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

Transcription

1 EVALUATION REPORT Soprema, Inc. 310 Quadral Drive Wadsworth, OH EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization # MATTOON ROAD WATERBURY, CT PHONE: (203) FAX: (203) Evaluation Report FL3915-R2 Date of Issuance: 07/20/2005 Revised: 04/18/2007 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 2004 Florida Building Code, with 2006 Supplements. DESCRIPTION: Soprafix Modified Bitumen Roof Systems 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. 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 4, plus a 7-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration 59166, Florida DCA ANE1983 The facimilie seal appearing was authorized by Robert Nieminen, P.E. on 04/18/2007 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: Soprafix 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 Weathering ASTM G Impact FM Physical Properties ASTM D Physical Properties ASTM D Physical Properties ASTM D REFERENCES: Entity Examination Reference Date FM Approvals FM X3A7.AM 09/08/1994 FM Approvals FM /28/2003 FM Approvals FM /03/2003 FM Approvals FM /27/2006 FM Approvals FM /28/2006 FM Approvals FM /25/2006 IRT-ARCON TAS 114 (FM 4470) /20/1999 FM Approvals Ultraviolet Weathering 1W8A1.AM 02/04/1994 Miami-Dade BCCO Physicals /09/2006 Underwriters Laboratories Quality Control R /09/ PRODUCT DESCRIPTION: This Evaluation Report covers and Systems. or base membrane is mechanically attached to Approved substrates followed by optional ply membranes and a cap membrane, as outlined in the Limitations / Conditions of Use herein. The following products make up the subject systemss. Type Base Membrane: Ply Membrane (Optional): Table 1: Roll-Goods for Soprafix Modified Bitumen Roof Systems Specification Product Reference Grade Type Soprafix ASTM D6164 S I ASTM D6164 S I ASTM D6164 S II Elastophene Flam HS FR ASTM D6162 S III Elastophene Flam S I Elastophene Flam 2.2 S I Elastophene Flam FR ASTM D6163 S I Elastophene Flam FR 3.0 S I Elastophene Flam HR 3.0 Elastophene Flam HP Proprietary N/A N/A Sopralene Flam 180 S I Sopralene Flam S I ASTM D6164 Sopralene Flam 250 S II Sopralene Flam 350 S II S I Exterior Research and Design, LLC. Evaluation Report Certificate of Authorization #9503 FL3915-R2 Date of Issuance: 04/18/2007 Page 2 of 4

3 Type Cap Membranes: Specification Product Reference Grade Type Elastophene Flam HS FR GR ASTM D6162 G III Elastophene Flam GR G I Elastophene Flam FR GR G I Elastophene Flam FR+ GR G I Elastophene Flam HR FR GR G II ASTM D6163 Colphene GR G I Colphene FR GR G I Colphene HR GR G I Colphene HR FR GR Elastophene Flam HP FR GR Proprietary N/A N/A Sopralene 180 GR G I Sopralene 180 FR GR G I Sopralene Flam 180 GR 3.5 G I Sopralene Flam 180 FR GR G I Sopralene Flam 180 FR GR 3.5 G I Sopralene Flam 180 FR+ GR G I Sopralene 250 GR G II ASTM D6164 Sopralene 250 FR GR G II Sopralene Flam 250 FR GR G II Sopralene Flam 250 FR+ GR G II Sopralene 350 GR G II Sopralene 350 FR GR G II Sopralene Flam 350 GR G II Sopralene Flam 350 FR GR G G I II 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ jurisdictions. 5.2 Refer to a current Roofing Materials Directory for surfacing requirements and fire rating. 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 The maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones having a design pressure requirement in excess of the maximum design pressure shall employ a tighter component attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS For existing roof decks in a recover or re-roof (tear off) installation, 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 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9B-72. Exterior Research and Design, LLC. Evaluation Report Certificate of Authorization #9503 FL3915-R2 Date of Issuance: 04/18/2007 Page 3 of 4

4 6. INSTALLATION: 6.1 Soprafix Modified Bitumen Roof Systems shall be installed in accordance with Soprema current, 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 For installations over profiled steel deck, the or base 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: Wadsworth, OH Drummondville, QC Chilliwack, BC 9. QUALITY ASSURANCE ENTITY: Underwriters Laboratories QUA THE SEVEN (7) PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report Certificate of Authorization #9503 FL3915-R2 Date of Issuance: 04/18/2007 Page 4 of 4

5 WIND UPLIFT PERFORMANCE TABLES: 1. GENERAL NOTES: 1.1 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. 1.2 Base membrane fasteners shall be of sufficient length for the following fastener engagement for each deck type. Steel: Minimum ¾-inch steel penetration and engage the top flute of the steel deck. Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions. Twin Loc-Nails: Sufficient length to embed into the deck not less than 1.3 inches 1.3 The maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones having a design pressure requirement in excess of the maximum design pressure shall employ a tighter component attachment density designed by a qualified design professional to resist the elevated pressure criteria. 1.4 For 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 SOPRAFIX INSTALLATIONS: 2.1 Soprafix and laps are heat or hot air welded. Welding is limited to hot air when using the or -TL. 2.2 Unless otherwise noted, laps are self-adhering. 2.3 Top surfaces of Soprema membranes having a sand finish shall be primed with Elastocol 500, Elastocol 600c or Aquatac at 1 gal/sq prior to application of subsequent selfadhering ply or cap membranes. 2.4 Partially, cold s involve the following: laps are heat or hot air welded, as in a standard installation. laps are with two 1-inch wide beads of HVMA-II applied to each side of the fastening row within the lap. Upon adhesive application, laps are closed and rolled to produce a 1/8-inch flow of adhesive from beneath the lap. One 1-inch wide bead of HVMA-II is applied atop the Base Membrane laps and used as the centerline for the Cap Sheet, which is rolled into the wet bead. One 1-inch wide bead of HVMA-II is applied at the underside of the Cap Sheet leading edge, approximately 1½-inch in from the edge. One 1-inch wide bead of HVMA-II is applied within the 3-inch wide, Cap Sheet finished lap. Upon adhesive application, laps are closed and rolled to produce a 1/8-inch flow of adhesive from beneath the lap. 3. INSULATION WITHIN SOPRAFIX SYSTEMS: 3.1 Insulation is required in New Construction or Re-Roof (Tear-Off), Steel Deck applications. 3.2 Insulation is optional in New Construction or Re-Roof (Tear-Off), Structrual Concrete applications. 3.3 Insulation shall not be installed atop New Construction, Lightweight Insulating Concrete Decks. 3.4 Insulation is optional in Recover applications. 3.5 All Soprafix / x applications are non-insulated. 3.6 Unless otherwise noted, the insulation may be any one layer or combination of the following insulations that meets the quality assurance requirements of F.A.C. Rule 9B-72 and is documented as meeting FBC and, for foam plastic, FBC or , when installed with the roof cover. Composite boards: ASTM C1289, type III, IV, V or VI Expanded polystyrene: ASTM C578, min pcf Extruded polystyrene: ASTM C578, min pcf Perlite: ASTM C728 Polyisocyanurate: ASTM C1289, type I or II Wood fiberboard: ASTM C208 DensDeck, DensDeck Prime, Securock or Sopraboard. 3.7 Top layer of insulation shall be preliminarily attached with minimum four fasteners/plates per 4 x 8 ft board or minimum two fasteners/plates per 4 x 4 ft board. 3.8 Lightweight insulating concrete cast over steel or deck may be used as a substitute for rigid insulation board in Tables 1 and 2. In this case, LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. Base membrane fasteners (screws only) shall engage the underlying steel or deck, as described. Prepared by: Robert Nieminen, PE Appendix 1, Page 1 of 7

6 4. MEMBERANES WITHIN SOPRAFIX SYSTEMS: 4.1 HEAT-WELDED PLY SHEETS consist of: Composite reinforced: Elastophene Flam HP, Elastophene Flam HS FR Fiberglass reinforced: Elastophene Flam, Elastophene Flam 2.2, Elastophene Flam FR, Elastophene Flam FR 3.0, Elastophene Flam HR 3.0 Polyester reinforced: Sopralene Flam 180, Sopralene Flam , Sopralene Flam 250, Sopralene Flam SELF-ADHERING PLY SHEETS consist of: Fiberglass reinforced: EPS Flam Stick Polyester reinforced: Sopralene Stick, Sopralene Flam Stick 4.3 HEAT-WELDED CAP SHEETS consist of: Composite reinforced: Elastophene Flam HP FR GR, Elastophene Flam HS FR GR Fiberglass reinforced: Elastophene Flam GR, Elastophene Flam FR GR, Elastophene Flam FR+ GR, Elastophene Flam HR FR GR Polyester reinforced: Sopralene Flam 180 GR 2.5, Sopralene Flam 180 FR GR, Sopralene Flam 180 FR GR 3.5, 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, Unilay. 4.4 SELF-ADHERING CAP SHEETS consist of: Colphene GR, Colphene FR GR, Colphene HR GR, Colphene HR FR GR 4.5 PARTIALLY, COLD-ADHERED CAP SHEETS consist of: Sopralene 180 GR, Sopralene 180 FR GR, Sopralene 250 GR, Sopralene 250 FR GR, Sopralene 350 GR, Sopralene 350 FR GR. System S-1 S-2 S-3 S-4 S-5 S-6 Deck 33 steel 33 steel 33 steel TABLE 1A: NEW CONSTRUCTION - STEEL DECKS Base (A) Fasteners Spacing Ply (Optional) Cap or or Soprafix or Soprema #14 with 2- Soprema #14 with Soprema #14 with 2-24-inch o.c. in the 5-18-inch o.c. in the 4-18-inch o.c. in the 5-12-inch o.c. in everyother 5-inch lap. heat or hot air welded or bonded in HVMA-II or or or or or or Adhered Prepared by: Robert Nieminen, PE Appendix 1, Page 2 of 7

7 System S-7 S-8 S-9 S-10 S-11 S-12 S-13 Deck TABLE 1A: NEW CONSTRUCTION - STEEL DECKS Base (A) Fasteners Spacing Ply (Optional) Cap Soprafix or Unilay Soprafix or inch Soprafix 6-inch o.c. in everyother 5-inch lap. heat or hot air welded or bonded in HVMA-II inch heat-welded laps. 12-inch o.c. in a 6- inch lap 4-6-inch o.c. in everyother 4-inch lap. heat-welded Adhered Adhered TABLE 1B: NEW CONSTRUCTION - STEEL DECKS WITH SPECIFIC INSULATIONS System S-14 S-15 Deck Min. 22 ga., type B, Grade 33 steel at max. 6 ft spans attached 6 o.c. with two Traxx/5 and ¾ dia. washers Min. 22 ga., type B, Grade 33 steel at max. 6 ft spans attached 6 o.c. with two Traxx/5 and ¾ dia. washers Insulation Coverboard Type Attach Type Attach Base (A) Fasteners Spacing Ply Cap Min. 1.5-inch H-Shield, ACFoam II, M-Shield, ENRGY 3 Iso 95+GL or Multi-Max FA3 followed Min. 1.5-inch H-Shield, ACFoam II, M-Shield, ENRGY 3 Iso 95+GL or Multi-Max FA3 followed by min. ½-inch DensDeck Loose laid Loose laid Min. ½-inch DensDeck Min. ¼-inch Sopraboard 1 per 4 ft 2 1 per 4 ft 2 Soprafix(X) torch applied with 6-inch laps then mechanically fastened Soprafix(X) torch applied with 6-inch laps then mechanically fastened Soprema #15-EL Fasteners and Soprafix 2-3/8 SB Stress Soprema #15-EL Fasteners and Soprafix 2-3/8 SB Stress 6-inch o.c. in rows 18-inch apart 6-inch o.c. in rows 18-inch apart Heatwelded Heatwelded Heatwelded Heatwelded A. Base Membrane shall be run with its length perpendicular to the steel deck flutes. Prepared by: Robert Nieminen, PE Appendix 1, Page 3 of 7

8 System C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 Deck TABLE 2: NEW CONSTRUCTION CONCRETE DECKS Base Fasteners Spacing Ply (Optional) Cap or or Unilay Soprema #14 with 2-inch Soprafix Soprema #14 with Soprafix MBB, MBB-R or Soprema #14 with 2-inch Soprafix inch o.c. in the 5-18-inch o.c. in the 4-18-inch o.c. in the 5-12-inch o.c. in everyother 5-inch lap. heat or hot air welded or bonded in HVMA-II 6-inch o.c. in everyother 5-inch lap. heat or hot air welded or bonded in HVMA-II inch heat-welded laps. 12-inch o.c. in a 6- inch lap 4-6-inch o.c. in everyother 4-inch lap. heat-welded or or or or or or Adhered Adhered Adhered Prepared by: Robert Nieminen, PE Appendix 1, Page 4 of 7

9 TABLE 3: NEW CONSTRUCTION LIGHTWEIGHT CONCRETE DECKS System LWC-1 LWC-2 LWC-3 Deck LWIC (B) Celcore, Elastizell or Mearlcrete, min. 200 psi Celcore, Elastizell or Mearlcrete, min. 300 psi Elastizell, min. 200 psi Base Fasteners Spacing Ply (Optional) Cap 10-inch o.c. in the 5-9-inch o.c. in the 5-8-inch o.c. in the 5- and 8-inch o.c. in one center row or or or or Self or Self or Self LWC-4 Mearlcrete, min. 250 psi 8-inch o.c. in the 5- and 8-inch o.c. in one center row or or Self LWC-5 Celcore, Elastizell or Mearlcrete, min. 300 psi or Twin Loc- Nail with MBB-TL or -TL 6-inch o.c. in lap and 6-inch o.c. in one center row LWC-6 Elastizell, min. 300 psi 8-inch o.c. in the 5- and 8-inch o.c. in one center row B. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top-coat thickness is 2-inches. System CWF-1 CWF-2 Deck (C) Min. 2-inch thick Tectum I or Fibroplank Min. 2-inch thick Tectum I or Fibroplank TABLE 4: WIND UPLIFT PERFORMANCE NEW CONSTRUCTION CEMENTITIOUS WOOD FIBER DECKS Base Fasteners Spacing Ply (Optional) Cap or or Twin Loc-Nail with MBB- TL or -TL Twin Loc-Nail with MBB- TL or -TL 9-inch o.c. in lap and 9- inch o.c. in one center row 6-inch o.c. in lap and 6- inch o.c. in one center row (L) C. Tectum or Fibroplank roof decks shall be as specified by Tectum, Inc. or Martin Fireproofing and the Designer of Record to meet project design criteria to the satisfaction of the Authority Having Jurisdiction. Prepared by: Robert Nieminen, PE Appendix 1, Page 5 of 7

10 System Deck (M) R-1 Steel or concrete R-2 Steel or concrete R-3 Steel or concrete R-4 Steel or concrete R-5 Steel or concrete R-6 Steel or concrete R-7 Steel or concrete TABLE 5: RECOVER OR REROOF (TEAR-OFF) CONSTRUCTION Base (N) Fasteners (O) Spacing Ply (Optional) Cap or or R-8 Steel or concrete Unilay R-9 Steel or concrete R-10 Steel or concrete R-11 Steel or concrete Soprema #14 with 2- Soprema #14 with Soprema #14 with inch Soprafix 24-inch o.c. in the 5-18-inch o.c. in the 4-18-inch o.c. in the 5-12-inch o.c. in every-other 5-inch lap. Intermediate laps heat or hot air welded or bonded in HVMA-II inch o.c. in every-other 5-inch lap. Intermediate laps heat or hot air welded or bonded in HVMA-II 5-inch heat-welded laps inch o.c. in a 6- inch lap 5- or or or or or or Adhered Max. Design Pressure (psf) Fastener Design Value (lbf) Adhered Adhered Prepared by: Robert Nieminen, PE Appendix 1, Page 6 of 7

11 System Deck (M) R-12 Steel or concrete R-13 Steel or concrete R-14 R-15 R-16 R-17 R-18 REROOF (TEAR-OFF) ONLY: LWIC or gypsum REROOF (TEAR-OFF) ONLY: LWIC or gypsum REROOF (TEAR-OFF) ONLY: LWIC or gypsum REROOF (TEAR-OFF) ONLY: LWIC or gypsum REROOF (TEAR-OFF) ONLY: LWIC or gypsum R-19 CWF, LWIC or gypsum R-20 CWF, LWIC or gypsum TABLE 5: RECOVER OR REROOF (TEAR-OFF) CONSTRUCTION Base (N) Fasteners (O) Spacing Ply (Optional) Cap or or Twin Loc-Nail with MBB- TL or -TL Twin Loc-Nail with MBB- TL or -TL 4-6-inch o.c. in every-other 4-inch lap. Intermediate laps heat-welded 10-inch o.c. in the 5-10-inch o.c. in the 5-8-inch o.c. in the 5- and 8- inch o.c. in one center row 8-inch o.c. in the 5- and 8- inch o.c. in one center row 8-inch o.c. in the 5- and 8- inch o.c. in one center row 9-inch o.c. in lap and 9-inch o.c. in one center row 6-inch o.c. in lap and 6-inch o.c. in one center row or or or or or or or or Max. Design Pressure (psf) Fastener Design Value (lbf) Prepared by: Robert Nieminen, PE Appendix 1, Page 7 of 7