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HomeMy WebLinkAboutPRODUCT APPROVAL9/17/2015 f Florida Building Code Online �r Professional Regulation INS BCIS Home I Log IL 1 User Registration I Hot Topics I Submit Surcharge I Scats& Facts I Publications I FBC Staff I BCIS Site Map I Links 1 Search "$+ W1 Product Approval y USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email SCANNED BY St. Lucie Countv Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL14083-R9 Revision 2014 Approved G -ST. LUCIE COUNTY BUILDING DIVISION FOR REVIEWED W DATE //•O� MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Carlisle SynTec Systems 1285 P.O. Bolxner 7000ighway PUNS AND ALL PROPOSS THEE O WORK Carlisle, PA 17013 (717) 245-7000 ARE SUBJECT TO ANY CORRECTIONS malpezzi@syntec.carlisle.conRE©UIRED BY FIELD MSPEC"S THAT Joe Malpezzi GAY BE NECMA%Y IN ORDM TO malpezzi@syntec.carlisle.cor Oi` 4P.LY WITH ALL APPLICABLE CODES. Robert Patton 1555 Ritner Highway Carlisle, PA 17013 (717) 245-7264 Robert. PATTON@syntec.carlisle.com LE- �,�•_�g Y;ingle Ply Roof sytef t=3.9,. ..tS� Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nieminen CONCEALED FASTENERS OR ATTACHMENTS _ the Evaluation Report _ Florida License PE-59166 ARETHERESPONSIBIUTY-OFTHE Quality Assurance Entity UL �tr CONTAAGfOA OF AECOAO - - ---- --- - - — Quality-Assurance:Contraet Expiratio[ Date ,6/_OS/2016 - " - - -- - — - Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By (j Validation Checklist - Hardcopy Received FL14083 R9 COI 2015 01 COI Nieminen.odf Standard ASTM D6878 FM 4470 FM 4474 Year 2008 1992 2004 Sections from the Code htlps:IAvww.floridabuildirg.org(pr/pr_app d0.aspx?param=wGEVXQwtDgtGLR%2byCByIJmTUImMQIToYNnophbSdEJ3HQZgz5srQZw%3d%3d 112 9/17/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of products I Method 1 Option D 04/20/2015 04/23/2015 04/25/2015 06/23/2015 FL # Model, Number or Name Description 14083.1 Carlisle Sure -Weld TPO Single Ply Thermoplastic Olefin (TPO) Single Ply Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL14083 R9 II 2015 04 FINAL A3 ER CARLISLE Sure -Weld TPO FL14083-R9.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE - 59166 Design Pressure: +N/A/-495 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application relates to Evaluation Reports one particular assembly. Refer to the ER Appendix all FU4083 R9 AE 2,015 04 FINAL ER CARLISLE Sure -Weld TPO FL14083-R9.Ddf systems max. design presssures. 2.) Refer to ER, Section 5 for Limits of Use. Created by Independent Third Party: Yes Back Next Conte :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EED employer. Coovdoht 2007-2013 State of Florida.:: Privacy, Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by tmdidonal mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . product Approval Accepts: ® ® —MA M Credit Ca SE is ME, + Li T, P https:/A t .floridabLilding.org/pr/pr_app tll.wpx?param=wGEVXQwtDgtGLRa/o2byCBylJmTUlmMQIToYNnophbSdEJ3HQZgz5srQZw%3d%3d 2/2 �/ I KINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR W IND UPLIFT. RESISTANCE Table Deck Applicatlon Type Description Page 3A Wood New, Reioof.(Tear-Oft), Recover C Mechanically Attached Insulation, Bonded Roof Cover 4 SB Wood New, Reroof,(Tear-Off), Recover D-1 Insulated, Mechanically Attached Roof Cover 4 1C Wood New, Reroof (Tear -Off), Recover D-3 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 5 1D Wood New, Reroof (Tear -Off), Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 5 1E Wood New, Reroof (Tear -Off), Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 5 2A Steel or Cant. New, Reroof (Tear -Oft), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6-9 2B Steel or Cont. New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 10-15. 2C Steel New, Reroof (Tear -Off), Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 16 21) Steel or Conc. New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Stress Plates) 17-20 2E Steel or Conc. Ne,,R� rcof(Tear-Off), Recover D-2 Insulated, Mechanically Attached Roof Cover(RUSS Strips) 21 3A Concrete New, Riroof(Tear-Off) A-1A Bonded Insulation, Bonded Roof Cover 22-25 3B Concrete New, Reroof (Tear -Off), Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 26 3C Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 27 4A LWIC New, Reroof (Tear -Off) A-1A Banded Insulation, Bonded Roof Cover 28 4B LWIC New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet,. Bonded Insulation, Bonded Roof Cover 28 4C-1 LWIC over Steel New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 29 4C-2 LWC over Conc. New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 30 5A CWF New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 31 6A Gypsum Re roof(Teor; Off) A-1 Bonded Insulation, Bonded Roof Cover 32 6B Gypsum Reroof(Tear; Off) F Non -Insulated, Bonded Roof Cover 32 7A Various Recovef I A-1 Bonded Insulation, Bonded Roof Cover 33-34 7B Steel Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 35 7C Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 36 _ 7D Steel Recover I D-2 Insulated, Mechanically Attached Roof Cover(RUSS Strips) 37 7E Various Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 38 7F-1 Various Recover F-1 Non -Insulated, Bonded Roof Cover 39 7F-2 Various Recover F-2 New LWC over Existing Roof, Bonded Roof Cover 39 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains [o abl ve-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper) codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plat s for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Sure -Seal HP Fastener with Sure -Seal Insulation Plate. Minimum 1-inch wood penetration. ➢ Steel Deck: Sure -Seal HP Fastener�with Sure -Seal Insulation Plate. Minimum Y.-inch steel penetration, engage the top flute of the steel deck. ➢ Concrete Deck: Sure -Seal HD 14-10 Concrete Fastener, Carlisle CO-10 or HP Concrete Spike (1/4) with Sure -Seal Insulation Plate. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C33680.09.10-R9 for FL14083-R9 Certificate of Authorization#9503 Lt 0 Revision 9: 04/20/2015 Prepared by: Robert Nieminen, PE-59166 - �Appendix 1, Page 1 of 39 LLkkfflllf C' ",l I KINITY J ERD 3. Unless otherwise noted, Insulation may be an one layer or combination of polyisocyanurate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the qA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1 05y1, and, for foam plastic, FBC Chapter 26, when Installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightwellight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached membrane), whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System 6. Unless otherwise noted, insulation adhesive: ➢ Carlisle FAST 100, FAST 100 LV (full): ➢ Carlisle FAST 100, FAST 100 LV (ribbon): ➢ Carlisle Flexible FAST (full): ➢ Carlisle Flexible Fast (ribbon): ➢ Carlisle FAST Dual Cartridge: ➢ Carlisle FAST Bag in a Box Adhesive (BIA ➢ OlyBond 500 (OB500): i D Note: When multiple layers(s) of insular ➢ Note: The maximum edge distance fron 7. Unless otherwise noted, all insulations are R: Design Pressure (MDP) limitations. In no cas the thinner board listed below may be used a ➢ FAST 100, FAST 100 LV or Flexible FAST: ➢ OlyBond 500 (08500): 8. Bonded polyisocyanurate insulation boards sl 9. For mechanically attached components or p: Chapter 16, and Zones 2 and 3 shall employ ANSI/SPRI W D1. Assemblies marked with an 10. For assemblies with all components fully ban rational analysis is permitted. 11. For mechanically attached components over minimum requirements for the system. Testl 12. For existing substrates in a bonded recover o roof system (for recover) shall be capable of or ANSI/SPRI IA-1. 13. For System Type D, steel deck applications, tf 14. For Recover Applications using System Type SECUROCK Gypsum -Fiber Roof Board or SEC( The existing roof system shall be suitable far Exterior Research and Design, LLC. d/b/a Trinity's Certificate of Authorization H9503 Prepared by: Robert Nieminen, PE-59166 D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. lion rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published Instructions: Full -coverage at 1 gal./square. Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Full -coverage at 1 gal./square. Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. using OMG Bag -In -Box PaceCart 2 Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. using PaceCart or SpotShot Note: OlyBond 500 Green may be used where OlyBond 500 is referenced. 1/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. 1hesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. : or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then p-in for the equivalent thicker material listed in the table: MDP -157.5 psf (Min. 0.5-inch thick) MDP -187.5 psf (Min. 0.5-inch thick) maximum 4 x 4 ft. bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC :achment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and k• carry the limitations set forth In Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no ig decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the _ analysis shall be in accordance with TA5 105 or AN51/SPRI FX-1. ,f installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing g project design pressures on its own merit to the satisfaction of the AHI, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 be run with its length perpendicularto the steel deck flutes. insulation is optional. Alternatively, min. 0.5-inch HP Recovery Board, SecurShield HD or H-Shield HD or min. 0.25-inch to 0.625-Inch Dens Deck, Dens Deck Prime, Glass -Mat Roof Board or min. 3/8-inch Insulfoam R-Tech EPS or Fan -Fold may be used as a separator board, preliminarily attached prior to roof cover installation. mr application. Nis 041"XiON Evaluation Report C33680.09.30-R9 for FL34083-R9 Revision 9: 04/20/2015 Appendix 1, Page 2 of 39 15. For adhered membrane systems, side i shall be'minimum 2-inch wide sealed with min. 1.5-inch heat weld. 11 `J I KINITY ERD Unless otherwise noted, membrane adhesive application rates are as follows: Membrane Adhesive Method Rate Sure -Weld or Spectro-Weld Sure{WEld Bonding Adhesive Contact (both sides) 60ft/gal Sure -Weld or 5pectro-Weld Aqua Bae 120 Bonding Adhesive Contact (both sides) 120 ft'/gal Sure -Weld or Spectro-Weld Lbw VOC Bonding Adhesive Contact (both sides) 60ft/gal Sure -Weld Sure?Segl 90-8-30A Bonding Adhesive Contact (both sides) 60 ft'/gal Sure -Weld FleeceBACK A'qualBase 120 Bonding Adhesive Wet lay (substrate) 120ft/gal Sure -Weld FleeceBACK HydrbBdnd Water -Based Adhesive Wet lay (substrate) 100 to 133 ft /gal Sure -Weld FleeceBACK II FAST �I 1100,'FAST IOOLV, Flexible FAST I Wet lay (substrate) Full coverage at 100 k /gal or Ribbons spaced as noted herein, spread to 2-3 inch, roof cover set and rolled with 50 Ib roller. Spectro-Weld FleeceBACK j FAST)100LV, Flexible FAST Wet lay (substrate) 160 k /gal 16. For membrane systems attached using TPO 1Q-inch Pressure -Sensitive RUSS, the underside of the membrane which comes in contact with the tape shall be primed with TPO Primer. The membrane shall be secured by placing the primed portion onto the tape portion of the Sure -Weld TPO 10-inch Pressure -Sensitive RUSS and roll with a steel hand roller to ensure contact. 17. For adhered membrane systems, unless otherwisenoted: ➢ Reference to "Sure -Weld" membrane bellow also includes "Sure -Weld EXTRA" and "Spectro-Weld"; ➢ Reference to "Sure -Weld FleeceBACK"" Iddes 100, 115 and 135; ➢ Reference to "Sure -Weld AFX" includes I�FXII 120, AFX 135 and AFX 155; ➢ Reference to "Sure -Weld FleeceBACK" igclydes Spectro-Weld FleeceBACK applied in FAST 300LV (full coverage) only. 18. "MDP" = Maximum Design Pressure is thei resit jt of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 _... VRA All 06, f R l ID Evaluation Report C33680.09.10-R9 for FL14083-R9 Revision 9: 04/20/2015 Appendix 1, Page 3 of 39 I �/ I KINITY ERD TABLE21): STEEL OR CONCRETE DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER loss, altion Layer System S Y Roof Deck (See, Note 14) Roof Cover 1 MDP (psf) No. jTyq'e Attach Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld Min. 22 ga., type B, Grade 1 II 33 steel, 6 ft span, 5/8" Min. 1-inch, SC-125 diameter puddle welds 6" more layers; 1 r any r Prelim. Sure -Weldor Carlisle HP-X Fasteners and 6-inch D.C. 5.5-inch 90.5-inch o,c. 1.5-inch -52.5 o.c., side laps secured Ir attach Sure -Weld EXTRA Piranha Plates outside o.c. w/'h"-14x1"long long self- combination tapping hex -head screw 1 Carlisle HP-X Fastener (steel SC-126 Min. 22 ga., type B, Grade 33 steel min. Min. 1.5-in more h, i la�ers, one any Prelim. Sure -Weld or EXTRA only), Carlisle HD 14-10 (concrete 12-inch D.C. 5.5-inch 42.5-inch D.C. 1.5-inch -52.5 attach only) or CD-10 (concrete only) outside et 2,500 psi concrete combinatib co I or SpecSure-Weld or5pectro-Weld Fasteners and Piranha Plate Min. 22 ga., type B, Grade Min. 1-inch ,l n dr 33 steel, 6 ft span, 6/8" more layersl!an1 SC-127 diameter puddle welds 6" combinatio �(aptional Prelim. Sure -Weldor Carlisle HP-X Fasteners and 6-inch D.C.5.5-inch 138.5-inch D.C.-60.0 1.5-inch o.c, side laps secured 24" for recovers) all wed attach Sure -Weld EXTRA Piranha Plates outside o.c. w/Y"-14x1"long self- hy3/84nch`Isdfoam tapping hex -head screw R-Tech EPS or Fa n-Fold Carlisle HP-Xtra Fasteners and Min. 22 ga., type B, Min. 1.�5-1 II h, r one Prelim. Sure -Weld or Piranha Xtra Plates (steel only) or 1.5-inch SC-128 Grade 33 steel or min. or more laier9, any Sure -Weld EXTRA Carlisle HD 14-10 (concrete only) 6-inch D.C. 5.5-inch 138.5-inch D.C. -60.0 2,500 psi concrete combinatiim attach or Spectro-Weld or CD-10(concrete only) outside Fasteners and Piranha Plates I Carlisle HP-X Fasteners (steel Min. 22 ga., type B, Min. 1.�5-in h, r r one Prelim. Sure -Weldor only), Carlisle (concrete SC-129 Grade 80 steel or min. or more la ers, any attach Sure -Weld EXTRA (c ncret only) or CD-30 (concrete only) 6-inch D.C. 5.5-inch 138.5-inch D.C. outside outside -60.0 2,500 psi concrete i combination II or Spectro-Weld Fasteners and Piranha Plate Min. 1.5-inch, o'tear Min. 22 ga., type B, more layers any comhinatign (optional Loose Sure -Weld or Carlisle HP-X Fastener (steel only), Carlisle HD 14-10 (concrete 1.5-inch SC-130 Grade 33 steel or min. for recover) allowed laid Sure -Weld EXTRA only) or CD-10 (concrete only) 6-inch o.c 5.5-inch 91-inch D.C. outside -60.0 2,500 psi concrete by 3/8-inch l(isulfoam or Spectro-Weld Fasteners and Piranha Plate R-Tech EPS qr F n-Fold Carlisle HP-X Fastener (steel type B, Made Min. 1.e Prelim. Sure -Weld or only), Carlisle HD 14-10 (concrete 1.5-inch SC-131 33a., Grade 33 steel or min. la r or more la ers, ln any ,an attach Sure -Weld EXTRA Fast)ne CD-10(concrete only) 12-inch D.C.5.5-inch 54.5-inch D.C. outside -60.0 2,500 psi concrete combinat! rr{{ or5pectro-Weld Fasteners and Piranha Plate i 2-SslPiU:ii�.sYerte n Id B_ ste4 Its EDr4.1-.-0..44GkS SQ-132 ®0 �'i$d'e`z33tstlr€f"GAri'¢h• rq f2`Y Lf- .�YLS -yLocLD.FO.(conLLetY9.n) ton— I.oAtps! Q:=$G.)9.3t.P aLa o pt.$tm,Ml r ersanifTsttlba:Piat II Exterior Research and Design, I.I.C. d/b/a Trinity 1 ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 I it • d Evaluation Report C33680.09.10-R9 for FL14083-R9 Revision 9: 04/20/2015 Appendix 1, Page19 of 39