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HomeMy WebLinkAboutEVALUATION REPORT - ROOFING - 8-4-05C-BUCK Engineering '7 Certificate of Authorization # 8064 Specialty -Structural Engineering Evaluation Report Of SCANNED Englert, Inc. By "Series 2500" $t l.ude County Metal Roof Assembly for Florida Product Approval # FL 5019.2 Florida Building Code 2004 Method: 1- D Category: Roofing Sub - Category: Non — Structural Metal Roofing Product: Series 2500 Material: Aluminum Panel Thickness: 0.040" Thick Minimum Panel Width: 16" Maximum Coverage Support Type: Wood Deck Prepared for: Englert, Inc. 1200 Amboy Avenue — P.O. Box 149 Perth Amboy, NJ 08862 Prepared by: James L. Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Engineer Assistant: Gil Samson Report No. 05-281-2500-16-A4W Date: 8/3 105 Contents: Evaluation Report Pages 1— 3 Installation Method Pages 4 — 5 Jame- s L. Buckner P.LE. Florida P.E. 31242 ol +10 5- 1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck@cbuckinc.net FL #: FL 5019.2 j Date: 8/3/05 Report No.: 05-281-2500-16-A4W Page 2 of 5 C-BUCK Engineering Certificate of Authorization # 8064 Specialty Structural Engineering anufacturer: Englert, Inc. Product Name: 1 Series 2500 Panel Type: Aluminum, minimum 0.040" thick Panel Material Material shall comply with Table 1507.4.3 Standards: Panel Width(s) 16" Maximum (Net Coverage Width) Support Type: Wood Deck (Design of support system is not included in this evaluation) S pport Description: Plywood—15/32" or greater, or wood plank, per Section 2308.10.8 Slope Range: 2 : 12 or greater Design Uplift Pressure: 86 psf ( Safety Factor of 2: 1 ) Attachment To Support: Panels shall be attached to the deck with Englert, Inc. floating, two- piece clips. The clip base (Part No. 05082I) shall be fabricated from minimum 18 Gauge steel, with overall dimensions of 3.620" (long) by 1.180" (wide). The clip tab (Part No. 05082I) shall be fabricated from minimum 24 Gauge steel, with overall dimensions of 6.000" (long) by 2.174" (tall) with one return flap that is 0.715" (wide) by 6.000" (long). Attach each panel clip to the deck with minimum TWO #10 x minimum penetration through deck 3/1611, hex -head, self - drilling, corrosion resistant, wood screws, per ANSI/ASME B16.8.4. Underlayment: Minimum underlayment shall be per Section 1507.4.5 I Fire Classification: Fire Classification is outside the scope of Rule 9B-72, and is the not included in this evaluation. Additional approved substrates may be added for Fire Classification purposes. Install the "Series 2500 Panel' to the deck with clip rows spaced 3" from all ends and maximum 14" o.c. thereafter, along the length of the panel ribs. Within rows, clips shall be spaced maximum 16" o.c. across the width of the panel, at panel ribs. The standing seams shall be mechanically seamed to form a Double Lock (180 degree) seam. Install system in compliance with the attached installation method. C-BUCK Engineering FL #: FL 5019.2 Date: 8/3/05 Report No.: 05-281-2500-16-A4W Page 3 of 5 Certificate of Authorization # 8064 Specialty Structural Engineering Performance Standards: Roof assembly tested in accordance with UL580-94, Rev. 1998 Uplift Resistance Standard. I Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2004, Section 1507.4. Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as related to Rule 9B-72. System Limitations: The required design wind loads shall be determined for each project. The maximum fastener spacing listed herein shall not be exceeded. All rational analysis computations shall be prepared by a qualified design professional, as required by Florida Building Code, Section 105. This product is not approved for use in the High Velocity Hurricane Zone. i Referenced Data: 1. Certification of Independence 2. Quality Assurance Underwriters Laboratories, Inc. — Q.A. System ID: 1743 3. UL580-94 Test Hurricane Test Laboratories, LLC. Report No.: 0155-0916-04, Specimen #2 Report Date: 2/15/05 i it i I FL #: FL 5019.2 Date: 8/3/05 Report No.: 05-281-2500-16-A4W Page 5 of 5 C-BUCK Engineering i Clip Rows Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method (Continued) Englert, Inc. "Series 2500" Attached to Wood Deck Englert, Inc. Floating Clip Two -Piece Clip Base - Part No. 050821 Tab - Part No. 05082H aced W o.c. TWO #10 Hex -Head %— Self -Tapping Screws Deck - Miimum 15/32" Wood Assembly Isometric View 1.180" roll o Max I2-3 o � 1 3.620" Englert, Inc. R Clip 2500 Floating Top and Base (Base to engage Top) C-BUCK Engineering FL #: FL 5019.2 Date: 8/3/05 Report No.: 05-281-2500-16-A4W Page 4 of 5 Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Englert, Inc. "Series 2500" Attached to Wood Deck 16" Maximum Coverage Typical Panel Profile Clip Spaced Max. 16" o.c. Deck - Miimum 15/32" Wood Typical Assembly Profile - • Exterior Research & Design, L.L.C. - Building Science and Envelope Consultants ERD • Certificate of Authorization *9503 Evaluation Report 03901.06.05 Evaluation of IB Single Ply Roof Systems for Florida Product Approval #FL4672 Prepared for: IB Roof Systems, Inc. 2877 Chad Drive Eugene, Oregon 97408 Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166 Florida DCA ANE1983 Date of Issuance: June 9, 2005 ERD East: 2 Mattoon Road • Waterbury, CT 06708 • Voice (203) 596-7884 • Fax (203) 596-7058 Main Office: 2412 7`h Avenue W • Seattle, WA 98119 • Voice (206) 467-0054 • Fax (206) 467-5840 9n ERD G�ertificate of Authorization #9503 Manufacturer: Product Category: Sub -Category: Evaluation Method: Compliance Statement: Evaluation Report 03901.06.05 IB Roof Systems, Inc., FL4672 Date of Issuance: 06/09/2005 Page 2 of 4 IB Roof Systems, Inc. 2877 Chad Drive Eugene, OR 97408 Roofing Single Ply Roof Systems Method 1: Products specifically addressed in the FBC through performance criteria and standardized testing or comparative rational analysis methods. IB Single -Ply Membrane single ply roof systems, as marketed by IB Roof Systems, 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. Standards: Section Property Standard Year 1504.3.1 Wind FM 4470 1992 1504.6 Weathering ASTM G154 2000 Non-HVHZ: 1504.7 Impact FM 4470 1992 1505.1 Fire UL 790 1997 1507.13.2 Physicals ASTM D4434 1996 Product / System IB PVC/CPA and IB PVC/CPA Fleece Backed are nominal 40-mil (1.0 mm) to 80-mil Description: (2.0-mm) thick polyester fabric (9x9, 1000 denier) reinforced plasticized polyvinyl chloride (PVC) roof cover with a white, gray, blue, brown, tan or green weathering surface and a black or gray underside. IB Single -Ply Membrane is supplied in rolls 72 in. (1.8 m) by 100 ft (33.3 m) long. Side and end laps are sealed using hot air welding. The roof cover is fully adhered to Approved substrates using IB Water Borne Adhesive or Ashland Pliobond 7008, as outlined in the Limitations / Conditions of Use herein. Quality Assurance 1. Listing through FM Approvals (QUA 1860). Continued - QA documentation Documentation: comes in the form of the FM Approval Mark on all product containers. 2. Non-IB Roof System materials used in the system shall be manufactured under a quality assurance program administered by a Florida DCA Approved Quality Assurance Entity, and materials and/or packaging shall carry the appropriate labeling from the Quality Assurance Entity. 3. All testing forming the basis of this report was conducted in full accordance with the requirements of the Florida Building Code. System testing was conducted using full-scale test specimens using the appropriate test standard. Installation Requirements- 1. IB Roof Systems roof covers shall be installed in accordance with IB Roof Systems' published installation instructions, subject to the Limitations / Conditions of Use noted below. 2. System wind load resistance information is set forth in Appendix 1. ERD East: 2 Mattoon Road • Waterbury, CT 06708 • Voice (203) 596-7884 • Fax (203) 596-7058 Main Office: 2412 7" Avenue W • Seattle, WA 98119 • Voice (206) 467-0054 • Fax (206) 467-5840 ertificate of uthorization #9503 4. 5. / Conditions of Use: s Evaluation Report is not for use within the HVHZ. Evaluation Report 03901.06.05 IB Roof Systems, Inc., FL4672 Date of Issuance: 06/09/2005 Page 3 of 4 er to a current Approved Roofing Materials Directory for fire rating of this product. zteel decking and its attachment shall be as specified by the Designer of Record to meet project design criteria in accordance with FBC Chapter 22 to the satisfaction of the AHJ. Structural concrete roof decks shall be as specified by the Designer of Record to meet project design criteria in accordance with FBC Chapter 19 Code to the satisfaction of the AHJ. Lightweight concrete roof decks shall be as specified by the Designer of Record to meet project design criteria in accordance with FBC Section 1917 to the satisfaction of the AHJ. 6. Existing roof decks shall comply with the applicable sections of the FBC. 7. For recover installations, the existing roof shall be examined in accordance with FBC Section 1510. 8. For mechanically fastened insulation, the maximum design pressure for the selected assembly shall meet or exceed the field area (Zone 1) design criteria. Perimeter and corner areas (Zones 2 and 3) shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. 9. For 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. 10. For mechanically fastened insulation to existing roof decks (reroof or recover), 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. 11. For 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 membrane or insulation 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. 12. For 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 1-52. Certification of Independence: 1. ERD East 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. ERD East 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. ERD East: 2 Mattoon Road • Waterbury, CT 06708 • Voice (203) 596-7884 • Fax (203) 596-7058 Main Office: 2412 7' Avenue W • Seattle, WA 98119 • Voice (206) 467-0054 • Fax (206) 467-5840 I Evaluation Report 03901.06.05 IB Roof Systems, Inc., FL4672 RD Date of Issuance: 06/09/2005 • Certificate of Page 4 Of 4 IA thorization #9503 Continued Compliance: This compliance evaluation 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 ERD or Robert Nieminen, P.E. if any of these changes take place. Respectfully submitted, Robert Nieminen, P.E. Florida Reg. No. 59166 General Manager, ERD East Mandatory Appendix 1 follows I ERD East: 2 Mattoon Road • Waterbury, CT 06708 • Voice (203) 596-7884 • Fax (203) 596-7058 Main Office: 2412 7"' Avenue W • Seattle, WA 98119 • Voice (206) 467-0054 • Fax (206) 467-5840 ERD Certificate of enthn 17o tinn *9503 Evaluation Report 03901.06.05 IB Roof Systems, Inc. Date of Issuance: 06/09/2005 Appendix 1: Page 1 of 8 TABLE 1: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS OVER MECHANICALLY ATTACHED INSULATION OVER STEEL AND CONCRETE DECKS System Deck Insulation Layer Roof Cover Maximum Design Pressure (D) Type Attachment (C) (A) & (B) Mechanically attached with Dekfast #12 (steel only) Min. 22 ga. type B, Grade Min 1.5 in. thick, max. 4 x 4 ft or #14 with Hex Plate, Olympic #10 (steel only), Std (steel only) or HD with Std Plate, Tru-Fast TP IB PVC/CPA or IB PVC/CPA Fleece -Backed in IB Water SC-1 33 steel or dimension ACFoam-II, Hy -Therm AP Roof Insulation, Hy-Therm(a) AP (steel only), DP (steel only), HD, DL or CF (concrete only) with MP-3 or Plastic plate or IB Std (steel only) Borne Adhesive or Pliobond -30.0 psf min. 2,500 psi concrete Roof Insulation or Multi -Max FA or HD Fastener with IB Insulation Plate at 1 per 3.2 7008 at 280 ft2/gal. ft2 (five per 4 x 4 ft board) Mechanically attached with Dekfast #12 (steel only) Min. 22 ga. type B, Grade Min 1.5 in. thick, max. 4 x 4 ft or #14 with Hex Plate, Olympic #10 (steel only), Std (steel only) or HD with Std Plate, Tru-Fast TP IB PVC/CPA or IB PVC/CPA Fleece -Backed in IB Water SC-2 33 steel or dimension ACFoam-II, Hy -Therm AP Roof Insulation, Hy-Therm(a) AP (steel only), DP (steel only), HD, DL or CF (concrete only) with MP-3 or Plastic plate or IB Std (steel only) Borne Adhesive or Pliobond -45.0 psf min. 2,500 psi Roof Insulation or Multi -Max FA or HD Fastener with IB Insulation Plate at 1 per 2 ft? 7008 at 280 ft2/gal. concrete (eight per 4 x 4 ft board) Mechanically attached with Dekfast #12 (steel only) Min. 22 ga. type B, Grade Min 2.0 in. thick, max. 4 x 4 ft or #14 with Hex Plate, Olympic #10 (steel only), Std (steel only) or HD with Std Plate, Tru-Fast TP IB PVC/CPA or IB PVC/CPA Fleece -Backed in IB Water SC-3 33 steel or dimension ACFoam-II, Hy -Therm AP Roof Insulation, Hy-Therm(a) AP (steel only), DP (steel only), HD, DL or CF (concrete only) with MP-3 or Plastic plate or IB Std (steel only) Borne Adhesive or Pliobond -45.0 psf min. 2,500 psi Roof Insulation or Multi -Max FA or HD Fastener with IB Insulation Plate at 1 per 4 fe 7008 at 280 ft2/gal. concrete (four per 4 x 4 ft board) A. For existing decks in a re -roof (tear off) or recover installation, fasteners shall be tested in the existing aecK tor wiLnarawai resistance, r, quauocu u=191, piu niumi = a review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105. B. Steel decking and its attachment shall be as specified by the Designer of Record to meet project design criteria in accordance with FBC Chapter 22 to the satisfaction of the AHJ. Structural concrete roof decks shall be as specified by the Designer of Record to meet project design criteria In accordance with FBC Chapter 19 to the satisfaction of the AHJ C. For steel deck, fasteners shall engage the top flange of the steel deck and shall be of sufficient length for minimum V4 Inch penetration. For concrete deck, fasteners shall be installed with the manufacturer's recommended pilot hole with a minimum 1-inch embedment depth. D. The maximum design pressure for the selected assembly shall meet or exceed the field area (Zone 1) design criteria. Perimeter and corner areas (Zones 2 and 3) shall employ an insulation attachment density designed by a qualified design professional to resist the elevated pressure criteria. Evaluation Report 03901.06.05 IS Roof Systems, Inc. Date of Issuance: 06/09/2005 ERDV Appendix 1: Page 2 of 8 certificate of Authorization *9503 TABLE 2A: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS OVER NON -INSULATED STRUCTURAL CONCRETE DECKS System Base Insulation Layer(s) Top Insulation Layer Deck E Maximum Design Roof Cover No. ( ) Type Attachment Type Attachment IB PVC/CPA or IB pressure (G) PVC/CPA Fleece - Min. 2,500 psi Backed in IB Water C-1 structural None N/A None N/A Borne Adhesive or -512.5 psf concrete Pliobond 7008 at 280 ft2/gal. TABLE 2B: WIND UPLIFT PERFORMANCE IS ROOF SYSTEMS OVER BONDED INSULATION OVER STRUCTURAL CONCRETE DECKS System Base Insulation Layer(s) Top Insulation Layer Roof Cover Maximum Design Type Attachment (F) Type Attachment (F) No. Deck(E) Pressure(G) Applied in hot asphalt, IB PVC/CPA or IB One or more layers TITESET Roofing PVC/CPA Fleece - C-2 Min. 2,500 psi structural min. 1.5" thick Adhesive, Fastac Roofing None N/A Backed in IB Water Borne Adhesive or -215.0 psf p concrete ACFoam II or Multi- Max FA Adhesive or Weather-Tite One Step Foamable Pliobond 7008 at 280 Adhesive ft2/gal. IB PVC/CPA or IB One or more layers Applied in hot asphalt, Min. 1/4-Inch Applied in hot asphalt, PVC/CPA Fleece - C-3 Min. 2,500 psi structural min. 1.5" thick TITESET Roofing Adhesive DensDeck or T Roofing Adhesive or Fastac Adhesive Backed in IB Water Borne Adhesive or -255.0 psf concrete ACFoam II or Multi- Max FA or Fastac Roofing Adhesive SECUROCK@ Roofing Adhesive Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB Min. 2,500 psi One or more layers, min. 1.5" thick min. Back -mopped in hot Min. Back -mopped in hot PVC/CPA Fleece - Backed in IB Water -202.5 psf C-4 structural concrete C578, type IX asphalt DensDeck or SECUROCK@ asphalt Borne Adhesive or Pliobond 7008 at 280 EPS board ft2/gal. One or more layers Min. Ya-inch FM Tapered or flat Approved high IB PVC/CPA or IB Min. 2,500 psi ACFoam-II, ENRGY 3, Iso 95+ GL, Hy- Applied in IBond or density wood fiberboard, min. 1/a- Applied in IBond or PVC/CPA Fleece - Backed in IB Water -105.0 C-5 structural Therm AP Roof Pliodeck Insulation inch DensDeck or Pliodeck Insulation Borne Adhesive or psf concrete Insulation, Hy- Adhesive SECUROCK@ or Adhesive Pliobond 7008 at 280 Therm(a) AP Roof minimum 7/16- ft2/gal. Insulation or Multi- inch plywood or Max OSB ERD Certificate of e..eh-1—ti n &9503 Evaluation Report 03901.06.05 IB Roof Systems, Inc. Date of Issuance: 06/09/2005 Appendix 1: Page 3 of 8 TABLE 213: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS OVER BONDED INSULATION OVER STRUCTURAL CONCRETE DECKS Base Insulation Layer(s) Top Insulation Layer Roof Cover Maximum Design System No. Deck ( E) Pressure (G) Type Attachment (F) Type Attachment (F) One or more layers Tapered or flat IB PVC/CPA or IB ACFoam-II, ENRGY PVC/CPA Fleece - Min. 2,500 psi 3, Iso 95+ GL, Hy- Applied in IBond or . Backed in IB Water -157.5 psf C-6 structural Therm AP Roof Pliodeck Insulation None N/A Borne Adhesive or concrete Insulation, Hy- Adhesive Pliobond 7008 at 280 Therm(a) AP Roof ft2/gal. Insulation or Multi - Max Min. 1/2-inch FM Approved high IB PVC/CPA or IB Min2,500 psi One or more layers, � Applied in IBond or density wood fiberboard,min. 1/4- Applied in IBond or PVC/CPA Fleece - Backed in IB Water C-7 . structural min. 1.5" thick Pliodeck Insulation inch DensDeck or Pliodeck Insulation Borne Adhesive or -67.5 psf concrete ASTM C578, type IX Adhesive SECUROCK® or Adhesive Pliobond 7008 at 280 EPS board minimum 7/16- ft2/gal. inch plywood or OSB IB PVC/CPA or IB Min. 2,500 psi One or more layers, 1.5" thick TITESEi Roofing Adhesive Min. 1/a-inch TITESET Roofing PVC/CPA Fleece - Backed in IB Water -180.0 psf C-8 structural min. ASTM C578, type IX or Fastac Roofing DensDeck or SECUROCK@ Adhesive or Fastac Roofing Adhesive Borne Adhesive or concrete EPS board Adhesive Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB PVC/CPA Fleece - Min. 2,500 psi One or more layers Applied In OlyBond 500 (Optional) Min. 1/4- inch DensDeck or Applied in OlyBond500 Backed in IB Water -150.0 psf C-9 structural min. 1.5" thick Adhesive Fastener SECUROCKO Fastener Adhesive Fastener Borne Adhesive or concrete ACFoam II Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB Min. 2,500 psi ' P One or more layers, 1.0" thick Applied in OlyBond 500 , Min. /a -inch A lied in OI Bond 500 PP Y PVC/CPA Fleece - Backed in IB Water -52.5 psf C-10 structural min. ASTM C578, type IX Adhesive Fastener DensDeck or SECUROCKO Adhesive Fastener Borne Adhesive or concrete EPS board Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB Min. 2,500 psi One or more layers, min. 2.0" thick Applied In OlyBond 500 Min. 1/4-inch Applied in OlyBond 500 PVC/CPA Fleece - Backed in IB Water -120.0 psf C-11 structural ASTM C578, type IX Adhesive Fastener DensDeck or SECUROCKp Adhesive Fastener Borne Adhesive or concrete EPS board Pliobond 7008 at 280 ft2/gal. ERD certificate of A.,thn,*­Linn *9503 Evaluation Report 03901.06.OS IB Roof Systems, Inc. Date of Issuance: 06/09/200S Appendix 1: Page 4 of 8 TABLE 2B: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS OVER BONDED INSULATION OVER STRUCTURAL CONCRETE DECKS Base Insulation Layer(s) Top Insulation Layer Roof Cover Maximum Design Pressure (G) Type Attachment (F) Type Attachment (F) Deck(E) FSystem IB PVC/CPA or IB Min. 2,500 psi One or more layers min. 1.5" thick Applied in Weather-Tite Min. /a -inch lied in Weather-Tite Applied One Step Foamable PVC/CPA Fleece - Backed in IB Water -232.5 psf structural ACFoam II or Multi- One Step Foamable Adhesive DensDeck or SECUROCK® Adhesive Borne Adhesive or Pliobond 7008 at 280 concrete Max FA ft2/gal. IB PVC/CPA or IB PVC/CPA Fleece - Min. 2,500 psi One or more layers Roofing in Insta-Stik (O Min. 1/4- (Optional) inch DensDeck or Applied Inst Backed in IB Water -120.0 psf C-13 structural min. 1.5" thick Roofing Adhesive Roofing Adhesive Borne Adhesive or concrete ACFoam II SECUROCKO Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB PVC/CPA Fleece - Min. 2,500 psi One or more layers Applied Insta-Stik (Optional) Min. 1/a- inch DensDeck or A lied in Insta-Stik oo Backed in IB Water -67.5 psf C-14 structural min. 1.5" thick A Roofing Adhesive Roofing Adhesive Borne Adhesive or concrete Multi -Max FA SECUROCKp Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB Min. 2,500 psi One or more layers, min. 1.5" thick Applied in Insta-Stik Min. 1/4-inch Applied in Insta-Stik PVC/CPA Fleece - Backed in IB Water -120.0 psf C-15 structural ASTM C578, type IX Roofing Adhesive DensDeck or SECUROCKp Roofing Adhesive Borne Adhesive or Pliobond 7008 at 280 concrete EPS board ft2/gal. System No. C-15 C-16 TABLE 2C: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS OVER BONDED INSULATION OVER TEMPORARY- ROOF / VAPOR BARRIER OVER CONCRETE DECKS Deck Base Insulation Layer(s) Top Insulation Layer Roof Cover Maximum Design Pressure (G) (E) & (H) Type Attachment (F) Type Attachment (F) IB PVC/CPA or IB Min. 2,500 psi structural One or more layers Applied In hot asphalt, PVC/CPA Fleece - concrete with min. 1.5" thick TITESET Roofing Adhesive None N/A Backed in IB Water Borne Adhesive or temporary roof ACFoam II or Multi- or Fastac Roofing Pliobond 7008 at 280 / vapor Max FA Adhesive ft2/gal. barrier" IB PVC/CPA or IB Min. 2,500 psi structural One or more layers Applied in hot asphalt, , Min. /a -inch Applied in hot asphalt, PVC/CPA Fleece - concrete with min. 1.5" thick TITESET Roofing Adhesive DensDeck or TITESET RoofingBacked Adhesive or in IB Water Borne Adhesive or temporary roof ACFoam II or Multi- or Fastac Roofing SECUROCKO Roofing Adhessiveave Pliobond 7008 at 280 / vapor Max FA Adhesive ft2/gal. barrier" -215.0 psf -255.0 psf ERD Certificate of Authorization #9503 Evaluation Report 03901.06.05 I13 Roof Systems, Inc. Date of Issuance: 06/09/2005 Appendix 1: Page 5 of 8 TABLE 2C: WIND UPLIFT PERFORMANCE _ IB ROOF SYSTEMS OVER BONDED INSULATION OVER TEMPORARY ROOF / VAPOR BARRIER OVER CONCRETE DECKS System Deck Base Insulation Layer(s) Top Insulation Layer Roof Cover Maximum pressure Gi9n ( ) Type Attachment (F) Type Attachment (F) No. (E) & (H) IB PVC/CPA or IB Min. 2,500 psi structural One or more layers, Min. 1/4-inch Back -mopped in hot Fleece - PVC/CPA Fleece Backed in IB Water C-17 concrete with min. 1.5" thick Back -mopped in hot DensDeck or asphalt Borne Adhesive or -202.5 psf temporary roof ASTM C578, type IX asphalt SECUROCK@ Pliobond 7008 at 280 / vapor EPS board ft2/gal. barrier" Min. 2,500 psi IB PVC/CPA or IB PVC/CPA Fleece structural One or more layers, TITESET Roofing Adhesive Min. 1/4-inch TITESET Roofing Backed in IB Water -180.0 C-18 concrete with min. 1.5" thick or Fastac Roofing DensDeck or Adhesive or Fastac Borne Adhesive or psf temporary roof ASTM C578, type IX Adhesive SECUROCKp Roofing Adhesive Pliobond 7008 at 280 / vapor EPS board ft2/gal. barrier" h H E. Structural concrete roof decks shall be as specified by the Designer of Record to meet project design criteria In accordance with FBC Chapter 19 to the satisfaction of t e A J. F. Insulation adhesive application rates are as follows: Hot asphalt at 25 Ibs/square. • IBond or Pliodeck Insulation Adhesive In continuous 1/2-Inch beads spaced 12" o.c. Ribbons in all subsequent layers must be installed perpendicular to the preceding layer. • Insta-Stik Roofing Adhesive in continuous 3/4 to 1-inch beads spaced 12" o.c. • Weather-Tite One Step Foamable Adhesive in continuous 3/a to 1-inch ribbons spaced 12" o.c. • OlyBond 500 Adhesive Fastener in continuous 3/4 to 1-Inch ribbons spaced 12" o.c. • TITESET Roofing Adhesive or Fastac Roofing Adhesive in continuous 3 to 31/2-inch ribbons spaced 12" o.c. G. The maximum design pressure for the selected assembly shall meet or exceed the critical design criteria. No rational analysis to address higher design pressures is permissible. H. Temporary roof / vapor barrier for Table 2C shall be one of the following. Consult the vapor barrier / temporary roof system manufacturer for compatibility of cold adhesives used in roof assemblies Involving EPS material. • Hot -Applied: Primed concrete followed by optional hot asphalt applied base and/or ply sheets approved for use with roof cover followed by asphalt applied CertainTeed Flintlastic GMS, Firestone SBS Cap, GAF Ruberoid 30, Johns Manville DynaGlas, Soprema Elastophene GR or Sopralene 180 or 250 GR or Siplast Paradiene 30. • Torch -Applied: Primed concrete followed by optional torch -applied base membrane approved for use with roof cover followed by CertainTeed Flintlastic GTA or GTS, Firestone APP 180 FR Cap, GAF Ruberoid Torch GR, Johns Manville APPeX 4.5M, Soprema Elastophene Flam GR or Sopralene Flam 180 or 250 GR or Siplast Paradiene 30 TG. Self -Adhering: Primed concrete followed by optional self -adhered base membrane approved for use with roof cover followed by CertainTeed Flintlastic SA •Cap, GAF Liberty Cap, Johns Manville DynaGrip Cap or JMCleanBond Cap, Polyglass ElastoFlex SA VG or Soprema Colphene FR GR or Colphene HR FR GR. Cold -Applied: Primed concrete followed by optional cold -applied base and/or ply sheet approved for use with the roof cover followed by CertainTeed •Flintlastic GMS in FlintBond Adhesive, GAF Ruberoid 30 in Matrix 102 Adhesive, Johns Manville DynaGlas in MBR Adhesive, Polyglass ElastoFlex VG in 1000 MB SBS Adhesive, Soprema Elastophene GR or Sopralene 180 or 250 GR in FM Adhesive or FM Adhesive (VOC) or Siplast Paradiene 30 in PA-311 Adhesive. ERD Certificate of Authorization #9503 Evaluation Report 03901.06.05 IB Roof Systems, Inc. Date of Issuance: 06/09/2005 Appendix 1: Page 6 of 8 TABLE 3: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS OVER CELLULAR LIGHTWEIGHT INSULATING CONCRETE DECKS System Lightweight Insulating Concrete Deck (3) Deck I Maximum Design Roof Cover No. () Slurry EPS Board Top Coat Pressure (K) (Optional if no EPS board (Optional) Min. 1.0-Inch is installed) Min. 200 psi, Min. 200 psi, min. 2-Inch thick IB PVC/CPA or IB PVC/CPA Min. 2,500 psi thick, min. 1.0 pcf Apache cellular LWC top coat applied to Fleece -Backed in IB Water LWC-1 structural min. 1/8-inch thick Holey Board or other -242.5 psf concrete cellular LWC slurry coat Approved EPS board the concrete deck or to the EPS Borne Adhesive applied to the concrete applied into the slurry coat board 7008 at 280 ft2/gal. Pilobond deck I. Structural concrete roof decks shall be as specified by the Designer of Record to meet project design criteria in accordance with FBC Chapter 19 to the satisfaction of the AHJ. J. Acceptable cellular lightweight concrete include Celcore, Elastizell and Mearlcrete Installed In accordance with FBC Section 1917. K. The maximum design pressure for the selected assembly shall meet or exceed the critical design criteria. No rational analysis to address higher design pressures is permissible. TABLE 4A: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS IN RECOVER APPLICATIONS WITH MECHANICALLY ATTACHED INSULATION System Insulation Layer Roof Cover Maximum Design Fastener Design Value (M) Deck (L) No. Type Attachment (M) Pressure Mechanically attached with Dekfast #12 (steel max.4 Min 1.5 in. thick, max. 4 x 4 thick, only) or #14 with Hex Plate, Olympic #10 (steel IB PVC/CPA or IB ft dimension ACF ft dimension only), Std (steel only) or HD with Std Plate, Tru- PVC/CPA Fleece -Backed Steel or R-1 AP Roof P Roof Fast TP (steel only), DP (steel only), HD or DL in IB Water Borne -30.0 psf 96.0 Ibf concrete Insulation, h AP with MP-3 or Plastic plate or IB Std (steel only) or Adhesive or Pliobond Roof Insulation Multi -Max HD Fastener with IB Insulation Plate at 1 per 3.2 7008 at 280 ft2/gal. FA ftZ (five per 4 x 4 ft board) Mechanically attached with Dekfast #12 (steel Min 1.5 in. thick, max. 4 x 4 only) or #14 with Hex Plate, Olympic #10 (steel IB PVC/CPA or IB ft dimension ACFoam-II, ft dimension only), Std (steel only) or HD with Std Plate, Tru- PVC/CPA Fleece -Backed R-2 Steel or AP Roof P Roof Fast TP (steel only), DP (steel only), HD or DL in IB Water Borne -45.0 psf 90.0 Ibf concrete Insulation, AP' with MP-3 or Plastic plate or IB Std (steel only) or Adhesive or Pliobond Roof Insulation or Multi -Max HD Fastener with IB Insulation Plate at 1 per 2 ft2 7008 at 280 ft2/gal. FA (eight per 4 x 4 ft board) Mechanically attached with Dekfast-#12 (steel thick,max.4 Min 2.0 in. thick, max. 4 x 4 only) or #14 with Hex Plate, Olympic #10 (steel IB PVC/CPA or IB ft dimension ACF ft dimension only), Std (steel only) or HD with Std Plate, Tru- PVC/CPA Fleece -Backed R-3 Steel or AP Roof P Roof Fast TP (steel only), DP (steel only), HD or DL in IB Water Borne -45.0 psf 180 Ibf concrete Insulation, h AP with MP-3 or Plastic plate or IB Std (steel only) or Adhesive or Pilobond Roof Insulation Multi -Max HD Fastener with IB Insulation Plate at 1 per 4 ft2 7008 at 280 ft2/gal. FA (four per 4 x 4 ft board) r ERD Certificate of Authorization #9503 Evaluation Report 03901.06.OS IB Roof Systems, Inc. Date of Issuance: 06/09/200S Appendix 1: Page 7 of 8 TABLE 4113: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS IN RECOVER APPLICATIONS WITH BONDED INSULATION Substrate Base Insulation Layer(s) Top Insulation Layer Roof Cover Maximum Design Pressure (N) Type Attachment (N) Type Attachment (L) & (N) FSystem Applied in hot asphalt, IB PVC/CPA or IB One or more layers TITESET Roofing PVC/CPA Fleece - Existing BUR or min. 1.5" thick Adhesive, Fastac Roofing None N/A Backed in IB Water -215.0 psf modified ACFoam II or Multi- Adhesive or Weather-Tite Borne Adhesive or bitumen Max FA One Step Foamable Pliobond 7008 at 280 Adhesive ft2/gal. IB PVC/CPA or IB Existing BUR or One or more layers 1.5" thick Applied in hot asphalt, TITESET Roofing Adhesive Min. 1/4-inch Applied in hot asphalt, TITESET Roofing PVC/CPA Fleece- Backed In IB Water -255.0 psf R-5 modified min. ACFoam II or Multi- or Fastac Roofing DensDeck or SECUROCK@ Adhesive or Fastac Borne Adhesive or bitumen Max FA Adhesive Roofing Adhesive Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB Existing BUR or One or more layers, 1.5" thick Back -mopped in hot Min. 1/4-Inch Back -mopped in hot PVC/CPA Fleece - Backed in IB Water -202.5 psf R-6 modified bitumen min. ASTM C578, type IX asphalt DensDeck or SECUROCK@ asphalt Borne Adhesive or Pliobond 7008 at 280 EPS board ft2/gai. One or more layers Min. 1/2-Inch FM Tapered or flat Approved high IB PVC/CPA or II ACFoam-II, ENRGY density wood PVC/CPA Fleece - Existing BUR or 3, Iso 95+ GL, Hy- Applied in IBond or fiberboard, min. 1/4- Inch DensDeck or Applied in IBond or Pliodeck Insulation Backed in IB Wa -105.0 psf R-7 modified Therm AP Roof Pliodeck Insulation Borne Adhesive bitumen Insulation, Hy- Adhesive SECUROCK@ or Adhesive Pliobond 7008 at Therm(a) AP Roof minimum 7/16- ft2/gal Insulation or Multi- Inch plywood or Max OSB One or more layers Tapered or flat IB PVC/CPA or IB ACFoam-II, ENRGY PVC/CPA Fleece - Existing BUR or 3, Iso 95+ GL, Hy- Applied in IBond or N/A Backed in IB Water -157.5 psf R-8 modified Therm AP Roof Pliodeck Insulation None Borne Adhesive or bitumen Insulation, Hy- Adhesive Pliobond 7008 at 280 Therm(a) AP Roof ft2/gal. Insulation or Multi - Max Min. 1/2-inch FM Approved high IB PVC/CPA or IB Existing BUR or One or more layers, Applied in IBond or PP density wood fiberboard, min. 1/a- Applied in IBond or PVC/CPA Fleece - Backed in IB Water R-9 modified min. 1.5" thick Pliodeck Insulation Inch DensDeck or Pliodeck Insulation Borne Adhesive or -67.5 psf bitumen ASTM C578, type IX Adhesive SECUROCK@ or Adhesive Pliobond 7008 at 280 _ a EPS board _ _ minimum_7/16— inch plywood or — OSB ERD Certificate of Auth—ization *9503 Evaluation Report 03901.06.05 IB Roof_Systems, Inc. - Date of Issuance: 06/09/2005 Appendix 1: Page 8 of 8 TABLE 4B: WIND UPLIFT PERFORMANCE IB ROOF SYSTEMS IN RECOVER APPLICATIONS WITH BONDED INSULATION System Substrate Base Insulation Layer(s) Top Insulation Layer Roof Cover Maximum Design Pressure (N) Type Attachment (N) Type Attachment No. (L) & (N) IB PVC/CPA or IB Existing BUR or One or more layers, 1.5" thick TITESET Roofing Adhesive Min. 1/4-inch TITESET Roofing PVC/CPA Fleece- Backed in IB Water -180.0 psf R-10 modified min. ASTM type IX or Fastac Roofing Adhesive DensDeck or SECUROCK@ Adhesive or Fastac Roofing Adhesive Borne Adhesive or Pliobond 7008 at 280 bitumen EPS boardand ft2/gal. IB PVC/CPA or IB PVC/CPA Fleece - Existing BUR or One or more layers Applied in OlyBond 500 O Min. 1/a- i Optional) inch DensDeck or Applied in OlyBond 500 Backed in IB Water -150.0 psf R-11 modified min. 1.5" thick Adhesive Fastener Adhesive Fastener Borne Adhesive or bitumen ACFoam II SECUROCK@ Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB Existing BUR or One or more layers, min. 1.0" thick Applied in OlyBond 500 Min. 1/4-inch Applied in OlyBond 500 PVC/CPA Fleece - Backed in IB Water -52.5 psf R-12 modified ASTM C578, type IX Adhesive Fastener DensDeck or Dec SECUROCK@ Adhesive Fastener Borne Adhesive or bitumen EPS board Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB Existing BUR or One or more layers, min. 2.0" thick Applied in OlyBond 500 Min. 1/4-inch Applied in OlyBond 500 PVC/CPA Fleece - Backed in IB Water -120.0 psf R-13 modified ASTM C578, type IX Adhesive Fastener DensDeck or SECUROCK@ Adhesive Fastener Borne Adhesive or bitumen EPS board Pliobond 7008 at 280 ft2/gal. IB PVC/CPA or IB Existing BUR or One or more layers 1.5" thick Applied in Weather-Tlte Min. �/a-Inch lied in Weather-Tite Applied PVC/CPA Fleece - Backed In IB Water -232.5 psf R-14 modified min. ACFoam II or Multi- One Ste Foamable p DensDeck or One Step Foamable Borne Adhesive or bitumen Adhesive SECUROCK@ Adhesive Pliobond 7008 at 280 Max FA ft2/gal. L. The existing roof deck shall comply with the applicable sections or the rtic. i ne existing rooT sndii oe exam imu ut o�­ua­u -1-1 1- --• • ••• -- - -- -- Tables apply, depending on the deck type. M. For mechanically fastened Insulation, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum fastener performance requirement. Testing and analysis shall be in accordance with TAS 105. N. For bonded insulation systems in recover Installations, the existing roof surface shall be examined for compatibility with the membrane or insulation 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. Moreover, the existing roof assembly shall be capable of resisting the design pressure requirements for the project on Its own merit, as demonstrated through field testing in accordance with ASTM E907 or FM LPDS 1-52, to the satisfaction of the AH].