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Home My WebLink AboutPRODUCT APPROVALOlin FA SCIS Home Log In User Registration Hot Topics Submit 5u¢Iwge Stars&Facts I Publitatlons FBC Staff BCIS She Map Links Search dbff'j3 rA:12 Product Approval yly USFR: publlC User � product, Menu > Protlun or AooOcazbn SemcM1 i Application List search Criteria FILE CPT Refine Search AUG 0 6 2018 Code Version 2017 FLk 16048 $T. LUCK Coynfyy permittin Application Type ALL Product Manufacturer 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 ALLImpa CONCEALED FASTENERS OR ATTACHMENTS Resistant ALL Design Pressure ALL ARE THE RESPONSIBILITY OF THE Other Other ALL CONTRACTOR OR RECORD Search Results - Aoalications FL# Tvoe Manufacturer Validatgd By sta us FL16048-R6 Revision Tri-Built Materials Group, LLC John W. Knezevich, PE Approved History Category: Roofing (954) 772-6224 Subcategory: Underlayments 'Approved by GORR. Approvals by FIRM shall M reviewed and ratified by the WT ana/o, the CommtiSPon 4 necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Plrone: 850487-1824 The State of Florida ra an AA/EEO employer. Coovnohl 2007-2013 Slate of Honda.:: peaty Statement :: Accollounv Statement :: aefund Stalement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publlorecords request, do not send electronic min to this army. Instead, contact the once by phone or by traditional mail. If you have any questions, please contact 850A07.1395. -Pursuant to Section 455.275 E ll, Florida Statutes, elktlive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 0 they have one. The ' math, provided may be used for official cammumcatton with the Ilcensee. However ema0 addresses are public record. If you do not wish to supply a parsonal address, please provide the Department with an aimed address which can be made avalyble to the public. To determine Nyou are a Ilttnses under Chapter 455, 65., please dick hOre . product Approval Accepts: ®92�F 1M Credit Card Safe THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS SCANNED REQUIRED BY FIELD INSPECTORS THAT BY MAY BE NECESSARY IN ORDER TO St. Lucie County COMPLY WITH ALL APPLICABLE CODES. � 1802� u0-A"- ST. LUCIE COUNTY BUILDING DIj�ION REVIEWED REVIEWER�RCOMPLIANCES/ &A( S1TE OR NO INSPECTIONS) WILIPBE MADE SCANNED BY St. Lucie County TRINITYI ERD EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A42960.30.12-116 PO Box 70 Rutherford, NJ 07070 (800)516-1485 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 ,r , products described herein have been evaluated for compliance with the 6v Editio; n (2017),_Florida Building; Code . sections noted herein. d;SL CflF.1 V'L'i 11 DESCRIPTION: TRI-BUILT Roof Underlayments LABEUNo: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I 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 thejob site atthe request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nleminen, P.E. Florida Registration No. 59166, Florida DCA ANE1993 The faaim0e ual appearing was authm'aed M Robert Nkminen, P.E,.n0 12512017. This does rot serve as an elensoniallysl8ned do .O M CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated -or controlled by any company manufacturing or 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. S. 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. I \I TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: 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 / 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 1997 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/rR1 April 2012 (04-12) 2012 3. REFERENCES: Knikit 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 Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R3 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-RI. 06/07/2017 UL, U.C. (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. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity(ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116 Certificate of Authorization 09503 a EDITION (20171 FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments; 1800) 516-1485 Revision 6:09/25/2017 Page 2 of 6 �I T JNITY I 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 IA. 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 W03, 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 underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. -TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 30-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) �- •1,,� __® _ Tri-Built S/A HT TU Underlayment Lugged Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certif ante of Authorization 09503 6r" EDITION 12017) FBC NON-HVH2 EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (gD0) 516-1485 Revision 6:09/25/2017 Page 5 of 6 j �I TRINITY I ERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: D 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 April 2012 (04-12) and are used in foam -on the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 3A 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-BuiltS/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 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 =-60.0 osf 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 5/A HT TU Underlayment, self -adhered. Exterior Research and Design, L C. Evaluation Report A42960.10.12-R6 certificate ofAuthorrsntion 09503 6' EDITION 12017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 \l I RINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6 PO Box70 FL16048-R6 Rutherford, NJ07070 Date of Issuance:10/25/2012 (800) 516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the a Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurancedocumentation changes. Trinityl ERD requires a complete review of this EvaluationReport relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl 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. Florida Registration No. 59166, Florida DCA ANE1983 The(ammM seal appeatvgws autl rri by RobertNiemiMn. P.E. on M1251N17. This does not carve as an etectmniolMsigned domment. CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD 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 I ERD is not owned, operated or controlled by any company manufacturing or 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. S. 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. �/ I RII�IITY I ERD 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 o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HTTU 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 manner that prevents tile 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 - Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certificote of Authorization K9503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (S M) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 eas Home i Lag In p user n'too id, i Hot Topics ! snbm¢surcher9a Start a Fads paEucatiirs i contact us I &Cis Site map I Links ( Seath Product Approval db'Or iblk User protlutt Approval Menu > PrM ¢! or Avvlirativn Seart'M1 > Application List Search Criteria RECEIVED AUG 0 6 2018 $T. Lucie Co fine ea ch 4nty, Permitting Code Version 2017 FL# 27150.8 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 Ceareh ReanIft - AnnRrartnnw FL# Noe Manufacturer Validated 8y status FL27150 New INTEGRITY METALS Diane Marotta, Pending FBC FL#: FL27150.8 P.E. Approval Model: Min. 26GA Steel 5V'Crimp Roof Panel (954) 776-8004 Description: Min. 26GA Steel SV Crimp Roof Panel over min. 15/32" _ 4-ply COX. plywood Category: Roofing Subcategory: Metal Roofing -Apprmad by DSFR. Approvals by reum snml be motored am raised by me RS analm LAP connotation it necessary. Contact_Us :: 2601 Ed., Stone Road. Tallahassee FL 32399 plane: 850-482-1824 The state of Final is an Adi employer. Coovriaht 2007-2013 State of Florida, :: ptivacv Statement :; Accesslblli v Statement :: Refund Statement 91 law, email addresses are public rewnls, If you do not want your e-mail address re@asdd in response to a public-remNs requssq do not serf ekRmnic fls entity. users, nodded Op, often by phone or by traditional mall. If you have any questions, please contact 850.487,1395. •pursuant to Section 455.275f1). it did, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. TM emalls of may be used for official communication with the licensee. However email addresses are unfair record. If you do not wish to supply a personal address, please the Department with an email address whkh can be made available to the public. To determine if you are a ficensee under Chapter 455, FS., please click here . Product Approval Ac ePtl: En 19 RME�M Credit Card Safe SCANNED BY St. Lucie County Integrity Metals Min. 26GA 5V Crimp Roof Panel Installation Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6`h ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-1) 4. Engineering`analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6`" ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. 3/8" PROFILE FASTENER PATTERN FIELD SPACING @ 16" O.C. PERIMETER SPACING @ 12" O.C. 6MR00F IaI ---t---------------- ; 1 �_—RIDGE--_----� ?'--------.__-----------i i ZONE1 ------------------- —sa —4a ,__.la a ZOIE1 \ \\.J,' /--- -------__.----_,-\ r 04, ,ra A INTEGRITYMETALS Vero Beach, FL 32960 n,J.f._C1.�.'w�!�'�..J!��!:��}•�Zxii ��li.�,�:�;��i='S,, 1 �;'f�nliSsi'til%iL��i! tii�� Lr: i �, Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G2O-3 Compliant Active Quality Assurance Program Product: Min. 26GA 5V Crimp Roof Panel FBC Sec. 1507.4.2 Yield strength: 49ksi 24" Coverage (Max.) Rib Height 3/8" Minimum 15/32" plywood over supports at maximum 24'r O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. X" penetration thru plywood supports 24" max. o.c. Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener (Method 1): #10 x 1-1/2" HiLo HWH fasteners w/ weather seal washer @ 16"O.C. at each seam and intermediate Rib. Fastener (Method 2): #10 x 1-1/2" HiLo HWH fasteners w/ weather seal washer @ 12"O.C. at each seam and intermediate Rib. Underlayment: To be compliant with FBC Sec. 1507, Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. Install Details: Table A Allowable Loads Method 1: Method 2: DESIGN PRESSURE* -63.5 PSF - 86 PSF SPACING 16" O.C. 12" O.C. Reference Data: Intertek Testing (TST-1527) REPORT # 14625.02-450-44 RO UL 580-06 *Design Pressure safety margin of 2:1 Certificate of Independence: Locke Bowden, P.E. does not have, nor will acquire a financial Interest in any company manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or distributing products under this report. `,ttutm nhrrrr r f 7 /1.P�O�;• V\CENSF'.F�.�i: • No.49704 seal •• STATE OF • -ij /0NA i k" ``�� Integrity Metals Min. 26GA 5V Crimp Roof Panel Installation Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6`h ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-1) 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 6`h ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report 3/8" PROFILE FASTENER PATTERN FIELD SPACING @ 16" O.C. PERIMETER SPACING @ 12" O.C. ZONE Z GABLE ROOF ial /-------------s ,a --�---- � t L------�"_ 7 -----------'I' —_ Ta — ---------------------- -fa ------------------------- tiZM3 APNEZ ZONE3— r i ZONE I \ `. LIIK "a