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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code C—t`ne Page 1 of 2 IBM lit M r ^IId3�kp3Rti2ntd BCIS Home 1 Log In User Registration i Hot Topics I Submit Surcharge i Stats & Facts i Publications 1 FBC Staff i BCIS Site Map i L Businesl�? (��i Product Approval Professi YIaI i :` ? USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail '�-—' FL # SCANNED FL16039-R7 Application Type BY Revision THEE PLANS AND ALL PROPOSED WONdt Code Version St. Lucie County 2014 ARE SUBJECT TO ANY CORRECTION'S Application Status Approved REQUIRED BY FIELD INSPECTORS THAT Comments MAY BE NECESSARY IN ORM TO Archived ❑ C0M,P Y VI T H ALL APPLI&45LE GO'DES. Product Manufacturer Dur525 Last Roofing Inc. CONCEALED FASTENERS OR ATTACHMENTS Address/Phone/Email 525 Morley Dr. Saginaw, MI (989) 753-6486 OExt 2296 ARE THE RESPONSIBIIJTY OF THE ajanni@duro-last.com CONTRACTOR OF RECORD Authorized Signature Janni Al ajanni @ d u ro-I a st. co m Technical Representative ALJanm Q Address/Phone/Email 525 Morley Drive ST., CIE COUNTY Saginaw, MI 48601 BUILDING DIVISION (800) 248-0280 REVIEWED ajanni@duro-last.com FOR C REVIEWED BY Quality Assurance Representative DATE - Address/Phone/Email LAN AND P MIT MUST BE KEPT ON JOB Category Roofing OR NO INSPECTION WILL BE MADE Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-74021 UL LLC 06/24/2019 Locke Bowden ® Validation Checklist - Hardcopy Received FL16039 R7 COI DRL12001.7 Evaluation Report 2014 FBC HV Standard ASTM D 4434 ASTM G 155 FM 4470 FM 4474 TAS 110 TAS 114(B, D, H&3) UL 1897 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt... 7/15/2016 Florida Building Code C '',ne Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/17/2015 Date Validated 12/17/2015 Date Pending FBC Approval 12/22/2015 Date Approved 02/10/2016 Date Revised 06/16/2016 FL # Model, Number or Name Description 16039.1 Duro-Last Roofing PVC Single -Ply Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16039 R7 II DRL12001.7 Evaluation Report 201 Approved for use outside HVHZ: Yes FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-1025 Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL16039 R7 AE DRL12001.7 Evaluation Report 20 HVHZ FINAL.Ddf . Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1924 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refun Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reques electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.13'- Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department w address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public r, not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To de are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: g 1 ® °q M BCCUril�'lIhTRICs' w1f; NW1115 http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtD qt... 7/ 15/2016 2014 Florida Building Code (5th Edition) \ 3 b a 5- BUILDING INFORMATION Mills,ign ' � Short 8 Associates Eight Hundred Eighth Street PHONE n3.ggaRB2 Vero Beach, Florida 32962 a LvtAarodeleamn ASCE 7—l0 Version 7.1 2004-20120 Building Permit Edition Wind Load Program JOB INFORMATION Wind Speed Nominal Gient Atlantic Conrtrunion&Roofing Ulterm, Wind Velaoty (mph) 160 Nominal Wind Veloury (mph) 1".9 Address 306 Angle Rd., Fen Pierca, M Exposure a Internal Pressure Endased Company Mills, Short&Associams freight above ground z -BI 0.0 Job Number 164360 Stnndord Wan Hd M-rt 1E.0 Prearn Jason W. Short. P.E. Mean Roar Hei ht h - R I1.0 Building Width n 30.0 TOPOGRAPHIC FACFOR Building Lra R 30.0 Roof Sloe x:12 03 Hi115hn a Flat - No Hill RoofM Ie d m 1.19 H R 0.0 a Ea eStri n 3.00 Lb n 0.0 End Zmm HU 6D0 n 0.0 Porn el Along Hear perimeter (it) 0.0 (rt 0.0 WIND LOAD DESIGN INFORMATION d APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION ri o WIDTH (feet) LENGTH (feet) Nominal Wind Load Pressures NOA Approval Number Max Pressure Per NOA Manufacturer Model Number EFFECTIVE WINDAREA (sgrt) MAXIMUM POSITIVE PRESSUBE(For MAXIMUM NEGATIVE PRESSURE(ps0 Monoslo a -Monoslo a 0-10 it N/A 3.0 3.0 9 11.2 -27.6 FL 16039-117 .52.5 PSF Dum-Last Roofing. Inc. system W-M4 z o Monoslo a -Monoslo a 0-10 it NIA 3.0 3.0 9 11.2 .46.4 FL 16039-R7 -52.5 PSF Duo -Last Roofing, Inc. S stem W-M4 a Monoslo a Monoslo a 0-10 it NIA 3.0 3.0 9 11.2 .69.8 FL 16039-R7 .52.5 PSF DM -Last Roofing, Inc. System W-M-4 'Note: For Zone 3 Mb"acing is 45. O.C. mm.' uo, "Note: 16 Fastrmrraanm. Board' See Pmdud A mval for Pattern " z_ I' 0 '''Note: Pull rest from D.mL.M.ppmved 0 or z O F s 0 0 W O Z Z W d O a Q 3 • •1 i z 44/ :Fc0 G��: CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)48D-3421 EVALUATION REPORT FLORIDA BUILDING CODE, r EDITION (2014) Manufacturer. Duro-Last Roofing, Inc. Issued December 17, 2015 525 Morley Drive Saginaw, MI 48601 043 AA www.duro4ast.com Manufacturing Plants: Saginaw, MI �` \ Jackson, MS J Sigoumey, IA Quality SCOPE Assurance: UL LLC (QUA1743) r'. In Category: Roofing Subcategory: Single Ply Roof System Code Sections: 1504.3.1, 1504.6,1507.13.2, 1515.1.1, 1515.1.4,1523.1.1, 1523.6.2 Properties: Wind Resistance, Physical Properties PRODUCT DESCRIPTION Products Specification Description Duro-Last Designer Series ASTM D 4434 Nominal 50-mil thick single -ply roof membrane composed of a Membrane thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim. The membranes are available as Rock -Ply® and Shingle -Ply® prefabricated sections or roil goods. Duro-Last Membrane ASTM D 4434 Nominal 40-mil (DL40), 50-mil (DL50), or 60-mil (OL60) thick single -ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim. The membranes are available as prefabricated sections or roll goods. Duro-Fleece Membrane ASTM D 4434 Nominal 50-mil (DF50), 60-mil (DF60), or 80-mil (DF80) thick single -ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim and backed with Fleece. Duro-Tuff membranes are available in the following colors: White for all thickness, and Blue, Copper, Charcoal, Green, Light Gray, Patina, and Light Tan for DF60 and DF60 only The membranes are available as roll goods. Duro-Fleece Plus Membrane ASTM D 4434 Nominal 50-mil (DFP50) or 60-mil (DFP60) thick single -ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim and backed with fleece. The membranes are available as roll goods. Duro-Tuff Membrane ASTM D 4434 Nominal 50-mil (DT50), 60-mil (DT60), or'80-mil (DT80) thick single -ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to bath sides of a polyester fabric scrim. Dure-Tuff membranes are available in the following colors: White for all thickness, and Blue, Copper, Charcoal, Green, Light Gray, Patina, and Light Tan for DT60 and DT60 only. The membranes are available as roll goods. DRL12001.7 FL#16039-R7 Page 1 of This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. r c. CREEK DRoofinguro-Last Membranes s PVC Single -Ply Roofing Membranes TECHNICAL SERVICES, LLC REFERENCES 9EWY Report No. Standard Architectural Testing, Inc. (TST1558) B8983.01-106-18 TAS 117(A) (1995� Architectural Testing, Inc. (TST1558) C0713.01-19.18 TAS 114(J) (1995 ) Certified Testing Laboratories (TST1577) CTLA 107R TAS 114 (J)(1995) Certified Testing Laboratories (TST1577) CTLA 107R-A TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-013-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-014-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-018-02-01 FM 4474(D) (20D4); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-021-02.01 Rev 6 ASTM D 1761 (2006r TAS 117(A) 8 (B) (1995); FM 4474 (2004). PRI Construction Materials Technologies (TST5878) DLRI-041-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-029-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-030-02.01 FM 4474(B) (2004); TAS 114(D) (1995) PRI Construction Materials Technologies (TST5878) DLRI-041-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-045-02-01 FM 4474(B) (2004); TAS 114(D) (1995) PRI Construction Materials Technologies (TST5878) DLRI-046-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-047-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-053-02-01 ASTM D 4434 (2009); ASTM G 155 (2005a) PRI Construction Materials Technologies (TST5878) DLRI-055-02-01 ASTM D 4434 (2009); ASTM G 155.(2005a) PRI Construction Materials Technologies (TST5878) DLRI-058-02-01 FM 4474(B) (2004); TAS 114(D) (1995) PRI Construction Materials Technologies (TST5878) DLRI-063-02-01 FM 4474(B) (2004); TAS 114(D) (1995) PRI Construction Materials Technologies (TST5878) DLRI-068-02.01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI.073-02.01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-073-02-02 FM 4474(B) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-077-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-077-02.02 FM 4474(0) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-07902-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-082-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-086-02.01 FM 4474(D) (2004); TAS 114(J) (1995); UL 1897 (2004) PRI Construction Materials Technologies (TST5878) DLRI-086-02-02 FM 4474(D) (2004); TAS 114(J) (1995); UL 1897 (2004) Trinity ERD (TST6049) 02733.01.05-1 FM 4470 (1992); TAS 114(J) (1995) Trinity ERD (TST6049) 02744.05.06 FM 4470 (1992); TAS 114(J) (1995) Trinity ERD (TST6049) D6760.08.07 FM 4470 (1992); TAS 114(J) (1995) Trinity ERD (TST6049) 02750.02.08 ASTM D4434 (2009) Trinity ERD (TST5049) 02762.03.05 TAS 114(D, H 8 J) (1995) Trinity ERD (TST5049) D35210.08.11-R3 ASTM D 4434 (2009) Trinity ERD (TST6049) 040260.03.13-1 TAS 110 (2000) Trinity ERD (TST6049) 040280.03.13 TAS 110 (2000) Trinity ERD (TST6049) D42320.08.12 FM 4474(0) (2004); TAS 114(J) (1995) Trinity ERD (TST6049) D44450.05.13.2 ASTM D 4434 (2009) FM Approvals (TST1867) J.I. 2M4A8 .AM FM 4470 (1992) FM Approvals (TST1867) J.I. 3Y5A6 .AM FM 4470 (1992) FM Approvals (TST1867) J.I. 1X2A7 .AM FM 4470 (1992) FM Approvals (TST1867) 4136ACAM FM 4470 (1992) FM Approvals (TST1867) 3005604 FM 4470 (1992) FM Approvals (TST1867) 3006989 FM 4470 (1992) FM Approvals (TST1867) 3008342 FM 4470 (1992) FM Approvals (TST1867) 3010289 FM 4470 (1992) FM Approvals (TST1867) 3010987 FM 4470 (1992) FM Approvals (TST1867) 3014929 FM 4470 (1992) FM Approvals (TST1867) 3015816 FM 4470 (1992) FM Approvals (TST1867) 3023458 FM 4450 (1989 FM Approvals (TST1867) 3026508 FM 4450-(19892 9 FM Approvals (TST1867) 3028508 FM 4450 (1989) FM Approvals (TST1867) 3032172 FM 4470 (1992) LE1' COP FM Approvals (TST1867) 3033314 FM 4470 (1992) FM Approvals (TST1867) 3040346 FM 4470 (1992) FM Approvals (TST1867) 3044466 FM 4470 (1992) FM Approvals (TST1867) 3040741 FM 4470 (1992) 'Standard test method has been found equivalent to FM 4474 (20D4) referenced by the 2014 FBC. Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS Duro-Last Roofing, Inc. PVC Single Ply Roofing Membranes 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3. Foam plastic insulation shall be installed in accordance with.the FBC Section 2603.4. 4. In the HVHZ, fastener spacing for insulation attachment is determined using a Minimum Characteristic Force (F') of 275 Ibf as demonstrated via testing to TAB 105. If the field tested fastener value is below 275 Ibf, then insulation attachment shall not be acceptable. 5. In the HVHZ, fastener spacing for base sheets or membrane attachment shall meet the minimum fastener resistance value and the MDP for the specified roof system. It is permissible for a qualified professional to submit a revised fastener spacing utilizing the withdrawal resistance value obtained from TAB 105 testing and calculations performed in accordance with RAS 117 and/or RAS 137, when the fastener resistance is found less than required. 6. In the HVHZ, if mechanical attachment through the lightweight insulating concrete to the structural deck is proposed, a field fastener withdrawal test shall be conducted in compliance with TAB 105 to determine equivalent or increased attachment densities. Revised fastener densities shall be submitted utilizing the withdrawal resistance value obtained from TAB 105 testing and calculations performed in accordance with RAS 117 and/or RAS 137. 7. For assemblies containing mechanical attachment, the allowable uplift pressure for the selected roof system shall meet or exceed the minimum design loads as determined In accordance with the FBC Chapter 16. For perimeter and comer roof zones 2 and 3, the attachment density may be Increased by a qualified design professional, as necessary, to meet the design pressure requirements in these areas. In the HVHZ, calculations shall be conducted in compliance with RAS 117 and/or RAS 137. 8. Reroofing applications shall be examined In accordance with FBC Section 1510 outside of the HVHZ and FBC Section 1521 within the HVHZ. For mechanically fastened roof systems, a field withdrawal resistance test (TAB 105 in the HVHZ; ANSI/SPRI FX-1 or TAB 105 in the non-HVHZ) shall be conducted by a qualified professional to ensure the fastener meets the minimum design load requirements of the roof system. For adhered roof systems, a field uplift resistance test (TAB 124 in the HVHZ; ASTM E 907, FM LPDS 152, ANSI/SPRI IA-1, or TAB 124 in the non-HVHZ) shall be conducted to confirm conformance of the existing to the minimum design loads. 9. For assemblies containing fully adhered or ribbon adhered attachment, or where extrapolation of the roof system is not permitted, the MDP for the selected roof system shall meet or exceed the minimum design loads as determined in accordance with the FBC Chapter 16 without augmentation. 10. Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 11. The minimum roof slope shall be 114:12 for new construction. 12. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. 13. Fasteners applied in rows may impart concentrated loads to structural components of the building. Designers should consider the fastener spacing of the.roof system in relation to the spacing of structural supports when selecting a roof system. DRL12001.7 FL#16039-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT Duro-Last Roofing, Inc. PVC Single -Ply Roofing Membranes The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'r Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 90: STATE OF :41� N % CERTIFICATION OF INDEPENDENCE 2015.12.17 07:58:07 -05t001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Installation (6pages) 2) APPENDIX B —Nomenclature and Approved Assemblies (22 pages) Ma�"I gy n y FL#16039-R7 Pane 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, orother product attributes that are not specifically addressed herein. Last Roaring, Inc. CREEK FILE � � + ��SI ' e PIyRoAP Membra ees ® TECHNICAL SERVICES, LLC INSTALLATION Note - Refer to the APPROVED AssEMeLrEs section of this report for specific installation details of a selected roof system. Unless otherwise specified in this report the following installation details shall be met for the named products: Component Product Installation Detail Dispensed using application gun for 2 full seconds into 7/16- Dow ENERFOAMTM Foam Sealant inch pilot hole drilled to a depth of 2.5-inch; Fasteners installed within 2040 seconds after dispensing Duro-Bond Plate 1302 3-Inch Induction welding plate for PVC membranes; welds not permitted at lap seams Duro-Last 34nch Metal Plates 3-inch x 3-inch square; 0.024-Inch thick Galvalume steel Duro-Last#14 Concrete Screw Min. 1.254nch penetration Into concrete Duro-Last Cleat Plates Min. 2 3/8-inch diameter, 0.035-Inch thick steel plate with cleats Duro-Last Duro-Coaled Hex Head Min. 1.264nch penetration into concrete Screws Duro-Last Fluted Concrete Nail Min. 1.25-inch penetration into concrete #14 screw; Min. 1-Inch penetration Into No. 2 wood truss; Min. Duro-last #14 HD Fastener 3/4-inch penetration through the top rib of thesteel deck or Fasteners & Plates through wood deck Duro-Last #16 Extra Heavy Duty Drill #15 screw, Min. 3/4-inch penetration through the top rib of the Point Fastener steel deck or through wood deck Duro-Last Auger Fastener Min. 2-inch penetration into substrate Durc-Last Auger Plates 'Min. 2-inch diameter steel plate Durc-Last Poly -Plate Min. 2-inch diameter, 0.335-inch thick glass -filed polycarbonate plate with cleats OMG XHD Fastener #15 screw, Min. 3/4-Inch penetration through the top rib of the steel deck or through wood deck Straight Line Batten Bar TRUFAST DP #12 Fastener #12 screw, Min. 3/44nch penetration through the top rib of the steel deck TRUFAST 3" Metal Insulation Plate 'Min. 3-inch diameter steel plate Twin Loc Nails Min. 0.5-Inch thick; Extruded polystyrene (XPS) with Duro-Fold Undedayment Board polypropylene facer, Adhered boards shall be a maximum 4-ft x 4-ft Duro-Guard EPS Min. 0.5-Inch, min. 1.8 pcf EPS (HVHZ) or min. 1.5 pot EPS (non-HVHZ); Adhered boards shall be a maximum 4-ft x 4-ft Duro-Guard EPS Fan Fold :Min. 0.5-Inch, min. 1.25 pcf EPS board with polymeric film facer (non-HVHZ only); Min. 0.54nch, min. 1.8 pcf EPS (HVHZ) or min. 1.5 pcf EPS Insulation Duro-Guard EPS Fiberglass Facer (FGF) (non-HVHZ only) with fiberglass facer; Adhered boards shall be a maximum 4-fit x 4-fit Duro-Guard XPS Fan Fold Min. 0.5-inch thick; Extruded polystyrene (XPS) with polymeric facer, Adhered boards shall be a maximum 4-ft x 4-fit Duro-Last Duro-Guard ISO II -A Min. 0.5-inch thick; Min. 20 psi polyisocyanurate board with Duro-Last Duro-Guard ISO II-G various facers; Adhered boards shall be a maximum 4-ft x 4-fit -Duro-Last Duro-Guard ISO II-H DRL12001.7 FL#16039-R7 Page 1 of 6 Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use,. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DurD-Last Roofing, Inc. PVC Single -Ply Roofing Membranes APPENDIX A Component Product Installation Detail Duro Last Duro-Guard ISO III -A Duro-Last Duro-Guard ISO III-H Duro-Last Duro-GuaM ISO IV -A F LE COPY Duro-Last Duro-Guard ISO Foil Duro-Last Duro-Guard ISO HD Min. 24nch thick composite polyisocyanurate board; Adhered Composite boards shall be a maximum 4-It x 4-ft Duro-Last Duro-Guard ISOAD-A Min. 0.5-inch thick; Min. 90 psi polyisocyanurate board vrith Duro-Last Duro-Guard ISO HD-G coated fiberglass facers; Adhered boards shall be a maximum 4-ft x 4-ft Duro-Last Duro-Guard ISO HD-H Georgia-Pacific DensDeck, Dens Deck Min. 0.25-inch thick gypsum roof board with fiberglass facer, Prime Adhered boards shall be a maximum 4-ft x 4-ft Min. 0.28-inch thick; Min. 150 psi polyisocyanurate with coated JM Invinsa Roof Board fiberglass facers; Adhered boards shall be a maximum 4-ft x O- ft Min. 0.5-inch ASTM C 578 Type IX (HVHZ) or Type II (non- Insulfoam R-Tech Fan Fold HVHZ) Expanded Polystyrene with polymeric facers; Adhered boards shall be a maximum 4 ft x 4 It USG SECUROCK Gypsum -Fiber Roof Min. 0.25-inch thick gypsum roof board with fiber Board reinforcement; Adhered boards shall be a maximum 4 ft x 4 ft Olybond Classic Applied In 314 to 14nch wide ribbons Duro-Grip CR-20 Adhesive Apply in 3/4 to 1-inch wide ribbons Insulation Adhesive Duro-Grip Insta Stik Apply in 314 to 1-inch wide ribbons Duro-Grip OlyBond 500 Apply in 3/4 to 1-inch Wde ribbons Duro-Grip WeatherTite One Step Apply in 1/2 to 3/4-Inch wide ribbons Duro-Fleece CR-20 Membrane Adhesive Apply In 'splatter pattern" at a rate of 8lbs1100-ft Duro-Fleece Membrane Adhesive Apply in 314-inch wide ribbons Fully adhere at a combined rate 60-felgal (Apply 120-fe/gal to Duro-Last SB IV Adhesive both membrane and substrate). Coverage will vary depending Membrane Adhesive on porosity of substrate. Fleece backed membranes, Fully adhere at a rate of 100-112/gal to substrate only. Coverage will vary depending on porosity of Duro-Last WB 11 Adhesive substrate. Bare backed membranes: Fully adhere at a rate of 140-fe/gal to substrate only. Coverage will vary depending on porosity of substrate. Min. 3-inch tab with min. 1.5-Inch welded lap seam for adhered Duro-Last Membrane and induction welded systems; Side -laps shall be installed parallel to the direction of the wood trusses for mechanically attached systems over wood decks; Side -laps shall be installed perpendicular to the direction of the steel deck dbs.for Single -Ply mechanically attached systems over steel deck; For in -lap Membrane Duro-Fleece Pius Membrane attachment, the center of the plate shall be 1 1/4-inch from the tab edge; Min. 4-Inch lap for mechanically fastened systems and min. 3- FDUr0_Tudf Membrane Inch lap for adhered systems with min. 1.5-Inch welded lap seam; Side -laps shall be installed parallel to the direction of the FL#16039-R7 Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this re This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes specifically addressed herein. 2of6 is -valid. are not CREEK TECHNICAL SERVICES, LLC Duro-Last Roofing, Inc. PVC Single -Ply Roofing Membranes APPENDIX A Component Product Installation Detail wood trusses for mechanically attached systems over wood Duro-Fleece Membrane decks; Side -laps shall be installed perpendicular to the direction of the steel deck ribs for mechanically attached systems over steel deck; Duro-Last Fascia Bar Duro-Last Fascia Bar Cover Duro-Last Fascia Duro-Last Snap Coping Edge Systems Designed by others and installed in accordance with Duro- Last's current, published installation Instructions. Duro-Last 2-Piece Metal'T-Edge° Duro-Last Drip Edge Duro-Last 2-Piece Compression Edge Duro-Last Vinyl Coated Metal Duro-Last Gravel Stop Celcore S-1 Deck is treated by applying a continuous film with a broom prior to placement of the Celcore lightweight concrete Min. 300 psi Celcors MF with HS Installed over min. 22 ga., 0.5% vented, B-Deck; Slurry coat min. 1/6-Inch thick; 1-inch thick EPS board (1 Ibse); Min. 2- Cellular Lightweight Concrete Rheology Admixture inch thick topp coat; Celcore PVA curing compound applied at rate of 300 R9 al Min. 300 psi Elastizell with Zell -Crete Fibers Slurrrryy coat min. 1/4-Inch thick; Min. 1-Inch thick EPS board (1 Ibs/ft'); Min. 2-Inch top coat; Min. 225 psi Cellular Lightweight Concrete Insulation/Cover Board Fastening Patterns Description Fastening Pattern 5per4Bxa d board iR O e 0 Max. 6.4e contributoryarea perfastener FILE COOPY DRL12001.7 FL#16039-R7 Page 3 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G26-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Duro-last Roofing, Inc. PVC Single -Ply Roofing Membranes APPENDIX A Insulation/Cover Board Fastening Patterns Description Fastening Pattern R board OF I L E" COP O O (Max. 6ft' contributory area perfastener -I 12per4Rx 8 ft boardo O © op 8 � O Max. 2.67ft2 contributory area per fastener 9 - T ` O O f6per4 Rx 8 fit board OO OO o0 Max. 2.Ofe contributory area perfastener DRL12001.7 FLk16039-R7 Page 4 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any productchanges or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 4 � 11 .� V%. CREEK TECHNICAL SERVICES, LLC Duro-lasl Roormg, Inc. PVC Single -Ply Roofing Membranes APPENDIX B The following naming. conventions are utilized to specify products in the Appaaweo AsseMaLms section of this report. Refer to the nomenclature below when deciphering the allowable products for use in the selected roof system. Installation requirements shag be as noted in the Appkoyen Assmaues and INSTA IFION section of this report. Name Definition Approved Insulation One or more layers or combinations of mofing insulation listed in this report or approved under rule 81G20 . such as gypsum, pedite, polylsocyanurate, polystyrene, orwvod fiberboard. Insulation shall be preliminarily secured unless otherwise noted. As Tested Information provided to the report user based on the as tested condition of the roof system CR-20 Duro-Reece CR-20 Mombrona Adhesive; For use with OF orDFP AD decks shall be designed by omem In accordance with FBC requirements. As Tested dock construction details are described as follows: Canoem Deal, Min. fa=2.500 psi at 28 days CWFDeck Min.25-Inch thick Tactum l cementltious woad fiber panels Deck Deface Steel Deck Min. 22 ge (Fr = min.33 all hcadors on Tth0 kai) Wide Rib Deck (Type WR) conforming to ANSMOt-Rcl-0 R FBC; 0.5% Vented for LWIC no rmmencatum is used to further describe the As Testedcandillan: FCh Number dh #12-24 HWH sell-0ri0ing screws or equivalent fastener at each flute used to secure she deck to the structural su orte; Min. 1144nch pensimbon GQh Min. Grade dh of Sleet Deck L-1 Max span of Ch It P Min. 578-Inch diameter puddle welds at each flute used 0 secure Me deck to the structural supports Soh 114 %14 14WH x718' self-0dlMg screws of equivelam fastener sermed Ub-0rh o.c. along the panelside taps W 314-Inch O.D. flat washer used with lndcaled fastener Wood Deck HVH2: Min. 191324nch The followma nann thick APA Span -Rated plywood or wood plank for new construction alum is used to further describe the As Testedcondhtion: Tdl> Mr. Sh-Inch IMCAness of the plywood or wood plank LCh Max. span of 4h Inches 0.112-k#f>k42> 0.1134m: h x 23h&imh ring shank nafla; Seared 441> of fastenem d all intermediate supports and at the number <#D offasteners at the perimeter of each board akL-#i>/<#2> as ring shank nulls; Number <#I> of fasteners at all intemisdate supphxls and at the number 42> of fasteners at the perimeter of each board Hex-of}>/qr2> 1144nch x 2-inch has wood screws; Number q I> of fasteners at a0 intermediate supports and at the number 02> of fasteners at the permeter of each board DD Min. 114-Inch thickness Gemgia,Pacfic DensOec k DDP Min. 1l44nch thickness Ce rgfa-Padfic DensDeck Prime OF One ply of anyone of 0haficlowing produce: OF50, DF80, or DF80 membranes 10122 lges throughout the duration for which this report Is valid. This evaluation repo" does not express nor imply warranty, Instaffaaon, remnmended use, are not spedficallY addressed herein ®CREEK TECHNICAL SERVICES, LLC Dura-Last Roofug, lm PVC Singla-Py, Rooting Membranes APPENDIX B Name Definition DPP One ply of anyone ofthelcllowing products: DFP50 or DFP80 membranes OG-CR Duro-Grip CR-20 DG-IS Duro Grip Insta Stet DGGB Dero-Grip OlyBond 500 DG-OS Ouro-Gdp WeatherTile One Step DL One ply of any one of NB following products: OL 40, DL50, or DL60 membranes DL Plates 5015 Fasteners Dum-Lasl 3' Metal Plates and Dum-last At EW Heavy Duty Drill Point Fastener for Steel Decks or Wood Decks DL Plates 4 Fasteners Dun sl 3' Metal Plates and Dlw-I.es1014 HD Fastener for Steer Decks or Wood Docks or Durc ast 014 Concrete Screws for Concrete Docks DT One ply of any one of the following potlucks: DT50. DTGO, or DT80 membranes DUmBo d Duro-Bond Plate 1302 with Duro-Last 014 HD Fastener for Wood Decks or Steel Docks or Dum-Last 014 Concrete Screw for Conemte Decks Duroo-Gnp Ribbon adhered with any one of the following products: Dim -Grip CR-20. Duro-Grip Insta Stik, DumGdp OySond 600, u Dum-Gip WeatherTlle One Step Dum-Guard One or moth layers of the follovdlg products: DuroGuard EPS. Dumluard FPS FGF, Duro.Guard ISO IIA Duo Guom ISO II-G, Duno-Guard ISO 11-H. Du c Guard ISO IIIA Mro Guard ISO III-H, OuroGuard ISO IV -A, or Duro Guard HD Composite Duro{ivanl ll One or mare layers of the follmMng products: DuroGuard EPS. Duro-Guard ISO II.& Duro-Guard ISO II•G, or Duro-Lesl Dun Guard ISO 1141 EPS DuroGuard EPS FGF DumGuaN EPS Fiberglass Facer (FGF) HD -A Duro-Guard ISO HDA HDG OuroGuard ISO HDG H" Dun>Guard ISO HO41 Il-A DumGuard ISO II -A Il-G DuroGuard ISO IIG 1144 Duro-Guard ISO 11-H I11-A Dum-Guard ISO III -A 111•11 Duro-Guard ISO 111-H IV -A Duro-Guard ISO IV -A LWIC Pc uredin-place; Cellular Lightweight Concrete with encapsulated insulation boam DRL12001.7 FL016039427 quality assurance changes throughout the duration for which this report is valid. This evaluation report does not cVms her Imply warranty, Installation, recanmendW use, or product attributes that are rot sped6cally addressed herein. ®CREEK TECHNICAL SERVICES, LLC Duro"st Racing, Inc. PVC Single -ply Roofing Membranes APPENDIX B Name Definition MOP Maximum Design Pressure Where assemblies are used to recover an edsfing roof, the existing roof shall wnalst of only one layer of rwfing, Le. moo"Img a previously Recover recovered root Is not permitted. Remover roofing shall be conducted In compliance with FBC Section 1510 outside of the HVHZ and FBC Section 1521 Wthin the HVHZ Far medaniwlly fastened assemblies, the existing mot insulation thickness may be contributory in meeting the minimum Insulation thickness requirements fora given mot system. SB N Ouro4Last SB IVAdhaslva; For mevvlth DL, or DT SR USO SECUROCK gypsum -fiber mot board, Min. 114-inch thidumas INS It Dumtast WB ll Missive; For use with DF, DFP, DL, or DT, r Mars AMME-111�MM." DRL12001.7 FL#16039-R7 Page 3 of 22 This evaluation report Is prodded for Stale of Ronda product approval under Rule 6113203. The manufacturer shall roily CREEK Techninal Somloes, LLC of any product changes or quality assuranw changes thmughwt the duration for whah this report Is vend. This evaluation report does not express nor Imply vrmranty, Imrs lallon, mcommended use, or other product atbibures that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, I I C Dum- ast posting, Inc. PVC Single -Ply RooMg Membranes APPENDIX B The following notes shall be observed when using the roof system tables below. 1. MDPs were calculated using a 2:1 margin of safety per FBC Section 1504.9 and 1523.4. MDP must exceed -45 pat for use in the HVHZ 2. Refer to Lmlrrsvrm s and Nos E c"Tuae sections of this evaluation when using the table(s) below. Items lrafinned refer to specific nomenclature used In this report. 3. Refer to burrs,AmoN section of this report for Installation detail when the information is not explicitly stated for the selected roof system. 4. The cn-center (o,c,) spacing given Is the maximum allowable attachment spacing for the rated roof system. 5. As Tested Information for roof deck construction is provided for Information only. The addition of the As Testeddeck information does not obviate the requirement for national design of the roof deck and roof deck attachment in accordance with FBC requirements. Roof System Numbers and Definitions Assembles with All Layers Adhered war Concrete Deck New V E nistin Ca Assembles with Adhered Membranes over Iroulated Concrete DBO1 New Edson W Rec*yerl Mechanka Fastemd Assemblies over Concrete Dock New Ecsti , on Rec InducGw Welded Assemblies over Concrete Dedr New Exiting,or Recover) Assembles WM All Layers Adhered over CWP Deck New or Edstin ' MechonicaRy Fastened Assemblies over CWF Deck New F sUno, orRecore Assembles won Al Layers Adhered war Gypesse Deck New or Existing) LI ht mi ht Cone¢ Assemblies won All I-ayemAdhered over Conmte Deck New or Eds Mochamcally Attached Ughtwelght Insulating, Conceals Assemblies ever Concrete Deck New or Existing) ti ht Concrete Assambliee moth All lavers Adhered over Steel Dec New or E+Istl MachartIcally Attadred Lightweight Insulating Concrete Assemblies war Steel Deck New or Existln RewverAssembles moth Ali Layers Adhered Wchanically Fastened Recover Assemblies Assemblies wlh Al Layers Adhered over Steel Dec New or EAsti Assembles wth Adhered Assemblies over Sled Dark New, Usling or Remo Mechanically Fastened Assembles over Steel Dec New Existing. or Recover) Induction WeldedAssemblies over Steel Deck New, Eldsting, or Remove W- Mechanically Fastened Assembles over Wood Deck New or Fidstbq,or Recover Inductive Welded Assembles over Woad Dec New, Fxdsti,and Remove Assemblies wihA11 Layers Adhered over Concrete Deck INew or Existing) System Base Layer Base Insulation Attachment Top Layer Top Insulation Membrane Attachment MDP No. Insulation Insulation Attachment s EPSFGF, 11-A,11-G, Dum-Gnpribbm CA-1 Min. O.Slnch Dum-Grp ribbon adhered IM. lll-A, 11FH, IV -A, adhered W. DT, OF or MIS ll, S8 N, or CR-20 -60 Duro-GueN II 72-inch o.n R6A, HDG, HGlI, 12-Inch c.c. DFP (Lim. 9) DDP. crSR GA.2 - _ DL SB IV -1025 Lim. 9 C-A3 DL WS II 427.5 (Lim. 9 FLrr16039RT Page 4 of 22 61G203. The manufacturer shall wtily CREEK Tactical Services, LLC crony product changes or This evaluation report does not express nor Imply warranty, installation, recommended use, or other F� COPY CREEK TECHNICAL SERVICES, LLC Duru-last Roofing, tie. PVC Single -Ply Roofing Membranes APPENDIX 8 Machanimlly Fastened Assemblies over Wood Deck New Fsistn or Recahre _ System - Deck Detail Thermal Insulation - Insulation Attachment - Membrane Membrane Attachment MDP No. Border s Duro- ast #15 Extra Heavy Duty Drll Point Min. 0.5-Inch Fastener and Dur Last Poly -Plates or Cleat W-M-2 T19/32, L24, D.113aV6 required Approved Preliminarilyseeured DT Plates fastened(Inch o.o. within 64neh Wide (L m57) Insulation laps spaced 114�nch o.c.; fastener centered 2- Inches from edge attests A W-M3 �— t lie>ry t-_ //'' 'Oa„ON4f - �, , DuroUrst#1¢HDFastenoraod Dun4. sS at Iesor Poy, 4es(ened6 nclia- / s2 �-^P Inshlstb`n\ uuma5ily ,.Y,;p4e--.,.,._ gtVwo911 imrs rNbin6-1 x l204=h o m (Mm. 2 panetmlbn In tgd Llm'7.' ) ,nch Wss // r Min. O.Sinch -Duro-Last #15 E dra HeavyDuty Drill Point + W-M-0'.',s T19132, 1-24, 0.113.6M As e q Pprovad' PrelimNanysewred DL Fastaner and Dum.Lesl Cleat Plates or Po (,, -82.5 required Insulsfim //' Piat'esfaslened6-InCho .c. vAliun 3-Inch wide([ (LIm. 71 L.__._Jabss cad (i0.inUh O.C. Duro-Last 015 Extra Heavy Duty DO Point As Min. 1Slnch Fastener and Duro-Lest Cleat Plates fastened .52. W-MS T19/32, L24, Bd-6/8 Approved Preliminariysecured DL (inch an within 6=mch Wide albs spaced 57. (Lim. 7)requiredInsulation inch o.o (Screws located 2.7-Inches from tab edge) Min. 1.(inch Dum-Last #14 HD Fastener and Duro-Last 3. W-M-e T79132, L24, 8d{l8 As Appmvatl Preliminary sewretl OL inch Metal Plates fastened 6-inch o.. within 52.5 required Insulation ter center of (inch Woe tabs spaced 57dnch ox, (Lim. 7) Sealer 4725 arafled at 60 t2f al. Min. O.Sinch Dun -Lest #15 Extra Heavy DutyDtlll Point W-M-7 T19132, 1.24, 0.113-6(6 As Approved Preliminarily secured DL Fastener and DumLast Cleat Plates or Poly- .68 required Insulation Pules fastened (Inch o.e. within 6-inch Woe (Lim. 7) labs spaced 1211,Inch o.c. Du Lest #15 Extra Heavy Duty Drib Point As Min. 0.5-inch Fastener and Dur Last Poy-Plates or Died 4675 W-M-6 T19r62, L26, 0.113fV8 required Approved Preliminary secured DT Plates fastened(indh o.,x within 64nrh wide (Lim. 7) Insuation laps spaced 54-inch c.c.; fastener centered 1.25inchas from edge of tab ® W-A7-9 �� ClbiFTex-72I5 �A5-.�`. 7� '��PTIONAL� `-��'�C�leat -�Prermineiilc "'�`fN`_` �;Ouro;Lest#14HDFastenerand Du -Last Plates f erm� 6rjch dc'Intd�C�2. A9132 �_,�Appmr2d,- tya wss'1w Rim cenaf 6"+r'cUlwidetebs spac®y Lj im.. `�sufyfansr„ ��iS 0-IndhbrSealer472`eonieednat6Of'h/nal. FL410039R7 changes throughout the duration for which Ws report is valid. This evaluation report does act express nor Imply warranty, Installation, recommended use, or other Nat are net stsedflcally addressed herein. THE WOR.BO,'S. BEST R.O,OF. Home —, View Pull Test Request VIEW PULL TEST 190 RECORD DATA PULL RESULTS Pull Test Portal Request Date July 19, 2016 Complete Date July 20, 2016 Requested By John Ashenback Tech Number 495 Core Cut Repalr Name Jon Deck Type WOOD Building Dimensions 24X30 Building Height 20 Roof Type BUR Requester Affiliation contractor Requester Affiliation contractor Requester Phone Number 7722153306 Contact Person John Ashenback Contact Affiliation contractor Contact Phone Number 7722153306 Job Name Tim Address 306 Angle Rd. Fort Pierce, FL 34947 Notes Pull Test ID Note 1236 Pull #9 _ 1237 Pull #10 1238 ---_ ---Pull #8 1239 Pull #6 1240 Pull #3 1241 Pull #4 1242 _ - -Pull #4 1243 Pull #7 1244 Pull 2 1245 Pull #1 1246 Pull #5 DRAWINGS l co $25 ,iTe y90 ��sb ygo szs Lis 7Sa °025 PICTURES Pull LBS 750.00 625.00 825.00 490.00 590.00 525.00 490.00 525.00 525.00 700.00 450.00 SIGNATURES phoWsfU ePuffrestMgmn s/190—AMa iglpg ADMIN SECTION Closed Comments h�- phatosMvePu➢1WS1gwW--V190_TecM1gdpg Mark as Complete & Processed? No © 2016 Duro-Last Roofing, Inc. All Rights Reserved Toggle Live/Test Environment Logout