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Home My WebLink AboutPRODUCT APPROVAL,.Florida Building Code Onlin- i BCIS Home I Login I User Registration 1 Mot Topics ( Submit surcharge 1 State &Fats I Publications b '+.�`, Product Approval dre R`• USER: Public user arXn Pmdpc Approval Menu > ProduR or Application Search > Application List > Application Detell FL # Application Type Code Version SCANNED Application Status BY ��• LucieCourity Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL16730-R13 Revision 2014 Approved GAF 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstleh@gaf.com Robert Nleminen lindareith@trinityerd.com Page 1 of 2 ?� SCANNED St Lurip aunty ST. LOCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI9pl2Pq °D BY `�i DATE PLANS AN PER IT MUST BE KEPT ON OB OR NO INSPECTION WILL BE MADE William Broussard Parsippany,NJ 0 7054 THESE PLANS AND ALL PROPOSED vi omic TecchncalQue tlonsGAF@gaf.codFRE SUBJECT TO ANY CORflECTICNS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Roofing Single Ply Roof Systems Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 UL LLC 10/18/2018 John W. Knezevich, PE W Validation Checklist - Hardcopy Received FL16730 R13 COI 2017 01 COI Nleminen. ndf Referenced Standard and Year (of Standard) Standard TAS 110 TAS 114 TAS 131 Equivalence of Product Standards Certified By Sections from the Code year 2000 2011 1995 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm... 11 /20/2017 , Florida Building Code Onlir7 Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 08/17/2017 08/18/2017 08/24/2017 10/10/2017 10/17/2017 FL # Model, Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyolefiin single ply roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16730 R13 II 2017 08 FINAL Al ER GAF EG Approved for use outside HVHZ: No TPO HVHZ FL16730-R13.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-502.5 Created by Independent Third Party: Yes Other: 1.) The design pressure herein pertains to one Evaluation Reports system. Refer to ER Appendix for all systems and maximum FL16730 R13 AE 2017 08 FINAL ER GAF EG design pressures. 2.) Refer to ER Section 5 for Limits of Use. TPO HV1-IZ FL16730-R13.Ddf Created by Independent Third Party: Yes aack Neat contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850 487-1824 The State of Florida Is an AA(EEO employe,. Cowrloht 2007-2013 state of Florida.:: Privacy, statement :: Accessitilty Statiament :: Refund Statement Under Florida law, email addresses are public records. If you do not want your ¢-mall address released in response to a public -records request, do not send electronic mail to this empty. Instead, contact the 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 Me Department with an email address if May have one. The malls provided may be used for official communiratJon with We licensee. However mall 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 ta the public. To determine If you are a licensee under Chapter 455, F.S., please click ))Q,,-. product Approval Accepts: ® am 9=R E� M •e A SGClI 1-.11�'ht §TRIGS"�' http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm... 11 /20/2017 Draining Deport : ' Indrio Crossings - Altemate Bid_ I lteroof GAF TPO 8/18/17 Section: Entire Job Page: Roof I �m ;e 7 Testa America South Florida 1431 SW 30th AVenue Deerfield:Beach Florida Phone: 954-419-9339 Fax: Florida. Building Code Sth Edition (2014) HIgh-Velocity Hurricane Zone Uniform Permit Application Form Scctlon: C (Low Sloped Roof Svstem) Fill In Specific Roof AuMbly Components and IderttUy INatiufalattior . (Ha oomporiadle not ueed,leerdlym'D1A7 SytdemMaridat�er. cnF NMNO.: FL1673MU Design Wirht Prss uwa From WS 128 or C"iftm Pmmc1: •37.80 poQ fi3A2 ftKM[{• -°5A5 hbx Design Proapure From 1heSpedfb NOA System:' ° - Deck TYP- LWlc orusI-1 Oauganhldsreas: 22,ga 1/4yk min AnchodOsabSheet BNo. ot_Pty(s):. NA'. Andwillase Shwt F Matedel: NA Irradawn e-aae layae NA. Bate Insulation Stile and .. Brae fimjW FestenedliardtrNMaterial:- Top Ireuletim layer: Dens Deck - Top Inmdallm sbe aid Thldaws: 4ic4x1/2' Top Insular F�mer/Bon04q Metedal.. 15 Fastener Dam Snae7(o) 6 No. of ply(er . - - BoeeSMletFasbnedBortdigMeleft -NA Pyfteffd(�s)as&taNr . of ft(s): NA s.. . Ply NA IBomm�g Made. . Top Ply GAF 60 Mil TPO Tc� Ply F aN Borgstener, Meteral: FaaemrSpacing for AnchodBase Shoot Attachment . See Engineerinfi 114" sheet width Fleltt B 'oc@lap,#Rowe'_9'' oc Pedmetet 6_ 71"sheet.width @LRprdRawa_d&= oc " 71" sheet width Comer 6 roc�Lep:t7Rowe_�_ x Number of Fasteners Per Insulation Board' Preliminary Fastened..: 4fasteners per 4x8 board IM _ Perimeter _Comer as unporl" Noted and Edge Termination, Inuous "Chat, Cent Counter- Fleshing, Inflicaft Mean Roof. Height, Pampat Height, Height of.Sese Fleshing, Component Material; Material TMckness, .Fastener Type, .Fastener; ' Spacing 'or Submit _Manufacturem befalls that t Compty with RAS 111 and Cheey A 24 ga coping fastened i2" oc w/ #10 rasteners 22 ga cleat lastened 14/ 12g6 annular roofing rmRs 4,' - r Fr ;3+, He.. Top Ply 8; Insulation Spout. New Gutter & D ht See Detail b J ECTii i' MERICA South Florida, Inc. Florida Product Approval Tecta America South Florida Inc. 11431 SW 30th Avenue, Deerfield Beach. FL 334421 T: 954.419.9339 F: 954.419.9337 1 tectaamerica.com Exterior Research and Design, I.I.C. d/b/a Trim Certificate ofAuthorization 49503COPVF7(aoo")7 Prepared hy: Robert Nieminen, PE-69166FILE 66-34111 i �R1 BA.BBTA61e�w w.. Evaluation Report 01506.12.13-1-R33 for FL367304t32 Revision 13: 02/16/2017 Appendix 1, Page 1 of 84 The following notes apply to the systems outlined herein: 1-RINIIY I ERD 1. The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendix J. Roof decks shall he In accordance with FBC (HVHZ) requirements to the satisfaction of the AHJ. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: D Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel plate, Drill -Tee 3" Steel Plate, Drill -Tee 3 In. Ribbed Gaivalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 3S. Min. 0.75-Inch plywood penetration or minimum 1-Inch wood plank embedment. Steel Deck: Drill-Tec H12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill -Tee 3" Steel Plate, Drill-Tec 3 In. Rlbbed'Galvalume Plate (Flat) or Drill. Tec AccaTraC Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only). Minimum 0.75-Inch steel penetration, engage the top flute of the steel deck. D Structural concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate; Drill-Tec 3" Steel Plate, Drill-Tec 3In. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only) or Drill-Tec Heavy Duty ASAP 5S. Minimum 1.25-Inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturers published installation Instructions. 3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perite, gypsum -based roof board or mineral wool roof board that meets the CA requirements of F.A:C. Rule 61G20.3 and Is documented as meeting FBC (HVHZ)1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Refer to GAF published Installation Instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene Insulation In EverGuard" roofing systems: Insulation: High Traffic Applications: H D FBC HVHZ approved Expaned polystyrene (EPS) meeting or H FBC HVHZ a Recover Aaalications• exceeding TAS 110 and ASTM C578, Type IX, nominal 1.8 Ib/ft2 exceeding TAS110andMASTMdC578,sType Polystyrene minimum IS -- or Inch D FBC facerHme tingpor exc edingaTAS 110 and eASTM rC578, TypesIV, density and minimum 25 psi compressive strength. thick and minimum 25 psi compressive strength. D FBC HVHZ approved Expanded polystyrene (EPS) with plastic - D FBC HVHZ approved Expanded o 3/C HVHZ thick and minimum 25 psi compressive strength. facer meeting or exceeding TAS 110 and ASTM C57g, Type IX, facer meeting or exceeding TAS 110 end ASTM (EPS) plastic D FBC HVHZ approved EPS Recover Board meeting or exceeding nominal 1.8 Ib/ft2 density and minimum 25 psi compressive minimum 1-Inch thick and minimum 25 psi compressive strength. Ih. TAS 110 and ASTM C578, Type IX, 1/2-Inch thick and minimum 25 strength. Bt psi compressive strength. D FBC HVHZ approved EPS Recover Board with plastic facer meting or exceeding TAS 110 and ASTM C578, Type IX, 1/2-Inch thick and mimum 2S Psi ive streth. TOPCOAT- FlreOut"' Fire Barrier Coating, VersaShleld° Fire -Resistant Roof Deck Protection or versa5hleld- Solo"' Fire -Resistant Slip Sheet, Installed In accords ce with GAF published In allatloe nstmctions and fire resistance certification listings, may be used as a non -load -bearing, fire -barrier / slip -sheet component within any system outlined herein. 4. If mechanical'attachment to the structural deck through lightweight Insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealedby a qualified design professional. S. Preliminary insulation attachment for System Type C-2 and D= Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width Is at the time of application; the ribbons/beads shall expand as noted In themanufacturer's published Instructions. D Hot Asphalt (HA): .Full mopping, 25-30lbs/square. D GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-Inch ribbons,12-Inch o.c. ➢ LRF Adhesive M (LRF-M): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. D OlyBond Adhesive Fastener(Classic): Full coverage, l gal/square. D OlyBond500(OB500): Continuous 0.75to1-lnchwide .ribbons, 12-Incho.c.using PaceCartorSpotShot. Note: 01yBondClassic or0lyBond500Green maybe,usedInPlateof08500. D Note: When multiple loyers(s) of Insulation andlor caverboard ore Installed In ribbon-opplied adhesive, boardjoints shall be staggered. D Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be notless than one-half the speclfled ribbons spacing. 7. Unless otherwise noted, all Insulations are flat stock or taper board of the minimum thickness noted. Tapered poiylsocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to'increase'the MDP listings in the tables; rather If MDP listing belowmets or exceeds that listed for a particular system In the tables, then the thinner board listed below may he used as a drop -In for the equivalent thicker material listed In the table. Exterior Research and Design, I.I.C. d/b/a TdnitylERD Certificate Of Authorization #9503 L •�. Evaluation Report 01506.12.13-1-R33 for FL36730.R32 Prepared by: Robert Nleminen, PE-591f � P' H�00)766 T10N GAF; (600) 766-3411 Revision 13: 02/16/2017 Appendix I, Page 2 of 84 D Hot Asphalt (HA): MDP=-240.0psf D GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = -117.5 psf D LRF Adhesive M (LRF-M):. MDP = -232.5 psf ➢ OlyBond 500(OB500): MDP=-315.0 psf D OlyBond 500(OB500): MDP= M.0 psf • OlyBond500 (08500): MDP =-2925 psf Bonded poiyisocyanurete Insulation boards shall be maximum 4 x 4 ft. (Min. 0.5-Inch thick) (Min. 1.0-Inch thick) (Min 051 QQTRJJN1TYfERD -nch thick EnergyGuard Polylso Insulation, EnergyGuard NH Polylso Insulation, EhergyGuard Ultra Bolyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) (Min..0.5-Inch thick EnergyGuard RH or RN) (Min. 0.5-Inch thick EnergyGuard RA) (Min. 0.5-Inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) 9. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be Increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. -MIS extropolatlanIsnotpermittedJorsystems marked with an asterisk-. 10. For assemblies marked with an asterisk-, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters ;and. corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (I.e.,.perimeters, corners and extended corners). 11. Fastener spacing for mechanical attachment Is based on a minimum fastener resistance value In conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fasteners acing —prepared, signed and sealed by qualified design professlonal— may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations Incompliance with Roofing Application Standard RAS .117 or RAS 137. P 12. For bonded Insulation or membrane over existing substrates in a recover Installation, the existing roof system shall be capable of resisting project design pressures on Its own merit to. the satisfaction of the AHJ, as documented through field uplift testing In accordance with TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with Its length perpendicular to the steel deck flutes. 14. For recover Installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type D, the Insulation Is optional. Alternatively, a separator board may be installed prior to roof cover Installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover Installation when usingan System The separator component shall be documented as meeting FBC (HVHZ)1516 and, for foam plastic, FBC Chapterp26, when Installed with the roof cover In Recover applications. ➢ Separator Board Options for Reggver Svstem T C 2 or System Tvoe D Min. 0.5-Inch EnergyGuardN yrd Ultra D. Polyiso Insulation, EnergyGuard NH Ultra Polylso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard Polyiso Insulation, EnergyGuard NH Polylso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polyiso Insulation, EnergyGuard HD Plus Polylso Insulation or EnergyGuard NH HD Plus Polylso Insulation or min. 0.25-IDeDeckRH , so HDPolylso Insulation, EnergyGuard NH HD Mat Roof Board. Gypsum -Fiber Roof Board or SECUROCK Glass - Mat §elaarator Sheet Options for Recover System Type D: EverGuard Polymat Separation Layer (3oz/yda) or EverGuard P0lym3t Cushioning Layer(6 oz/yd21. 15. For Systems where specific lightweight Insulating concrete (LWIC) Is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for specific LWIC is not referenced, the minimum design mix shall be 300 psl. systems where 16, .Side laps far EverGuard Freedom TPO with RapidSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO In this Appendix orrelates to either method. OMNI, Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59265 FBCHVHZEVALUAnON Evaluation Report 01506.12.13-1-R33 for FL1673o.R12 GAF; (800) 766-3411 Re ,lslon 13; o2/16/2017 Appendix 1, Page 3 of 84 17. For adhesive -applied membrane systems, side laps shall be minimum 3-Inch wide sealed with min. 1-5-Inch heat weld Unless otherwise noted membrane adhesive application rates arefollows: Membrane I ��® Membrane Adhesive toof Board, the application rate EverGuard TPO EverGuard TPO EverGuard TPO EverGuard TPO EVefGeard�TPO FBUltra EverGuard TPO FB Ultra EverGuard TPO FB Ultra TPO Contact (both sides) 1 0.8 to or —tw EverGuard WB181.Bonding Adhesive(WB381) I- Contact (both sides) I at 0.63 gal/squaretand roof (�- I Contact (both sides) 0.46ga1/square/sufface Contact (both sides) 10.84 gal/square/surface at 0.21 gal/square. To Dens Deck Prime or SECUROCK G aye o- mHr,.,.r.,,,�.,....�___,.__-__-. _. Vpsum- GAF LRF Adhesive (LRF•M) or LRF Adhesive 1-Inch.wide ribbons spaced as noted In tables herein. Note: The adhesive ribbons are located directly over 0 (LRF-O) Wet lay (substrate) I the adhesive ribbons used to secure the Insulation when the cover Is bonded to insulation less than 1.5-Inch GAF 2.Parr thick. 18. The "Triposite ROIC19 System' noted herein consists of Ioose-Iaid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberold 20 Smooth or three (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. 19. Unless otherwise noted, the -"Hybrid Roofing System" noted herein consists of asphalt -applied Ruberold 20 Smooth, Ruberold Mop Smooth, Ruberold MOP Smooth 1.5, GAFGIAS 075 Base Sheet, Tri-Ply 975 Base sheet or GAFGLAS 480 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. 20. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra maybe used as an alternate to. EverGuard TPO FB Ultra. 21. The following Insulations are Interchangeable within the scope of this Evaluation Report: D EnergyGuard Polyiso Insulation b EnergyGuard NH Polyiso Insulation; D EnergyGuard Ultra Polyiso Insulation n EnergyGuard NH Ultra Polylso Insulation; D EnergyGuard HD POlylso Insulation D EnergyGuard NH HD Polylso Insulation; D EnergyGuard HD Plus Polyiso Insulation U EnergyGuard NH HD Plus Polylso Insulatlon: ve, Exterior Research and Design, U.C. d/b/o Trinity ERD Certificate Of Authorization09503 Evaluation Report 01506,12-13-1-R13.for FL36730-R32 Prepared by; Robert Nleminen, PE-59166 FBC HVHZ EVALUATION GAF; (800) 766-3411 Revision 13:02/16/2017 Appendix 1, Page 4 of 84 . i Pressure `, ?'RIITIITY I ER[) 22. VAPORBAgRIEROPTI0N5{ STeuCR7HAtC0NtgE7E;DE Rations The lesser of the MDP listings below vs. those In Table 3q applies: Vapor barrier options for over structural concrete deck with adhered Insulation carry the following Maximum DesignPressure MDP limitations. Option If t (XAoRER olNsdtATldNlrin,TAaieSAVIJ Ndi3A'2'. Primer 1 Matrix 307 Premium Asphalt Primer or ASTM D41 primer 2D I Matrix 307 Premium Asphalt Primer or ASTM D41primer 313 I Matrix 307 Premium Asphalt Primer or ASTM D41 primer v Attach Insulation Adhesive MOP (psf) s, GAFGLAS #75 Base Sheet, Tri-ply 075 Base iPl 4, Tri•PI PI 4 or GAFGGLAS FIexPI 6 Hot asphalt applied Hot asphalt, GR -360.0 or two plies, GAF #75 Base Sheet, Trl-Ply#75 Base "��-aanenn8 GAF2-Part, 12-Inch o.c. 250.0 n, GAFGLAS PIy 4, Tri-PIy PI 4 or GAFGGLAS FIexPI .6 Hot asphalt applied GAF 2-Part, 12-Inch o.c. :roid_30 -262.5 Hot asphalt applied 'I LRF-M, 12-Inch o.c. •495.0 4D Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 20 Smooth Torch•a Iled "• •'-'ncn o.c. OI Bond 500, 12-Inch o.c. -165.0 - -380.0 4E Matriz 307 Premium AsphaR Primer or ASTM D41. rimer - . _ Ruberold HW Smooth Matrix SW SB5 Membrane- Az=Ldhesive at 1.5 gal/square uare ,OlyBond 500, 12-Inch o.c. -202.5 . 4F Matrix 307 Premium Asphalt Primer or ASTM D41 primer One ortwo plies, GAFGLAS #7S Base Sheet. Trl-PIy #75 Base Torch -a Iled OlyBond 500, 12-Inch o.c. -232.5 - 23. "MDP" = Maximum Design Pressure is Sheet, GAFGLAS Ply 4, Trl-PI-P 4 or GAFGGLAS FIexPI 6 Hot asphalt applied OlyBond 500, 12-Inch o.c. . the result of testing forwind load resistance .based on allowable wind loads. Refer to FBC (HVHZ) 1620and RA5128 '352.5 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a TrinRyl ERO Certificate of Authorbaban#9503 Prepared by: Robert Nleminen, PE-59166 FBC HVHZ EVALUATION GAF; (800) 766-3411 Evaluation Report 01506.12.13-1-R33for FL16730-1112 Revision 13: 02/16/2017 . Appendix 1, Page 5 of 84 System Deck LWD ..--••••�•.,...,.vRWINbUILATIONzIp ,w-.-:•: E;BONDEDROOF.CQVER. No. (Note 1) ,.(Note 15) . insulation Layer . Attachment MIn. 22 ga., type BV, Grade Min. 200 psi, min. 2- , (Optional) One or more layers, Fasteners (Note 4) Density Roof Cover MOP MOP LWC-32. 33 steel; 6'spans,Will p / Puddle welds, 6"o.c• inch thick cellular Ilghtweight insulating y any '. attached (Tread Safe=min. Drill-Tec%HD and Drlll•7ec RhinaBond TPO XHD Plates .Max. 24•Inch o.c. In rows EverGuard TPO bonded to Dr, RhinoBond TPO XHD Plates • concrete.. 2- Inch thick Insulation) ) or Drill-Tec RhlnoBand TPO XHD Tread Safe p sated Max. 30.incho.c. or Drill-Tec RhlnaBond TPO XHD Tread Safe Plates with RhinaBond Portable -52.5 "- Plates' Bonding Tool, TABLE: 4D:FLIGHTWEIGHTCDNCRETE DE11 SHS NEW CONSTRUIE7IUN, REROOF(T R OFF ort$ECOV,ER SYSTEM TYPE D-1:-MEQHANHCALLY %1TipCHED RDOF CQVER(ninoucR LWIGia'el�ace srnugi'unnl:D`ecrc).. System ote 1 LWC No. � Insulation (Noted) (Note is) Type Attach Roo}Cgver Min. 22ga.,type BV, Grede33 MIn.2CDpsi; min.2- Membrane Fasteners(Nato 4) MOP EverGuard Drill-Tec XHD with - Attachment (psff LWC-33. steel; 6'spans3/8+inch puddle )nph thick cellular Drill (Optional) One or more Ted 21n. welds, 6" O.C. lightweight insulating- layers, any combination, Prelim. TPO or Double Barbed XHD Plates, Drill-Tec min. 0.25-Inch attah EverGuard 12-inch o.c. within 6-Inchwide laps Spaced 54- c COncrete. _ Eyehook AccuSeam Plates. or Drill- Inch o.c. and sealed with a 1.5-inch heat weld. -45.0 MIn. 22 a., TPO FB Ultra Tec 2.3/8In, Barbed XHD Plates g type B,Gmde 33 . FBC HVHZ approved (Optional) One or more Drill-TecXHD (steel only) or Drill. LWC-34. steel; 6'spans, Traxx/S screw cellular lightweight layers, any combination, Prelim. EverGuard 6" o.c. orstructrural concrete Insulatin concrete Tec 414 Fasteners (concrete only) Fastened through to engage structural deck, 6- Insulating min. 1-Inch attach TPO FB Ultra, with Drill-Tec 2318 in. Barbed XHD Inch o,c. within min. 6-Inch wide laps spaced 114• Min. 22ga., type B, Grade 80 FBC HVHZ approved - Plates inch ox. and sealed with a 1.625•Inch heat weld, -45.0 LWC-35. steel; 6'spans, Traxx/S screw - cellularllghtwelght layers, any combination, Prelim, EverGuard Drill-Tec S%HDwith Drill-Tec23/4 Fastened through to engage struttura(deck,l2- 6 O.C. Insulating concrete min. 0.25-Inch attach - TP,O In. Barbed S#HD Plates Min, 22 a., - Inch O.C. within SS -Inch wide laps spaced 114.5- -45.0 g. s,Tra Sscrew FBCHVHZapproved- (Optional) Oneormore 'Inch o.c: andsealed wit widelindiheced 114. LWC-36 steel; 6'spans, Traru/Sscrewcellularlightweight layers, any combination, Prelim. EverGuard Drill-TecXHDwith Drill- 6" o.c. Tec 2 3/81n. .Fastened through to engage structural deck, 6- Insulatingconcrete min. 0.25-Inch attach TPO Barbed XHD Plates.or DrillTec 2'In. Inch o.c. within$ -Inch wide laps spaced 115-Inch MIn. 22 ga., type BV IS%), Double. Barbed XHD Plates. o.c. and sealed wltha wide laps spaced weld. -52.5 LWC-37. .Grade 33 steel; 6'spans, 5/8" MIn. 200 Psi, min. 3- (Optional) One or more Drill-Tec XHD with Drill-Tec 2-3181n. - InchthlckElastizell layers, any combination, Prelim. EverGuard Barbed XHD Plates; Drill-Tec Fastened through to engage structural deck,6- puddlewelds6"o.c. : min. 1-Inch Attach TPO E Inch o.c. Within 6-inch wide laps spaced 11; Inch yehook �ACouSeam Plates or Drill- -52.5 MIn. 22 ga., type B, Grade 33 FBC HVHZ approved Tec2ln. Double BarbedXHD Plates o.c. and sealed with a l.5-Inch heat weld, LWC•38. steel; 6- spars, TraWS screw (Oers, an combs more DrillTec XHD (steel only)a,Drill- Fastened through to engage stwcturaldeck,6- Insularlightwetete min. combination, Prelim.: EverGuard Tec#14 Fasteners(Concrete on 6" o.c. orstmctroral concrete insulating concrete min. 1-Inch attach NI Inch o.c. within min. 6-inch wide laps spaced TPO FB Ultra with Drill-Tec 23181n. BarbedXHD 112.5-Inch ox, and sealed with a 1.625-Inch heat MIn. 22 ga., type eV 0.5%,Plates -60.0 ( ) MIh this psi, elcoren. 2- (Optional) Combination, more weld. LWC-39. Grade 33 steel; 6'spans, 5/8" ,Inch thick Celcore layers, any combination, Prelim. ,EverGuard Min.2 weltls 6"o.c. Drill-Tec XHD with Drlll•Tec23/SIn. Fastened through 6-Inch wide laps ldeck, 6• Cellular Concrete min. 0:25-Inch .attach TPO Barbed XHD Plates Inch O.C. within 6-Inch wide laps spaced 90-Inch Min 22 ga:; type BV (0.5%), :MIn.hic p e min, 2- (Optional) Oneor more -60.0 LWC-40. Grade 33 steel6 spans, 5/8" Inch thick Celcore layers, any Combination, o.c: andsealougn to engage shred weld. Prelim. EverGuard' Drill-Tec XHD with Drill-Tec2ln: Fastened through to engage structuraldeck;6- uddlewelds6 oc Cellular Concrete min. 0.2S-Inch attach TPO Double Barbed XHD Plates inch o.c.wlthln 6-inch wide la spaced 114-Inch ,SWF9MMln r�2ga;,'!type BxGTaUe:6O' FBC HVHZapproved o.c. and sealed wltha l.5-Inchheat weld. -60.0 4 �Is(eol b'spzns',�raiod5�µ screliu cellular lightweight laayerls,nany combination, If'rq JA•Tec HD wltfr DnD•1'ec23/4'I rough to engagp strvEtural deck, 6-' r 61o,c. aEuerGuartl f pr FasteRed,th insulating concrete Coln. 0.25-Inch ??tads iP0 LWj TeSXHO P•iZ InC O.CwN t In 6•inchi3lde kips spaced114-(nc �kt'Stl n:q I' It' DPi75decl� �o.c.3ndsealedS�Bch6eat�,eld:"'�� Exterior Research and Design,I.I.C. d/b/e THn ll � � � F^ 1 Certificate of Authorization#9503 ity(ERD Wkhal: Prepared by: Robert Nieminen, PE-591 � � "'I. 0� Pa BF HVH0EVA6.3411 Evaluation Report 015o6.12.13-1-R13for 13: OZ/160-R12 AF; (800) 766.3431 Revision 13: 02/16/2017 Appendix 1, Page 57 of 94 I Lab Report No. 127553A-2 FLORIDAI TEC R PROVIDING SOLUTONS TO THE ROOFING INDUSTRY CA. s 30448 Lab Certificate tt 17-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 x , i )PllojEcTADDREss. 4892 N Kings H", Fort Pierce ILE }h Y1 Note: The undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Miami Dade County Protocol TAS 105 or TAS 105A. FIELD TECHNICIAN.• Angelo Blanco EQUIPMENT INFORMATION: Test Apparatus: Com-Ten FGC 2000 / SPl-1KD-RS Deck Type: metal - Min Characteristic Y' 275 or, above' Resistance Force: See following pages for more details. DISCLAIMER ns performed by Florida Tec, Inc. in order to perform the required number of tests will ONLYbe sealed on a ORARYbasis. Contractor and/or owner are responsible to perform permanent repairs to avoid any roof leaks. alez, P.E, i 10735 SW 216'h St. Unit 416 Page 1 of 3 Tel: 305-256-4550 Miami FL 33170 www.FloNc1aTEC.net Fax: 305-256-6833 FLORIDAI TEC PROYIDINGSOL ONSMO E ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof F& Area A_ BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: 11OFT Second Largest Dimension: 6OFT Total Roof Area: 66MFI2 Squares: 66 DECKTYPE Metal FASTENER INSTALLATION INFORMATION Fastener Type: #15XHD Fasteners Is the fastener a self -driller? YES TESTINFORMATION Number of tests conducted: Componentto be secured: Pre -drilled? 1"Sheet Anchor or YES Test "' ;� - Number Plan ' ,Identifier :�InRial'Failurew Fleld Perimeterorjeorner�Area& 1 A 377 Comer 2 456 Perimeter -: 3 391 Field 4`, 512 Perimeter, 5 520 Field 6 R9 ,Field 7 386 Field 8'_ 415 Comer 9 466 Perimeter 10;, . 470 " , Comer STATISTICAL ANALYSIS: Mean_Failure Load: Sample Standard Deviation: Min. Cbarasteristic Resistance Force: _ V— 451.20 Sr— 66.09 F= 411.11 10735 SW 216u' St. Unit 416 Page 2 of 3 Tel: 305-256-4550 Miami FL 33170 W W W.FloridaTEC.net Fax: 305-256-6833 ROOF SKETCH: 110' FLORIDAI TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY 60' Roof Are Gmun 10735 SW 21601 St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 3 of 3 Fax: 305-256-6833 www.FloridaTEC.net Lab Report No. 127553E-2 FL,®TEC •-AROVIDING SOLUTIONS TO THE ROOFING INDUSTRY CA # 30448 Lab Certificate # 17-0703.01 DATE: August 18, 2017 CoMPANYNAME: Tecta America PRO✓ECTADDRFSS:_4892 N Kings Hwy, Fort Pierce ASCE 7-10 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 170.00 mph Structural Category = II Exposure Category - C Natural Frequency = N/A Flexible Structure No Importance Factor = 1.00 Rd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 At = 1.00 Am = 0.15 Bm 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin 15.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg h: Mean Roof Ht = 15.00 ft Type of Roof FLAT RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at EaVe= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 110.00 ft Bldg Width Across Ridge= 60.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASO Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 6.00 ft Description Width Span Area Zone Max I4in Max P Min P ----------------------------------------------------------------------- ft ft ft-2 GCp GCp pap psf Field 2.00 5.00 10.0 1 0.30 -1.00 15.37 -37.80 Perimeter 2.00 5.00 10.0 2 0.30 -1.80 15.37 -63.42 Comer 2.00 5.00 10.0 3 0.30 -2.80 15.37 -95.45 FASTENER SPACING CALCULATION NOA: FL16730•R12 Fastener Spacing CalculatedlnAccordance With RAS437 SystemType:LWC-41 ._,MaLI)esi'aPressurc__„'�`ft2tFasteuer-__.. ._.�--�_'FV._-= 285 z` ,: -Metal`"' Fasteners Spaclug% Sheet R'idth � levatedPressureZone ., - Fteld- 37.80 6 114 ,eameter: - -63:42-.: 6 71 6 71 Jorg _ F. � o ' kz, P.E. Lic WNo.421 - - i 10735 SW 216th St. Unit 416 Miami FL 33170 Perimeter Width (ineh) 72.0 ,•.. I 1 mys"I Page 1 of 1 Tel: 305-256-4550 www.FloridaTEC.net Fax: 305-256-6833 TEcTAAMERICA South Florida; Inc. SCANNEL BY St. Lucie 0-- Florida Product Approval Tecta America South Florida Inc. 11431 SW 30th Avenue, Deerfield Beach, FL 334421 T: 954.419.9339 IF: 954.419.9337 1 tectaamerica.com IA IIT1) f rn ir� Exterior Research and Design, LLG d/b/a Trinity ERD CertifiPrepl ate of Authorization Nleon 49503 Evaluatlon Report 01506.12.13-1-R33 for R36730it12 Prepared hy:'Robert Nieminen, PE-59166 FfiC NVH2EVAWA710N GAF; (800( 766-3411 Revision 13: 02/16/2017 Appendix, 1, Page 1 of 84 The following notes apply to the systems outlined herein: \ TRINITY ERD 1. The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendix J. Roof decks shall be In accordance with FBC (HVHZ) requirements to the satisfaction of the AHI. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: D Wood Deck-. Drill-Tec #12 Fastener or Drill-Tec 1114 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3' Steel Plate, Drill-Tec 31n. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drlll-Tec Heavy Duty ASAP 3S. Min. 0.75-Inch plywood penetration or minimum 1-Inch wood plank _ embedment. D Steel Deck: Drill-Tec 1112 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3' Steel Plate, Drill-Tec 3 In. Ribbed Galvalume Plate (Flat) orDrlll- Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75-Inch steel penetration, engage the top flute of the steel deck. D Structural concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with DrllkTec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or.Drlll-Tec AccuTrac Flat Bottom. Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only) or Drill-Tec Heavy Duty ASAP 3S. Minimum 1.25-Inch embedment. Fasteners Installed with apllothole In accordance with the 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 CA requirements of F.A.C. Rule 61G20.3 and Is documented as meeting FBC (HVHZi 1516 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover. Refer to GAF published installation Instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene Insulation In EverGuardo roofing systems: Insulation: Huh Traffic Applications- D FBC HVHZ approved Expaned polystyrene (EPS) meeting or D FBC HVHZ approved Extruded of RecoverApolZ approved exceeding TAS 110 and ASTM C578, Type IX, nominal 1.8 Ib/ft2 exceeding TAS110and ASTM C578, Type eIV, minimum tll-gin h D facer FEC Hmeeting por exceedingaTAS 110 and RecoverBoardrC578th plastic density and minimum 25 psi compressive strength. thick and minimum 25 Psi compressive strength. 3/8-Inch thick and minimum 25 psi compressive strength.rype IV, D FBC HVHZ approved Expanded polystyrene (EPS) with plastic D FBC HVHZ approved Expanded polystyrene (EPS) with plastic D FBC HVHZ approved EPS Recover Board meeting or exceeding facer meeting or exceeding TAS 110 and ASTM C578, Type IX, facer meeting or exceeding TAS 110 and ASTM C578, Type IX, TAS 110 and ASTM C578, nominal 1.8 Ib/R2 density and minimum 25 psi compressive minimum 1-Inch thick and minimum 25 psi compressive strength. Type I%, 1/2-Inch thick and minimum 25 strength.psi compressive strength. D FBC HVHZ approved EPS Recover Board with plastic facer meeting or exceeding TAS 110 and ASTM C578; Type IX, 1/2-Inch thick and minum 25 Psi wmPmlve strength. TOPCOAT" FlreOut" Fire Barter Coating, VersaShlelda Fire -Resistant Roof. Deck Protection or VersaShteld• Solo"' Fire -Resistant Slip Sheet, Installed in accordance with GAF published Installation instructions and fire' resistance certlfication listings, may be used as a non -load -bearing, fire -barrier / slip -sheet component within any system outlined herein. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be. performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be In compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, ` signed and sealed by a qualified design professional. S. _Preliminary Insulation attachment for System Type C-2 and D= Minimum four fasteners per 4 x 8 it board or minimum two fasteners. per 4 x 4ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted In the manufacturer's published instruct D Hot Asphalt (HA): Full mopping, 25-30 lbs/square. ions. GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-Inch ribbons,12-Inch o.c. ➢ LRF Adhesive M (LRF-M): Continuous 0.75 to 1-Inch wide ribbon, 12-Inch o.c. D OlyBond Adhesive Fastener (Classic): Full coverage, I gal/square. D 01yBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c, usingpaceCart or SpotShot.. Note: OlyBond Classic or 01yBond 500 Green maybe used In place of 08500. D Note: When multiple layers(S) of insulaton and/orcoverbaard are installed In ribbon -applied adhesive, board joints shall be staggered. D Note: The maximum edge distancefrom the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the sped( ledrlbboas 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 maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shallthese values be used to'increase'the MDP listings In the tables; rather If MDP listing below meets or exceeds that listed fora 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. ExteriorResearch and Design, U.C. d/b/a Trinityl ERD Certmcate of Authorization #9503 Evaluation Report 01506.12.13-1-R13 for FU673a.R22 Prepared by: Robert Nleminen, PE-59166 FBC HVHZ EVALUATION GAF; (8001766.3411 Revision 13: 02/16/2017 Appendix 1, Page 2 of 84 D Hot Asphalt (HA): ,MOP=-240.0 psf D GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = -117,5 psf D LRF Adhesive M (LRF-M): MDP = -2325 psf D OlyBond 500 (OB500): MDP = -315.0 psf D OlyBond 500 (OB500): MDP = -487s psf D OlyBond 500(OB500): MOP -292.5.psf 8. Bonded polylsocyanurate Insulation boards shall be maximum 4 x 4 ft. (Min. 05-Inch thick) (Min. 1.0-Inch thick) (Min. 0.5-Inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH EnergyGuard NH Ultra Polyiso Insulation) (Min. OS -Inch thick EnergyGuard RH or RN) (Min.OS-inch thick EnergyGuard RA) (Min. 0.5-Inch thick EnergyGuard Polyiso Insulation,EnergyGuard NH EnergyGuard NH Ultra Polyiso Insulation) I RINI Y ER® f Polylso Insulation, EnergyGuard Ultra Polylso Insulation, Polyiso Insulation, EnergyGuard Ultra Polylso Insulation, 9. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be Increased, as calculated In compliance with Roofing Application Standard RA5 117 and/or RA5 137 by a quallfied design professional. 'This extrapafatlnn Is notpermitted Jorsystems marked with an asterisk•. 10. For assemblies marked with an asterisk', the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and comers). Nelther rational analysis, nor extrapolation Is permitted for enhancedattachment at enhanced pressure zones (i.e., perimeters,. corners and extended corners). 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value In conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined bythe Building Official, a revised fastener spacing —prepared, signed and sealed by a qualified design professional '—maybe submitted. Said revised fastener spacing shall utlllze the withdrawal resistance value taken from Testing Application Standard TA5105 and calculations In compliance with Roofing Application Standard RA5117 or RAS 137. 12. For banded Insulation or membrane over existing substrates in a recover Installation, the existing roof system shall be capable of resisting project design pressures on Its own merit to the satisfactlon of the AHJ, as documented through field uplift testing In accordance with TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with Its length perpendicular to the steel deck flutes. 14. For recover installations, the exlsting roof shall be examined In accordance with FBC 1521. For Recover Applications using System Type. C-2 or or any System Type D, the Insulation is optional. Alternatively, a separator board may be installed prior to roof cover Installation when using System Type C-2 or any System Type D or a separator sheet may be Installed prior to roof cover Installation when using any System Type D. The separator component shall be documented as meeting FBC (HVHZ)1516 and, for foam plastic, F13C Chapter 26, when Installed with the roof cover in Recover applications. D Separator Board Option for Recover 5y92nn Type C 2 or System Type D Min. 0.5-Inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polylso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polylso Insulation, EnergyGuatd HD Polylso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.ZS-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass - Mat Roof Board. D Separator Sheet Options for Recover System Type D EverGuard Polymat Separation Layer(3 oz/yd2) or EverGuard Polymat Cushioning Layer (6 oz/yd'). 15. For systems where speclRc lightweight Insulating concrete (LWIC) is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. 16. Side laps for EverGuard Freedom TPO with RapldSeam Technology are self -adhering. Side laps for EverGuard Freedom TPOHW are heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO In this Appendix relates to either method. Exterior Research and Design, U.C. d/b/a Tdnityl ERD CertlPrepared of RobetNlemizatlon en,P FBCHVHZEVALUATION Evaluation Report 01506.12.1R-1-R33 for FL1673NR32 Prepared by: Robert Nleminen, PE-69166 GAF; (BBB) 7663411 Revision 13: 02/36/203] Appendix 1, Page 3 of 84. 17. For adhesive-applled membrane systems. side laps shall ho minim„m a [...,....,._ -__,_. _ ... 18. 19. Membrane. -------...- •-••••-_�===uwn,nnm.i,,-,ncn 'Adhesive neat weld. Unless otherwise noted, membrane adhesl EverGuard TPO EverGuard TP081121Bonding Adhesive (81123) .Method Contact (both sides) Rate 0.8 to 1.0 ga1/square/surface. For use gver SECUROCK Gyi changes to 1.2 to 1.67 gal/s /surface EverGuard TPO EverGuard WBS81 Bonding Adhesive (W BS81) Contact (both sides) To polylsocyanurate or Stmctodek Hlgh Density Fiberboari 0.63 at gal/square and roof cover underside at 0.21 gal/sq EverGuard TPO EverGuard Low VOCTPO Bonding Adhesive(L- Fiber Roof Board at 0.63 to 0.75 al/s uare and roof cover VOC) Contact (both sides) 0.45 gal/square/surface EverGuard TPO EverGuard T20 3 Square LOW VOC Bonding Adhesive PO 3-Square) Contact (both sides) 0.84 gal/square/surface EverGuard TPO FB Ultra EverGuard TPO FB Ultra. Hot asphalt EverGuard W0181 Bonding Adhesive WB181) Wet lay (substrate) 25Ibs/square Wet lay (substrate) 0.83 to 1.0 gal/ uare - EverGuard TPO FB Ultra GAF LRF Adhesive (LRF-M)or LRF Adhesive 1-Inch wide ribbons spaced as no In tables herein. Not, O (LRF=O) Wet lay (substrate) the adhesive ribbons used to secure the Insulation when tl EverGuard TPO FB Ultra GAF 2-Part Roofing Adhesive GAF 2-Part) Wet la .(substrate) tSPatter pattern' it 3.751bs/so. ,,:,�V. � I •" it in rates are as follows: )sum -Fiber - ",,,,Lwn, rmer base nul' or Fiber Base HC uare. To Dens Deck Prime .orSECUROCKGypsum- a: The adhesive ribbons are located direct to cover Is bonded to Insulation less than The "Tr,posite RooRng System" noted herein consists Of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberoid 20 Smooth or three (3) Plies of GAFGLAS FlexPly 6, followed by asphalt.applled 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. Unless otherwise noted, the"Hybrld Roofing System" noted herein consists of asphalt -applied Ruberold 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Trl-Ply q75 Base Sheet or GAFGLAS d80 Wilma Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. 20. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGuard TPO FB Ultra. 21 Th foil e o owing Insulations are Interchangeable within the scope of this Evaluation Report: D EnergyGuard Polyiso Insulation a D EnergyGuard NH Polyiso Insulation; EnergyGuard Ultra. Polyiso Insulation V ➢ EnergyGuard HD Polyiso Insulation b EnergyGuard NH Ultra Polyiso Insulation; ➢ EnergyGuard HD Plus Polyiso Insulation s+ EnergyGuard NH HD Polyiso Insulation; EnergyGuard NH HD Plus Polyiso Insulation. Exterior Research and Design, LLG d/b/a Trinity) ERD Certificate Authorization 89503 Evaluation Report 01506.12,13-1-R73 for FL36730-R12 Prepared by:y: Robert Nleminen, PE-69166 FB[HVH2EVALUATION GAF: (800) 76ri3411 Revislon 13:02/1612017 Appendix 1, Page 4 of 84 TRINITY ERD 22. Vapor barrier options for TRUCT PAKO concrete deck with adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs, those In Table 3q applies: VAPOR'BARRIEROPnON5t3TpUCTUpAL DONdpLTE'tSECK•ACHEPF[ItN5UU1TKINPERITIlBDS 3A=PANO�A Option p Primer Vapor Barrier TvPe Attach Insulation Adhesive MOP (psQ 1 Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLA.S #75 Base Sheet, Tri-Ply#75 Base Sheet GAFGLAS Ply 4, Trl-PI .PI 4 or GAFGGLAS FIexPI 6 Hot asphalt applied Hot asphalt Premlum A 2A Matriz 307 sphalt Primer or ASTM D 110 1 AuI -360.0 I'T,...1, re - 2D I Matrix 307 Premium Asphalt Primer or ASTM D4l primer One or two plies, GAF IL S#75 Base Sheet, Trl-Ply#75 Base ��a��,�6 GAF 2-Part, 12-Inch O.C. -250.0 Sheet GAFGLAS PIy4 Tri Ply Ply 4 or GAFGGLAS FluPly 6 Hot asphalt applied GAF2Part121nchoc 2625 2E Matriz 307 Premlum Asphalt Primer or ASTM D41 primer R h Id a 32 I Matrix 307 Premlum Asphalt Primer or ASTM 041 primer One or two piles, GAFGLAS 4175 Base Sheet,rl-P Tly #75 Base .eU LRF-M, 12-Inch o.c. -180.0 Sheet GAFGLAS Ptyb TrIPI PIy4or GAFGGIASFIezPly6 Hot asphalt applied LRFM 121nchoc 6° rimer or ASTM D41 primer I UPnderRoof 2 1 t c rr 1 4B Matrl%307 P I A 6 1 1 4950 I s if tlh i 1 I 4D Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberald 20 Smooth f"v 01 Bond 500, 12-Inch o,c. -180.0 Matrix 102 SBS Membrane 4E Matrix 307 Premlum Asphalt Primer or ASTM D41 rimer . Ruheroid HIM Smooth Adhesive at 1.5 gal/square OlyBond 500,-Inch-Inch o.c. -2025 4F Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS 975 Base Sheet, Tri-PIy#75Base Torch -a Iled OI Bond 500, 12-Inch o.c. -2325 Sheet, GAFGLAS Ply 4, Trl-PLY Ply 4 or GAFGGLAS FlexPly 6 Hot asphalt applied OlyBond 500,12-Inch o.c. -3525 23. "MDP" - Maximum Design Pressure Is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC (HVHZ)1620 and RAS 128 for determination of design wind loads. .Exterior Research and Design, LLC d/b/a THnhyl ERD Certificate of AuthorRobert ntlonNleml H9503 EValUatlon Report 01506.12.13.1-R13 for FL76730.R32 Prepared by: Robert Nieminen, PE-59166 FBC HVH2 EVALUATION GAF; (800) 766-3411 Rmislon 13: 02/16/2017 Appendix 1, Page 5 of 84 Y0 �Q TRINI-ry I ERD TABLE 26-2: LIGHTIN wNT.CONCRETE DECKS=NEWCgITRUICTIDdI; REROAF(LeAn'OvF)ox RECOVER SYSTEM TYPEG�::MECtfANICALLY ATTACFOED_ ItJSULATION PLATE:9616EDROOF;COVER System Deck LWC No. (Note 1) (Noi,min Insulation Layer Attachment - Min. 22 ga., type BV, Grade Min. 200 psi, min. 2- (Optional) One or more layers, Fasteners (Note 4) Drill -Tee XHD andDrinl-Tec Density Roof Cover MDP (0.s0 LWC-32. 33 steel; 6'spam, 5/8-Inch Inch thick cellular lightweight insulating - any combination, prellminarily RhlnaBond TPO XHD Plates Max. 24- XHO Inch o.canrows XHD EverGuard TPO bondedRhl Drill-Tec TPO puddle welds, 6" o.c. attached read Safe (I min. 2- or Dri PBond TPO spaced maz.30-inch Plates PO X14 Tr Plates orhRhiec RhlnaBrtale concrete. Inch thick insulation) XHD Tread Safe Plates read Safe o.c. Safe PlateswithesPuBond Portable Bonding Tool, Bonding Tool, -52.5' -. Per manufacturers Published lnstruttions. TABLEAD:� LIGHTWEIGHT CONCRETE DEW ZNEyd CO11 NSTRUCTION, RER5O11 P,(TEaR7'O0P) OP RECOVER System SYSTEM TYP Y: D'MESHANICALLY AT TACKE®ROOF COVER (7tte000H LV11N 0:Eri iAGe"SiRUCiURAL Deck- LWC Insulation DMK) . No. (Note 1) (Note 15) 7 VPe Attach - Membrane Roof Cover Fasteners (Note 4) MOP LWC-33. Min. 22 spans, 5 8-Inch u dl MIn.200 pallid n. 2• Inch thick cellular (Optional) One or more EverGuard Drill-Tec XHD with Drill -Tee 21n. Attachment (PSQ weld;66'o.c.,5/8-loch puddle welds, 6' o.c. lightweight insulating layers, any combination, Prelim. attach TPO or EverGuard Double Barbed XHD Plates,-Drill-Tec 12-Inch o.c. within 6-Inchwide laps concrete. min.0.25-Inch Eyehook AccuSeam Plates or Drill- spaced 54- Inch mc. and sealed with a 1.5-Inch heat -45.0 Min. 22 ga., type B, Grade 33 FBC HVHZ approved I TPO FB Ultra Tee 2-3/8 in. Barbed XHD Plates weld. LWC-34. steel; G'spans, Trawl/S screw 6" cellular lightweight (Optional) One or more layers, any combination, Prelim. EverGuard Drill-Tec XHD (steel only) or Drlll- Tee Fasteners(concrete only) Fastened through to engage structural deck, o.c, orstmctmral concrete insulating concrete min. 1-Inch attach TPO FB Ultra with Drill-Tec 23/8In. Barbed XHD 6- Inch o,c. within min. 6-Inch wide laps spaced 114- MIn.6'spas,Taxx/5 FBC HVFaroved Pp (Option an) Oneormore Plates Inch o.c. and sealed with 1.625-Inch heat weld. 45.0 LWG35. steel; 6'spans, Trarp/5 screw sera, o.c. cellular lightweight layers, any combination, Prelim. EverGuard Drill-Tec SXHD with Drill• Tec23/4 Fastened through to engage structuraldeck,12- .6" Min. 22ga., type B,Grade 80 Insulating concrete min. 0.25-Inch attach TPO in. Barbed SXHD Plates Inch o.c. within 5.5-inch wide laps spaced 114.5- -45.0 LWC36. steel; 6' spans, Traxx/5 screw FBC HVHZapproved cellular lightweight (Optional) 0neor more layers, any combination, Prelim. EverGuard Drill-Tec XHD with DrilFTec23/81n. Inch o.c. and sealed with a SS -Inch heat weld. Fastened through toengage strotturaldeck, , 6"o.c. Insulating concrete min. 0.25-Inch attach TPO Barbed XHD Plates or Drlllc 21n. 6- Inch a-c: within 5-Inch wide laps spaced I I% LWC-37. Min. e 3 ga., type BV spans, Grade 33 steel; .6'spans, 5/8' 5/, Min. 200 p (Optional) One or more Double Barbed XHD Plates Drill-Tec XHD with Drill -Tea 2-3/81n. -Inch o.c. end sealed With a LS-Inch heat weld: 32.5 Puddle welds 6" o.c. Inch thick Elastizell lastiell layers, any combination, Prelim. Attach EverGuard garbed XHD PisI S, Drill-Tec Fastened through to engage structuraldeck;6- � min. 1-Inch TPO Eyehook AccuSeam Plates or Drill- Inch O.C. within 6-Inch wide laps spaced 114-Inch -52.5 Min. ga., type B,Gmde33 FBC HVHZ approved Tee 2 in. Double Barbed XHD Plates o.c. and sealed with a 1.5-inch heat weld. LWC-38. 6' 6" 6"o.c. cellular lightweight (Optional) One or more layers, any combination, Prelim. EverGuard Drill-Tec XHD (Steelonly) or Drlll- Tec#14 Fasteners (concrete only) Fastened through to engage structural deck,6- o.c. orstru;Tmmr/5svet arstmttmral concrete insulating concrete min. 1-Inch attach TPO FB Ultra with Drill-Tec23/B In. Barbed XHD Inch o.c. within In. 6-Inch widelapsspaced Min. BV(0.55/ MIn.330 ps6tnln. 2- (Optional) One or Plates- 112.54nch o.c. and sealed with a.1.625-Inch heat weld. 60.0 LWC-39. steel; Grade 33 steel; 6'spans, 5/8" uddlewelds6"o.c Inch thick Celcore more layers, any combination, Prelim. EverGuard Drill-Tec XHD with Drill-Tec23/8 in. Fastened through to engage structural deck, 6- Min. 22 go,; type BV(0,5%), Cellular Concrete -Win. 330psl,min. 2• min. 0.25-Inch attach TPO Barbed XHD Plates Inch o.c. within 6-Inch wide laps spaced 90-Inch -60.0 LWCAD. Grade 33 steel; 6'spam, 5/8, .Inch thick Celcore (Optional) One -or more .layers, any combination, Prelim. EverGuard Drill•Tec XHD with Drill-Tec 21n. o.t. and sealed with a 1.54nch heat weld. Fastened through to engage structural deck,6- ry puddle - Ids 6 oc. 1MIR?i22 Gb `type 9, 80' Cellular Concrete min. 0.2S-inch -mare attach TPO Double Barbed XHD Plates inch O.C. within 6-inch wide laps spaced 114-Inch -60.0 sLW41 Grade )ateti6 Saris Tralm/S Six FBC HVHZapproved cellular lightweight (OP1lonal) Oneo layers, any combination, 'Pr;km, EverGuard �DrfU-iec XHDw@A oc and sealed with a 1S-Inch heat weld. }Fastened through to 1 6 o;c:i insulating concrete min.0.2(5��Inp�ch la<taCh Ortlt-Tec23/4in I;Bar-led SX14DF.late$1--�---•r enga$estrUCIUMaldeck, 6-� Ilncha:c wlMin 6•IrziY ode tppsspacodi114dGcA 1 I.� r F1 a.uanlsaaled.�tthal.5lnchheatweld_. 0: Exterlor Research and Design, LLG d/b/a TrinitylERD Certificate of 49503 Robert Niemition Prepared by: Robert Nleminen, PE-59166 FBC HVNZ EVALUATION Evaluation Report 01506.12.13-1-R13 torFL16730-R32 GAF; 1800) 766-3411 Revision 13: 02/16/2017 Appendix 1, Page 57 of 84 Lab ReportNo. 127553B FLORIDA TEC PROVIDING' SOLUTIONS 70 THE 'ROOFING INDUSTRY C.A. 4 30448 Lab Certificate 917-0703.01 DATE: Aug(tst 18, 2017 COMPANYNAME: Tecta America PRDJECT ADDREss.• 4822 - 4898 N Kings Hwy, Fort. Pierce ASCE 7-10 Input Parameters: Directional Procedure All Heights .Building (Ch 27 Part 1) Basic Wind Speed(V) 170.00 mph Structural Category II Exposure Category - C Natural Frequency N/A Flexible Structure No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha 9.50 Zg = 900.00 ft At 0.11 Bf 1.00 Am 0.15 Bm = 0.65 Cc 0.20 1 = 500.00 ft Epsilon 0.20 Zmin 15.00 ft Pitch of Roof 0 :. 12 Slope of Roof(Theta) _ .06 Deg h: Mean Roof Ht = 15.00 'ft Type of Roof - FLAT Hilt: Ridge Ht = 15.00 ft Eht: Eave Height - 15.00 ft ON: Roof Overhang at Eave= .00 it Overhead Type = No Overhang Bldg Length Along Ridge - 182.00 ft Bldg Width Across Ridge- 211.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factoa of .6 Width of Pressure Coefficient Zone "a^ _ = 6.00 ft Description Width Span Area Zone Haa Min Max P Kin P ----------------------------------------------------------------------- ft ft £t•2 GCp GCp psf Psf Field 2.00 5.00 10.0 1 0.30 -1.00 15.37 -37.80 Perimeter 2.60 5.00 10.0 2 0.30 -1.80 15.37 -63.42 Corner 2.00 5.00 10.0 3 0.30 -2.80 15.37 -95.45 FASTENER SPACING CALCULATION NOA: FL16730-R12 Fastener SoacinP Calculatedln Accordance With RAS437 Swtem TWoe: LWC I Mar. Design Pressure =- = W!Fastener ' -W - ' , Deck I)Tee 60 4.75 285 Mete] Fasteners Spzeng Sheet WI6th ' I]epatedPressure Zone (inch) (neh) Fleld:. 37.80 Perimeter , 63.42 , Comer. 95.45 Sincerely, Jorge F. Gonzalez, P.E.F.w Lic. No. 34241 goQ .`�eene� Dneuftmxiby- Geuti�ja�eoj =�: ieo.aein IDATEW a ,pr/,•7n`' •y .. aeaCDifi999D64<6... � OR19 8/24/2017 perimeter " wj'f h(mch). The method and softwarethathave been utilized tosignand seal the report, comply with the intent ofthe Board Rules. Specifically, with reference to Florida Statutes 471 and the Florida Administrative Code Rule 61 G15-13.003 for Engineers. 10735 SW 216`h St. Unit 416 Tel: 305-256-4550 www.FloridaTEC.net Miami FL 33270 Page 1 1 Fax: 305-256-6833 Lab Report No. 127553A FLORIDAI TEC PROVIDING SOLUTIONS ro r"E ROOTING iwusrRY C.A. tl 30448 Lab Certificate N 17-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 TESTDATE: August 17,.2017 COMPANYNAME: Tecta America PRo✓ECTADDRESS.• 4822- 4898 N Kings Hwy, Fort Pierce Note: The undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Miami Dade County Protocol TAS 106 or TAS 105A. FIELD TECHNICIAN: Angelo Blanco.. EQUIPMENT INFORMATION: Test Apparatus: Com-Ten FGC 2000 / SP 1-1 KD-RS Deck Type: F Metal I Min Characteristic Resistance Force: 275 orabove See following pages for more details. DISCLAIMER All roofpenetrations performed by Florida Teg Inc. in order to perform the required number of tests will ONLY be sealed on a limited and TEMPORARY basis. Contractor and/or owner are responsible to perform permanent repairs to avoid any roof leaks. Sincerely, Jorge F. Gonzalez, P.E. FGO Lic. No. 34241 aoe;cEns� _ oadsqne er: 'fir w..aum �iriyv (. GGbtpja�!/�j a p 6t472Os -.'r ,6RtOR�V.�Y V'� aUcazesssoeaas.:. 8/24/2017 The method and sofnvare that have been utilized to sign and seal the report,comply with the intent of the Board Rules. Specifically, with reference to Florida Statutes 471 and the Florida Administrative Code Rule 61 G15-23.003 for Engineers. 10735 SW 2161h St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page Y of 13 Fax: 305-256-6833 www.FloridaTEC.net