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Home My WebLink AboutPRODUCT APPROVALin iGT 01WIPI 4b111111 t Florida Building Code Online Professional Regulation ® ^4 f BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Scats & Facts I Publications I FBC staff I BCIS Site Map I Links I Search I aProduct Approval SCANNED USER: Public User St. Lucie C®unttr Product Aonioval Menu > Product or AooliaBon Search > Aooliration List > Application Detail FL # FL14083-R9 O Application Type Revision $T. LUCIE COUNTY code version 2014 BUILDING DIVISION Application Status Approved REVIEW FOR CO LIANC REVIEWED BY Comments DATE Archived Q PLANS AND MIT MUST BE KEPT ON JOB OR Product Manufacturer Carlisle SynTec Systems NO INSPECTION WILL BE MADE Address/Phone/Email 1285 Ritner Highway P.O. Box 7000 Carlisle, PA 17013 (717) 245-7000 malpezzi@syntec.carlisle.com THESE PLVIS AND ALL PROPOSSO WORK Authorized Signature Joe Malpezzi malpezzi@syntec.carlisle.comARE SUBJECT TO ANY COMMONS REQUIRED BY FIELD INSPEC"S THAT Technical Representative Robert Patton UAY BE MUMMY IN ORM TO Address/Phone/Email 1555 Ritner Highway Carlisle, PA 17013 COMPLY MTH ALL APPLICABLE CODES. (717) 245-7264 Robert.PATTON@syntec.cartisle.comeA� �c py5 B A�qp C1f� CONCEALED FASTENERS OR NI IHCHMEM Quality Assurance Representative Address/Phone/Email ARE THE RESPONSIBILITY Of THE CORTRWOROPRECOM Category. Roofing Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �d Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nteminen the Evaluation Report Florida License PE-59166 _- -Quality-Assurance.En7 MkffQ ([_ -Quality-Assurance_Coottact_Expirati_on;Date '- - 0-6/OS/24l6 - - - - -__— Validated_By - _ - -_____ — - -_ --John W._Knezevich,_PE_ C+ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14083 R9 COI 2015 01 COI Nieminen.odf Standard ASTM D6878 FM 4470 FM 4474 Year 2008 1992 2004 httpl/www.floridabLildng.org/pr/pr_app_d0.aspx?param=wGEVX(1wtDc[tGLR%2byCBylJmTUImMQIToYNnophbSdEJ3HQZgzSsrQZw%3d%3d 1/2 10/22/2015 Florida Building Code ONine Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 04/20/2015 04/23/2015 04/25/2015 06/23/2015 10/19/2015 FL It 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 If 2015 04 FINAL AS 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 FL14083 R9 AE 2015 04 FINAL ER CARLISLE Sure -Weld TPO FL14083-R9.odf systems max. design presssures. 2.) Refer to ER, Section 5 for Limits of Use. Created by Independent Third Party: Yes back Next Contact Us :: 1940 North Monme Street, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Comdaht 2002-2013 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 traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.225(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 e. The smalls 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 click here . Product Approval Accepts: ® W 99 am CreditSAFE htlplhvww.floridabU]dirig.org/pr/Pr_app o.aspx?param=wGEVXQwtDq[GU2%2byCBylJmTUImMQlToYNnophbSdEJ3HQZgz5srQZw°/p3tl%3d 22 �I I RINITY ERD APPENDIX1: ATTACHMENT REQUIREMENTS FOR WINDUPLIFT RESISTANCE - - Table Deck Appllcatio� Type Description Page 3A Wood New, Reroof (Tear -Off), Recover C Mechanically Attached Insulation, Bonded Roof Cover 4 1B Wood New, Rim of (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 IE Wood New, Rem of (Tear -Off), Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 5 2A Steel or Conc. New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6-9 2B Steel or Conc. 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 2D Steel or Conc. New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Stress Plates) 17-20 2E Steel or Cont. New, Reroof (Tear -Off), Recover D-2 Insulated, Mechanically Attached Roof Cover (RUSS Strips) 21 3A Concrete New, Reroof (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, Fero of (Tear -Off) F Non -Insulated. Bonded Roof Cover 77 4A LWIC New, Reroof (Tear -Off) A-1A Bonded 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, Rerobf(Tear-Off) F Non -Insulated, Bonded Roof Cover 29 4C-2 LWC over Cont. 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 Reroof,(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 32 6B Gypsum Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 32 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 33-34 713 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 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 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHf. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress platles for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Sure -Seal HP FastQne�with Sure -Seal Insulation Plate. Minimum 1-Inch wood penetration. ➢ Steel Deck: Sure -Seal HP Fastener with Sure -Seal Insulation Plate. Minimum %-inch steel penetration, engage the top flute of the steel deck. ➢ Concrete Deck: Sure -Seal HD-14-10 Concrete Fastener, Carlisle CD-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 4stener manufacturers published installation instructions. Exterior Research and Design, I.I.C. Prepared by: Robert Ni minen,OPE 5/9166 rinityl l ERD ra r.�ri Copy Evaluation Report C33680•Append Appendix for I of 39 3. Unless otherwise noted, insulation may 61G20-3 and is documented as meeting 1 4. Minimum 200 psi, minimum 2-inch thicl installed through the LWIC to engage tf structural members shall be in accordant S. Preliminary insulation attachmentfor Sy: 6. Unless otherwise noted, insulation adhe! ➢ Carlisle FAST 100, FAST 100 LV (full) D Carlisle FAST 100, FAST 100 LV (ribt ➢ Carlisle Flexible FAST (full): ➢ Carlisle Flexible Fast (ribbon): D Carlisle FAST Dual Cartridge: D Carlisle FAST Bag in a Box Adhesive ➢ OlyBond 500 (0B500): ➢ Note: When multiple layers(s) of insu. ➢ Note: The maximum edge distancefn 7. Unless otherwise noted, all insulations are Design Pressure (MDP) limitations. In no c the thinner board listed below may be. use, ➢ FAST 100, FAST 100 LV or Flexible FAS ➢ OlyBond 500 (0B500): 8. Bonded polyisocyanurate insulation boards 9. For mechanically attached components of Chapter 16, and Zones 2 and 3 shall empl ANSI/SPRI WD3. Assemblies marked with,a 10. For assemblies with all components fully bt rational analysis is permitted. 11. For mechanically attached components of minimum requirements for the system. Te 12. For existing substrates in a bonded recover roof system (for recover) shall be capableit or ANSI/SPRI IA-1. 13. For System Type D, steel deck applications, 14. For Recover Applications using System Typ SECUROCK Gypsum -Fiber Roof Board or SE The existing roof system shall be suitable fc �I I RJNIIY J ERD layer or combination of polyisocyanurate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the QA requirements of F.A.C. Rule and, forfoam plastic, FBC Chapter 26, when installed with the roof cover. �t insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached membrane), whereby the membrane fasteners are iI 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 requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. cation 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. Ind/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. adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. )ck or taper board of the minimum thickness noted. Tapered polyisocyan u rate at the following thickness limitations may be substituted with the following Maximum all 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 Irop-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) ae maximum 4 x 4 ft. Ily bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and risk- carry the limitations set forth in Section 2.2. 1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. in 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 TAS 105 or ANSI/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 project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 membrane shall be run with its length perpendicular to 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. rer application. rEm Exterior Research and Design, LLC. d/b/a Trinity l E1'RD F I L COPY Evaluation Report C33680.09.30-R9 for FL14083-R9 Certificate of Authorization A9503 L� Revision 9: 04/20/2015 Prepared by: Robert Nieminen, PE-59166 �' Appendix 1, Page 2 of 39 i I! 15. For adhered membrane systems, side lapl shall �l I KINI- Y ERD minimum 2-inch wide sealed with min. 1.5-inch heat weld. Unless otherwise noted, membrane adhesive application rates are as follows: Membrane Adhesive Method Rate Sure -Weld or Spectro-Weld SureWeld Bonding Adhesive Contact (both sides) 60ft/gal Sure -Weld or Spectro-Weld Aqua, Base 1203onding Adhesive Contact (both sides) 120 ft'/gal Sure -Weld or Spectro-Weld Cow VOC Bonding Adhesive Contact (both sides) 60ft/gal Sure -Weld Sure;-Sea190-8-30A Bonding Adhesive Contact (both sides) 60 ft'/gal Sure -Weld FleeceBACK Aqua, Base 120 Bonding Adhesive Wet lay (substrate) 120ft/gal Sure -Weld FleeceBACK Hydro Bond Water -Based Adhesive Wet lay (substrate) 100 to 133ft/gal Sure -Weld FleeceBACK FASTl'i 100FAST 100LV, Flexible FAST ; li r Wet lay (substrate) Full coverage at 100 ft /gal or Ribbons spaced as noted herein, spread to 2-3 inch, roof cover set and rolled with SO lb roller. Spectro-Weld FleeceBACK FAST,100LV, Flexible FAST Wet lay (substrate) 100 ft /gal 16. For membranesystems attached using TPO by placing the primed portion onto the tape 17. For adhered membrane systems, unless oth ➢ Reference to "Sure -Weld" membrane ➢ Reference to "Sure -Weld FleeceBACK" ➢ Reference to "Sure -Weld AFX" include. ➢ Reference to "Sure -Weld FleeceBACK" 18. "MDP" = Maximum Design Pressure is the ri :h 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 in of the Sure -Weld TPO 10-inch Pressure -Sensitive RUSS and roll with a steel hand roller to ensure contact. noted: also includes "Sure -Weld EXTRA" and "Spectro-Weld"; les 100, 115 and 135; 120, AFX 135 and "AFX 155; les Spectro-Weld FleeceBACK applied in FAST 100LV (full coverage) only. f testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads 1 Exterior Research and Design, I.I.C. d/b/a Trinity ID FILI: A �,+ � � Evaluation Report C33680.09.10-R9 for FL14083-R9 Certificate of Authorization #9503 Revision 9: 04/20/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 39 I TRINITY ERD r TABLE 28: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TMR-OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck ( Top Insulation Layer No. See Note 1 ( ) Base I' 1 Ihsulation Layer Roof Cover/Adhesive MDP (psf) Type Fasteners Attach Min. 22 ga., type B, Min. 1.5!inch thick, SC-59 Grade 33 steel or min. layers, any combination, one or more loose laid Min 7/16-inch APA or TECO rated OSB See Nate 2 1 per 1.9 ft2 Sure -Weld /Aqua Base 120 BA -52.5 2,500 psi concrete I I Min. 22 ga., type B, Min. 1.51inch Polyiso HP-H, HP -Nor SC-60 Grade 33 steel or HP-W, HJeld, SecurShield, H- Min. 0.5-inch SecurShield HD Plus See Note 2 1 per 1.78 ft2 Sure-Weld/Sure-Weld BA or low -60.0 structural concrete CG, E'NRGY 3 or ACFoam II VOC BA 1'P�C.B� Shield hB'-yschShlek, a'e a oneo '. ra a_ ste .or, i m'e,.loo5-y�_d�l D nconcre- Carlisle Insulfast or OMG SC-62 Min. 22 ga., type B, Min. 1.Slin1.c thick, one or more Min 0.25-inch SECUROCK Gypsum -Fiber t112 Roofgrip with SecurFast Insulation 1 per 1 ft2 Sure -Weld / Aqua Base 120 BA, Sure- -60.0 Grade 33 steel layers, alny combination, loose laid Roof Board Fastening Plate or OMG 3 Weld BA or Low VOC BA y I in. Galvalume Steel Plate Min. 22 ga., type B, 1. Min.1.5-inch thick, SC-63 Grade 33 steel or min. combination, one or more loose laid Min 7/16-inch APA or TECO rated 058 See Note 2 1 per 1.9 ft2 Sure -Weld / Sure -Weld BA -75.0 2,500 psi concrete layers, any i L Min. 22 ga., type B, I (Optional) Olne I or more layers, any Min 2.0-inch ACFoam 11, Polyiso HP-H, H- SC-64 Grade 33 steel or min. comoinatio loose laid Shield, SecurShield, H-Shield CG, ENRGY See Note 2 1 per 1.6 ft2 Sure -Weld /Sure -Weld BA -75.0 20500 psi concrete Ir 1, 3 SC-65 Min. 22 ga., type B, Grade 33 steel or min. II (Optional) One or more layers, any Min. 2.0-inch SecurShield HD Composite, See Note 2 1 per 1.6 k2 Sure -Weld /Sure -Weld BA or Low -75.0 2,500 psi concrete combinaXlb loose laid H-Shield HD Composite VOC BA SC-66 Min. 22 ga., type B, Grade 33 steel or min. Min. �'15 inch layers, thick, one or more loose laid Min 0.5-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 1.6 ft 2 Sure -Weld /Low VOC BA -75.0 2,500 psi concrete any combination, r Min. 22 ga., type B, SC-67 Grade 33 steel or min. Min. 1.51mch layers, any combination, thick, one or more loose laid Min 0.5-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 1.6 ft 2 Sure -Weld /Sure -Weld BA -82.5 2,500 psi concrete I Min. 22 ga., type B, Min. one or more SC-68 Grade 33 steel or min. aIinc6[hick, layers, cl mbination, loose laid Min 7/16-inch APA or TECO rated OSB See Note 2 1 per 1 ft2 Sure -Weld / Sure -Weld BA -97.5 2,500 psi concrete , iy SC-69 Min. 20 ga., type B, Grade 33 steel or min. (Optional) Min. or more layers, 1.5-Inch thick, one any combination, Min. 0.625-inch SECUROCK Gypsum- See Note 2 1 per 1.33 ft 2 Sure -Weld / Sure -Weld BA -112.5 2,500 psi concrete loose I I Fiber Roof Board SC-70 Min. 1S ga., type B, Grade 33 steel or min. Min. 2-inIch layers, thick, one or more loose laid Min. 0.5-Inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 1.33 ft 2 Sure -Weld / Sure -Weld BA -112.5 2,500 psi concrete any combination, { I Exterior Research and Design, I.I.C. d/b/a Trinity I ER Certificate of Authorization #9503 ) Prepared by: Robert Nieminen, PE-59166 J rljjj D I ,�,•JUri �I .ice. �" :1 z.✓ Evaluation Report C33680.09.10-R9 for FL14083-R9 Revision 9: 04/20/2015 Appendix 1, Page 12 of 39 �I I RININ ERD TABLE 213: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (Teall-OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck 1 . I ' Top Insulation layer No. 1 Note See ( ) Base ( In sulation Layer Roof Cover / Adhesive MDP (psf) Type Fasteners Attach yPe:7_1. Sure-We1"r eeeeBAC Ai _ teel-0F3n k.onenu+Ior =i1ch�DansOetk to er -. fi0-kV ex (2,500 Ps'c�b a-aOYSomtilnat oosalai V0% , Carlisle Insulfast or OMG Min. 22 ga., type B, Min. 2-in Ih thick, one or more Min 0.25-inch SECUROCK Gypsum -Fiber #12 Roofgrip with Sure -Weld FleeceBACK/ FAST 100 LV, SC-83 Grade 33 steel layers, anI. combination, Iy loose laid Roof Board SecurFast Insulation 1 per 3.2 ft = ribbons max. 4-inch o.c. or full -45.0• Fastening Plate or OMG 3 coverage in. Galvalume Steel Plate Carlisle Insulfast or OMG Min. 22 ga., type B, Min. 241h thick, one or more Min 0.375-inch SECUROCK Gypsum -Fiber #12 Roofgrip with Sure -Weld FleeceBACK / FAST 100 LV, SC-84 Grade 33 steel i layers) an``y combination, loose laid Roof Board f[ = ribbons max. 4-inch o.c. or full -45.0 ' Fastening Plate or OMG 3 coverage g j�,1 in. Galva lume Steel Plate Carlisle Insulfast or OMG Min. 22 ga., type B, Min. 2-inih thick, one or more Min 0.625-inch SECUROCK Gypsum -Fiber #22 Roofgrip with Sure -Weld FleeceBACK/ FAST 100 LV, SC-85 Grade 33 steel layers, any combination, loose laid Roof Board SecurFast Insulation 1 per 5.33 ft2 ribbons max. 4-inch o.c. or full -45.0• Fastening Plate or OMG 3 coverage in. Galvalume Steel Plate Min. 22 ga., type B, Min. 1.5-inchi Polyiso HP-H, HP-N or SC-86 Grade 33 steel or HP-W, H-Shield, SecurShield, H- Min. 0.5-inch SecurShield HD Plus See Note 2 1 per ft2 Sure -Weld FleeceBACK / Flexible -45.0• structural concrete Shield CG, EP RGY 3 or ACFoam II FAST, max. 4-inch o.c. or full coverage Min. 22 ga., type B, Min.1.5-incF Polyiso HP-H, HP-N or SC-87 Grade 33 steel or HP-W, H-Shi Id, SecurShield, H- Min. 0.5-inch SecurShield HD Plus See Note 2 1 per 1.78 ft2 Sure -Weld FleeceBACK / Flexible -60.0 structural concrete Shield'iCGE�RGY3or ACFOamll FAST, max. 4-inch o.c. or full coverage Carlisle Insulfast or OMG Min. 22 ga., type B, Miiri�l�thick, I one or more Min 0.25-inch SECUROCK Gypsum -Fiber #12 Roofgrip with Sure -Weld FleeceBACK / FAST 100 LV, SC 88 Gradea 33 steel layeers,rs, a an combination, loose laid Roof Board SecurFast Insulation 1 per 1 ft2 ribbons max. 4-inch o.c. or full -60.0 : � Fastening Plate or OMG coverage Iin. Galvalume Steel Plate Min. 22 ga., type B, I' Min. 1.5-inchlthickI One or more Sure -Weld FleeceBACK / FAST 100, SC-89 Grade 33 steel Or min. Min 7/16-inch APA or TECO rated O5B See Note 2 1 per 1.9 112 FAST 100 LV, Flexible FAST, full -75.0 layers, any combination, loose laid 2,500 psi concrete coverage g Min. 22 ga., type B, Sure -Weld FleeceBACK / FAST 100, SC-90 Grade 33 steel or min. Min. 1.5-Inch thick, one or more Min 0.5-inch SECUROCK Gypsum -Fiber See Note 2 2 1 per 1 ft2 FAST 100 LV, ribbons max. 4-inch o.c. -82.5 layers; anI combination, Y loose laid Roof Board 2,500 psi concrete or full coverage Min. 22 ga., type B, Min. 1.5-il ch F. thick, one or more 1 per 1.9 ft2 Sure -Weld FleeceBACK / Aqua Base SC-91 Grade 33 steel or min. layers any mhination, loose laid Min 15/32-inch O5B See Note 2 (Carlisle 120 BA, HydroBond Water -Based 82.5 2,500 psi concrete , I' SWF-27C) Min. 22 ga., type B, Min. 1.5-inchlPolyiso HP-H, HP-N or Sure -Weld FleeceBACK / Flexible SC-92 Grade 33 steel or HP-W, H-Shield, SecurShield, H- Min. 0.5-inch SecurShield HD Plus See Note 2 1 per 1.33 ft2 FAST, ribbons max. 4-inch o.c. or full -112.5 structural concrete Shield CG;ENRGY 3 Or ACFoam 11 coverage Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 I Evaluation Report C33680.09.10-R9 for FL34083-R9 Revision 9: 04/20/2015 Appendix 1, Page 14 of 39 �I I RINITY ERD TABLE3A: CONCRETE DECKS —NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-3A: BONDED INSULATION, BONDED ROOF COVER System �' Base Insulation Layer Top Insulation Layer Roof Cover No. Roof Deck Type Attach Type Attach Membrane Application MDP (psf) C-41. Structural f Min. 1-inch lnsulfoam SPl FAST 100 LV(full) None N/A Sure -Weld FAST 100 LV, full -330.0 concrete FleeceBACK coverage C-42. Structural " Min. 1-inch lnsulfoam SP I Flexible FAST(full) None N/A Sure -Weld Flexible FAST, full -365.0 concrete 11 FleeceBACK coverage Structural Min.1.5-inch SecurShield HD Composite, H- FAST 100, FAST 100 LV, None N/A Sure -Weld FAST 100 LV, full 427.5 C-a3. concrete Shield HD Composite II I Flexible FAST (full) FleeceBACK coverage Structural Min. 1-inch Polyiso HP-H, H-Shield, SecurShield FAST 100 LV, Flexible (Optional) Min. 1-Inch FAST 100 LV, Flexible Sure -Weld FAST 100 LV, Flexible C 40' concrete or H-Shield CG I. FAST (full) base insulation FAST (full) FleeceBACK FAST, full coverage -427.5 tructu I AST I10„FAS ' IA gaff -Ide t a[ed_0 02 nc s 80r A - E - e e cam' .�d� L�xT 1,I ull �5.7'�k59 Jn 7tIchAP.Atrated11S8 --®� 025:inCh, ntT@ a NSI6 th�ca.ueos.veurril lexihle-EAST f' I e ot,1,Ti I . 1f1. F eLK . co�eTS ems' i] I I Min. 7/16-inch APA rated FAST 100, FAST 100 C-46. Structural Polyiso HP-H, HP-N, or HP-W, ENRGY 3, H- FAST 100, FAST 100 LV, inch Dens Deck FAST 100, FAST 100 LV, Sure -Weld LV, Flexible FAST, full -457.5 concrete Shield, SecurShield, H-SFiield CG, or AC Foam II Flexible FAST (full) Flexible FAST (full) FleeceBACK I I ck0.D or thick Dens Deck Prime or thick coverage. Structural I Min. 0.5-inch base Sure -Weld FAST 100, FAST 100 C 47. Min. 0.5-inch Polyiso H H-Shield OB500 insulation OB500 FleeceBACK LV, ribbons 12-inch -157.5 concrete i%H, O.C. SURE-WELDAFXMEMBRANEAPPLICATONS: I Structural Sure -Weld C-48. Min. 0.5-inch HP Recovery Board HA None HA Hot Asphalt -150.0 concrete AFX One or more layers min(, 1.5-Inch Polyiso HP-H, C 49 Structural Polyiso HP-N, Polyiso HP-W� ACFoam II, H- HA Min. 0.5-inch HP Recovery HA Sure -Weld Hot Asphalt -150.0 concrete Shield, SecurShield, H-Shield CG, ENRGY 3 or Board AFX ISO 95+GL I SURFWEWSAT-TPOMEMBRANEAPPUTATIONS: (Optional) One or more layers, min.1-inch FM [-SO. Structural Approved EPS (BASF, NOVA or Huntsman FAST 100, FAST 100 LV, Min. 2-inch lnsulfoam SP FAST 100, FAST 100 LV, Sure -Weld Self -adhered -315.0 concrete Flexible FAST (full) Flexible FAST (full) SAT-TPO heads) I Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 I 6 f..� I pYA - il Evaluation Report C33680.09.10-119 for FL14083-R9 Revision 9: 04/20/2015 Appendix 1, Page 25 of 39