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HomeMy WebLinkAboutPRODUCT APPROVAL4/30/2018 Flc da Building Code Onli-- Business & Frotessional Regulation St BCIS Home I Log In I User Registration I Hot Topics I Subrr Florida Product Approval USER: Public User re p) &um Product Approval Menu > Product or Application Search > Al FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Mai Address/Phone/Email 7 Category Subcategory Compliance Method Florida Engineer or Architect Name who devel the Evaluation Report Florida License Quality Assurance Entity MBPRH0.WEtjiimcl D.P. Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I ist > Application Detail vsa M Approved PO Box 70 Rutherford, NJ 07070 (800)516-1485 david.ruiz@tribuiltmg.i David Ruiz david.ruiz@tribuiltmg.c David Ruiz FZtCEMD APR 3 0 2018 ST. Lucie County, Permitting ST. LUCIE C©uNry, BUILDING biviisiON Y7Lti S7 �lii Q�t.S� FOR CO.MPL1A00E-: REVIEWED BY DATE I . PLANS AND P RMIT MUST BE KEPT ON JOB OR NO,INSPEC'nON WILL BE MADE 250 Route 17 North East Rti'therford, NJ 07073 .(201) 842-2449 david.ruiz@tribuiltmateriaisgroup.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 , rich.schurman@alliedbuilding?bAhNS AND ALL PROPOSED WORK SUSJECT TO ANY CORRECTIONS of QUIRED BY FIELD INSPECTORS THAT f-CESSARY iN ORDER TO APLYJIIeN�rll CODIM Report from a Flori a eg ed Florida Professional Engineer O Evaluation Report - Hardcopy Received Robert Nieminen =110 IIIASTEN INS MATTAMM�ENTS PE-59166 AMTR1IWPVIIJ �} NIL111 Of 11L. UL LLC /�Mrps�fMfAD AG Q�'M Quality Assurance Contract Expiration Date 10/06/2018 WII{IIM1/l VR Vf Ilhwnr Validated By John W. Knezevich, PE O Validation Checklist - Hardcopy Received Certificate of Independence FL16027 R2 COI 2017 01 COI Nieminen.pdf I Referenced Standard and Year (of Standard) Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards I https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGE\/XQwtI gtFPmdYiNDWrxtft9YUwv%2fLXRbpak6f2jJGiyowhtbu4Q%3d%3d 1/2 4/30/2018 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Building Code Cin(Ir _, i Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 FL # Model, Number or Nan a Description o a PPM" "e§12jmQ6rN1k-7W7s5 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16027 R2 II 2017 09 FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-R2.pdf 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 noted in this application Evaluation Reports refers to one system. Refer to ER Appendix for all Systems and FL16027 R2 AE 2017 09 FINAL ER TRI- max. design pressures. 2.) Refer to ER Section 5 for Limits of BUILT MODBIT FL16027-R2.pdf Use. Created by Independent Third Party: Yes Contact Us :: The State of Florida is an AA/EEO employer. Under Florida law, email addresses are public records. If you do mail to this entity. Instead, contact the office by phone or b 455.275(1), Florida Statutes, effective October 1, 2012, license one. The emails provided may be used for official communication address, please provide the Department with an email address % Back Next Privacy Statement :: Accessibility Statement :: Refund Statement not want your e-mail address released in response to a public -records request, do not send electronic traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section s licensed under Chapter 455, F.S. must provide the Department with an email address if they have Pith the licensee. However email addresses are public record. If you do not wish to supply a personal ihich can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®®®FW® CrOdit Card Safe sectiritvim TRICS i https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgt I PmdYNDVVrxtft9YUwv%2fLXRbpak6f2jJGiyowhtbu4Q%3d%3d 2/2 MoalbA 09PAj;TM%W �of Business & Professional Regulation B - Cis Hbme i Log in' n' f User Registration Hot Topics -- Product Approval' USER: Public User, 'Setinch Crilldrid, 4'1 on+T errs 7M, RdflneSearch Code version, 2017. FL# 16027 Application - Type Category ALL ALL Product anu6cturer ALL Application Statd ' 9 ALL Subcategory I ornp iartce C, Ii Dry , M6thdd ALL ALL Quality. Assurance Entity, ALL Quality, A6suranceF Entity,Contract.Expired ALL, Peoddct'Mbdel, Number or N6ind ALL Product Desc riptidn ALL Approved for -use in HVHZ ALL A I pprove ' 4orpse,outslde HVFIZ ALL Impact pact Resistant ALL Design Pressur6i- ALL other ALL 9earth Results, A0011cations EM ing 114 ainu f actisrer. jdgiitbdBif Altus IFCW1 742 Revision Tn7l3uift M'ateri . als Group, LLC John W. Kne ze - vich, PE _�§54) Approved Category: kodi 772-62�4: Subcategory: Modified Bitdrfiqn-Robf System -Approved by DBPR. Approvals by DBPR shall be reviewed and tor6ci Ui :: i661 8 The.State of Fionda is an AA/EEO ernpioyer. Copyright 2 Under Florida law; email addresses are public records. If you do mail to this enti I ty . ..instead, contact the office by pliorte,dr by,trz (1), Florida Statutes,effective October 1, 2612; licirfsees license emails provided Toy be used for offidal'communication with the please pirdvjde+the Department with 'awemail address -which ca If necessary., state of Florida.:: Privacy.Statement :: Accessibility Statement :: Refund Statement your e-mail address -released in response to a, publi c-records request, do not send electronic iall:.If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275; :fia�pter 455;'F.S. must provide the Department with an email addressIf they have one. The' However email addr,esses ani'public record. if you, do not'wish to supply. a personal address, . 1jab'e 6 thepublic. To Oetemnineff.you are a lice4see under Chapter 455, F.S., please: O+oduct, Approval Accepts: MAN ®AO_® Credit "Card Safe SL`CLIr EVALUATION REPORT, TRI-BUILT Materials Group, LLC PO Box 70. Rutherford, NJ 07070 (806)- Si6-1485 SCOPE: This Evaluation Report is issued .under Rule 611326-3 s construction materials: in the State of Florida. The dOCL P.E.for use of the product under the Florida Building compliance with the 6u' Edition, (2017) Florida Building DESCRIPTION: TRI-BUILT Modified Bitumen Roof Svstem LABELING: Labeling shall :be in .accordance with the herein. CONTINUED COMPLIANCE: This Evaluation Report is valid Quality Assurance documentation changes, or provisic this Evaluation Report by the named client constitu changes or -the. referenced Quality Assurance docurrie Evaluation Report relative to updated Coderequireme ADVERTISEMENT: The Evaluation .Report number precec advertising literature. If any portion of the Evaluation INSPECTION,: Upon request, a copy of this entire Evalual its distributors and shall be available for inspection at This Evaluation Report consists of pages 1 through 4, r Prepared by: Robert J.M. Nieminen, P.E. Florlda Registration No. 59166, Florida DG4 ANE1983' 'CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design; LLC: d/b/a Trinity I ERD does no in any company manufacturing or distributing products'iteva 2. Exterior Research & Design, LLC. d/b/a Trinity. I ERD is n distributing products it evaluates: 3. Robert Nieminen, P.E. does not have nor will acquire, a final which.the evaluation reports are being issued. 4. Robert.Nieminen, P.E. does not have, nor will acquire,,a fina product. S: This is a building code evaluation. Neither Trinity ERD' nor project on which this Evaluation Report, or previous version specifically for that purpose. EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street. Oxford, CT 06478 (203) 262-9245 Won. Report A42970.10.U-112 FL16027-R2 Date of Issuance:10/23/2612 Revision 2: 09/25/2017 the applicable rules and regulations governing the use of station submitted has .been .reviewed by Robert Nieminen, lei The product described herein has been :evaluated for e sections noted herein. the Accredited Quality Assurance Agency noted tit such time as the, named product(s) changes; the referenced of the Code.that relate to the product change. Acceptance of agreement to notify Robert Nieminen, P.E. if the product tion..changes. Trinity [ERD requires a complete review of this with each Code Cycle. by the words "Trinity I ERD'Evaluated maybe displayed in port is di splayed,. then it shall be done in its entirety. I Report shall be provided to the user by the manufacturer or job site at the request of the Building Official. a 267page Appendix. The facsimile iealappearing was authorized by Robert Nieminen, P.E. on 09/25/2617. This does not serve as an electronically signed document. have, nor does it intend to acquire or will it acquire, a financialinterest it owned, operated or controlled by any company manufacturing or cial interest in any company manufacturing or distributing products for Icial interest in:any other entity involved in the approval process of the Robert Nieminen, P.E. are, in any way, the Designer of Record for any thereof, is/was used for permitting or design guidance unless retained ROOFING.SYSTEMS EVALUATION: 1. SCOPE: Product. Category: Roofing Sub -category: Modified Bitumen Roc Compliance Statement: TRI-BUILT Modified Bitur LLC, have demonstrated compliance with the folic through testing in accordance with the following St and Limitations /'Conditions of Use set forth herein. 2. STANDARDS'. Section 1504.3.1 1504.7 1507.11.2 1507.11.2 1567.11.2 3. REFERENCES: Entitd ERD. (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049), ERD (TST6049) ERD,(TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD, (TST6049). ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) +M Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1861) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TSTi867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867). FM Approvals (TST1867) PropertV Wind impact Physical Properties, Physical Properties Physical Properties Exarnination Physical Properties FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 44.701447.4. Physical Properties FM 4470/4474 Physical Properties FM 4470/4474 Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties. Physical Properties Physical Properties FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470/4474 FM 4470/4474 FM 4470/4474 F)O '\J TRINITY I ERD Systems an Roof Systems, as produced by TRI-BUILT Materials Group, ving sections of the 6th Edition (2011) Florida Building Code ida ds: Compliance is subject to the Installation Requirements Standard FM 4474 FM 4410 ASTM D6163 ASTM D6164 ASTM D6222 Reference P10490.10.08=2 P13760:09.09 P13770.69.09 P30540.11.09-R1 P30550:12.09 P33960.12.10' P33970.03.11 P37590.03.13-3A 039680.03.13 P37590.03 13-1-R1 P37590.03.13-2-111 P37590.07.1372 P37590.03.13-5-R1 P37590:07.134 P45940.09.13 P44370.10.13 2W7A7.AM OD3A3'.AM 2DOAO.AM 2D5A9.AM 3006646 3001334 3001334 3006957 3004091 -3006115 3012321 3014692 3014751 3007170 3019317 3020703 3018332 3023368 3024594 Year 2011 2012 2008 2011 2011 Date 10/30/2008 09/10/2009 '0/10/2009 11/30/2009 12/02/2009 12/30/2010 03/15/2011 03/06/2013 03/04/2013 06/26/2013 07/01/2018 07/01/2013 07/01/2013 07/02/2013 09/04/2013 10/04/2013 08/04/1994 04/04/1997 12/23/1998 06/22/1999 01/04/2000 01/25/2000 02/15/2000 01/12/2000 01/12/2000 05/02/2001 07/29/2002 08/05/2003. 08/27/2003 01/13/2004 06/30/2004 07/30/2004 01/31/2006 03/20/2006 05/23/2006 Exterlor Researcfi and Design, LLC IEvaluation Report A42970.10.12-112 Certificate of Authorization #9503 6M EDITION (2017) FBC NON-HVHZ EVALUATION FL16021-112 TRI-BUILT Modified Bitumen Roof Systems, (800) 516-1485 Revision 2: 09/25/2017 Page 2 of 4 Eoti FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867). PRI(TST5878) PRI (TST5878) hRl (TST5878) 'PRI(TST5878) Miami -Dade (CER1592) Miami -Dade (CER1592) UL LLC (QUA9625) UL LLC (QUA9625) UL LLC (QUA9625) 4. PRODUCT DESCRIPTION: Examination FM 4470/4474 FM 4470/4474 FM 4470/4474 Physical Properties Physical Properties Physical Properties Physical Properties HVHZ.Compliance Proposal for Review Quality Control Quality Control Quality Control This Evaluation Report covers TRI-BUILT Modified Materials Group; LLC published installation instri following membranes make up the subject systems. Reference 3023458 3030668 3032172 PUSA-062-02-01 PUSA-061-02-02 PUSA-064-02-02 PUSA-062-02-62 Various NOAs 10-0823 ML Agreement ML Correlation, 1121202 Service Confirmation, R14571 QNTRINITY; I ERD Date U7/18/2006 '09/12/2007 06/12/2009 12/04/2007 01/28/2008 02/27/2008 12/04/2008 Various 10/1212010 02/21/2012 08/20/2012 Exp..10/06/2018 n Roof Systems installed in accordance with TRI-BUILT and the Limitations / Conditions of Use herein. The Table 1 Ro11 Goods for TR1�IUILT'Modified Bltumeh ROOf-Systems Type Product Specification Reference Grade Type SBS Membranes TriBuilt SA SBS Base ASTM: D6163; Table 2 S I TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM D6164 G ) APP Membranes TriBuilt APP Smooth ASTM D6222 S I TriBuilt APP Granular ASTM D6222 G I TriBuiltSAAPP'Cap ASTM D6222 G I 5. LIMITATIONS 5.1 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 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 HVIHZ jurisdictions.. S.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this.product. 5.4 For steel deck installations, foam plastic insulation shall be_separated from the building Interior in accordance with FBC 2603.4 unless the exceptions stated sr- FBC 2603.4.1 and 2609.6 apply. 51.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBCI requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof" de Ik shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 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 ANSI/SPRI WD1, FM loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (4anuary.2016) for Zone 2/3 enhancements. Exterior Research and Design, LLC. Evaluation Report A42970.10.12-112 Certificate of Authorization #9503• a EDITION (2011) FBCINON-HVHZ EVALUATION FL16027=R2 TRI-BUILT Modified Bitumen Roof systems; (900) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 I 5.8 For assemblies with all components fully Ij assembly shall meet or exceed critical desi€ rational analysis is�permitted for these.syste TRINITY IERD ded in place, the maximum design pressure for the selected pressure determined in accordance with FBC Chapter 16. No 5.9 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over e) existing deck.or existing roof surface shall b any surface conditions exist that bring syst with ANSI/SPRI. IA-1, ASTM E907, FM Loss 1 124 shall be conducted on mock-ups of the 1 5.11 For bonded insulation or membrane over system shall be capable of resisting projel Authority Having Jurisdiction, as document( Loss Prevention Data Sheet 1-52 or Testing sting substrates in a re -roof (tear off) or recover installation, the examined for compatibility with the adhesive to be installed. If n performance into question, field uplift testing in accordance evention. Data Sheet 1-52 or Testing Application Standard TAS new roof assembly. xisting substrates in a recover installation, the existing roof design pressures on its own merit to the satisfaction of the through field uplift testing in accordance with ASTM E907, FM )plication Standard TAS 124. 5.12 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 Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 16093(1); 1609.3(2) or 1609.3(3). 5.13 All products in the roof -assembly shall have 6. INSTALLATION: assurance in accordance with FAC Rule 61G20-3. 6.1 TRI-BUILT.Modified Bitumen Roof Systems shall be installed in accordance with. TRI-BUILT Materials Group, LLC published installation instructions; subjeci to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination, of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information requirements. 9. QUALITY ASSURANCE ENTITY: UL.LLC-QUA9625; (314),-578-3406, k. - THE 26-PAGES THAT FOLLOW ng Jurisdiction in order to properly evaluate the installation of product locations covered for F.A.C. Rule 61G20-3 QA Isom PART OF THIS EVALUATION REPORT - 'Exterior Research and Design, U.C. I Evaluation Report A42970.10.12-R2 Certificdte of -Authorization #9503 EDITION (2017) FBC NON'-HVHZ EVALUATION FL16027-112 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 4 of 4 qTRINITY'l ERD Table Deck Application Type Descriptlon, Page IA-1 Wood New or Reroof (Tear -Off) A-2 Mech..Attached Anchor Sheet Bonded Insulation, Bonded Roof Cover •4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech.-Attached Anchor Sheet, •Bonded Insulation, Bonded Roof Cover S 18 Wood New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top]nsulation, Bonded Roof Cover 5 1C Wood New, Reroof (Teas -Off) or Recover C. Mech. Attached Insulation; Bonded.Roof Cover 6 1D 'Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech.'Attached Base Sheet; Bonded Roof Cover 6 1E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7, !E_2_Wood New,.Reroof (Tear -Off) K Recover _ _ E Non-IBsui,ated, Mech-Attached Base Sheet,.Bonded Roof Cover :8 1E Wood New or Rem af fTea fl F Non„Insulated, Bonded Roo GovN • 3► - +`_- >�* ' `°,i�► ' '' ' '_ _ -_ S 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, bonded Top Insulation, Bonded Roof Cover .9 2B Steel or Structurai'concrete New; Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim.. Attached Insulation, Mech. Attached Base -Sheet, Bonded,Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off), A-1 Bonded Insulation,. Bonded Roof Cover- 11-14 3B. Structural concrete New or Reroof (Tear -Off) F Non -Insulated; Bonded Roof -Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 413, LWIC New or Reroof (Tear -Off) A-2 Mech.rAttached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover •17-19 5A CWF New or Reroof (Tear -off) Al Bonded -Insulation, -Bonded -Roof -Cover 20 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached AnchorSheet, Bonded Insulation, Bonded Roof Cover 2,1 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, -Bonded Top Insulation, Bonded Roof Cover 22, SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 SE CWF New, Reroof (Tear -Off) or Recover E. Non -Insulated, Mech. Attached Base Sheet; Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded I nsulation,. Bonded Roof Cover 23• 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New; Reroof (Tear -Off) or Recover C Mech. Attached Insulation; Bonded Roof Cover 24 ` 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded.Roof Cover 24 7A Various Recover A-1 BondedInsulation, Bonded Roof Cover 25-26 7B 'Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The following notes:aoaly 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 for the following deck. engagement: ➢ Wood: Minimum 0.75-inch penetration. Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole.in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof -board or mineral -wool roof board .that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter -26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity ( ERD' Evaluation Report A42970.1o.12-R2 for FL16027=112 Certificate of Authorization#9503 a EornbN (2017) FBC NON=HVH2 EVALUATION' Revision 2: 09/25/2017 Prepared by: Robert Nieminen; PE-59166 TRI-BUILT-Modified Bitumen Roof Systems; (800),S16-1485 Appendix 1, Page •1 of 26 r Q wv'u C m - m iL c LU a Y `O -�i m O 2 w m ol `, s � C: •D ba Ou ^ C ` y a = n U y O` V O. a o a a U y O A) a u � a y cci a ° E Y ° m .0 Y a w V YO L oY ?- a mw c o O U a u L a u Y E � o O OD' U a c n O � E 6 y CU O T O O s w m c � L O O N U m U -a C "O ) ` . m c C i Y = ab m _ L o � � Y ate. a ._ h O 9. V C C O O y u L w � W y E Y N a a m m Y u y O 0 U 2 Y to N a .ac dY C N N to c Lbb a) m a o LL F. U • C = 3 bb = � a u a c L m MO N Y •� s V 7 Ou c o N y C E N L C t C C N C a ° E O a a F-4 E E E Y c_c aai G N Vl C ° Y c a E 0 v 0 t. 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