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Home My WebLink AboutRevisions OFFICE USE ONLY: DATE FILED: PERNUT#100 o►OC��- C7�� REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISION , an i a' >c-� Y;!�A o vQ� CONTRACTOR INFORMATION: STATE of FL REWCERT. : 'C 6,59 ST.LUCIE CO CERT.#: BUSINESS NAME: /f+2' G' r 0aJ QUALIFIERS NAME: .6. ADDRESS: a G ." CITY: CC,11�it S/ STATE: C ZIP: 5 'PHONLV(DAYTIME): 7a- 7 - y FAX: OWNERAWELDER INFORMATION: NAME:. ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: .ADDRESS: CITY: STATE: ZIP: PHONE(DAYTEME): FAX: SLCCC.9123109 Revised 06130117 " Islo Feb 28 20,11:42a Treasure Coast Roofing 7723438358 P.1 Florida Building Code Online Page 1 of 2 ••--� - - .�•- -•�-„ter; liv �-- - -, 305 Home Log Ir. User Reg;stratirm Het Topics ' Submit Slydcuge Slats 6 Fads PublicauWS F13C Staff` BMS Site Map Unr; search Product Appro " val ^1 }, ;_ •�tbF.R:Public User 7r�1r Apn�;rl t4eru>Pniuct or Aoolicgti_n Scard•>Arnti[atlpn UR>Application Detail FL# FL16048-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/email PO Box 70 Rutherford,NJ 07070 (800)516-:485 david.ruiz@tribui Itma.con Authorized Signature David Ruiz da,,fid.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,NJ 07073 (201)842-2449 day id.ruiz@tri bt;iltmaterialsg roup.co rr Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compl.ance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name'Kho developed Robert Nieminen tie Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W.Knexevich,PE ! Validation Checdist-�iardcopy Received Certificate of Independence =1_tntZBIZ, F6101 203? 11 COI tliem`r:er:.edf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TR[April 2012(04-121 7012 UL 1897 2012 Equivalence of Product Standards .Certified By 0 Sections from the Cede fl e copy httpsJhiww.floridabuilding_org/pr/pr_app dd.aspx?param=wGEVXQwtDcitFPmdYi1�ID... 1112/2018 Feb 28 20, 11:43a Treasure Coast Roofing 7723438368 p•2 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 1010112017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL 114odel,Number or Name Description L6048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL15048 ?6 ii 20-7 09 FINAL ER TRI- Approved for use outside HVHZ:Yes BIf11.T UNDERLA.YI4ENTS F1.1604E-:6.ndf Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A/-150 Created bylndependentThird Party:Yes Other: 1.)The design pressure:toted herein pertains to use Evaluation Reports of foam-on file systems overtop the self-adhering -�L-,6048 R6 AE 7017 09 FINAL ER TRi- unde.layment for one particular application"See ER Section 8(1L7 UNDFRIAYi-TENTS FL16048-R6•odf 5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes Use. Back rtc.t Qflad Us::2601 Blair Stone Road.7aflaha Ssee FL 32399 Pyore:oc0-o02,1 B2a Me State of Florida is an ANEEO employer.Coovriant 2707-2013 State or Florida ::Privacy Sratemeet;;S53c<Ibal'v i rfRni::Raft nd Slalemwd under Ronda law,email addresses are pubic records"If you do not vraniyour e-mait address reeased in response to a public"records reques`.,do mat send elecmgc rrall to this en:lty•Instead,ccntzd the office by phone or by traditional mail.Ir you have any questiors,please contact BEC.467.1395.•Pursuark to Sectiom 453.275(1),Florida Statutes,effective October 1,20t2,icensees licensed under Chaoter 455,F.S.must provide the Departrnent wth an emvrl address it :hey havc one.The er-ails prov.ded may be used for offinal communication With me licensee.rpweveremail awesses are ixibliC mtord.If you do not wish to supply a personal address,please provide the Deplrtrnent with an email address which can bm made available to the public.7o cieter:nire if you are a iceraee under Chapter 45S,F.S.,ply dlc<+ere. Product Approval Accepts: _ r,.—�.,r�, -se cicala' Credit Ca-d Safe https./1w%,fw.floridabuilding.org/pr,/pr app_dtl:aspx?param=wGEVXQwtDgtFPmdYiND._. 1112/2018 Feb 28 20, 11:43a Treasure Coast Roofing 7723438358 p•3 EXTERIOR RESEARCH&DESIGN,LLC- Certificate of Authorization9503 -. TRINITY; 353 CHRISTiAN STREET,UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT TRl-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6 PO Box 70 FL16048-R6 Rutherford,N107070 Date of issuance:10/25/2012 (800)51&1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6t° Edition (2017) Florida Building Code sections noted herein. DEscmp-now: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quali-Ly Assurance Agency noted herein. CoNsiNueD CompuANcE: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. ADVERTasENIENT:The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. lNspEcnont: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 6. Prepared by: ,.»�";":"'•o~— Robertl.M.Nieminen P.E. • �!r �:,s•+`�' ThCfacSimle sealaFFearmy avasELthorleed by Robert Nieminen, Florida Registroti on No.59166,Florida D C4 A NE1983 a-c on os/is/m:�.Tbs:Rosa nc1 sane as an e'ecu�;ca3y sgned oxvment CERTIFICATION OF INDEPENDENCE: 1. TrinityIERD does not have,nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2- Trinity;ERD is not owned,operated or control!ed 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&the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Eva:uation Report, or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. Feb 28 20,11:43a Treasure Coast Roofing 7723438358 p•4 ROOFING COMPONENT EVALUATION: 1. SCOPE:, Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the fallowing sections of the a Edition(2017)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 Resistance FM4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTV,,GiSS 2005 1507.2.4I 1507.1.1,1507.2.9.2 Physical Properties ASTIN D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Enti Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties S40540.03.14 03/26/2014 ERD(TST6049) Physical Properties r,"870.04-14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TS76049) Physical Properties S44870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 04/10f2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/1312M ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL,LLC.(QUA962S) Quality Control Multiple-Usting R16914 12/10/2015 UL,I.I.C.(QUA9625) Quality Control Service Confirmation Exp.07/19/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.2 Trl-Built SIA HT TU Underlayment is a self-adhering,non-woven polyester fabric surfaced,SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSAITRI April 2012. 4.3 Tri-Built Smooth HT SIA Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 5. WiTATiONs: 5.1 This is a building code evaluation. Neither TrinityjERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Cerdf+coteofAuthork,ationr/9503 6r"EDITION(1017)FSCNON-HVHZEVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6,09/25/2017 Page 2 of 6 Feb 28 20,11:43a Treasure Coast Roofing 7723438358 p•5 TRINITY ERD 5.4 TRI-GUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. if not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built51A HTTU Yes Yes Yes Yes Yes Yes ( Underlayment see 5.5-1 Tri-Built Smoath HT S/A Yes No I No Yes Yes yes Underlayment 5.5.1 "Foam-On Tile"is Limited to use of the following Approved tile adhesives J underiaylnent combinations. TABLE IA:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Approva[ Underlayments LCP Adhesives Polysete AH-160 FL6332 Tri-Built S/A HTTU Underlayment Dov►Ti[eBond'" FL22525 Tri-Built SJA HTTU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Tr!-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSS;Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. while not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group,LLC requires tongue-and-groove board decking be covered with plywood or O5B prior to installation of the self-adhering undertayment. 5.6.2 Bond-to-Insulation: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built 5(A HTTU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: 7 Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installatlon under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment onlyM, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM.4474,Appendix D or TAS 114,Appendix J. 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6 EDITION 12017)FBC NON-HVHZ EVALUAM13% FL16048-R6 TRI-BUILT Roof Underlayments;[8001516-1485 Revision 6:0 912 5/2017 Page 3 of 6 Feb 28 20,11:43a Treasure Coast Roofing 7723438358 p•6 TRINITY ERD 5.6.3 Bond to Mechanically Attached Base Layer: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to. r ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For Installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012{04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TR1 April 2012(04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to I margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf. Deck: Jelin. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction- Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 42 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-WiltS/A HT TU U nderlayment,self-adhered- #3 Maximum Design Pressure=-150.Opsf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority having Jurisdiction. Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.Oasf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch Japs and 6-inch o.c.in three, equally spaced rows in the center of the sheet. Underlayment: Tri-BuiltS/A HT TU Underlayment,self-adhered. Exierior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization A9503 6"'EDITION(2017)F8C NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6.03/25/2017 Page 4 of 6 Feb 28 20,11:44a Treasure Coast Roofing 7723438358 p•7 TRINITY ERa 5.6.4.1 For mechanically attached Base sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case,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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carp/ the limitations set forth In Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2015)for Zone 2/3 enhancements. 53 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slipoa_ge Limitations(TAS 103 per FRSA/TRI April 2012 t04-121): When loading roof tiles on the underlayment in direct-deck file assemblies,the max(mum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. 'FABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:_2 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6.12 on slope,as shown below) Tri-Built 5/A HT TU Underlayment Lugged vt �. Exterior Research and Design,I.I.C. Evaluation Report A42960.I0.12-R6 Certificate of Authorization U9503 6'"EDITION(2017)FBC NON-HVH2 EVALUATION FL16046-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6 Feb 28 20, 11:44a Treasure Coast Roofing 7723438358 p.8 TRlN-rr ERD G. 1 NSTALLATIot4: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sandell SA Shingle Underlayment.Tri-Built S/A HT TU Underlavment or7ri-Built Smooth HT 5/A Und erlayment• 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.12 Non-Tile applications: While priming is optional,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Rail out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane-tight. Firmly roil,broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT Materials Group,LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch c.c. For Valleys and lodges: Cut underlayment into 4 to 5 foot lengths.Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only!: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on the applications,reference is made to Section 5-6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile stagi ng. 7'. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Gulfport,MS S. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancelior@us.ul.com END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report A42950.10.12-R6 Certificate of Autharizatlon 49503 6'EDITION(2017)F8C NON-HVHZ EVALUATION F116048-R5 TRI-BUILT Roof Underlayments;1800)516-1485 Revision 6:09/Z5/2017 Page 6 of 6 13CIS Home 1 Log In User Registration I Hot Topics E Submit surcharge { Stats&Facts { Publications Contact Us 13CIS Site Map { Links Search Florida re Product ApprovalUSER:Public User d Product Approval Menu>Product or Application Search>Application List>Application Detail l y°° •' FL# FL20484-111 I Application Type Revision Code Version 2017 Application Status Approved t i Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.-KING'ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext256 JsVieby@unio,ncorrugating.com Authorized Signature John Stieby , jstleby@uniolncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Profdssional Engineer 3 Evaluation Report-Hardcopy Received Florida Engineer.or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavl,,P.E. 2 Validation Checklist-Hardcopy Received Certificate of Independence 000484 RI COT Certificatelndeoendence.odf Referenced Standard and Year(of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL1897 2012 UL 560 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgsJ9a49YAgX... 10/12/2019 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 08/23/2017 j Date Validated 08/28/2017 Date Pending FBC Approval 09/01/2017 i Date Approved 12/12/2017 i Summary of Products FL# Model,Number or Name Description 20484.1 5V Min 26 ga.,24"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use In HVHZ:No F1_204e4 R1 II EvaluationReoortC2175 1.odF Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,'P,E.62240 Impact Resistant:N/A. Created by Independent Ttiird Party:Yes Design Pressure:+N/A/-169 Evaluation.Reports Other.Uplift load of 71.0 psf @ fastener spacing of 24"o.c. FL20484 R1 AE EvaluationReoortC2175 1.0 &169.0 psf @ fastener spacing of 6"ox. Created by Independent Third Party:Yes 20484.21 Advantage-Lok II Min 26 ga.,16"wide concealed fastened panel over 7/16" thick OSB&'15/32"&'thiick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 R1 II EvaluationReoortC2175 2.odf Approved for use outside HVHZ;Yes Verified By: Bala Sockalingam P.E.62240 Impact Resistant:N/A Created by Independent Third Party,:Yes Design Pressure:+N/A/-116 Evaluation Reports Other:Maximum uplift load of 116.0.psf @ seam fastener FL20484 RI AE EvaluationReoortC2175 2.odf spacing of 4=5/8"o.c.along seam into min. 15/32"thick APA Created by Independent Third Party:Yes rated plywood with retainer strap.. 20484.3 Aluminuin Advantage Lok II Max 16.375"wide,nom 0.032"thick(min.)aluminum concealed fastener roof panel over min 15/32"thick.plywood deck or 7/16"thick OSB. Urnits of Use' Installation Instructions Approved for use in*HVHZ:No FL20484 111 II EvaluationRenortC2175 3.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-93.5 Evaluation Repos Other:Uplift load of 22.5 psf at fastener spacing of 18.5" FL20484-R rt 3 AE EvaluationReoortC2175 3 ndf o.c.and 86.0 psf at fastener spacing of 4.63"oZ-in 15/32" Created by Independent Third Party:Yes plywood or 7/16"OSB.Uplift load of 93.5 psf at fastener spacing of_4.63' o.c.with structural sealant in 15132" j plywood. i 20484.4 Aluminum SL150, M,ax 16"wide,nom 0.032"thick(min.)aluminum snap-lock standing seam metal panel over min 15/32"thick plywood deck or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 R1 11 EvaluationReoortC2175 4 odf Approved for use outside HVHZ:Yes Verified'By:Bala Sockalingam P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-86 Evaluation Reports . Other:Uplift.load of 45.0 psf at clip spacing of 24"o.c.and FL20484 111 AE EvaluationReoortC2175 4.1)df 78.5 psf at clip spacing of 6"o.c.in 15/32"plywood.or 7/16" Created by Independent Third Party:Yes OSB.Uplift load of 86.0 psf at clip spacing of 6"o.c.with i structural.sealant in 15/32"plywood. 20484:5 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB Limits'of Use Installation Instructions Approved for use in'HVHZ:No FL20484 R1 II EvaluationReoortC2175 5 odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-124 Evaluation Reports Other:Uplift load of 56.0 psf @ fastener spacing of 24"o.c. FI 20484 RS AE Evaluat1onReoortC2175 5.odf &124.0 psf @ fastener spacing'of,6"o.c. Created by Independent Third Party:Yes 20484.6 MasterRib Mrn 29 ga.,36"wide through,fastened panel over 15/32" i thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 Rl II Eva luatlonReoortC2175 6.odF Approved for use outside HVHZ:Yes :Verified By: Bala Sockalingam,P.E.62240 Impact Resistant:N/A !Created by Independent Third Party:Yes Design Pressure:+N/A/-88:5 Evaluation Reports Other:Uplift load of 56 psf for Fastening System 1.Uplift FL20484 RI AE EvaluationReoortC2175 6.odf load of 88.5 psf for Fastening System 2. ;Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pi app dtl.aspx?param wGEVXQwtDgsJ9a49YAgX... 10/12/2019 Horlda Building Uocte Viitille 26484.7. ML150 Maz 16.5"wide,min'24 ga.steel standing seam panel over 15/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 RI II EvaluationReoort(2175 7 )df Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes ) Design Pressure:+N/A/-124 Evaluation Reports f Othem Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 111 AE EvaluationReoortC2175 7 odf o.c.with 180 seam,self-adhering membrane and fixed clip. Created by Independent Third.Party:Yes 20484.8, PBR or R Panel Min 26 ga.,36"wide through fastened panel over 15/32" !thick plywood i Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 R1 II EvaluationReoortC2175 8 Ddf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design.Pressure:+N/A/-161.5 Evaluation Reports Other:,Uplift load of 30.0 psf at fastener spacing of 48"o.c. Fl 20484 RI AE Eva luationReDOrtC2175 8 odf and 161.5 psf at fastener spacing of 6"D.C. Created by Independent Third Party:Yes 20484.9 SL175 Max.18"wide,min 24 ga.,snap-lock standing seam metal panel over 15132"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL20484 R1 II Eva]UationReoortC2175 9.3df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,P.E.62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-93.5 Evaluation Reports Other:Uplift load of 39.8 psf @ clip spacing of 36"D.C.and FL20484 Ri AE EvgluatfonReDOrtC2175 9.Pdf 78.6 psf @ clip spacing of 8"o.c with felt.Uplift load of 93.5 Created by Independent Third Party:Yes psf @ clip spacing of 12"o.c.with self-adhering membrane. Back Next Contact Us::2691 Blair Stone Road Tallahassee FL 3 399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-20I3 State of Florida-:;Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want.your e-malladdress released in response to a public-records request,do not send electronic mail to this entity.Instead,contact ihe office by phone or by traditional mall.if you have any questions,please contact 850.487.1395.+Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455;F.S.must provide the Department with an email address if they have one.The emails 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 If you are a licensee under Chapter 455,F.S.,please dlck ilere. F Product Approval Accepts: W Rig Credit Card Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsJ9a49YAgX.... 10/12/2019 EVALUATION REPORT OF � UNION CORRUGATING COMPANY � `26 GA.5V PANEL'! FLORIDA BUILDING CODE 6'TH.EIDPTION(2017) FLORIDA PRODUCT APPROVAL Ft 20484.1-R1 ROOFING METAL ROOFING i Prepared For: Union Corrugating Conipany 701 S.I(ing St. Fayetteville,NC 28301 Telephone: (910)483-0479 Fax: (910)483-1091 Prepared By: Bala Sockalingaan,Ph.DT;,P.E. Florida Professional Engineer#62240 1216 ITT 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) y466b�C�e�b�� Load Span Table(1 Page) �ew��OG�N�$E . �'Ps�d� \GIN r�4Q •�� mQ, �0 0 Uo Lij `�m•� r OF e��, Report No. C217511 n r `�.�•C, r Date: 8.23.2017 oe.`o Z .12-G k'I FL 20484.1-R1 C2175-1 8.23.2017 1 Page 2 of 3 j Manufacturer: Union Corrugating Company Product Name: 5V Panel i i Panel Description: 24"wide coverage with(5) 1/2"high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A:65.3) } or Galvalume coated steel (ASTM A792) or painted steel (ASTM f A755). Deck Description: Min. 1932" thick APA rated plywood or min. W thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of 430 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC.2017 Section 1507.4.2 Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 169.0 psf @ fastener spacing of 6" o.c. Panel Attacliment: #10-15 x 2" long wood screw with washer At interior @ max 12" o.c. across panel width through panel rib At panel ends @ max 6" o.c. across panel width through panel-flat and rib Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1891-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10-using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design .pressue-for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load"span table. This evaluation report is FL 20484.1-R1 C2175-1 8.23.2017 Page 3 of 3 not applicable in High Velocity Hurricane Zone.Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire.ratings of this product. Supporting Documents: UL580 &UL1897 Test Reports; i Farabaugh Engineering and Testing Inc. Project No. T197-16,Re'porting;Date 5/12/16 i PANEL OVERLAP rEm: w�u NEW UNDERLAYMENT //��''PANEL FASTENER ROOF PANEL _ / SEE DETAIL 2 SEE DETAIL 1 / SPACING PER ALLOWABLE k r V r .r (f UPLIFT LOAD TABLE ffi X\-MIN. AYENT EXISTING SHINGLES' DECK.ATTACHMENT AND PLYWOOD(OPTIONAL) (OPTIONAL) SUPPORTS MUST BE 15/42" THICK (MIN.) DESIGNED AND INSTALLED BY OTHERS 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24-O.C. TYPICAL PANEL INSTALLATION X—SECTIObin O o #10-15 X 2" LONG WOOD F 1;iv m SCREW WITH WASHER <t z a o� z i WW m `1 J MIN 26 GA, PANEL o g NEW UNDERLAYMENT z EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) o J 4 DETAIL 1 GENERAL NOTES, > z 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1110-15 X 2" LONG WOOD FLORIDA BUILDING CODE (FBC). mom SCREW WITH WASHER 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OFu�i PANEL = 24", s 3, THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS c ¢ NEW UNDERLAYMENT MIN 26 GA. PANEL SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE. 5. ALL FASTENERS MUST-BE IN.ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM EXISTING SHINGLES REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. (OPTIONAL) 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. EXISTING UNDERLAYMENT PLYWOOD (OPTIONAL) DETAIL 2 15/32"THICK (MIN.) C2175-1 Ev. SHEET N0. 1 O UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Min 26 ga.) Descript ion Fastener Spacing I Allowable Uplift along Panel Length Load (in) (psf) Coverage width: 24" 6 I 169.0 8 158.1 Panel Fasteners 10 147.2 #10-15 hex head screws with 3 sealed washer 14 1-213 16 106.5 Panel fasteners spaced at 12" 18 94.7 o.c. across panel width through ribs. 22 77.5 2�4 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure. ' I 0 4-1 c'� cc- co LLI LLI L 0 1216 N Lansing Ave.,Suite C Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 74106 FL 62240 918 4915992 I1V11UdIJLLUUI116 liUUl.Vllillll, � ' Profe�ssp at itita9 g BCIS Home ,Log in I User Registration ; Hot Topics I Submit Surcharge i Slats&Facts ( Publications Contact Us I BCIS Site Map ( Links Search l Florida ProUSER:duct Apserproval� Public U l d+'.Ya�'t`.Y%its II Pmduct Approval Menu>Product or Application Search>Application List>Application Detail I FL# FL1654-R24 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived 17-1 I Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglas.s.com Technical Representative Maury Alpert Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 MA[pert@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System i 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 Nieminen the Evaluation Report Florida License PE-59166. Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W.Knezevich,PE, t, Validation Checklist-Hardcopy Received i Certificate of Independence FL1654 R24 COI 2019 01 COI NIEMINEN odf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL1897 2012 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv.;. 8/16/2019 Florida Building Code Online Page 2 of 2 Sections.from the Code i i Product Approval Method Method 1 Option D i Date Submitted 04/12/2019 Date Validated 04/14/2019 Date Pending FBC Approval 04/19/2019 Date Approved 06/18/2019 i Date Revised 08/12/2019 i Summa_ of Products FL# Model,Number or Name Description 1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems j Modified Bitumen Roof s{( Systems Limits of Use Installation Instructions I Approved for use in HVHZ,No FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654- Approved for use outside HVHZ:Yes R24. d f Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this application Evaluation Reports relates to one particular assembly over concrete FL1654 R24 AE 2010 04 FINAL ER POLYGLASS MODBIT FL1654- deck.Refer to the.ER Appendix for other systems R24.DdP and deck types.2.)Refer to ER,Section 5 for Created by Independent Third Party:Yes other Limits of Use. Back Next Contact Us n 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State ofFlorlda is an AA/EEO employer.Copyright 2007-2013'State of Florida. Privacy statement::Accessibility Statement::Refund Statement Under Florida.law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department withan email address if they have one.The emalls 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 if you are a licensee under Chapter 455,F.S.,please click Lem_ Product Approval Accepts: Credit Card Safe i https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgTJPv... 8/16/2019 UN Nwo l etc. TABLE DECK _APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Banded Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11 1D Wood, New,Reroof(Tear-Off)or Recover 8 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 1E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14 IF Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18 1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22 1H. Wood, New,.Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 23-29 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30-32 2B Steel or Structural concrete New,Reroof(Tear-Off).or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39 21) Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40-41 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50 38 Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 50 4A Lightweight concrete New 6r Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 51-53 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58 SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59 5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60 SC Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61 SD Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech,Attached Insulation,Bonded Roof Cover 61 SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 62-64 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64 61) Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69 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 Authority Having Jurisdiction. 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 forthe following deck engagement: >Wood: Minimum 0.75-inch penetration. > Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. >Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL1654-1124 Certificate of Authorization 43245S 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 1 of 69 -UN I'1NEMO I etc. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference Is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more piles Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Ibs/square Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly f im surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 HP,Elastoshield HT SBS-CAI Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS PG350 at 1.5-2.0 Cap Ply G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square Base Ply One ply Elastobase(sand/sand),Elastoflex Vy Elastoflex S6,Elastoflex S6 HP SBS-CA2 Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS G,Elastoshield TS Polyplus 35 at 1.5-2.0 Cap Ply G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square 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,Elastoflex SBS-AA 56 HP,Elastoshield HT Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G, Hot Asphalt at 20 40 {SBS,Asphalt-Applied) Cap Ply Ibs/square Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Note: Asphalt-applied sheets or insulation shall not be applled to poly film surfaced membranes. SBS-TA Base Ply or Ply One or more piles Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT (SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G, Torch-Applied Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) Base Ply One or more plies Elastoflex SA V.Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P.Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-5A are limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the 585-SA Bose Ply options herein, Self-Adhering (ARP,Self-Adhering) Elastobose(poty/sand)orflastabose(poly/poly). NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL1654-R24 Certificate of Authorization 032455 6m EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 69 NNEmoletc.*-, e•e r • • .• ••® Ak• System Roof Cover(Note 15) MDP f psf No. Deck(Note 1) Primer Joint Treatment Base Ply Ply Cap Ply APA rated,7/16 OSB joints are covered with 4-Inch wide strips of Elastoflex SA V,rolled into place to Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -52.5 W-182 CAT,0.418 In., None create continuous bond. Elastoflex SA V Plus FR TA,APP TA TA,APP-TA Exposure 1 OS8 _ 15/32=Inch SB5-SA (Optional)SBS-SA,SBS- SBS-SA.APP-SA,SBS- Min, .90.0 W-183 plywood None None TA,APP TA TA,APP-TA yy_1g4 Min.15/32-Inch (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 plywood MIn.15/32-inch SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,585- -97.5 W-185 PG100 None TA,APP-TA TA,APP-TA plywood Min.15/32-Inch. Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Into Elastoflex SA V or (Optional)SBS-SA,SBS- SSS,SA,APP-SA,SBS- 97 5 W-186 plywood {Optional)PG100 place to create continuous bond. ElastoflexSAV FR TA,APP-TA TA,APP-TA Min.15/32-Inch POLYBRITE 745 or SB5-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- 105.0 W-187 None TA,APP-TA TA,APP-TA plywood WB9000 M In.15/32-Inch 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- 5B5 SA,APP-SA 5B5 -135.0 W-188 plywood (Optional)PG100 place to create continuousbond. Elastoflex SA Plus FR TA,APP TA . TA,APP-TA Min.iS/32-inch. O tia Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Into Polyflex SA Base (Optional)APP-TA APP-TA 135.0 W-189 plywood ( P naq PG100 place to create continuous bond. NEMO ETC,U.0 Evaluation Report P9290.02.08-R22 for FL16S4-RZ4 Certificate of Authorization A32455 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019 prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 29 of 69