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Home My WebLink AboutPRODUCT APPROVALFlgrida Building Code Onlir, � Page 1 of 2 SCANNED BY St. Lucie County I � SCIS Home { tog In I User RegistmMim I Hot Tcplos I submit Smcharye I SMIU;&Facts I PubliraUons { FEC Stall I BCIS Sire Map I Unks I search I b� J, Product Approval y. d.pr USER: Public User Product Aooroval Mena > Pr�u L2r FL # Application Type Code Version Application Status 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 orArchitect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code L E UOP FL16730-R13 Revision 2014 Approved P. GAF 1 Campus Drive Parsppany, NJ 07054 (800) 766-3411 mstieh@gaf.mm Robert Nieminen lindareith@trinityerd.com DATE William Broussard 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 Techn i calquestionsGAF@gaf. com Roofing Single Ply Roof Systems ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI D BY MUST BE KEPTIbfd JOB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/18/2018 John W. Knezevich, PE R Validation Checklist- Hardcopy Received FL16730 R13 COI 2017 01 COI Nie ninen ndf Standard Year TAS 110 2000 TAS 114 2011 TAS 131 1995 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COPRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE MCESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COt7ES. http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm... 11 /20/2017 Florida Building Code Onlirf 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 O8/1712017 FIL Py O8/8/2017 08/242017 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 TPO HVHZ FL16�30-R13.odf Approved for use outside HVHZ: No 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 HVHZ FL16730-R13.odf Created by Independent Third Party: Yes Back Next contact U :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy statement :: Accessibility, statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail W this entity. Instead, W ntact We office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pumuant 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 atltlress if they have one. The emails provided may be used for official communication with We licensee. However email addresses are public record. If you do not wish W supply a personal address, please provide the Department with an email address which can be made available W the public. To determine if you are a licensee under Chapter 455, F.S., please cli& bgbt_. product Approval Accepts: amwiKE90 r rSCCi1CILX'b11;"'TRI "L.4'; 7flss g 'R oul;? 1- L3TT0'44fvc0 Agar CnMNY;� 11 Flaf) Sp"cicTch,'/w( Cp)ZZ. http://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDqu8obl`/o2fIZm... 11/20/2017 :r V yw' -14 1 R `N VV 1 r 4 � V� bin `• a. Y_�� ',� r • W Florida'Buildirlg.Code Sth Edition,(2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section .0 .(Loan Slo®sd Roof 8 steng FIB In Sp®cific Roof Assembly Cctnponettbt Fastartsr Sptidn®far AnehOdBaw Shoo and kkm- fy Mi nufacturer . _ - Attachnteftt Se e Engineennq (Ha °°n'po"srd In notd ldentlfy �1d1+� 114" sheet width Fes. 6 •00 Lap. #Row — oc System mvft trey. cnc 71"'sheet. width FL16730:R1T' PBihneter . s "66 ®'Lap, *.Rowe ' di ; o0- 1�A.Na .. 71" sheet width- • Design NflndP�maes FrornRAS128orCetailatbm: r 6 ®4p•SRoWa_Q_'oc .. Pmexlc--3r.80 -69.42.15, _ Number of Faidonem Per lnsulatlon dosid Preliminary Fastened: L1att Desi®n Prn, From the Specific;NOA . 4.fastenets per 4x8 board Systeroe ° Field _ Per(meter-_Comer — n®ek Itlustrabp Components Noted and Typo, 1w'coJwsi2d Milli itsAppiibalile- 22 ga Woodblocking.. Gutter. ' Termination. nation, in Shipping.. Flashing, Corrgn� Cleat. Cant Slope: gip. Base Flashig;. Counter; Flashingg, NA Coping..Etc. AnchodBese Sheet $ No cf Pli(s): Indlicate2 Mean Root HegM, Parapet Height: AndiodBase Sheet Feetined Woffi mA atedel: Height of Flaehinp, Component Material, Material Thfdcnesa, Fastener . Type,. Fastener N Spading or Submit Manufacturers Details v4r! ittstretlonBase [dyer :NA - Comph' with RAS 111"and C- 'pter Base insulation Size and Thicknes NA 24 ga coping fastened 12' oc w/ 010 fasteners' - Bass lost Ron Fasten lBmging Mateda): 22 ga deat fastened w/ _ 12ga annular roofing nails 4' cc Top Inca l M Layer' Dens Deck . � � .. � • • Or. 31+ - Top Inetr aWn Stae and Thl 4x4x1l2 - Parapet .. Top Ins`&#W1 n FestenarTending Mau.".• H #15 Fastener .. - Top Ply g. SeseShwKs)aNo. ofpMeI:NA Insulation Ft 1.51 NA BeseStlestFeslener/Bot�rgMeteiiet Lightweight . over Steel Deck - Mean PySheet(s)dNo.ofPty(e) 'NA.' Ply nensonding Material:New Gutter & D ::Height. Spout. See Detail Teppy GGAFFe6r/0BoMHTPO Top Ply F#15 F [Whig Material: as ener: I b JECTAAMERICA South Florida, Inc: Florida Product Approval µ Tecta America South Florida Inc. 11431 SW:3llth Avenue, Deerfield Beach, FL 33442 T: 954.419.0339 F. 954.419MW tectaamerica.com Exterior Research and Design, I.I.C. d/b/a TrinkVIERD Certificate of Authorization a9503 Prepared by: Robert Nleminen, PE-59166 FBC HM"ALUA7ION ��`1d� 1506.12.13-1-R33 for FL16730Al2 GAF, (BOD) 7fi6-3411 OPRwision `.;r 13: 02/16/2017 S �n '�,fl Appendix 1, Pagel of 84 The following notes apply to the systems Outlined herein: rTRINITyl.ERD I. 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 forthefollowing engagements: D Wood Deck: OTIII-Tec 412 Fastener or Drlll•Tec1114 Fastenerwith Drill-Tec 3" Standard Steel Plate, Drill-Tec3" Steel Plate, Drill-Tec 31n. Ribbed Galvolume Plate (Flat) or DTIII-Tec AccuTrac Flat Bottom Plate or Drill-Tec ACCUTrac Recessed Plate (Insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 35. Min. 0.75-Inch Plywood penetration or minimum 1-Inch wood plank embedment. D Steel Deck: Drill-Tec 912 Fastener, Drill-Tec 914 Fastener or Drill-Tec XHD Fastener with Drlll-Tec3" Standard Steel Plate, Drlll•Tec 3' Steel Plate, Drill-Tec 31n. RibbedGaivalume Plate (Flat) or Drill. Tee 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 -Tee e14 Fastener or Drill-Tec CD -SO with Drill-Tec 3" Standad Steel Plate, Drill-Tec 3" Steel Plate, Drill -Tee 31n. Ribbed Gaivalume Plate (Flat) or Drill-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 a pilot hole in accordance with the fastener manufacturer's published installation Instructions. 3. Unless otherwise holed, Insulation may any one layer or combination of poiylsocyanurat% polystyrene, wood fiberboard, erlite, gypsum -based roof board or mine wool roof board that meets the QA requirementsof F.A:C. Rule 61G20.3 and Is documented as meeting FBC (HVHZ)1516 and, forfoam plastic, FBC Chapter 26, when Installed with the roof cover. p Refer to GAF published Installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene Insulation In EverGuarda roofing systems: Insulation: Hiah 7raMcAOeliratlans• ➢ FBC HVHZ approved Expaned polystyrene (EPS) meeting or D FBC HVHZ approved Extruded of Recover Applications• exceeding TAS 310 and ASTM C578, Type IX, nominal 1.8 Ib/ft2 exceeding TAS110and ASTM C578, Type IV, minimum 1-girth facerHVHZ meetingporvezceedingaT-F ld and Recover Bo rd with plastic density and minimum 25 psi compressive strength. thick and minimum 25 psi compressive strength. 78, Type 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 ex eedl g 3/8-Inch thick and minimum 25 psi compressive strength. 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, Type IX, 1/2-Inch thick and minimum 25 nominal 1.8. Ib/ft2 density and minimum 25 psi compressive minimum 1-inch thick and minimum 25 psi compressive strength. psi compressive strength. 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 and25 Psi compreive strenh. TOPCOAT• Flreout'" Fire Barrier Coating, VersaShleld® Fire -Resistant Roof DeckProtection or VemaShlelda Solo"' Fire -Resistant Slip Sheet, Installed In acco da cenimum with GAF published InstallationgtInstructions and fi resistance certification listings, may be used as a non -load -bearing, fire -barrier/ slip -sheet component within any stem til d sy ou ne herein, re 4. p mechanical attachmenttothe structural nPase deck through lightweight Insulating concrete Is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening I patterns and density. All testing and fastening nal.desshall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137..deterCalcula ine eions nhanced be prepared, ` signed and sealed by a qualified design professional. 5. '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-shallFILL tedJ the manufacturers published Instructions. ➢ Hot Asphalt(HA): Continuous 2.5Full moppin& t 3016s/square.D GAF 2- Part Roofing Adhesive (GAF 2•Part): Continuous 2.5 to 3.5-Inch ribbons, l2-Inch o.c. ➢ LRF Adhesive M (LRF-M): Continuous 0.75 to 1 Inch wide ribbons, l2-Inch o.c.D OlyBond Adhesive Fastener (Classic): Full coverage,1 gal/square. D OlyBond 500'(OB500: COPY Continuoverbo5 to r insnch wide nribbon ribbons, 12-Inch o.c. using PaceCart or5pot5hot.. Note: Oly8ond Classic or 01y8ond 500 Green moy be used In place of OB500. D Note: We maximum edge distance rom the andhesive ribbon t oreinstalled edge of the lasun-applied adhesive, board jofnd shall be staggered. D Note: The moximum edge distancefrom fhe adhesive ribbon ro the edge of the Insulation board shall be net 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 polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MOP) limitations. In no case shall these values be used to'Increase'the MOP listings In the tables; rather if MOP 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 materiallisted In the table. Exterlor Research and Design, U.C. d/b/a Trinhy(ERD Cedficata of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 FBC HVHZ EVALUATION GAF; (800) 766-3411 Evaluation Repan 01506.12.13-1-R13 for FL36730.R12 Revision 13:02/16/2017 Appendix 1, Page 2 of 84 D D Hot Asphalt (HA): GAF 2-Part'Roofing Adhesive (GAF 2-Part): MOP=-240.0 psf MOP= -117,5 psf D LRF Adhesive M (LRF-M): MDP = -232.5 psf ➢ D OlyBond500(OB500)r OlyBond SOO(OB500): MOP= -315.0 psf D OlyBond Boo(OB500): MDP=-4875 psf MDP=-2925 psf S. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. (Min. 0.5-Inch thick) (Min. 1.0-Inch thick) (Min. 0.5-Inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH EnergyGuard NH Ultra Polylso Insulation) (Min. 0.5-Inch thick EnergyGuard RH or RN) (Min. 0.5-Inch thick EnergyGuard RA) (Min. 0.5-Inch thick EnergyGuard Polylso Insulation, EnergyGuard NH EnergyGuard NH Ultra P1IYlso Insulation) TRII TY I ERD Polylso Insulation, EnergyGuard Ultra Polyiso Insulation, Polylso 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 RA5137 by a qualified design professional. *This extrapolation is notpermlttedfor systems marked with an asterisk*. 10. For assemblies marked with anasterisk*, the maximum design pressure (MDP) limitation listed shall be applicable, to all roof pressure zones (i.e.,. Held, perimeters and corners ). Neither rational analysis, nor extrapolation Is permitted far 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 p acing —prepared, signed and sealed by a qualified design professional —maybe submitted. Said revised fastenerspacing shall utilize the withdrawal resistance value taken from Testing Application Standard TA5105 and calculations In compliance with Roofing Appllatlon Standard RA5117 or RAS 137. 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 TA5124. 13. For System Type D. steel deck applications, the roof membrane shall be con 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 62 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 anySystem Type D or a separator sheet maybe Installed prior to roof cover Installation when using any System Type O. The separator component shall be documented as meeting FBC (HVHZ) IS16 and, for foam plastic, FBC Chapter 26, when Installed with the mof cover In Recover applications. D Separator Board Options for Recover 5vstemType r 2 or Sv Min. 0.5-Inch EnergyGuard Polylso Insulation, EnergyGuard NH Polylso Insulation, Ener Polyiso Insulation, Energyuuard NH Ultra Polylso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HO Polylso Insulation, Ener guard H RA, Polylso Insulation, n, E EnergyGuard Polyiso Insulation, Ener gyGuard Ultra gyGuard HD Plus Polylso Insulation or EnergyGuard NH HD Plus Polylso insulation or min. 0.25-Inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass. Mat Roof Board. gyGuard HD Polyiso Insulation, EnergyGuard NH HD D Separator Sheet Options for Recover System Tvp D EverGuard Polymat Separation Layer (3 oz/yd') or EverGuard Polymat Cushioning Layer (6 oz/yd'). , specific LWIC is not referenced, the minimum design mix shall be 300 psi. 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 systems where 16. Side laps for EverGuard Freedom TPO with RapldSeam 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 relates to either method. Exterior Research and Design. U.C. cIA/a TdnRyjERD Certificate of Authorization a9503 Prepared by: Robert Nleminen, PE-59166 FBC HVHZ EVALUATION Evaluation Report 01506.12.13.1-R33 for FL26730-R12 GAF; (800) 766-3411 Revlslon 13: 02/16/2017 Appendix 1, Page 3 of 84 17. For adheslVe-applled 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 ar��I �� Membrane. ' Adhesive 'Method Rate EverGuard TPO EverGuard TPO#1121 Bonding Adhesive (#3121) - Contact (both sides) 0.8 to 1.0 gal/square/surface. For use over SECUROCK Gypsum -Fiber Roof Board, the application rate changes to 1.2 to 1.67 I/sq/surtace EverGuard TPO EverGuard WB181.Bonding Adhesive(WB181) Contact h sides) at0.63 gal/squaetand roof cover underside at021 gal/square. To Dens Deck bPrime orSECUROCK Gypum- EverGuard TPO EverGuard Low VOC TPO Bonding Adhesive(L• - Fiber Roof Board at 0.63 to 0.75 al(s uare and roof cover underside at 0.21 to 0.25 gal/s uare VOC) . Contact (both sides) .0.46 gal/square/surtace EverGuard TPO EverGuard TPO 3 Square Low VOC Bonding Adheslve.(TP03-Square) Contact (both sides) 0.84 gal/square/surface EverGuard TPO FB Ultra Hot asphalt EverGuard TPO FB Ultra EverGuard WB181 Bonding Adhesive W8181) et Wet lay(quare substrate) 05lbs/s.0gal/square Adhesive M (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)Wet lay (substrate) the adhesive ribbons used to secure the Insulation when the cover Is bonded to insulation less than 1.5-Inch EverGuard TPO FB Ultra GAF LRF EverGuard TPO FBUlt2 GAF 2•Parr Ro.,n""ed�.e.:............�. ._. _ thick. 18. The "Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberold 20 Smooth or three (3) plies of GAFGLAS FleaPly 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, GAFGLAS 475 Base Sheet, Tri-Ply #75 Base Sheet or GAFGLAS #80 Ultlma 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. The following Insulations are Interchangeable within the scope of this Evaluation Report: D EnergyGuard.Polyiso Insulation a EnergyGuard NH Polylso Insulation; D EnergyGuard Ultra Polylso Insulation s+ EnergyGuard NH Ultra Polylso Insulation; D EnergyGuard AHD Polylso Insulation D EnergyGuard NH HO Polylso Insulation; ➢ EnergyGuard HD Plus Polylso Insulation s+ EnergyGuard NH HD Plus Poylso Insulation. Exterior Research and Design, U.C. d/b/a Tdnity(ERD Certificate of Authodxadan#9503 Prepared by: Robert Nieminen, PE-59166 FBCHVHiEVALUATION GAF; (800) 766-3411 IN RLEA r I MOON Evaluation Report 01506.12.13-1•R33 for FL16730-R12 Revision 13:02/16/2017 Appendix 1, Page 4 of 84 22. Vapor barrier VAPOR'BARRIER-OPRQRS;67RUC�tIRA�DpRCRI options for over structural concrete deck with adhered lnsulatlon carry the following Maximum Design Pressure(MDP),Ilmltatlons. , FDEci,A6RER Q'INSPIA11QN gEi{'TM1BLF53A=Y'aND'9A Thelesserofthe MOP 2" _ listings belowvTRINIeYIERD .Option# Primer Vapor Banter _ 1 Matrix 307 Premium Asphalt Primer or ASTM D41 primer e . One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Attach Insulation Adhesive 'NIDP (psf) 2A Matrix 307 Premium Asphalt Primer or ASTM D4l SheetG F hSPI exPI 5 4,Trl-PI P 4o�th Hot asphalt applied Hot asphalt 28 2C primer Matrix 307 Premium As haR Primeror ASTM D41 rimer Matrix 307 Premium As haft Primer Rue GR Ruberoltl HW 255mooth or Ruberol Torch-applied Torch GAF 2•Part, 12-Inch o.c. 360.0 -169.0 2D or A5TM D41 rimer Matrix 307 Premium Asphalt Primer or ASTM D4l Llbe 5B55elf-Adherin Ca Sheet One or two plies, GAFGLAS #75 Base -a Iled Self -adhering GAF 2-Part, 12-Inch o.c. GAF 2-Part, 12•Inch o.c: -180.0 2E primer Matrix 307 Premium As halt Primer or ASTM D41 rimer Sheet Trl-Ply #75 Base LAS pl 4, Trl-Ply Ply 4 or GAFGGLAS FlexPly,6 Hot asphalt applied GAF 2-Part, 12•Inch o.c. 250.0 3A Matrix 307 Pre mlumAs halt Primer or ASTM D41 rimer Ruberold 30 Ruberold HW 255mooth or Ruberold HW Hot at halts plied GAF 2-Part, o.c. •262.5 3B MatHx 307 Premium Asphalt Primer or ASTM D41 primerTorch-a Smooth One or two piles, GAFGLAS #75 Base Sheet, Trl-Plyf47SBase Iletl LRF-M, 12-Inch o.c. -270.0 -180.0 4A 4B Matrix 307 Premium As halt Primer or ASTM 041eUe F 2 Po Pester Surfamd Hot asphalt applied LRF-M, 12-Inch o.c. -495.0 4C Mat... 307 Premium As halt Primer or ASTM D41 primer Matrix 307 Pretnlum As halt Primer ASTM Leak Barr eGLAS Ruberold Torch Smooth Self-adherin Torch OI Bond 50012•Inch o.c. -1275 or D41 rimer RuberoldHW 255mooth -applied- OlyBond 500, 12-Inch o.c. -165.0 4D Matriz 307 Premium Asphalt Primer cr ASTM D41 primer Ruberold 20 Smooth - TorcMa piled Matrix 102585 Membrane OI Bond500, 12-Inch o.c. -180.0 4E Matrix 307 Premium Asphalt Primer or ASTM D41 rimer Ruberold HW Sin Adhesive at 11.5 gal/square OlyBond 500,:12-inch o.c. -2025 4F Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies,GAFGLgS#75 Base Sheet Trl-Ply#75 Base Torch -a sled 01 Bond 500, 12-Inch o.c. 2325 23. "MDP" = Maximum Design Pressure Is the 5heet'GAFGLAS Ply4, TrI-PI PI 4 or GAFGGLAS FlexPl 6 Hot asphalt applied OlyBontl 500, 12-Inch o.c. "352.5 result of testing for wind load resistance based on allowable wlnd loads. Refer to FBC (HVHZ)1620 and RAS 128 for determination of design wind loads. Exterior Research and Design, LLC d/b/a Trinky(EFW CertiRfate ofAuthorization #9503 Prepared by: Robert Nleminen,PE-59166 FBC HVHZ EVALUATION GAF: (80O) 766.3411 FWL iullli Evaluation Report 01506.12.13.1-R13 for FL16730-RI2 Revision 13: OZ/16/2017 Appendix 1, Page 5 of 84 Y'TP,1NnYiERD - System Deck --- ""-'^•��_^^•°nrsucrAt1ACHERINSULATION,`PLATE=BONDEOROOf'CCIVER, NO• (Note 1) LWC (Note 15) Insulation layer Attachmenf 7- Min. 22 ga., type BV,.Grade MIn:2( Psi, min.2- (Optional) One or more layers,FUFIII-Tec Fasteners Note4 Density Roof Cover MOP LWC-32. 33 steel; 6'spans, 5/84nch puddle welds, 6°o.e. Inch thick cellular IightweightInsulatin g anycombination, reliminarlXHD p attached(Tread Safe=min. XHD ad Drill -Tee TPOoBoncI lax. o.c.lnrows (Pal) EverGuardTPObondedtoDrill-Tec RhlnoBnd TPO XHD concrete. -noBond 2-DrIlFTecRhlnoBond Inch thick insulation) D"'-Te Safe Plates P incha.c. PO spaced TPO s aced maz.30- Plates or Drill• Tec Rhlno8ond TPO XHD Tread Safe Plates with RhinoBond Portable -52.5 - Bonding Tool, Per mamlf.' e�.......u-._..__ TABLEAD:.LIGHTWEIGHT CONCRETE DECK$ N,E, 011NSFit...... REROOF,,(TEAR OFF)'06 RECOVER --� SYSTEM TYPE 016 NIECHANICAILY ATTACHED RCi00 COVER�(iifniiu6x LYVICrD.EivGAGE ar'nlacttfRaLDecX) System Deck° LWC Insulation No. (Note 1) - - Roof Cover (Note Type Attach Membrane Min. 22 ga., type BV, Grade 33 MIn. 200 psi, min, 2• - Fasteners(Note 4) Attachment MDP LWC-33. steel; 6'spans, 5/8-Inch puddle inch thick cellular (Optional) One or mare. EverGuard Dllil-Tec XHD with Drill-Tec2In. (Psf) welds,6'o.c. lightweight insulating layers, any combination, Prelim. TPO or Double Barbed XHDPlates, Drill-Tec 12-Inch D.C. within 6-Inchwide laps spaced 54- ' concrete. min. 0.25-Inch attach EverGuard Eyehook AccuSeam Platesoi Drill- Inch D.0 and sealed with a 1,5-Inch heat weld. TPO FB Ultra Tee 2-3/8 in. Barbed XHD Plates -45.0 Min. 22 ga., type B, Grade 33 FBC HVHZ approved (Optional) One or more lWC-34. steel; 6'spans, Tm)W5 screw cellular lightweight layers, any combination, Drill-TecXHD(steelonty)orDrill- 6'mcorstmctmralconcrete insulating concrete miens, Inch Prelim. EverGuard Tee 414 Fasteners (concrete only) Fastened through to engage structural deck, 6- min. TPO FB Ultra with Drill-Tec23/8In. Barbed XHD Inch D.C. within min. 6-Inch wide laps spaced 114• Min, 22 ga., type B, Grade 80 FBC HVHZapproved Plates Inch D.C. and sealed with a 1.625-inch heat weld. -45.0 LWC-35. _ steel; 6'spans, TmWS screw cellular lightweight I0Oy I,anycombination, more Prelim. EverGuard . Drill-Tec SXHD with Drill-Tec23/d Fasta^edthrough toengage stmtturelCeck,12- 6°0'c' Insulatlng concrete. min. 0.25-Inch attach TPO, In. Barbed SXHD Plates MIn, 6'spatype B,GS screw FBC HVHZapproved inch within and ithaIch lapsspaced weld. -45.0 LWC-36. steel; 6'spans; Trazz/5 screw lOptlonaq One ormore inch D.C.ocand sealed witha l.5-inchheat weld. cellular lightweight layers, any combination, Prelim. EverGuard Drill -Tee XHD with Drill-Tec23/8 in: Fastened through to engage structural deck, 6- 6"o.c• Insulating concrete Mtn. 0.25-Inch attach TPO garbed XHD Plates or Drill-Tec 2In. Inch o.c. within 5-Inch wide laps spaced 115-Inch Min. 22 ga., type By (0,5%), Double Barbed XHD Plates52.5 (Optional) One or more Drill-Tec XHD with Drill- D.C.oand scald with l:5•inch heat weld. LWG37. Grade 33 steel; 6'spans, 5/8' MIn.200 Psi, min.} Prelim. EverGuard Tec 2-3/Sin. puddle welds 6"D.C. Inch thick Elastizell layers, any combination, Barbed XHD Plates, Drill-Tec Fastened through to engage structural deck, 6- min.1-Inch Attach TPO Eyehook AccuSeam Plates or Drill- inch o.c. within 6-Inch wide laps spaced 114-Inch Tee 2 In. Double Barbed XHD Plates D.C. and sealed with a 1.5-inch heat weld. -52.5 Min. 22 ga., type B, Grade 33 F8C HVHZ approved (Optional) One or more LWC-38. steel; 6' spans, Tranr/5 screw cellular lightweight Drill-Tec asteneHD eelonly)or DHII• Fastened through to engage structural deck,6- layers, any combination; Prelim' EverGuard Tec014l-Tec 23/(concrete an ITIT2 orstmttmgconcrete Insulating concrete min. 1-Inch attach TPO FB Ultra with Drill-Tec 23/B In. Barbed XHD 112.S inch ohcn and seal ed with laps Min. 22 Be-, type BV(0.5%, Plates Inch heat - •60.0 MIn.330 psi, min. 2• (Optional)One or more weld. LWC-39. Grade33 weld 66'.t 5/8° Inch thick Celcom layers, any combination, Prelim. EverGuard Drill--Tec XHD with Drill-Tec 23181n, g toen a estroctureldeck,6- . addle welds 6"o.c Fastened through g g Cellular Concrete min.0:25-Inch attach TPO Barbed XHD Plates Inch D.C. within 6-Inch wide laps spaced 90-inch Mine 3ga., type BV (nsS MIn. 330 psi, min. 2- (Optional)One or more o,c.and sealed w@ha1.5-Inch heat weld, -60.0 LWC-40. Grade 33 steel; 6'spans, 5/8" Inch thick{elcore layers, any combination, Drill-Tec XHD with Drill-Tec2 in. gh to en a estmctural deck, 6- Prelim. EverGuard .Fastened throw g g Puddle welds oc .Cellular Concrete attach TPO Inch D.C.within 6-inch wide is spaced 114-Inch in�22 ga7ty eBT min.0.25-inch Double Barbed XHD Plates _ �^^:1 �y4-.._d+. �Grde80'. FBC HVHZ approved .(Optional)One ormore D.C.and sealed whhal5-Inchheat weld. Lyu'6 eole6alt-_",.ra7.' cellular lightweight layers, any combination, ''.Bfekm. EverGuard ;Drift-7ECXNA w1th;DNl• FRsterLed;tbFpu to na 60.0 I Insulating concrete min.0.25•inch attach YPO Tec23/4'�nT FF 1111P,h €,g gr' structural deck, 6f M I 'Bar d$XHO.gI tes 4onc a'C' lhin6-Inch w{de taps Spaced l'19 IrzchY bp•0, ek)�s�ln ) 'll ftilASd eGh - 4wRha1.5--Inch heatweld: /-" Ertericr ResearchfAuandtion LLCd /� V( �C M' -1 Design, /b/a TrMhy)ERD f,JLE Certificate of Authorization #9503 Prepared by: Robert Nieminen,PE-59166 FBCHVHZEVALUATIONCOPY. 12.13-1-R13 for FL1673D-R32 GAF; (BDO) 766.3411 Revision 13; 02/16/2017 Appendix 1, Page 57 of 84 Lab Report No. 127553A-5 FLORIDA TEC PROVIDING SOLO ONS TO THE ROOFING INOUSTRr a CA # 30448 Lab Certificate 417-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 TEST DATE August 17, 2017 COMPANYNAME: Tecta America pRo✓ECTADDRESS: 4820 - 4856 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 105 or TAS 105A. FIELD TECHNICIAN.• Angelo Blanco EQUIPMENT INFORMATION: All Lic. Test Apparatus: Com-Ten FGC 2000 / SPl-1KD-RS FILE COP"Y7 Deck Type: I � Metal Min Characteristic G -; 2Z5 or above Resistance Force: See following pages for more details. DISCLAIMER rmed by Florida Tec, Inc. in order to perform the required number of tests will ONLY be sealed on a basis. Contractorand/or owner are responsible to perform permanent repairs to avoid any roof leaks. 10735 SW 2161' St. Unit 416 Page 1 of 3 Tel: 305-256-4550 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net FLORIDA \TEC PROVIDING SOLUMNS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: �A BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: 182Fr Second Largest Dimension: 131 Fr Total Roof Area: 12499FT2 Squares: 124 DECKTYPE FASTENER INSTALLATION INFORMATION FastenerType: is the fastener a self -driller? Number of tests conducted: Componentto be secured: Pre -drilled? Metal #15XHD Fasteners YES 13 Anchor or Base Sheet YES YTe`st Number Plan WentiRer j InttlafFai`." »�y FI ld!Perimeter or Corner Area Load! Ililu�e 1 A 510 Comer 2 521 Perimeter 3 460 Comer 4 478 Perimeter 5 528 Field 6' 573 Field. 7 475 Field 8 518 Perimeter 9 499 Field 10 581 ' Perimeter 11 476 Field 12, 512 ` , Field 33T-F 489 Comer STATISTICAL ANALYSIS: Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F= 487.17 wpm h �� r FILt 'Tau r 10735 SW 2161` St. Unit 416 Tel: 305-256-4550 Miami FL www.FloridaTEC.net 33170 Page 2 3 Fax: 305-256-6833 FLORIDA\TEc PROVIDING SOLUTIONS TO THE ROOFlNG INDUSTRY Roof Are Groum ROOF SKETCH: 10735 SW 216'h St. Unit 416 Page 3 of 3 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 Lab Report No. 1275538-5 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY CA # 30448 Lab Certificate # 17-0703.01 DATE: August 18, 2017 COMPANYNAME: Tecta America PRo✓ECTADDRFss: 4820 - 4856 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 F.d Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 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 = 182.00 ft Bldg Width Across Ridge= 111.00 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 Naz Min Maz P Min P £t ft ft-2 GCp GCp pef pef 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 Corner 2.00 5.00 10.0 3 0.30 -2.80 15.37 -95.45 FASTENER SPACING CALCULATION NOA: FL16730-R12 Fastener SlmcineCalculated InAccordance With PAS437 SvstemTt :LWC-41 DesighPressuieY IkekT)*-,'�', -.60 _ ;:; '{475 Metal;;. Flewtedl'ressure Zone .:, -- "= Fasteners Spicing_ .'(inch) - Sheet Wid(ti 37.80 6 114 P hff4FW :- ° "63t42.` 6 71 - DrniF,:m , 95.45 '= 6 71 Perimeter. Width (inch):. 72.0 lorg�� F *'�'30f'e P* 24 0--,4 1 FILL E UWPY 10735 SW 216th St. Unit 416 page 1 of 1 Tel: 305-256-4550 Miami FL33170 Fax:305-256-6833 www.FloridaTEC.net