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HomeMy WebLinkAboutPRODUCT APPROVALT � , k BCIS tiome j Log In } User Registration Hot 7opicy i ,% ((l!�,,�t'[ USrg ER: vu�,c�u, oval '' a. it r1Zh'.....,,,.". 'rodac .ai in.n,+> FL ;f Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Pho ne/Erna 11 Category Subcategory Compliance Method Florida Engineer or Architect Name who the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration 0 Validated By Certificate of independence Referenced Standard and Year (of Equivalence of Product Standards Certified By Sections from the Code €m • E .ems 7 Su7ndtSuf,^.,tidrge sta[5 Fact, pubfitations i FSC Staff j Bcls site Map Links 4 Search 1 +,+, t>application Detail e RECEIVED FL16048-R6 Revision 2017 MAY 31 2018 Approved ST. Lucie Country, Permitting 01 Tri-Built Materials Gro FILE PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuilting.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073, (201) a4z@trio david. ruizr�trib u iltmaGar AMJrkANS AND ALL PROPOSED WORK BY REQUIRED FIELD INSPECTORS THAT MAY ORDER TO COMPLNECESSARY IODES. Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i..5 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 CONCEALED FASTENERS OR ATTACHMENTS UL LLC ARE THE RESPONSIBILITY OF THE 07/18/2020 CONTRACTOR OR RECORD John W. Knezevich, PE ,.j Validation Checklist - Hardcopy Received FE,:16(1_u8 R6 COT ?017 Oi �;L":; �!irn;ir7c>.n,nr;r rll Standard Year ASTM D1970 2015' ASTM G1S5 2005 FM 4474 2011 FRSA(TRI April 2012 (04-12) 2012 UL1897 2012 '�5gpa'uc' 1-C4� ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE j REVIEWE B DATE PLANS AND PERMIT MUST BE KEP ON JOB SITE OR NO INSPECTIONS) WILL BE MADE Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/�017 FL # Model, Number ci Name Description 16048.1 TRI-BUILT Roof Un erlayments Self-adheripg, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 TT 7017 0t3 Fj ;,. ER TRI- Approved for use outside HVHZ: Yes :�t131T t3.t..A33�:iv-S ft„2 f i) ,; f2c,,S�F 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 here n pertains to use Evaluation Reports of foam -on the systems overtop the self-adl eriny [s to€3 underlayment for one particular application.1 See ER Section I_tl L_�INr,1FRI AyMZUj;- 5.6.4 for details. 2.) Refer to ER Section 5 f Use. r other Limits of Created by Independent Third Party: Yes Back Kext r Contact U.s :: 2'01. 'ash r Stone Rood Tal ahossee FL 32399 Phone: 8s9.487-1824 'The State or Florida is an AAfEE0 employer. Copy alit 2007-2013 Stare of Florida :: Privacy Statement :: AaessibllLV Statement :: Revnd Statement Under Florida law, email addresses are public records, If ou do not want your e-mail address released fit response to a public -records request, do not: send electronic mall to this entity. Instead, contact the office by phone o by traditional mall. If you have any questions, please. contact 850,487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees Ifcersed under Chapter 455, F.S. must provide the Department With an email address If they have one. The entails provided may be used for offki.1 commumicatinn w th 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 wl ir.11 can be made available to the.public. To determine If you area licensee under Chapter 455,. F.S., please click here . �Pr�oduct Approval A++,Acceptw 1-^-^:r.� 11 FR Credit Card Sato 1 x � 4 -J 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 Box 70 FL16048-R6 Rutherford, NJ 07070 Date of Issuance:10/25/201Z (800) 516-1485 Revision 6: 09125/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governingthe 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 I for compliance with the 6t" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with he requirements the Accredited Quality Assurance Agency noted herein. I CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or proYisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client con$titutes 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 requir, ments with each Code Cycle. umber ADVERTISEMENT: The Evaluation Report npreceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evalua ion Report is displayed, then it shall be done,in its entirety. INSPECTION: Upon request, a copy of this entire Ev luation 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 throu Prepared by: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to a distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by 3. Robert Nieminen, P.E. does not have nor will acquir which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquir product. 5. This is a building code evaluation. Neither Trinityi project on which this Evaluation Report, or previous specifically for that purpose, 6. ': �jlil ;;.,;��•n``�' The facsimile seal appearing was authorized by Ruben Nicrninen, Pl. on 09/25/2012. This does not serve as an electronically signed .document. or will it acquire, a financial interest in any company manufacturing or y company manufacturing or distributing products it evaluates. a financial interest in any company manufacturing or distributing products for a financial interest in any other entity involved in the approval. process of the -RD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any versions thereof, is/was used for permitting or design guidance unless retained �. TRINITY ERD i ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement- TRI-BUILT Roof Und rlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the followings ctions of the 6u' Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations f Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1.504.3.1 Wind Resists ce FN1 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated YJeathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Pro erties ASTM D1970 2015 1507.3.3 Physical Pro erties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Enti Examinatio Reference Date ERD (TST6049) Physical Fro erties S40540.0113-1 02/19/2013 ERD (TST6049) Physical Pro erties S40540.11.13 11/19/2013 ERD (TST6049) Physical Pro erties S40540.03.14 03/26/2014 ERD (TST6049) Physical Pro erties S44870.04:14-2 04/02/2014 ERD (TST6049) Physical Pro erties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physica) Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530s0114-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05A4 05/28/2014 ERD (TST6049) Physical Pro I erties S40540.10.14 10/31/2014 ERD (TST6049) Physical Pro erties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated eathering SC8520.04.15 OS/27/2015 ERD (TST6049) Wind Resist nce SC14045.05.1-/-R1 06/07/2017 UL, LLC. (QUA9625) Quality Con rol Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) Quality Con -rol Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Under ayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlaymer)t, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built SJA HT TU Underlayment Its a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof Underlayment; meets (AISTM 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 underlayme t; meets ASTM D1970, S. 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 guida ce unless retained specifically for that purpose. 5.2 This Evaluation Report is not for usein FBC HVHZjurisdictions. 5.3 Fire Classification is not part of t�is Evaluation Report; refer to c,irrent Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization,N9503 6TH EDITION (017) FBC NON-HVHZ EVALUATION FL16048•R6 TRI-BUILT Roof Underlayments; (800).516-1485 Revision 6:09/Z5/2017 Page 2 of 6 I� 5.4 TRI-BUILT Roof Underlayments r specifically referenced within FBC Authority Having Jurisdiction for aF prepared roof covering. 5.5 Allowable Roof Covers: ER be used with any prepared roof cover where the product is roval documents. if not listed. a request may be made to the al based on this evaluation combined with supporting data for the u x T ata Rt�orCoVeR �Prloys Underlayment Asphalt ail -on Tile I Foam -On Tile Metal Wood Shakes Slate Tri-Built Sand-R SA Shingle Shingles I I & Shingles ' Underlayment ........._.. Yes No No No Yes I i Yes Yes _.._................................... _..... .i.....— Yes ._....._._.__...._..._ Yes Yes Yes Yes Tri-Built S/A HT TU Underlayment See 5.5.1 0 Yes No No Yes Yes Yes drl aYaXe_ _. 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. ;.-, ,� :_. �..�.'` TABLE IA AtLOyUABi:E�`iIIEADHESIUE/L(NOERIILYN}g��1TCt3J�161NAT{CiNS ri,?�..,,,," Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset" AH-160 L6332 i Tri-Built S/A HTTU Underlayment Dow TileBond'" F 22525 j Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Undo Underlayment applied to: > Plywood; ASTM D41 primed primed Southern Yellow Pine While not required over plywooc recommends priming the deck it TRI-BUILT Materials Group, LLC OSB prior to installation of the se 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle .Undl Underlayment applied to: a Dens Deck Prime; SECUROC For installation under mechan minimum requirements of the under foam -on tile systems (1 designed by a qualified design system in accordance with FM 1 Refer to Tile Manufacturer's or Adhesive Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A )lywood; DSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 ASTM D41 primed structural concrete. OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC the final roof cover is not slated for installation within 24 hours. Note: requires tongue -and -groove board decking be covered with plywood or f-adhering underlayment. Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A K Gypsum -Fiber Roof Board. :ally .attached prepared roof coverings, insulation shall be attached per repared roof covering manufacturer's Product Approval. For installations i-Built S/A HT TU Underlayment onlv), insulation attachment shall be rofessional and installed based on testing of the insulation/underlayment I74, Appendix D or TAS 114, Appendix J. Florida ProductApproval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. I Evaluation Report A42960.10.12-R6 CerrfjfcareofAuthorfaotion#9503 4EDIT I4LON(2017)FaCNON-HVHZEVALUATION PL16048-Rf> TRI-BUII T Roof Underlayments; {800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 5.6.3 5.6.4 Tri-Built Sand-R SA Shingle Underlo Underlayment applied to: > ASTM D2.26, Type I or 11 felt. For installations under mechanical] minimum codified requirements. Underlayment only), base layer sha 12). does not address wind uplift resista the underlayment forms part of thl underlayment systems that are not applications. Maximum Design P allowable wind loads, and reflects t per FBC iSO4.9 has already been of FBC 1609 for determination of desia }Y TRINITY%IERD Tri-Built S/A HT TU Underlayment or-Tri-Built Smooth HT S/A attached prepared roof coverings, base layer shall be attached per or installations .under foam -on tile systems (Tri-Built S/A HT TU be attached per minimum requirements of FRSA/TRI April 2012 (04- ystems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) ce of all underlayment systems beneath foam -on the systems, where load -path. The following wind uplift limitations apply to direct -deck ddressed in FRSAITRI Apr;] 2012 (04-12) and are used in foam -on the assure is the result of testing for wind load resistance based on e ultimate passing pressure divided by 2 (the 2 to 1 margin of safety lied). Refer to FRSA/TRI April 2012 (04-12), Appendix.A, Table 1A of wind pressures. #1 Maximum Design Pressure=-45.0 p'sf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having JurisdictiolI . Primer: (Optional) ASTM 341 or RESISTO EXTERIOR PRIMER Underlayment: Tri-BuiltS/A HTT�U Underlayment, self -adhered. : #2 Maximum Design Pressure =lElastoc Deck: Structurato meet project requirements to satisfaction of Authority Having Jurisdictio Primer: Soprema i600c Underlayment: Tri-Built S/A HT1U Underlayment, self -adhered. #3 Maximum Design Pressure =-150.0lpsf; Deck: Min. 15/32-inch II PA -rated BCX plywood (may be installed C-side up) to meet project ments requireto Satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall b2 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 we roller to ensure there are no voids, and ensure there are no voids/bridging atside and end -laps. #4 Maximum Desi Deck: Base Sheet: Underlayment: yressure = -bU.0 PSf: 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 (FB j 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rdtivs in the center of the sheet. Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 .6TN EDITION (2017) FBC NON-HVHT EVALUATION FL1 042-R6 TRI-QUILT Raiof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 5.6.4.1 For mechanically attached Base She or exceed that required under FRSA Alternatively, the maximum design design pressure determined in aca attachment density designed by a Commonly used methods are All Application Standard RAS 117. A Section 2.2.10.1 of FM Loss Prevent 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Under exposed for longer than 30-days aft Tri-Built S/A HT TU Underlayment 5.8 Tile Slippage Limitations (TAS 103 p When loading roof tiles on the un1l be as follows. These slope limltat+ tiles. ED 3 the maximum design pressure for the selected assembly shall meet RI April 2012 (04-12), Appendix A, Table 1A. ressure for the selected assembly shall meet or exceed the Zone 1 Jance with FBC 1609. In this case, Zones 2 and 3 shall employ an aallfied design professional to resist the elevated pressure criteria. /SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing 2mblies marked with an asterisk* carry the limitations set forth in n Data Sheet 1-29 (lanuary2016) for Zone 2/3 enhancements. yment or Tri-Built Smooth HT S/A Underlayment shall not be left . installation all not be left exposed for longer than 180-days after installation, rlayment in direct -deck tile assemblies, the maximum roof slope shall ns can only be exceeded by using battens during loading of the roof TtlESUPPgLtItITATINSF©RD)RCTDECTILEIf�15iALLATfONS� } iABLE2 I Maximum Underlayment Til Profile Staging Method Slope _....._ Flat Max.10-tile stack 6:12 ugged Max. 10-tile stack 5:12 Max.10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 I on slope, as shown below) r Tri-Built S/A HT TU i * Underlayment Lugged •: �+ Exterior Research and Design,LLC. Certificate of Authorization k9503 eo V (2017) FBC NON-IiVHT EVALUATION Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 5 of 6 k� wd 1 ERD TYI 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 tent, application, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underla Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1910 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-BUILTI 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 edg I . Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the sub Irate and unroll the remaining membrane as far as possible. Once the entire length of membra a 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 minim m 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 tfjesheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HT T,U Underlavment onlv): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guiddline. For foam -on tile applications, refer;;;) nce is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSAjTRI prii 2012 (04-12). Tile shall be loaded and stagedin a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herei, and TRI-BUILT Materials Group, LLC published requirements for the 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.chan ieilor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC, Evaluation Report A42960.10.12-R6 Certificate of Authorization ft9503 eit EDITIO (2017) F13C NON-liVHZ EVALUATION FL76048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 eC[S Name E Login !User RepfstraUon I Hut Topirs Submit Surcharge Stats S Facis i publications 3 FaC Staff i 805 Site Map Linkx ! Search b d`VProduct Approval •;�, USER: Doblic User a uu't.r.S aftn+val Menu > r'rotluC: ur A s�ic»Itrp +;arcD o- For,Cntton U-1 > Application Detail RECEIVED �r,-11 g y FL FL17022-117 Application Type Revision MAY 31 2018 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments 08/18/2017v. date reapply 08/21/17 Archived — Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 349'F'mmILE COPY (772)872-8034 Hvalidation@yaho Authorized Signature Richard McKuhen f (valldation@yahoo.corri Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 richard@emfab,net Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract, Expiratl Volidated By Certificate of Independence Referenced Standard and Year (of Equivalence of Product Standards Certified By Sections from the Code Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C..i Evaluation Report - Hardcopy Received o developed LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. Date. 04/22/2024 Zachary R. Priest, P.E. M; validation Checklist- Hardcopy Received FL17022 R-7 C_Ci FL 17022.1 5.V CQiMP ssr Ddf Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Compliant with Florida Building Code 20if (6th ed.) Compliant with Florida Product ApprovaQ Compliant: Keystone Certifications FBC Sec. 1507.4.2 ,ted to m 1*14111"1141 M11 I fWIT114,14,1111*1 irg M-151EVE-4 Sec. Chart IS07.1.1 A; 0", , "W'd, M, M. M.- FASTENER SIZE KeTerence Data; ARCHITECTURAL TESTING, JWC. TST ID#: I.S27 UL 530-06 1897-041 Test Report DM893.01-450-18 OS/02/14 Test Repo F3366.01-450-18 12119115 TAS 125-03 Test Report D05893,02-450-18 07/22/14 1 *EQU1VALMyCV-YL 1897-04 is equivalent to test Sh?ndDrd M 1897-12 *Design pressure maigin of safety 2:1 Locke Bowden, P.E. does not have, not will acquire a under this evaluation. Locke Bowden, P.E. Is not owned, operated, or contra report. 30 NV octal ins 4-4 during or distributing products 11 by al2y com"parom-Abp6hurep, or distributing products under this /7 FLI 1022.1 5V Crimp (26G, Limitations: 1. Underlayment to be compliance with current Florida Bi 2. Minimum slope to, be compliant with Florida Building C 3. Products are compliant for State of Florida product api 4. Engineering analysis for "project specific approval by IF 5. Fire classification is not part of this acceptance. Shear 6. Support framing in compliance wJFBC 2017 6u, ed., U Structural Loading. 7. This report does not imply warranty, installation, recon -0 Deck - 16P-Tor greater Plyt,wd, or - Wood plank 12" 12, ding Code (FBC)2017 61h ed. le 2017 61h ed., and per with Manufacturer's installation reference. Dval per Rule 61 G20-3. Compliance Method: I -D :al authorities w/jurisdiction is allowed by other registered engineers. iaphragm values are outside this report. pter 22 for Steel, Chapter 23 for Wood and Chapter 16 for product use outside of this report. Fasteners- -1/2' Win. or 1-112"Min. per1rable 'A' for, Row Facing and Design Pressures VasherHea'.Wood Screws 247 Nominal 12' S-VOrimp Roof Rind Fasten X 1-1/2" Min. or 910 x 1-1/2" Min. per -Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Wdth Panel Refer to Table 'X for Spacing Along. Panel Overlap Length 15132" or greater