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Home My WebLink AboutProduct approvals, metal and underlaymentsOF Professilg Regulation SCIS Home Lag In . User Registration I Hot Topics j submit Surcharge Stats & Facts i Publications Contact Us I SCIS Site Map Links Search fQp�u� look d10 I r (0 Product Approval r USER: Public User Product Approval Menu > Product or Application Search a Apprieation List a Application Detail FL A FL16648-R5 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@tribu-iltmg.com Authorized Signature David Ruiz david.ruiz@tri bui Itmg.com Technical Representative David Ruiz Address/Phone/Emaii 25C Route 17 North East Rutherford, NJ 07673 {201) 842-2449 david.ruin@tribuiltmate:riaisgroup.com Quality Assurance Representative Address/Phone/Emait Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Flrida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Dame who developed the Robert Nieminen Evaluation Report Florida License PE -59155 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Bate 07/18/2020 Validated By John W. Kriezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) Validation Checklist - Hardcopy Received FL,16048 U COT 2017 01 COI Nieminen.pdf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (0412) UL 1897 Year 2015 2665 2611 2012 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 15048.1 TRI -BUILT Roof Underlayments Self -adhering, modifier) bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No B-16046 R6 II 2017 09 FINAL ER TRI- 1 Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL1§048-R6,pdf Impact Resistant: N/A Verified By: Robert Nieminen PE -59165 Design Pressure: +N/A/ -150 Created by Independent Third Party: Yes Other: 1.] The design pressure noted herein pertains to use of Evaluation Reports foam -on the systems overtop the self -adhering underlayment FL16048 Rb AE 2017 02 FINAL ER TRI - for one particular application. See ER Section 5.5.4 for details. BUILT L)NQERLAYMENTS,FL16 4 -R .lam 2.) Refer to £R Section 5 for other Limits of Use. 1 Created by Independent Third Party: Yes Contact las :: 2601 Blair 512ne Road, Talfaho$,5ee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. !22pyTight�a013 State of Florida. ;: p. nvacv Statement :: AccessilaiiltyStatement :: Refund Sta�raent Under Florida law, email addresses are pubilr records. if 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 650.487.1395, *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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.5., please Blick here . Product Approval Accepts: '`C. Credit Card Safe, TFUNITYERD EVALUATION REPORT TRI -BUILT Materials Group, LLC PO Box Iii Rutherford, NJ 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 252-9245 Evaluation Report A42960.10.12 -R6 FL16048-R6 Date of Issuance: 10/25/2012 Revision 6: 09125/2017 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 a 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 "Trinitv4ERD 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: Robert J. M. Nieminen, P.E. Florida Registration No. 59166, Florida OCR ANF1983 The fammiie seal appearing oval authorized by Robert Nieminen, P.E- on 09/25/2017. This does not serve as an eleckroriitally 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 awned, operated or controlled by any company manufacturing or distributing products it evafuates. 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 Nierninen, 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 Trinityl 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. k ' TRINITY IRD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underiayment Compliance Statement. TRI -BUILT Roof Underlayrnents, as produced by TRI -BUILT Materials Group, LLC, have demonstrated compliance with the fallowing sections of the a 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: Entity 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) 4- PRODUCT DESCRIPTION: Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physicaf Properties Physical Properties Physical Properties Physical Properties Physical Properties. Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control quality Control Standard FM 4474 UL 1897 ASTM G155 ASTM D1970 FRSA/TRI Aprif 2012 (04-12) Reference S40S40.02.13-1 544540.11.13 540540.03.14 S44870.04.14-2 544870.04.14-3 544870.04.14-1 544870.04.14.4 S43530.02.14 -1-R1 S43530.05.14 S40540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-R1 Multiple -Listing 816814 Service Confirmation Year 2011 2012 2005 2415 2012 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 4.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underiayment, 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 underiayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri -Built Smooth HT SIA Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM 131970. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinityl 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 A42964.10.12 -R6 Certificate of Authorization #9503 6' EDITION (2017) FBC NON- HVHZ EVALUATION FL16049_R6 TRI -BUILT hoof Underiayments; (800) 516-1485 Revision 6. 09/25/2017 Page 2 of 6 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 fisted, 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 Al€owabte Roof Covers: 1: ROOF COVER OPTIONS iTABLE Underlayment Asphalt Nail -On Tile Foam -on Tile Metalwood Shakes Slate Shingles -- — - - & Shingles Tri -Built Sand -R SA Shingle Underlayment yes No No No Yes Yes Tri -Built S/A HT TU Yes 1 Underlayment yes Yes See 5.5.1 Yes Yes Yes Tri -Built Smooth HT S/A i Yes i Underlayment No Na Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / under€ayment combinat€ons. TABLE 1A- ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS, Adhesive Florida Product Approval Underlayments 1CP Adhesives Poiyset® AH -160 FL6332 Tri -Built S/A HT TU Underlayment Dow Tile6ond" FL22525 Tri -Built S/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 1x41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Fine; ASTM D41 pruned 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. Nate: 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 -11 SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: )O� 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. I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Rpproval far Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R5 Certff ette of Authorization 119503 6°" EDMON (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (8170) 516.1485 Revision 6.,09/Z5/7017 Rage 3 of 6 TRINITY ERD 5.6.3 Bond to Mechanically Attached Base Layer: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built 5/A HT TU Underlayment or Fri-Built Smooth HT 5/A Underlayment applied to: ➢ ASTM 0226, Type I or it 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). 5.5.4 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 the 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 1509 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 sf: 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 Elastocol600c Underlayment: Trl-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150.0 psi: 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 sf: 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. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-Rfi certificate of Authodzation X19503 6' EDITION (2017) FBC NON4 4VHZ EVAWATION F116048-RFa TRI -BUILT Roof underlayments, (NO) 515-1485 Revision 6,09125/2017 Page 4 of 6 INI 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 ([14-12)): When loading roof tiles on the underlayment in direct-deck the 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. 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 -Built 5/A HT TU Underlayment Lugged Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate vfAuthorizatron #9503 &'" EDITION (2017) FBG NON•HVH2 EVALUATION F1.16048-116 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 l •-,_f 1 TRINITY; ERa 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 S 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 Shin le Underla men# Tri -Built 5 A HT TU Underla meat or Tri -Built Smooth HTS 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. Rolf 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 roil, 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 5 - 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 HT TU Underla mens 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 the 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 the 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. S. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA962S; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate ofAuihorizotion #9503 6' EDITION (2017) FRC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; t8GO) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 t E Olt ProfessionalRegulationg BCIs Home I Lag In user Registration ; Fi-tToPics Submit Surcharge stats & Facts Publications ' Contact Us �BCIS Ste Map Links Search b4Product Wit d Approval USER: Public Liser 141*4 L.r Product Approval- Menu a Pr uct or _plication Search > jSW kation list > Application Detail FL It FL14645-R3 Application Type Revision Code Version 2017 Application Status Approved Comments 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@metalsales.us.com Technicat 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Bala Sockalingam Evaluation Report Florida License PE -62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/27/2025 Validated By Yoosef L.avi, RE. .4' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F 14545 R rtificateInd pendence.pdf St,2ndard FM 4470 TAS 125 UL 1897 UL 580 Ygar 2012 2003 2012 2006 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/09/2017 09/14/2017 09/15/2017 12/12/2017 1 FL # I Model, Number or Name Description 14645.1 2.5" Corrugated I min. 26 ga., 21.33" wide Coverage through fastened roof panel f i over min. 19/32" thick plywood deck. g l Limits of Use Installation Instructions {{ Approved for use in HVHZ: No FL14645 R3 II„.Eva IuationReportC2182 I.pd 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/ -86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36” O.C. FL14645 R3 AE EvaluationReportC2182 I.pdf 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. j Limits of Use installation instructions Approved for use in HVHZ: No FL14645 R3 II Eva luationR port 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" o.c., FL14645 R2 A Ev uationRep�7 L.�df i 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at Created by Independent Third Party: Yes fastener spacing of 12" o.c. i 14645.3J SV-Crimp1 19/3Min.2 thick plywood deck w thga., 24" wide through fastened fasteners through panel of panel over i n. � Ilb. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14545 R3 II EvaluationReportC2182 3.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/ -196.75 Evaluation Reports Other: tipiift load of 41.6 psf at Fastener spacing of 36" o.c., Fl 14645 R3 3,pd 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at Created by Independent Third Party: Yes fastener spacing of 8" o,c. i 14645.4 5V -Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick O5B with fasteners through panel rib. Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14645 R3 11 Ev luau nR nortC2182 4.pdf Approved for use outside HVHZ: Yes fff 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. and 172.5 fastener FL14645 R3 AE EvaluationP porLC2jaL4 pdf psf at 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 R3 II Evalu ti nRep_QrtC2182 5..pd € Approved for use outside HVHZ; Yes i l 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. and FL14645 R Evaluati nR p Lg2l82 5,p_ff '124 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. r.amr>:s or Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +N/A/-97.45 Installation Instructions FL14645 R3 IIv lu tionRepq_rtd2182 6.pdf Verified By: Bala Sockalingam PE 62244 Created by independent Third Party: Yes Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" c.c., 71.0 psf at clip spacing of 12" o.c. and 97.1 psf at clip spacing of 12" o.c. with sidelap adhesive. FL14645 R3 AE Eva ipj�tjonReportC2182 C.pd f Created by Independent Third Party: Yes i 14645.7 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 R3 II Eval ti nReportC218 7.pdf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-162.0 Created by Independent Third Party: Yes Evaluation Reports Other, Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing of 12" o.c. with support strap. FL14645 R3 AE valuati nR porLL:7182 7.pdf Created by Independent Third Party: Yes 14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. i 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Installation Instructions FL14645 R3 II EvalugtionReportC2182 8.pdd Verified By: Hata Sockalingam PE 62.240 Impact Resistant: N/A Design Pressure: +N/A/-91 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c. and 91 psf at fastener spacing of 6" o.c. FL14645 R3 AE Evaluati R 12ortC2182 8.pdf Created by Independent Third Party: Yes ----[ 14645.9 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. i Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-133.9 FL14645 EvaluationR oortC2182 9.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports 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 fastener spacing of 18" o.c. FL14645 R3 AE EvaluationRepgrLd2182 9.pdf Created by Independent Third Party: Yes 14645.10 Classic Rib E Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact ttesistant: N/A Design Pressure: +N/A/-135.0 l L14645 R3 II Evaluation Rep-gqQ_1 82 10.pdf i Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes !evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24" ox. and 135 psf at fastener spacing of 6" o.c. FL14645 R3 AE Evaluati nrnReportC2182 10.pd Created by Independent Third Party: Yes 14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15132" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5 F1-1464� R3 II EvaluationRepartC2182 11.gd Verified By: Bata Sockalingam PE 62240 Created by Independent Third Parry: Yes Evaluation Reports 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. FL14645 R3 AE Evaluation p rtC22182 11.pdf Created by Independent Third Party. Yes s m 14645.12 Image II Min. 26 ga., 16" wide concealed 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +N/A/-86.55 FL14645 R3 II EvaivatignReportC2182 12.pd Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports 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. FL14545 R3 AE Eva luationRep rt 2 12.pdf Created by Independent Third Party: Yes 14645.13 ; PBR-Panel or R-Panel rein. 26 ga., 36" wide through fastened roof panel over min. I 15/32" thick plywood deck. Limits of Use Installation instructions Approved for use in HVHZ: No FL14Q45 R3 II EvaluationRportC2182 13.pdf Approved for use outside HVHZ; Yes Verified By: Bala 5ockalingaln PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -131.0 Evaluation Reports i Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL14645 _ R3 AE EygluationReportC2182 13.12 and 131.0 psf at fastener spacing of 6" o.c. Created: by Independent Third Party. Yes 14F,45.14 Prq-Panel II Klin. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 14.pf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes I Design Pressure: +N/A/ -71.5 Evaluation Reports Other: Uplift load of 41,6 psf at fastener spacing of 24" o.c. FL14645 13 AE Eva] uationR=±CZ182 14. Of and 71.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes $:ark 1*i3Xt Contact Us :: 2601 Sl air Stone Road, Ta Ila hasse F 99 phone: 850--487-1824 The State of Florida is an AA/E-E0 employer.C�pyri ht 2007-20,13 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail t0 this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 856.487.1395. *Pursuant to Section 455.275(I), 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; WI _ Credit, Card Safe tie�I�riter:�1 rrl��c5 EVALUATION REPORT OF :METAL SALES -Ni.A.NUFACTURING CORPORATION `26 GA. 5V -CRIMP PANEL' FLORIDA. BUILDLNG CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.3-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 311 Street Suite 200 Louisville, KY 40202 Telephone. (502) 855-4300 Fay:: (502) 855-4200 Prepared By: Bala Sockafingam, 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) "'It, i j i !frill, Installation. Details (1 Page) �� SC)CKAi - No 62240 STATE W OF Report No, C2182-3 Date: 9.9.17 sub'° `` .••' .�-" FL 14645.3-R3 C2182-3 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5v-Crixxrp Panel Description: 24" wide coverage with (5) 1.12" 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. 19132" plywood or min. 3/¢" 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 field and @ 4" o.c. at edges. Designed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1.507.4.5.1. 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 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. 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. 1.96.75 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 318". 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 2017 Section 1547.4. 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 support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity FL 14645.3-R3 C2182-3 9.9.17 Page 3 of 3 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/IJL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T 181-05, Reporting Date 7/21/05 (Tests #I & 2) Project No. T240-09, Reporting Date 9122109 Architectural Testing, Inc. — West Palm Beach, FL (Formerly Hurricane Test Laboratory, LLC) Project No. 0103-0712-09, Reporting Date 9/l/09 °'- a� Z o�itr-558—zfl5 ZDznb ),A '311wkslnQi OOZ 311ns '�15 U82 Hylas SV9 'd8O3 `JNINnioviflPm s3Tvs Td13Y4 a3a �nunru L�Si-99£-999 %Yj L665-i5T-S l8 =3NCGd so�rc xo vszu a awns 'aa gas nn ro sass '3'd ''Q'Hd `vivoNE"w)ws viw swn�nsecaa r�2r rN =� tf z Vt ¢ U z C L U U N � z or 0. S q w ~O in V) N z— ¢ Ld ��ss11 T 0 J w S 046] -CNC S] W 7 mOww o m�z`��win Lo ¢�wW+fwd' - up7z?¢w?rn� �omc�vS�zz�maNNas �Zfxf. WwC�7�g O�L1 M=ao®' two~ yyw oC]�4�UWUw rw.¢4aoo�� sz��z � �g�a-str QLr_o-3rN2Q�O50' N M tl 17 0 r J_ Q W 0 f/l Z a z w 2 cl Vt ¢ U z C L U U N � z or 0. 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