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Home My WebLink AboutNOA - SINGLE PLYROOF SYSTEMQOTRINITY v EVALUATION REPORT Mule -Hide Products Co., Inc. 1195 Prince Hall Drive, Suite A Beloit, WI 53511-5481 (608) 365-3111 J �C -2-q�fILE COPY EXTERIOR RESEARCH & DESIGN, I.I.C. ll r�cN Certificate of Authorization #9503 ^w�J` 353 Christian Street Oxford, CT 06478 (203) 262-9245 Evaluation Report M15060.06.09-115 FL12772-R5 Date of Issuance: 06/24/2009 Revision 5: 09/11/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Mule -Hide TPO-c Single Ply Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 27-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/11/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any or=2!1&bi9L1Ws �, �uatj n_ReD,Qr_t pr previous versions thereof, is/was used for permitting or design guidance unless retained specif Wj9 jbCQIB1::pDtA'QW BUILDING DIVISI REVI�lfdr' FOR C®PA I REVIEWED BY DATE — a. PLANS AND PERMIT MUST 66 KEPT ON JOB OR NO INOPMOTION WILL IDS MADE THESE PLANS AND ALL PROPOSED `"WORK ARE SURjECT TO ANY COVEC,'TIONS REQUIRED 0W FIELD `irIAT MAYBE NECESSAI Y Ifd ORDER TO COMPLY WITH ALL AP PICA II g CODES, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIEIUTY OF THE CONTRACTOR OF RECORD TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Single Ply Roof Systems Compliance Statement: Mule -Hide TPO-c Single Ply Roof Systems, as produced by Mule -Hide Products Co., Inc. have demonstrated compliance with the following sections of the 6tn Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.13.2 Physical Properties ASTM D6878 2011 1523.6.2 Wind TAS 114 2011 3. REFERENCES: Entity Examination Reference Date ACRC (TST4671) TAS 114 07-051 08/29/2007 ACRC (TST4671) TAS 114 07-059 10/15/2007 ACRC(TST4671) FM4470 10-009 05/19/2010 ACRC(TST4671) FM4470 11-035 06/28/2011 ACRC (TST4671) FM4470 10-018 08/25/2010 ACRC(TST4671) FM4470 10-019 08/25/2010 ATI (TST1588) FM4470 01-37050.01 03/13/2000 ATI (TST1588) TAS 114 D7772.01-109-18 07/09/2014 ATI (TST1588) TAS 114 D7772.02-109-18 07/14/2014 CTL (TST 1577) TAS 114 CTLA-105R 10/13/2008 CTL (TST 1577) TAS 114 CTLA-105R-1 10/13/2008 CTL (TST 1577) TAS 114 CTLA-10511-2 10/13/2008 CTL (TST 1577) TAS 114 CTLA-106R 10/16/2008 CTL (TST 1577) TAS 114 CTLA-106R-1 10/16/2008 CTL (TST 1577) TAS 114 CTLA-106R-2 10/16/2008 CTL (TST 1577) TAS 114 CTLA-10611-3 10/16/2008 CTL (TST 1577) TAS 114 CTLA-106R-4 10/16/2008 CTL (TST 1577) TAS 117 CTLA 11111 01/13/2009 ERD (TST 6049) FM4470 / FM 4474 02764.09.05-R1 1 12/10/2007 ERD (TST 6049) FM 4474 M5830.10.07-111 01/23/2009 ERD (TST 6049) FM 4474 M30780.09.09 09/23/2009 ERD (TST 6049) Physical Properties A35880.04.12-R1 10/26/2012 ERD (TST 6049) Physical Properties C46470.07.14-1A 07/16/2014 ERD (TST 6049) Physical Properties C46470.07.14-113 07/16/2014 ERD (TST 6049) Physical Properties C46470.07.14-4-R1 07/21/2014 ERD (TST 6049) Physical Properties C46470.07.14-2A 07/30/2014 ERD (TST 6049) Physical Properties C46470.07.14-2B 07/30/2014 ERD (TST 11294) FM 4474 13380.01.17 01/27/2017 ERD (TST 6049) Physical Properties CRL-SC14240.17 03/21/2017 ERD (TST 11294) FM 4474 CEL-CLT16160.08.17-1 08/28/2017 ERD (TST 11294) FM 4474 CEL-CLT16160.08.17-2 08/28/2017 FM (TST1867) FM4470 OV7A4.AM 06/10/1992 FM (TST1867) FM4470 3Z9A1.A1VI 10/15/1997 FM (TST1867) FM4470 3001522 03/26/1999 FM (TST1867) FM4470 3003393 03/30/1999 FM Approvals (TST1867) FM 4470 3012879 04/04/2003 Exterior Research and Design, I.I.C. Evaluation Report M15060.06.09-RS Certificate ojAuthori:ation #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL12772-RS Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Revision 5: 09/11/2017 Page 2 of 4 UTRINITY ( ER® Entity Examination Reference Date FM Approvals (TST1867) FM 4470 3013584 06/27/2003 FM (TST1867) FM4470 3014692 08/05/2003 FM (TST1867) FM4470 / FM 4474 3017662 06/07/2005 FM (TST1867) FM4470 / FM 4474 3023032 07/20/2005 FM (TST1867) FM4470 / FM 4474 3020845 01/25/2006 FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006 FM (TST1867) FM4470 / FM 4474 3022174 09/25/2006 FM Approvals (TST1867) FM 4470/4474 3026964 07/25/2007 FM Approvals (TST1867) FM 4470/4474 3029840 09/08/2008 FM Approvals (TST1867) FM 4470/4474 3034985 12/15/2008 FM Approvals (TST1867) FM4470 3037400 09/02/2009 FM (TST1867) FM4470 3037525 09/25/2009 FM (TST1867) FM4470 3037770 10/22/2009 FM Approvals (TST1867) FM4470/4474 3036762 03/08/2011 FM Approvals (TST1867) FM4470/4474 3041535 06/08/2011 FM Approvals (TST1867) FM4470/4474 3039340 06/24/2011 FM Approvals (TST1867) FM4470/4474 3039762 09/07/2012 FM Approvals (TST1867) FM4470/4474 3056207 02/09/2016 FM Approvals (TST1867) FM 4470/4474 RR209155 04/03/2017 PRI CMT(TST5878) TAS 114 / FM 4474 CST-016-02-01 05/04/2011 UL, LLC (QUA9625) Quality Control MLA; R13850 08/22/2007 UL, LLC (QUA9625) Quality Control Inspection Report 06/01/2017 4. PRODUCT DESCRIPTION: The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners, stress plates and adhesives, as outlined in the Limitations / Conditions of Use herein. 4.1 Mule -Hide TPO-c membranes are nominal 45-mil (1.1mm) or 60-mil (1.5 mm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membranes. 4.2 Mule -Hide TPO-c EXTRA membranes are nominal 72-mil (1.8mm) or 80-mil (2.Omm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO), single -ply roof membranes. 4.3 Mule -Hide TPO-c Fleece Back membrane is a nominal 45-mil (1.1mm) or 60-mil (1.5 mm) thick, polyester - scrim reinforced, thermoplastic olefin (TPO) single -ply roof membrane with a polyester fleece backing. 4.4 Mule -Hide SA-TPO membrane is a nominal 60-mil (1.5-mm) thick, polyester -scrim reinforced, thermoplastic olefin (TPO) single -ply roof membrane laminated to an elastomeric pressure -sensitive adhesive. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current UL Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. Exterior Research and Design, I.I.C. Evaluation Report M15060.06.09-115 Certificate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL12772-R5 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Revision 5: 09/11/2017 Page 3 of 4 PTRINITYIERD 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX- 1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. INSTALLATION: 6.1 Mule -Hide TPO-c Single Ply Roof Systems shall be installed in accordance with Mule -Hide Products Co., Inc. published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed running perpendicular to steel deck flutes. 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: Contact the noted QA agency for information on product locations covered to F.A.C. Rule 61G20-3 QA requirements. 9. QUALITYASSURANCE ENTITY: UL, LLC—QUA9625; (414) 248-6409; karen.buchmann@ul.com - THE 27-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report M35060.06.09-R5 Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL12772-RS Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Revision 5: 09/11/2017 Page 4 of 4 "APPENDIX 1 ATTACHMENT,REQUIREMENTS FOR WIND UPLIFT RESISTANCE - Table Deck Application Type Description Page IA Wood New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 4 1B Wood New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover 4 1C Wood New, Reroof (Tear -Off), Recover D-3 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 4 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 IF Wood New Construction F Non -Insulated, Bonded Roof Cover 5 2A Steel or Structural Concrete New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6-7 2B Steel or Structural Concrete New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 2B Steel New, Reroof (Tear -Off), Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 10-1, 2D Steel or Structural Concrete New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover 12-15 2E Steel or Structural Concrete New, Reroof (Tear -Off), Recover D-2 Insulated, Mechanically Attached Roof Cover (RUSS Strips) 16 3A Structural Concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 17-18 3B Structural Concrete New, Reroof (Tear -Off), Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 18-19 3C Structural Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 19 4A LWIC New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 4A-1 LWIC over Steel New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 20 4A-2 LWC over Structural Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 21 5A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 22 6A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 23 6B Steel Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 24 6C Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 25 6D Steel or Structural Concrete Recover E Non -Insulated, Mechanically Attached Roof Cover 26 6E Various Recover F-2 New LWC over Existing Roof, Bonded Roof Cover 27 The following notes apply to the systems outlined herein: 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 Authority Having Jurisdictio, Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Mule -Hide Drill Point Fastener or Mule -Hide HDP Fastener with Mule -Hide 3 in. Insulation Plate. Minimum Y.-inch steel penetration, engage the top flute of the steel deck ➢ Steel Deck: Mule -Hide Drill Point Fastener or Mule -Hide HDP Fastener with Mule -Hide 3 in. Insulation Plate. Minimum Y.-inch steel penetration, engage the top flute of the steel deck. ➢ Structural Concrete: Mule -Hide HDP Fastener or Mule -Hide Fluted Concrete Nail with Mule -Hide 3 in. Insulation Plate. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any 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 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type C-2 (plate bonded roof cover) or 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 1 of 27 QOTRINITYIERD. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions: ➢ Mule -Hide Helix° Low -Rise Adhesive (HELIX): Continuous % to 1-inch wide beads, 12-inch o.c. ➢ ICP Adhesives CR-20: Continuous 2Y. to 3%-inch wide ribbons, 12-inch o.c. ➢ OlyBond 500 (OB-500): Continuous Y. to 1-inch wide ribbons, 12-inch o.c. using PaceCart or SpotShot application devices. ➢ Note: When multiple loyers(s) of insulation and/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. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya n u rate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall 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 the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-inch thick) ➢ OlyBond 500 (OB500): MDP -315.5 psf (Min. 0.5-inch thick Poly ISO 1, H-Shield or ENRGY 3) ➢ OlyBond 500 (OB500): MPD -487.5 psf (Min. 0.5-inch thick Poly ISO 2 or ACFoam II) 8. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD-1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded 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 rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Structural Concrete Deck or Recover Applications using System Type C-2 (Plate Bonded Roof Cover) or Type D (Mechanically Attached Roof Cover), the insulation is optional. Alternatively, min. 0.5-inch Ir Recovery Board, Poly ISO 1-HD, H-Shield HD or SecurShield HD or min. 0.25-inch to 0.625-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board or min. 3/8-in l Insulfoam R-Tech EPS or Fan -Fold may be used as a separator board, preliminarily attached prior to roof cover installation. The separator component shall be documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 15. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report M15060.06.09-R5 for FL12772-R5 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 2 of 27 QOTRINITYIERD.' 16. For adhered membrane systems, side laps shall be 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 Mule -Hide TPO-c Mule -Hide TPO-c Bonding Adhesive (TPO-c BA) Contact (both sides) 60 ft2/gal Mule -Hide TPO-c Aqua Base 120 BA Contact (both sides) 120 ft2/gal Mule -Hide TPO-c Fleece Back Aqua Base 120 BA Wet lay (substrate) 120 ft2/gal Mule -Hide TPO-c Fleece Back Mule -Hide Helix® Low -Rise Adhesive (HELIX) Wet lay (substrate) FULL= continuous ribbons, maximum 4-inch o.c. 17. For membrane systems attached using TPO 10-inch Pressure -Sensitive RUSS, the underside of the membrane which comes in contact with the tape shall be primed with HP-250 Primer. The membrane shall be secured by placing the primed portion onto the tape portion of the TPO 10-inch Pressure -Sensitive RUSS and roll with a steel hand roller to ensure contact. 18. For bonded membrane systems, unless otherwise noted, reference to "Mule -Hide TPO-c" membrane below also includes "Mule -Hide TPO-c EXTRA". 19. Vapor barrier options for use over structural concrete deck followed by adhesive -applied insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those) Table 3A applies. VAPORBARRIEROPTIONS;STRUCTURALCONCRETEDECK, FOLLOWED BYADHESIVE-APPLIED INSULATION PERTABLE3A: Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Application VB-1. Carlisle CAWGRIP Primer F5- Air & Vapor Barrier or Carlisle VapAir Seal 72STR Self -adhering HELIX (RIBBON, 12-inch o.c.) -97.5 VB-2. ASTM D41 Carlisle SureMB 90TG Base or SureMB 120 TG Poly Base Torch -applied HELIX (RIBBON, 12-inch o.c.) -97.5 VB-3. ASTM D41 Carlisle SureMB 90 Base or SureMB 120 Poly Base Hot -asphalt HELIX (RIBBON, 12-inch o.c.) -97.5 20. "MDP" = Maximum Design Pressure is the result 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 ) ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 3 of 27 TABLE 3A: WOOD PECKS - NEW CONSTRUCTION, REROOF (Tear ;. " -Off) or, RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,' BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 16) MDP Type Fasteners Attach (psf) W 1 Min. 19/32" plywood or (Optional) One or more layers, Min. 1.5-inch Poly ISO 1, H-Shield, ACFoam II, Mule -Hide TPO-c / TPO-c BA or A Aqua q wood plank any combination, loose laid Poly ISO 2 or ENRGY 3 Note 2 1 per 2 ftz Base 120 BA -45.0* TABLE 13; WOOD'DECKS-= NEW`CONSTRUCTION; REROOF{Tear-Off) or RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY HANICALLY ATTACHED ROOF COVER: - - . System Roof Deck Insulation Layer (Note 14) Roof Cover MDP! Type Attach Membrane Fasteners Spacing No (psf) Min. 19/32-inch plywood or wood plank at max. 24" spans One or more Mule -Hide EHD W-2 attached using 8d ring shank nails spaced 6" o.c. in the field layers, any Preliminarily Mule -Hide Fasteners and 2.4 6-inch o.c. within 5.5-inch wide laps spaced 90.5-inch -52.5 and #10 ring shank nails spaced 4" o.c. at the perimeter combination attached TPO-c Seam Plates O.C. Outside of lap sealed with 1.5-inch heat -weld Min. 19/32-inch plywood or wood plank at max. 24" spans One or more Mule -Hide EHD W-3 attached using 8d ring shank nails spaced 6" o.c. in the field layers, any Preliminarily Mule -Hide Fasteners and 2.4 6-inch o.c. within 5.5-inch wide laps spaced 66.5-inch -67.5 and #10 ring shank nails spaced 4" o.c. at the perimeter combination attached TPO c Seam Plates O.C. Outside of lap sealed with 1.5-inch heat -weld 6-inch o.c. within 5-inch wide laps spaced 67-inch o.c. Min. 23/32-inch OSB at max. 24-inch spans attached using One or more Preliminarily Mule -Hide Mule -Hide EHD Outside of lap sealed with 1.5-inch heat -weld and 6- W-4 8d ring shank nails spaced 6" o.c. in the field and 8" o.c. at layers, any attached TPO-c Fasteners and 2.4 inch o.c. in one row centered between the laps. -67.5 intermediate supports combination Seam Plates Center row covered with 6-inch wide cover strip sealed with 1.5-inch heat weld at all edges TABLE iC:` WOOD DECKS - NEW, CONSTRUCTION; REROOF,(TEAR-OFF)`OR RECOVER SYSTEM TYPED-3: INSULATED, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER System Deck (Note 1) Insulation (Note 14) Base Sheet Roof Cover MDP Type Attach Base Sheet Fasteners Attach Membrane Adhesive No. (psf) Min. 19/32-inch plywood at One or more Atlas Summit Mule -Hide Drill Point 12-inch o.c. at the 4-inch laps and 12- W-5 max. 24-inch spans; #10 x 2- layers, any Loose -laid Synthetic Fastener and Mule -Hide 2" inch o.c. at three, equally spaced Mule -Hide SA-TPO Self- -120.0 inch wood screws, 6-inch o.c. combination Underlayment Seam Plate rows in the center of the sheet. adhered Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 4 of 27 TRINITYIERD. ... . . . .TABI*0OD Dtt(S' N'EW1CONSTRUCTION, 1EROOFITearnOfflorREkVER INSULATED; L MTkIM. TYPE -1: ON -IMN � ' ' lib,�MEC14AICA LY'ATTACHED: R6bFCO,!A1k _ Thermal Barrier Roof Cover System No. Roof Deck MDP (psf) Type Attach Membrane Fasteners Fastener Lap Width Lap Spacing Seam Weld Spacing (inch) (inch) (inch) (inch) Min. 19/32-inch thick Mule -Hide FR Deck Panel A or C or Barrier Technology Corp "Blazeguard A or C" at max. 24-inch (Optional) Any Mule -Hide Mule -Hide EHD W-6 spans attached using No. 8 x 2%-inch long course thread approved Loose -laid TPO-c Fasteners and 2.4 12 5 48 1.5 -30.0 screws spaced 6" o.c. thermal barrier Seam Plates Min. 19/32-inch thick Mule -Hide FR Deck Panel A or C or Barrier Technology Corp "Blazeguard A or C" at max. 24-inch (Optional) Any Mule -Hide Mule -Hide EHD W-7 spans attached using No. 8 x 2%-inch long course thread approved Loose -laid TPO-c Fasteners and 2.4 6 5 72 1.5 screws spaced 6" o.c. thermal barrier Seam Plates Min. 19/32-inch thick Mule -Hide FR Deck Panel A or C or Barrier Technology Corp "Blazeguard A or C" at max. 24-inch (Optional) Any Mule -Hide Mule -Hide EHD W-8 spans attached using No. 8 x 2Y2-inch long course thread approved Loose -laid TPO-c Fasteners and 2.4 6 5 48 1.5 -75.0 screws spaced 6" o.c. thermal barrier Seam Plates Min. 19/32-inch plywood at max. 24-inch spans attached (Optional) Any Mule -Hide Mule -Hide EHD 48 (over W-9 using 8d ring shank nails spaced 6-inch o.c. approved Loose -laid TPO-c Fasteners and 2.4 6 5.5 structural 1.5 -75.0 1 thermal barrier I I I Seam Plates members) TA 66 0*&iN9TRUCTIO lkE0Q0(T R-O F R p RECbVER't E -1E- F ,SYSTEM TYPE E-2- NON -IN C C OF VE11" �q�ATED,,IVIE HANI ALL�YATTA�kigDWE,�HEET,,jPONDEDRO CO System Deck (Note 1)' Thermal Barrier Base Sheet Roof Cover MDP Type Attach Base Sheet Fasteners I Attach Membrane Adhesive No. (psf) Min. 19/32-inch plywood at (Optional) Any Atlas Summit Mule -Hide Drill Point 12-inch o.c. at the 4-inch laps and 12-inch W-10 max. 24-inch spans; #10 x 2- approved Loose -laid Synthetic Fastener and Mule -Hide T2" o.c. at three, equally spaced rows in the Mule -Hide SA- Self- -120.0 inch wood screws, 6-inch o.c. thermal barrier Underlayment Seam Plate center of the sheet. . TPO adhered STRUCTION TABLE 4,66D,D' ECKS�"NEW,.CON STEM'TVPE F: NON -INSULATED, MATED, BONDED RO OF'C OVER,- System Roof Deck Roof Cover (Note 16) MDP Membrane Application No. (psf) Min. 15/32-inch thick Mule -Hide FR Deck Panel A or C or Barrier Technology Corp "Blazeguard A or C" at W-11 max. 24-inch spans attached using No. 8 x 2Y2-inch long course thread screws spaced 6" o.c. Mule -Hide TPO-c Aqua Base 120 BA -45.Q rW-12 Min. 19/32-inch thick Mule -Hide FR Deck Panel A or C or Barrier Technology Corp "Blazeguard A or C" at max. 24-inch spans attached using No. 8 x 2Y2-inch long course thread screws spaced 6" o.c. Mule -Hide TPO-c Aqua Base 120 BA -52.5 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-115 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 5 of 27 TABLE 2A; �STEEL.or STRUCTURAL CONCRETE'DECKS .- NEW CONSTRUCTION,;REROOF (Tear-Off).or-'RECOVER- SYSTEM'TYPE B:,,MECHANICALLYATTACHIED BASE INSULATION,BONDED TOP]NSULATION,;BONDED"ROOF ,COVER System Deck Base Insulation Layer Top Insulation Layer MDP No. (Note 1) Roof Cover (Note 16) (psf) Type Fastener Attach Type Attach MULETHIDE TPO-C APPLICATIONS: Min. 22 ga., type B, Grade 33 Min. 1.5-inch Poly ISO 1, H- Min. 1.0-inch base insulation and/or Mule -Hide TPO-c / TPO-c BA or SC-1 steel or min. 2,500 psi Shield, Polyiso HP-H Note 2 1 per 3.2 ft a Min. 0.25-inch Dens Deck Prime or HELIX Aqua Base 120 BA -45.0* structural concrete SECUROCK Gypsum -Fiber Roof Board Min. 22 ga., type B, Grade 33 Min. 2-inch Poly ISO 1, H- Min. 1.0-inch base insulation and/or Mule -Hide TPO c / TPO-c BA or SC-2 steel or min. 2,500 psi Shield, Polyiso HP-H Note 2 1 per 4.0 ftZ Min. 0.25-inch Dens Deck Prime or HELIX Aqua Base 120 BA 45.0 - '. structural concrete SECUROCK Gypsum -Fiber Roof Board Min. 22 ga., type B, Grade 33 Min. 0.5-inch Dens Deck or Min. 1.5-inch ACFoam II, Poly ISO 2, Mule -Hide TPO-c / TPO-c BA or SC-3 steel or min. 2,500 psi Dens Deck Prime Note 2 1 per 2.0 ftZ ENRGY 3, Poly ISO 1 or H-Shield followed OBSOD Aqua Base 120 BA -37.5* structural concrete by Min. 0.25-inch Dens Deck Prime Min. 22 ga., type B, Grade 33 SC-4 steel or min. 2,500 psi Min. 2-inch Poly ISO 1. H- Note 2 1 per 4.0 ft Z Min 0.25-inch SECUROCK Gypsum -Fiber OB500 Mule -Hide TPO-c / TPO-c BA or -37.5* structural concrete Shield, H-Shield CG Roof Board Aqua Base 120 BA Min. 22 ga., type B, Grade 33 Min. 1.5-inch ACFoam II, Poly Mule -Hide TPO-c / TPO-c BA or SC-5 steel or min. 2,500 psi ISO 1, Poly ISO 2, H-Shield CG, Note 2 1 per 2.0 ftZ Additional layers of base insulation OB500 -45.0* structural concrete ENRGY 3 Aqua Base 120 BA Min. 22 ga., type B, Grade 33 Min. 1.5-inch ACFoam II, Poly Min. 0.25-inch Dens Deck, Dens Deck Mule -Hide TPO-c / TPO-c BA or SC-6 steel or min. 2,500 psi ISO 1, Poly ISO 2, H-Shield CG, Note 2 1 per 2.0 ftZ OB500 -45.0* structural concrete ENRGY 3 prime Aqua Base 120 BA Min. 22 ga., type B, Grade 33 SC-7 steel or min. 2,500 psi Min. 0.5-inch Dens Deck or Note 2 1 per 2.0 ftZ Min. 1.5-inch ACFoam II, Poly ISO 2, 08500 Mule -Hide TPO-c / TPO-c BA or _45.0* structural concrete Dens Deck Prime ENRGY 3, H-Shield or Poly ISO 1 Aqua Base 120 BA Min. 22 ga., type B, Grade 33 Min. 2.0-inch ACFoam II, Poly SC-8 steel or min. 2,500 psi ISO 1, Poly ISO 2, H-Shield CG, Note 2 1 per 4.0 ft2 Additional layers of base insulation OB500 Mule -Hide TPO-c /TPO-c BA or -45.0* structural concrete ENRGY 3 Aqua Base 120 BA Min. 22 ga., type B, Grade 33 Min. 2.0-inch ACFoam II, Poly SC-9 steel or min. 2,500 psi ISO 1, Poly ISO 2, H-Shield CG, Note 2 1 per 4.0 ft2 Min. 0.25-inch Dens Deck, Dens Deck OB500 Mule -Hide TPO-c / TPO-c BA or -45.0* structural concrete ENRGY 3 Prime Aqua Base 120 BA Min. 22 ga., type B, Grade 33 SC-10 steel or min. 2,500 psi Min. 1.5-inch Poly ISO 1, H- Note 2 1 per 3.2 ft : Min. 0.25-inch SECUROCK Gypsum -Fiber OB500 Mule -Hide TPO-c / TPO-c BA or -45.0* structural concrete Shield, H-Shield CG Roof Board Aqua Base 120 BA SC-11 Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi Min. 2-inch Poly ISO 1, H- Note 2 1 per 2.67 ftZ Min 0.25-inch SECUROCK Gypsum -Fiber OB500 Mule -Hide TPO-c / TPO-c BA or -45A* structural concrete Shield, H-Shield CG Roof Board Aqua Base 120 BA Min. 22 ga., type B, Grade 33 Min. 2-inch Poly ISO 1, H- Min 0.25-inch SECUROCK Gypsum -Fiber Mule -Hide TPO-c / TPO-c BA or SC-12 steel or min. 2,500 psi Shield, H-Shield CG Note 2 1 per 1.6 ft2 Roof Board OB500 Aqua Base 120 BA _60.0 structural concrete MULE -HIDE TPO-C FLEECE BACK APPLICATIONS: Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-R5 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 6 of 27 \ TRINITY ER® - = .".TABLE 2A: STEEL oe STRUCTURAL CONCRETE DECKS -. NEW,CONSTRUCTION;.REROOF (Tear -Off) or:RECOVER y, , ,SYSTEM TYPE B, 'MECHANICALLY ATTACHED BASE INSULATION,`BONDED.T.OP'INSULATION, BONDED, ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MDP No. (Note 1) Roof Cover (Note 16) (psf) Type Fastener Attach Type Attach Min. 22 ga., type B, Grade 33 Min. 1.5olyis Poly ISO 1, H- Min. 1.0-inch base insulation and/or TPO-c Fleece Back / SC-13 steel or min. 2,500 psi Shield, Polyiso HP-H Note 2 1 per 3.2 ftZ Min. 0.25-inch Dens Deck Prime or HELIX HELIX (FULL) HELIX (FULL) -45.0* structural concrete SECUROCK Gypsum -Fiber Roof Board Min. 22 ga., type B, Grade 33 2-inch Poly ISO 1, H- Min. 1.0-inch base insulation and/or TPO-c Fleece Back / SC-14 steel or min. 2,500 psi Shield, Polyiso HP-H , Note 2 1 per 4.0 ft2 Min. 0.25-inch Dens Deck Prime or HELIX HELIX (FULL)ide HELIX ( -45.0* structural concrete SECUROCK Gypsum -Fiber Roof Board -- SC-15 Min. 22 ga., type B, Grade 33 steel min. psi Min. 2-inch Poly ISO 1, H- Note 2 1 per 1.6 ftz Min 0.25-inch SECUROCK Gypsum -Fiber HELIX Mule -Hide TPO-c Fleece Back / structural concrete Shield, Polyiso HP-H Roof Board HELIX (FULL) -60.0 Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-R5 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 7 of 27 TRINITY ERD - TABLE 29: STEEL or STRUCTURAL,CONCRETE, DECKS --NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE,C-1: MECHANICALLY ATTACHED, INSULATION,;BONDED: ROOF COVER System Deck Top Insulation Layer MDP No. (Note 1) Base Insulation Layer Roof Cover (Note 16) (psf) Type Fasteners Attach MULE-CAPPLIGATIONS:-.-•. .:. _ - .., - t. -. ._ .._ .. .. - - -.. .. SC-16 Min. 22 ga., type B, Grade 33 steel Min. 1.5" thick, one or more layers, Min 7/16" APA or TECO rated OSB Trufast SIP LD 1 per 3.2 ft2 Mule -Hide TPO-c / TPO-c BA or Aqua -37.5* any combination, loose laid Fasteners Base 120 BA SC-17 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any Min. 1-inch Poly ISO 2, ACFoam II Note 2 1 1.6 ft2 Mule -Hide TPO-c / TPO-c BA or Aqua min. 2,500 psi structural concrete combination, loose laid or ENRGY 3 per Base 120 BA -37.5* SC-18 Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or more Min. 0.5-inch H-Shield HD Note 2 1 per 2.67 ft2 Mule -Hide TPO-c / TPO-c BA -37.5* min. 2,500 psi structural concrete layers, any combination, loose laid Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or more Min 0.25-inch SECUROCK Gypsum- Mule -Hide TPO-c / TPO-c BA or Aqua SC-19 min. 2,500 psi structural concrete layers, any combination, loose laid Fiber Roof Board Note 2 1 per 2.67 ft2 Base 120 BA -37.5* SC-20 Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or more Min 0.50-inch SECUROCK Gypsum- Note 2 1 3.2 ft2 Mule -Hide TPO-c /TPO-c BA or Aqua min. 2,500 psi structural concrete layers, any combination, loose laid Fiber Roof Board per Base 120 BA -45.0* SC-21 Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or more Min 0.625-inch SECUROCK Note 2 1 4.0 ft2 Mule -Hide TPO-c /TPO-c BA or Aqua min. 2,500 psi structural concrete layers, any combination, loose laid Gypsum -Fiber Roof Board per Base 120 BA -45.0* SC-22 Min. 22 ga., type B, Grade 33 steel Min. 1.5" thick, one or more layers, Min 7/16" APA or TECO rated OSB Trufast SIP LD 1 per 2.67 ft2 Mule -Hide TPO-c / TPO-c BA or Aqua -45.0* any combination, loose laid Fasteners Base 120 BA SC-23 Min. 22 ga., type B, Grade 33 steel or One or more layers, any combination, Min 7/16" APA or TECO rated OSB Note 2 1 per 3.6 ft2 Mule -Hide TPO-c /TPO-c BA or Aqua -45.0* min. 2,500 psi structural concrete loose laid Base 120 BA SC-24 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any Min. 1-inch Poly ISO 1, H-Shield, H- Note 2 1 1.6 ft' Mule -Hide TPO-c / TPO-c BA or Aqua 45.0* min. 2,500 psi structural concrete combination, loose laid Shield CG per Base 120 BA Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any Min. 1.5-inch ACFoam II, Poly ISO Mule -Hide TPO-c / TPO-c BA or Aqua SC-25 min. 2,500 psi structural concrete combination, loose laid 2, H-Shield, Poly ISO 1, H-Shield Note 2 1 per 2.0 ft' Base 120 BA -45.0* CG, ENRGY 3 Min. 22 a., type B, Grade 33 steel or g Yp (Optional) One or more layers, any Min. 2.0-inch ACFoam II, Poly ISO Mule -Hide TPO-c / TPO-c BA or Aqua SC-26 min. 2,500 psi structural concrete combination, loose laid 2, H-Shield, Poly ISO 1, H-Shield Nate 2 1 per 4.0 ft2 Base 120 BA -45.0*" CG, ENRGY 3 SC-27 Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or more Min. 0.5-inch H-Shield HD Note 2 1 per 2.0 ft2 Mule -Hide TPO-c / TPO-c BA -45.0* min. 2,500 psi structural concrete layers, any combination, loose laid SC-28 Min. 22 ga., type B, Grade 33 steel or Min. 1.5" thick, one or more layers, Min 7/16" APA or TECO rated OSB Note 2 1 per 1.9 ft2 Mule -Hide TPO-c / Aqua Base 120 -52.5 min. 2,500 psi structural concrete any combination, loose laid BA SC-29 Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or more Min 0.5-inch Dens Deck Prime Note 2 1 per 1.6 ft' Mule -Hide TPO-c / TPO-c BA -60.0 min. 2,500 psi structural concrete layers, any combination, loose laid SC-30 Min. 22 ga., type B, Grade 33 steel or Min. 1.5" thick, one or more layers, Min 7/16" APA or TECO rated OSB Note 2 1 per 1.9 ft' Mule -Hide TPO-c / TPO-c BA -75.0 min. 2,500 psi structural concrete any combination, loose laid Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any Min 2.0-inch ACFoam II, Poly ISO 1, SC-31 min. 2,500 psi structural concrete combination, loose laid Poly ISO 2, H-Shield, H-Shield CG, Note 2 1 per 1.6 ft' Mule -Hide TPO-c /TPO-c BA -75.0 ENRGY 3 Exterior Research and Design, LLC. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-R5 for FL12772-R5 Revision 5: 09/11/2017 Appendix 1, Page 8 of 27 - TABLE 2Bc STEEL or STRUCTURAL CONCRETE�DECKS ,= NEW^CONSTRUCTION; REROOF (Tear -Off) or,RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION; BONDED•ROO,F COVER System Deck Top Insulation Layer MDP No. (Note 1) Base Insulation Layer Roof Cover (Note 16) (psf) Type Fasteners Attach SC-32 Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or more Min 0.5-inch SECUROCK Gypsum- min. 2,500 psi structural concrete layers, any combination, loose laid Fiber Roof Board Note 2 1 per 1.6 ftZ Mule -Hide TPO-c / TPO-c BA -82.5 SC-33 Min. 22 ga., type B, Grade 33 steel or Min. 1.5-inch thick, one or more Min 7/16-inch APA or TECO rated min. 2,500 psi structural concrete layers, any combination, loose laid OSB Note 2 1 per 1 ftz Mule -Hide TPO-c / TPO-c BA -97.5 Min. 20 ga., type B, Grade 33 steel or (Optional) Min. 1.5-inch thick, one or Min. 0.625-inch SECUROCK SC-34 min. 2,500 psi structural concrete more layers, any combination, loose Gypsum -Fiber Roof Board Note 2 1 per 1.33 ftZ Mule -Hide TPO-c / TPO-c BA -112.5 laid SC-35 Min. 18 ga., type B, Grade 33 steel or Min. 2-inch thick, one or more layers, Min. 0.5-inch SECUROCK Gypsum - min. 2,500 psi structural concrete any combination, loose laid Fiber Roof Board Note 2 1 per 1.33 ft� Mule -Hide TPO-c / TPO-c BA 112.5 SC-36 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any Min 2-inch H-Shield CG Note 2 1 per 1 ftZ Mule -Hide TPO-c/TPO-c BA -120.0 min. 2,500 psi structural concrete combination, loose laid Min. 22 ga., type B, Grade 33 steel or (Optional for Recover) Min. 1.5-inch SC-37 min. 2,500 psi structural concrete thick, one or more layers, any Min. 2-inch Insulfoam SP Note 2 1 per 2.7 ftZ Mule -Hide SA-TPO, self -adhered -30.0* combination, loose laid Min. 22 ga., type B, Grade 33 steel or (Optional for Recover) Min. 1.5-inch SC-38 min. 2,500 psi structural concrete thick, one or more layers, any Min. 2-inch Insulfoam SP Note 2 1 per 2.0 ft' Mule -Hide SA-TPO, self -adhered -45.0* combination, loose laid (Optional for Recover) Min. inch Min. 0.25-inch Dens Deck Prime or SC-39 Min. 22 ga., type B, Grade 33 steel or y1. thick, one or more layers, any SECUROCK Gypsum -Fiber Roof Note 2 1 per 2.0 ftZ Mule -Hide SA-TPO, self -adhered 45.0* min. 2,500 psi structural concrete combination, loose laid Board or min 7/16-inch APA or TECO rated OSB Min. 22 ga., type B, Grade 33 steel or (Optional) Min. 1.5-inch thick, one or Min. 1.5-inch Poly ISO 1, H-Shield, SC-40 min. 2,500 psi structural concrete more layers, any combination, loose Polyiso HP-H, SecurShield, H-Shield Note 2 1 per 2.0 ftZ Mule -Hide SA-TPO, self -adhered -45.0* laid CG Min. 22 ga., type B, Grade 33 steel or (Optional) Min. 1.5-inch thick, one or Min. 2.0-inch Poly ISO 1, H-Shield, SC-41 min. 2,500 psi structural concrete more layers, any combination, loose Polyiso HP-H, SecurShield, H-Shield Note 2 1 per 1.6 ftZ Mule -Hide SA-TPO, self -adhered -60.0 laid I CG Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M35060.06.09-R5 for FL12772-R5 Revision 5: 09/11/2017 Appendix 1, Page 9 of 27 QOTRINITYIERD' TABLE 2C:.STEEL DECKS -NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C=2>"dVIECHANICALLY ATTACHED INSULATION, PLATE -BONDED ROOF COVER . System Deck Insulation Layer Attachment Roof Cover MDP Fasteners Density No. (Note 1) (Psq Min. 22 ga., type B, Min. 1-inch thick, one or more Mule -Hide EHD Fastener and 1 per 5.33 ft' (6 per 4 x 8 ft board) Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or SC-42 Grade 33 steel layers, any combination. Note RhinoBond Plate - TPO or Per FM Loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -45.0 A. RhinoBond Treadsafe Plate - TPO Note B per manufacturer's instructions. Min. 22 ga., type B, Min. 1-inch thick, one or more Mule -Hide EHD Fastener and 1 per 4 ft' (8 per 4 x 8 ft board) Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or SC-43 Grade 33 steel layers, any combination. Note RhinoBond Plate - TPO or Per FM Loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -52.5 A. RhinoBond Treadsafe Plate - TPO Note B per manufacturer's instructions. Min. 22 ga., type B, Mule -Mule EHD Fastener and -Hide TPO-c (minimum 60-mil) bonded to SC-44 Grade 40 steel; 6 ft Min. 1.5-inch thick, one or RhinoBond RhinoBond Plate - TPO or 1 per 4 ftZ P RHINOBOND Insulation Plate (TPO) or RHINOBOND -52.5 spans; 5/8" puddle more layers, any combination. RhinoBond Treadsafe Plate ate - TPO (2 x 2 ft grid pattern) TreadSafe Plate (TPO) with RHINOBOND tool per welds 6" o.c. manufacturers instructions. Min. 22 ga., type B, Min. 1-inch thick, one or more Mule -Hide EHD Fastener and 1 per 4 ft' (8 per 4 x 8 ft board) Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or SC-45 Grade 80 steel layers, any combination. Note RhinoBond Plate - TPO or Per FM Loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -60.0 A. RhinoBond Treadsafe Plate - TPO Note B per manufacturers instructions. Min. 22 ga., type B, Min. 1.5-inch thick, one or Mule -Hide EHD Fastener and 1 per z per 4 x 8 ft board) Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or SC-46 Grade 33 steel more layers, any combination. RhinoBond Plate - TPO or RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -97.5 Note C. RhinoBond Treadsafe Plate - TPO Per FM Loss Prevention Data Sheet 1-29 Loss ev per manufacturers instructions. Min.1.5-inch thick, one or Mule -Hide EHD Fastener and Mule -Hide TPO-c (minimum 60-mil) bonded to SC-47 Min. 22 ga., type B, more layers, any combination, RhinoBond Plate - TPO or 12-inch o.c. in rows 120-inch o.c. RhinoBond Plate - TPO or RhinoBond Treadsafe Plate - -30.0 Grade 80 steel prelim attach (Note 14) RhinoBond Treadsafe Plate - TPO TPO with RHINOBOND tool per manufacturers instructions. Min. 22 ga., type B, Min. 1.5-inch thick, one or Mule -Hide EHD Fastener and Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or SC-48 Grade 80 steel more layers, any combination, RhinoBond Plate - TPO or 6-inch o.c. in rows 120-inch o.c. RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -37.5 prelim attach (Note 14) RhinoBond Treadsafe Plate - TPO per manufacturers instructions. Min. 22 ga., type B, Min. 1.5-inch thick, one or Mule -Hide EHD Fastener and Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or SC-49 Grade 80 steel more layers, any combination, RhinoBond Plate - TPO or 12-inch o.c. in rows 60-inch o.c. RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -37.5 prelim attach (Note 14) RhinoBond Treadsafe Plate - TPO per manufacturers instructions. Min.1.5-inch thick, one or Mule -Hide EHD Fastener and Mule -Hide TPO-c (minimum 60-mil) bonded to SC-50 Min. 22 ga., type B, more layers, any combination, RhinoBond Plate - TPO or 12-inch o.c. in rows 60-inch o.c. RhirioBond Plate - TPO or RhinoBond Treadsafe Plate - -45.0 Grade 80 steel prelim attach (Note 14) RhinoBond Treadsafe Plate - TPO TPO with RHINOBOND tool per manufacturers instructions. Min. 1.5-inch thick, one or Mule -Hide EHD Fastener and Mule -Hide TPO-c (minimum 60-mil) bonded to SC-51 Min. 22 ga., type B, more layers, any combination, RhinoBond Plate - TPO or 6-inch o.c. in rows 120-inch o.c. RhinoBond Plate - TPO or RhinoBond Treadsafe Plate - -52.5 Grade 80 steel prelim attach (Note 14) RhinoBond Treadsafe Plate -TPO TPO with RHINOBOND tool per manufacturers instructions. Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report M15060.06.09-R5 for FL12772-R5 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 10 of 27 TABLE 2C: STEEL DECKS - NEW ,CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION, PLATE -BONDED ROOF COVER System Deck Insulation Layer Attachment Roof Cover MDP Fasteners Density No. (Note 1) (pso Min. 22 ga., type B, Min. 1.5-inch thick, one or Mule -Hide EHD Fastener and Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or SC-52 Grade 80 steel more layers, any combination, RhinoBond Plate - TPO or 6-inch o.c. in rows 60-inch o.c. RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -67.5 prelim attach (Note 14) RhinoBond Treadsafe Plate - TPO per manufacturer's instructions. Notes: A. For these assemblies, the 8 ft insulation board length is placed perpendicular to the steel deck ribs. B. The plate/fastener combination offset 12 inch from adjacent rows. C. For these assemblies, the 8 ft insulation board length is placed perpendicular to the steel deck ribs and each row of insulation is staggered by 1 foot. Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report M15060.06.09-R5 for FL32772-R5 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 11 of 27 QOTRINITYIERD' = TABLE 2D: STEEL or STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE p-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER System Insulation Layer (Note 14) Roof Cover No. Roof Deck Type Attach Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld MDP inch inch inch(inch)(Psfl SC-53 Min. 22 ga., type B, Grade Min. 1.5-inch, one or more layers, any Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide 18 5.5 66.5 80 steel combination attach or TPO-c EXTRA 2.4" Seam Plate 1.5 -30.0 Min. 22 ga., type B, Grade Min. 1.5-inch, one or Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-54 33 steel or min. 2,500 psi more layers, any attach or TPO-c EXTRA HDP Fastener (concrete only) and Mule- 12 5.5 138.5 1.5 -30.0 structural concrete combination Hide 2.4" Seam Plate � Min. 22 ga., type B, Grade Min. 1.5-inch, one or Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-55 33 steel or min. 2,500 psi more layers, any HDP Fastener (concrete only) and Mule- 12 5.5 91 1.5 -30.0 structural concrete combination attach or TPO-c EXTRA Hide 2.4" Seam Plate Min. 22 ga., type B, Grade Min. 1-inch, one or 33 steel, 6 ft span, 5/8" more layers, any SC-56 diameter puddle welds 6" combination (optional Prelim. Mule -Hide TPO-c Mule -Hide EHD Plus Fasteners and o.c., side laps secured 24" for recover) followed attach or TPO-c EXTRA Mule -Hide 2.4" PLUS Seam Plate 12 5.5 90.5 1.5 -30.0 o.c. w/ Y4"-14x1" long self- by 3/8-inch Insulfoam tapping hex -head screw R-Tech EPS or Fan -Fold Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" Min. 1-inch, one or Mule -Hide TPO-c SC-57 diameter puddle welds 6" more layers, any Prelim. (min. nominal 60- Mule -Hide EHD Plus Fasteners and 12 5.5 90.5 1.5 -37.5 o.c., side laps secured 24" combination Attach mil) or TPO-c Mule -Hide 2.4" PLUS Seam Plate o.c. w/'/<"-14x1" long self- EXTRA tapping hex -head screw Min. 22 ga., type B, Grade Min. 1.5-inch, one or Mule -Hide EHD Fastener (steel only) or SC-58 80 steel or min. 2,500 psi more layers, any Prelim. Mule -Hide HDP Fastener (concrete only) and Mule- 12 5.5 115 1.5 -37.5 structural concrete combination attach EXTRA or TPO-c EXXTRA Hide 2.4" Seam Plate Min. 22 ga., type B, Grade 40 steel; 6 ft spans; 5/8" Min. 1-inch, one or Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-59 puddle welds 6" o.c. or more layers, any (min. 60-mil) or HDP Fastener (concrete only) Fasteners 6. 5.5 138.5 1.5 -37.5 min. 2,500 psi structural combination attach TPO-c EXTRA and Mule -Hide 2.4" Seam Plate concrete Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" SC-60 diameter puddle welds 6" Min. 1-inch, one or more layers, any Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide 6 o.c., side laps secured 24" attach or TPO-c EXTRA 2.4" Seam Plate 5.5 138.5 1.5 =45.0 o.c. w/'/<"-14x1" long self - combination tapping hex -head screw Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-R5 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 12 of 27 QOTRINITYIERD' TABLE 2D: STEEL or STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPED-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER System Insulation Layer (Note 14) Roof Cover No. Roof Deck Type Attach Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld MDP (psfl inch inch inch (inch) Min. 22 a., g type B, Grade Min. one or Mule -Hide EHD Plus Fasteners and SC-61 80 steel °r min. 2,500 psi more layers, any layers, Prelim. Mule -Hide TPO-c Mule -Hide 2.4" PLUS Seam Plate (steel 12 5.5 115 1.5 -45.0 structural concrete combination attach or TPO-c EXTRA only) or HDP Fastener and Mule -Hide 2.4" Seam Plates Min. 18 ga., type B, Grade Min. 1.5-inch, one or Mule -Hide EHD Fasteners (steel only) or SC-62 33 steel or min. 2,500 psi more layers, any Prelim. Mule -Hide HDP Fastener (concrete only) and Mule- 12 5.5 115 1.5 -45.0 i structural concrete combination attach EXTRA RA or TPO-c E Hide 2.4" Seam Plates Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" Mule -Hide TPO-c SC-63 diameter puddle welds 6" Min. 1-inch, one or more layers, any Prelim. (min. nominal 60- Mule -Hide EHD Fastener and Mule -Hide 6 5.5 114.5 1.5 o.c., side laps secured 24" attach mil) or TPO-c 2.4" Seam Plate -45.0 o.c. w/ Y4"-14x1" long self- combination EXTRA tapping hex -head screw Min. 22 ga., type B, Grade Min. 1.5-inch, one or Mule -Hide EHD Fastener (steel only) or SC-64 80 steel or min. 2,500 psi more layers, any Prelim. Mule-Hc HDP Fastener (concrete only) and Mule- 12 5.5 114.5 1.5 -45.0 structural concrete combination attach EXTRA RA or TPO-c E Hide 2.4" Seam Plate Min. 22 a., g type B, Grade Min. one or Mule -Hide EHD Plus Fasteners and SC-65 steel min. psi layers, more layers, any Prelim. Mule -Hide TPO-c Mule -Hide 2.4" PLUS Seam Plate (steel 12 5.5 91 1.5 45.0 l structural concrete structural to combination attach or TPO-c EXTRA only) or HDP Fastener and Mule -Hide 2.4" Seam Plates Min. 22 ga., type B, Grade Min. 1.5-inch, one or Mule -Hide EHD Fastener (steel only) or SC-66 80 steel or min. 2,500 psi more layers, any Prelim. HDP Fastener (concrete only) and Mule- 12 5.5 91 1.5 -45.0 structural concrete combination attach or TPOideXTRA or TPO-c EXTRA Hide 2.4" Seam Plate Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" diameter puddle welds 6" Min. 1-inch, one or Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide SC-67 o.c., side laps secured 24" more layers, any attach or TPO-c EXTRA 2.4" Seam Plate 6 5.5 66.5 1.5 45.0 o.c. w/'/<<"-14x1" long self - combination ation tapping hex -head screw Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" Mule -Hide TPO-c diameter puddle welds 6" Min. 1-inch, one or Prelim. (min. nominal 60- Mule -Hide EHD Plus Fasteners and SC-68 o.c., side laps secured 24" more layers, any attach mil) or TPO-c Mule -Hide 2.4" PLUS Seam Plate 6 5.5 114.5 1.5 -52.5 % o.c. w/ "-14x1" long self- combination EXTRA tapping hex -head screw Min. 22 ga., type B, Grade Min. 1.5-inch, one or Mule -Hide TPO-c SC-69 40 steel; 6 ft spans; 5/8" more layers, any Prelim. (min. 60-mil) or Mule -Hide EHD Fastener and Mule -Hide 6 5.5 114.5 1.5 -52.5 puddle welds 6" o.c. combination attach TPO-c EXTRA 2.4" Seam Plate Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 13 of 27 'TABLE 2D: STEEL or STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, REROOF. (Tear -Off) or RECOVER SYSTEM.TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER System Insulation Layer (Note 14) Roof Cover No, Roof Deck Type Attach Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld MDP (psf) (inch) (inch) (inch) (inch) Min. 22 ga., type B, Grade Min. 1.5-inch, one or Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-70 33 steel or min. 2,500 psi more layers, any attach or TPO-c EXTRA HDP Fastener (concrete only) and Mule- 6 5.5 138.5 1.5 -52.5 structural concrete combination Hide 2.4" Seam Plate Min. 22 ga., type B, Grade Min. 1.5-inch, one or Prelim. Mule-Hc Mule -Hide EHD Fastener (steel only) or SC-71 33 steel or min. 2,500 psi more layers, any HDP Fastener (concrete only) and Mule- 6 5.5 91 1.5 -52.5 structural concrete combination attach or TPO-c E EXTRA RA Hide 2.4" Seam Plate Min. 22 ga., type B, Grade 33 steel, 6 ft span, 5/8" SC-72 diameter puddle welds 6" Min. 1-inch, one or more layers, any Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide o.c., side laps secured 24" attach or TPO-c EXTRA 2.4" Seam Plate 6 5.5 90.5 1.5 -52.5 o.c. w/'/<"-14x1" long self - combination tapping hex -head screw Min. 22 ga., type B, Grade Min. 1.5-inch, one or Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-73 33 steel or min. 2,500 psi more layers, any HDP Fastener (concrete only) and Mule- 12 5.5 42.5 1.5 -52.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4" Seam Plate Min. 22 ga., type B, Grade Min. 1-inch, one or 33 steel, 6 ft span, 5/8" more layer's, any SC-74 diameter puddle welds 6" combination (optional Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide o.c., side laps secured 24" for recover) followed attach or TPO-c EXTRA 2.4" Seam Plate 6 5.5 138.5 1.5 -60.0 o.c. w/ %"-14x1" long self- by 3/8-inch Insulfoam tapping hex -head screw R-Tech EPS or Fan -Fold Min. 22 ga., type B, Grade Min. 1.5-inch, one or Mule -Hide EHD Plus Fasteners and SC-75 33 steel or min. 2,500 psi p more layers, an y Prelim. Mule -Hide TPO-c Mule -Hide 2.4" PLUS Seam Plate (steel 6 5.5 138.5 1.5 -60.0 structural concrete combination attach or TPO-c EXTRA only) or HDP Fastener and Mule -Hide 2.4" Seam Plates Min. 22 ga., type B, Grade Min. 1.5-inch, one or Mule -Hide EHD Fastener (steel only) or SC-76 80 steel or min. 2,500 psi more layers, any Prelim. Mule -Hide TPO-c HDP Fastener (concrete only) and Mule- 6 5.5 138.5 1.5 -60.0 structural concrete combination attach or TPO-c EXTRA Hide 2.4" Seam Plate Min. 1.5-inch, one or Min. 22 ga., type B, Grade more layers, any Mule -Hide EHD Fastener (steel only) or SC-77 33 steel or min. 2,500 psi combination followed Loose Mule -Hide TPO-c HDP Fastener (concrete only) and Mule- 6 5.5 91 1.5 -60.0 structural concrete by 3/8-inch Insulfoam laid or TPO-c EXTRA Hide 2.4" Seam Plate R-Tech EPS Min. 22 ga., type B, Grade Min. 1.5-inch, one or Mule -Hide EHD Fastener (steel only) or SC-78 33 steel or min. 2,500 psi more layers, any Prelim. Mule -Hide TPO-c HDP Fastener (concrete only) and Mule- 12 5.5 54.5 1.5 -60;0 structural concrete combination attach or TPO-c EXTRA Hide 2.4" Seam Plate Exterior Research and Design, LLC. d/b/a Trinity ) ERD Certificate of Authorization #t9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-RS for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 14 of 27 TTRINITY I ERD - ;TABLE, 2D: STEEL or STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM,TYPE D-1: INSULATED, MECHANICALLY -ATTACHED ROOF COVER System Insulation Layer (Note 14) Roof Cover No. Roof Deck Type Attach Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld MDP (psf) (inch) (inch) (inch) (inch) Min. 22 ga., type B, Grade Min. 1.5-inch, one or Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-79 33 steel or min. 2,500 psi P la an , ers more Y Y HDP Fastener (concrete only) and Mule- 6 5.5 90.5 1.5 -67.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4" Seam Plate Min. 22 ga., type B, Grade Min. 1.5-inch, one or prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-80 80 steel or min. 2,500 psi more layers, any HDP Fastener (concrete only) and Mule- 9 5.5 54.5 1.5 -75'0 structural concrete combination attach or TPO-c EXTRA Hide 2.4" Seam Plate 1 Min. 22 ga., type B. Grade Min. 1.5-inch, one or Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-81 33 steel or min. 2,500 psi more layers, any HDP Fastener (concrete only) and Mule- 6 5.5 42.5 1.5 -82.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4" Seam Plate Min. 22 ga., type B, Grade Min. 1.5-inch, one or prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener (steel only) or SC-82 80 steel or min. 2,500 psi more layers, any HDP Fastener (concrete only) and Mule- 6 5.5 54.5 1.5 -90.0 structural concrete combination attach orTPO-c EXTRA Hide 2.4" Seam Plate SC-83 Min. 22 ga., type B, Grade Min. 1.5-inch, one or more layers, any Prelim. Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide 80 steel combination attach or TPO-c EXTRA 2.4" Seam Plate 6 5.5 42.5 1.5 -112.5 Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 15 of 27 TABLE 2E; STEEL or STRUCTURAL CONCRETE DECKS'- NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D-2: INSULATED, MECHANICALLY ATTACHED ROOF COVER (RUSS Strips) System Deck Insulation Roof Cover MDP Type Attach Membrane Fasteners Attachment No. (Psf) Min. 22 ga., type B, One or more Mule -Hide Mule -Hide EHD Fastener (steel TPO 10-inch Pressure -Sensitive RUSS strips are applied over the insulation SC-84 Grade 80 steel or min. layers, any Prelim. TPO-c or TPO-c only) or HDP Fastener (concrete spaced 138-inch o.c. The plates are centered over each strip and fastened 6- -30.0 2,500 psi structural combination attached EXTRA only) and Mule -Hide 2.4" Seam inch o.c. Roof cover adhered to each strip by first priming with TPO Tape concrete Plates Primer at the strip location, then rolling into place with a hand roller. Min. 22 ga., type B, One or more Mule -Hide Mule -Hide EHD Fastener (steel TPO 10-inch Pressure -Sensitive RUSS strips are applied over the insulation SC-85 Grade 80 steel or min. layers, any Prelim. TPO-c or TPO-c only) or HDP Fastener (concrete spaced 114-inch o.c. The plates are centered over each strip and fastened 6 -45.0.1- 2,500 psi structural combination attached EXTRA only) and Mule -Hide 2.4" Seam inch o.c. Roof cover adhered to each strip by first priming with TPO Tape concrete Plates Primer at the strip location, then rolling into place with a hand roller. Min. 22 ga., type B, One or more Mule -Hide Mule -Hide EHD Fastener (steel TPO 10-inch Pressure -Sensitive RUSS strips are applied over the insulation SC-86 Grade 80 steel or min. layers, any Prelim. TPO-c or TPO-c only) or HDP Fastener (concrete spaced 90-inch o.c. The plates are centered over each strip and fastened 6- -52.5 2,500 psi structural combination attached EXTRA only) and Mule -Hide 2.4" Seam inch o.c. Roof cover adhered to each strip by first priming with TPO Tape concrete Plates Primer at the strip location, then rolling into place with a hand roller. Min. 22 ga., type B, One or more Mule -Hide Mule -Hide EHD Fastener (steel TPO 10-inch Pressure -Sensitive RUSS strips are applied over the insulation SC-87 Grade 80 steel or min. layers, any Prelim. TPO-c or TPO-c only) or HDP Fastener (concrete spaced 120-inch o.c. The plates are centered over each strip and fastened 6- -60.0 2,500 psi structural combination attached EXTRA only) and Mule -Hide 2.4" Seam inch o.c. Roof cover adhered to each strip by first priming with HP-250 concrete Plates Primer at the strip location, then rolling into place with a hand roller. Min. 22 ga., type B, One or more Mule -Hide Mule -Hide EHD Fastener (steel TPO 10-inch Pressure -Sensitive RUSS strips are applied over the insulation SC-88 Grade 80 steel or min. layers, any Prelim. TPO-c or TPO-c only) or HDP Fastener (concrete spaced 60-inch o.c. The plates are centered over each strip and fastened 12- -60.0 2,500 psi structural combination attached EXTRA only) and Mule -Hide 2.4" Seam inch o.c. Roof cover adhered to each strip by first priming with HP-250 concrete Plates I Primer at the strip location, then rolling into place with a hand roller. Exterior Research and Design, L-C. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 36S-3111 Evaluation Report M15060.06.09-R5 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 16 of 27 TABLE 3A: STRUCTURAL CONCRETE;DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER REFER TU NOTE 19 FOR VAPOR BARRIER OPTIONS" System Roof Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 16) MDP No. (Note 1) Type Attach Type Attach Membrane Application (psf) MULE -HID ETPO-CAPPLICATIONS: - '.,, • " - (Optional) Min. 1.5-inch Poly ISO 1, H-Shield, C-1. Min. 2,500 psi structural concrete Polyiso HP-H, Poly ISO 2, ACFoam II, H-Shield HELIX Min. 0.25-inch Dens Deck Prime HELIX Mule -Hide TPO-c Aqua Base 120 BA -127.5 CG, SecurShield ',:-2. Min. 2,500 psi Min. 1.5-inch Poly ISO 1, H-Shield, Polyiso HP-H, structural concrete Poly ISO 2, ACFoam ll, H-Shield CG, SecurShield HELIX (Optional) Additional layers of base insulation HELIX Mule -Hide TPO-c Aqua Base 120 BA 127.5 (Optional) Min. 1.5-inch Poly ISO 1, H-Shield, C-3. Min. 2,500 psi structural concrete Polyiso HP-H, Poly ISO 2, ACFoam II, H-Shield HELIX Min. 0.25-inch Dens Deck Prime HELIX Mule -Hide TPO-c TPO-c BA -195.0 CG, SecurShield (Optional) Min. 1.5-inch Poly ISO 1, H-Shield, C-4. Min. psi Polyiso HP-H, Poly ISO 2, ACFoam II, H-Shield HELIX Min. Dens Deck Prime or SECUROCK HELIX Mule -Hide TPO-c TPO-c BA or Aqua -195.0 u structural structural concrete CG, SecurShield minch Gypsum -Fiber Roof Board Base 120 BA C-5. Min. 2,500 psi Min. 1.5-inch Poly ISO 1, H-Shield, Polyiso HP-H, HELIX (Optional) Additional layers of base insulation HELIX Mule -Hide TPO-c TPO-c BA -232.5 structural concrete Poly ISO 2, ACFoam 11, H-Shield CG, SecurShield C-6. Min. 2,500 psi Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or structural concrete Poly ISO 1, Poly ISO 2 CR-20 (Optional) Additional layers of base insulation CR-20 Mule -Hide TPO-c Aqua Base 120 BA -127.5 C 7 Min. 2,500 psi (Optional) Min. 1.5-inch ACFoam II, H-Shield, structural concrete ENRGY 3 or Poly ISO 1, Poly ISO 2 CR-20 Min. Y.-inch Dens Deck or Dens Deck Prime CR-20 Mule -Hide TPO-c Aqua Base 120 BA -127.5 C 8 Min. 2,500 psi Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or CR-20 (Optional) Additional layers of base insulation CR-20 Mule -Hide TPO-c TPO-c BA -232.5 structural concrete Poly ISO 1, Poly ISO 2 Min. 2,500 psi (Optional) Min. 1.5-inch ACFoam Il, H-Shield, C 9 structural concrete ENRGY 3 or Poly ISO 1, Poly ISO 2 CR-20 Min. Y.-inch Dens Deck or Dens Deck Prime CR-20 Mule -Hide TPO-c TPO-c BA -232.5 \ ` 10 Min. 2,500 psi Min. 1.5-inch Poly ISO 1, H-Shield, H-Shield CG OB500 Min. 0.25-inch SECUROCK Gypsum -Fiber Roof OB500 Mule -Hide TPO-c TPO-c BA -120.0 structural concrete Board C-11. Min. 2,500 psi Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or OB500 (Optional) Additional layers of base insulation OB500 Mule -Hide TPO-c Aqua Base 120 BA 127.5 structural concrete Poly ISO 1, Poly ISO 2 C-12. Min. 2,500 psi (Optional) Min. 1.5-inch ACFoam II, H-Shield, structural concrete ENRGY 3 or Poly ISO 1, Poly ISO 2 OB500 Min. Y.-inch Dens Deck or Dens Deck Prime OB500 Mule -Hide TPO-c Aqua Base 120 BA -127.5 C-13. Min. 2,500 psi Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or OB500 (Optional) Additional layers of base insulation OB500 Mule -Hide TPO-c TPO-c BA -150.0 structural concrete Poly ISO 1, Poly ISO 2 C-14. Min. 2,500 psi (Optional) Min. 1.5-inch ACFoam II, H-Shield, structural concrete ENRGY 3 or Poly ISO 1, Poly ISO 2 OB500 Min. Y.-inch Dens Deck or Dens Deck Prime OB500 Mule -Hide TPO-c TPO-c BA -150.0 C-15. Min. 2,500 psi Min. 2-inch Poly ISO 1, H-Shield, H-Shield CG OB500 Min. 0.25-inch SECUROCK Gypsum -Fiber Roof OB500 Mule -Hide TPO-c TPO-c BA or Aqua -247.5 structural concrete Board Base 120 BA MULE-.HIDETPO-C,FLEECE$ACKAPP.LICATIONS: - • - -• ,. -- .. - •, .. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-RS for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 17 of 27 QOTRINITYIERD TABLE 3A: STRUCTURAL CONCRETE DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED. ROOF COVER - REFER TO NOTE 19 FOR' VAPOR BARRIER OPTIONS System Roof Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 16) MDP No. (Note 1) Type Attach Type Attach Membrane Application (Psf) C-16. Min. 2,500 psi Min. 1.5-inch Poly ISO 1, H-Shield, Polyiso HP-H, Min. 0.5-inch Poly ISO 1-HD, H-Shield HD, Mule -Hide TPO-c structural concrete Poly ISO 2, ACFoam II, H-Shield CG, SecurShield HELIX SecurShield HD Plus HELIX Fleece Back HELIX (FULL) -165.0 Min. psi Min. inch Poly ISO 1, ld, Polyiso HP-H, Min. 0.25-inch Dens Deck Prime, DEXcell FA Glass Mule -Hide TPO-c C-17. structural structural concrete SO Poly ISO 2, ACFoam II, H-Shield CG, SecurShield Meld HELIX Mat Roof Board, SECUROCK Gypsum -Fiber Roof HELIX Fleece Back HELIX (FULL) -195.0 \ Board or min. 7/16-inch DEXcell Cement Roof Board „s 18 Min. 2,500 psi Min. 1.5-inch Poly ISO 1, H-Shield, Polyiso HP-H, HELIX (Optional) Additional layers of base insulation HELIX Mule -Hide TPO-c HELIX (FULL) -322.5 structural concrete Poly ISO 2, ACFoam II, H-Shield CG, SecurShield Fleece Back MULE-HIDESA-TPOAPPUCATIONS: - - - Min. 2,500 psi (Optional) One or more layers, min. 1-inch HELIX, 4- HELIX, 4- Mule -Hide SA- _T C-19. structural concrete Insulfoam I, II, IX, Vill, XIV or XV inch o.c. Min. 2-inch Insulfoam SP inch o.c. TPO Self -adhered 315.0 TABLE 3B:.•STRUCTURAL CONCRETE.DECKS.- NEW, CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE G.2: MECHANICALLY ATTACHED INSULATION, PLATE -BONDED ROOF COVER System Deck Insulation Layer Attachment Roof Cover MOP Fasteners Density No. (Note 1) (psf) 1 per 5.33 ftZ Min. 2,500 Min. 1-inch thick, one or more Mule -Hide DHP Fastener and RhinoBond Plate (6 parts per 4 x 8 ft board) Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or C-20. psi structural layers, any combination. - TPO or RhinoBond Treadsafe Plate - TPO Per FM Loss Prevention Data RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -45.0 concrete per manufacturer's instructions. Sheet 1-29; Note A 1 per 4 ft2 Min. 2,500 Min. 1-inch thick, one or more Mule -Hide DHP Fastener and RhinoBond Plate (8 parts per 4 x 8 ft board) Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or r-21. psi structural layers, any combination. - TPO or RhinoBond Treadsafe Plate - TPO Per FM Loss Prevention Data RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -60.0 - concrete per manufacturer's instructions. Sheet 1-29; Note A 1 per 2 ft' Min. 2,500 Min. 1.5-inch thick, one or more Mule -Hide DHP Fastener and RhinoBond Plate (16 parts per 4 x 8 ft board) Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or C-22. psi structural layers, any combination. Note B. - TPO or RhinoBond Treadsafe Plate - TPO Per FM Loss Prevention Data RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -97.5 concrete per manufacturer's instructions. Sheet 1-29 Min. 2,500 Min. 1.5-inch thick, one or more Mule -Hide DHP Fastener and RhinoBond Plate Mule -Hide TPO-c (minimum 60-mil) bonded to RhinoBond C-23. psi structural layers, any combination, prelim - TPO or RhinoBond Treadsafe Plate - TPO 12-inch o.c. in rows 120-inch o.c. Plate - TPO or RhinoBond Treadsafe Plate - TPO with -30.0 concrete attach (Note 14) RHINOBOND tool per manufacturer's instructions. Min. 2,500 Min. 1.5-inch thick, one or more Mule -Hide DHP Fastener and RhinoBond Plate Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or C-24. psi structural layers, any combination, prelim - TPO or RhinoBond Treadsafe Plate - TPO 6-inch o.c. in rows 120-inch o.c. RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -37.5 concrete attach (Note 14) per manufacturer's instructions. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-R5 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 18 of 27 Q0TRINITYIERD TABLE 3B:' STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, REROOF.(Tear-Off) or RECOVER SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION, PLATE -BONDED ROOF COVER System 'No. Deck Insulation Layer Attachment Roof Cover MDP Fasteners Density (Note 1) (psf) Min. 2,500 Min. 1.5-inch thick, one or more Mule -Hide DHP Fastener and RhinoBond Plate Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or C-25. psi structural layers, any combination, prelim - TPO or RhinoBond Treadsafe Plate - TPO 12-inch o.c. in rows 60-inch o.c. RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -37.5 concrete attach (Note 14) per manufacturer's instructions. Min. 2,500 Min. 1.5-inch thick, one or more Mule -Hide DHP Fastener and RhinoBond Plate Mule -Hide TPO-c (minimum 60-mil) bonded to RhinoBond C-26. psi structural layers, any combination, prelim - TPO or RhinoBond Treadsafe Plate - TPO 12-inch o.c. in rows 60-inch o.c. Plate -TPO or RhinoBond Treadsafe Plate - TPO with -45.0 concrete attach (Note 14) RHINOBOND tool per manufacturer's instructions. Min. 2,500 Min. 1.5-inch thick, one or more Mule -Hide DHP Fastener and Rh d Plate Mule -Hide TPO-c (minimum 60-mil) bonded to RhinoBond C-27. psi structural layers, any combination, prelim ra- T TPO or RhinoBond Treadsafe Plate te TPO 6-inch o.c. in rows 120-inch o.c. Plate -TPO or RhinoBond Treadsafe Plate - TPO with -52.5 concrete attach Note 14 ( ) RHINOBOND tool per manufacturers instructions. Min. 2,500 Min. 1.5-inch thick, one or more Mule -Hide DHP Fastener and RhinoBond Plate Mule -Hide TPO-c bonded to RhinoBond Plate - TPO or C-28. psi structural layers, any combination, prelim TPO or RhinoBond Treadsafe Plate - TPO 6-inch o.c. in rows 60-inch o.c. RhinoBond Treadsafe Plate - TPO with RHINOBOND tool -67.5 concrete attach Note 14 ( )I per manufacturers instructions. Notes: A. The plate/fastener combination offset 12 inch from adjacent rows. B. For these assemblies each row of insulation is staggered by 1 foot. TABLE 3C: STRUCTURAL CONCRETE DECKS"= NEW CONSTRUCTION OR REROOF,(TkAR-OFF) SYSTEM TYPE F: "NON -INSULATED, BONDED ROOF.COVER System No. Deck Primer Roof Cover s MDP (P o Type Attach C-29. Structural concrete I None I Mule -Hide SA-TPO I Self -adhered -425.0 Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 19 of 27 TABLE 4A: LIGHTWEIGHT.CONCRETE DECKS - NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A -IA: BONDED INSULATION, BONDED ROOF COVER System Deck (Note i) Lightweight Concrete (Note 15) Base Insulation Layer Coverboard Roof Cover (Note 16) MDP Type Attach Type Attach -No. (psf) LWC-1 Structural Min. 200 psi, Min. 2-inch thick, Min. 1-inch Poly ISO 1 or (Optional) Additional layers base concrete Elastizell Range II LWIC H-Shield CR-20 insulation CR-20 Mule -Hide TPO c /TPO-c BA -180.0 LWC-2 Structural Min. 200 psi, Min. 2-inch thick, Min. 1-inch Poly ISO 1 or (Optional) Additional layers base concrete Celcore MF Cellular Concrete H-Shield CR-20 insulation CR-20 Mule-Hide-c/TPO-cBA 222.5 LWC-3 Structural Min. 200 psi, Min. 2-inch thick, Min. 1-inch Poly ISO 1 or (Optional) Additional layers base concrete Mearlcrete H-Shield CR-20 insulation CR-20 Mule -Hide TPO-c/TPO-c BA -240.0 LWC-4 Structural Min. 250 psi, Min. 2-inch thick, Min. 1-inch Poly ISO 1 or (Optional) Additional layers base concrete Elastizell Range II LWIC H-Shield OB500 insulation OBS00 Mule -Hide TPO-c/TPO c BA -225.0 TABLEAB-1: LIGHTWEIGHT CONCRETE.OVER STEEL DECK - NEW CONSTRUCTION OR RE -ROOF: (TEAR OFF) " SYSTEM TYPE F: NON -INSULATED; BONDED ROOF COVER , Lightweight Concrete (Note 15) Roof Cover (Note 16) System No Deck (Note i) MDP Surface Supplemental Attachment Type Treatment Type Attach (psf) Fasteners Density Min. 22 ga., Type B, Grade 33 steel Min. 36 pcf wet cast density, min. 200 psi, min. 2- LWC-5_ at max. 6 ft spans attached 6-inch inch thick Celcore MF Cellular Concrete (cast with None None N/A Mule -Hide TPO-c BA or Aqua -60.0 O.C. or without min. 1" EPS holey board). Note A. TPO c Base 120 BA Min. 22 ga., Type B, Grade 33 steel Min. 38 pcf wet cast density, min. 200 psi, min. LWC-6 at max. 4 ft spans attached 6-inch 1.625-inch thick Celcore MF Cellular Concrete Celcore PVA None N/A Mule -Hide TPO-c BA -67.5 followed by min. 1-inch EPS holey board with min. TPO-c O.C. 2.0-inch thick top coat. Note A. LWC-7 Min. 22 a., Type B, Grade 33 steel g YP Min. 36 pcf wet cast density, min. 200 psi, min. 2- inch thick Celcore MF Cellular Concrete (cast with None Mule -Hide HDP Fastener Z 1 per 9 ft Mule -Hide TPO-c BA or Aqua -67.5 at max. 6 ft spans 6-inch o.c. or without min. 1" EPS holey board). Note A. with 3" Insulation Plate - TPO-c Base 120 BA Note B LWC-8 Min. 22 a., Type B, Grade 33 steel g YP Min. 36 pcf wet cast density, min. 200 psi, min. 2- inch thick Celcore MF Cellular Concrete (cast with None Mule -Hide HDP Fastener 1 per 1 ftZ Mule -Hide BA orAqua at max. 6 ft spans 6-inch" o.c. or without min. 1" EPS holey board). Note A. with 3" Insulation Plate TPO-c BaseTPO- Base 120 BA Note B Note 8 Note A.) If the type of LWC to be used on the project is unknown, as in a re -roof (tear -off) condition, compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall be in accordance with ASTM C495 (for new pour) or ASTM C109 (for existing) and shall yield a minimum 200 psi result. Field withdrawal resistance testing in accordance with TAS 105 or ANSI/SPRI FX-1 and shall yield an average withdrawal performance not less than 55 lbf with a Trufast FM-90 Base Sheet Fastener. If question exists as to the adhesion to the LWC surface, field testing in accordance with ASTM E907 or FM Loss Prevention Data Sheet 1-29 is recommended. All testing shall be performed by an accredited testing agency acceptable to the Authority Having Jurisdiction. Note B.) Linear interpolation between supplemental attachment at 1 per 9 ftz for -67.5 psf and 1 per 1 ftz for -120.0 psf is permissible. Such interpolation shall be performed by a qualified design professional to the satisfaction of the Authority Having Jurisdiction. Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report M15060.06.09-RS for FL12772-RS Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 20 of 27 QOTRINITYIERD TABLE 46-2: LIGHTWEIGHT CONCRETE OVER, STRUCTURAL CONCRETE - NEW CONSTRUCTION SYSTEM TYPE F: NON -INSULATED; BONDED ROOF COVER System Deck (Note 1) Lightweight Concrete (Note 15) Roof Cover (Note 16) MDP Membrane Application • No. (Psf) Min. 2,500 psi structural LWC-9 concrete Min. 250 psi, Min. 2" thick, Elastizell Range II LWIC Mule -Hide TPO-c Aqua Base 120 BA -67.5 Min. 2,500 psi structural LWC-10 Min. 250 psi, Min. 2" thick, Elastizell Range II LWIC (EPS board optional) Mule -Hide TPO-c TPO-c BA -240.0 concrete Min. 2,500 psi structural LWC-11 Min. 300 psi, Min. 2" thick, Elastizell Range II LWIC (no EPS board) Mule -Hide TPO-c TPO-c BA -495.0 concrete "-WC-12 Min. 2,500 psi structural Min. 300 psi, Min. 2" thick, Celcore Cellular Concrete Mule -Hide TPO-c Aqua Base 120 BA -82.5 concrete Min. 2,500 psi structural LWC-13 Min. 300 psi, Min. 2" thick, Celcore Cellular Concrete Mule -Hide TPO-c TPO-c BA -135.0 concrete Min. 2,500 psi structural Min. 36 pcf wet cast density, min. 200 psi, min. 2-inch thick Celcore MF Cellular Concrete (cast with LWC-14 concrete or without min. 1" EPS holey board). Note A. Mule -Hide TPO-c Aqua Base 120 BA -217.5 Min. 2,500 psi structural Min. 36 pcf wet cast density, min. 200 psi, min. 2-inch thick Celcore MF Cellular Concrete (cast with LWC-15 concrete or without min. 1" EPS holey board). Note A. Mule -Hide TPO-c TPO-c BA -480.0 Note A.) If the type of LWC to be used on the project is unknown, as in a re -roof (tear -off) condition, compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall be in accordance with ASTM C495 (for new pour) or ASTM C109 (for existing) and shall yield a minimum 200 psi result. Field withdrawal resistance testing in accordance with TAS 105 or ANSI/SPRI FX-1 and shall yield an average withdrawal performance not less than 5S Ibf with a Trufast FM-90 Base Sheet Fastener. If question exists as to the adhesion to the LWC surface, field testing in accordance with ASTM E907 or FM Loss Prevention Data Sheet 1-29 is recommended. All testing shall be performed by an accredited testing agency acceptable to the Authority Having Jurisdiction. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report M15060.06.09-RS for FL12772-RS Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 21 of 27 r TABLE SA: GYPSUM, DECKS — REROOF (Tear -Off) WSTEM^TYPE .A-1: BONDED INSULATION, BONDED ROOF COVER System Deck (Notes 1 & 12) Base Insulation Layer Top Insulation Layer Roof Cover (Note 16) MDP No. Type Attach Type Attach Type Application (Psf) G-1. Existing sound gypsum or Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or Poly ISO 1, (Optional) Additional layers gypsum plank Poly ISO 2 CR-20 of base insulation CR-20 Mule -Hide TPO-c Aqua Base 120 BA -127.5 G 2. Existing sound gypsum or (Optional) Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or Min. X-inch Dens Deck or gypsum plank Poly ISO 1, Poly ISO 2 CR 20 Dens Deck Prime CR-20 Mule -Hide TPO-c Aqua Base 120 BA 127.5 Existing sound gypsum or Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or Poly ISO 1, (Optional) Additional layers gypsum P lank Poly ISO 2 Y CR-20 of base insulation CR-20 Mule -Hide TPO-c TPO-c BA -232.5 G-4. Existingsound gypsum or (Optional) Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or Min.'/< -inch Dens Deck or gypsum plank Poly ISO 1, Poly ISO 2 CR-20 Dens Deck Prime CR-20 Mule -Hide TPO-c TPO-c BA -232.5 Exterior Research and Design, LLC. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-R5 for FL12772-R5 Revision 5: 09/11/2017 Appendix 1, Page 22 of 27 QOTR-INITYIERD TABLE 6A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION; BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover (Note 16) MDP 'No. (Notes 1 & 12) Type Attach Type Attach Type Application (Psf) Existing asphaltic BUR or Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or Poly (Optional) Additional layers of base Mule -Hide R-1 mineral surface cap sheet ISO 1, Poly ISO 2 CR-20 insulation CR 20 TPO-c Aqua Base 120 BA -127.5 Existingasphaltic BUR or P (Optional) Min. inch ACFoam II, H-Shield, Min. A -inch Dens Deck or Dens Deck Mule -Hide R 2 mineral surface cap sheet ENRGY 3 or Poly ISO 1, Poly ISO 2 IS CR-20 Prime or SECUROCK Gypsum -Fiber CR-20 TPO-c Aqua Base 120 BA -127.5 Roof Board Existing asphaltic BUR or Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or Poly (Optional) Additional layers of base Mule -Hide 3 } mineral surface cap sheet ISO 1, Poly ISO 2 CR-20 insulation CR-20 TPO-c TPO-c BA -232.5 Existingasphaltic BUR or P (Optional) Min. inch ACFoam II, H-Shield, Min. Y.-inch Dens Deck or Dens Deck Mule -Hide R-4 mineral surface cap sheet IS ENRGY 3 or Poly ISO 1, Poly ISO 2 CR-20 Prime or SECUROCK Gypsum -Fiber CR-20 TPO-c TPO-c BA -232.5 Roof Board Existing asphaltic BUR or Min. 1.5-inch ACFoam II, H-Shield, ENRGY 3 or Poly (Optional) Additional layers of base Mule -Hide TPO-c BA or Aqua Base R-5 mineral surface cap sheet ISO 1, Poly ISO 2 OB500 insulation OB500 TPO-c 120 BA 120.0 Existing asphaltic BUR or (Optional) Min. 1.5-inch ACFoam II, H-Shield, X.-inch Dens Deck, Min. Dens Deck Mule -Hide TPO-c BA or Aqua Base R-6 mineral surface cap sheet ENRGY 3 or Poly ISO 1, Poly ISO 2 OB500 Prime or SECUROCK Gypsum -Fiber OB500 TPO-c 120 BA -120.0 Roof Board Exterior Research and Design, LLC. d/b/a Trinity ( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHz EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-R5 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 23 of 27 \P TRINITY I ERD TABLE 6B: STEEL -RECOVER SYSTEM TYPE C-2: PLATE -BONDED ROOF COVER All areas where the existing metal panels do not lay flush on the underlying purlin shall have a a25-inch diameter pilot hole pre -drilled into the panel prior to driving the Purlin Fastener into the purlin System Substrate Insulation Layer Attachment Roof Cover /Adhesive MDP (psf) Fasteners (Note 11) Spacing No. (Note 1) Existing standing seam or lap seam metal roof covers having min. 16 gauge (0.0598 One or more layers, any Mule -Hide Purlin Fastener and Mule -Hide TPO-c (minimum 60-mil) bonded to R-7 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 combination, RhinoBond Plate - TPO are fastened 12-inch o.c. along purlins RhinoBond Plate - TPO with RHINOBOND tool -30.0 ksi steel purlins spaced max.120-inch o.c. preliminarily fastened through to purlins per manufacturer's instructions. } Existing standing seam or lap seam metal roof covers having min. 16 gauge (0.0598 One or more layers, any Mule -Hide Purlin Fastener and Mule -Hide TPO-c bonded to RhinoBond Plate - r8 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 combination, RHINOBOND Insulation Plate (TPO) 6-inch o.c. along purlins TPO with RHINOBOND tool per manufacturer's -37.5 ksi steel purlins spaced max. 120-inch o.c. preliminarily fastened are fastened through to purlins instructions. Existing standing seam or lap seam metal roof covers having min. 16 gauge (0.0598 One or more layers, any Mule -Hide Purlin Fastener and Mule -Hide TPO-c bonded to RhinoBond Plate - R-9 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 combination, RHINOBOND Insulation Plate (TPO) 12-inch o.c. along purlins TPO with RHINOBOND tool per manufacturer's -37.5 ksi steel purlins spaced max. 60-inch o.c. preliminarily fastened are fastened through to purlins instructions. Existing standing seam or lap seam metal One or more layers, any Mule -Hide Purlin Fastener and Mule -Hide TPO-c (minimum 60-mil) bonded to R-10 roof covers having min. 16 gauge (0.0598 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 combination, RHINOBOND Insulation Plate (TPO) 12-inch o.c. along purlins RhinoBond Plate -TPO with RHINOBOND tool -45.0 ksi steel purlins spaced max. 60-inch o.c. preliminarily fastened are fastened through to purlins per manufacturer's instructions. Existing standing seam or lap seam metal One or more layers, any Mule -Hide Purlin Fastener and Mule -Hide TPO-c (minimum 60-mil) bonded to R-li roof covers having min. 16 gauge (0.0598 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 combination, RHINOBOND Insulation Plate (TPO) 6-inch o.c. along purlins RhinoBond Plate - TPO with RHINOBOND tool -52.5 ksi steel purlins spaced max. 120-inch o.c. preliminarily fastened are fastened through to purlins per manufacturer's instructions. Existing standing seam or lap seam metal One or more layers, any Mule -Hide Purlin Fastener and Mule -Hide TPO-c bonded to RhinoBond Plate - R-12 roof covers having min. 16 gauge (0.0598 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 combination, RHINOBOND Insulation Plate (TPO) 6-inch o.c. along purlins TPO with RHINOBOND tool per manufacturers -67.5 ksi steel purlins spaced max. 60-inch o.c. preliminarily fastened are fastened through to purlins instructions. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization #t9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 24 of 27 \J TRINITY ER® TABLE6C: STEEL -RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY` ATTACHED ROOF COVER (All areas where the existing metol panels do not lay flush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre -drilled into the panel prior to driving the Purlin Fastener into the purlin:) System Deck (Note 1) Insulation Roof Cover MDP Type Attach Membrane Fasteners (Note 11) Attachment No. (Psf) Existing standing seam or lap seam metal roof covers One more layers, Prelim. Mule -Hide Mule -Hide Purlin Fastener -12-inch o.c. within 5.5-inch wide laps spaced R-13 having min. 16 ga. (0.0598-inch) to max. 3/16-inch any combination o attach or TPO-c EXTTRARA and 24 Seam Plate max. 138.5-inch o.c. to engage steel purlin. -30.0 thick steel purlins spaced max. 138.5-inch o.c. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule -Hide TPO-c Mule -Hide Purlin Fastener 12-inch o.c. within 5.5-inch wide laps spaced 14 having min. 16 ga. (0.0598-inch) to max. 3/16-inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate max. 115-inch o.c. to engage steel purlin. Laps -45.0 thick steel purlins spaced max. 115-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule -Hide TPO-c Mule -Hide Purlin Fastener 12-inch o.c. within 5.5-inch wide laps spaced R-15 having min. 16 ga. (0.0598-inch) to max. 3/16-inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate max. 54.5-inch o.c. to engage steel purlin. Laps -60.0 thick steel purlins spaced max. 54.5-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One more layers, Prelim. Mule-Hc Mule -Hide Purlin Fastener 6-inch o.c. within 5.5-inch wide laps spaced R-16 having min. 16 ga. (0.0598-inch) to max. 3/16-inch o any combination attach or TPO-c EXTRA E and 2.4 Seam Plate max. 138.5-inch o.c. to engage steel purlin. -60.0 thick steel purlins spaced max. 138.5-inch o.c. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule -Hide TPO-c Mule -Hide Purlin Fastener 6-inch o.c. within 5.5-inch wide laps spaced R-17 having min..16 ga. (0.0598-inch) to max. 3/16-inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate max. 90.5-inch o.c. to engage steel purlin. Laps -67.5 thick steel purlins spaced max. 90.5-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One more layers, Prelim. Mule -Hide Mule -Hide Purlin Fastener 9-inch o.c. within 5.5-inch wide laps spaced R-18 having min. 16 ga. (0.0598-inch) to max. 3/16-inch o any combination attach or TPO-c EXTTRARA and 24 Seam Plate max. 114.5-inch o.c. to engage steel purlin. -75.0 thick steel purlins spaced max. 114.5-inch o.c. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule -Hide TPO-c Mule -Hide Purlin Fastener 6-inch o.c. within 5.5-inch wide laps spaced R-19 having min. 16 ga. (0.0598-inch) to max. 3/16-inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate max. 42.5-inch o.c. to engage steel purlin. Laps -82.5 thick steel purlins spaced max. 42.5-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One more layers, Prelim. Mule -Hide Mule -Hide Purlin Fastener 6-inch o.c. within 5.5-inch wide laps spaced R-20 having min. 16 ga. (0.0598-inch) to max. 3/16-inch any combination o attach or TPO-c EXTTRARA and 24 Seam Plate max. 114.5-inch o.c. to engage steel purlin. -90.0 thick steel purlins spaced max. 114.5-inch o.c. Laps sealed with 1.5-inch heat weld. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M35060.06.09-R5 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 25 of 27 TRINITY ER® TABLE 6D: RECOVER APPLICATIONS SYSTEM TYPE E-1:. NON -INSULATED, MECHANICALLYATTACHED ROOF COVER System Deck Roof Cover No. (Note 1) Membrane Fasteners (Note 11) Fastener Spacing Lap Width Lap Spacing Seam Weld MDP (psf) (inch) (inch) (inch) (inch) R-21 Existing steel deck Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide 2.4" Seam Plates installed 12 5 139 Fleece Back, 60-mil through to engage existing deck (Field W/D a 6951bl) 1.5 -30.0 Existing steel deck, Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide 2.4" Seam Plates installed R 22 min. Grade 80 Fleece Back through to engage existing deck (Field W/D> 695lbf) 12 5.5 139 1.5 -30.0 �`I-23 Existing steel deck Mule -Hide TPO-c Mule -Hide EHD Plus Fasteners and Mule -Hide 2.4" PLUS Seam Plate 6 5 f Fleece Back, 60-mil installed through to engage existing deck (Field W/D> 434lbf) 139 1.5 -37.5 Existing steel deck, Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide 2.4" Seam Plates installed R-24 min. Grade 80 Fleece Back through to engage existing deck (Field W/D> 4341bj) 6 5.5 139 1.5 -37.5 R-25 Existing steel deck Mule -Hide TPO-c Mule -Hide EHD Plus Fasteners and Mule -Hide 2.4" PLUS Seam Plate 12 5 Fleece Back, 60-mil installed through to engage existing deck (Field W/D> 719lbf) 115 1.5 -37.5 Existing steel deck, Mule -Hide TPO-c Mule -Hide EHD Plus Fasteners and Mule -Hide 2.4" PLUS Seam Plate R-26 min. Grade 80 Fleece Back installed through to engage existing deck (Field W/D> 719lbf) 12 5.5 115 1.5 -37.5 Existing steel deck, Mule -Hide TPO-c Mule -Hide EHD Fastener and Mule -Hide 2.4" Seam Plates installed R 27 min. Grade 80 Fleece Back through to engage existing deck (Field W/D 2:455lbf) 6 5.5 91 1.5 -60.0 Existing steel deck, Mule -Hide TPO-c Mule -Hide EHD Plus Fasteners and Mule -Hide 2.4" PLUS Seam Plate R 28 min. Grade 80 Fleece Back, 60-mil installed through to engage existing deck (Field W/D> 9101bf) 12 5 91 1.5 -60.0 Existing structural Mule -Hide TPO-c Mule -Hide HDP Fastener and Mule -Hide 2.4" Seam Plates installed R 29 concrete Fleece Back through to engage existing deck (Field W/D> 695lbf) 12 5.5 139 1.5 -30.0 Existing structural Mule -Hide TPO-c Mule -Hide HDP Fastener and Mule -Hide 2.4" Seam Plates installed R-30 concrete Fleece Back through to engage existing deck Plates (Field W/D>_434lbf) 6 5.5 139 1.5 37.5 Existing structural Mule -Hide TPO-c Mule -Hide HDP Fastener and Mule -Hide 2.4" Seam Plates installed R-31 concrete Fleece Back through to engage existing deck (Field W/D> 719lbf) 12 5.5 115 1.5 -37.5 Existing structural Mule -Hide TPO-c Mule -Hide HDP Fastener and Mule -Hide 2.4" Seam Plates installed l.,-32 concrete Fleece Back through to engage existing deck (Field W/D>455lbfl 6 5.5 91 1.5 60.0 Existing structural Mule -Hide TPO-c Mule -Hide HDP Fastener and Mule -Hide 2.4" Seam Plates installed R-33 concrete Fleece Back, 60-mil through to engage existing deck (Field W/D > 910lbf) 12 5 91 1.5 -60.0 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Evaluation Report M15060.06.09-R5 for FL12772-RS Revision 5: 09/11/2017 Appendix 1, Page 26 of 27 QOTRINITYIERD ` TABLE 6E: RECOVEWAPPLICATIONS SYSTEM TYPE F-2: NEW LIGHTWEIGHT CONCRETE OVER EXITISTINGROOF; BONDED, ROOF COVER System Substrate (Notes 1 & 12j Roof Cover (Note 16) No. Lightweight Concrete (Note 1S) MDP (psi Deck Existing Roof Type Attach R-34 Structural Existing asphalt BUR or smooth- or granule -surface Min. 250 psi, Min. 2-inch thick, Elastizell Range II LWIC concrete SBS modified bitumen (EPS board optional) Mule -Hide TPO-c Aqua Base 120 BA -67.5 R-35 Structural Existing asphalt BUR or granule -surface SBS modified Min. 250 psi, Min. 2-inch thick, Elastizell Range II LWIC concrete bitumen (EPS board optional) Mule -Hide TPO-c TPO-c BA -302.5 R-36 Structural Existing asphalt BUR or smooth -surface SBS modified Min. 250 psi, Min. 2-inch thick, Elastizell Range II LWIC concrete bitumen (EPS board optional) Mule -Hide TPO-c TPO-c BA 342.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report M15060.06.09-RS for FL12772-RS Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017 Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 27 of 27