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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTi 6uANNEE) BY � IN ;t I_tlmeCOGflty .',_. 'A BCfS Home ; Log In z User Registration i Het Topics i Submit Surctianle `° Product Approval ur"..: '+= Public User .�r�i"a^ �y is«' 1-rw-1"6 14P.nu> PY:_d ita FL q� Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Entail Authorized Signature Technical Representative Add ress/Phone/E m a i I Quality Assurance Representative Add ress/Phone/Ertail Category Subcategory Compliance Method Stars & Far-5 I Publications { Fac. Staff j SOS Site Map i Links i Search RECEIVED > AnpklC Zk1^ b-t > Application Detail MAY 31 2018 FL'16048-R6 ST. Lucie County, Permitting Revision -- 2017 Approved Florida Engineer or Architect Name who develop I the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By fi" Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com THESE PLANS AND ALL PROPOSED WORK David Ruiz ARE SUBJECT TO ANY CORRECTIONS david.ruiz@tribuiitmg.com REQUIRED BY FIELD INSPECTORS THAT MAY BE David Ruiz COMP WINECESSARY H ALL APPLICABLE E C DES. 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Roofing 660: ACTOR OR RECORD Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1... Evaluation Report- Flardcopy Received d Robert Nieminen 66 ULLLCFILE COPY LC 07/18/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Fl_tt,gh6 A. COl 2017 Oi t L�f Nieminen.ndf Referenced Standard and Year (of Standard) Standard year ASTM D1970 2015 ASTM G15S 2005 FM 4474 2011 FRSA/TRIApril 2017_04-12) 2012. UL .1897 2012 Equivalence of Product Standards Ife�{M.I 05 Certified By i ��(,L2Y ' Sections from the Code ST. LUCIE COUNT' BUILDING DIV l ION REVIEWED FOR COMPLIANCE REVIEWED Y DATE PLANS AND PERMIT MUST BE KEP JOB SITE OR NO INSPECTION(S) WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Roofing 660: ACTOR OR RECORD Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1... Evaluation Report- Flardcopy Received d Robert Nieminen 66 ULLLCFILE COPY LC 07/18/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Fl_tt,gh6 A. COl 2017 Oi t L�f Nieminen.ndf Referenced Standard and Year (of Standard) Standard year ASTM D1970 2015 ASTM G15S 2005 FM 4474 2011 FRSA/TRIApril 2017_04-12) 2012. UL .1897 2012 Equivalence of Product Standards Ife�{M.I 05 Certified By i ��(,L2Y ' Sections from the Code ST. LUCIE COUNT' BUILDING DIV l ION REVIEWED FOR COMPLIANCE REVIEWED Y DATE PLANS AND PERMIT MUST BE KEP JOB SITE OR NO INSPECTION(S) WILL BE MADE Certificate of Independence Fl_tt,gh6 A. COl 2017 Oi t L�f Nieminen.ndf Referenced Standard and Year (of Standard) Standard year ASTM D1970 2015 ASTM G15S 2005 FM 4474 2011 FRSA/TRIApril 2017_04-12) 2012. UL .1897 2012 Equivalence of Product Standards Ife�{M.I 05 Certified By i ��(,L2Y ' Sections from the Code ST. LUCIE COUNT' BUILDING DIV l ION REVIEWED FOR COMPLIANCE REVIEWED Y DATE PLANS AND PERMIT MUST BE KEP JOB SITE OR NO INSPECTION(S) WILL BE MADE i �I i I Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 r Summary, of Products r FL # Model, Number or Name Description 16048.1 TRI-BUILT' Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructio-is Approved for use in HVHZ: No, Fi..i6048 R.II 70d7 09 "rINAI Fi TRI- Approved for use outside HVHZ: Ye 2. 1,ifl.�T tf, 3F.;•it..AY fEiv_S> <i 16t 4R- b. sif Impact Resistant: N/A I Verified By: Robert Nieminen PE-59166 Desidn 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 tile systems overtop the self -adhering FLi6048,, R6 AE 2017 09 FINAL F TR - underlayment for one particular application. See ER Section Hurl-T utIT) w AyP1ENTS FL16048-R6,Ddf 5.6.4 for details, 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Beck Next Contact I1;.:: 2601. Blair Stone Road. Tallahassee FL 32399 Phone: 650-487-t824 The State of Florida is an AA/EEO employer. Convr6lht 2007-2013 State of Florida, :: Privacy_ Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If u do not want your a --nail address released In response to a pubhe-records request, do not send electronic mail to this entity. Instead, Contact the office Dy phone oq by tradi6onai mach if you have any questions, please contact 850,487.1395. -Pursuant to Section 455.275 (1), FloridaStatutes, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide the Department with an email address if they have one, The emaits provided may he used for official com."W Atlon.wilh 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. ,re determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Aoceptx: Credit Card Safe EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 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. ThIe 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 evaluate cj for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with herein. CONTINUED COMPLIANCE: This Evaluation Report is vc Quality Assurance documentation changes, or proti this Evaluation Report by the named client cons changes or the referenced Quality Assurance docu Evaluation Report relative to updated Code require ADvERTISEMENT: The Evaluation Report number prl advertising literature. If any portion of the Evaluat INSPECTION: Upon request, a copy of this entire Eva its distributors and shall be available for inspection requirements the Accredited Quality Assurance Agency noted until such time as the named product(s) changes, the referenced ins of the Code that relate to the product change. Acceptance of ites agreement to notify Robe,•t Nieminen, P.E. if the product ntation changes. Trinity) ERD requires a complete review of this !nts with each Code Cycle. ded by the words "Trinity IERD Evaluated" may be displayed in Report is displayed, then it shall be.done in its entirety. Lion Report shall be provided to the user by the manufacturer or the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6.1 I Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorimd by R.1—t Nieminen, Pk. on 1W_/25/1.017. Thu does not serve as an electronically signed domment. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any cornpany manufacturing or distributing products it evaluates. 1 Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versionsthereof, is/was used for permitting or design guidance unless retained specifically for that purpose. l ROOFING COMPONENT EVALUATION: I 1. SCOPE: I Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Room Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6`" 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: I Section Property Standard Year 1.504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical P operties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 il/19/2013 ERD (TST6049) Physical Properties 540540.03,14 03/26/2014 ERD (T5T6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/131201S ERD (TST6049) Accelerated Weathering SC8S20.04.15 05/27/201S 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 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 airrent 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 N9503 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 E s � I ERD 4 5.4 TRI-BUILT Roof Underlayme I is may be used with any prepared roof cover where the product is specifically referenced withinFBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction f r approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: } 5 Ib . Underlayment Asphalt Shingles Nail -On Tile i Foam -On Tile � Metal Wood Shakes ( &Shingles Slate Tri-Built Sand -RSA Shingle Underlayment Yes No No No Yes Yes 1 Tri-Built TU Underlayment Boil nderia r en j Jj Yes Yes I Yes I No Yes See 5.5,1 No Yes Yes j Yes Yes Yes Yes lam" - . 5.5.1 "Foam -On Tile" is limited to. use If the following Approved the adhesives / underlayment combinations. ,, . Y s � r, _. I,,._. ..:r�r >_,t.TABLE 1A P[S.oyu'ABEET►LE, DHESIUE � L1P(QEItLAYN1EIVT COMI3INATIONSp,. � 7i,.`q, �,� , t,ri3l;< ,+ �_. ; Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 0,L6332 Tri-Built 5/A HTTU Underlayment Dow TileBond' FL22525 Tri-BuiltS/A HTTU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underl yment, 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; > STM 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 thle final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove hoard 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 HTTU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: li ;> Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically I6ttached prepared roof coverings, insulation shall be attached per minimum requirements of the preparled roof covering manufacturer's Product Approval. For installations under foam -on the 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 orTAS 114, Appendix J. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florido ProductApproval for Overturning Moment Resistance Performance. Exterior Research and Design, U.C. Evaluation Report A42960.10.12•R6 Certificate ofAuthoriration H9503 O' EDITION (2017):FBC NON-HVH2 EVALUATION FL16048-RG TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 `' 5.6.3 Bond to 5.6.4 Tri-Built Sand-R SA Shingle U Underlayment applied to: ➢ ASTM D226, Type I or II fel For installations under meth minimum codified requirem Underlayment only), base lad 17). does not address wind uplift n the underlayment forms part underlayment systems that ar( applications. Maximum Desi allowable wind loads, and refl per FBC 1504.9 has already be FBC 1609 for determination of #1 Maximum Design Pressure=-4. Deck: Min. 15/32-i Having Jurist Primer: (Optional) A! Underlayment: Tri-Built 5/A #2 Maximum Design Pressure=-6' Deck: Structural cc Jurisdiction. Primer: Soprema E4 Underlayment: Tri-Built S/A \] .I I ]END Tri-Built 5/A HT TV Underlayment or-Tri-Built Smooth HT S/A tally attached prepared roof coverings, base layer shall be attached per s. For installations under foam -on the systems (Tri-Built S/A HT TV shall be attached per minimum requirements of FRSA/TRI April 2012 (04- #3 Maximum Design Pressure =-15C Deck: Min. 15/32-in( requirements', Deck Preparation: Plywood shall adhesion. All splinters and U Primer: (Optional) RES Underlayment: Tri-Built S/A I• roller and/or i voids/bridging #4 Maximum Desi Deck: Base Sheet: Underlayment: Exterior Research and Design, LLC. Certificate of Authorization #9503 mt Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) stance of all underlayment systems beneath foam -on tile systems, where the load -path. The following wind uplift limitations apply to direct -deck of addressed in FRSA/TRl April 2012 (04-12) and are used in foam -on tile Pressure is the result of testing for wind load resistance based on s the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A of sign wind pressures. plywood to meet project requirements to satisfaction of Authority I D41 or RESISTO EXTERIOR PRIMER TV Underlayment, self -adhered. to meet project requirements to satisfaction of Authority Having :ol 6000 TV Underlayment, self -adhered. APA-rated BCX plywood (may be installed C-side up) to meet project satisfaction of Authority Having Jurisdiction. �e thoroughly cleaned to remove dust and debris that may inhibit ieathing fasteners shall be driven flush with the surface. All sharp Dd projections shall be removed/sanded. f0 EXTERIOR PRIMER TV Underlayment, self -adhered, shall be thoroughly roll using hand .ighted roller to ensure there are no voids, and ensure there are no side and end -laps. -ressure= -VU.0 PST: Min. 19/32-inch ,plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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. Tri-Built S/A HT TV Underlayment, self -adhered. Evaluation Report A42960.10.12-R6 6'" EDITION (2017) FBC NON-HVIiZ EVALUATION FL16048-R6 TRI-QUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 JTRINITYI ER t 5.6.4.1 For mechanically attached Bale 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 esign pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined i 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 119. 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 UI dayment 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 tnderlayment 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. ° 2 TiIE S�IPPGE FOR DIRECT BECK TILE'1N5TALCATIONS3 TABLE LtN+I7A710N5 „ •, ,, , , •,, ,; ,,_ ,, , M m Underlayment 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 I shall be inverted, followed by 8 tiles high 6:12 I on slope, as shown below) k.. G II Tri-BuiltS/A HTTU �rF Underlayment ; Lugged Rn �4 qq1 Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate o/Authorization #9503 6Y" EDITION (2017} FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800).516-1485 Revision 6: 09/25/2017 Page 5 of 6 l 6. INSTALLATION: TRINHY ERD 6.1 TRI-BUILT Roof Underlaynients 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 deb is prior to application, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayrnent 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 Nan -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 p`.ace to achieve a bond. Horizontal seams should be �I inimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2 #t 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. 63.3 Tile Applications (Tri-Built S/AIHTTU 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 �uideline. For foam -on tile applications, rel ference 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 h irein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: 1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. i 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —CQUA9625; (314) 578-3406; k.chancellor@us.ul.com TEND OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 O' EDITIOi', (,2017i FOC NON-HVfiZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 t'bi e I ELIS Home j Log In User RegistraUoa t Hat Topics ; Submtt Surcharge Stats & facts Pubiicatians FSC Staff j * DOS Site Map ; finks Search 'F* p a Product Approval dbr USER; DUhlic User ' F rart:4t A:;na+val bleml > fwYuct nr Aar&c%n inp,-','_e �r<:1> > A'V Hcatbn C W > Application Detail RECEIVED FL w FL17022-R7 y tom," zxQ "n4 3 Application e MAY 3 1 2018 PP YP � Revision Code Version I 2017 Application Status Approved + ST. Lucie County, Permitting Comments I 08/18/2017v. date reapply 08/21/17 Archived f ; I Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Ema�1 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 nvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name Who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract, Expiration Date. Validated By Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 richard@emfab.net Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 3. Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, inc. 04/22/2024 Zachary R. Priest, P.E. F" Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 C_Oi FL 17022.1 S.V (PIIMP ;rr,odf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL189.7 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Palm City. FL 34990 • rlifications Product: 5 V Crimp 26GA Steel Roof Panel FEC Sec.1507.4.2 Yield strength: S1 ksi rain.; Attached to min.15/32" plywood or Wood Deck w/ man. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener i (Method 1 Attachment). #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5�8" embedment into wood plank. ('nor sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DEsiGllf PRESSURE* -86 PSF -93.S PSF -101 PSF -228 PSF ROW SPACING 16" O.C. 16" O.C. ( 8" O.C. 6" ox. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" O.C. 12" o.c. 12" O.C. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCi4rreLTURAL TESTING, INC. TST 10#: 1527 UL 580-06 & 1897-041 Test Report I5893.01-450-18 05/az/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report ®05893.02-450-18 07/22/14 *EQUIVALENCY--UL 1897-04 is equivalent to test standard UL 189712 *Design pressure margin of safety 2-1 _..i11fi4t�.._ .� 1D. Ba s a Locke Bowden, P.E. does not have, not will acquire a financial int@41' e��c4��ir��Itrs��tyfacturing or distributing products. under this evaluation. r Locke Bowden, P.E. is not owned, operated, or controlled by atty cocipa+' 10r;- Ai19 urea, orBistributing products under this report. o , �•�� off,_ a:'IONAL �'• i�' 1Tc:e:sest'�t'' . FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel Details Limitations: 1. tlnderlayment to be compliance with current Florida Building Code (FBC)2017 61h 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 of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities wljurisdiction 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 6th 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. 0 ISM, or greater, "Dod, or wood plank — Fasteners- t99 x 1.11V Min, or :t0.1-lir Min. perrabfe R" far Rrna S V G mp Roof fxenol Spacing and Design Pressures Hex washer Head Wood Screws 14 Panel Profile O.C.12" 0c.'" Nominal 12 ' a.c.c. Fasten E9 X 1-112" Min. or 410 x 1-112" Min. per 'Table "A" Flex Washer Head Screw Spaced 12" o.c. across the Panel Width Panel Refer to Table "A" for Spacing Along Panel Overlap Length heck-15132`° or greater plywood, .or - Wood plank