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AyF a °�� °t,� ° 'gyp °�� "6�a ®� e.` , ; •. r �� ° ��\�' .* � ..^_ti y Business& Frofessiotalesptla#ton �e OF '•.• * e • y. ° s�§`; .Oexrt1 ASduf osPliotv(el4E dFlorida b PrProduct Approval USER: Public User tu3P Produd Aeprvval Menu > Product or Application Search > AooRabpn List > Applirathsn Detail 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 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 n GAF 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Robert Nieminen lindareith@trinityerd.com William Broussard 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnimiQuestionsGAF@gaf.com Roofing Single Ply Roof Systems ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANG$� 'D BY MUST BE KEPT ON 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 Validation Checklist - Hardcopy Received F4F673Q R13 401 17 41 CpI Ni rninen,pdf 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 THESC PLANS AND ALL PROPOSCD WORK ARE SUBJECT TO ANY COPRECTIONS REQUIRED BY PICLD INSPECTORS THAT MAY BE NECESSARY IN ORD29 TO COMPLY WITH ALL APPMADLE CODES. http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDqu8obl%2flZm... 11 /20/2017 'Florida Building Code Onlin- -, 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 08/1/2017 V1 T q F 08/18/2017 I 08/24/2017 FLI LE (MV 10/10/2017 10/17/2017 FL # Model, Number or Name Description 16730.1 Ever -Guard TPO Single Ply Roof Thermoplastic polyolefiln single ply roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI 730 Rl11 2017 08 FINALAl ER GAF EG TPO HVHZ FL16730-R33.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 HVH7 FL16730-R13.odf Created by Independent Third Party: Yes Pack nett Contact Us :: 2601 Blair Stone Road. Tallahassee B. 32399 Phone: 850487-3824 The State of Florida is an A vEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AcceS5lbibty Statement :: Refund Statement Under Florida law, email addresses are public rea is. If you do not want your a -mall address released in response m a public -records retuest, do not send lectronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any guestlons, please contact 850.487.1395. *Pursuant to dlon 455.275(1), Florida statutes, eBechve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if ley have one. The emai s provided may be used for official communication with the licensee. However email addresses are public remm. If you do not wish m ly a personal address, please provide the Department with an emall address which an be made available to the public. To determine if you are a licensee under chapter 455, F.S., please click lb 1 . Product Approval Accepts: M M ® RE M SCCIlrtl?'hi6-1'R1C5 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8ob101o2fIZm... 11 /20/2017 Drawing Report Indrio Crossings - Alternate Bid I - Reroof GAF TP-O 8/18/17 Section: Entire Job Page: Rooms I 1*� A■ 7 g C 0 Tecta America South Florida -1431 SW 30th Avenue Deerfield Beach Florida Phone: 954419-9339 Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section' C: (Low Sloped Roof Svidem) FIR, In Speclfb; Roof Assembly Components and Identify Manufaqurer (Ha 6orripaneM M irorired, IOerrtlfy ae'NA� System Marttdaduer. cnF NC)ANa. F116736R72. Design Wind Preaewas, From RAS 128 or Calculations: P 1=1 a7.80 'per $3A2 . Prl ea B5A1 Meic D.aslgn PreWre, From the Spsi fie NOA Deck. - TYPe- LWIC over Steer am-, 22 ga Slope. 1/4"hi min - AndrotlBeseSheet6Ntr:ofPly(a): NA - AnchodBase Sheet Fasten Material: Insuaton Base Layer NA N- - Bats Inswetion Sze arw Thidmess- NA Base Irssikon FastenerlBondag Mafertrai: Topinstrlaticirti er. Dens Deck Top Insulation Stze and Thldarasr 4X4z1/2 Top Insul fon FastenerAWWing Materiel #15 Fastener Base Snest(s) & No. or ply(s)-NA _ - Baca Sheet Fastener/BorWing Material . - NA . PlySheet(a)A No. of Ply(s); Pry Sheet NEesteneriBomcling Material: ppy To:aGa/t►AFFa60 Mil TPO Top Ply Fif16,FIrKft Meterial - . asttsoar Sts(adng: NA Fastener Spseing for Anchorl6sp Shoat AftachnWi tt See IEngineerinq 114" sheet.width F7e14: s' 'ae®L>ap,llRowa_�'_ orS. 42"sheet width Pertmeter 10'oo@Lap, .eRom _(t3 00 42" sheet width: Comer 1v'oo®Lep.0Rbws_@_ oe Number offesteners Per lnsulaho'n dowd P�elimi .Fastened 4 fasteners per 4z8 board Fleld _ Perimeter _Comer Illusfraia Components Noted and D"s as -Applicable: WoodWocking. Gutter, ' Edge Termination; Stripping,. Flashing, Continuous C;aA Corti Strip. ', Base Flashing, Counter- Flashing, C 104 Etc.. .. . Indlrol: Mean Roof Height Parapet Height; Height of Base Fla ping, Component Material, Materiel ThIcknese, Fastener Type, Fastener. Spacing or Submit Menuradurere Details that Ccmply with RAS 111 and Cho . 24 ga coping fastened 12" oc w/ 1110, fasteners 22 go deat fastened w/: 129a annular roofing nails 4" Top Ply 6 Insulation, -jr Lightweight - Over Steel Deck- �- New Gutter 8 D Spout.. See Detail ' I I I Fr.I 3r+ TECTAr,,MERICA South Florida, Inc. Florida Product Approval IN E rim I MA M /HIM@ Tecta America South Florida Inc. 11431 SW 30th Avenue, Deerfield Beach, FL 334421 T. 954.419.9339 F: 954.419.9337 tectaamerica.com Exterior Re searchand Design, 03 d/6/a Trinity ERDCert. �� Prepared bv: AuthoRobert lz� 01-1 EVALUATION Prepared bv: Rohert Nleminen, PE-59166 (, 8 )7663411 Evaluation Report 01506.12.13-1-R13 for FL16730-R32 Revision 13: 02/16/2017 Appendix 1, Page 1 of 84 eJI RlNIW I ERD The following notes apply to the systems outlined herein: i 1. The evaluation herein pertains to above -deck roof components;. deck -attachment details pertaln to 'as -tested' conditions under TAS 114, Appendix 1. Roof decks shallbeIn 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: ➢ Wood Deck: Drill-Tec 912 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel Plate, Drill -Tee 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),. Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 3S. Min. 0.75-Inch plywood penetration or minimum 1-Inch wood plank embedment. D Steel Deck: Drill-Tec #12 Fastener, Drill-Tec H34 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) 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. ➢ 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 3 In. 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 35. Minimum 1.25-Inch. embedment. Fasteners Installed with a pilot hole In accordance with the fastener manufacturer's published installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perllte, gypsum -based roof board or mineral wool roof board that meets the OA 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: Recover Applications: ➢ FBC HVHZ approved Expaned polystyrene (EPS) meeting or ➢ FBC HVHZ approved Extruded polystyrene (XPS) meeting or ➢ FBC HVHZ approved XPS Fan -Fold Recover Board with plastic exceeding TAS 110 and ASTM C578, Type IX, nominal 1.8 Ib/ft2 exceeding TAS 110 and ASTM C578, Type IV, minimum 1-Inch facer meeting or exceeding 7A5 110 and ASTM C578, Type IV, density and minimum 25 psi compressive strength. thick and minimum 25 psi compressive strength. 3/8-Inch thick and minimum 25 psi compressive strength. D FBC HVHZ approved Expanded polystyrene (EPS) with plastic ➢ FBC HVHZ approved Expanded polystyrene (EPS) with plastic ➢ 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, 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. ➢ FBC HVHZ approved EPS Recover Board with plastic facer meeting or exceeding TAS 110 and ASTM C578, Type IX, 1/2-Inch thick and minimum 25 psi compressive strength. TOPCOAT- FlreOut- Fire Barrier Coating, VersaShleld® Flre-Resistant Roof Deck Protection or VersaShleld• Solo"' Fire -Resistant Slip Sheet, installed in accordance with GAF published Installation instructions 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 sealed by a qualified design professional. S. Preliminary insulation attachment for System Type C-2 and D= Minimum fourfasteners per 4X 8 ft board or minimum two fasteners per 4 x 4 it board. 6. Unless otherwise noted, Insulation adhesive application rates are as follows. Ribbon or head width Is at the time of application; the ribbons/beads shall expand as noted In the manufacturer's Published Instructions. ➢ Hot Asphalt (HA): Full mopping, 25-30lbs/square. ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5=Inch ribbons, 12-Incho.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,1 gal/square. ➢ OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. using PaceCart or SpotShot. Note: OlyBond Classic or OlyBond 5GO Green maybe used In place of OB500; ➢ Note: When multiple layers(s)ofInsulation 'and/orcoverboard are Installed in ribbon -applied adhesive, board/ointsshall be staggered. ➢ Note: The maximum edge distance from the adhesiveribbon to the edge of the Insulation board shall benot 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 polylsocyanurete 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 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 material listed in the table. Exterior Research and Design, U.C. d/b/a TrinityI ERD Certificate of Authorization a9503 � � � FBC HVNZ0V766-34 ON Evaluation Report 01506.12.1Appendfor FL3673 of 84 Prepared by: Robert Nieminen, PE-S 66 GAF; (600) 766.34IO Revlslon 13: 02/16/2017 Appendix 1, Page 2 of 84 D Hot Asphalt (HA): TRINITYERD D GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP- -117.5 psf (Min. 1.0-inch thick) '> LRF Adhesive M (LRF-M): MDP = -2325 psf (Min. 0.5-Inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH POIyIso Insulation, EnergyGuard Ultra Polyiso Insulation, ➢ OlyBond 500 (OB500): EnergyGuard NH Ultra Polyiso Insulation) > OlyBond 500 (OB500): MDP = -315.0 psf (Min. 0.5-Inch thick EnergyGuard RH or RN) MDP.= -487.5 psf (Mtn. 0.5-Inch thick EnergyGuard RA) > OlyBond Boo (OB500): MDP = -2925 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) 8. Bonded polyisocyanurate Insulation boards shall be maximum 4x4ft. 9. Perimeter and corner 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. "This extrapolation is notpermittedforsystems marked with an"tedW. 10. .For assemblies marked with an asterisk•, the maximum design pressure (MDP) limitationlisted shall be applicable to all roof pressure zones (i.e., field, perimeters and comers). 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 bythe Building Official, a revised fastener spacing —prepared, signed and sealed by a qualified design professional —may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations In compliance with Roofng Application Standard RAS 117 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 TAS124. 13._ For System Type D, steel deck applications, the roof membrane shall be run with Its length perpendicular to the steel deckflutes. 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 maybe Installed prior to roof cover Installation when using System Type C-2 or any System Type D or a separator sheet maybe Installed prior to roof cover installation when using any System Type D. The separator component shall be documented as meeting FBC (HVHZ)1516 and, forfoam plastic, FBC Chapter 26, when Installed with the roof cover In Recover applications. > Separator Board Option for Recovers stem Type C 2 or System Type O Min. 0.5-Inch Ener Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof insuard iulationso l Ener EnergyGuard RH HD and NH Polyiso Insulation, EnergyGuard H RA, EnergyGuard Insulation, n, EnergyGuard Ultra Polyiso lnsulatlon, EnergyGuard HD Plus Polylso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch De s De k, DensiDeck Primeso ,ISECUROCK Gypsuum-F bier Roof Board or SEROCK NH Glass - Mat Roof Board. > Separator Sheet Options for Recover System Type D EverGuard Polymat Separation Layer (3 oz/yd') or EverGuard Polymat Cushioning Layer (6 oz/yd'). " I5. For systems where speclflc lightweight Insulating concrete (LWIC) is referenced, refer to current LWIC Product Approvalfor specific deck construction and limitations. Unless otherwise noted, for systems where / specific LWIC is not referenced, the minimum design mix shall be 300 psl. 16. Side laps for 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 relates to either. method. Ay;7 Extedof Research and Design, LLG d/b/a TdnitylERD Certificatey: AuthRobert Nleon 99503 Evaluation Report 01506.12.13-1-R33 for FL36730-R11 Prepared by: Robert Nleminen, PE-59166 FBC GAF (800) 66-34 1R Revision 13:02/16/2017 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 are as follows: i EverGuard TPO tve�u= rPO #2121 Bonding Adhesive (#1121 (#1121) Contact (both sides) 0.8to1.Ogal/square/surface. For use over SECUROCK Gypsum -Fiber Roof Board, the application rate changes to 1.2 to 1.67 gal/s /surface EverGuard TPO EverGuard WB181 Bonding Adhesive (WB181) Contact (both sides) To Polylsoty - at 0.63 gal/squaretand roof cover underside or EverGuard TPO EverGuard Low VOC TPO Bonding Adhesive (L- aDensl 0.21 gal/square. To ens DeckbPrime SE_CUROCK Gypsum Fiber Roof Board at 0.63 to 0.75 gallsquare and roof miter underside at 0.21 to 0.25 al/s uare VOC) Contact (both sides) 0.46 gal/square/surface EverGuard TPO EverGuard 1 Fu 6 bquare Low VOC Bonding Adhesive TPO 3-S uare) Contact (both sides) 0.84 gal/square/surface EverGuard TPO FB Ultra I GAF LRF,Adheslve M (LRF-M) or LRF Adhesive I I i-Inch witle ribbons spacetl as noted in tables herein. Note: The adhesive ribbons are iocated directly over 0 (LRF-0) Wet lay (substrate) the adhesive ribbons used to secure the insulation when the cover is bonded to insulation less than SS -Inch thick. 28. The "Triposite Roofing 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 GAF FlexPly 6, followed by asphalt-applled 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. GLAS 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 #75 Base Sheet, Tri-Ply #75 Base Sheet or GAFGLAS #80 Ultima.Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. 20. EverGuard Extreme TPO may be used as an altemate 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.* EnergyGuard NH POMso Insulation; > EnergyGuard Ultra Polyiso Insulation * EnergyGuard NH Ultra Polyiso Insulation; ➢ EnergyGuard HD Polyiso Insulation * EnergyGuard NH HD Polyiso Insulation; > EnergyGuard HD Plus Polyiso Insulation * EnergyGuard NH HD Plus Polyiso Insulation. FmILE COPY Exterior Research and Design, U.C. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 FRCHVHLEVALUAmON GAF; (800) 766-3411 Evaluation Report 01506.12.13-1-R13 for FL36730-R32 Revision 13: 02/16/2017 Appendix 1, Page 4 of 84 22. Vapor barrier options for over structural con r v' 1 RINI e � 'ERD c ete deck with adhered Insulation carry the following Maximum Design Pressure (MDP) limitations The lesser of the MDP listings below vs. those In Table 3A applies: 'VAPoaBApaIER OPDONS STRUCTUpAtiANCRETE DE[x ADHERFD INSODITION PERTABlEN - DU, �i Option W 1 2A 2B 2C 2D 2E 3A 3B Primer Matrix 307 Premium Asphalt Primer or ASTM D41 primer 'I One or two Matrix 307 Premium Asphalt Primer or ASTM D41 primer Matrix 307 Premium Asphalt Primer or ASTM D41 primer I One or 4D I Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold 20 Smooth 4E Matrix 307 Premium Asphalt Primer or M I V41 primer Ruberold HW S n 4F I Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two piles, GAI Hot asphalt applied Base !b I Hot asphalt applied Hot asphalt applied 102 Hot asphalt applied Insulation Adhesive MDP(psf) Hot asphalt -360.0 GAF 2-Part, 12-Inch o.c. -169.0 GAF 2-Part, 12-Inch O.C. -180.0 GAF 2-Part, 12-Inch o.c. 1 -250.0 GAF 2-Part, 12-Inch o.c. 1 -2625 LRF-M, 12-Inch mc. OlyBond 500, 12-Inch o.c. OlyBond 500 12-Inch o 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. c. -495.0 -2025 -352.5 Exterior Research and Design, LLC. d/b/a TrinkylERD Certificate of Robert tion 49503 Evaluation Report 01506.12.13-1-R33 for FL36730.R32 Prepared by: Robert Nieminen, PE-59166 FBC HVH2 EVALUATION GAF, (800)766-3411 Revision13:02/16/2017 Appendix 1, Page 5 of 84 S `TABLE2B-2; UGHTWEIGHTCONCRETE DECKS NEW.CONSTRUCTION, REROOF,(TEAq-OFF);On.RECOVER• ' TRIiVIlYIERR SYSTEM TYPEC=Z?MECHANICALLY AT YACHEOINSULATION;PL ii--BONbtD'R00F;COVER:, System, Deck LWO NO• (Note 11 (Note 15) Insulation Layer Attachment Fasteners(Note4) Density Roof Cover T Min. 22 ga., type BV, Grade Min. 200 psi, min. 2- (Optional) One or more layers, Drill-Tec XHD and Drill-Tec -ill-Tec Rhino LWC-32: '33 steel; 6'spam; 5/8-Inch inch thick cellular any combination, preliminarily RhinoBond TPO %HD Plates Max.2a-Inch o.c. In rows XHD Plates or DrEverGuard TPO ill-Tec Ahlnoonded to rBond TPO XHBond TPO D TrTPO ead lightweight insulating attached read Safe - min. 2 or Ddll-Tec RhlnoBond TPO spaced max. 30-Inch d.c. Safe Plate` with RhinoBond Portable Bonding T Puddle welds, 6" o.c. (T _ concrete. inch thick insulation) XHD Tread Safe Plates TABLE 4D:LIGHTWEIGHT CONCRETEDECKS=NEVjYCONSTRUCTION, REROOF(TEAa OFFII ..........oa RECOVER•' System Deck" LWC • =SYSTEM TYPE D•1: MECHANICALLY ATTACHE®.ROOF' COVER.(iicaoucH LWICSo.ENGAG85T5u No. cfuniLL DEcg)ti , • - Insulation '(Note 1) (Note 15) T .Boot Cover - YP° Attach Membrane Fasteners(Note 4)- MDP Min. 22 ga., type BV, Grade 33 MIn.200psllular 2- Attachment (psfl Inch thick cellular (avers, an) One orcombination, more EverGuard Drill-Tec XHD with Drill-Tec ato, Din. LWC-33. welds,"" ans, 5/8-Inch paddle layers, any comhination, Prelim. TPO or Double Barbed XHD Plates, Drill-Tec 12-inch o.c.within6-Inchwidelapsspaced54- welds,6"o.c. Ightwelght insulating min. 0.25-Inch attach EverGuard Eyehook AccuSeam Plates or Drill- inch o.c. and sealed with a l.5-inch heat weld. concrete: TPO F8 Ultra Tec2-3/Sin.Barbed XHDPlates -450 Min. 22 ga.; type B, Grade 33 FBC HVHZ approved (Optional) One or more Drill-Tec XHD (steel only) or Drill. LWC•34. steel; 6'spans, TmW5 screw cellular lightweight layers, any combination, Prelim. EverGuard Tec 414 Fasteners(concrete only) Fastenedthrough to engage structural deck, 6- 6' o.c. or structmral concrete Insulating concrete min. 1-Inch attach TPO FB Ultra with Drill-Tec 23/8In, Barbed XHD Inch o.c. within min. 6-Inch wide laps spaced 114- -45.0 1122 ga. type B, Grade 80 FBC HVHZa roved Plates Inch o.c. and sealed with a 1.625•Inch heat weld. PP (Optional) combs mare Prelim. EverGuard Drill-Tec SXHDwith Drill-Tec LWC-35. steel; 6'. spans, Traxx/5 screw cellular lightweight layers, any combination, Fastened through to engage structural deck, l2- 6"o.e. 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 Min.22ga.,type.B,Grade80 FBCHVHZapproved (Optionaq Oneor more Inch c.c. and sealed with a LS-Inch heatweld. UTIV . steel; 6'spans, Tma/5 screw cellular"" eight layers, any combination, Prelim. EverGuard Drill-Tec XHD with Drill-7ec23/8 in. Fastened through to engage structural deck,6. 6" o.c. Insulating concrete. min. 0.25-Inch attach TPO Barbed XHD Plates or Drill-Tec 21n. Inch o.c. within S-inch wide laps spaced 115-Inch BV Double Barbed XHD Plates. O.C. and sealed with a 1.5•inch heatweld. -52.5 MIn.22ga., steel; spam,5/,One or Drill-Tec XHD with Drill-Tec 2-3/81n. LWC-37. puddle welds -o.c. s,5/e' MIh this Psi, tuell (Optional) an) combs more Prelim. EverGuard Barbed XHD Plates, Drill-Tec through to engagestructuraldeck,6- InchthickElastizell layers, any combination, Fastened throw puddle welds 6"'o.c. min. 14nch Attach TPO Eyehook AccuSeam Plates or Drill- Inch O.C. within 6-Inch wide laps spaced 114-Inch -52.5 Tec 2 in. Double Barbed XHD Plates 01 and sealed with a 1.5-Inch heat weld. Min. 22 ga., type B, Grade 33 FBC HVHZ approved (Optional) One or more Drill-Tec XHD steel only) or Drill• LWC-38. steel; 6'spans,Tmxx/5 screw cellular lightweight layers, any combination, Prelim. EverGuard Tec 414 Fasteners (concrete enly) Inchgmin�6--Inch wide laps sengage 1paced� 6" o.c. orstmctrural concrete .insulating concrete min. 1-Inch attach TPO FB Ultra with Drill-Tec 23/8In. Barbed XHD Inch o.c. min. 6-Inch space heat 60.0 Min- 22 ga., type BV.(0,5%), .MIn. 330 I,min. 2- Plates weld. Ps (Optional) aq One more prelim. EverGuard Drill-Tec with Drill-Tec In. LWC-39. puGraddle weld ""'spans, 5/6" -Inch thick Celcore layers, any combination; Fastened through to engage structural deck,6- -paddle welds 6" o.c Cellular Concrete min. 0.25-Inch attach TPO Barbed XHD Plates Inch o.c. within 6-Inch wide laps spaced 90-Inch -60.0 Min. 22 ga., type BV(0.591), MIn. 330psLmin. 2- (Optional) One or more o.c. and sealed with a 1.5-inch heat weld. LWC-40. Grade 33 steel; G'spaos, 5/8" inch thick Celcore layers, any combination, Prelim. EverGuard Drill-Tec XHD with Drill-Tec 21n. Fastened through to engage structural Tack, 6- addlewelds6 oa Cellular Concrete attach TPO inch O.C.within G-inch wide laps aced 114-Inch Tn. Double Barbed XHD Plates P P -60.0 �., ge 22ga;type 8'�Grade;80r FBC HVHZ approved (Optional) Oneormore oc and sealed with a 1S-Inch heat weld. Ley steel 6�tspaa4s;TrWxf cr y cellular lightweight layers, any combination, Prelm EverGuard:prut_TecXHD,withDnll-Tec231410; I4astenedthrnugh ngagestmg=.,� .1 6ro.c.,r- insulating concrete min. 0.25-Inch :attach SPO 68ar6er1gIEIate /�•'�---•-+' IIncho•°• within`&Inch wide laps s De 5 d ec K (p 0 M ' ( l°•c•.andsealed,Iyit'h ach hea Erterior Research and Design, LLC d/b/a TrMRyIFBD Autho PreparedCertificatbV: Robetization Nlemiit9503 ,,,ff``r;;;***,,s ��Fjjj±±±��^��Evaluation Report 01506.12.13-1-R13 for R16730-R32 Prepared by: RobertNleminen;PE-59166 19LE �E,1*W._Y76I ALUATON Revision 13: 02/16/2017 Appendix 1, Page 57 of 94 Lab Report No. 127553A-4 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY CA # 30448 Lab Certificate # 17-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 =DATE. --August 17, 2017 � • . COMPANY NAME: Tecta America PROJECTADDRESS: 4880 - 4882 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. FIELDTECHNICLIN.Angelo Blanco EQUIPMENT INFORMATION: Test Apparatus: Com-Ten FGC 2000 / SP 1-1KD-RS r Deck Type: - Wetal Min Characteristic n 1'✓ 275or,abo`.v& , Resistance Force: See following pees for more details. DISCLAIMER All roofpen41MARY erformed by Florida Tec, Inc. in order to perform the required number of tests will ONLY be sealed on a lim' eVnd basis. Contractor and/or owner are responsible to perform permanent repairs to avoid any roof leaks. P.E. 10735 SW 2161^ St. Unit 416 Page 1 of 3 Tel: 305-256-4550 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net FLORIDI TEC PROVIDING SOLUTIONS TOi ROOFfNG Woos Ry FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof ffl;04vffi FHLE Area: Ww COPY BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: SOFT Second Largest Dimension: 38FT Total Roof Area: 2840FT2 Squares:E 28 DECKTYPE FASTENER INSTALLATION INFORMATION FastenerType: Is the fastenera self -driller? TESTINFORMATION Number of tests conducted: Component to be secured: Pre -drilled? Metal #15XHD Fasteners YES S"Sheet Anchor or YES , _�arj Offifnittal'Failure <ieRPer�iniete oCot�n, .er,Atea n :.Number- =ldentl0er_ .::=.Load. Ib 1 A 392 Comer 2 385 Perimeter 3 376 Comer 4 _ 417 Field,. 5 470 Perimeter 6 426'. Field ' 7 421 Perimeter Field - 9 401 Comer 10 , , 395 " Comer.. STATISTICAL ANALYSIS• Mean Failure Load: - Sample Standard Deviation: Min. Charasteristic Resistance Force: 409.30 Sr— 26.73 F'= 390.19 10735 SW 21611 St. Unit 416 Page 2 of 3 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 ROOF SKETCH: FLORIDA TEC PROVIDING SOLU77 igTHE ROOFING INDUSTRY Roof Are Grouni Is • 80' 5 s 6 • 10 $ ! No 38' 3 7 �I -�, +-w� � d•� gyp/' 10735 SW 216th St. Unit 416 Page 3 of 3 Tel: 305-256-4550 Miami Fl.33170 www.FloridaTEC.net Fax: 305-256-6833 r I FLORIDAI TEC PROVIDING SOLUTIONS TO THEII� RoanNG/NDusr y DATE: August 18, 2017 CoMPANYNAME: Tecta America PRo1ECTADDREss: 4880 - 4882 N Kings Hwy, Fort Pierce ASCE 7-10 Lab Report No. 127553E-4 C.A. # 30448 Lab Certificate # 17-0703.01 Input Parameters: Directional Procedure A11 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 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 = 80.00 ft Bldg Width Across Ridge= 38.00 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" = = 3.80 ft Description Width SPen Area Zone Max Min Maz P Min P ft ft ft-2 GCp GOP Pee 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 Spacing Calculated In Accordance WithRAS-137 Svstem'1WDe:LWC-41 f�I17 DesignPressuri, :S24astener" FVi',, Deck•`Type +' Elevated PressIoreZone Fasteners Spacing Sheet Width (inch) Field. 3Z80 6 114 .. Pel eter. 63:42 ' 10 42 95.45, 10 42 Since Jorge G e7, P.E. Lic. 0 42 1 11 Perimeter Wrdth (inch) _45.5 10735 SW 216'h St. Unit 416 Page 1 1 Tel: 305-256-4550 Miami FL33170 www.FloridaT Fax: 305-256-6833 EC.net