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665 Sailfish Dr 2014 Roof CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD r s) ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000492 Date 4/02/14 Property Address . . . . . . 665 SAILFISH DR Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9800 ------------------------------------------- Application desc reroof -------------------------------------------- Owner Contractor ------------------------ _ GHIOTTO, PHILIP M & ELIZABETH B DAN BUTCHER ROOFING INC 1528 PARK TERRACE WEST 1620 SW BEVERLY TER ATLANTIC BEACH FL 32233 STUART FL 34997 (772) 260-4828 -----Permit . , ROOF PERMIT Additional desc . . . 00 Permit Fee . . . . 100 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 9800 Expiration Date . . 9/29/14 --------------------- Other Fees STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 104 . 00 104 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 Job Address: 67 5 4-c l i/c Permit Number: Legal Description iCQY.4z Q11 z1n$ G1--VP7 / "--07 7 4.K:G Parcel# f '712-2-5 Floor o q• t. !��{ S Ft 1/00 Valuation of Work$ r(70 Proposed Work heated/cooled non-heated/cooled y Class of Work(circle one): New Addition Alteration Repair Move Demolition pooVspa window/door Use of existing/proposed structure(s)(circle one): Commercialesid ntia If an existing structure,is a fire sprinkler system installed? (Circle one): es No N/A Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed: !rrr»au� S h,nc tv� J ry -,ti u„! l� S 6,/,,l riC 610in S -L, C ,.��✓ Fi4T O{ Z P& 40644-5_5 0��><�'` /�, •" �rc Property Owner Information: Name: H11_1_jj° /-X. <-_->H/0770 Address: co- City ArW Statere- Zip ,3:ad-3,j Phone �O 41 E-Mail or Fax#(Optional) Contractor Information: n Company Name:V19/J Ac.tt Gftf e- Qualifying Agent: f�'�'t✓ �' ��"iG ��- Address: 4_f-' X1-Y 7 CityvrR,rcT State Zip �p Office Phone ?3- t Job Site/Contact Number 71� dr.,, -Y�.�•:P Fax State Certification/Registration Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be per to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a�ertod of siz6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, ells, Pools, urnaees, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1 havereadand examined this application and know the same to be true and correermit doesct. All provisions of laws and ordinances governing this proeistonsrk will be complied state,or local with whether specified h7w regulatingnconstruction rt. The gr nting;perjmanPe ofconstruct(on resume to give authority to violate or cancel the any Signature of Owner Signature of Contractor`- 44- :�_ U ��!� Print Name /0/�{ .� �/,....../1��:.....G,�TlO/70............_...._.... Print Name _...---..............._._.....__-_...-_.....................__........--_.._-......-- Sworn to and subscribed before me Sworn to and subscribed before me this +h Day of b- a 20 I this, Day of 1 1 i 1"t C 1 201 Notary Public .�, , • iA L HODGE .� ,,n, " S.TOWNE ='A MY CvM r"SION#EE 019615 i �e ised 01.26.10 _.; *= Notary Public-State of Flori •, :;° EkPIRES.October 26,2014 - d; eoE o ^, 'iaryPubl'cUndermlte " _ My Comm.Expires May 23,2015 ,� Commission # EE 96617 03/12/2014 at 11:50 AM, Ronnie Fussell CLERK CIRCUITCOURTDUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of , 0 A!OA Tax Folio No. County of f v 1114 A To whom It May Concern: tutdersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of The the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Description of property being improved:,fin 3 $- �, lRL{�lQ ' tJ.�1l /� Address.of property being improved: fo(9 S S e9!�.F/S f� Die. 4 Td R/cJllC ,&Mr ff fG ��3•� ion of im ts Z• —001 F q)General descript' �vemen Ow, l�X«lei? R1 a�7© Address: ! a g �4'F - F44 s'-t" .4 . '-t l j Owner's interest in site of the improvementCom' Fee Simple Titleholder(if other than Owner): Name -- -- Contractor. Tt-tl OF/-UAL; Address:14ao $U1 g€lS`fUfA l G YS�i 7 TelephoneNo.:/7a- --fit 3�-S Fax NO:. -7W- Surety(if any) Amount of Hoed Address: Telephone No: Fax No: Name and address of any person making a loan for the cOusbuction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himwli designated by owner upon whom notices or other documents may be served: Name: ._ Address: Telephone No: Fax No; In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telepbone No: Fax No:— -- date is one{t)year from date of recording unless a different date is Expiration date Of Notice Of Commencement(the eVira�tlan specified): _ TFII5 SPACE FpRgECpRDER'S USE ONLY OWNER �`. �� Signed: Yl Dom, Z ' '�f BefOte me Lhis day of in the County of Duval::State Of Florida,bas personally appeared 41 i U I% 1 Wm m Notary public at Large,State of Florida,County of v CA {�6 My commission expir L OL 3Lv Personalty Known: or ,,� MY COMMIS"#EE019615 EXP4RE5;Ocwb� 28,2014 4 ;•• wo BorWedTlnuNnlrrY t„ <; EXTERIOR RESEARCH & DESIGN, LLC. : Certificate of Authorization #9503 TRIM 1 1 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.04.08-118 1361 Alps Road, Building 7-3 FL10626-R8 Wayne, N] 07470 Date of Issuance: 04/25/2008 Revision 8: 01/28/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD 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 9. Prepared by: ,,.,� ...... - The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 01/28/2013 ';�"•.• 'a- This does not serve as an electronically signed document. Signed,sealed hardcopies have been Robert J.M. Nieminen P.E. s>"�""� � •,��0.4•p.` transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: i. 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. TrinitylERD 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. 4 TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, 1507.2.9.2, Physical Properties ASTM D1970 2001 1507.5.3, 1507.2.3 Physical Properties ASTM D6757 2007 1523.6.5.2.1 Physical Properties TAS 103 1995 1507.3.3 Installation Practice FRSA/TRI 07320 2005 3. REFERENCES: Entity Examination Reference Date ERD (TST 6049) Physical Properties G12210.06.09 08/03/2009 PRI (TST 5878) Physical properties GAF-026-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-042-02-02 03/12/2004 PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI (TST 5878) Physical properties GAF-154-02-01 02/06/2007 PRI (TST 5878) Physical properties RGM-023-02-01 02/09/2007 PRI (TST 5878) Physical properties ELK-311-02-01 09/11/2007 PRI (TST 5878) Physical properties GAF-238-02-01 03/03/2010 PRI (TST 5878) Physical properties GAF-275-02-01 11/11/2010 PRI (TST 5878) Physical properties GAF-349-02-01 06/19/2012 ITS (TST 1509) Physical properties 3077464-002 09/14/2005 ITS (TST 1509) Physical properties 3077464-02 01/09/2006 UL(TST 1740) Physical properties 02NK22569 06/04/2002 UL(TST 1740) Physical properties 1ONK11990 05/18/2011 Miami-Dade (CER 1592) HVHZ compliance 11-1110.09 01/26/2012 ICC-ES (EVL2396) IBC compliance ESR-1322 01/01/2011 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Hickory, NC 05/30/2012 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Fresno,CA 08/24/2012 UL, LLC. (QUA 9625) Quality Control Inspect, File R1306, Conover, NC 08/29/2012 UL, LLC. (QUA 9625) Quality Control Inspect, File R1306, N. Bay, ON 09/05/2012 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Conover, NC 09/06/2012 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, N. Branch, N7 09/25/2012 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Mt. Vernon, IN 10/01/2012 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Mission, BC 10/18/2012 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Pryor, OK 10/23/2012 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments• 4.1.1 LibertyT1 SBS Self-Adhering Base/Ply Sheet is a smooth-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen roof underlayment. 4.1.2 Ruberoid® SA Base/Ply Sheet is a smooth-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen roof underlayment. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8 Certificate of Authorization#9503 FL10626-R8 Revision 8: 01/28/2013 Page 2 of 9 /T' RINITY ERD 4.1.3 StormGuard& Leak Barrier is a film-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen roof underlayment. StormGuard& is also used as a secondary water barrier to seal roof decks. 4.1.4 UnderRoofTm 2 Leak Barrier is a spun-bond-glass-reinforced-polyester-mat-surfaced, composite-reinforced, SBS self-adhering modified bitumen roof underlayment. 4.1.5 UnderRoofT" HT Leak Barrier is a polyester-mat-surfaced, fiberglass-reinforced, self- adhering SBS modified bitumen roof underlayment. 4.1.6 Weather Watch® Leak Barrier is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen roof underlayment. WeatherWatchg is also used as a secondary water- barrier aterbarrier to seal roof decks. 4.1.7 Weather Watch& XT Leak Barrier is a coated-mat-surfaced, fiberglass-reinforced, self- adhering SBS modified bitumen roof underlayment. 4.1.8 StormFlashT- is a polyester surfaced, fiberglass reinforced, self-adhering SBS modified bitumen sheet material for use as a moisture barrier. May be used as a secondary water barrier to seal roof deck systems. 4.2 Mechanically Fastened Underlayments: 4.2.1 VersaShield& Underlayment or VersaShield& Fire-Resistant Roof Deck Protection is a non-asphaltic, fiberglass-based roof underlayment and/or fire barrier. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.3 GAF 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop GAF Roof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Asphalt Foam-On Wood Slate or Underlayment Shingles Nail-On Tile Tile Metal Shakes& Simulated Shingles Slate VersaShield® Yes No No No No No Liberty— SBS Base/Ply Yes No No No No No Ruberoid(D SA Base/Ply Yes No No No No No StormGuardO Yes No No Yes No No UnderRoof— 2 Yes Yes See es4 .1 No No Yes UnderRoofT" HT Yes No No Yes No No Weather Watches Yes No No No No No Weather WatchR XT Yes No No No No No 5.4.1 "Foam-On Tile" is limited to use of Polyfoam PolyPro AH160 unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8 Certificate of Authorization#9503 FL10626-R8 Revision 8: 01/28/2013 Page 3 of 9 TRINITY ERD 5.5 Allowable substrates for LibertyTM SBS Self-Adhering Base/Ply Sheet; Ruberoid® SA Base/Ply Sheet; StormGuard® Leak Barrier; UnderRoof " 2 Leak Barrier; UnderRoofT"^ HT Leak Barrier; Weather Watch® Leak Barrier; Weather Watchg XT Leak Barrier and StormFlashTM are noted below: 5.5.1 Direct-Bond to Deck: ie New untreated plywood; Existing untreated ASTM D41 primed plywood. 5.5.2 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 07320 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 07320 and are used in foam-on the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.2.1 Maximum Design Pressure = -45 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH]. Primer: (Optional) ASTM D41 Underlayment: UnderRoofTm 2 Leak Barrier, self-adhered 5.5.3 Bond to Mechanically Attached Base Underlayment: ASTM D226, Type II felt. StormSafeT"^ Anchor Sheet 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 07320/8-05 or RAS 120. 5.5.4 Bond to Other Substrate Types: ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6 Exposure Limitations: 5.6.1 LibertyTM SBS Self-Adhering Base/Ply Sheet; Ruberoidg SA Base/Ply Sheet; StormGuard® Leak Barrier; UnderRoof"° HT Leak Barrier; Weather Watch® Leak Barrier; Weather Watch® XT Leak Barrier; and StormFlashTM shall not be left exposed for longer than 30-days after installation. 5.6.2 VersaShield® Underlayment; VersaShield® Fire-Resistant Roof Deck Protection and UnderRoofTm 2 Leak Barrier shall not be left exposed for longer than 180-days after installation. 5.7 For the roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self-Adhered Underlayment Requirements as of 02/14/2011"for limitations for self-adhering underlayments used beneath tile roof systems. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8 Certificate of Authorization#9503 FL10626-R8 Revision 8: 01/28/2013 Page 4 of 9 TRINITY ERD TABLE 2:TILE SYSTEM OPTIONS PER FRSA/TRI 07320/8-05 System Underlay Section Reference Roof Underlayment(s) Option System One: Self-Adhered Mechanically Fastened 5 3.02E Underlayment UnderRoofT" 2 Tile, Unsealed or Sealed Underlayment 6 3.02F No. "' 30/Self-Adhered Base Layer: ASTM 226, Type II felt or StormSafe' System Underlayment Top Layer: UnderRoof'" 2 System Two: 4 3.02D Self-Adhered UnderRoof'" 2 Mechanically Fastened Underlayment Tile, Sealed No. 30/Self-Adhered Base Layer: ASTM 226, Type II felt or StormSafe'" Underlayment System 5 3.02E Underlayment Top Layer: UnderRoof'" 2 System Four"A": 4 3.02D Self-Adhered UnderRoofT" 2 Adhesive-Set Tile, Underlayment Unsealed or Sealed No. 30/Self-Adhered Base Layer: ASTM 226,Type II felt or StormSafe® Underlayment System 5 3.02E Underlayment Top Layer: UnderRoofT" 2 System Four"B": 3 3.02C Self-Adhered UnderRoofT" 2 Adhesive-Set Tile, Underlayment Sealed Underlayment No. 30/Self-Adhered Base Layer: ASTM 226,Type II felt or StormSafe@ System 4 3.02D Underlayment Top Layer: UnderRoofT" 2 6. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions 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 Install self-adhering underlayments when ambient temperatures are minimum 45°F and rising. 6.4 All metal surfaces shall be primed with TopCoat® MatrixTm 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self-adhering membranes. 6.5 VersaShieldTM Underlayment or VersaShieldR Fire-Resistant Roof Deck Protection: 6.5.1 Install VersaShield0 Underlayment or VersaShield0 Fire-Resistant Roof Deck Protection in compliance with manufacturer's published installation instructions and the requirements for ASTM D6757 underlayment in FBC Section 1507.2.3 for the type of prepared roof covering to be installed. A double layer is required for 2:12 < roof slope < 4:12. No hammer tacks or staples are permitted 6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM SBS Self-Adhering Base/Ply Sheet; Ruberoid® SA Base/Ply Sheet; StormGuard®; UnderRoof m 2; UnderRoofTm HT; Weather Watchg or Weather Watch® XT at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8 Certificate of Authorization 09503 FL10626-R8 Revision 8: 01/28/2013 Page 5 of 9 TRINITY ERD 6.6 Liberty'" SBS Self-Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet: 6.6.1 Install LibertyTM SBS Self-Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.6.2 The minimum and maximum roof slopes are 1/2:12 and 6:12, respectively. Back-nailing is required when slope is 1:12 or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"o.c. within 3-inch side laps. 6.6.3 For non-tile applications, direct to deck: For direct-bond to deck applications plywood shall be primed with TopCoat® Matrix1m 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at 1/2 to 3/4 gallon per square. Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to 'relax' for min. 30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat® MatrixTm 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.6.4 For non-tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM Anchor Sheet in accordance with Section 6.6. Install LibertyTM SBS Self-Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet over the mechanically attached anchor sheet as noted above. 6.7 StormGuard(k) Leak Barrier: 6.7.1 Install StormGuard® Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.7.2 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"o.c. within 3-inch side laps. 6.7.3 For non-tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2- inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat® MatrixT' 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8 Certificate of Authorization#9503 FL10626-R8 Revision 8: 01/28/2013 Page 6 of 9 TRINITY ERD 6.7.4 For non-tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM Anchor Sheet in accordance with Section 6.6. Install StormGuard® Leak Barrier over the mechanically attached anchor sheet as noted above. 6.8 UnderRoof m 2 Leak Barrier: 6.8.1 Install UnderRoofTm 2 Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.8.2 The minimum and maximum roof slopes are 2:12 and 12:12, respectively. Back-nailing is required when slope is 4:12 or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12"o.c. within 4-inch side laps. 6.8.3 For tile roof installations: Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted herein as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. b.8.4 For non-tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2- inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat8 MatrixTm 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 3-feet apart. End laps shall be sealed with a 1/16th to 1/81h inch thick trowel application of TopCoat® MatrixT" 201 Premium SBS Flashing Cement. Use a hand roller to firmly bond side and end laps. 6.8.5 For non-tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTI Anchor Sheet in accordance with Section 6.6. Install UnderRoof" 2 Leak Barrier over the mechanically attached anchor sheet as noted above. 6.9 UnderRooFm HT Leak Barrier: 6.9.1 Install UnderRoof`m HT Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.9.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back-nailing is required when slope is 4:12 or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12"o.c. within 4-inch side laps. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-118 Certificate of Authorization#9503 FL10626-R8 Revision 8: 01/28/2013 Page 7 of 9 \\J TRINITY ERD 6.9.3 For non-tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2- inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat® FlexSealTM Caulk Grade over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 3-feet apart. Use a hand roller to firmly bond side and end laps. 6.9.4 For non-tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM Anchor Sheet in accordance with Section 6.7. Install UnderRoofT" HT Leak Barrier over the mechanically attached anchor sheet as noted above. 6.10 Weather WatchO or Weather WatchO XT Leak Barrier: 6.10.1 Install Weather Watch® or Weather Watch® XT Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.10.2 Weather Watch® Leak Barrier may be installed as a secondary water barrier using minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.10.3 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"o.c. within 4-inch side laps. 6.10.4 For non-tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2- inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Topcoat® MatrixTM 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. 6.10.5 For non-tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafe", Anchor Sheet in accordance with Section 6.6. Install Weather Watch® or Weather Watch® XT Leak Barrier over the mechanically attached anchor sheet as noted above. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8 Certificate of Authorization#9503 FL10626-R8 Revision 8: 01/28/2013 Page 8 of 9 TRINITY ERD 6.11 StormFlashTM: 6.11.1 Install minimum 4-inch wide StormFlash'" in compliance with manufacturer's published installation instructions over the joints of the plywood roof deck prior to installation of subsequent mechanically attached or self-adhering underlayments. Do not overlap end or side joints; all end and side laps shall be butted firmly, flush, side-by-side. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC. - QUA9625; (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8 Certificate of Authorization#9503 FL10626-R8 Revision 8: 01/28/2013 Page 9 of 9 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. 5V PANEL' FLORIDA PRODUCT APPROVAL FL 1.5183.1 ROOFING METAL ROOFING Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville,NC 28302 Telephone: (910) 483-0479 Fax: (910) 483-8897 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa,OK 74106 Telephone: (918) 492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) No 62240 •: Report No. C1828-1 ; d. ¢: Date: 2.10.12 :"p : STATE OF :Qu ,0-. kr.� , c� OR1V*'�2�r �� ••....•• C7�� FL 15183.1 C1828-1 2.10.12 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2010. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5 Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2 Design Uplift Pressure: 63.75 psf for Fastener Pattern 1 in 15/32" thick plywood deck (Factor of Safety =2) 106.5 psf for Fastener Pattern 2 in 15/32" thick plywood deck 150.0 psf for Fastener Pattern 2 in 19/32" thick plywood deck Panel Attachment: #9-15 wood screw with washer @ max 16" o.c. through panel flat. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". Fastener Patterns 1 2 fasteners per panel width. (One each adjacent to overlap and intermediate ribs) Fastener Patterns 2 4 fasteners per panel width. (One each adjacent to overlap and underlap ribs and on both sides of intermediate rib) Test Standards: Roof assembly tested in accordance with TAS 125-03 'Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2010 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2010 Section 1505 and current FL 15183.1 C1828-1 2.10.12 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125-03 Test Reports PRI Construction Materials Technologies UCC-005-02-1, Reporting Date 2/09/12 � C Z Z m O O � O O D D m z Z Z =N� D p N O FTI rnn �x! _ cn \ D oho x r ®N r 0=0 Z O M�a p A N ®� m m k 0 o C C Z y cZ y O-pmo z O-D0 z mmx Am� V)D r O N>� O Z m m Z m C Z ; C Z ti zN z � Z D m I mil I O N O N r GO W (n m O p =O Q D D Go Z Z Z Z z Tj D D TI D D N z z z Z D �o =m D �o =m m �- m m c o N m 0 m r r r m z Ln z mC z MD mD cf) ;:u D D D D c)(n.Z7::E x O O f O O N O N Z7 N m C3 n m p N m�JmmD�=�J�-10D�D O '±1�m r I i ?1v W r O m.OomoNpmm D.Z7A= CI N Z pmm l z mAmZDrD�m OrnODm � >P 0<�0-moi ODmppOr Omn X N m®o Z m®o Z ZOZmr O�mll cc I G-)o'-z0 ®v z0 ®v "O- m 'c> n m c7 D A(AoM0mD,'K cn2Z?zOD VIO x �m `n0 m x m�0 m�G�Nm,_�Z c�OZ Xr i�OZ Xr nim-�C�mzpu 00A0 m Z o �n x,X-I�1CSKg% 00 C) rnN rnN C= � �U1 >x Om 'm `m �m�01D-I>ozzD mo im m �m Z ��pmmx 'pi- N^m --H ()�DmZ-IOD m DWr z z XZ DC*A S-ip m r0 NO C O Cn Z Z n Z W N ry= (A p D N N Z 000 m0 � m N � X D m Q'm A= D A m -Dil Z N D m O O=O Z D y r m O Z D y C D O >Mmcg'-rW o 0 x0 m�0�momr*1 o D o mm r o mo(,) *c < m m z� m mGO -I -1=mml::x 1n m Ao z� x C)� mo§mZ�o=o m Z n o w vm N ®Z O �m x () O O: v N N (n n O�mmD0�10 O O O cn �� c XTm- Dm m m x T-,-2c) WK200� R, Z X m D ZO �zFE ym0 I z Om m mpO��m c o 15 m -- -- c>� O x OX 0 -, 002 ''' -0 c x f =Dm m G)R7 m O x XmOr 0 z0i y m N D z A m n O D CERTIFICATIONDRAWING Ilia SV PANEL NO. REVISION OESCRIPrION ar onrE F 8 n CONSULTANTS MANUFACTURER o m O� BALA SOCKAUNGAM, PH.D., P.E. UNION CORRUGATING CO. o I m 1216 N LANSING AVE,SUITE C YE S. KING STREET BALA SOCKALINGAM, P.E. TULSA.OK aloe FAYETTEVILLE, NC 28301 P.E. NO. 62240 PHONE 918-492-5992 FA%:866-366-1563 910-483-2195 N _.. .: .. _ . v `L .... .. �...., ...-._. .,, ...,.,. .... .,.».. .. T..... ,Y William-,illillilillillillilll11111 REPORT OF EVAL,UATIGATING COMPANY N UNIOCORRU ,26 Gk. 5V PANEL' PRODUCT APPROVAL FLORIDA Fl, 15183.1 ROOFDOFIN G METAL R r Prepared For: Union Corrugating Company p.O.Box 229 Fayetteville,NC 28302 Telephone: (910) 483-0479 Telep 910) 483-8897 Fax: Prepared BY- P.E. Bala Sockalingam+Ph•D.' Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) SOCKA • .• No 62240 L Report No. C1828-1 •p; # Date: 2.10.12 Z' STATE OF -W h x� 1 5#y z ek':. ��s `s �'�%�.. 4 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street TRINITY ERD Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P9290.02.08-1110 150 Lyon Drive FL1654-1112 Fernley, NV 89408 Date of Issuance: 02/11/2008 Revision 10: 08/21/2013 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)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 "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus a 31-page Appendix. Prepared by: N. _ } The facsimile seal appearing was authorized -Q---7s_ Ot• Lk_= by Robert Nieminen,P.E.on 08/21/2013 • ,e. Tf�`� This does not serve as an electronically signed Robert I.M. Nieminen P.E. `ccS s'',. document. to the Approval Administrator . ''e �y^`!a'��.` transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 "....' to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity 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. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, 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 Property Standard Year 1504.3.1 Wind FM 4474 2004 1504.7 Impact FM 4470 1992 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1507.11.2 Physical Properties ASTM D6509 2000 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 ERD (TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013 ERD (TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD (TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 OD3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/30/2004 FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals (TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006 FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals (TST1867) FM 4470/4474 3032172 06/12/2009 PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 Exterior Research and Design, LLC. Evaluation Report P9290.02.08-111110 Certificate of Authorization#9503 FL1654-R12 Revision 30: 08/21/2013 Page 2 of 5 TRINITY ERD Entity Examination Reference Date PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 Miami-Dade (CER1592) HVHZ Compliance Various NOAs Various Miami-Dade (CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp. 08/08/2015 4. PRODUCT DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. Table 1: Roll-Goods for Polyglass Modified Bitumen Roof Systems Type Product Specification Reference Grade Type Base Sheets Polyglass G2 Base ASTM D4601 N/A II Polyglass APP Base ASTM D6509 N/A N/A Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V Base ASTM D6163, Table 2 S I Elastoflex SA V FR Base ASTM D6163, Table 2 S I Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 S I Elastobase Poly ASTM D6164 S I Elastoflex S6 ASTM D6164 S I SBS Membranes Elastoflex S6 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko MOP ASTM D6164 S I Polyfresko MOP FR ASTM D6164 S I Elastoshield TS G ASTM D6164 G I Elastoshield TS G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyfresko SBS SAP ASTM D6164 S I Polyfresko SBS SAP FR ASTM D6164 S I Polyflex ASTM D6222 S I Polyflex G ASTM D6222 G I Polyflex G FR ASTM D6222 G I Polyfresko Torch ASTM D6222 S I Polyfresko Torch FR ASTM D6222 S I Polybond ASTM D6222 S I APP Membranes Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko APP SAP ASTM D6222 S I Polyfresko APP SAP FR ASTM D6222 S I Polykool ASTM D6222 S I Polybianko ASTM D6222 S I Exterior Research and Design, LLC. Evaluation Report P9290.02.08-1110 Certificate of Authorization#9503 FL1654-R12 Revision 10: 08/21/2013 Page 3 of 5 TRINITY ERD S. LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ. 5.2 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and installed to meet project design criteria to the satisfaction of the AHJ. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.6 For mechanically attached insulation or membrane or strip-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. 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. 5.7 For fully-adhered insulation, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems 5.8 For mechanically attached insulation or membrane over existing roof 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. 5.9 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.10 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124. 5.11 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Polyglass Modified Bitumen roof systems shall be installed in accordance with Polyglass USA, Inc. published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. Exterior Research and Design, LLC. Evaluation Report P9290.02.08-1110 Certificate of Authorization#9503 FL1654-1112 Revision 10: 08/21/2013 Page 4 of 5 TRINITY ERD 6.3 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 or Mule-Hide 111 Non-Fibrated Roof Coating; ➢ PG300 Fibered Roof Coating or Mule-Hide 102 Fibrated Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating or Mule-Hide 416 Standard Non-Fibrated Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating or Mule-Hide 406 Standard Fibrated Aluminum Roof Coating; ➢ PG700 White Reflective Roof Coating; ➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule-Hide 311 Emulsion Non-Fibrated; ➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule-Hide 301 Emulsion Fibrated; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule-Hide 410 Premium Non-Fibrated Aluminum Roof Coating; Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule-Hide 401 Premium Fibrated Aluminum Roof Coating; r Polybrite 70 White Elastomeric Roof Coating. 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 9N-3 QA requirements 9. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 31-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- Exterior Research and Design, LLC. 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