EVALUATION REPORT Soprema, Inc. 310 Quadral Drive Wadsworth, OH 44281

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1 EVALUATION REPORT Soprema, Inc. 310 Quadral Drive Wadsworth, OH EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization # Christian Street Oxford, CT PHONE: (203) FAX: (203) Evaluation Report S FL12490 Date of Issuance: 04/27/2009 SCOPE: This Evaluation Report is issued under Rule 9B-72 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 designed to comply with the 2007 Florida Building Code sections noted herein. DESCRIPTION: SOPREMA Modified Bitumen Roof Systems Over LWC Roof Decks LABELING: Each unit shall bear labeling 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 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 5, plus a 5-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No , Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2009 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity 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 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.

2 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Soprema Modified Bitumen Roof Systems, as produced by Soprema, Inc., have demonstrated compliance with the following sections of the 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 Wind FM Impact FM Physical Properties ASTM D Physical Properties ASTM D Physical Properties ASTM D REFERENCES: Entity Examination Reference Date ACRC (TST4671) TAS /11/2003 ERD (TST6049) Physical Properties /03/2005 FM Approvals (TST1867) FM D7A4.AM 11/09/1998 FM Approvals (TST1867) FM D0A0.AM 12/23/1998 FM Approvals (TST1867) FM /25/2000 FM Approvals (TST1867) FM /28/2006 IRT (TST7408) TAS /30/1999 Miami-Dade (CER 1592) FBC HVHZ Compliance /24/2008 UL (QUA1743) Quality Control R9516 Current 4. PRODUCT DESCRIPTION: This Evaluation Report covers Soprema Modified Bitumen Roof Systems installed in accordance with Soprema published installation instructions and the Limitations / Conditions of Use herein. The following Soprema products make up the subject systems. Type Base / Ply Sheets Smooth SBS Membranes, Mechanically Attached Table 1: Roll-Goods for Soprema Modified Bitumen Roof Systems Product Specification Reference Grade Type Sopra-G ASTM D4601 N/A II Modified Sopra-G ASTM D4601 N/A II Soprabase Proprietary N/A N/A Sopra 4897 ASTM D4897 N/A II Sopra IV ASTM D2178 N/A IV Sopra VI ASTM D2178 N/A VI Soprafix ASTM D6164 S I Soprafix-e ASTM D6164 S I Soprafix[X] ASTM D6164 S II Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report S FL12490 Date of Issuance: 04/27/2009 Page 2 of 5

3 Type Smooth SBS Membranes, Hot or Cold Applied Smooth SBS Membranes, Heat Welded Smooth SBS Membranes, Self-Adhering Granule SBS Membranes, Hot or Cold Applied Table 1 (continued): Roll-Goods for Soprema Modified Bitumen Roof Systems Product Specification Reference Grade Type Elastophene HS FR ASTM D6162 S III Elastophene Sanded ASTM D6163 S I Elastophene Sanded FR ASTM D6163 S I Elastophene HD ASTM D6163 S I Elastophene HR ASTM D6163 S II Elastophene HR FR ASTM D6163 S II Elastophene PS ASTM D6163 S I Elastophene HP Proprietary S N/A Elastophene 180 Sanded ASTM D6164 S I Elastophene 180 PS ASTM D6164 S I Sopralene 180 Sanded ASTM D6164 S I Sopralene 250 Sanded ASTM D6164 S II Sopralene 350 Sanded ASTM D6164 S II Elastophene Flam HS FR ASTM D6162 S III Elastophene Flam ASTM D6163 S I Elastophene Flam FR ASTM D6163 S I Elastophene Flam HR ASTM D6163 S II Elastophene Flam HR FR ASTM D6163 S II Elastophene SP ASTM D6163 S I Colvent TG ASTM D6163 S I Elastophene Flam HP Proprietary G N/A Sopralene Flam 180 ASTM D6164 S I Sopralene 180 SP ASTM D6164 S I Colvent 180 TG ASTM D6164 S I Sopralene Flam 250 ASTM D6164 S II Sopralene Flam 350 ASTM D6164 S II Colvent SA ASTM D6163 S I EPS Flam Stick ASTM D6163 S I Colvent 180 SA ASTM D6164 S I Sopralene Stick ASTM D6164 S I Sopralene Flam Stick ASTM D6164 S I Elastophene HS FR GR ASTM D6162 G III Elastophene GR ASTM D6163 G I Elastophene LS FR GR ASTM D6163 G I Elastophene FR GR ASTM D6163 G I Elastophene FR+ GR ASTM D6163 G I Elastophene HR FR GR ASTM D6163 G II Elastophene HP FR GR Proprietary G N/A Sopralene 180 GR ASTM D6164 G I Sopralene 180 FR GR ASTM D6164 G I Sopralene 250 GR ASTM D6164 G II Sopralene 250 FR GR ASTM D6164 G II Sopralene 350 GR ASTM D6164 G II Sopralene 350 FR GR ASTM D6164 G II Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report S FL12490 Date of Issuance: 04/27/2009 Page 3 of 5

4 Type Granule SBS Membranes, Heat Welded Granule SBS Membranes, Self-Adhering Table 1 (continued): Roll-Goods for Soprema Modified Bitumen Roof Systems Product Specification Reference Grade Type Elastophene Flam HS FR GR ASTM D6162 G III Elastophene Flam GR ASTM D6163 G I Elastophene Flam LS FR GR ASTM D6163 G I Elastophene Flam FR GR ASTM D6163 G I Elastophene Flam FR+ GR ASTM D6163 G I Elastophene Flam HR FR GR ASTM D6163 G II Elastophene Flam HP FR GR Proprietary G N/A Sopralene Flam 180 GR ASTM D6164 G I Sopralene Flam 180 FR GR ASTM D6164 G I Sopralene Flam 180 FR+ GR ASTM D6164 G I Sopralene Flam 250 GR ASTM D6164 G II Sopralene Flam 250 FR GR ASTM D6164 G II Sopralene Flam 250 FR+ GR ASTM D6164 G II Sopralene Flam 350 GR ASTM D6164 G II Sopralene Flam 350 FR GR ASTM D6164 G II Colphene GR ASTM D6163 G I Colphene FR GR ASTM D6163 G I Colphene HR GR ASTM D6163 G I Colphene HR FR GR ASTM D6163 G I Foil SBS Membranes Sopralast ASTM D6298 N/A I Reflective SBS Membranes Soprastar Sanded ASTM D6163 S I Soprastar Flam ASTM D6163 S I Soprastar Stick ASTM D6163 S I Soprastar 180 Sanded ASTM D6164 S II Soprastar Flam 180 ASTM D6164 S II 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ jurisdictions. 5.2 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC unless the exceptions stated in FBC and apply. 5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and installed to meet project design criteria to the satisfaction of the AHJ. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 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 RAS 117 and FM LPDS For fully-adhered insulation, 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 5.8 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 TAS 105 or ANSI/SPRI FX-1. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report S FL12490 Date of Issuance: 04/27/2009 Page 4 of 5

5 5.9 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 ASTM E907 or FM LPDS 1-52 shall be conducted on mock-ups of the proposed new roof assembly 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 AHJ, as documented through field uplift testing in accordance with ASTM E907 or FM LPDS 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 RAS 111, except the basic wind speed shall be determined from FBC Figure All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9B INSTALLATION: 6.1 Soprema Modified Bitumen roof systems shall be installed in accordance with Soprema published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 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 for F.A.C. Rule 9B-72 QA requirements. 9. QUALITY ASSURANCE ENTITY: Underwriters Laboratories QUA1743 (847) THE FIVE-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report S FL12490 Date of Issuance: 04/27/2009 Page 5 of 5

6 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1 LWIC over Steel or Concrete New or Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover LWIC over Steel New or Reroof (Tear-Off) E Non-Insulated, Bonded Roof Cover 4 3 LWIC over Concrete New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 5 The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. For LWIC over, reference is made to FBC Section , Point 1, which states Lightweight insulating concrete over, twin tees, precast units or other non-venting substrates shall be vented to allow for the escape of excess moisture. 2. Unless otherwise noted, the use of min. 1-inch to max. 12-inch thick Apache Holey Board Polystyrene Insulation is optional within the LWIC assembly. 3. Where referenced, Agent and are applied at a rate of 600 ft 2 /gal. 4. For mechanically attached base sheet or base membrane, 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. 5. For bonded assemblies, 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. 6. 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 TAS 105 or ANSI/SPRI FX For existing substrates in a bonded recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907 or FM LPDS 1-52 to 1.5 times design. 8. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Soprema Roof Covers Reference Layer Material Application BP-AA (Base and Ply sheets, Asphalt-Applied) SBS-AA (SBS, Asphalt-Applied) Base or Ply Base or Ply Cap One or more Sopra-G, Modified Sopra-G, Soprabase, Sopra IV, Sopra VI Elastophene HS FR, Elastophene Sanded, Elastophene Sanded FR, Elastophene HD, Elastophene HR, Elatophene HR FR, Elastophene PS, Elastophene HP, Elastophene 180 Sanded, Elastophene 180 PS, Sopralene 180 Sanded, Sopralene 250 Sanded, Sopralene 350 Sanded Elastophene HS FR GR, Elastophene GR, Elastophene LS FR GR, Elastophene FR GR, Elastophene FR+ GR, Elastophene HR FR GR, Elastophene HP FR GR, Sopralene 180 GR, Sopralene 180 FR GR, Sopralene 250 GR, Sopralene 250 FR GR, Sopralene 350 GR, Sopralene 350 FR GR, Soprastar Sanded, Soprastar 180 Sanded. Hot asphalt at lbs/square Hot asphalt at lbs/square Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report s for FL12490 Certificate of Authorization #9503 Date of Issuance: 04/27/2009 Prepared by: Robert Nieminen, PE Appendix 1, Page 1 of 5

7 Soprema Roof Covers (continued) Reference Layer Material Application SBS-CA (SBS, Cold-Applied) (SBS, Torch-Applied) (SBS, Self-Adhering) Base or Ply Cap Base or Ply Cap Base or Ply Cap Elastophene HS FR, Elastophene Sanded, Elastophene Sanded FR, Elastophene HD, Elastophene HR, Elatophene HR FR, Elastophene PS, Elastophene HP, Elastophene 180 Sanded, Elastophene 180 PS, Sopralene 180 Sanded, Sopralene 250 Sanded, Sopralene 350 Sanded Elastophene HS FR GR, Elastophene GR, Elastophene LS FR GR, Elastophene FR GR, Elastophene FR+ GR, Elastophene HR FR GR, Elastophene HP FR GR, Sopralene 180 GR, Sopralene 180 FR GR, Sopralene 250 GR, Sopralene 250 FR GR, Sopralene 350 GR, Sopralene 350 FR GR, Soprastar Sanded, Soprastar 180 Sanded. Elastophene Flam HS FR, Elastophene Flam, Elastophene Flam FR, Elastophene Flam HR, Elastophene Flam HR FR, Elastophene SP, Elastophene Flam HP, Sopralene Flam 180, Sopralene Flam SP, Sopralene Flam 250, Sopralene Flam 350 Elastophene Flam HS FR GR, Elastophene Flam GR, Elastophene Flam LS FR GR, Elastophene Flam FR GR, Elastophene Flam FR+ GR, Elastophene Flam HR FR GR, Elastophene Flam HP FR GR, Sopralene Flam 180 GR, Sopralene Flam 180 FR GR, Sopralene Flam 180 FR+ GR, Sopralene Flam 250 GR, Sopralene Flam 250 FR GR, Sopralene Flam 250 FR+ GR, Sopralene Flam 350 GR, Sopralene Flam 350 FR GR, Sopralast, Soprastar Flam, Soprastar Flam 180. EPS Flam Stick, Sopralene Stick, Sopralene Flam Stick Colphene GR, Colphene FR GR, Colphene HR GR, Colphene HR FR GR, Soprastar Stick FM Adhesive or FM Adhesive (VOC) at 1½ - 2 gal/square Torch-Applied Self-Adhering System No. LWC-1 LWC-2 LWC-3 TABLE 1: LIGHTWEIGHT CONCRETE DECKS OVER STEEL OR STRUCTURAL CONCRETE NEW CONSTRUCTION or REROOF (Tear-Off) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Structural Deck o.c. or o.c. or o.c. or Deck (See Notes 1 & 2) Base Sheet Roof Cover Bonding Agent / Primer Lightweight Concrete Concrete Concrete Concrete Surface Treatment Type Fasteners Attach Ply Cap Sopra-G, Modified Sopra-G, Soprabase or Sopra 4897 Sopra-G, Modified Sopra-G, Soprabase or Sopra 4897 Sopra-G, Modified Sopra-G or Sopra 4897 Soprema BSF 1.7 or OMG CR BSF Simplex Base- Lok Twin Loc-Nails 7-inch o.c. at the 4- inch laps and 7-inch o.c. in two equally spaced, staggered center rows 9-inch o.c. at the 4- inch laps and 12-inch o.c. in two equally spaced, staggered center rows 9-inch o.c. at the 4- inch laps and 9-inch o.c. in two equally spaced, staggered center rows BP-AA, SBS-CA or BP-AA, SBS-CA or BP-AA, SBS-AA or SBS-CA or SBS-CA or MDP (psf) Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report s for FL12490 Certificate of Authorization #9503 Date of Issuance: 04/27/2009 Prepared by: Robert Nieminen, PE Appendix 1, Page 2 of 5

8 System No. LWC-4 LWC-5 LWC-6 TABLE 1: LIGHTWEIGHT CONCRETE DECKS OVER STEEL OR STRUCTURAL CONCRETE NEW CONSTRUCTION or REROOF (Tear-Off) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Structural Deck o.c. or o.c. or o.c. or Deck (See Notes 1 & 2) Base Sheet Roof Cover Bonding Agent / Primer Lightweight Concrete Concrete Concrete Concrete Surface Treatment Type Fasteners Attach Ply Cap Soprabase Soprabase Soprafix[F] Twin Loc-Nails Soprema BSF 1.7 or OMG CR BSF Tri-Fixx 9-inch o.c. at the 4- inch laps and 9-inch o.c. in two equally spaced, staggered center rows 7-inch o.c. at the 4- inch laps and 7-inch o.c. in two equally spaced, staggered center rows 10-inch o.c. within the 5-inch wide heatwelded side lap BP-AA or SBS-AA BP-AA, or MDP (psf) SBS-AA or LWC-7 o.c. or Concrete Soprafix[F] Tri-Fixx 7-inch o.c. within the 5-inch wide heatwelded side lap LWC-8 o.c. or Concrete Soprafix[F] Tri-Fixx 8-inch o.c. within 5- inch wide heat-welded side lap and 8-inch o.c. in one center row LWC-9 o.c. or Concrete Soprafix or Soprafix[X] Twin Loc-Nails thru Soprafix MBB-TL or PBB-TL 6-inch o.c. within 4- inch wide heat-welded side lap and 6-inch o.c. in one center row. or Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report s for FL12490 Certificate of Authorization #9503 Date of Issuance: 04/27/2009 Prepared by: Robert Nieminen, PE Appendix 1, Page 3 of 5

9 System No. LWC-10 LWC-11 LWC-12 TABLE 2: LIGHTWEIGHT CONCRETE DECKS OVER STEEL NEW CONSTRUCTION or REROOF (Tear-Off) SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER Deck (See Notes 1 & 2) Structural Deck Bonding Agent / Primer Lightweight Concrete G90 steel deck at max. 6 ft spans attached with Traxx/5 fasteners, 6 o.c. G90 steel deck at max. 6 ft spans attached with Traxx/5 fasteners, 6 o.c. G90 steel deck at max. 6 ft spans attached with Traxx/5 fasteners, 6 o.c. Agent at 1200 ft2/gal. Agent at 1200 ft2/gal. Agent at 1200 ft2/gal inch 2.25-inch 2.25-inch Surface Treatment Roof Cover Primer Base Ply Cap Colvent SA, Colvent 180 SA, Colvent TG or Colvent 180 TG Colvent SA, Colvent 180 SA, Colvent TG or Colvent 180 TG Soprema sandsurfaced ribbon bonded in HVMA II, 12 o.c. SBA-TA or SBS-AA or SBS- TA SBS-AA or SBS- TA or SBS- SA MDP (psf) Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report s for FL12490 Certificate of Authorization #9503 Date of Issuance: 04/27/2009 Prepared by: Robert Nieminen, PE Appendix 1, Page 4 of 5

10 System No. LWC-13 LWC-14 LWC-15 LWC-16 LWC-17 LWC-18 LWC-19 LWC-20 LWC-21 LWC-22 TABLE 3: LIGHTWEIGHT CONCRETE DECKS OVER STRUCTURAL CONCRETE NEW CONSTRUCTION SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER Deck (See Notes 1 & 2) Structural Deck Temp Roof / VB Bonding Agent Lightweight Concrete Asphaltic plies with asphalt flood coat Asphaltic plies with asphalt flood coat Asphaltic plies with asphalt flood coat Asphaltic plies with asphalt flood coat Asphaltic plies with asphalt flood coat Agent Agent Agent Agent Agent Surface Treatment Roof Cover Primer Base Ply Cap Colvent SA Soprema sand-surfaced ribbon bonded in HVMA II, 12 o.c. Colvent SA Colvent TG Colvent SA Soprema sand-surfaced ribbon bonded in HVMA II, 12 o.c. Colvent SA Colvent TG SBA-TA or or or SBA-TA or or or MDP (psf) or or or or or or Note: For LWIC over, reference is made to FBC Section , Point 1, which states Lightweight insulating concrete over, twin tees, precast units or other non-venting substrates shall be vented to allow for the escape of excess moisture Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report s for FL12490 Certificate of Authorization #9503 Date of Issuance: 04/27/2009 Prepared by: Robert Nieminen, PE Appendix 1, Page 5 of 5