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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Onlih ' F Page 1 of 2 ;SCA dT s 5 = C < County �ness� 'Pro#ession�#egylior� •� � .pa�afi ero ��a MS Home Log In User Registration Hot TopIts S.b.it Surch.M. I Stats & Fa= publications FBC Staff BC1S Site Map I Unks SaaarO dr. �pr , RUSER: Polak User t 1. � • � s • I 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 FL16730-1113 Revision 2014 Approved ra 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 TechnicalQuestionsGAF@gaf.com Roofing Single Ply Roof Systems V. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL ALN!EN ?D BY DATE 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 2 Validation Checklist - Hardcopy Received FL1R13 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard TAS 110 TAS 114 TAS 131 Vear 2000 2011 1995 Equivalence of Product Standards THESE PLANS AND ALL PROPOSED WORT( Certified By ARE SUBJECT TO ANY COPMECTIONS Sections from the Code REQUIRED BY FIELD INSPECTORS THAT IVIAY BE NECESSARY IN ORD2R TO COMPLY WITH ALL APPLICABLE CODES. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl`/`2flZm... 10/ 13/2017 Florida Building Code Onlit,, Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I i Method 1 Option D 08/17/2017 f: FUM "L �� as �-F-x .. f t FF 17 FL # Model, Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyolefin single ply roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16730 R13 II 2017 OB FINAL AT ER GAF EG TPO HVHZ FL16730-R 33 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 R33 AE 2017 08 FINAL ER GAF EG design pressures. 2.) Refer to ER Section 5 for Limits of Use. TPO HVHZ FL16730-R33.odf Created by Independent Third Party: Yes Back Nezt Contact Us :: 2591 Flair Stone Road, Tallahassee F 32399 Phone: 850 487-1824 The state of Ponds is an AAIEEO employer. Ccevricht 2007-2013 State of Florida.:: Privacy Statement:: q c=.dhill�atement;; Refund Statement Under Honda 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 mall to this entity. 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 pMvWe the Department with an email address If May have one. The emails provided may be used for official communlmtlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under chapter 455, F.S., please dick here . Product Approval Accepts: ® = ® 9H 03 Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm... 10/13/2017 Drawing Report Indrio Crossings - Altemate Bid I - Reroof GAF TPO 8/18/17 Section: Entire Job Page: Roof H M,19 i 8/25/2017 _ Page 5 Tecta America South Florida 1431 SW 30th Avenue Deerfield Beach Florida Phone: 954419-9339 Fax: 954-419=9336 Florida Stillding Code Sth Edition (20141 High -Velocity Hurricane Zone Uniform Permit Application Form 6060 ei C &6W Slot�ed Roof System) Fill in Spechic Roof Aslwsmby Components and ldlim ft kinRufat hirer (If a oompodetd Is not Wed. Ideriffy As &NA@) SydomMa lillW AF - NDA No4 FL1673"12 - Deslpri Wllyd Prey ee From RAS 128 or Cdculatlom: Pmad: 37.e0 P=X2 33A2 pmW: -05A5 Melt DeblpnPrilrre Mon SsSpeditNOA SJrsUm: o - t WIC avm 6leet ,Dock CatgemkJctesa: 22 ga' . 1/4"/ft min Andtor/sece Shust 6 No. of pry(s). NA An&mfi ale ShM FsstonodBondIng Material: instrletltxt Base arm' NA NA Baca IrtaWation 8me and Tm*,nasa: NA Base Ittsl�cit Fatstener/Bortmny Material: . .. Top lttaldaffonLeyer:- Dens'Ded Top Inw11aadonSize andThldmess X1/2 Top.lrtw r Fastenoos d Beae Sheegs) a No, of pfAllyh A .• . Base Shalt Fashmer/Bondi g Matelot -NA PlySheetiNo.61Ply(s): NA Pi SMe�Smnedaomm�g Mtatedel Top Pty GAF 60 Mil TPO Top Ply Fe�sttsgspeg�/ ggpnding Material: nt5Fadsteoner - stafadng: Fastener Spacing far AnchorMase Sheet Aftichmitint See Engineering 114' sheet width Fib 6 'oc@Lop, # Rom _go- cc 47"sheet width Pedmeter- 9 :co®t,ap,'#Rowa_db-1 oe 47" sheet width Corfter. 9' 'x®teD.#Rows_ oc Number of F"Wri ers Per Insulstlon Board Preliminary Fastened 4 fasteners per US board Field _ Perimeter _Comer Illustrate Components Noied and Dataft as Applicable- Woodwocift; Gutter, Edge Termination, Shipping. 'Flashing, Contlnuous. Chet, •Gird Ship; Base. FleahNg, Counter- Flashing, Coping. Eta IndIRM:'Mean Roof Helots, Parap®! HeW, Height of Base Flashing, Component Material; Materiel Thicknese, Faatener Type, Fastener Spuft or Submit Manuredurem Details that Comply with RAS 111 and Chat w ' 24ga coping fastened 12'oc w/ pl0 fasteners 22 ga deal fastened w/ 129a annular roofing nails 4' oo. Fr. 13r+ Tap Pb 8, J .. Insula0on Fr. - l Meats Roof. New Glitter 8 D Height Spout. See Detail IECIti WERJCA; South Florida, Inc. t Florida Product Approval Tecta America South Florida Inc. 11431 SW 301h Avenue, Deerfield Beach, FL 33442 1 T: 954.419.9339 F: 954.419.9337 1 tectaamerica.com Exterior Research and Design, LLG d/b/a Trinity)ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166, F A�' AWATION )766-3411 Evaluation Report 01506.12.13-1-R13 for F116730-R32 Revislon 13:02/16/2017 Appendix 1, Page 1 of 84 The following notes apply to the systems outlined herein: ',,JTRINIWI ERD 1. The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendlxl. 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: ➢ Wood Deck: Drill-Tec 812 Fastener or Drill-Tec 914 Fastener with Drill-Tec 3" Standard Steel Plate, Drill -Tee 3" Steel Plate, Drill-Tec 3 In. Ribbed Galvalume Plate (Flat) or Drill-Tec ACCUTracFlat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only), Orlll-Tec ASAP 35 or Drill-Tec Heavy Duty ASAP 35. Min. 0.75-Inch Plywood penetration or minimum 1-Inch wood plank embedment. D Steel Deck: DrIII-Tec n12 Fastener, Drill-Tec 414 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. D Structural concrete: Drill -Tee B34 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate; Drill -Tee 3' Steel Plate, Drill-Tec 3 In. Ribbed Galvalume Plate (Flat) or Drill-TecAccuTrac 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. & Unless otherwise noted, Insulation may be any one layer or, combination of polyisocyanurate, polystyrene, wood fiberboard, partite, 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) 2516 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover. Refer to GAF published Installation instructions for details and requirements regardingthe use of FBC HVHZ approved polystyrene Insulation in EverGuard• roofing'syscems: Insulation: High Traffic Applications: ➢ FBC HVHZ approved Expaned polystyrene (EPS) meeting or D FBC HVHZ approved Extruded of Recover AppRcatlons• exceeding TAS 110 and ASTM. C578, Type IX, nominal 1.8 Ib/R2 exceeding TAS 110 and ASTM C578, Type eIV, minimum meeting h facer Hme tingVHZ Porrvexceedinged XPS aTAS 10 and RecoverBoard rC578,t Types IV, 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 a 3/8-iHVHZ approved ed EPS R 25 cover Compressiveandmeeting or e facer meeting 0r exceeding TAS 110 and ASTM C578, g or approved Expanded polystyrene (EPS) with plastic D FBC HVHZ approved EPS Recover Board meeting or exceeding Type ve facer meeting or exceeding TASminimum ISO and ASTM compressive Type IX, TAS 110 and ASTM C578, Type IX, lira -Inch thick and minimum 25 nominal 1.8 Ib/k2 density and minimum 25 Psi compressive minimum 1-inchthick and minimum 25 psi compressive strength. psi compressive strength. strength. ➢ FBC HVHZ approved EPS Recover Board with plastic facer meting or exceeding TAS 110 and ASTM C578, Type IX, 1/2-Inch TOPCOAT• FlreOut" Fire Barrier Coating, VersaShleld® Fire -Resistant Roof Deck Protection or VersaShleld• Solo Fire -Resistant Slip Sheet, Installedln ack and minimum 2S Psi co II t pressi en nstructions and firee h. resistance certification listings, may be used as a non -load -bearing, fire -barrier/ slip -sheet Component within any system Outlined herein. accordance with GAF 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 1 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 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 the manufacturer'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,1 gal/square. D 01yBond500(OB500): Continuous 0.75 to I -Inch wide ribbons, l2-Incho.c.using PaceCartorSpotShot. Note: OlyBondClassic or01yBond500Green maybe used inPlace of0B500. D Note: When multiple layers(s)o/insulation and/orcoverboardare Installed lnribbpn-appliedadhesive, boardjolntsshag bestaggered. D Note., The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be notless than one-half the specll7ed ribbons spacing. 7. Unless otherwise noted, all Insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. to nocase shall these values be used to nncrease'the MDP listings in the tables; rather If MDP listing below meets or exceeds that listed for apart system In the tables, then the thinner board listed below maybe used as a drop -In for the equivalent thicker material listed In the table. Exterior Research and Design, LLC d/b/a Tnnhy)ERp Certificate of Authodiation 09503 E�� Evaluation Report 01506.12.13-1-R13 for FL16730-R32 Ft Prepared by: Robert Nieminen, PE-59366fyt� Ft2LVALUATION Li G 4800) 766-3411 Revision 13: 02/16/2017 tE37 Appendix 1, Page 2 of 84 D Hot Asphalt (HA): MDP- -240.Opsf D GAF 2-Part Roofing Adhesive (GAF 2-Part): MOP = -1175 psf D LRF Adhesive M (LRF-M): MDP = -2325 psf D OlyBond 500(OB500): MOP =-315.0 psf D OlyBond 500 (OB500): MDP = -497.5 psf D OlyBond 500 (OB500): MDP =. -2925 psf Min. 0.5- 1N1TY 1 Inch thick) ERD (MIn. 1.0-Inch thick), (Min. OS -Inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH P01YI50 Insulation, EnergyGuard Ultra P0IYis0 .Insulation, EnergyGuard NH Ultra Polylso Insulation) ...... ...............o..,u _. ___._ _..... 8. Banded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft. Polyiso Insulation, Type D. 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 RA6 117 and/or RA51376yaqualiFled design professional. 'MIS extrapolation Is not permlttedJorsyrtems marked with an OsteHsk•. 30. 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'Said,revised fastenerspaclog shall utilize Should the fastener resistance be less thanthat required, as determined by the Building Official, a revised fastener sp adog—prepared, signed and sealed by qualified design professional — may be submitted. the withdrawal resistance value taken from Testing Application Standard 7A5105 and calculations in compliance with Roofing Application Standard RA5117or RA5137. 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 merino the satisfaction of the AHI, as documented through field uplift testing In accordance with TA5124. 13. For System type D, steel deck applications, the roof membrane shall be run with Its length perpendiculartothe steel deckflutes. 14. For recover Installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applicatlons.usln System separator board may be Installed prior to roof cover Installation when using System Type C-2 orany System Type D or a separator sheet may be installed prior to roof cover Installation when using any System g Type C-2 or or any System Type D, the insulation is optional. Alternatively, a The separator component shall be documented as meeting FBC (HVHZ)1516 and, for foam Plastic, FBC Chapter 26, when Installed with the roof cover In Recover applications: ➢ S�arattlr Board Options for Remver5vste Ts r 2 or Svstem T oe D Polyiso Insulation, EnergyGuard NH Ultra Min. O.S-Inch Polyiso Insulation, Struttodeck High Density Fiberboard d Roof Insulation, EnergyGuard EnergyGuard NH Polyiso Insulation, EnergyGuard RA, Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard EnergyGuard RN, EnergyGuartl Ultra gyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck PrimenSECU OCKard HD'Polyiso insulation, EnergyGuard NH HD Roof Board. Gypsum•Fiber Roof Board or SECUROCK Glass- MatD Separator Sheet Options for Recover System n EverGuard Polymat Separation Layer (3.oz/ydz)or EverGuard Polymat Cushioning Layer (6 oz/yd'). 15. For systems where specific lightweight Insulating concrete (LWIC) Is referenced, refer to current LWIC Product Approval for spedFlc deck construction and limitations, Unless otherwise noted, for specific LWIC is not referenced, the minimum design mix shall be 300 psi. systems where 16. Side laps for EverGuard Freedom TPO wlth.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. kTA ErterlorResearN and Design, LLC d/b/a Tdnity(ERp Certificate of Autharizatlan k9903 Prepared by: Robert Nieminen, PE-59166 FBC HVX2 EVALUATION GAF: (800) 766-3411 Evaluation Report 0150612.13-1-R13 for FL36730-R32 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 arTRINRY I ERD FEverGuard brane Adhesive - I EverGuardTPO#3121 Bonding Methotl Rate uardTPO 0.8 to1.0 gal/square/surtaceFoverECUROCK Gypsum -Fiber Roof Board, the application rate #1121) Contact (both sides)changes to l.2 to 1.67 I/s /surtace10 uard TPO EverGuard WB181 Bonding Adhesive.(WB181) Contact (both sides) at 0.63 gal�quaretand reur oof cover undersOide a O.21 gal/squae. To Dty Fiberboard Roof I ens DeckbPrimesorSECUROCK Gypsum6 TPOEverGuard LowVOC TPOBonding Adhesive(L-Fiber Roof Boardat 0.63 to 0.75 gal/s uare and roof rover underside at 0.21 to 0.25 al/s uare Contact(both sides) 0.46 gal/square/surtace uard TPO EverGuard TOO Square Low VOC.Bonding Adhesive (TPO 3-Square) Contact (both sides) .0.84 gal/square/surface - EverGuard Ton ra na.. „_. EverGuard TPO FB Ultra GAF LRF Adhesive M (LRF-M) or LRF Adhesive 1-Inch wide ribbons spaced as noted In tables hereln. Note: The adhe5lve ribbons are located directly over O (LRF-O) 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 GAF2-Part Roo0ne Adh.6.. 1,nre.__„ ... .. thlok. -• •------^, c..m aaem-a[3.751bs/S Strat 18. The "ly 6, followed Roofing system" noted herein vertuconsists of loole-laid GAFGLAS /8" heat Perforated side laps. allowed Base Sheet, followed by asphalt -applied two (2) plies of Ruberold 20 Smooth or three (3) plies of GAFGLAS FlexPly 6, followed byasphalt-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 #75 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 maybe 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 withi nth D EnergyGuard Polylso Insulation e scope of this Evaluation Report: NH D EnergyGuardEnergyGuard Ultra,Polylso Insulation V D EnergyGuard NH UI[ra�Polylso Insulation; UltraPolylso Polylso Insulation; EnergyGuard HD Polylso Insulation a D EnergyGuard NH HD Polylso Insulation; EnergyGuard HD Plus Pol iso Insulation b y EnergyGuard NH HD Plus Polylso Insulation. Exterior Research and Design, U.C. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 FBC HVHS EVALUATION GAF; (800) 766-3411 Evaluation Report 01506.12.13.1-R33 for FL36730-R12 Revision 13: 02/16/2017 Appendix I, Page 4 of 84 22. Vapor barrier options for overstmctuml concrete deck with adhered Insulation carry Option # Primer , I RINIW II ERD Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those In Table 3A applies: ' e Attach Insulation Adhesive I MDP(Psf) 1 Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or twoplies, GAFGLAS#75 Base Sheet Tri-Ply#75 Base Sheet GAFGLAS PI or WtlexPly6 I H applied I Hot asphalt 2A Matrix 307 Premium Asphalt Primer or ASTM D41 rimer p RUber0ldT hfP 2D Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS g75-base Sheet Tri-Ply#75 Base self -adhering GAF 2-Part,12-Inch o.c. -a50. 250.0 2E Matriz 307 PremlumAs halt Primeror As7M D41 timer Rubero dA30 LAS Ply 4, Tri-PI PI 4or GAFGGLAS FIexPty6 Hot asphalt applied 'GAF 2-Part, 12-Inch C.C. 2625 3A Matrix 307 Pfemlum Asphalt Primer or ASTM D41 rimer Ruberold HW 255mooth or Ruberoid HW Smooth Hotas haha Red GAF2-Part,-Incho.c. Torch -a lied -270.0 3B Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base SheetrI-PIY Ply 4 or , Tri.PIy q75 Base LRF-M 12•Inch o.c. -180.0 4A Matrix 307Premium AS halt Primeror ASTM D41 rimer OnderRoof 2 Po esterv...... ed Leak HarrierGLAS FIexP 6 Hot asphalt applied LRF-M, 12-Inch o.c. 495.0 4B Matriz 307 Premium As halt Primer or ASTM D41 rimer Ruberoid Torch Smooth - Self-adherin 01 Bond 90012-Inch o.c. 4C Matrix 307 Premium Asphalt Primeror ASTM D41 rimer Ruberold HW 25 Smooth Torch -a piled 01 Bond 50%12-Inch o.c. 1275 Torch -a lied -185.0 4D Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold 20 Smooth Matrix 102 SBS Membrane 01 Bond 500, 12•inch o.c. -165.0 4E Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold HA Smooth Adhesive at 1.5 gal/s uare OlyBond SOQ.12•Inch o.c. -2025 4F Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS#75 Base Sheet, Tri-Pty#75Base Torch -a Iled OI Bond 500, 12-Inch o.c. 2325 Sheet, GAFGLAS PI 4, Tri-PIP 4or 23. GAFGGLAS FlexP 6 Hot asphalt applied OlyBond 500, 12-inch o.c. "MDP" =Maximum Design Pressure Is the result of testing for wind load resistance based on allowable wind toads. Refer to FBC (HVHZ)1620 and RAS 128 for determination of design wind loads. d52.5 Exterior Research and Design, LLC. d/b/a Tdnity) ERD Certificate of Authorization #9503 _ Prepared by: Robert Nleminen, PE-59166 F6C HVHZ EVALUATION Evaluation Report 01506.12.13.1-R13 for FL36730-R12 GAF; (800) 76r,3411 Revblon 13: 02/16/2017 Appendix 1, Page 5 of 84 % \QYR1N1TYI ERD •• q....�wnwalVr6Lt H1. _••'• •• system Deck LyyD CATION PL4TE•@ANDEORQOFCOVER NO• 'Note 1) (Note 35) Insulation Layer Attachmesrt Min. 200 Psi, min. 2. Fasteners (Note 4) gg Roof Cover MD; MIn. 22getype BV. Grade (Optionaq One or more layers, -Drill-Tec XHD and Drill-Tec IDsf1 33 steel;am,5 Inch Inch thick cellular EverGuard TP0 bonded toDrill-Tec RhlnBntl TPO /8- any combinatiDn,pretlminarily. RhlnoBontl TPO XHD Plates Maz.XHD Plates or DNll-Tec RhinoBond 7P0 %HD7read pudtlle , 6°o.c. lig�elght Insulating attached (Tread Safe In. 2• or Drill-Tec RRlnoBond TPO spacSafe Plates with RhinoBontl Portable Bonding Tool, concrete. Inch thick Insulation -52.5 1 %HD Tread Safe Platei per manufacturers pubikhed Instmttiom. TABLE40::1.IGHTWEfGHT:CON.CRETEAECKS NEy{.CONSTRUGTI9N.RER00 SYSTEM TyF±E Q=1: NIECHAMICALLy pTTACHED.RdOFCOVER (ninouaRlWlGroivcq oEy�'�R RECOVER System Deck° LWC Insulation - C01RAL.OECN)" N0• 'Note l) (NRoo}Cover ote rain. Type Attach Membrane MIn. 22 ga., type BV, Griade 33 Min.?00 Psi, mn. 2- Fasteners (Note 4). AttaNmene MDP LWC-33. steel; 6'spans, 5/8-Inch putldle Inch thick cellular (optlonal)One or more EverGuard Drill-Tec %HD whh Drill-Tec 21n: Will lightweight insulating layers, any combinatlan, Prelim. TPO or Double Barbed %HD Plates, DrilFTec 12-Inch o.c. within 6-Inchwidelapsspaced54- welds, 6" o.c. attach concrete. min. 0.25-Inch EverGuard Eyehook AccuSeam Plates or Drill- Inch o.c. and sealed with alS-Inch heat weld. TPO FB UItm Tec 2-3/81n.Barbed XHD Plates -45.0 Min. 22ga, type B, Grade 33 FBC HVH2 approved (Optlonal)One or more LWC-34, steel; 6'spans,Trewl/S screw Drill.Tec XHD (steel only)or Drill- cellularllghtwelght layers, any combination, Prelim. EverGuard Tec#14 Fasteners (concrete only) Fastened through to engage structural deck,6- fi"o.c. orstmctmral concrete Insulating concrete min. 1-Inch attach 'TPO FB Ultra with Drill - inch o•c. within wide laps 114• -4, MIn. 22 ga.; type 8, Grade 80 FBC HVHZ approved Tec23/BIn, Barbed 50 more_ Plates Inch D.C. and sealed with a 1.625-Inch heat weld. WC-35. 6'D. 6'spans, Traln/S screw cellular lightweight lawyers, any combination, 6"oc Prelim. EverGuard Drill-Tec S%HD with Drill-Tec23/4 Fastened through t°engagestmcturaldeck,12- FecWt approConcreta min.0.25-Inch attach TPO In. Barbed SXHD Plates Inch D.C. within 5S-Inch wide laps spaced 114.5- -45.0 Min.22 ga., type B, Grade 80 FBC HVHZ approved (Optional) One or more LWC-36: stee6'D. 6'spans; Traxu/5 screw cellularlightwelght layers, any combination, Inch D.C. and sealed witha l.5-lech heat weld. Prelim. EverGuard Drill-Frill%HD with Dr111-Tec 23/8 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 D.C. within 5-Inch wide lapss aced 115-Inch Min. 22 ga., type BV (0.5%), Double Barbed XHD Plates b:c. and sealed with a 1.5-Inch hea -52.5 atweld, LWC-37. Grade 33 steel; 6'spans, 5J8° Min. ?�PSI, min.} (Optional) One or more Drill-Tec XHD with Drill-Tec 2.3/81n. Inch thick Elastizell layers, any combination, Prelim. EverGuard Barbed XHD Plates, Drill-Tec Fastened through to engage structural deck,6- puddlewelds6"o.a min.l-Inch Attach TPO .Inch D.C.within 6-Inch wide laps 114-Inch Eyehook AttuSeam Plates or Drill- -52.5 Min. 22 ga., type B, Grade 33 FBC HVH2 approved' Tec 2 In. Double Barbed XHD Plates D.C. and sealed with a 1.5-inch heat weld. LWC-38. steel; 6'spans, Tran/S screw cellular lightweight (Optional) One or more - Drill-Tec%st (steel only) or Drill- Fasteeetl thrcu " elayers, any combination; Prelim. EverGuard Tec#14 Fasteners (Concrete on ghtoengagestructuraldeck,6- 6"o.c. orstmctmral concrete insulating concrete min. 1-Inch attach TPO FB Ultra with Drill- ro) Inch o.c. within min. 6-Inch wide laps spaced Min. 22 Tec23/B In. Barbed XHD 112.5-incho.c. and sealed with 1.625-Inch heat •60.0 "Grade 3ga., type BV (OS%), MIn.330 psi, min. 2- - Plates LWC-39. Grade 33 steel; 6'spans, 5/8 Inch thick Celcore (Optlonaq One or more weld. layers, any combination, Prelim. EverGuard Drill-Tec XHD with Drill•Tec 2'3/81n. Fastened through to engage strtictural deck,6- puddlewelds6"o.c. Cellular Concrete min.0.25-Inch attach TPO MIn.22 ga., type BV 0.5%, Barbed XHD Plates Inch D.C. within 6-Inch wide laps spaced 90.Inch ( ) MIn.330 psi, min. 2- (Optional)Oneor more D.C. and sealed wtha l.5-Inch heat weld. -60.0 LWC-40. Grade 33 steel; 6'spam, 5/6" inch thick Celcore uddle welds6 oc layers, any combination, Prelim. EverGuard Drill-TecXHD with Drill-Tec 2ln. Fastened throdghtoengagestmcteraldeck,6- CcllularCoppm,ncrete min. 0.254nch attach TPO Double Barbed XHD Plates inch D.C. within 6-inch wide laps spaced 114-inch r'�i22&?:_NDR9�G;a`de'80' FBC HVHZ apprpved _ -IWC-41. steel;6� a_ns T (OpUonaQ One or more Ever - oc. and sealed withal.5-Inch heat weld, 60.0 D L slow. cellular lightweight layers, any combination, Prelim. Eve+Guard DrW-Tec XHD wItA;Dnll•Tec 23/4 Vrt •'Fiastenedihrough to en- i Insulatin concrete .. a..y; •--w,_ S?Re stnicturaldeck 6- g min. 0.25-Inch attach yip(1 LBarWd371yD Clates,/-'-"�- -.--r !!iTICAoc.,wIthin6•mchiviile'Fapz spacetl314-inchr �- ek�5�inq II lo.c.amisealedwthal:5inchheatwef0./ Exterior Research and Design,LLCd '�.� Df?v15d ecl:�' CPO T,,,-t Certificate ofAuthori ation#9503 /aT 1_IERD LE Prepared by: Robert Nieminen, pE-59166�� F VHLEVgWATION Evaluation Report 01506.12:13-1-R13 TorFU6730.R12 \ P ; (800j 766.3411 RevisAppendix 13 age 57 of 84 Appendix 1, Page 57 of 84 Lab Report No. 127553A-3 -FLORIDA TE'C PROVIDING SOLUTIONS TO THE RoonNG INDUSTRY C.A. # 30448 Lab Certificate # 17-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 _ 1 coiaPANYNAAm—Tecta America i`. a �+u ,r ��'It K � �� ti PRO✓ECTADDRESS:_ 4888 — 4890 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 Lie. Test Apparatus: Com-Ten FGC 2000 / SPl-1KD-RS Deck Type: --'Metal, Min Characteristic or ab 275 ove> Resistance Force: ` 5 r See following pages for more details. DISCLAIMER performed by Florida TeA Inc. in order to perform the required number of tests will 0AT Ybe sealed on a j4RYbasis. Contractor and/or owner are responsible to perform permanent repairs to avoid any roofleaks. P.E. 10735 SW 216t' St. Unit 416 page 1 of 3 Tel: 305-256-4550 Miami FL33170 www.FloridaTEC.net Fax:305-256-6833 FLORIDAI TEC PROVIDING SOLUTIONS TD THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof L r PY BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: I5FT Length: 61 FT Second Largest Dimension: 41 FT Total Roof Area: 2501 FT2 Squares: 25 DECKTYPE FASTENER INSTALLATION INFORMATION FastenerType: Is the fastener a self -driller? TEST INFORMATION N umber of tests conducted: Component to be secured: Pre -drilled? Metal N15XHD Fasteners YES 10 AnchororBaseSheet YE Te_ sty Numbera Pian,Inrtial Failuie,�„ as, load, Ib ',�, �•^• r^^^^ �Field,PerimeterorCornerrpreauF -- ^° x°-°..,,,; - ddentifier: 1 A 467 Comer 2 522 Perimeter, 3 375 Comer 4 397 Field _. 5 410 Field 6 . 421 Perimeter 7 412 Field 8 :: 473 Perimeter 9 510 Perimeter 10 419 Comer STATISTICAL ANALYSIS: Mean Failure Load: Sample Standard Deviation: Min. Chaarsteristic Resistance Force: F= 440.60 Sr— 49.44 F= 405.27 10735 SW 216'h St. Unit 416 Page 2 of 3 Tel: 305-256-4550 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net FLORIDA TEC PROVIDING SOLUTIONS io THE ROOFING INDUSTRY Roof Area: A 0' - 6' Metal 15' d Level Groun ROOF SKETCH: 1 2 3 5 4 61' 6 7 8 10 9 41' 7.1 10735 SW 216" St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 3 of 3 Fax: 305-256-6833 www.FloridaTEC.net Lab Report No. 12755313-3 FLORIDA TEC PROVIDING SOLUTIONSTOTNE RO0MNG INDUSTRY , DATE: August 18, 2017 COMPANYNAME: Tecta.America PROJECT ADDRESS: 4888 - 4890 N Kings Hwy, Fort Pierce ASCE 7-10 CA # 30448 Lab Certificate # 17-0703.01 Y d h 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 = 0.95 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 Rat: 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 = 61.00 ft Bldg Width Across Ridge= 41.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of _6 Width of Pressure Coefficient Zone "a" = = 4.10 ft Description Width Span Area Zone Maz Min Max P Min P ft ft fe2 GCp GCp psf 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 With RAS-137 Cvctem Tvm - T W r-Al 'Y"D7ax: De'signYressure:='__'- ft==/Fastene�;t.• M Fy.'` DevatedPressureZone _ Fasteners Spacing (mch) Sheet Width (nch) Fleld 37:80 6 114 Perimeter 63.92..:,. 9_ _-47 ; - ��Y`�,Corner Sincerely, 1 Jorge F: G e2; P.E. Lic.�N�3 241 Perimeter Width (inch) 49.2 10735 SW 216th St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 1 of 1 www.FloridaTEC.net Fax: 305-256-6833 TECTA f1MERICA South Florida, Inc. SCANNED BY St. Lucie County Florida Product Approval Tecta America South Florida Inc. 11431 SW 301h Avenue, Deerfield Beach, FL 33442 IT: 954.419.9339 F: 954.419.9337 I tectaamerica.com Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report 01506.12.13-1-R13 for FL16730-R12 Certificate of Authorization d9503 FBCHVHZ EVALUATION Revision 13: 02/16/2017 Prepared by: Robert Nieminen, PE-59166 GAF;(800) 766-3411 Appendix, 1, Page 1 of 84 The following notes apply to the systems outlined herein: ,,,P I RINITY 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 be 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-Tec 3" Steel Plate, Drill-Tec 3 In. Ribbed Galvalume Plate (Flat) or Drill-Tec ACCBTraC 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 #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 In. Ribbed G81valume 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 ofthe steel deck. D Structural concrete: Drill-Tec 914 Fastener or Drill-Tec CD-10 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) or Drill -Tee 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 polyisocyanurete, polystyrene,, wood fiberboard, perlite; gypsum -based roof board or mineral wool roof board that meets the CIA requirements of F.A.C. Rule 611320.3.and Is documented as meetln'g 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: Men Traffic Applications: Recover Applications: D FBC HVHZ approved Ekpaned polystyrene (EPS) meeting or D 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 TAS 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 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, 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 Z5 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 and minimum 25 psi compressive strength. TOPCOAT- FireOut^ Fire Barrier Coating, VersaShleld• Fire -Resistant Roof Deck Protection or VersaShleld° Solo"' Fire -Resistant Slip Sheet, Installed in accordance with GAF published Installation Instructions and flre 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 four fasteners per 4 x 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 bead width Is at the time of application; the ribbons/beads shall expand as noted In the manufacturer's published Instructions. D Hot Asphalt (HA): Full mopping, 25-30 lbs/square. D GAP 2-Part Roofing Adhesive (GAF 2-Part): Continuous 25 to 3.5-Inch ribbons,12-Inch o.c. D LRF Adhesive M (LRF-M): Continuous 0.75 to 1-Inch wide ribbons,12-Inch o.c. D OlyBond Adhesive Fastener (Classic): Full coverage, I gal/square. D OlyBond 500(00500): Continuous 0.75 to 1-Inch wide ribbons,l2-Inch o.c. using PaceCart or5pot5hot.Note: OlyBondClassic or 01yBond500 Greeamaybe used In place cfOB500: D Note: When multipleloyers(s)ofInsulationand/orcaverboardareInstalledInribbon-appliedadheslve,boara lntsshallbestaggered. D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered.polylsocyanumte at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no use shall these values be used to'increase'the MDP listings In tables; rather If MDP listing below meets or exceeds that listed for a particular system In the tables, then the thinner board listed below may be used as a drop -In for the equivalent thicker material listed in the table. Exterior Research and Design, U.C. d/b/a Trinhyl ERD Evaluation Report 03506.12.13-1-R73 for FLI6730-R32 Certificate of Authorization #9503 FBC HVHZ EVAW ATION Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766.3411 Revision 13: 02/16/2017 Appendix 1, Page 2 of 84 D Hot Asphalt (HA): MOP= -240.0 psf ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = -117.5 psf ➢ LRF Adhesive M (LRF-M): MDP = -2325 psf ➢ 0lyBond 500(0B500): MDP =-315.0 psf ➢ OlyBond 500(08500): MOP .=-487.5 psf D 0lyeond 500(08500): MDP =-2925 psf 8. Bonded polylsocyanurate Insulation boards shall be maximum 4 x 4 ft. TRINITY J' ERD (Min. 0.5-Inch thick) (Min.1.0-inch thick) (Min. 0.5-Inch thick EnergyGuard Polylso Insulation, EnergyGuard NH Polylso Insulation, EnergyGuard Ultra Polylso Insulation, 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 Polylso Insulation,.EnergyGuard Ultra Polylso Insulation, EnergyGuard NH 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 RAS 117 and/or RAS 137 by a qualified design professional. *This exrrapolation is notpermittedf0fsystems marked with onasterisk•. 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 (Le., 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 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 TA5105 and calculations In compliance with Roofing Application Standard RAS 117 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 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 run with Its length perpendicularto 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 using5ystem Type C-2 or any System Type D or a separator sheet may be installed priorto 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. D Separator Board Options for Recover System Type C 2 or System Type D Min. 0.5-Inch EnergyGuard Polylso Insulation, EnergyGuard NH Polylso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polylso Insulation, EnergyGuard NH Ultra Polylso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polylso Insulation, EnergyGuard HD Polylso Insulation, EnergyGuard, NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso 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. D Separator Sheet Options for Recover System Type D EverGuard Polymat Separation Layer(3 oz/yd') or EverGuard Polymat Cushioning Layer (6 oz/yd'). 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 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 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. d/b/a Trinityl ERD Certificate of Authorization #9503 Evaluation Report 01506.12.13-1-R13 for FL16730-R32' Prepared try: Robert Nieminen, PE-S9366 FBC HVHZ EVALUATION Revision 13: 02/16R017 GAF; (800) 766-3411 Appendix 1, Page 3 of 84 i TRll ITY I ER® 17. For adhesive-applled membrane systems, side laps shall be minimum 3-inch wide sealed with min. .Ill heat weld. Unless otherwise noted, membrane adhesive application rates are as follows: Membrane "Adhesive. -- iMethod ;' Rate' EverGuard TPO EverGuard TPO #1121 Banding Adhesive 0.8 to 1.0 gal/square/surface. For use over SECUROCK G application rate (g1121) Contact (both sides) Gypsum -Fiber Roof Board, the changes to 1.2 to 1.67 I/s /surface EverGuard TPO To polyisocyanurate or Structodek High Density Flberboam Roof Insulation, Fiber Base HD3 or Fiber Base HD6 EverGuard WB181 Bonding Adhesive (WBS83) Contact (both sides) at 0.63 gal/square and roof cover underside at 0.21 gal/square. To Dens Deck Prime or SECUROCKGypsum- Fiber Rol Board at0.63 ton 75 mlAoll.e—A ................�c_.�__-__.. ___ .. EverGuard TPO EverGuard TPO EverGuard TPO FB Ultra EverGuard TPO FB Ultra EverGuard TPO FB Ultra Contact (both sides) 10.46gal/square/surface Contact (both sides) 10.84 gal/square/surface GAF LRF Adhesive M (LRF-M) or LRf Adhesive 1-Inch wide. ribbons spaced as noted In tables herein. Note: The adhesive ribbons are iocated dlrectly over 0 (LRF-O) Wet lay (substrate) the adhesive ribbons used to secure the Insulation when the cover Is bonded to Insulation less than 1.5-Inch 18. The.-rriPoSite 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 FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FEI 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 #75 Base Sheet, Tr1-Ply 475 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 alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EvrrGuwm Ton cm I ill 21. The following Insulations are Interchangeable within the scope of this Evaluation Report: ' D EnergyGuard Polyiso Insulation.cs EnergyGuard NH Polylso Insulation; D EnergyGuard UltraPolylso Insulation o ➢ EnergyGuard NH Ultra Polylso Insulation; EnergyGuard HD Polyiso Insulation b . EnergyGuard NH HD Polylso Insulation; ➢ .EnergyGuard HD Plus Polyiso Insulation U EnergyGuard NH HD Plus Polylso Insulation. Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization R9503 Evaluation Report 01506.12.13-1-R33 for FL3673o-R32 Prepared by: Robert Nieminen, PE-59166 FBC F; aDD)HZ EVALUATION6-3412Revision 13i 02/162017 GAF (BDO) 766-3411 Appendix 1, Page 4 of 84 22. Vapor barrier options for over structural concrete deck with adhered Insulation carry the following Maximum Design Pressure(MDP) limitations. The lesser ofthe MDP listings below v 1 1�1s. those In A Tab1e1 N 1pEFID ,VAPO#BARRIEROPDONS; STRULTUjWLDONCRLTE'DECK:ADNER OINSUTATION PERTABlE63A-1ANa.3A2 ""`• •• - Option # Primer Vapor Barrier Type Attach Insulation Adhesive MOP (psQ 1 Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFG 475 Base Sheet, Tri-Pty I'' Sheet GAFGLAS PI 4, Tri-PI PI 4 or GAFGGIAS FlezPl �se Hot asphalt applied Hot asphalt -360.0 2A Matriz 307Premlum Asphalt Primer or ASTMD4l orlmer Ruhnrnld in..h re ••-••••••••••••=�.v uvi wi nmer uoe SBS Self-Adherin '.inSheet ---"'""""""""• -1B0.0 . . 11 Self -adhering GAF 2-Part, 12•inch o.c. -250.0 2D Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply#75 Base _. / Sheet GAFGLAS Ply 4, TrIPly Ply 4 or GAFGGLAS FlexPly 6 Hot asphalt applied GAF2Part12lnch oc 2625 i our Premium Asphalt Primer or MI M I I a h d ,313 4A 4B 4C 4D 4E 4F Matrix 307 Premium Asphalt Primer or ASTM D41 primer Matriz307 Premium As halt Primer or ASTM D41 rimer Matrix 307 Premium As halt Primer or ASTM D41 primer Matrix 307 PremiumAsphalt Primer or ASTM D41 primer Matrix 307 Premium Asphalt Primer or ASTM D41 primer .Matriz 307 Premium Asphalt Primer or ASTM D41 rimer Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply#75 Base Sheet, GAFGLAS Ply 4; TrI-Ply PI 4 or GAFGGL45 FlezPl 6 UhderROof 2 Pol ester-Surtaced Leak Barrier Ruberold Torch Smooth - Ruberold HW 25 Smooth Ruberold 20 Smooth Ruberold HW Smooth One or two plies, GAFGLAS #75 Base Sheet, Tri-Pty #75 Base Sheet, GAFGLAS PI 4, Tri-Ply Ply 4 or GAFGGLAS FlexPly 6 •. Hot asphalt applied Self-adherin Torch -a plied Torch -applied Matrix 102 SIRS Membrane Adhesive at 1.5 gal/s uare Torch -a Iled - Hot asphalt applied `^r-'v'• �z-'ncn c.c. -180.0 LRF-M, 12-Inch o.c. -495.0 01 Bond 500, 12-Inch o.c. -1275 OlyBond 500, 12-Inch o.c. OI Bond SOO, 12-Inch o.c. OlyBond 500,.12-Inch o.c• -165.0 -180.0 -2025 01 Bond 500, 12-Inch o.c. -2325 Oly8ond 500, 12-Inch o.c. of design wind loads. -352.5 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 Exterior Research and Design, LLG d/b/a Tdnkyl ERD Certificate of Authorization #9503 F0C NVN2 EVALUATION Evaluation Report 01506.12.13.1-R13 for FL16730-R32 Prepared by: RRbertNieminen, PE-59166 GAF; (800) 766.3411 Revision 13: 02/16/2017 Appendix 1, Page 5 of 84 \,jG�TTR'INIW I ERD TABLE28-2:,Il G WEIGHTCOMCRETEOECRS 111E111,.CO111STRUE710N,RERODF(TEAROFF)61iRECOVER - .SYSTENiTYPE C-Y:ryIECHAN_icALLYATTACHED_.INSU LATI04;PLATE=BON6EpR00F;(:OVER'' " system Deck LWC No. (Note 1) (Note SS) Insulation Laver y Attachment Fasteners(Nate 4) Density - Roof Cover MDP Min. 22 ga., type BV, Grade Min' 200 psi, min. 2- (Optional) One or more layers, Drill-Tec XHD and Drill-Tec (Psi) LWC-32. 335tee1; 6'spans, 5/8-Inch Inch thick cellular any combination, Preliminarily RhlnaBond TPO %HD Plates Max. 24-Inch o.c..ln EverGuard TPO bonded to Drill-Tec RhlnpBond TPO puddle welds, 6"oc lightweight insulating attached (Tread Safe=min, 2• or Drill-Tec RhlnoBond TPO rows spaced max. 30-inch XHD Plates or Drill-Tec RhlnoBond TPO XHD Tread concrete. Inch thick insulation) XHD Tread Safe Plates o.c.. Safe Plates with RhlnoBand Portable Bonding Tool, -52.5 Per manufactumes published Instructions. - TABLEAD:-LIGHTWEIGHT CONCRETEDECKS;`NEW CONSRUC7ION;REROOF(TEAR OFF)OaRECOYER."-, SYSTEM TYPED1i,MECHANICALLY:ATTA(:FIED.R(SOF'COVEl.R'(riiliouGH LWIC'TD ¢NGAGesrBurniRALDECR)l System Deck* LWC' insulation No. (Note1 (Note 15) Type - Attach Membrane Roof Fasteners(Note 4) Cover MOP LWC-33. Min. 22 ga., type BV,Grade 33 steel; 6'spans, 5/8-inch MIn. 200 psl, min. 2- IIghtwench chtIns (Optional) One or more Prelim. EverGuard' .Drill-Tec XHDwith Drlll•Tec2in: Attachment (psf) puddle welds,6"o.c Ilghtwelght insulating la layers, any combination, attach TPO or EverGuard bauble Barbed XHD Plata, Drill-Tec 12-Incho.c. within 6-Inchwide laps spaced 54- " concrete. min.0.25-inrh Ey ehook AccuSeam Plates or. Drill- Inch o.c. and sealed with a 1.5-inch Beat weld. -45.0 Min. 22 ga., type B, Grade 33 FBC HVHZ approved (Optional) One or more TPO FB Ultra Tec2-!/81n.Barbed XHD Plata Drill•Tec XHD(steel only)or Drill- LWC-34. steel; Vapors, Tm*VS screw cellular,llghtwelght layers, any combination, Prelim. EverGuard Tec#14 Fasteners(Concrete Doty) Fastened through to engage structural deck,6- 6"o.c. orstmctrural concrete insulating concrete min..1-Inch attach TPO F8 Ultra with Drill•Tec 23/81n. Barbed XHD inch O.C. within min. 6-Inch wide la Ps spaced 114• -45.0 MIn.22ga.,type B,Grade80 FBC HVHZ a roved PP (Optlonal)One ormore Plates Inch o.c. and sealed witha 1.6Z5-inch heat weld. LWC-35. steel; 6'spans; Traxx/5 screw cellular lightweight layers, any combination, Prelim. EverGuard Drill-Tec S%HDwith brill-Tec23/4 Fastened through to engageswcturai deck, l2- 6'o.c. Insulatingconcrete min. 0,25-Inch attach TPO In. Barbed SXHD Plates inch o.c within 5.5-Inch wide laps spaced 114.5- -45.0 LWC-36. Min. 22 ga., type B,Grede80 FBC HVHZ approved (Optional) One or more inch o.c. and sealed with a 1.5-Inch heatweld. steel; 6'spans, TOWS screw cellular Ilghtwelght layers, any combination, Prelim. EverGuard Drill-Tec XHD with Drill-Tec23/8In. Fastened through to engage stmctural deck,6- 6" o.c. Insulating concrete min. 0.25-Inch attach TPO Barbed XHD Plates or Drill-Tec 21n. Inch 0.c. within 5-Inch wide laps spaced 115-Inch. LWC-37. type Min. 233 Min. 20c (Optional) One or more Double Barbed XHD Platen Drill-Tec XHD with Drlll-Tec 2-3/81n. o.c. and sealed with 1.5-Inch heat weld. •52.5 steel; Grade 335tee1; 6'spans, 5/8" spans, welds 6"o.c. psi, min.} Inch thick Elastizell la yem any Combination, Prelim. EverGuard Barbed XHD Plates, Drill-Tec Fastened through to engage structuraldeck,6- Puddle minrs,Inch Attach TPO EyehaokAttuSeam Plates car Drill- Inch O.C.within 6-Inch wide la spaced 114-Inch Ps p -52.5 Tee 2 in. Double Barbed XHD Plata o.c. and sealed with a 1.5-inch heat weld. _ LWC-38. Min. 22 ga., type B,Grade 33 steel; 6'spans, Trazx/5 screw FBC HVHZ approved cellular lightweight (Op[lonal)One or more layers, Prelim. EverGuard Drill-Tec XHD (steel only)or,Drill- Fastened throughtoengagestmctureldeck,6- 6" o.c. arstmctrural concrete Insulating concrete any combination, min. 1-inch attach TPO FB Ultra Tec#14 Fasteners(concrete only) with Drill-Tec23/8In. Barbed XHD Inch O.C. within min. 6-Inch wide laps spaced 112.5-Inch o.c. and sealed with a 1.625-Inch heat -60.0 MIn. 22 ga., type BV (0.5%), MIn: 330 psi, min. 2- (Option al) Oneormore Plates weld. LWC-39. Grade 33 steel; 6'spam, 5/8" Inch thick Celcare layers, any combination, Prelim. EverGuard Drill-Tec XHD with Drill-Tec23/81n.. Fastenedthroughtoengagestructuraldeck6- -. puddle we 6"a.e Cellular Concrete min. 0.25-Inch attach TPO Barbed XHD Plates ' inch O.C. within 6-Inch wide laps spaced 904nch -60.0 LWC-40: MIn. 22 ga!BV(0.5%), MIn. 330 psi; min. 2• .(Optional)Oneor more " o.c. and sealed with a l-S-Inch heat weld. Grade 33 steel; 6'spans, 5/8" �., Inch thick Celcare layers; any combination, Prelim. EverGuard, Drill-Tec XHD with Drill-Tec2In. Fastened through to engage structural deck, 6- puddle welds.6 o.c .Cellular Concrete min. 6.25-Inch attach Double Barbed XHD Plata Inch o.c. within 6-Inchviide laps spaced 114-Inch -60.0 �� 1''sseei i-.x.� MIO�`22 gd'type 09G�ade'80r •T- s- -,-.? 6 spans Tra FBC HVHZa roved PP (Option al) more 'Pregm. GuardTec N O.C. and sealed with a 1S-inch heat weld. WFastened tkrouglz X1{DwithyDAll•Tec Insulting concrete Insulatingconcrete combs min.0any combination, min.0.25-inch LFIZ 2:3/4'Irt �emdagestructural deck¢ within 6�;iR4p ivi9e lapsspacetl 3lA•+nSli CBarb�Q6JSHp.Cy_t'e;;f---^'•--✓ rmcho.G - 50.0 ERrDl'$'i'i (lla J _)/,II Dl'm8ech lo0m,'j n.c.-ap9sealedwltha1:57nCh.heatweld.,/"' Exterior Research andDesign, LLC. tl/b/a TrinhylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 FBC HVHZ EVALUATION Evaluation Report 01506.12.13-1-R33 for FL16730.R12 GAF;(8D0) 766.3411 Revision 13:02/16/2017 Appendix 1, Page 57 of 84 Lab ReportNo. 12755313 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY DATE: August 18, 2017 COMPANYNAME: Testa America PROJECT ADDRESs: 4822 - 4898 N Kings Hwy, Fort Pierce ASCE 7-10 C.A. ti 30448 Lab Certificate N 17-6763.01- Input Parameters: Directional Procedure All Heights Building (Ch 27 Past 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 Bt = 1.00 Am = 0.15 BM 0.65 Cc 0.20 1 500.00 ft Epsilon = 0.20 2min = 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 Rat: Ridge Ht - 15.00 ft Eht: Eave Height 15.00 ft ON: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge - 182.00 ft B1dg,Width Across Ridge= 111.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All. pressures shown are based upon ASD Design, with Load Factor of .6 Width of Pressure Coefficient zone -a- = - 6.00 ft Description Width Span Area zone Max Min. Max ' Min P ----------------------------------------`------------------------------ ft ft ft-2 GCp GCP paf psi 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: 171,16730-R12 Fastener SDacine Calculatedln Accordance With RAS-137 Svstem'ltve: LWC-41 Ma, Design Pressure Rl/Fastener FV Deck Type 60 4.75 285 'Metal FlevaiedPressure 7nne Fasteners $paclDg (mch) Sheet Width (nth) Field: AM 06 Perimeter.. ' 63.42 '; :` ; 6, ;,-. ,a , b1=. i'.-. Coiner- 9545 Sincerely, Jorge F. Gonzalez, P.E. Y...... W, Lic. No. 34141 Boe E Doo.SlgnM ay: �� We.a4L4 •t�++ @ C�ar�t.latn.�alvy y- �opo� 494CD28999D6446- -47G„ y�,.• 8/24/2017 Perimeter Width (inch) The method and software that have been utilized to sign and seal the report, comply with the intent ofthe Board Rules. Specifically, with reference to Florida Statutes 471 and the Florida Administrative Code Rule 61G15-23.003 for Engineers. 10735 SW 216`' St. Unit 416 Page 1 of 1 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 Lab Report No. 127553A FLORID. TEC PROVIDING SOLUTIONS TO.TNE ROOFING INDUSTRY C.A.a 30448 'Lab Certificate 1117-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 TEST DATE: August 17, 2017 comPANYNAME.• Tecta America PRo✓ECTADDREss: 4822 - 4898 N Kings Hwy, Fort Pierce Note: The undersigned representative agrees that fall testinghas been conducted and results have been reported In compliance with Miami Dade County Protocol TAS 105 or TAS 105A. FIELD TECHNICIAN.• Angelo Blanco EQUIPMENT INFORMATION: Test Apparatus: Com-TenFGC2000IfSPl-iKD-RS Deck Type: Metal Min Characteristic 275 or above m %/ Resistance Force: ' See following pakes for more details. DISCLAIMER All roofpenetrations performed by Florida Tec, Inc. in order to perform the required number of tests will ONLYbe sealed on a limited and TEMPORARY basis. Contractor and/or owner are responsible to perform permanent repairs to avoid any roof leaks. Sincerely, Jorge F. Gonzalez, P.E.0. Lic. 34241 F Go, a' No. oF ._ �' The method and software that have been utilized to sign and D..Sl&n bV• a'., CC9ECO28999DBEE9...„ � YO.34.1 �,: + • seal the report, comply with the intent ojthe Board Rules. �: :, •'••CON..R. Specif:caJJy, with reference to Florida Statutes 471 and the Florida Administrative Cade Rule 61 G15-23.003 Engineers. sy$,.�'� jor 8/24/2017 10735 SW 216`b St. Unit 416 Tel:305-256-4550 Page 1 of 13 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net FLORIi�A ' TEC PROWDINGSOLurici TORNE_ ROOFMG INOusrRr FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: _ BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15 FT Length: 112FT Second Largest Dimension: : SOFT Total Roof Area: 8176FT' Squares: - 81 DECKTYPE Metal - _ FASTENER INSTALLATION INFORMATION FastenerType: #15XHD Fasteners Is the fastener a self -driller? YES TESTINFORMATION Number of tests conducted: Component to be secured: Anch Pre -drilled? YES Test Number, ,. Plan Identifier Inhialfaifure .. Laad. lb Field Perimeter or Corner Area - 1 A 522 Comer 2, 4. 395 S. Perimeter:+ 3 485 Comer "=Field 5 476 Perimeter enmeter 7 362 Field. 8 . 473 Field 9 398 Perimeter 10' ;;; '•A20. Comei 'STATISTICAL ANALYSIS Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: I�— 444.40 Sr= 53_46 F= 406.20 10735 SW 21611 St. Unit 416 page 2 of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 ROOF SKETCH: FLORI®A TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY Rwf Ar Gmun 0 3 19 J 112 DECK A ® 4 \ 8 5 9 7 6 f 10 � 99, 10735 SW 2161' St. Unit 416 page 3 of 13 Tel: 305-256-4550 Miami FL33170 www.FloiidaTEC.net Fax:305-256-6833 FLORIDA 1 EC PROVIDING SOL.L10 YO rHE ROOFING INDUSYNY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15 FT Length: 310FT Second Largest Dimension: 6OFT Total Roof Area: 6600FT' Squares:66 DEEKTYPE FASTENER INSTALLATION INFORMATION Fastener Type: Is the fastener a self -driller? TESTINFORMAT'ION Number of tests conducted: Component to be secured: Pre -drilled? Metal #1SXHD Fasteners YES YES Test Number -Plan Identifier Initial Failure Load flbfl • -• Field Perimeter or Corner Area 1 B 377 Comer :___Perimeter-.=- .. - 3 391 Field 4' : 512 Perimeter-,, S S20 Field 6.: S19 „Fleld - 7 _ 386 Field 9 466 Perimeter "Comer` ` STATISTICAL ANALYSIS Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F= 451.20 Sr= 56_09 F= 411.11 10735 SW 216" St. Unit 416 page 4 of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 10735 SW 216`^, St: Unit 416 Tel: 305-256-455„0 Page S. of 13 Fax: 305-256-033 Miami FL33170 -, www.FloridaTEC.net -i r C/ p r^ FLQR15A TGL PROVIDING SOLUr/ONS TO THE ROOFING INDUSTRY V . FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: 61 FT Second Largest Dimension: 41 FT Total Roof Area: 2501 FT' Squares: YS .DECKTYPE Metal FASTENER INSTALLATION INFORMATION Fastener Type: #15XHD Fasteners Is the fastenera self -driller? I YES . TEST INFORMATION Number of tests conducted: Component to be secured: Pre -drilled? YES 10 Tesi Number Plan Identifier • 'Initial Failure Load Ili - - - • ` - Field Perimeteror Corner Area 1 C 467 Comer 2 _ = 522 .. ' _'i.. Perimeter 3 37S Comer 397 Field S 410 Field .6 ;..-:,Perimeter ..:.. 7 412 Field 8 473,'Per! eter 9 S10 Perimeter 10 •419 Comer - STATISTICAL ANALYSIS' Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F6 440.60 Sr= 49_" F= 405.27 10735 SW 216'^ St. Unit 416 Page 6 of 13 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDA TEC PROVIDING SOLUTIONS TO THE V ROOFING INDUSTRY Roofly Gloun ROOF SKETCH: 1 2 3 5 4 61' 6 7 8 10 9 41' 10735 SW 216th St. Unit 416 Miami FL 33170 Page 7of 13 www.FloridaTEC.net 0 Tel:305-256-4550 Fax:305-256-6833 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMA7ION Roof Area Dimensions: Height: 15FT Length: 80F7' Second Largest Dimension: 38 FT Total Roof Area: 2840FT' Squares: 28 DECK TYPE FASTENER INSTALLATION INFORMATION Fastener Type: Is the fastener a self -driller? TEST INFORMATION Numberof tests conducted: Component to be secured: Pre -drilled? Metal N15XHD Fasteners YES 10 Test- Number Plan, Id Irittial Fallure Load Ib Field Perimeter or Corner Area '- 1 D 392 Comer 2_Perimeter-,, ., 3 376 Comer r- 4. „417. -..Field 5 470 Perimeter 6 426: : `:Field 7 421 Perimeter 8 410 _ ;. `Field 9 401 Comer YO_"^ 395 Comer STATTSTTCAL ANALYSIS: Mean Failure Load: Sample Standard Deviation: Min. Charasleristic Resistance Force: F= 409.30 Sr= 26_73 F= 390.19 10735 SW 216th St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 8 of 13 www.FloridaTEC.net Fax: 305-256-6833 ROOF SKETCH: :1 5 FLORI®A 7 EC PROVIDING SOLUTIONS iO THE ROOFING INDUSTRY 0 2 Roof Al Gruun 3 10 8 g 38' -� 10735 SW 21611 St. Unit 416 Miami FL 33170 Page 9 of 13 www.FloridaTEC.net Tel:305-256-4550 Fax:305-256-6B33 FLORIDATEC PRoviwNG SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION " Roof Area Dimensions: Height: ISFT Length: 182FT Second Largest Dimension: - III Fr Total Roof Area: 12489 FT2 Squares: 124 DECKTYPE . Metal FASTENER INSTALLATION INFORMATION Fastener Type:#15XHDFasteners Is the fastener a self -driller? I YES TESTINFORMATION Number of tests conducted: Component to be secured: Pre -drilled? .Test Number Plan. Identifier InkiafFailure Load' Ib • Field Perimeter:or Corner Area ' 1 E 510 Comer - Sit ,,: PerimeteR` 3 460 Comer. .Perimeter 5 528 Field 6 .573 ; Field;' 7 475 Field �'•'8 :-'Perirnetei 9 499 Field 30--' 381 - ; PenmeterA, 11 476 Field 12' _' S12 Field r 13 469 Comer 10735 SW 216th St. Unit 416 Miami FL 33170 STATISTICAL ANAL" IS: Mean Failure Load: F-- 509.23 Sample Standard Deviation: SI= 36_49 Min. Cbamsteristic Resistance Force: F= 487.17 Page 10 of 13 www.FloridaTEC.net Tel:305-256.4550 Fax:305-256-6833 FL®RI®;4 TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY' Roof Area: ET 0'-6' I. 15, Ground Level ROOFSKETCH: 10735 SW 216th St. Unit 416 page 11 of 13 Tel: 305-256-4550 Miami FL 33170 wwH.FloridaTEC.net Fax: 305-256.6833 FLORMA TEC PROVIDING SOLUTIONS To THE ROOFINGINDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT - Length: 92FT Second Largest Dimension: 7FT Total Roof Area: 644FT' Squares: 6 DECKTYPE Metal FASTENER INSTALLATION INFORMATION Fastener Type: p15XHD Fasteners Is the fasten era se If -driller? YES TEST INFORMATION Number of tests conducted: Component to be secured: Pre -drilled? 10 Anchor or Bo" YES Test Number plan' Identifier Initial Failure . ' Load (Ibfl - Field Perimeter or Corner Area 1 F 466 Comer 2 475 - Carver _ 3 495 Field 4, _ 573 '%- -Perimeter 5 529 Field 6L_ -512 ;-Field; 7 517 Field 8 478 Perimeter , 9 S66 Perimeter 10 520 Comer STA IS7TCALANA MIS Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F= 513.10 Sr= 36_41 F= 487.08 10735 SW 216t1 St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 12 of 13 www.FloridaTEC.net Fax: 305-256-6833 FLOF►'I®,4 TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY Roof Area: F Grount ROOFSKETCE a it �5 07 09 10. 02 �3 *4 •6 168 10735 SW 216th St. Unit 416 Miami FL 33170 Page 13 of 13 www.FloridaTEC.net 7 i Tel: 305-256-4550 Fax:305-256-6833 REINFORCED EVE RGUARD®MEMBRANE FOR TPO FOR PVC HEAT WELDED LAP 1. 1 TPO FOR EVERGUARD®CUT EDGE SEALANT ENERGYGUARD'ROOF INSULATION DRILL-TEC'" PLATES & SCREWS 12" O.C. MAX ROOF DECKISUBSTRATE NOTE: 1. FOR HEAT WELDING LAPS USE 1 112" WELD WITH MACHINE AUTOMATIC MACHINE WELDER. 2. APPLY EVERGUARD® TPO AND PVC CUT EDGE SEALANT TO ALL CUT REINFORCED TPO AND PVC EDGES ( REFER TO DETAIL MA/FA/BA 115). ® DRAWING SYSTEM MA I rml!! SIDE LAP DETAIL 102 MA GAF IWBIWB SCALE ISSUE/ REVISION DATE O0RPORATM FIELD OF ROOF SERIES N.T.S. 9-01-09 8" (203 mm) WIDE EVERGUARD® FLASHING STRIP HEAT -WELDED EVERGUARWCOATED METAL DRIP EDGE WITH HEMMED EDGE HEAT -WELDED LAP (SEE NOTE #4) GALVANIZED ANGULAR SHANK ROOFING NAILS 4" (102 rnm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) O.C. METAL FASCIA CLEAT FASTENED WITH DRILL-TEC' FASTENERS 12" (305.mm) O.C. SHEET METAL GUTTER BY OTHERS REINFORCED EVERGUARD® MEMBRANE (PERIMETER SHEET IF REQUIRED) ROOF INSULATION DECK/SUBSTRATE WOOD NAILER, 1 1/4".(31.8 mm) x 4" (102 mm) MIN SECURED TO SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 2. REFER TO EVERGUARD® DETAIL204 FOR COATED METAL JOINTS. 3. A CONTINUOUS METAL CLEAT IS REQUIRED. 4. FOR SELF -ADHERED RAPIDSEAMTM TECHNOLOGY SYSTEMS, SEE EVERGUARD® DETAIL 330 FOR LAP APPLICATION. 5.25-YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 6. APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). DMVMGP ® cam/ rc7 �ERIE GUTTER WITH COATED METAL EDGE nosoern "PlMcm: Adhered Systems 'ROO 21 Self.Adherad systems ROOF EDGE SERIES DETAIL TdPosftaallyA System s MedhanicaDy Atled�ed System w .BsLmm Per• Lb 0� sC�lE N.T.S. - - REV4510NDAM 6-20-16