The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALI SCANNEU I BY St Lucie Cnilint A � Bcls Home I Log in ' User Registration Hor,Topics i s b`) L JWUa RProduct Approval 5ER:-Public User d,::.>-.:dry., Pr.�<lerc:l ar_�rrc:al rao.na > ('ry„",:tt<4;-nr kaci;crtron ^x•.;'sxen n:?ul 6 I��d{ �I' FL x1 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/Phone/E mai I Quality Assurance Representative Address/Phone/Ernail Category Subcategory Compliance Method Florida Engineer or Architect Name who devi the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By SMS A facts i Publieatiom i FBC Staff, j BC1S Site Ttap Unks j S—r > AppliCation Detail FL16048-R6 Revision 2017 Approved i. c RECEIVED MAY 31 2018 ST. Lu,;, _Cgunty, Permitting Tri-Built Materials Croup, LLC PO Box 70 RutlSerford; NJ 07070 (800)516-1485 davld.ruiz@tribuiltmg.com I HESE-PLANS AND ALL PROPOSED WORK David Ruiz ARE SUBJECT TO ANY CORRECTIONS david:ruiz@tribuiltmg.com REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO David Ruiz COMPLY WITH ALL APPLICABLE CODES. 250 Route 17 North East Rutherford, NJ 07073. (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i.. Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 C® DULLLCFILE 07/1812020 John W. Knezevich, PE z' Validation Che&l€st - Hardcopy Received Certificate of Independence FEt, ( 8 , C07 7.01.7 02 Clef INieminen.nrlr Referenced Standard and Year (of Standard] Standard CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Equivalence of Product Standards Certified By Sections From the Code ASTM D1970 ASTM G155 FM 4474 rRSA(fRI April 2012 (04-12) UL 1897 FC P ST. LUCIE COUNTY BUIL INN DI � l REVIEWED FOR COMPLIANCE REVIEWE"Y l DATE PLANS AND PERMIT MTST BE KEPT/ SITE OR NO INSPECTIONS) WILL(6E i N JOB MADE Year 2015 2005 2011 2012 2012 I Product Approval Method I Method 1 Option D Date Submitted 09/2512017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or "Name Description 16048.1 TRI BUILT Roof Und rlayments Self -adhering, modified bitumen roof underiayments Limits of Use Installation Instructions Approved for use in HVHZ: No. Ft-16048 R6 tI 201J Q9 TRI- Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on the systems overtop the self-adfic ring I FL, 6048• Rfi AE 2017 09 FINMt- underlayment for one particular application. See ER Section M FL10i-'8-Ff2&df 5.6.4 for details. 2,) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back iVext Contact U., :: 260I1. 81a1r Stone Road -Tallahassee FL 32399 phone: 850AW-1824 'the State of Florida is an AAfEEO employer. Co. vri At 2007-2011 Stare of Florida ::Privacy StatemenC:: ccessibtift Stateme :: Refund Statement Under Florida taw, email addresses are public records. If� not: want your e-ntah address released in response to a publfc-records request, do notrsend electronic mail to this entity. Instead, contact the office W phone or b1,' traditional mail. If you have any questions, please. contact 650.467.1395. 'Pursuant to Section 455,275 (1), Florida Statutes, effective October L, 2012, licensees.11censed under Chapter 455, F.S. must provide che-Department withal email address If they have one, The emafls provided may be usod for official communiratioil—1 the licensee. However email addresses arc public record. If youdo not wish to supply a personal address, please provide the Department with an Enfaii address wbic. i Can be made available to the public. Te delenrline if are a Iice:nsee under Chapter 455,. F:S., please cock.here . Product Approval Accepts: ME W rR sp Crock Card \ ,1r - 'ERD EVALUATION REPORT TRI-BUILT Materials' Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 SCOPE: This Evaluation Report is issued under Rule 61G20 construction materials in the State of Florida. The do P.E. for use of the product under the Florida Build products described herein have been evaluated for sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the herein. CONTINUED COMPLIANCE: This Evaluation Report is valid Quality Assurance documentation changes, or provisic this Evaluation Report by the named client constitL changes or the referenced Quality Assurance docume Evaluation Report relative to updated Code requiremf ADVERTISEMENT: The Evaluation Report .number piece advertising literature. If any portion of the Evaluation INSPECTION: Upon request, a copy of this entire Eva its distributors and shall be available for inspection This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT ##13 OXFORD, CT 06478 (203)262-9245 Evaluation Report A42960.10.12-Rb FL16048-R6 Date of Issuance:10/25/2012 Revision 6: 09/25/2017 and the applicable rules and regulations governingthe use of umentation submitted has been reviewed by Robert Nieminen, ng Code and Florida Building Code, Residential Volume. The compliance with the 6th Edition (2017) Florida Building Code 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 tes agreement to notify Robert Nieminen, P.E. if the product ntation changes. Trinity ERD requires a complete review of this ants 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. tion Report shall be provided to the user by the manufacturer or the job site at the request of the Building Official. ,att;tt,rt,,:,, --� t,,• . The facsimile seal appearing was authorized byRobert Nieraineo, P1. on 0125/2017, 'ibis does not serve as an electronically signed .dctament. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquirle or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does riot 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 Trinityi 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, \IJ TRINITY i ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Unde Ilayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sec ions of the 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. 2. STANDARDS: Section Property Standard Year 3.504.3-1. 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 Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: EntitV Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Prope (ties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Prope (ties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Prope (ties $44870r94.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Propel ties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Propel ties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Propel ties SC7645,02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04AS 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Contro Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) Quality Contro 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 AS�M 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 Meminen, 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 guidan.ceiunless 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 oirrent Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, H.C. ' Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 6" EDMON (2013) FSC NON-HVHZ EVALUATION FLi6048•116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6.09/Z512017 Page 2 of 6 ]TRINITYIERD 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: TIM n' TAl3Et ROOFrOUEisOf'Tli?i�t r d Asphalt Wood Shakes Underlayment Nail -On Tile Foam -On Tile Metal Slate Shingles I & Shingles i Tri-Built Sand-R SA Shingle I 3 Yes No No No Yes j Yes Underlayment i I ....__ ....._ ._ _.. _ . . __._._ ... ..... _... Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment i See 5,5.1 rEiFuil'A�mh Hr:�/P Yes i�o No Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations. ;Tlk8LE1.A^ACLfl1NASLE'iti`E�D3ESt�!Ef��NE}ERIA�'NtF[�T "' ,.. --' a.. ,, t.,n.�F,;:��ar CQt�flB(t�TATi(}NS�,�._. Adhesive Florida Produo Approval I Underlayments ICP Adhesives Polysee AH-160 j 171_6332 I Tri-Built S/A HT TU Underlayment Dow TlleBond" FL225 15 Tri-Built5/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 OSS; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; AST D41 primed structural concrete. While not required over plywood, OSBr Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the frl,nal 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-adhp ring Underlayment. 5,6.2 Band -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 prepare Id roof covering manufacturer`s Product Approval. For installations under foam -on the systems (Tri-Built S/A HT TU Undertayment only), insulation attachment shalt 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. Refer to Tile Manufacturer's or Adhesive Manufocturer's Florida Product Approval forOverturning Moment Resistance Performance. i Exteriov Research and Design, LLC. Evaluation Report A42960.10.12-116 Ceritf}Cate Of Authorization #9503 01 EomoN (2m± ,I, FBc NoN-HvHz rvALUATioN FLlGC48-AG TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09125/1017 Page a of 6 I I f j° _�`',1' 5.6.3 Bond Tri-Built Sand-R SA Shingle Underlaymient, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached .prepared roof coverings, base layer shall be attached per minimum codified requirements.. For, i 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 SysEems 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 loalld-path. The following (wind uplift limitations apply to direct -deck underlayment systems that are not addrlessed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A of FBC 1609 for determination of design wild 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 0I RESISTO EXTERIOR PRIMER Underlayment: Tri-Built 5/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 Elastocol 6009 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 bey driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure=-60.0 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 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, 5elf-adhered. Exterior Research and Design, I.I.C. I Evaluation Report A42960.10.12-R6 Certificate ofAuthorizatlan #9503 '6'" EDITION (2011) FBC NON-HVHZ EVALUATION FL150 F8-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 3 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/'fill 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 qu#fied design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/�PRI WD1, FM Loss Rrevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.1.0.1 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 in�Irtallation Tri-Built S/A. HTTU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippaae Limitations (TAS 103 oer FRISA/TRI Aoril 2012 (04-12)1: When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as follows. These slope limitations clan only be exceeded by using battens during loading of the roof tiles. iASLE 2 TIlE SLIPPAGE LiMITgNs F�iR QIRECT DFtK j ILE CIlISTAkLATICsNS . _::. „4 Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 I Luggedl Max. 10-tile stack 5:12 Max.10-tile stack (bottom 2=tile stack shall be inverted, followed by 8 tiles high 6:12 en slope, as shown below). Tri-5uilt 5/A HT TU Underlayment` Lugged Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Cerrificote of Authorization #9503 6 "EDITION (20.17) F8C NON-HVHZEVALUATION FL16048-RG TRI-BUILT Roof Undetlayments; (800),S16-1485 Revision 6; 09/25/2017 Page 5 of 6 s �{ •i'TRINITY 'TRINITYERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall 'be installed in accordance with TRI BUILT Materials Group, LLC published installation requirements slbject 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 SAShingle 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 Ihe requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof cdvering 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. Roil 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- riches, 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 124 ch o.c. For Valleys and Ridges: Cut underlaymentnto 4to 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 onlv): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as, a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for file 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.uf.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 O' EDITION (20171 F0C NoN-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800.) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 ELIS Home E Log In i Uscr Registration HurT Product Approval USER: public User d b r e K'rwt_r.Hs;4namvat Mr+:u a rvuutt ar hnoErnlinn St+s '.r . tty;• FLU Application Type I Code Version Application Status i i Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Ph one/Email I Category I Subcategory Compliance Method 67, NU Ny { Submit Surcharge Stats & Facts publications { FBC.Staff ( aCIS Site Map Links ! Search > AeroEntlan. U. It Application Detail Florida Engineer or Architect Name who developed the Evaluation Report I Florida License Quality Assurance Entity Quality Assurance Contract- Expiration Date Validated By Certificate of Independence I Referenced Standard and Year(ofStandard) .Equivalence of Product Standards Certified By 1 Sections from the Code FL17022-R7 Revision 2017 Approved 08/18/2017v. date reapply 06/21/17 ul Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 fivalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com Richard McKuhen 2-160 SW Poma Drive Palm City, FL 34990 (772)872-8034 rchard@emfab.net Roofing Metal Roofing RECEIVED MAY 31 2018 ST. Lucie County, Permitting Evaluation Report Front a Florida Registered Architect or a Licensed Florida Professional Engineer C. i Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704- Keystone Certifications, Inc, 04/22/2024 Zachary R. Priest, P.E. z .' Validation Checklist - Hardcopy Received FL17022 R7 COT FL 17022.1 5 V C'RIWM ssr ndf Standard Year TAS 125' 2003 UL1897 2012 UL 580 2006 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 3507,4.2 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 ResistantCompliant: FBC Sec.1507.4.3 Fastener 1(Methoad 1 Attachment): #9 x 1-1/2" Flex -Washer Head wood screw* to penetrate 3/1V min. thru deck or 5/8." embe4m* ent into good plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attac! penetrate 3/16" men. thru deck or to meet requirements) Underlayment: To be compliant iA t): #10 x 1-1/2" Hex -Washer Head wood screw* to embedment into wood plants. (*or sufficient length FBC Sec. Chart 1507.1.1 Sec.1507. See fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.S PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" O.C. - 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel w'Idth) ( 12" o.c. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 , #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report I015893.0I-450-18 05/02/14 Test Report F3366.01-450-18 12/19AS TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY--UL 1897--04 is equivalent to test standard UL 189712 *Oesign pressure margin Of Safety 2:1 r 5� 1 Locke Bowden, P.E. does not have, not will acquire a financial in1r}�ar'cgc�rn�iyfazturing or distributing products under this evaluation. vm" 1 Locke Bowden, P.E. is not owned, operated, or controlled by a ty co1ipad'¢0mb8%ftureP, or distributing products under this report. ° % ,, :G$ ��zG li3° 7 a K.P., FL 17D22."1 5V Crimp (26GA Steel), 2 `° Wide Roof Panel - Retails Limitations: 1. Undedayment to be compliance with current Florida Building Code (FBC)2017 61h ed. 2. Minimum slope to be compliant with Florida Building Code 2017 61" 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: I -D 4. Engineering analysis for "project specific approval by local authorities wfjurisdiction 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 61h 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. Deck: - ISGZ' or greater - Wood plank , FaOeners- WXI-I2"Min. or 10.1-V2" Min. per rate R' for Row &V 0jmp Rod Pdnel Spacing and De sign Pressures Hex Washer Head Wood Screws 24" Pane! Profile Nominal12" } Nominal l2" O.C. ( o.c, Fasten E9 1 1/2" Min. or 910 X IA/2" Min. per -fable "f1" Hex Washer Head Screw Spaced 12" o.c. across the panel Width Panel Refer to Table "X for Spacing Along Panel Overlap \ Length J`- Deck-15/32' or greater Plywood, or -Mod plank