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Home My WebLink AboutLETTER OF INSPECTIONRECEIVED PAUL WELCH INC. , Mechanical Electrical Civil Engineering APR 2 4 2018 1984 S.W/ Biltmore St. Suite#114 ST, LaEIQ County, Permitting Port Saint Lucie, FL 34984r '� �� Phone (772)185 - 9888 ' Email pwelchinc@aol.com rhol�� THESE PLANG AND ALL RROPOSED WORK April 24, 2018 ARE SUBJECT TO ANY CORRECTIONS/ REQUIRED SY FIELD t?!-P':.CTORS THAT MAY of NECESSA-R -A'ORDER TO' CO' Re: Marotta ROOF c;QN mY WITH ALL APOLICA13LE DES. 110 S.E. Solaz Ave. Port St. Lucie, FL r To Whom It May Concern: ; Please be advised our o ce has inspected the roofing installations for the above referenced address roofthe residence and find that•it has been installed as pier the requirements of the Flo 'da Building Code 2017, and with our Engineering requirements for this project. i Inspections Include: Roof Sheathing, Base Sheet, In -Progress and Final. Roofing: Flintlastic Modified Bitumen Roofing j FL# W-63, Page 14 of 57 �..� �• 2533.1, System F: �Tp Approximate Installation Date: 8/10/2017av t Thank you for/your attention to this matter. If you should have any rquestions or concerns, please do not hesitate to contact our office. Submitted/by: ST LUCIk FOR,00ivi r�A WELC INC. BUILDIN REV.FOR COREVIEWED BY-DATEPLANS •MUSTiBE KORNO INSPECTIADE Paul Welch P.E. - Reg/ No 29945 PW.PJ r r rr . SM Home Log In I User Registration Hot Topics f h r Product EAOproval db .USER: Public User 1 Surcharge , Stats & Facts : Publications i FBc Staff ! Bas Site Map i Links ' search I I Product ADorova1 e u > Product or AooOCatlon search ? AVDOCatlOn LISC > Appucamn V n FL # FL2533-R19 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer. CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Authorized Signature Technical Representative Address/Phone/Email Quality, Assurance Re Address/Phone/Email category Subcategory Compliance Method Florida Engineer or the Evaluation Repi Florida License Quality Assurance l Quality Assurance/t Validated By Certificate of Referenced S Malvern, PA 19355 (610) 893-5400 mark.d.hamer@saint-gobain.com Mark Hamer r ( l� a h r i-7,71 rj f r fI� I r, i ,r mark.d.hamer@saint-gobain.com I' 1 Mark D. Hamer 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Harner@saint-gobain.com 1 a tative Roofing Modified Bitumen Roof System j Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (: C; Evaluation Report - Hardcopy Received r; .ct Name who developed Robert Nieminen f PE-59166 UL LLC t Expiration Date 03/09/2020 Sohn W. Knezevich, PE r G Validation Checklist - Hardcopy Received 1. e FL2533 R19 COI 2017 01 COI Nieminen.pdf i1 and Year (of Standard) Standard Year ASTM D6162 '2008 ASTM D6163 j2008 ASTM D6164 2011 ASTM D6222 1` 2011 ASTM D6509 it ;' 2009 FM 4470 2012 FM 4474 2011 ice of Product Standards By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products If, j If ,r Method 1 Option D 09/14/2017 09/15/2017 09/19/2017 j 12/12/2017 FL # Model, Number or Name Description 11 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems 1' Roof Systems 1 1' Limits -of Use Installation Instructions !l A proved -for use in HVH2: No I FL2533 R19 II 2017 09 FINAL Al ER CERTAINTEED MODBIT FL2533- R19.odf J Verified By: Robert Nieminen, PE PE-59166 � , Approved for use outside HVHZ• Yes -Irnpact.Resistant: N/A Design Pressure: +N/A/-635 Created by Independent Third Party: Yes Other. 1.) Refer to ER Section 5 for Limits of Use. 2.) The design pressure noted in this Evaluation Reports 1! FL2533 R19 AE 2017 09 FINAL ER CERTAINTEED MODBIT FL2533- R19.odf 1' application relates to one specific system. Refer to the ER Appendix for all systems and max Created by Independent Third Party: Yes design pressures. 1I I' r Badi — Contact Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy statement :: Aer fl,ility statement :: Refund Statement ! Under Florida law, email addresses arepublic 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 th 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, 2612, 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 offiaal 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 did(hmy . I Product Approval Accepts 11 Credit Card :Safe: f i r� I 1 , I ,o I' Sections from the Code ll 1• Product Approval Method Method i Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/i9/2017 Date Approved 12/12/2017 l I :' Summary'of'Products i+ 1 FL * Model, Number or' Name Description 2533.1 Flintlastic Modified/Bitumen Modified Bitumen Roof Systems j Roof Systems �. Limits of Use Installation Instructions Approved for -use in HVHZ: No 'I FL2533 R19 II 2017 09 FINAL Al ER CERTAINTEED MODBIT FL2533- R19.Ddf II Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: +N/A/-635 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5/for Limits of Evaluation Reports Use. 2.) The design pressure noted in this FL2533 R19 AE 2017 09 FINAL ER CERTAINTEED MODBIT FL2533- Ri9.odf J; application relates to one specific system. Refer to the ER Appendix for all systems and max Created by Independent Third Party: Yes design pressures. I, eadc � 1 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 ' The State of Florida is an AA/ lT-0 employer. Comn igbt 2007-2013 State of Florida.:: Privacy Statement :: Aoo�sSibiritY 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 with an email address if they have one. The emails provided may be used for offiaal communication with the licensee. However email addresses are public record. If you do not wish'to supply a personal address, please provide the Department wrtfi an email address which can be made available to the public To deterrnine.if you are a licensee under Chapter 455, F.S., please 1 didc here . Product Approval Accepts: 'i Cred"R Card j r t� bt .t:� • ;toy �''�,/ „ \f TRINITY I ERD = Table Deck Application Type Description ' Page 3A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 16 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 iC Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation; Bonded Roof Cover 8-9 1D---.—Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 1E-1 Wood---. New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15 1E-2 - Wood - `New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet; Bonded Roof Cover 16-17 IF' Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Re—cover—_ B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 ' t 28 Steel or Structural Concrete New, Reroof (Tear -Off) or Recover . `C----_ Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulatet-Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonde-d-Roof_Cover 29-36 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 36 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover t� 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover �� 38-39 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover --�_40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 513 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 5C CWF New, Reroof (Tear -Off) or Recover C 'Mech. Attached Insulation, Bonded Roof Cover 46 5D CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 . 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 68 Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 51 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-57 — - 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein f pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the`= ya roof deck shall be documented through proper cod(fled.and/or FBC Approval documentation. EA, - — 2. Unless otherwise noted, fasteners and stress plates for Insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: W ➢ ---Wood Deck: OMG #14 Roofgrip with Fiat Bottom Plate (Accutrac), OMG HD with 0MG 3 In. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3"• Round Insulation Plate, Trufast HD with Trufast 3" #14 FIIntFast 3" Insulation Plates._Minimum 0.75-Inch 1-inch t' may Metal Insulation Plates or FIIntFast Fastener with plywood penetration or minimum wood plank embedment. :3 ➢ Steel Deck: OMG-#12-or-#14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard°orHD_with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round -- - Insulation Plates. Minimum 0.75-Inch steel penetration an Insulation Plate, Trufast DP -or HD with Trufast 3" Metal Insulation Plates or FIIntFast #12 or #14 Fastener with-FIIntFast----------- engage the to flute of the steel deck: - ➢ Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom-Plate-(Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfasi #14-or- DekSpike with Hex Plate or 3" Round 4a Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FIIntFast #14 Fastener with FIIntFast 3" Insulation Plates. Minimum 1-Inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturer's published Installation instructions. Exterior Research and Design, LLC. d/b/a Trinity IERD - --_ _ Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION -� - _ Revision 20: 09/14/2017 Prepared by: Robert Nleminen, PE-59166 CertainTeed Flintlasticm Modified Bitumen Roof Systems; (610) 651.5847 __ Appendix 1, Page 1 of 57 v � j�ININJ ERD 3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based 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. ' 4. Minimum 200 psi, minimum 2-inch thick lightweight Insulating concrete may be substituted for, or Installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and 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. --5: -Preli i�r i a insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016): 6. Unless otherwise noted; Insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): _ _ _ Full coverage at 25-30 Ibs/square ➢ Ashland Pliodeck (A-PD): Continuous 0.75 Inch wide ribbons,12-Inch o.c. Ribbons of subsequent layers shall be perpendicular to those In the layer below. ➢ Dow INSTA-STIK Colic Set Insulation Adhesive (D-IS): Continuous 035_to 1 Inch wide ribbons,12-Inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5 cni h-wide-ribbo2-Inch o.c. )o Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-Inch wide ribbons-,12=inch o.c.`or ➢ OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbor(s,12-inch o.c. (Pace&rt Sp'otShot)-_ ➢ ICP Adhesives CR-20: Continuous 2.5 to 3-Inch wide ribbons,12-Inch o.c. - - ➢ Note: When multiple layers(s) of Insulation and/or coverboard are installed In ribbon-applled adhesive, boards shall be staggered from layer -to -layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may be substituted with the following Maxim'um---_____ Design Pressure (MCP) limitations. In no case shall these values be used to 'increase' the MDP'llstings in the tables; rather If MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed In the table:�- Y Ashland Pliodeck (A-PD) @ 12-Inch o.c. MDP -105.0 psf (Min.1.0-Inch) ➢ Ashland Pliodeck (A-PD) @ 6-Inch o.c. MDP -277.5 psf (Min.1.0-Inch) ➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min.1.0-Inch) ; ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min.1.Q Inch) ➢ Millennium PG-1 Pump Grade Adhesive (M-PGi): MDP -157.5 psf (Min.1.0-inch)- ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch Multi -Max FA3) ➢ OMG OlyBond 500 (OB500): MDP " -187.5 psf (Min. 0.5-Inch ISO 95+ GL) V ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch ACFoam II) ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-Inch) -- -_z_ 8. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mecharilcally-attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 a`nd-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* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. - -- 10. For assemblies with all components fully bonded in place, the maximum design pressure for -the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. - - - -- _ 11. For mechanically attached components over existing_decks, fasteners shall be tested In the existing deck for withdrawal resistance. -A-qualified-design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysts shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. Exterior Research and Design, LLC. d/b/a Trinity I ERD - Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION - - Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlestic° Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 57 i, r10 : TRINITY I ERD 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing In accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D, the insulation is optional. 1 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. For systems where specific LWC Is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. for WC -over -structural concrete, reference is made to FBC Section 1917.4.1, Point 1 15. Unless otherwise noted, r ate-foilowine references for bonded base, olv or can sheet annlicatinns. 3<ti xY .`i l•„r Ti- �"t�4s��'n�'?�;Lr �,, � �.? i`�r�': '�, r ��'ks1 ys.+:. _. �:asw»•, ,. .�; r 7� �` i r xt}� r a .. ,_ ..r... ,. .sx. ,;±.u, .., a........r�R��,.r...,.. ,.i.. �: S±.,-., .. !�!s. ),!.. ��jj,r.1',, �. �..M ��yyry.1�24i>. kY ,�'M<�.�,1 r•;r .-a.,✓• i�7 v. �1 uiVt'rt�"k ON, Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base, Flexiglas 8 sa`e,•-Flintlastic Base 20 (Base and Ply sheets, Asphalt -Applied) Hot asphalt at 20-40 ibs/square ply One or more Flintglas Ply 4; Flintglas Premium Ply 6 �� BP-AA2 (Base, Spot -Asphalt -Applied) Base Yosemite Venting Base �� —` Hot asphalt In 24-inch diameter spots In 30- _Inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asp haifin-9-Inch_dlameter spots In grid (Base, Spot -Asphalt -Applied) pattern noted herein. —� BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced (Base, Strip-Asphalt-Applled) as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20. Millennium Hurricane Force Membrane Adhesive, beads spaced 6-Inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-AA (saS; Asphalt -Applied) Hot asphalt at 20-40 Ibs/square Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base. Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar,' Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Fllntiastic Premium FR-P CoolStar; Fll itlastic GMS; Flfntlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CAI_ (585, Cold-Appiled� --� - - _ FlintBond Brush or Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Note: Base ply cures overnight prior to application of the ply or cap ply. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Fllntiastic FR-P; Flintlastic FR-P CoolStar, '- -= Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Fllntiastic GMS CoolStar Base Flintlastic Base 20; FIIntlastic Poly SMS Base; Fllntiastic Ultra Poly SMS Base SBS-CA2 (SBS, Cold -Applied) - _ Henry #903 Adhesive at 1.5 gal/square. Ply Flintlastic Base 20; Flintlastic Poly SMS Base;-Fllntiastic Ultra Poly SMS Base Cap — — Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR-Cap 30,.Tilntlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic-Premium FR-P CoolStar; Flintlastic GMS; FIIntlastic GMS CoolStar Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 _ 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nleminen, PE-59166 CertalnTeed FIIntlastic® Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report 3520.03.04-1120 for FL2533-1119 Revision 20: 09/14/2017 Appendix 1, Page 3 of 57 Cal TRINITY I ERD ..•3 .,. Y rL } n3r: '7 � (F - S 3 '.. ,t• �.. y.,..'. a .. ev , •i` ,: t t n �r. 1 +,. t..,-�.,:,:y v.,,....-..0-.r.l...:w .,.,::,h.:�„, t..- 11 �!- '.:r �; �Y :.v _ ('.t'?`.'. �., w _..: .. ".AIYXI.a ..t..--. .... s. .y �., ., - 4 t - Y �- -. i.{S {...ix. `- � - e: .. ., . tt N 'r, .."1r,-iF .' :{ _ , i:');_' ..L ..- v plT i'U.t.u. ..-'.l i.�S{ 5 N .�' i z I'a. by r ', .. i a "CE 1 TEF.11. U . C,. bfiIF1E � 1�. � ��. .., .,.. �. ,x,_��' �,'�.,•.R,,ti•`R�..-;�.�.?�,-:;�,..<,.::d�f'filMEf�:C014(PG}J .�8>s�.`��1y�, ��NI��P��}'��4„ ��3k�;3F.;�,1�;'c�. � i.:;k'� � ..� v it i `iA 1h" ��rf �. • -S \.a-'', r..t "' 6.;,; ,.�3 N�z�"�3 �. ..rr: �`� �;,✓y .t'`tx�g.t;s Reference Layer Material -- Application Base Flintlastic Base 26, Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 �_ _- (SBS, Cold-Appiied) ` Millennium Hurricane force Membrane Adhesive, beads spaced 6-inch o.c. Ply Flintlastic-Base 20; Flintlastic Poly SMS Base; Filntlastic Ultra Poly SMS Base _ Cap —�_ Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Fllntlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic-GMS; Flintlastic GMS CoolStar Base Flintlastic Ultra Poly SMS-Base; Flintlastic Base 20 T SBS TA (SBS, Torch -Applied) Torch -Applied Ply One or more Flintlastic Ultra Poly SMS-Base;-Flintlastic Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; F�`intlastic GTS CoolStar; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar, FllntClad Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP-TA {APP, Torch•Applled) Torch -Applied - Cap Flintlastic STA; FlintlasticSTA Plus; Fllntlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Fllntlastic GTA-FR__ CoolStar SBS-SA-H (SBS, Self -Adhering, Hybrid Systems) Base/Ply Black Diamond Base Sheet; Fllntlastic Ultra Glass SA Self-Adhering`�'� Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply - ( BS-SA ( Self-Adhering) Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA.Mid Ply Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap.FR; Flintlastic SA Cap FR CoolStar 16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 -- Evaluation Report 3520.03.04-R20for FL2533-R19--- 6TMEDiTION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 57 \I TRINITY I ERD '1,.. i:. _.�, r iY 1. .S. i.. _ -' 'i,{ . r,,Y .,s. w.. ,:.a: ...a t.;. :,'x \,. _-.� '...:.:�..rfJ .:".-S;. L n:}i t x:."? , .:-.. .r�:n'.� _�Y..v1 2 •,:. S L:, *a,... ;. :Ti n ty,,. i.. $s .,. . e_ .. ^4-t..y: ri` rj.:a ...•t,(1 ll ...�: \'. ��51 1 tiJ 1'.: .-'u. :a� .. : . iw i.. a , q: t F�.V'.. ��Y ! S� 5 1iU Ot��7.o y� T -C) a . ..3_._,,.t ra... s f,. 1 �d :q�? .S .• .s c 'S`F.� .r- �. 't ., r�h ru `S � i :. 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'S.H.n System Deck Base Sheet Roof Cover (Note 14) MDP Base Fasteners Attach Ply 'Cap No. (Note 1) (Psf) Min. 19/32-Inch plywood at Glasbase; Flexlglas; Flintlastic 32 ga., 1-5/8-inch dia, tin caps 8-Inch o.c. at 4-Inch lap and 8-inch o.c. in three SBS-AA, SBS TA W-61 max 24-inch spans Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (3), equally spaced, staggered center rows SBS-SA-H or APP-TA -52.5 poly SKIS Base nails Min.19/32-Inch plywood at Glasbase; Flexlglas; Flintlastic 32 ga., 1-5/8-inch dia. tin caps 8-Inch o.c.. at 4-Inch lap and 8-inch o.c. in three SBS-AA, SBS TA W-62 max-24-Inch s ans p Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (3), equally spaced, staggered center rows SBS-SA-H or APP-TA -60.0 Poly SMS Base nails Min.19/32-inch plywood at6-Inch Glasbase; Flexlglas; Flintlastic 32-ga.,1-5/8-Inch dia, tin caps o.c. at 4-Inch lap and 6-Inch o.c. in four SBS-AA, SBS TA W-69 max 24-inch s ans- p Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (4), equally spaced, staggered center rows SBS-SA-H or APP-TA -82.5. -- __ Poly SMS Base nails - Min.19/32-inch plywood at -Glasbase;-Flexlglas; Flintlastic — 32 ga.,1-5/8-inch dia. tin caps 4-inch o.c. at 3-Inch lap and 4-inch o.c. in four SBS-AA, SBS-TA W-64 max 24-Inch spans Base 20; Poly SMS Base; Ultra -- - -with-11.ga. annular ring shank ---- - -- (4), equally spaced, staggered center rows SBS-SA-H or APP-TA -165.0 poly SMS Base nails -- .� .. .:. f ,t .e.�... . s v. ,, �.. x � S ., Y44% a F�. _.. f`.y M1, .,. -xtK $ ;$t��+ 2><. n �[.z o.. � . � i`si �. 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' �tc-�•.t, . b .�': b..S C.'� tw.>�h-�." w- -x` Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin caps BP -AA SBS-AA, -- - W-65 Min.19/32-inch exterior grade Base 20; All Weather / Empire 31 ga, annular ring shank 9-Inch o.c. at 4-Inch lap and 12-Inch o.c. in two SBS-TA or APP- SBS-AA, SBS-TA 45.0 at max. 24-Inch spans plywood p Base; PolySMS Base; Ultra Polywith (2), equally spaced, staggered center rows or APP-TA SMS Base; Yosemite Halls TA Min.15/32-Inch exterior grade Glasbase; Flexlglas; Flintlastic 9-Inch o.c. at 2-Inch lap and 18-Inch o.c. in two (Optional) BP- SBS-AA SBS-TA W-66 plywood at max. 24-Inch spans Base 20; All Weather / Empire Simplex MAXX Cap (2), equally spaced, staggered center rows AA, SBS-AA, SBS- or APP-TA -45.0• Base; Poly SMS Base; Yosemite TA or APP-TA W 67 Min.15/32-Inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9-Inch o.c. at 2-Inch lap and 18-inch o.c. in two (Optional) APP- APP-TA -45.0* plywood at max. 24-Inch spans. (2), equally spaced, staggered center rows TA Glasbase; Flexlglas; Flintlastic Min.15/32-inch plywood at Base 20; All Weather / Empire Min. 1-Inch long, 12 ga. Simplex 6-inch o.c. at 3-inch lap and 6-Inch o.c. In four (Optional) BP- SBS-AA SBS TA W-68 max 24-Inch spans p Base; Poly SMS Base; Ultra Poly y y Metal Ca Nails p (4), equally spaced, staggered center rows AA, SBS-- or APP-TA S2.5:- s SMS Base; Yosemite r APAA, TA or APP-TA ram:' Min.19/32-Inch plywood at Glasbase; Flexlglas; Flintlastic 32 ga., 1-5/8-inch dia. tin caps 8-inch o.c: at 4-inch lap and 8-inch o.c. in three BP -AA SBS-AA SBS-AA, SBS TA = W-69 max 24-inch spans Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (3), equally spaced, staggered center rows SBS-TA or APP- or APP-TA Poly SMS Base; Yosemlte nails TA MIn.15/32-inch exterior grade Glasbase; Flexlglas; Flintiastic 9-Inch o.c. at 2-Inch' lap and 12-Inch o.c. in two (Optional) BP- SBS-AA, SBS-TA "" W-70 plywood at max. 24-Inch spans p Base 20; All Weather /Empire Simplex MAXX Cap {2), equally spaced, staggered center rows AA, SBS-AA, SBS- or APP-TA 52.5;":, Base; Poly SMS Base; Yosemite TA or APP-TA - W-71 --Min. .15/32-inch exterior grade - -- - Flintlastic APP Base T Simplex MAXX Cap, 9-inch o.c. at 2-Inch lap and 12-Inch o.c. in two (Optional) APP- APP-TA tir -52.5 ` Plywood at max. 24-Inch spans- - __ __ — (2), equally spaced, staggered center rows TA a� Min.19/32-Inch plywood at Glasbase; Flexlglas; Flintlastic -- 32-ga., 1-5/&inch dia. tin caps = - -- 8-Inch o.c, at 4-Inch lap and 8-Inch o.c. in three BP -AA, SBS-AA, SBS-AA, SBS TA " W-72 max 24-Inch spans Base 20; Poly SMS Base; Ultra with'11 ga. annular ring shank-- - (3), equally spaced, -staggered center rows SBS-TA or APP- orAPP-TA -60.0 ^ Poly SMS Base; Yosemite nails - -- TA Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #19503 Prepared by: Robert Nleminen, PE-59166 F, Evaluation Report 3520.03.04-R20 for FL2533-R39 — 6n' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 CertalnTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 14 of 57