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HomeMy WebLinkAboutICP Foam 16NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 04 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION• ICP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-R9 12505 NW 441" Street FL6332-R9 Coral Springs, FL 33065 Date of Issuance: 08/08/2008 (888) 774-1419 Revision 9: 09/29/2020 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 products described herein have been evaluated for compliance with the 7" Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: POLYSETO AH-160 LABELING: Labeling shall be in accordance with the requirements of 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 or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOIetc. 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 10. Prepared by: Robert J.M. Nieminen, P.E. of The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 _ ,,. ;;{,,;« Nieminen, P.E. on 09/29/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. NEMO ETC, LLC 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 NEMO ETC, LLC 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. ©2018, NEMO ETC, LLC ONEMOletc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Roof Tile Adhesives Compliance Statement: POLYSET® AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated compliance with the following sections of the 7" Edition (2020) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Sections Property Standard Year 1504.2.1.1 Overturning resistance SSTD 11 1997 Entity Examination Reference Date ERD (TST 6049) Static Uplift — SSTD 11 P39740.02.12 02/20/2012 ERD (TST 6049) Static Uplift — SSTD 11 P39740.11.13-R1 01/02/2015 ICC-ES (EVL2396) 2012 IBC Compliance ESR-1709 12/01/2018 Miami -Dade (CER 1592) HVHZ compliance 17-0322.03 04/27/2017 NEMO (TST6049) Tensile Adhesion (ridge metal) 4i-ECM-20-SSCRT-01 09/29/2020 NEMO (TST6049) Tensile Adhesion 4p-ICP-20-SSLAP-01 09/29/2020 PRI (TST 5878) Static Uplift — SSTD 11 ECM-001-02-01 09/21/2001 PRI (TST 5878) Static Uplift — SSTD 11 PFI-006-02-01 05/09/2005 PRI (TST 5878) Static Uplift — SSTD 11 PFI-006-02-02 05/09/2005 PRI (TST 5878) Static Uplift — SSTD 11 PFI-007-02-01 10/11/2005 PRI (TST 5878) Static Uplift — SSTD 11 PFI-008-02-04 02/21/2006 PRI (TST 5878) Static Uplift — SSTD 11 PFI-009-02-03 02/21/2006 PRI (TST 5878) Static Uplift — SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift — SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift — SSTD 11 PFPI-010-02-01 12/07/2006 PRI (TST 5878) Static Uplift — SSTD 11 PFPI-011-02-01 12/07/2006 PRI (TST 5878) Static Uplift — SSTD 11 PFPI-012-02-01 12/07/2006 PRI (TST 5878) Static Uplift — SSTD 11 PFPI-013-02-01 12/07/2006 PRI (TST 5878) Static Uplift — SSTD 11 PFPI-014-02-01 12/07/2006 PRI (TST 5878) Static Uplift — SSTD 11 ECM-003-02-01 06/13/2008 PRI (TST 5878) Static Uplift — SSTD 11 ECM-004-02-01 06/13/2008 PRI (TST 5878) Static Uplift — SSTD 11 ECM-005-02-01 06/13/2008 PRI (TST 5878) Static Uplift — SSTD 11 ECM-006-02-01 06/13/2008 PRI (TST 5878) Static Uplift — SSTD 11 ECM-007-02-01 06/13/2008 PRI (TST 5878) Static Uplift — SSTD 11 ECM-008-02-01 06/13/2008 UL LLC (QUA 9625) Quality Assurance Service Confirmation 02/07/2018 UL, LLC. (QUA 9625) Quality Assurance Florida BCIS Current POLYSET® AH-160 is a two -component expanding polyurethane roof tile adhesive that is mixed and dispensed from a dispensing system provided by ICP Adhesives and Sealants, Inc. The components are available in refillable tanks or disposable cylinders. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 2 of 10 ONEMOletc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -Dade Counties). 5.3 This Evaluation Report 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. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 or R902 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not include evaluation of roof edge termination. 5.6 POLYSET® AH-160 may be used with flat, low and high profile tiles having a current Florida Statewide Product Approval or approved on a local -level by the Authority Having Jurisdiction. 5.7 Field tiles, meeting the limitations of FBC 1609.5.3, using POLYSET° AH-160 are limited to projects having an Aerodynamic Uplift Moment (M,,), determined in accordance with Table 2HB, 2HC, 2HD, 2GB, 2GC or 2GD of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or FBC 1609.5.3, not greater than the following Allowable Overturning Moment values. Refer to Section 10 and ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE 1: FIELD TILES IN POLYSET® AH-160 ALLOWABLE OVERTURNING MOMENT PERFORMANCE DATA (MARGINS OF5AFETYALREADY APPLIED) Tile (FBC 1609.5.3) Adhesive Paddy Placement (Section 10) Allowable Placement Overturning Type Profile Detail Paddy Details Moment (ft-lbf) #1 Independent; Single Paddy, Medium (2x7-inch, ^30 gram) 60 Clay or Flat /Low #2 Independent; Single Paddy, Large (2x10-inch, —45 gram) 112 Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile Concrete #3 overlap) 54 #1 Independent; Single Paddy, Medium (2x7-inch, —30 gram) 39 Clay or Medium #2 Independent; Single Paddy, Large (2x10-inch, —54 gram) 67 Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile Concrete #3 overlap) 58 Clay High #3 Independent; Single Paddy, Large (2x10-inch, —45 gram) 134 #1 Independent; Single Paddy, Medium (2x7-inch, —30 gram) 65 Clay or High #2 Independent; Single Paddy, Large (2x10-inch, —63 gram) 109 Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile Concrete #3 overlap) 40 Clay Barrel #4 2x10-inch x ^35 gram for pans; 2 @ 1x10-inch x —17 gram for cap 147 Concrete Barrel #4 2x10-inch x ^35 gram for pans; 2 @ 1x10-inch x —17 gram for cap 107 Clay Cap atop 2x #5 Independent: Continuous Paddy (-34 gram/ft) 135 stringer Concrete Cap atop 2x #5 Independent: Continuous Paddy p y (� 34 gram/ft) 116 stringer ClayCap atop 2x #6 Interdependent: 105 stringer Head: One (1) #10 x 2%" screw; Overlap: 1 x 6 inch (-10.5 gram) Concrete Cap atop 2x #6 Interdependent: 76 stringer Head: One (1) #10 x 2%" screw; Overlap: 1 x 6 inch (-10.5 gram) NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 3 of 10 ONEMOletc. 5.7.1 Data in Table 1 relates to installation over a TWO-PLY underlayment system, as detailed in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, using a hot -asphalt -applied, ASTM D6380, Class M cap sheet (commonly called a '30/90 system'). Alternate underlayment systems are those having a current Florida Statewide Product Approval and/or approved on a local -level by the Authority Having Jurisdiction, listed specifically for use with POLYSET® AH-160. 5.7.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with POLYSETO AH-160 shall be tested in accordance with SSTD 11 or Testing Application Standard TAS 101. For the interdependent multi -paddy method, an additional 2-to-1 margin above that specified in SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the 'allowable overturning moment'. 5.8 Hip and ridge tiles using POLYSET® AH-160 are limited to projects having hip/ridge design pressure requirements, Table 1A of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or the applicable design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3, not greater than the following values. Refer to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE 2: HIP & RIDGE TILES IN POLYSET11 AH-160 ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA MARGINS OF SAFETY ALREADY APPLIED) Placement Allowable Tile Substrate Detail Attachment Details Design (Section 10) Pressure (psf) Clay 2x PT ridge board #5 Independent: Continuous Paddy (-34 116 gram/ft) Concrete 2x PT ridge board #5 Independent: Continuous Paddy (— 34 107 gram/ft) Clay 2x PT ridge board #6 Interdependent: Head: One (1) #10 x 2%" 90 screw; Overlap: 1 x 6 inch (-10.5 gram) Concrete 2x PT ridge board #6 Interdependent: Head: One (1) #10 x 2%" 56 screw; Overlap: 1 x 6 inch (-10.5 gram) Clay or East Coast Metals "Trim Lock'"^" (FL5374): #5 Independent: Continuous Paddy (-34 173 Concrete aluminum, Galvalume® or stainless steel gram/ft) Clay or East Coast Metals "Trim Lock'"" Plus" Independent: Continuous Paddy 34 Concrete (FL5374): aluminum, Galvalume® or #5 gram/ft) 178 stainless steel Clay Ridged Systems "Top Notch" (FL8095) #5 Independent: Continuous Paddy ( 32 125 gram/ft) Concrete Ridged Systems "Top Notch" (FL8095) #5 Independent: Continuous Paddy 32 146 gram/ft) NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 4 of 10 ON EMO I etc. 6.1 POLYSET® AH-160 and the tile roof assembly shall be installed in accordance with the manufacturers' current published instructions, but not less than the requirements of FBC 1507.3 and the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, subject to the limitations in Section 5. 6.1.1 Installation of POLYSET° AH-160 shall be performed by applicators that hold a valid Qualified Applicator Card presented by ICP Adhesives and Sealants, Inc. 6.2 Underlayment shall hold current Florida Product Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable use with POLYSET® AH-160. The underlayment Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. 6.3 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. Proprietary hip and ridge metal shall be installed in accordance with the manufacturer's Florida Product Approval. I IF As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Tomball, TX 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409; Karen.buchmann@ul.com NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 5 of 10 10.1 I DETAIL #1: Independent, Medium Paddy: Nail through plastic cement [when required} Underlayment II ° ■ � k 7 in. `j..'121- n. f Bat4ensoption aI ° Eave Co u rse O - Eave Closure Paddy (Beneath Tile) Flat/Low Profile Tile •ascla i Nail through plastic cement (when required) Underlayment I r �2in. Battens opts ona I Eave *NEMO I etc. 0 loin.- 21 Medium Profile Tile Nail through plastic ce (when required) Paddy (Be neat It Tile) Underlayment r 7 in. - 2 in. Battens optiona I V Eave Course Fascia Weephole loin. 2;n, Eave closure Drip edge High Profile Tile Paddy (Beneath Tile) ',— Eave Closure Fascia NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 6 of 10 ON EMO I etc. 10.2 DETAIL #2: Independent, Large Paddy: Nail thrautlh plastic cement Paddy (Remeath Tile; Mhen required) p e Underl.3yinent Battens optional ,y Eave Course, / Eave Closure scia 1 FlatUw Profile Tile Nail through plasticcement (when required) Paddy (Beneat hTile) Underlayment 10in.x - 2 in.wide Battens optional 10 in; 2 in. Eave Closure Eave Course Fascia Medium Profile Tile Nail through plasticce (when required) Paddy (Beneath Tile) Underlayment ■I Y 10 in.x -- 2 in. wide Battens -- optional'-_ Or Eave Course `" Fascia Weephale 10 in. 2 in. Eave closure ,�' Drip edge High ProfileTile NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 7 of 10 ON EMO I etc. 10.3 DETAIL #3: Interdependent, Two Paddy: Nail through plastic cement Paddy ibetvleen tiles) {when required) 0 Battens optional c Paddy (under tile) Single paddy I on top of tile i� 4x4in. ^, Single padd ^� undortil Single paddy � - on underlayment 2 x 4 in. q � c 10 in.� ` Fa scia 2 in. Eavo Closure Flat/Low Profile Tile Nail through plastic c (when required) Battens optional�1� an underlayment '4 x 4 in. Single 2x4in. paddy on,^ top of the Eave C o u rse 1Din� .� in. Nail through plastic cement (when required) Ba tten s optional �. Single paddy on top of file , �4x4in. Single paddy on x4in. paddy under tile Paddy (between tiles) i Paddy (under tile) �710 .>�2,nn. . 1 Medium ProfileTile Single paddy under tile f Paddy (between tiles) Paddy (under tile) High Profile Tile Weephole Eave closure Drip edge ",— EaveClosure Fascia NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 8 of 10 ON EMO I etc. 10.4 DETAIL #4: Two Piece Barrel (Cap & Pan) Tile: 1) Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn Covers upside down. Place adhesive 112 in. to 1 inch in tram outside edge of cover We. Install cover tile. Ensure 20 to 26 sq, in. contact area on each side of cover tile. IUUnderlayment Sheathing Eave closure (motar shown) Weephole Fascia Board Remove top portion of the eave course cover tile. Abutto second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile 10.5 DETAIL #5: Hip and Ridge (independent placement): A bead of ICP PolyspttL. -160. may be applied above the field To attach hiplridge tiles, a head of ICP PolyKA ,4H-160 may the surface oa both sides of the h49n4;e board or galvioized he applied down the center of the hiplridge board or gahinized metal frame to provide weatherblockiug. frame. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 9 of 10 ON EMO I etc. 10.6 DETAIL #6: Hip and Ridge (interdependent placement): - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 10 of 10