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HomeMy WebLinkAbout Product Approvals.9/18/2020 Florida Building Code Online Product Approval Menu > Search Criteria Code Version Application Type Category Application Status Quality Assurance En Product Model, Numb Approved for use in 1 - Impact Resistant Other Search Results - A FL# Type FL17022- Revision R7 History 'Approved by DBPR. Aper The State of Florid Under Florida law, email z mail to this entity. Instead, Florida Statutes, effective i provided may be used for provide the Department wi or Name IZ > Application List l Stats & Facts Publications Contact Us BCiS Site Map Links Search Refine Search 2017 FL# 17022.1 ALL Product Manufacturer ALL ALL Subcategory ALL ALL Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALL ALL Product Description ALL ALL Approved for use outside HVHZ ALL Design Pressure ALL ALL ALL (treme Metal Fabricators, LLC L#:FL17022.1 odel: 1 - "5V Crimp" (R6) escription: 26 Gauge steel, 3/8" ril echanically attached to 15/32" ply" ategory: Roofing ubcategory: Metal Roofing by DBPR shall be reviewed and ratified by the Validated Status i3y Zachary R. Approved Priest, P.E. (813)480- height, 24" wide lapped roof panel 3421 ood or Wood Deck with fasteners POC and/or the Commission if necessary. " Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement tresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic )ntact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), toper 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails ficial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: l .l �K Ea Cres: , Crrcd Safe https://www.floridabuilding.org/pr/pr_app_lst.aipx 1/1 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Yield strength:! Deck w/ min. 0! Rib Height 3/8" Corrosion Resistant Coml Fastener 1 (Method 1 AtIl 3/16" min. thru deck or 5 requirements) Fastener 2 (Method 2,3, penetrate 3/16" min. thr to meet requirements) Underlayment: To be coi Slope: Shall be in compl 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 eel Roof Panel FBC Sec. 1507.4.2 ksi min.; Attached to min. 15/32" plywood or Wood specific gravity with screws. 24" Coverage liant: FBC Sec. 1507.4.3 chment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 8" embedment into wood plank. (*or sufficient length to meet 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to deck or 5/8" embedment into wood plank. (*or sufficient length pliant with FBC Sec. Chart 1507.1.1 ce with FBC Sec. 1507 See Fastener attachment specifications above Install Detaiis: Table A Allowable Loads METHOD'1 METHOD 2 j METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF" -93.5 PSF -101 PSF -228 PSF j ROW SPACING l 16" o.c.. 16" O.C. 8" O.C. 6" o.c. FASTENER SPACING (ALONG EPanel width) 12" o.c. 12" o.c. 12" o.c. 12" o.c. j FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITE UL 580-06 & 1897-041 TAS 125-03 -EQUIVALENCY-UL 1897-04 is Locke Bowden, P.E. does not have, under this evaluation. Locke Bowden, P.E. is not owned, c report. URAL TESTING, INC. TST ID#: 1527 Test Report 005893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 Test Report D05893.02-450-18 07/22/14 quivalent to test standard UL 1897-1 *Design pressure margin of safety 2:1 ,��� irstt�taF of will acquire a financial into4rl amp%facturing or distributing products erated, or controlled by atly coal partVprn ilifatture#, or distributing products under this 4` t. FL17022.1 5V Crimp (26GA Steel) 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 611 ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State Florida product approval per "'Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/IBC 2017 6 I ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warrany, installation, recommended product use outside of this report. 3t0„ Panel Overlap or greater Plywood, or plank - Fasteners - #9 x 1-1/2" Min. or #10 x 1-1/2" Min. per Table A' for Row 5-V Crimp Roo` Panel Spacing and Design Pressures Hex Washer Head Wood Screws DPT -O NAL STP1.47!ONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten �9 x 1-1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Refer to Table "A" for Spacing Along Panel Deck -15/32" or greater Plywood, or -Wood plank 9118{2020 Florida Building Code Online IVIa s BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats u Facts Publications Contact Us BCIS Site Map Links Search Product Approval ab' r USER: Public User Product Approval Menu > Product or Application Search > Application List _- Search Criteria Refine Search Code Version 2017 FLw 16048.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Type Manufacturer Validated By Status FL16048-R6 Revision Tri -Built Materials Group, LLC John W. Knezevich, PE Approved History. FL#: FL16048.1 (954) 772-6224 Model: TRI -BUILT Roof Underlaynents Description: Self -adhering, modified bitumen roof underlayments Category: Roofing Subcategory: Underlayments *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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. 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 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 emads 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, ES., please click here . Product Approval Accepts-- 7-7 ccepts_- It z •.. to k ': Credit Card Safe https:f/www.floridabuilding.org/pr/pr_app_lst.aspx 1'1 EVALUATION REPORT TRI -BUILT Materials Group, PO Box 70 Rutherford, NJ 07070 (800)516-1485 SCOPE: This Evaluation Report is issl construction materials in the P.E. for use of the product products described herein h sections noted herein. !d under Rule 614320-3 and th tate of Florida. The document; nder the Florida Building Cod Ye been evaluated for compli; DESCRIPTION: TRI -BUILT Roof Underlayments LABELING: Labeling shall be i herein. CONTINUED COMPLIANCE: This E' Quality Assurance documenta this Evaluation Report by th changes or the referenced QL Evaluation Report relative to I ADVERTISEMENT: The Evaluatio advertising literature. If any p INSPECTION: Upon request, a CI its distributors and shall be av This Evaluation Report cons Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, I CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, distributing products it evalu 2. Trinity ERD is not owned, op 3. Robert Nieminen, P.E. does I which the evaluation reports 4. Robert Nieminen, P.E. does I product. 5. This is a building code evalu project on which this Evalua specifically for that purpose. accordance with the require fluation Report is valid until sul on changes, or provisions of th named client constitutes agn lity Assurance documentation )dated Code requirements wO Report number preceded by rrtion of the Evaluation Report )y of this entire Evaluation Rep ilable for inspection at the job of pages 1 through 6. EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 Evaluation Report A42960.10.1Z-K6 FL16048-R6 Date of Issuance: 10/25/2012 Revision 6: 09/25/2017 applicable rules and regulations governing the use of on submitted has been reviewed by Robert Nieminen, and Florida Building Code, Residential Volume. The ce with the 6th Edition (2017) Florida Building Code nts the Accredited Quality Assurance Agency noted h time as the named product(s) changes, the referenced Code that relate to the product change. Acceptance of ement to notify Robert Nieminen, P.E. if the product :hanges. Trinity) ERD requires a complete review of this each Code Cycle. he words "Trinity IERD Evaluated" may be displayed in s displayed, then it shall be done in its entirety. )rt shall be provided to the user by the manufacturer or ite at the request of the Building Official. �', ,`cam... n L''" •�'t '+��,•-•-�:.�' it The facsimile seal appearing was authorized by Robert Nieminen, DCA ANE1983 P.E. on 09/25(2017. This does not serve as an electronically signed document. does it intend to acquire or will it acquire, a financial interest in any company manufacturing or :ed or controlled by any company manufacturing or distributing products it evaluates. have nor will acquire, a financial interest in any company manufacturing or distributing products for being issued. have, nor will acquire, a financial interest in any other entity involved in the approval process of the i. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any Report, or previous versions thereof, is/was used for permitting or design guidance unless retained ROOFING COMPONENT 1. SCOPE: E 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 6'h Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations J Conditions of Use set forth herein. 2. STANDARDS: Section +' Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 € Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering; ASTM G155 2005 1507.2.4 J 1507.1.1, 1507..9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) i 2012 3. REFERENCES: F Entity Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) ( Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049)Physical Properties S43530.02.14 -1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) E Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering` SC8520.04A5 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri -Built Sand -R SA Shingle Underlayment is 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 anderlayment; meets ASTM D197fl 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 D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 perrnitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluatioh Report is not for use in FBC HVHZ jurisdictions. I 5.3 Fire Classific*ion is not part of this EValuatiIn Report; refer to current Approved Roofing Materials Directory for Ire ratings of this product. Exterior Research and Design, U.C. f Evaluation Report A42960.10.12 -R6 Certificate 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 2 of 6 5.4 TRI -BUILT Roof Underlayments may be i specifically referenced within FBC approval Authority Having Jurisdiction for approval ba prepared roof covering. 5.5 Allowable Roof Covers: with any prepared roof cover where the product is cuments. If not listed, a request may be made to the on this evaluation combined with supporting data for the TABLE 1: ROOFCOVER OPTIONS Wood Shakes I Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal & Shingles Slate ' Tri -Built Sand -R SA Shingle Yes No No No Yes j Yes Underlayment Tri -Built S/A HT TU Yes Yes Yes Yes Yes ( Yes Underlayment See 5.5.1 Tri -Built Smooth HT S/A iYes No No Yes Yes Yes Underlayment 5.5.1 "Foam -On Tile' is limited to use of the following Approved tile adhesives / underlayment combinations TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONSi Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH -160 FL6332 Tri -Built S/A HT TU Underlayment Dow TileBond'" 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- Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB primed Southern Yellow Pine; ASTM D41 pr While not required over plywood, OSB or South recommends priming the deck if the final roof TRI -BUILT Materials Group, LLC requires tong) OSB prior to installation of the self -adhering un, 5.6.2 Bond -to -Insulation: Tri -Built Sand =R SA Shingle Underlayment, Tri- Underlayment applied to: y Dens Deck Prime; SECUROCK Gypsum -Fiber For installation under mechanically attached minimum requirements of the prepared roof cc under foam -on tile systems (Tri -Built S/A HT designed by a'„qualified design professional anc system in accordance with FM 4474, Appendix I It S/A HT TU Underlayment or Tri -Built Smooth HT S/A ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 ,ned structural concrete. ern Yellow Pine substrates, TRI -BUILT Materials Group, LLC -over is not slated for installation within 24 hours. Note: e -and -groove board decking be covered with plywood or erlayment. S/A HT TU Underlayment or Tri -Built Smooth HT S/A goof Board. repared roof coverings, insulation shall be attached per tering manufacturer's Product Approval. For installations TU Underlayment only), insulation attachment shall be installed based on testing of the insulation/underlayment or TAS 114, Appendix J. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval far Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate of Authorization #19503 6T” EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 5.6.3 Tri -Built SandiR SA Shingle Underlayment, Tri -guilt S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ➢ ASTM D22E, 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 the 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 1504.5 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for 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 Deign 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 = -bo.o pst: 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 -R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON;HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 TRINI ERD 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 2.2.11 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built SandR SA Shingle Underlayment orTri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation t Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage L)mitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading-I roof tiles on the underlayment in direct-deck the assemblies, the maximum roof slope shall be as follows.t These slope limitations can only be exceeded by using battens during loading of the roof tiles. i TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Maximum Underlayment j Tile Profile Staging Method 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) 4 Tri-Built S/A HT TU Underlayment f Lugged; Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 F TRI -BUILT Roof Underlaymdnts; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 TRS ( ERL 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 notes! 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 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 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 Underlayment only): Reference is ;made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions rioted 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 the 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, LLC. Evaluation Report A42960.10.12 -R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 9/18/2020 > Application List Code Version 2017 FL: Application Type ALL Product Manufacturer Category ALL Subcategory Application Status § ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in Ht HZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Applications FL# Type Manufacturer FL28295 New Acrylabs Category: Roofing Subcategory: Liquid Applied Rc "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by Validated By Locke Bowden RE (334) 300-1800 Systems POC and/or the Commission if necessary. Refine Searcn 28295 ALL ALL ALL ALL ALL ALL ALL Status Approved Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 r The state of Florida is an AA/EEO employee Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessibilityStatement :: 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 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 bctober 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 bfficial 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: 77 Co I W� FE _ Credit C;prd Safe https:/(www.floridabuilding.org/pr/pr_app_ist.aspx 1!1 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6" EDITION (2017) Manufacturer: € ACRYSYSTEMS LABORATORIES, INC. Issued October 14, 2018 dba ACRYLABS 101 North Prospect Reading, PA 19606 ((866)273-1355 www.acrylabs.com Manufacturing: Reading, PA Quality Assurance: FM Approvals (QUA1860) i I SCOPE 4 Category: Roofing Subcategory: = Liquid Applied Roof Systems Code Sections: 1504.3.1, 1507.10.2, 1507.15, 1523.1.1, Properties: Wind Resistance, Wind -Driven Water infiltration Resistance, Physical Properties e REFERENCES C Entity I Report No Standard Year PRI Construction Materials Tehnologies (TST5878) ALI-002-02-01 ASTM D 6083 2005e01 PRI Construction Materials Tehnologies (TST5878) CMA -001-02-01 UL 580 2006 UL1897 2012 TAS 125 2003 PRI Construction Materials Technologies (TST5878) CMA -001-02-01 TAS 100 1995 QAI Laboratories (TST9808) RJ0525-Rev. 2 ASTM C 1325 2008b PRODUCT DESCRIPTION I Acrylabs Roof System: ASTM D 6083 elastomeric coating composed of Acrylabs 2100 Finish Coat applied over Acrylabs 2100B Base Coat with an embedded Acrylabs Mesh 2000 fabric. Island Style Roof: i f A novel steep slope roof system composed of the Acrylabs Roof System applied over National Gypsum's 518" thick PermaBase Cement Board as described in the Application r section of this report. ACL18001 This evaluation report is prov Technical Services, LLC of ar This evaluation report does n specifically addressed herein. FL28295 Pagel of 7 d for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK product changes or quality assurance changes throughout the duration for which this report is valid. express nor imply warranty, installation, recommended use, or other product attributes that are not AY:CREEK }-> TECHNICAL SERVICES, LLC APPLICATION Note - Refer to the APPROVED ASSEMBLIES section of this assemblies. Unless otherwise specified in this report the following Surfaced with Acrylabs Ro No. SYP 1x4 wood strapping at headcap between PermaBase Cement Boards. Secured Into each ranentruss Intersection with (2) min. 98 x 2-112' wood screws. Shall have a minimum 11 penetration info ralterdruss. No. SYP 1x4 mod strapping centered along PermaBase Cement Boards. Secured into each ranerAruss intersection An (2) min. R7 x 2" wood screws. Shall have a minimum 1" penetration into rafterArass. Pema2ase Cement Bi secured into 1,14 mod strapping mm. t3 x 1-5'8" cement ocard sc Spaced 3 maxirmlm 6" D C Ranerrfruss Figure 1: Island Style Roof ACRYLABS Island Style Roof for the maximum design pressures of the approved details shall be met for the named products: Underlaymenl (optional; Deck toptional outside of HV; -'Z and ih'md-Berne Debris Recion) Acrylabs Roof System Island Style Roof shall be defined as: Use Product Installation Installed approximately 10 -inch o.c. as shown above and perpendicular to the roof rafters/trusses. Strapping shall be secured Strapping Nominal No. 2 1x4 SYP as indicated above. Fasteners shall penetrate a minimum 1 -inch into the rafter/truss. 5/8 -inch thick; 24 -inch wide sections installed in courses over 1x4 National Gypsum wood strapping as shown in Figure 1; secured with #9 x 1-5/8" Roof Base PermaBase Cement cement board screws using two (2) fasteners at the end of each Board course and one (1) fastener 6 -inch o.c. in the field; board butt joints shall be treated with Acrylabs Brushable Sealant as needed. Base Coat Acrylabs Applied at a rate of 1.25 gal/100-ft2 2100B Base Coat Reinforcement Acrylabs Mesh 2000 fabric Fully embedded into wet base coat Top Coat Acrylabs Applied at a rate of 1.25 gal/100-ft2 over embedded fabric 2100B Base Coat Finish Coat abs Two (2) successive applied at a rate of 1.25 gal/100-ft2 2100Acry Finish Coat ACL18001 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. E CREE TECHNICAL Si Su^3c=_7 -tn -nlahs Roc` System Na 2 5'YP 1x4 sacured into fascia with rntri #7 x 2" 1 weed screws' spaced a maximum 12" o c 0; 518" errr.aEaf thick Pse Cement Board sacured frtofasc.a —' =atnmin kx t-"'IR"cementdoardscrex _eased Eave Detail o: Fascia ACRYLABS Island Style Roof 5' –e`Maltase Cement board secs'en ;nto ixq »_ Gv' st"apping ",ith M:—,, m eiG x 1-518" cement ocard screws spaced a ma-'rmim 6" c --Underia' ment (optx?nab; '1 : _ Deck ioDtiorai oots�d2 is ".��.-�:�d-Barn= Deans Region) ,_(2)NO S`:'P ix4 secures troth mm =8 x-'.2' wood =.crevYs Sham oenertrate a minir;:umwood rafterCniss i a � i i i Rake Detail ACL18001 FL28295 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. / No. 2 SYP 1 x4 notched wood trim secured with mirf #7 x 2" wood screws , spaced a maximum 12" o.c. or 5t8" thick notched Perma*se Cement Board ' secured with miri`; #9 x 1-518" cement board screws spaced amaximum 12' o.c. Trim surfaced with Acrylabs, Roof System. Fascia ACRYLABS Island Style Roof 5' –e`Maltase Cement board secs'en ;nto ixq »_ Gv' st"apping ",ith M:—,, m eiG x 1-518" cement ocard screws spaced a ma-'rmim 6" c --Underia' ment (optx?nab; '1 : _ Deck ioDtiorai oots�d2 is ".��.-�:�d-Barn= Deans Region) ,_(2)NO S`:'P ix4 secures troth mm =8 x-'.2' wood =.crevYs Sham oenertrate a minir;:umwood rafterCniss i a � i i i Rake Detail ACL18001 FL28295 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. �y u TECHNICAL SER APPROVED ASSEMBLIES ICES. LLC ACRYLABS Island Style Roof System 1 Slope: 2;;12 or greater Rafter[Truss Spacing: Maximum 24 -inch o.c. Roof Deck: (Optional, except in Wind -Borne Debris Region and HVHZ} t Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Underlayment: (Optional) installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment small be ASTM D 226, Type 11 installed in accordance with Section 1518.2 or any approved uriderlayment for use in the HVHZ. Roof Covering: bland Style Roof as described in the Application section of this report: Fasteners shall comply with section 1506.6. Eave Detail: dee Application section of this report. Rake Detail: Slee Application section of this report. Valley Detail: T�e PermaBase Cement Boards mitered to form a closed valley. Acrylabs Roof System shall be applied over boards. Maximum Design Pressures: I.Aessure -'46.25 psf calculated using 2:1 margin of safety Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1 —,12:12 (Gable Roofs only) 9Basic Wind Speed (mph) Exposure 100 1110 120 130 140 150 160 170 180 Zone 1 —Field B 60 ft 60 ft 6, ft 60 ft1 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft " 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 1 60 ft 1" 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 — Perimeter B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 160 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft I 60 ft Zone 3A — Corner B 60 ft I60ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 48 ft 28 ft D 60 ft i 60 ft 60 ft 1 60 ft 1 60 ft 1 60 ft 36 ft 20 ft NA Notes: 1) Exposure categor for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof heights of greater than 60 ft s'all be evaluated by a licensed design professional 8) See page 6 for details for dimensions and locales of Zone 1, 2, and 3 9 ,,,t is shown in the above table. Design pressures are calculated usin Vasa = V,,,p0.6. 'For hip roofs 2:12 to 5.6:12 ACL 18001 This evaluation report is provi Technical Services, LLC of ar This evaluation report does n specifically addressed herein. 3 shall be treated as Zone 2 4 of 7 d for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK product changes or quality assurance changes throughout the duration for which this report is valid. express nor imply warranty, installation, recommended use, or other product attributes that are not ACRYLABS Island style Roof System 2 Slope: 2:12 or greater Rafter/Truss Spacing: Maximum 16 -inch o.c. Roof Deck: (Optional, except in Wind -Borne Debris Region and HVHZ) Solid or closely fitted min. 15/32 in., plywood sheathing for new and existing construction at max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Underlayment: (Optional) Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type 11 installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ.' Roof Covering: Island Style Roof as described in the Application section of this report; Fasteners shall comply with section 1506.6. Eave Detail: See Application section of this report. Rake Detail: See Application section of this report. Valley Detail: PermaBase Cement Boards mitered to form a closed valley. Acrylabs Roof System shall be applied over valley boards. Maximum Design Pressures: -150 psf Pressure calculated using 2:1 margin of safety Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1 - 12:12 (Gable Roofs only) 9Basic Wind Speed (mph) Exposure 120 130 140 150 160 170 180 190 200 Zone 1 — Field B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 — Perimeter B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 60 ft 60 ft 60 ft Zone 3A — Corner B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 38 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft 27 ft 19 ft Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 6 for details for dimensions and locales of Zone 1, 2, and 3 9 Vu„ is shown in the above table. Design pressures are calculated using Vag = V,,Iv0.6. "For hip roofs 2:12 to 5.6:12, ACL18001 3 shall be treated as Zone 2 This evaluation report is provided for State of Florida product Technical Services, LLC of any, product changes or quality as This evaluation report does not express nor imply warranty, i specifically addressed herein. 5 of 7 I under Rule 61G20-3. The manufacturer shall notify CREEK changes throughout the duration for which this report is valid. n, recommended use, or other product attributes that are not CREEK zN TEcHNICA.L SER liCES, LLC Gable Hip 31 2 13' 3i 2 3 e 21 1 :2I2', 1 '2 a ACRYLABS Island Style Roof 31 2 13 311 21 3 a Z \I a (a( Ialal Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of tF(e least horizontal dimension or aft. LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck andthe roof deck attachment shall be designed by others to meet the minimum design loads established for corgi ponents and cladding and in accordance with FBC requirements. 3. Reroofing shall be in accordance with FBC Section 1511 outside the HVHZ or Section 1521 within the HVHZ. 4. Installation of the evaluated products shall comply with this report, the FBC and RAS 133 in the HVHZ, and the manufacturer'spublished application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. All products listed fn this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ACL18001FL28295 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does nol express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACRYLABS Tn Island Style Roof TECHNICAL SERY/ICES. LLC COMPLIANCE STATEMENT The products evaluated her�in by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as Evidenced in the referenced documents submitted by the named manufacturer. s� s � � l,G� • � C,.E tV S ' j�s �� � s No 74021 _ * ; : * _ 2018.10.14 .�• * �y ��r� 10:50:57 STATE OF -04'00' F 0��'�G O R t ©P ���. Zachary R. Priest, P.E. Florida Sa0N A, �i �%%� Organization No! on No. 021 ANE9641 AA i F CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLt does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. i CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. I Zachary R. Priest, P.E. does no have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. t END OF REPORT ACL18001 7of7 This evaluation report is provid4d for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of anylproduct changes or quality assurancechanges throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r