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Home My WebLink AboutEVALUATION REPORT - METAL ROOF ASSEMBLY'rct"'CEI ''D MAY 2 51017 CBUCK Engineering SpL=c:lc51ttj r=$ruc:tiuercsl r=nQ nL=e= 1nQ Evaluation Report "S-V Crlmpin CBUCK, Inc. Certificate of Authorization #8064 Metal Roof Assembly Et-1L5n1` G DIVISION ST. LUCIE COUNTY Manufacturer: E�tENED FOR CO R- Extreme Metal Fabricators —N'rD B1 S'T BL ,- EpT ON 16�: 7 2160 SW Poma Drive L� S -k �11T �It .., Palm City, FL 34990 ORNO IN PECTio� �� ILL �� (772) 872-8034 Florida Product Approval # FL 17022.1 R3 CONCEALED `ASTEU,ERS OR A3 AC0ENTS ' F;SuARE =S(LiF THS Florida Building Code 5th Edition (2014) CONfhAv1OF, OF RECORD Per Rule 61G20-3 Method: 1- D Sub - Category: Product: Material: Panel Thickness: Panel Width: Support: !d by: Buckner, P.E., SECB rofessional Engineer # 31242 3` Iuation ANE ID: 1916 t Lager: Youry Demosthenes N°5-217-5V-S6W-ER Roofing Metal Roofing T}{ESE P1J>,NS AND AL ALL PROP ARE SUBJECT TO ANY 5-V Crimp Roof Panel REQUIRED BY FIELD INSPECTORS THAT Steel MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 26 gauge 24" Wood Deck Digitally signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23.``II1ItIIIIIII" ' •' �,10ENgE'•. F,p * ' No 31242 ;?� * W= �o,�'• STATE OF � ION ALe�\.`. 2015.12.1810:53:51-05'00' CBUCK, Inc., Palm Beach County, Florida (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: lnrww.cbuckinc.net "L #: FL 17022.1 R3 mate: 12 / 18 / 15 CBUCK Engineering Page Report No.: 2 of SV-S6W-ER s53 0almi Sf ruc:TMra7 enaBQne( rong CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Extreme Metal Fabricators, LLC. Product Name: 5-V Crimp Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to Description: Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32" or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to Table A (Refer to "Table A".attachment details herein) `'L #: FL 17022.1 R3 gate: 12 / 18 / 15 CBUCK �ngineerin� Page Report No:: 3 of 77-5V-S6W-ER specocsTi u strucTurccai E'ngne(Frong CBUCK, Inc. Certificate of Authorization #8064 Performance The product described herein has demonstrated compliance with: Standards: • U L580-06. —Test for Uplift Resistance of Roof Assemblies • UL 1897-04 — Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Code Compliance: The product .described herein has demonstrated compliance with Florida Building Code 5th. Edition (2014), Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval. Rule 61G20-3.001. Limitations and • Scope of "Limitations. and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". • Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(l)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity, through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). °? #: FL 17022.1 R3 mate: 12 / 18 / 15 CBUCIK EnginPPrinq page 4 of 7 Report No 7-5V-S6W-ER rnpv=Stm eStruc.uPc-Dl anCJnseroffiQ CBUCK, Inc. Certificate of Authorization 118064 Components/Materials Roof,Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Widths: 24" (max.) Coverage Rib Height: 5/8" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: FASTENER 1 Used for Attachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 FASTENER 2 Used for Attachment Method 2, 3 & 4 Type: Hex Washer Head Wood Screw Size: #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 Components& Materials: Underlayment: (by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (lbs/ft3) min. 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". #: FL 17022.1 R3 mate: 12 / 18 / 15 g Page Report No.: 5 of 77-5V-S6W-ER CBUCK Engineerin Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to "TABLE A" below and drawings at the end of this evaluation report.) ■ Fastener Spacing: Refer to "TABLE A" Below (attached to the tops of the V's for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to "TABLE A" Below (along the length of the panel) ■ Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure (ASD)*: - 86 PSF - 93.5 PSF -101 PSF - 228 PSF Row Spacing: 16" o.c. 16" o.c. 8" o.c. 6" o.c. Fastener Spacing (across panel width): 12" o.c. 12" o.c. 12" o.c. 12" o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1. Install the 5-V Crimp roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL 580-06 & UL 1897-04 — Uplift Test By Architectural Testing, Inc. -West Palm. Beach, FL (FBC Organization #TST ID:1527) Report No.: D5893.01-450-18, Date: 05 / 02 /14 Report No.: F3366.01-450-18, Date: 12 / 18 /15 2. TAS 125 — Uplift Test By Architectural Testing, Inc. - West Palm Beach, FL (FBC Organization #TST ID: 1527) Report No.: D5893.02-450-18, Date: 07 / 22 /14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Extreme Metal Fabricators, Inc. Licensee #974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) I M FL 17022.1 R3 -ate: 12 / 18 / 15 RepoCBUCK Engine er�ng page rt No . 6 of 77-5V-S6W-ER SpLaclalfiy Structural r=nc;p 1@PrIr1C] CBUCK, Inc. Certificate of Authorization #8064 5/8 " F Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck Drawings 24" Maximum Net Coverage Panel Profile Nominal 12' otic. I Nomnal 120 mr~ Fi�ners N9 x 1-111r Min. or #10 x 1-11r Min. perThble'X Hex Wades Mead Screw Panel OAmiep Spaced 12' o cr across the Panel Width Rater toTal le W forSpecingAlong Panel LergM Deck - 15W or greater Plywood, or - Wood Plant Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) ( _'L #: FL 17022.1 R3 -mate: 12 / 18 / 15 CBUCK �ngineerin� Page rt No.: 7 of 77-5V-S6W-ER Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization &8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck 15/32" or greater Plywood, or - Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure (ASD)*: - 86 PSF - 93.5 PSF -101 PSF - 228 PSF Row Spacing: 16" o.c. 16" o.c. 8" O.C. 6" o.c. Fastener Spacing (across panel width): 12" O.C. 12" o.c. 12" o.c. 12" ox Fastener Size: #9 #10 #10 #10 * Allowable design pressures) for allowable stress design (ASD) with a margin of safety of 2 to 1. QOTRINITYIERD EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report P12060.02.09-1121 FL5259-R25 Date of Issuance: 02/24/2009 Revision 21:10/17/2016 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report'is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I 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 "TrinitylERD 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 13. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/17/2016. 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. TrinitylERD 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. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. \l 1 KIMTi I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, 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 Pro a Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3, Physical Properties ASTM D226 2006 1507.8.3, 1507.9.3 1507.2.4, 1507.2.9.2, 1507.5.3, 1507.7.3 Physical Properties ASTM D1970 2009 1507.11.2 Physical Properties ASTM 06164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2009 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14EBA 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-1125 Revision 21: 10/17/2016 Page 2 of 13 V I RINITY I ERD Entity Examination Reference Date ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05.03-Ri 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09A4-3 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical..Properties P44360.10.14 10/07/2014 ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD (TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ICC-ES (EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0117.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 04/24/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing rmembrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced; surfaced with poly -film surface; meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. Exterior Research and Design, I.I.C. Evaluation Report 1312060.02.09-1121 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION F1.5259-1125 Revision 21:10/17/2016 Page 3 of 13 TRINITYIERD 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. 4.2.8 Polystick Dual ProTm is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.9 Polystick Tile Pro"' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.10 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & Slate Shingles Yes Yes Elastobase Yes (base sheet in 2-ply (base sheet in 2-ply Yes Yes Yes system) system) Yes Yes Elastobase P Yes (base sheet In 2-ply (base sheet in 2-ply Yes Yes Yes system) system) Yes Yes Polyglass G2 Base NO (base sheet in 2-ply (base sheet in 2-ply No No No system) system) Yes Yes Polyglass APP Base No (base sheet in 2-p1y (base sheet in 2-ply No No No system) system) Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes No Yes Yes See 5.5.1 Polystick TU Plus Yes Yes Yes Yes Yes Yes See 5.5.1 Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 1312060.02.09-1121 FL5259-R25 Revision 21: 10/17/2016 Page 4 of 13 \J TRINITY I ERD TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Polystick TU Max No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes Yes See 5.5.1 Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes No Yes Yes See 5.5.1 Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes See 5.5.1 Mule -Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes or SA-APP Cap Sheet (FR) I See 5.5.1 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ✓ 3MTm 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro. ✓ 3M"" Foam Roof Tile Adhesive RTA-1 (FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro ✓ Convenience Products' Touch 'n Seal Storm Bond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU Max. ✓ Dow TlIeBond (FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro. ✓ Polyglass PolyLok Roof Tile Adhesive (FL17855): Polystick TU Plus or Polystick TU Max. 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete. Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-1121 F1.5259-1125 Revision 21:10/17/2016 Page 5 of 13 TRINITY � ERD 5.6.2 Bond -to -Insulation: Polystick (all variations); Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ➢ ASTM D226, Type 1 or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or G FR torch -applied to: ➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- 12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.2 Maximum Design Pressure = -97.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 6 of 13 �l TRINITY I ERD 5.6.4.3 Maximum Design Pressure = -105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1X" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure = -135 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.5 Maximum Design Pressure = -315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.6 Maximum. Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.7 Maximum Design Pressure = -30.0 psf*: Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max; Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.8 Maximum Design Pressure = -37.5 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.9 Maximum Design Pressure = -37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c, at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R21 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 7 of 13 QO TRINITY I ERD 5.6.4.10 Maximum Design Pressure = -45 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlaymentonly) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.11 Maximum Design Pressure = -45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex 56 G, applied in full mopping of hot asphalt. 5.6.4.12 Maximum Design Pressure = -45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.13 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXK Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.14 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail ease (poly -film topsurface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.15 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side'laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.16 Maximum Design Pressure = -60 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-1121 FL5259-R25 Revision 21: 10/17/2016 Page 8 of 13 �I TRINITY I ERD 5.6.4.17 Maximum Design Pressure = -60 osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with CMG Flat Bottom Metal Plates Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.18 Maximum Design Pressure = -67.5 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. 5.6.4.19 Maximum Design Pressure = -75 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with CMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. 5.6.4.20. Maximum Design Pressure = -90 bsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.21 Maximum Design Pressure = -90 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal . Plates Spacing: 6-inch o.c. at the flinch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment:. Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.22 Maximum Design Pressure = -90 Dsf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: 'Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.23 Maximum Design Pressure = -90 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 9 of 13 l-RINITY (ERD 5.6.4.24 Maximum Design Pressure = -97.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TO Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.25 Maximum Design Pressure = -105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.26 Maximum Design Pressure = -112.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin -caps Base Ply: Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.27 Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or.torch-applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.28 Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.29 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.30 For mechanically attached base, sheet, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. 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, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180- days after installation. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 10 of 13 C)o \-J TRINITY I ERD Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex 56 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase. Elastobase P or Mule -Hide Nail Base: . 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile Applications: Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. 6.4 6.4.1 6.4.2 Polystick MTS, MTS PLUS, IR-Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polyflex SAP, Polyflex SAP FR. Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR): Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed All seal -la seams (selvage laps) must be } firmly rolled with a minimum 28 lb. hand ; t roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Exterior Research and Design, I.I.C. Certificate of Authorization #9503 View of Ovelap Seam of Dual Pro and Tile Pro FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 11 of 13 TRINITY, ERD All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications (not allowed for Polystick IR-Xe or Polystick MU X): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system, consisting of base sheet and self -adhering top sheet(s), base sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. For nail -on the systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat the at slopes in excess of'5:12. 6.4.4 Two (2) Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3- inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1121 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION F1.5259-1125 Revision 21: 10/17/2016 Page 12 of 13 TRINITY I ERD 6.7.2 Battens and/or Counter -battens, as required by the the manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent the sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.7.4 For nail -on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat the at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is.forty-eight (48) hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certiflcate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 13 of 13 Mail - verobeachroofmg@hotmail.com Outlook Mail Search Mail and People i Folders Inbox 86 Junk Email 42 Drafts 37 Sent Items Deleted Items 191 POP Adobe Archive Bid Request Aerialogics TAKE( Croom Entegra Tile Orders Bond Info Maintenance - R( First Presbyterian Ch Health South -HOAF Hoar HOSPITAL- IRMC PA I ROOFING IRSC Junk E-mail 522 Ludowici LW IC Proposals Metal Forming- Roll Misc Notes_0 Palm Beach SC Quickbooks Intuit Quotes 1 Signed Contracts -A Suffolk Warranties 211 Categories iroofing 0 New i Reply i Delete Archive Junk i Sweep St. Lucie County Building Department DW Danielle Williams <williamsda@stlucieco.org> - Today,1:12 PM Notice https://outlook.live.com/owa/'Ipatll7—/maillmoox/rP Vero Beach Roofing O Undo Reply i Effective July 1. 2017 The St. Lucie County Building Department is instituting a new policy in regards to the plan review process in an effort to improve turnaround time on permits. Below is a_ list of the new procedures required for all resubmittals on permits. 1. A cover letter that includes a response to each comment made by the plans examiner. 2. All changes to a plan shall be "clouded" on the plans. 3. The applicant or agent is responsible for inserting/changing out of new plan pages upon resubmittal or if the applicant or agent prefers. they can resubmit a complete set of new plans with the changes included. Thank you for your cooperation. Thank you Cave PeteAsor ego, Cfiff Building Code Administrator/Buiiding Official .2300 Virginia Ave FT. Pierce, FL 34982 772-462-1553 petersonl@stlucieco.org PLEASE NOTE: Florida has a very broad public records law. Most written communications to or from St Lucie County by officials and employees regarding public business are public records available to the public and media upon request. Your e-mail communications may be subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. The views expressed in this message may not necessarily reflect those of St Lucir County. If you have received this message in error, please notify us immediately by replying to this message, and please delete it from your computer. Thankyou Please Note: Florida has very broad public records laws. Nbst written communloations to or from County officials regard ngCounty business are public records available to the public and media upon request it is the policy of St Lucie County that all County records shall be open for personal inspection, examination and / or copying. 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