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S. # ECi Home Log In f User Registration Hot Topics Submit Surcharge Slats&Facts Publications f FBC Staff Cl85 Ske Map Links 1 SearU 6uslnes Pr oduct Approval 6 �i; Public User I COMM��i.Ftkk,.�1 ASTEJ'1EM OR ATTACHItl IL ARE DIE RESPON821 ICY OF THE f roducl Aoproral Mena>Product or-loolicatton r,_7aLeh>It'j!IiS�IYG�Li�t>Application Detail R Q al= Of am FL# FL9777-R7 " Application Type PP YP Revision Code Version THESE �! Application Status Approved `HESE pLANS AND A L PROPOSED WORK. ARE SUBJECT TO AW CORRECTIONS Comments `REQUIRE®OV FIELD INSPECTOR THAT Archived " ' ORDER,101. Product Manufacturer Owens Corning .CO';m;` �� ALLAPPLICA LE Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com OL Technical Representative �� _� Address/Phone/Email ST.Lt1Cle•ryan7y Rum_ w'-DIVISION -RFvMWEB FOR C0XTLWqCE IM Quality Assurance Representative REMWEDDATEAddress/Phone/Email pLANS AND PEIRMT MUST BE KEPT ON JOB OF,NO INSPECTION WILL BE M Ee Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden I Validation Checklist- Hardcopy Received Certificate of Independence EL9777 R7 COI O(-R,14002.4A FBC 7Q]4 Evaluation RFpQrt Weatherj_ Non-HVHZ - finalf ck Referenced Standard and Year(of Standard) St na dard Year ASTM D 1970 2009 ASTM G 155 2005 TAS 103 1995 UL 1897 2004 �I Equivalence of Product Standards -Certified By Sections from the Code I 4 i I I i Product Approval Method Method I Option D Date Submitted 04/19/2016 Date Validated 04/20/2016 Date Pending FBC Approval 04/21/2016 Date Approved 06/08/2016 Summary of Products FL# i Model,Number or Name i Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits imits of Use Installation Instructions Approved for use in HVHZ: No FL9777 0 11 OCR14002.4A FBs 2014 Evaluation Report Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ - final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure- N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL9777 R7 AE OCRI4002.4A FBC 2,014 Evaluation Report Weatherlock Non-HVHZ - final.pdf Created by Independent Third Party: Yes 9777.2 i Weather-lock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL9777 R7 It QCR14002.4A FBC 2014 Evaluation Report Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ - final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other-See evaluation report for limits of use. Evaluation Reports FL9777 R7 4 Evaluation Report Weatherlock Non-[IVI l7--_flfjaj.ptjf Created by Independent Third Party: Yes ........... 9777.3 i Weatherl-ock Metal Weatherproofing Underlayment Limits of Use I Installation Instructions Approved for use in HVHZ: No FL9777 R7 11 OCR14002AA FBC 2014 Evji�1 ,1tioi2aepgrj Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ -final.pdf Impact Resistant: N/A i Verified By: Zachary R. Priest PE-74021 Design Pressure: NIA Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports fi-9777 g7 AF_ OCRI4002,4A FBC 2914 Evaluation Rp.por Weatherlock Non-HVHZ_fLi 1 Created by Independent Third Party: Yes ............ 9777.4 i WeatherLock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes FJ 9177 R7 11 OCfj14002..411 FRC 2014 ",111-0tion Report Approved for use outside HVHZ: No Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R7 AE OCR14002.40 FBC 2014 Evaluation Report Weatherlock Metal HVHZ -final.pdf i Created by Independent Third Party: Yes -J-- 9777.5 Weatherl-ock Specialty Tile&Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No F1.9777 R7 11 OQ_R14 0,2,�4A FBC 20�4y Re. ort -a I LAsj.�i�r Approved for use outside HVHZ:Yes Weatherlock Non-IJV117- final.j?41f Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: 4-0/-105 Created by independent Third Pa": Yes Other:See evaluation report for limits of use, i Evaluation Reports FL9777 R7 AE OCR !DO AA FBC 2014 Evatuati...RepcFit Weatherlock Non-HVHZ -final.pdf Created by Independent Third Party:Yes Contact 1) 1940 North Monroe StECqt.Tallahassee Fl- 32399 Phone:850-487.11124 1 The state of Florida is an WHO employer.Copyrinht 2007-2013 State of Florida. ::Privacy Statement t nj Refund 5tatenier4 a Certificate A ?orzatio 241 .� ' Edipburj rive Tama, FL 33647, "R- E (813)480-3421' r r. TECHNICAL SERVICES, LLC EVALUATION REPORT FLORIDA BUILDING CODE ST"EDITION(2014) i Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued April 19, 2016 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 www.owenscorning.com Manufacturing Location: Brentwood,NH Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1504.3.1,1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.7.3.2 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST6049) NEI-039-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) NEI-042-02-01 REV2 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) NEI-045-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) NEI-045-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST6049) NEI-053-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST6049) NEI-093-02-02 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) OGF-213-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies(TST6049) OCF-237-02-01 UL 1897 2004 PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies(TST6049) OCF-252-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D,1970 2009 PRI Construction Materials Technologies(TST6049) OCF-272-02-01 TAS 103 1995 PRODUCT DESCRIPTION AND LIMITS OF USE WeatherLock@ G WeatherLock@)G is an ASTM D 1970 self-adhesive underlayment constructed from SBS' modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@ G is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock@ Mat WeatherLock@ Mat is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1 sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-11 x 66.7-ft. WeatherLockO Mat is permitted to be used with mechanically fastened asphalt shingles,' wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. OCR14002.4A FL9777-R7 Page 1 of 41 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. OWENS CORNING kt G ND 6R L*t�p CREEK WeatherLock©Settlel ' fie V1 r�6'alribrs r� TECHNICAL SERVICES. LLC Weathert-ock0 Metal WeatherLock@ Metal is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.0 sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@ Metal is permitted to be used with mechanically fastened asphalt shingles, metal roof panels or shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 90 days. WeatherLocke WeatherLock@ Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment Specialty Tile&Metal constructed from SBS modified asphalt and surfaced with a non-woven polyester fabric. The product is supplied in 2.14 sq.rolls with nominal dimensions of 3-ft x 71.3-ft. WeatherLock@ Specialty Tile&Metal is permitted to be used with mechanically fastened asphalt shingles, clay or concrete tile, metal roof panels or shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. WeatherLocke Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using either 3MTM 2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BONDT"' Roof Tile Adhesive (The Dow Chemical Company). Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof slope shall be 6:12 when used with clay or concrete the installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. PRODUCT APPLICATION Min. Roof Slope: 2:12 or in accordance in with FBC Application: Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. Prior to beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3' side laps and minimum 6" end laps staggered 6-ft. from preceding course. End laps for WeatherLock@ Specialty Tile & Metal shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to nail the underlayment 18-inches on-center as needed (nails shall be _ installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). WeatherLock@) Specialty Tile & Metal shall be back nailed when installed an roof slopes greater than 3:12. For valley applications, the roll shall be applied centered along the valley prior to installing the underlayment at the eave. For eave protection, the underlayment should extend to a point 24-inches inside the exterior wall. The underlayment shall be installed over metal drip edge at the eave, and under the drip edge at the rake or valley pan when used as a valley liner. Alternately, it is permissible to install the underlayment under the drip edge in accordance Section 1507.2.9.3. I Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. OCR14002AA FL9777-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein: OWENS CORNING 0 LID SIT CLC QL CREEKWeatherLockO Set-Sealing Ice&Water Barriers, TECHNICAL SERVICES. LLC I WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1_ Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c. Underlayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with manufacturers installation instructions to the fastened deck and backnailed along the selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch O tin caps spaced 12" o.c. The applied underayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -105 psf Pressure: GENERAL LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be property ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. i I I I I I OCR14002.4A FL9777-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. OWENS CORNING ROOFING AND ASPHALT LLC CREEK WeatherLock(@ Self-Seating Ice&Water Barriers TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5"'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. 2016.04.19 N 15:51 :11 No 74021 -04'00' 1 STATE OF 441 - 44/ '0 . Zachary R.Priest, P.E. 0 R N Florida Registration No. 74021 .,I,f,O N A Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT OCR14002AA FL9777-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use, or other product attributes that are not specifically addressed herein. Pdih.Ml•i�E .`�� r w MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY.AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street.Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33115-2474 T(786)315-2590 F(786)310-2599 NOTICE OF ACCEPTANCE (NOA) w „•.miamid.idc.Lt»/ec(inon„ JA Taylor Roofing 302 Melton Drive Ft.Pierce,FL 34982 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner; the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code i including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Edge-Loe 1.0 x 16"wide x 24 ga. Steel Panel over Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. I RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. i ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and1 shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 13-1015.05 and consists of pages 1 through 5. The submitted documentation was reviewed by Juan E.Collao, R.A. MIAMI•DADE COUNTY I NOA No.: 14-0416.01 e 0-7�1� Zoly Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 1 of 5 yy t i e •a, li I ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Metal, Panels(Non-Structural) Materials: Steel Deck Type: Wood Maximum Resign Pressure —101 psf ' TRADE 1`dA1VIES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Edge-Loc 1.0 Length: various TAS 110 Corrosion resistant, prefinished, coated Width: 16" galvanized, galvalume, standing seam, metal Height: I" panels. Thickness 0.024" (24 ga.) Min. Yield Strength: 50 ksi Trim Pieces Length: varies N/A Corrosion resistant, prefinished, coated Width: varies galvanized, galvalume, standing seam, metal Thickness 0.024"(24 ga.) panels. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 l 1/21/1 1 433B 173 ASTM D 4587,ASTM G 23 11/21/11 Force Engineering&Testing 72-0314T-06A-C TAS 125 03/24/07 Inc. Farabaugh Engineering and T158-07A TAS 100 04/14/07 Testing Inc. I NOA No.: 14-0416.01 MIAMI•DADE COUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page'2 of 5 I i I COP APPROVED ASSEMBLIES: Svstem: Edge-Loc 1.0 Panel x 16"Wide x 24 ga. Steel Deck Type: Wood,Non-Insulated Deck Description: New Construction 19/32"or greater plywood or wood plank, or for re-roofing 15/32" or greater plywood. Slope Range: 2: 12 or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6"o.c. In reroofing, where the deck is less than 19/32"thick(Minimum 15/32")The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type 11 installed with a minimum 4" side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge 1 '/4"annular ring-shank nails, spaced 6"o.c. at all laps and two staggered rows 12"o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133! and with PAC Contractors Association's current published installation instructions. Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in PAC Contractors Association's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be secured at a spacing listed below in Table A with #10-13 x 1"pancake head screws of sufficient length to penetrate through the sheathing a minimum 3/I6 of an inch.' The adjacent panel shall overlap and be secured to each other when The female rib of panel is snapped over the male rib of panel. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —59.75 psf —101 psf Maximum Screw Spacing 16" o.c. 6.75" o.c. 1. Extrapolation shall not be allowed II NOA No.: 14-0416.01 MMIAMI-DADECOUNTY710Blow Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 3;of 5 i I �Url I SYSTEM LIA41TATIONS I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for f re ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from cave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAM MI-DADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. I 6. Panels may be shop or jobsite roll formed with machine model#5521095 or 7031100 from PAC Contractors Association. I NOA No.: 14-0416.01 CMIAMI..DADE COUNTY Expiration Date: 01/109/19 Approval Date: 06/05/14 Page 4 of 5 L F I E �,,Pw,, Ou P Y PROFILE DRAWINGS i I Fastener Relief, Stiffening Ribs and Striations are Optional �I it i I i 1 Field Condition i i I I o � i - ® I e o FASTENER o SPACING AS PER TABLE A HEREIN EDGE-LOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE I NOA No.: 14-0416.01 MIAMI•DADECOUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 5 of 5 s r r aclS Home ! Login User Registration i Hot Topic ; Submit Surcharge i Stats&Fads ! Publications ! FBC Staff l BCSS Site Map Links !', search Flar;da �I �10 Product Approval P + USER:Public User Product Approval Menu>Product or Aoplication Search>Application List>Application Detail • FL# FL1654-R19 _,Ii Application Type Revision Code Version 2014 Application Status Approved Comments Archived i Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602)363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FI 1654 R19 ('OT 2016 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 i ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 200E ASTM D6509 2009 FM 4470 1992 I FM 4474 2004 Equivalence of Product Standards Certified By I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/18/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/20/2016 Date Approved 06/08/2016 I Summary of products FL tt Model,Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof Systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use In HVHZ:No FI 1654 R19 tI 016 04 pj[}f11 Al ER POtYG 155 M Ot3)T Ft�..CS=t- Approved for use outside HVHZ:Yes R19.odf Impact Resistant:NIA Verified By: Robert Nleminen PE-59166 Design Pressure:tN/A/-622.5 Created by Independent Third Party: Yes Other:1.)The design pressure in this application Evaluation Reports i relates to one particular assembly over concrete FL1654 R19 AE 2016 04 FINAL ER POLYGLASS MQDBrr FL1654L I deck. Refer to the ER Appendix for other systems and R19.Ddf deck types. 2.)Refer to ER,Section 5 for other Umlts Created by Independent Third Party: Yes of Use. �I tiaCY N:xt l Contact Us:.2601 Blair Stone Road.Toliahamee El 32399 Phone:650-467-1824 The State or Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AQ�gsslbillty Statement:;92fsing 5tatemeM� Under Florida law;email addresses are public records.It 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 the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'pursuant to Section 45S.275(1),Florida Statutes,effective October 1.2012,licensees licensed under Chapter 4SS,F.S.must provide the Department with an email address d they have one.The ema8s provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply.a personal address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under Chapter 455,F.S.,please dick here. Product Approvol Accepts. Credit Card Safe I l I _ - - - --- 'TRIh1ITY ERD 1 ` � APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPDFT RESISTANCE t' �i..: - Table Deck Application Type Description Page 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 113-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9 � - 113-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11 SC Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-14 1E Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 15-16 1F-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 17-19 • 1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 20.22 IG Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 22 2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 23 2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 24-25 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 26-27 3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28-32 3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 32 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 33-34 48 LWIC New or Reroof(Tear-Off) A-2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 34 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37 5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38 5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 40 5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 40 5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 40 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-42 6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42 6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 42 6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42 • 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 43-45 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 45 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AH1. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. >Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck. >Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya nu rate, polystyrene,wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. Exterior Research and Design,U.C.d/b/a Trinity)ERD Evaluation Report P9290.02.08-1117 for FL1654-1119 Certificate of Authorization 49503 Revision 17:04/18/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 45 r --- -- -- - ----- - n T NITY ERD ' 4. Minimum 200 psi,minimum 2-inch thick lightweight insulatin concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base P�, g Y g� sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and e structural members shall be in accordance with FBC requirements to the satisfaction of the AH1. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. >Hot asphalt(HA): Full coverage at 25-30 Ibs/square. ➢ Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. t ➢ Millennium One Step Foamabie Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. >OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where 01y6ond 500 is referenced. >OlyBond Classic(08 Classic): Full coverage at 1 gal/square. >ICP Adhesive&Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,l2-inch o.c. >Note: When multiple loyers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board Joints shall be staggered. ➢Note. The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyan u rate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MOP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: >Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) ➢OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) >OMG OlyBond 500(013500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL) ➢OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) ➢OMG OlyBond 500(08500): MDP -487.5 psf (Min.0.5-Inch thick ACFoam 11) ➢ ICP Adhesives&Sealants CR-20: MDP -117.5 psf (Min.1.0-inch thick) 7. Bonded polyisocyan u rate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 10. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and 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,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124. 12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. 13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1,Point 1. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report P9290.02.08-R17 for FL1654-1119 Certificate of Authorization#9503 16 Prepared by: Robert Nieminen,PE-59166 Revision 2,Pag 12 of 45 Appendix 1,Page 2 of 45 J tv `IITRINITY1 ERD ate. 14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TABLE l:PoL ASs RAQE COVERS, f Reerence Layer Material A pplication BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type 11 p Hot Asphalt at 20.40 (Base and Ply sheets,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASfM D2178,Type IV or VI Applied) Note: Asphalt-applied sheets or Insulation shall not be applied to pall-film surfaced membranes. Ibs/square Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650 SBS-CA1 Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex 56 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G PG350 at 1.5-2.0 Cap gal/square SBS(sand-backed),Polyfresko G SBS FR(sand-backed) • Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6 Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G gal/square SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Polyglass SBS-AA HT Base 650 Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Hot Asphalt at 20-40 (SBS,Asphalt-Applied} Cap Ibs/square Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Note: Asphalt-applied sheets ar insulation shall not be applied to poly film surfaced membranes. SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Polyglass HT Base 650 (SBS,Torch-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR SBS-SA Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond Torch-Applied (APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR APP SA Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool (APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). 15. `Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating; ➢ PG300 Fibered Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating; -- Y PG650 Fibered Aluminum Roof Coating; ➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; ➢ PG700QS(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only); ➢ PG800 Asphalt Emulsion Roof Coating; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; Polyplus 65 Premium Fibered Aluminum Roof Coating; Y Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; ➢ Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule-surfaced APP or SBS only); ➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report P9290.02.08-R17 for FL1654-R19 Certificate of Authorization N9503 Revision 17:04/18/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 45 t n — '-- �TRII�IIIY`ERD 16. The following represent priming requirements for gypsum-based coverboards: ➢ Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications. P P g PP PP� P g� q R PP > SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application. 17. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies: T � VAPOR BARRIER OPTIONS,STRU&URALCCi C&E-'E DECK';ADHERED(NSULATIDN PER TABLE 3A Option N Primer Vapor Barrier Insulation Adhesive MDP(psfj � w• Type Attach • 1 PG100 Elastoflex SA V Pius Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 2 PG100 Polyglass APP Base Torch-applied Inta-Stile or CR-20,12-inch o.c. -75.0 3 PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0 4 PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 5 PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P9290.02.08-R17 for FL1654-1119 Certificate of Authorization N9503 Revision 17:04/18/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 45 f I� ' --- --- ---- ---- a• ° ERD TRINITY� ' TABLE 1F-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER a System Deck(See Base Sheet No. Note 1 Roof Cover(See Table 1) MOP Type Fasten Attach Base Ply Cap (Psfj ( W-134 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trufast 3"Metal 12-inch o.c.in 4-inch lap and 12-inch o.c.in two SBS-SA,APP-SA, inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows SBS-SA SBS-TA,APP-TA -52.5. W-135 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trufast 3"Metal 12-inch o.c.in 4-inch lap and 12-inch o.c.in two inch plywood top) Insulation Plate with Trufast HD 2 Polyflex SA Base APP-TA -52.5" ( j equally spaced,staggered center rows W-136 Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch o.c.in two SBS-SA,APP-SA • inch plywood top) #12 (2),equally spaced,staggered center rows SBS-SA SBS-TA,APP-TA -60.0 W-137 Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch o.c.in two Polyflex SA Base inch plywood top) #12 (2),equally spaced,staggered center rows APP-TA 60.0" TABLE 16:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck(See Primer Roof Cover(See Table 1)No. Note 1) Joint Treatment Base Ply Ply Cap MDP(psf) Min.15/32- W-138 inch plywood (Optional)PG100 None SBS-SA (Optional)SBS SA,SBS- TA,AP,APP-SA,SBS- g0 0 TA,APP-TA TA,APP-TA W-139 Min.15/32- inch plywood (Optional)PG300 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 W-140 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- inch plywood (Optional)PG300 P Place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97 5 W-141 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or —(Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TApAPP-TA TA,APP-TA -135.0 W-142 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into inch plywood (Optional)PG100 place to create continuous bond. Polyflex SA Base (Optional)APP-TA APP-TA 135.0 S Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report P9290.02.08-1117 for F1.3654-1319 Certificate of Authorization 49503 Revision 17:04/18/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 22 of 45