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Home My WebLink AboutPRODUCT APPROVALv SCANNED �Y �lint� St Lucie l r 80S Nome I Log In ' User Registration Hot Topics Submit Surcharge ci0ri�a d.`r � am PrOduCt Approval USER: Dub1iC User Scats lfr Facts Publieatiuns f F8C Staff BCIS Site Map'; Links ! Search 'ftitn,,;�:I;Poun+val Ydr!w > Lrr�ilu or Fra;.cali:�n Sear;h > F±rrl=.catlo^ C�xt > Application Detail Fl- FL17022-117 Application Type Revision Code Version 2017 Application Status Approved RECEIVED MAY 31 2018 ST, Lucie County, Permitting Comments 08/18/2017v. date reapply 08/21/17 Archived r-; Product Manufacturer Extreme Metal Fabricators, LLC Address/Phan CONCEALED FASTENERS OR ATTACHMENTS 2160 SW Pama Drive; Palm City, FL 34990 ARE THE RESPONSIBILITY OF THE (772) 872-8034 CONTRACTOR OR RECORD flvalidation@yahoo.com Authorized Signature Richard McKuhen fiva tidation@ya hoo.coni Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 I richard@emfab,net THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Quality Assurance Representative REQUIRED BY FIELD INSPECTORS THAT Address/Phone/Einail MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Category Rooting Subcategory Metal Rooting Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L.-3 Evaluation Report - Hardcopy Received 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 LOCKE BOWDEN 1. PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received FL1__707.2 R7 CO.F FL 17022.1 V f,R7MP sar.odf Referenced Standard and Year (of Standard) Standard FILE COPY U«807 Equivalence of Product Standards Certified By Sections from the Code YPPX 2003 2012 2006 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REV' EWED,BY DATE PLANS AND PERMIT MUST BE KEPT JOB SITE OR NO INSPECTION(S) WIL MADE RitiME,' ' 41i r Compliant with Florida Building Cod- -r -,: Compliant with.EViK70_- Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1S07.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" rein. thru deck or 5/8" embedment intojwood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment); #10 x 1-1/2" Hex -Washer Bead wood screw* to penetrate 3/16" ruin. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements UnderlaVment: To be compliant with F8C Sec: Chart 1507.1.1 Install Details: Table A Allowable Loads METHOD 1 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURES -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" O.C. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" O.C. 12" o.c. 12" O.C. 12" O.C. FASTENER SIZE #9 #10 #10 #f10 Reference Data: ARCHITECTURAL TESTING;, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report D[5893.01-450-18 OS/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897--04 is equivalent to test standard Ui.1897-12 *Design pressure margin of safety 2.1 Locke Bowden, P.E. does not have, not will acquire a financial i . y� cq d re m��wfacturing or distributing products under this evaluation. . a Locke Bowden, P.E. is not owned, operated, or controlled by al2y coeiparN;)n'1bb9 aftureP, or listributing products under this report. , o 7 O 0dr hti=m ffia �'� .ti. FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel a Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ad, 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 of Florida product approval per Rule 61 G20-3. 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/FBC 2017 6tn ed., Chapter 22 , for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. v pegs: 15t..T or greater Pt gal, or Wood pfarvk. -- Fasteners 99 x 1.1m Min. or 910-1-112" M n., perTaSie A' for Rove S-V Olnv Roof Pant Spacing and Design Pressures Hex Washer Head Wood Screws -- — 247 —.—....I.._...—....._�_—...., e Nominal 12" Nominal 12" 0.0. O.C. \ / Fasten B x 1-1.2"Min. or ;910 X 1-112"Min. per 'Table "A" Hex Washer Head Screw Pane! Spaced 12" o.c. across the panel Wdth iieferto Table "A" for Spacing Along, Panel Overlap Length Deck-15132" or greater Plywood, or -Mod plank I . �� f,�'T t;7s'� 5' ""�-,r � i�� a r�•s-•- .�"� � � � , _ �, ,.F, �� . y+a 'is'�'.w'�":srr��ME ,�� BCIs None j ! og In 1 UserRegistration ttor 7oplcs i Submit Sunouc stars & Fact.,i publications 1 FBC. Staff y BCIS Site tap Link. ; Search US£R: Product Approval Pn611C U5pr I RECEIVED . yt��,. hn.le tl .lr;�mvat M1L••tn> j?r,. u<s; or Hpghc%sUan _s^srci a;: 41 .ton l ;t I Application Oetaii MAY 31 2018 � G J FL # FL16048-116 Application Type Revision ST. Lude County, Permitting Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/Plione/E mai i Quality Assurance Representative Address/Phone/Einail Tri-Built Materials Group, LLC i 1'0 Box 70 Rutherford, NJ 07070 (B00)516-1485 david, ruiz@tribuiitmg, co m David Ruiz aavid.ruiz@tribuilting.com David Ruiz i250 Route 17 North East Rutherford, NJ 07073. 1(201) 642-2449 david.ruiz@tribuiltmateriaisgroup.com I Category Roofing Subcategory Underlayments I Compliance Method i Evaluation Report from a Florida Registered Architect or a Licensed 1 Florida Professional Engineer i i.. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code , validation Checklist- Hardcopy Received ':i:Z 4 8 Rb .'Oi 2017 01 CO! Nieminen.nc#f Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSAfTRI April 2012 (04-12) 2012. UL.1897 2012 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval IW03/2017 Date Approved 12/12/2017 Summary of Products, FL # Model, Number or Name I Description 1604,$.1 TRI-13UILT Roof Underlayments Self -adhering, modified bitumen roof underiayments Limits of Use Installation Instructions Approved for use in HVHZ: No F160,48 R6 It ?017 09 FIN& :R, TR1- Approved for use outside HVHZ: Yes T 1 nL&y.;E:I'_7yi,TG1: &R'u!'fF Impact Resistant: N/A Verified By. Robert Nieminen PE-59166 Design Pressure: +N/A/-150 I Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tale systems overtop the self -adhering FL16048 R(3 .A - It � 0-1 )I NAi, i RT underlayment for one particular application. See ER Sectionp•1f 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Ilaok ENext Contact Us.:: 260I. Blair Stone Road. Tallohnssee F1 32399 phone: 850-487-1824 The State or Florida is an AW'EF.0 employer. Copyright 2007-201I3 State rf Florida, :: privacy Statement•:.4,�essibilily statement :: ge6rnd Statement Under Florida law, email addresses are public. records. If you do not wtlnt your e-mail address released in response to a public -records request, do not'send electronic matt to this entity. Instead, contact tile office by phone or by traditional mall. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455,275 (1), Florida Statutes, effective Dcmber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with,art email address If they have one. The emails provided may be usrd for official communicatidn with the license, iioweveremail addresses am public record. If you do not wish to supply a personal address, please provide the Department with an emaitaddress which call be mi de available to the public. To determine if you are a licensee under Chapter 455, F:S.,please click here . Product Approval AA�cc�ee�pts: . i E "1 to s ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 3.53 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-R6 FL16048-R6 Date of Issuance:10/25/2012 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing. the use of construction materials in the State of Florida. The documentation•submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underiayments 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 Nierinen, 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)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. •;r`s ?= L Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing eras authorized hY Roixrt Nieminrn, P.E. on OG/29/2027, This does not serve as an electronically signed dccumant. CEnTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2, Trinity ERD is not owned, operated or controlled by any company manufacturing of 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 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. F e� TRINITY i ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlaymenis, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of fhe 6th 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. I 2. STANDARDS: Section 1.504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1, 1507.2.9.2 1507.3.3 I REFERENCES: EntitV ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control Standard FM 4474 UL 1897 ASTM G155 ASTM D1970 FRSA/TRI April 2012 (04-12) Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.04.14-1 S44870.04.14-4 543530.02.14-1-R1 S43530.05.14 540540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-R1 Multiple -Listing R16814 Service Confirmation Year 2011 2012 2005 2015 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 OS/27/201S 06/07/2017 12/10/2015 Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 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. 5. LIMITATIONS: 5.1 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. 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, U.C. Evaluation Report A42960:10.12-R6 Certificate of Authorization N9903 6" EDITION (2017) FBC NON-HVHZ EVALUATION PLI6048-R6 TRI-BUILT Roof Underlaymenis; (800).516-1485 Revision 6: 09/25/2017 Page 2 of 6 ! r RINITY {E D 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof .cover where the product is specifically referenced within FBC approval documents.- If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE RoorCovf IiP710N i f v., j Asphalt Underlayment Nail -On Tile ; Foam -On Tile Metal Wood Shakes Slate i Shingles & Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment I--_.._..__....._..—._...._ ....,.._ _ ................... .............__....__......._..........._.._.......---- i Tri-Built 5/A HT TU Yes yes I Underlayment Yes See 5.5.1 Yes Yes Yes T i-fsuittSt ootil MiSfA j Yes No No Yes _. Yes I Yes nder, yr eiZt 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. � xis �' TABCEIA ALl.OWABLETlLE%ABHESnlE{ UNDERCAYNIEAlTCQ BttiIATtOIVS�` ""` r Adhesive Florida Product Approval Underlayments ICP Adhesives Polyseta AH-160 FL6332 i Tri-Built 5/A HT TU Underlayment DowTileBond`" FL22525 Tri-BuiltS/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: "v Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle .Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. I Refer to 7-le Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC, Evaluation Report A42960.10.12•R6 Cerrlffcare of Authorization #9503 O' EDITION (2017) FOC NON44VkZ EVALUATION rLIG048-RG. TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/1017 Page 3 of 6 TRINITY ERD 5.6.3 Bond to Mechanically Attached Base Layer; Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or-Tri-Built Smooth HT S/A Underlayment applied to: A ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI Apr -I 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 ol, 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 Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Eiastocol 600c Underlayment: Tri-BuiltS/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 project)ons,shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 15175.2) 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-BuiltS/A HT TU Underlayment, self -adhered. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-RG Certificate of Authorization N9503 6" EDrnoN (2017) FBC NON-HVIiZ EVALUATION FLIGM-R6 TRI-BUILT Roof Underlayments; (800) SIG-1485 Revision 6: 09/25/2017 Page 4 of 6 g,- V. ERD E 5.&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 WI31, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10-1 of FM loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayrnent in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only Abe exceeded by using battens during loading of the roof tiles. �, 'TABLE Z Ttc>r SLIP,PAC�E LEMITA"TIOi�S FOR DIRECf"f�E�KsTILE 1lU5TALtAT1QNS ., 4 "� r...?; �., „ , ; ;^ .. ' Underlayment Tile Profile Staging Method Maximum Slope Fiat 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 c n slope, as shown below) Tri-Built S/A HT TU Underlayment f Lugged �A I d �e Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6` {EQn1ON (2017) F8C NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800),516-1485 Revision 6: 09/25/2017 Page 5 of 6 3 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the.substrate (if applicable). 6.3 Tri-Built Sand-R SA 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 oX. 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 Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a mannler 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. 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 - EMtP_rior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6Y" EDITION (2017) FSC NON-FiVHZ EVALUATION FL15048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6