maximum Design Pressure = -67.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Soprema Elastocol 600c .Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. 5.6.4.3 Maximum Design Pressure = -60.0 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 64nch o.c. in three,. equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. 5.7 Exposure Limitations: 5.7.1 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 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer -than 180-days after installation. 6. INSTALLATION: 6.1 TRI=BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 Shingle 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 Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT 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 requirements. Exterior Research and: Design, LLC. Evaluation Report A42960.10.12-R4 Certificate ofquthorhation #9503 FBC NON-HVHZ EVALUATION FL16048-114 Revision 4:10/06/2016 Page 4 of 5 TRINITY 1 ERD When installing at slopes above 8:12, TRI-BUILT 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 HT TU Underlavment 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. 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: Contact the noted CIA agency for information on product locations covered for F.A.C..Rule 9N-3 CIA requirements. 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-R4 Certificate ofAuthoB:ation #9503 FBC NON-HVHZ EVALUATION FL16048-114 Revision 4:10/06/2016 -Page 5 of 5 Florida Building Code Online V Page 1 of 4 XIle copy' - BCIS Home Lag In I User Registration I Hot Topics i Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links search Florida(va Product Approval y USER: Publk User ,P'i Htri';y{ry Y".0 Product Approval Menu > Product or Aoolication Search > Aoolication List > Application Detail �h t" FL # FL14645 R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ED Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street; Suite 200 Louisville, KY 40202 (812) 218-7342 dstermer@metalsales.us.co.m Authorized Signature David Stermer dstermer@metaIsales.us.com Technical Representative 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 R 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, Inca Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi, P.E. l Validation Checklist - Hardcopy Received Certificate of Independence FL14645 R2 COI Certificatelndependence.Ddf Referenced Standard and Year (of Standard) Standard Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL'14645 R2 Eouiv TestEauivalentC2010 UL.odf Sections from the Code http://www.floridabuilding.org/pr/Pr� app dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7e... 8/7/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/14/2015 Date Pending FBC Approval _ 04/18/2015 Date Approved 06/23/2015 Summary of Products I FL # Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No. FL14645 R2 II EvaluatiOnReportC2010 I.pdf Verified By: Bala Sockalingam PE 62240 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL14645 R2 AE Eva luationReportC2010 1,ndf Created by Independent Third Party: Yes and 86.0 psf at fastener spacing of 12" o.c. 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 FL14645 R2 II EvaluationReportC2010 2.pdf 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 R2 AE EvaluationReoortC2010 2.pdf 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" o.c. 14645.3 5V-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 R2 II EvaluationReportC2010 3.12df 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 R2 AE Eva luationReportC2010 3.pdf 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 5V-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 R2 II EvaluationRepQrtC2010 4.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/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R2 AE Eva luationReoortC2010 4.odf 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 Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 5.pdf 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 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. FL14645 R2 AE EvaluationReportC2010 5.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 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Eva luationReportC2010 6.12df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtD gsw8ZVNfe 8A7e... 8/7/2017 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.3-112 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 8554290 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: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Report No. C2010-3 Date: 3.27.15 �° 0C ar�iie°°SOKAZ i ®��P� •�'\ G E N SF• G'9� N No 62240 0 m � 5 : STATE OF :•ZU� "O• p eel �s OR 1 N `00 O AL % e �3.d1•EESno9 '5.3c , 20 k jr Manufacturer: Product Name: Panel Description: Materials: Deck Description: Deck Attachment: (Minimum) New Underlayment: FL 14645.3-R2 C2010-3 3.27.15 Page 2 of 3 Metal Sales Manufacturing Corporation 5V-Crimp 24" wide coverage with (5) 1/2" high ribs Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Min. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. in the plywood field and @ 4" o.c. at edges Minimum underlayment as per FBC 2014 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 74:8.psf @,fastener spacing, of 16 o.c. 96.75 psf @fastener spacing of 8" o.c. Fastener Pattern: Type: #9-16 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". 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 TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current FL 14645.3-R2 C2010-3 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2) Project No. T240-09, Reporting Date 9/22/09 Architectural Testing, Inc. — West Palm Beach, FL (Formerly Hurricane Test Laboratory, LLC) Project No. 0103-0712-09, Reporting Date 9/1/09 EXISTING SHINGLES SEE DETAIL 2 SEE DENEW UNDERLAYMENT (OPTIONAL) '� TAIL 1 (REQUIREDRED ONLY FOR (PANEL OVERLAP) NEW CONSTRUCTION) u II EXISTING UNDERLAYMENT (OPTIONAL) MINIMUM ATTACHMENT: 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS SPACED ® 6" 0 C IN THE NEW UNDERLAYMENT- (REQUIRED ONLY FOR NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) EXISTING ONDERLAYMENT (OPTIONAL) NEW UNDERLAYMENT- (REQUIRED ONLY FOR NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. MIN. 2X- WOOD RAFTER JOIST/ 4" O.C. FlELD & TRUSS AT MAX. 24" O.0 .C. AT PLYWOOD EDGES TYPICAL PANEL INSTALLATION X-SECTION #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. 5V-CRIMP MIN 26 GA. PLYWOOD DETAIL 1 19/32" THICK (MIN.) #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. 5V-CRIMP MIN 26 GA. PLYWOOD D ETAI L 2 19/32" THICK (MIN.) PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. 5V-CRIMP ALLOWABLE UPLIFT PRESSURE D, FASTENER SPACING PRESSURE (IN) —(PSF)— 36 41.6 1� 6 74.8° 8 196.75 N e NO s. 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. a 000 , 0 U }}+N11 Z CO 7N p Nip r� irJco M.i I j N roSao 0 Lo a In aa. " c U d a a Rom U Z U6$ n' v; , U 1 OF