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Home My WebLink AboutPRODUCT APPROVALF1oPida Building Code Cinlir`• SCANNED Page 1 of 2 BY St. Lucie C OUnty :. BCIS Home I tog In } User Registration Hot Topla, t submit surcharge ; Stats Facts j Publications PIC Staff I acts Site Map ( Link I Search l FIB da r Product Approval p aBSFR: Public User 34 PmtluR pvoroval menu > Product or Application Search > Application List> AOPlimnon 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 FL16730-R13 Revision 2014 Approved 0 GAF 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Robert Nieminen lindareith@trinityerd.com TWESE PLANS AND ALL PROPOSED t oRg ARE SUBJECT TO ANY 60RA rCTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORM TO COMPLY EJITH ALL APPLICABLE CODES. William Broussard I 1 Campus Drive fIIL Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com Roofing Single Ply Roof Systems ✓�Q?F:: r ST. CUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLITJ G 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 Florida Engineer Architect Name who developed Robert Nieminen FILE [he Evaluation Repp ort Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2018 Validated By John W. Knezevich, PE E4 Validation Checklist- Hardcopy Received Certificate of Independence FL16730 R13 COI 2017 01 COI Nieminemndf Referenced Standard and Year (of Standard) Standard TAS 110 TAS 114 TAS 131 Equivalence of Product Standards Certified By Sections from the Code Year 2000 2011 1995 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl`/`2fIZm... 11 /20/2017 r Florida Building Code Onlir , Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products I Method 1 Option D 08/17/2017 08/18/2017 08/24/2017 10/10/2017 10/17/2017 FL # Model, Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyole0in single ply roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL36730 R13 1j 2017 08 FINAL Al ER GAF EG Approved for use outside HVHZ: No TPO HVHZ FL16730-1133.0dF Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-502.5 Created by Independent Third Party: Yes Other: 1.) The design pressure herein pertains to one Evaluation Reports system. Refer to ER Appendix for all systems and maximum FL16730 R13 AE 2017 08 FINAL ER GAF EG design pressures. 2.) Refer to ER Section 5 for Limits of Use. TPO HVHZ_ FI.16730-R13 odf Created by Independent Third Party: Yes Back Nezt contact Us:: 2601 Blair stone Roatl Tallahassee R 32399 Phone: 650497-3624 The State of Florida IS an AA/EEO employer. copyright 2007-2013 State of noHda.:: Privacy statement :: Accesslbllity statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to tills entity. trusteed, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to section 455.275(1), Fiance Statutes, effective October 1, 2012, Ilcensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emalls pmvlded may be used for ofBclal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under chapter 455, F.S., please dick petC. product Approval Accepts: Mm 92 9MHE® Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl`/`2flZm... 11 /20/2017 Drawing Report Indrio Crossings - Alternate Bid I - Reroof GAF TPO 8/18/17 Section: Entire Job F Lh 0 Py Page: Roof J 8/25/2017 Page l t Tecta America South Florida 1431 SW 30th Avenue Deerfield Beach Florida Phone: 954-419-9339 Fax: 954419-9336 Florida Building Code sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section C. (Low Sloped Roof System) Fill In Specific Roof Assembly Components FaaWner SpecIng for AnchodBow Shoo and identify Manufactuier Attachment $ee Engineering. (He component 4not usad�Werfta+•NA').. 114"--sheet width Flab s •oc@lap.#Romeoo. System ManidacgW GAF 7 71 "sheet width Filsrao-Rl; - Perimeter 6 ' oc @ Lap, # Rowe _ 46 00 NOA N& 71 "sheet width Comer.. 6 •oc@Lap, #Rows_@_ oc Design Wind Pressures, From RAS 126 or Calculations: . p 1: ai.tio pry �a.4i . p,,,®p• -as.+s Number. of Fasteners Per lnaulatlon Board Preliminary Fastened Max Design Prei nre Frnm tlneSpnseMc NOA - 4 fasteners per U8 board System^ - Field _ Perimeter ' -_Comer _ Dade: : Illustrate Components Noted and ;: type twc o sheer Details es Applicable:,...' Gannge/lhicicness; 22 ga .W6odbloddng, : Gutter, Edge . Termination, Stripping, Flashing, 'Continuous Clew; Cant. .. Ste: 1/4•/ft min _ Strip, Base Flmhing; Counter Fleshing, - Coping, Etc., NA An�ese Sleet & ft of Ply(s): - Indicate: Mean, Roof ►+etgh<; Parapet Height, Height of Base -Flashing, Component Material, AndrodBaseSheetF-stoner/Bondingt arerisl' - Material Thickness, Fastener Type, Fastener. A Spacing or Submit Manufacturem Details Wart Insulation Bars Layer NA Comply with RAS 111-and Chapter Base inudavon Size and Tlddmass NA 24 ga coping fastened 12" oc w/ M10fasteners .. . Base (Aon Fastanet/Bonding Male": n ga deaf fastened w/. lVq- 12ga annular rwfing nails 4' oc _. TOplrlstdstiantayer: Dens Deck . ' _ .. - 31+ Top InsuWdon She end TNdmeaec 4ic4x1./2. Pa rapet Top insulation Featener/BondirgMaterial: HeipM 815 Fastener .. Top Ply & . Bese.Sheegs)6N0.ofply(ej.NA• - .,Insulation. T. -r Belie Shest Fasten_ Pilo nd M Matelot � 1 Lightweight L.J Over Steel Deck- Mean PlyShaet(e)&No.ofPly(s).NA' Roof NeyJ Gutter & D Height: Fly Sh ner/BondirngMaterial: -. . Spout. See Detail Top-- GAF 60 Mil TPO Top Ply Fasts d Bonding Material• - - '- iF15 Fastener stefedng: NA: Lit COP, s� \ r TECTAAMERICA South Florida, Inc. Florida Product Ap roval a r3 Tecta America South Florida Inc. 11431 SW 30th Avenue, Deerfield Beach, FL 33442 IT: 954.419.9339 F: 954.419:9337 1 tectaamerica.com Exterior Research and Design, I.I.C.d/b/a Tdnity)ERD AL L ' evaluation Report 01506.12.13-1-R13 for FL36730-R12 Certificate of Authorization#9503 FBC HVHZ EVALUA O Revision 13: 02/16/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 7663411 Appendix, 1, Page 1 of 84 �4 The following notes apply to the systems outlined herein: TRINITY JERD 1. The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to'as-tested'conditlons under TAS 114, Appendix J. Roof decks shall he In accordance with FBC (HVHZ) requirements to the satisfaction of the AHI. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: D Wood Deck: Drill-Tec #12 Fastener or Drill-Tec n14 Fastener with Drill-Tec 3" Standard Steel Plate, Drlll-Tec 3" Steel Plate, Drill-Tec 3In. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 35..Min., 0.75-Inch. plywood penetration or minimum 1-Inch wood.plank embedment. D Steel Deck: Drill -Tea 412 Fastener, Drill-Tec 414 Fastener or Drill -Tea XHD Fastener with Drill -Teo 3" Standard steel Plate, Drill -Tea 3" Steel Plate, Drill -Tea 31n. Ribbed Galvalume Plate (Flat) or Drill- Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only). Minimum 0.75-Inch steel penetration, engage the top flute of the steel deck. ➢ Structural concrete: Drill-Tec n14 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 3S. Minimum 1.25-Inch embedment. Fasteners Installed with a pilot hole In accordance with the fastener manufacturer's published Installation instructions. 3. Unless otherwise noted, insulation may be any one laver or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite„gypsum-based roof board or mineral wool roof board that meets the CIA 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 GAP 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 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. ➢ FBC HVHZ approved Expanded polystyrene (EPS) with plastic D FBC HVHZ approvedExpanded polystyrene (EPS) with plastic ➢ FBC HVHZ approved EPS Recover Board meeting or exceeding facer meeting or exceeding TAS 110 and ASTM -0578, Type'.IX, facer. meeting or exceeding TAS 110 and ASTM C578, Type. IX, TAS 110 and ASTM C579, Type IX, 1/2-inch thick and minimum 25 nominal 1.8 Ib/ft2 density and minimum 25 psi compressive minimum 1-Inch thickandminimum 25 psi compressive strength. psi compressive strength. strength. D FBC HVHZ approved EPS Recover Board with plastic facer meeting or exceeding TAS 110. and ASTM C578, Type IX, 1/2-Inch thick and minimum 25 PSI compressive strength. TOPCOAT- FireOut^ Fire Barrier Coating, VersaShield® Fire -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 shallbe prepared, signed and sealed by a qualified design professional. S. Preliminary insulation attachmentfor System Type C-2 and D= Minimum fourfasteners per 4 x 8 it 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 appllcatlon; the ribbons/bF II x and snot d In the manufacturer's published Instructions. ➢ Hot Asphalt (HA): Full mopping, 25-30lbs/square. D GAF 2-Part RboflngAdheslve (GAF 2-Part): Continuous 2 5 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. ' ➢ OlyBond Adhesive Fastener (Classic): Full coverage S gal/square. COPY- > OlyBond 500 (08500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. using PaceCart or SpotShot: Note: OlyBond Classic or Olysond 500 Green maybe used In place of 00500, D Nate: When multiple layers(s) of Insulation and/or coverboard are Installed in ribbon -applied adhesive, board Joints shall be staggered. ➢ Note; The maximum edge distance from the adhesive ribbon to the edge. of the Insulation board shall be notless than one-half the spedfledribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanunte at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase. the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular 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 Trinhyl ERD Certificate Evaluation Report 01506:12.13-1-R33 for FL36730.R32 Authorisation n vision 13: 02/16/2017 Prepared byy:: Robert Nieminen, P FBC HVHZ EVALUATION Revision GAP,(800) 760.3411 Appendix 1, Page 2 of 84 ➢ .Hot Asphalt (HA): MDP=-240.Opsf ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP= -117.5 psf D LRF Adhesive M.(LRF-M): MDP=-232.5, psf ➢ OlyBond 500 (08500):. MDP = -315.0 psi D OlyBond 500 (08500): MDP = -487.5 psf D OlyBond 500(OB500): MDP=-292.5 psf S. Bonded polyisocyanurate Insulation boards shall be maximum 4x4ft. INITY ERD (Min. 0.5-Inch thick) (Min. 1.0-Inch thick) (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso 'Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polylso Insulation). (Min. 0.5-Inchthick EnergyGuard PH or RN) (Min. 0.5-inch thick EnergyGuard RA) (Min. 0.5-Inch thick EnergyGuard Polyiso Insulation,EnergyGuard' NH Polyiso Insulation, EnergyGuard Ultra. Polylso Insulation, EnergyGuard NH Ultra Polylso Insulation) 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 extrop0f7d0n fs notpermitted forsystems murked.with on asterisk". 10. For assemblies marked'with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value In conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined 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 themithdrawal resistance value taken from Testing Application. Standard TA5105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137. 12. For bonded Insulation or membrane over existing substrates Ina recover installation, the existing roofsystemshall be capable of resisting project design pressures on Its own merit to the satisfaction of the AHJ, as .documented through field uplift testing in accordance with TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with Its length perpendicular to the steel deck flutes. 14. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type'D, the Insulation is optional. Alternatively, a separator board maybe installed priorto roof cover installation when using System Type,C-2 or any5ystem Type The separator component shall be documented as meeting FBC (HVHZ)1516 and, for foam plastic, FBC ChapypD or a separator sheet maybe Installed prior to roof cover Installation when using anySystem Type D. ter a when Installed with the roof cover in Recover applications. D S�aratonBoard Options for Recover System Type C-2 or System Type D EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard RA, EnergyGuard Min. 0.5-Inch ERN, EnergyGuard Ultra Polyiso Insulation; EnergyGuard NH Ultra Polyiso Insulation, Structodeck.High Density Fiberboard Roof Insulation,EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation; EnergyGuard NH HD Polylso Insulation, EnergyGuard HD Plus Polylso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass - Mat Roof Board. - D Segaratar Sheet Options for Recover System Type D EverGuard Polymat Separation Layer (3 ot/ydz) or EverGuard Polymat Cushioning Layer (6 oz/ydz). 15. For systems where specific lightweight insulating concrete(LWIC) is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unlessotherwise 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 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. w`a � st-aaas n r :0 ' Exterior Research and Design, U.C. d/b/a Tdnityl ERD Certificate of Authorization #9503 FBC HVH2EVALUATION Evaluation Report 01506.12.13-1-R13 for FL167304112 GAF, (S00)766-34643411 Prepared by: Robert Nieminen, PE-59166 Revision 13: 02/16/2017 Appendix 1, Page 3 of 84 17. For adhesive -applied membrane systems, side laps shall bein in] mum 3-inch wide sealed wnhmm rc-inch h-a-....,id 18. T RINIIY I ERD Membrane. "Adhesive ' ... • -•• �� c» uillciwiee nuzeu memorane s ve application rates areas fo ows: +: . Method Rate - - , . , EverGuard TPO EverGuard TPO 01121 Bonding Adheslve (M1121) Contact (both sides) 0.8 to 10 gal/square/surface. For use over SECUROCK Gypsum -Fiber Roof Board, the application rate changes to 1.2 to 1.67 al/s /surface EverGuard TPO EverGuard WB181 Bonding Adhesive (WB381) Contact (both sides) To polyisocyanurate or Structodek High Density Fiberboard Roof Insulation, Fiber Base HDS or Fiber Base HD6 at 0.63 gal/square and roof cover underside at 0.21 gal/square. To Dens Deck Prime or SECUROCK Gypsum - Fiber Roof Board at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 . EverGuard TPO EverGuard Low VOC TPO Bonding Adhesive(L- gal/square VOC) Contact (both sides) 0.46 gal/square/surface EverGuard TPO EverGuard TPO 3 Square Low VOCBonding Adhesive (TPO 3-Square) Contact (both sides) 0.84 gal/square/surface EverGuard TPO FB Ultra Hot asphalt Wet lay (substrate) 25 lbs/square EverGuard TPO FB Ultra EverGuard WB381 Bonding Adhesive(WB381) Wet la (substrate) 0.83 to 1.0 gal/square - - EverGuard TPO FB Ultra GAF LRF Adhesive M (LRF-M) or LRF Adhesive '1-inch wide ribbons spaced as noted In tables herein. Note: The adhesive ribbonsare located 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 1.5-Inch EverGuard TPO FB Ultra 'GAF 2-Part Roofing Adhesive (GAF.2-Part Wet la (substrate) thick. "Spatterpattern" at 3.75lbs/s , The"7' I ripos to Roofng System noted:herein consists of loose -laid GAFGLAS Stmtavent 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 F13 Ultra with l-5/& 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 875 Base Sheet or GAFGLAS t180 Uldnia Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. 20. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGuard TPO .FB'Ultra. 21. The following insulatlons am Interchangeable within the scope of this Evaluation Report: D EnergyGuard Polylso Insulation * EnergyGuard NH Polylso Insulation; ➢• EnergyGuard Ultra Polylso Insulation s+ EnergyGuard NH Ultra Polylso Insulation; D EnergyGuard HD Polylso Insulation U EnergyGuard NH HD Polylso Insulation; D EnergyGuard HD Plus Polyiso Insulation K+ EnergyGuard NH HD Plus Polylso Insulation. W Exterior Research and Design, U.C. d/b/a Trinityl ERD. 33 for FL16730-R12 13-1-R Evaluation Report 01506.12. Certificate of Authorization #9503 FBC HVHZ EVALUATION Revision 13:02/16/2017 Prepared by: Robert Nleminen, PE-59166 GAF; (800) 766-3412 lon Appendix 1, Page 4 of 84. 22. Vapor barrier options for over structural concrete deck with adhered lnsulaHnn rar, the f,.n„... ., .e- 23. 1 iZI I Y'J.ERD s below vs. those in Table 3A applies: - ------ ..-... a u.c Pv,urlarrnr3[Ions. I ne lesser or me MDP listing VAPOR BARRIER OFn0N5; STRUCTURAL CONCRETE DECK;'AUNERED I NWIATION PE R,TABLE53A1AND3A-2 Option # Primer Vapor Bartier Insulation Adhesive Tvve Attach 1 Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS H75 Base. Sheet, Tri-ply 1175 Base " Sheet, GAFGLAS PI 4, Tri-PI y PI 4 or GAFGGlAS FlexPl 6 Hot asphalt applied Hot asphalt 2A Matrix 307 Premium As halt Prlmeror ASTMD41 rimer Ruberold Torch GR - Torch -applied 2B Matrix 307.Premium Asphalt Primer or ASTM D41 rimer- Ruberold HW 25 Smooth or Ruberold HWSmooth Torch -a Iled_ GAF 2-Bart, l2-inch o.c. 2C Matrix 307 Premium Asphalt Primer or ASTM D41 rimer Libe SBS Self-Adherin CaSheet - Self -adhering GAF 2-Part, 12-Inch o.c. GAF 20 Matrix 307 Premium Asphalt Primer or ASTM D41 primer _ One ortwo plies, GAFGLAS A75 Base Sheet, Tri-Ply#75 Base " 2-Part; 12-Inch o.c. Sheet, GAFGLAS Ply 4, Tri-Ply PI 4 or GAFGGLAS FlexPly 6 Hot asphalt applied GAF 2-Part, 12-inch o.c. 2E Matrix 307 Premium Asphalt Primer or AS TM D4l primer Ruberold 30 3A Matrix 307 Premium Asphah Primer or ASTM D41 rimer Ruberold HW 25 Smooth or Ruberold HWSmooth Hot Torchfahalled lt lied GAF 2-Part, 12-Inch o.c. 3B Matri%307 Premium Asphalt Primer or ASTM D41 primer One or two Iles, GAFGLAS.H75 Base Sheet, Td-PI p Y N75 Base LRF-M 12-Inch o.c. Sheet, GAFGLAS Ply 4,Trl-Ply Ply 4 or GAFGGLAS FIexPI 6 Hot asphalt applied LRF-M,12-Inch o.c. 4A Matrix 307 Premium As halt Primer or ASTM D41 rimer UnderRoof 2 Pol ester -Surfaced Leak Barrier Self-acherin 48 Matrix 307 Premium As halt Primer or ASTM D41 primer Ruberold Torch Smooth OI Bond 500, 12-Inch o.c. 4C Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold HW 25 Smooth Torch -a plied OlyBond 500, 12-inch o.c. 4D Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold 20 Smooth Torch -applied Matrix 102 SBS Membrane OI Bond 500, 12-Inch o.c. 4E Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold HW Smooth Adhesive at 1.5 gal/s uare OlyBond 500, 12-Inch o.c. 4F Matrix 307 Premium Asphalt Primer or ASTM D41 primer . One or two plies, GAFGLAS p75 Base Sheet, Tri-Ply d75 Base Torch -a lied P "- OI Band 500, 12-Inch o.c. Sheet,GAFGLASPI 4.Tri-PI PI 4or GAFGGLAS FIezPI 6 Hot asphalt applied OIYBond 500, 12-Inch o.c. •••• •• -059- Essu,c is ure resun of Leming for wind load resistance based on allowable wind loads. Refer to FBC (HVHZ)1620 and RAS 128 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a TdnitY(ERD Certificate of Authorization 09503 Evaluation Report 01506.12.13-1-R33 for FL36730-R12 FBCHVHZEV Prepared by: Robert Nleminen, PE-59166 Revision 13: 02/16/2017 GAF; (800) 66-3431 766-34 Appendix 1, Page 5 of 84 1 I�RINITY I ERD TABLE211-2: LIGHTWEIGHT CONCRETE DECKS -N ,• ¢VGTCM:NDcr_e. xie�uwu,nu.✓.�1�. System No. Deck (Nate 1) --_,.. LWC (Note lS) .___....__..,....,•r,... Insulation Layer u.auwnvn,rwIt: Vrvubq ROOF COVER Attachment ..`` .• •-' '.. Roof Cover . MDP (Psf) Fasteners(Note 4) Density. .LWC-32. Min. 22 ga., type BV, Grace 33 steel; 6' spans, 5/8-inch 200psl, min. 2- ]Inchthick cellular (Optional) One or more layers, any combination, preliminarily Drill-Tec XHDand Drill-Tec RhlnoBond TPO%HD Plates EverGuard TPO bonded to Drill-Tec RhinoBond TPO puddle welds, 6"o.c. weight insulating rete. attached(Tread Safe=min. 2- or Drill-Tec RhinaBond TPO Max. 24-Inch o.c. in rows spaced max. 30-Inch o.c. XHD Plates or DHII-Tec RhlnoBond TPO XHD Tread Safe Plates with RhlnoBond Portable Bonding Tool, -52.5 inch thick insulation) XHD Tread Safe Plates per manufacturers published Instructions. . - - - TABLE 4D:.LIGHTWEIGHT CONCRETE DECKS: NEW CONSTRUCTION, REROOF (TEAR -OFF) 6kRECOVER.- - - ' SYSTEM TYPE..D-1: hhECHANICALLY'ATTACHED ROOF COVER (THROUGH LWICTO ENGAGE STRuLTURAL DECX)• " System Decks LWC Insulation - No. RoofCover (Note 1). (Nate 15) Type Attach Membrane Fasteners (Note 4)1 Attachment MDP Min. - (psH 200 psi, min. 2- Min.22 ga., type BV, Grade 33 .(Optianap One or more EverGuard Drill-7ec XHD with Drill-Tec2In. inch thick LWC-33. steel;§'spans, 5/8-Inch puddle cellular Prelim. TPO or Double Barbed XHD Plates, DHll-Tec 12-inch o.c. within 6-inchwidelapsspaced54- 6"o.c. Iightweightinsulating layers, any combination, welds, min. 0.25-Inch attach EverGuard Eyehook AccuSeam Plates or Drill. Inch o.c. and sealed with a 1.5-inch heat weld. -45.0 concrete. 'TPO FB Ultra Tec 2-3/81n. Barbed XHD Plates Min. 22 ga., type'B, Grade 33 FBC HVHZ approved (Optional) One or more DIIIFTec XHD (steel only) or Drill. LWC-34. steel; 6'spans, Traxx/S screw cellular lightweight layers, any combination, Prelim. EverGuard Tec#14 Fasteners(concrete only) Fastened through to engage structural deck, 6- 6'o.eorstmctruralconcrete Insulating concrete min. 14nch attach TPO FB Ultra .with Drill-Tec23/8 In. Barbed XHD Inch O.C. within min. 6-Inch wide laps spaced 114- -45.0 Min.type B, Grade FBC HVHZ approved (Optional) One or more - Plates inch o.c. and sealed with a 1.625-Inch heat weld. - LWC-35. ns, Traxz/5 screw cellular lightweight .layers, any combination, Prelim. EverGuard Drill-Tec SXHD with Drill-Tec 2 3/4 Fastened through to engage structural deck,12- Insulating concrete min. 0.25-Inch attach TPO in.Barbe.d S%HD Plates Inch o.c. within 5.5-Inch wide laps spaced 114S- -45.0 LWC-36. type B, Grade 80 ns,Tmxx/5 screw FBC HVHZa roved approve cellular lightweight (OptianaH One ormare layers, prelim. _ EverGuard Drill-Tec XHD with Orill-Tec23/8 in. Inch o.c. and sealed witha SS -Inch heat weld. Fastened throughtoengagestmctumldeck,6- deck, Insulating concrete any combination, min. 0.25-Inch attach TPO Barbed XHD Plates or Drill-Tec 2ln. inch o.c. wlthlughtoengagen S-Inch wide apuctural inch -52.5 M.22 ga., type BV (0.5%), (Optional) One or more Double Barbed %HD Plates Drill -Tee XHD with Drill-7ec 2-3/Bin. 'o.c. and sealed with a.l,5-Inch heat weld. LWC-37. Grade 33 steel; 6's ans, 5/8" P Min. Z00 i, min. 3- Inch thick Elastizell layers, arty to Prelim. EverGuard Barbed XHD Plates, Drill-Tec Fastened through to en gage structural deck, 6- puddle welds 6"o.c. min. 1Inch Attach 7P0 E ehook AccuSeam Plates or Drill- y Inch o.c. within 6-Inch wide laps aced 114-Inch P P -52.5 7ec2in. Double Barbed XHD Plates o.c. and sealed with. a 1.5-Inch heat weld. LWC-38. MIn. 22 ga., type B, Grade 33 FBC HVHZ approved (Optional) One or more -Drill-Tec %HD (steel only) or Drill- Fastened through to engage stmcturaldeck,6- steel; 6'spans, Tmxx/S screw cellular lightweight layers, any combination, Prelim. EverGuard 'Tec#14 Fasteners(concrete only) inch o.c. within min. 6-Inch wide laps spaced 6" o.c. orstmctmral concrete insulating concrete min. 1-Inch attach TPO FB Ultra .with Drill-Tec 2 3/8 In. Barbed XHD 112.54nch o.c. and sealed with a 1.625-inch heat -60.0 Min. 22 ga., type BV (0.5%), Min. 330 psi, min. 2- (Optlonap One or more Plates weld. LWC-39. Grade 33 steel; 6'spam, 5/8" Inch thick Celcore layers, any combination,. Prelim. EverGuard Drill-Tec XHD with Drill-Tec23/8 in. Fastened through to engage strucural deck, 6- puddle welds 6" o.c Cellular Concrete min. 0.25-Inch attach TPO Barbed XHD Plates inch o.c. within 64nch wide laps spaced 9D-Inch -50.0 Min. 22 ga., type BV (0.5%), Min. 330 I, min. 2- as), (Option al) more. o.c. and sealed with a 1.5-inch heat weld. LWC,40. Grade 33 steel; 6'spans, 5[8" Inch thick Celcore layers, anycombination, combination, Prelim. EverGuard Drill-Tec %HDwith Drill-Tec21n. Fastened through t eengagestmcturaldeck,6- .puddle welds 6"o.c Cellular Concrete min. 0.25-Inch attach TPO Double Barbed XHD Plates Inch o.c. within 6-Inch wide laps spaced 114-inch -60.0 LWC-41. Mn 22g .type B?Grede BDv steel 61�sp�ans_,rTr'e`}•9�`�a`+ipJ$s�:' iety� FBC HVHZa roved PO cellular lightweight (Optional) One bl more layers, .preLm verGuard OnBiecXHD with Dri114Te c.c. and sealed -with a l.5-inch heat weld. Fastened thLov gg to en a e stmcwral deck•6-. insulatingconcrete any combination, min.0.25-inch �atta<h TPOF',8ar??ed3 ga;_es Leh �nch owe. with�m 6-in��yjde laps paced 119-inch o,c: andseale4whh a 1.59ochtleatweli7;`�"'. '•, 60:0 Eklckina Ii II f\n.ne_Ia..Lr /_n".•r Exterior Research and Design, LLG d/b/a Trinityl END Cer1 Y", Prepay dby: Robertz ieml#9503 ()��E�Report 01506.12.13-1-Rion 13: 021166R12 FBC HVHZ EVAL TIO RevisionorFU 30-1117 Prepared by: Robert Nieminen; PE-59166 GAF; 800 76E [`� 0 P Appendix 1, Page 57. of 84 Lab Report No. 127553A-1 ,. FLORIDAI TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY \J C.A. # 30448 Lab Certificate # 17-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 TEST DATE: August 17, 2017 COMPANYNAME: Tecta America PROJECT ADDRESs: 4898 — 4908 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.• EQUIPMENT INFORMATION: Test Apparatus: Blanco PLE062`9 •��. Corn-Ten FGC 2000 ' Deck Type: Khetal Min Characteristic 2Z5 or above: Resistance Force: - -- See following pages for more details. DISCLAIMER All roof4rtr ns performed by Florida Tec, Inc. in order to perform the required number of tests will ONLY be sealed on a li to aORARY basis Contractor and/or owner are responsible to perform permanent repairs to avoid arty roof leaks. P.E. 10735 SW 216u' St. Unit 416 Page 1 of 3 Tel: 305-256-4550 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net FLORIDA TEC PR VFDFNG 501-UT1ONS TD THE AOOFlNG INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof A� FILE Area (COPY T BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: iSFT Length: 312 FT Second Largest Dimension: 90FT Total Roof Area: 8176Fi� j] Squares: 81 DECKTYPE FASTENER INSTALLATION INFORMATION FastenerType: Is the fastener a self -driller? TEST INFORMATION N umber of tests conducted: Componentto be secured: Pre -drilled? Metal #15XHO Fasteners YES YES "LTestT ian �'sT PlnRtalFatlufeT =---'-�:�:,-�a ��'T-i rt-W, •� •= -` Perlrtieter or Corner Area '" 9 ' Nu"mbe alder ntFflF1eld 1 A 522 Comer 2 395 Perimeter 3 485 Comer 4 501 Field 5 476 Perimeter 6 412 Perimeter 7 362 Field 8 473 Field 9 398 Perimeter 30 420 Comer STATISTICAL ANALYSIS: Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F-- 444.40 Sr— 63.46 F= 406.20 10735 SW 216a' St. Unit 416 Page 2 of 3 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY i ROOF SKETCH: 112' Roof Are Grouni 3 4 \ 8 5 9 7 6 10 99, N DECK A 10735 SW 2161' St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 3 of 3 Fax: 305-256-6833 www.FloridaTEC.net LOR/D1 TEC PROVIDING SOI.WW?JS TO THE ROOFING &ous R Lab Report No. 12755311-1 DATE.- August 18, 2017 COMPANYNAME. Tecta America PRO✓ECTADDRFSS.•_4898 - 4908 N Kings jbviL, Fort Pierce ASCE 7-10 CA N 30448 Lab Certificate # 17-0703.01 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 = Alpha 1.00 Ed Directional Factor = 0.85 = At 9.50 Zg = 900.00 ft = Am 0.11 Bt 1.00 = Cc 0.15 Em 0.65 - - Epsilon = 0.20 0.20 1 Zmin - 500.00 ft Pitch of Roof = 0 : 12 Slope of ROof(Theta) 15.00 _ ,00 ft Deg h: mean Roof at = 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 = 112.00 ft Bldg Width Across Ridge- 90.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASO Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 6.00 ft Description Width Span Area Zone Max Kin Max p Min P ft ft ftA2 GCP Gfp Pee pof 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 SPACI NG CALCULATION NOA: FL16730•R12 Fastener Sweine Calculatedpn Aceardsnre With RAc-tag c-. -�-. 7lurAI MmDesign :Pressure . 8=/Fastener FV Deck Type 60 4.75 285 Metal Fle`atedPressure Zone ' 'Fasteners Spacing:. (InChl Sheet Width (inch)._ Field: 37.80 6 114 P eter. 63.42, 6 71 orner 05.45 6 71 S Jor F. o lez, P:E.Vkff Lic. o. 42 1, FILE 10735 SW 216ei St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 1 of 1 www.FloridaTEC.net Fax: 305-256-6833 TECTAPLMERICA South Florida, Inc. SCANNED BY St. Lucie County Florida Product Approval Tecla America South Florida Inc. 1431 SW 30th Avenue, Deerfield Beach, FL 334421 T. 954.419.9339 F: 954.419.9337 1 lectaamerica.com Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report 01506.12.13-1-R33 for FL1673"12 Certificate of Authorization #9503 FBC HVHZ EVALUATION Prepared by: Robert Nleminen, PE-59166 Revision 13:2017 GAF; (B00(766Page 13411 Appendix 1, Page 1 of 84 The following notes apply to the systems outlined herein: -, I ftlNITY 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 w#h FBC (HVHZ) requirements to the satisfaction of the AHI. 2. Unless otherwise noted, fasteners and stress plates for Insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: D Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastenerwlth Drill-Tec 3" Standard Steel Plate, Drill -Tee 3' Steel Plate, Drill-Tec 31n. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom .Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 3S. Min. 0.75-Inch plywood penetration or minimum 1-Inch wood plank embedment. D Steel Deck: - Drill-Tec 412 Fastener, Drill-Tec #14 Fastener or Drill -Teo XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill -Tee 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvelume Plate (Flat) or Drill - Tee AccuTrac Flat Bottom Plate or Drill-Tec ACCUTreC Recessed Plate (insulation only). Minimum 0.75-Inch steel penetration, engage the top flute of the steel deck. D Structural concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 In. Ribbed Galvalume Plate (Flat) or Drill-Tec ACCIITrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only) or.Drlll-Tec Heavy Duty ASAP 3S. Minimum 1.25-Inch embedment. Fasteners Installed with a pilot hole In accordance with the fastener manufacturer's Published installation instructions. 3. Unless otherwise noted, Insulation may be any one layer or combination of Polyisocyanurate, 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 Instructionsfor details and requirements regarding the use of FBC HVHZ approved polystyrene Insulation In EverGuard• roofing systems: Insulation: D FBC HVHZ approved Expaned polystyrene (EPS) meeting or High Traffic Applications: Recover Applications:D FBC HVHZ approved Extruded polystyrene (XPS) meeting or D 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 Z5 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® Fire -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 four fasteners per 4x Bit board or minimum two fasteners per 4x4ft 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 manufacturers published instructions. D Hot Asphalt (HA): Full mopping, 25-30lbs/square. ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5to 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. ➢ OlyBond Adhesive Fastener (Classic): Full coverage,1 gal/square. ➢ OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons,l2-Inch o.c. using PaceCartor SpotShot. Note: OlyBond Classic or 01yBond500 Green. maybe used In place ofOB500: D Note: When multiple layers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, board jolnts shall be staggered. D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be notless than one-half the specified ribbons spacing. 7. Unless otherwise noted, all Insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values. be used to'lncrease the MDP listings In the tables; rather if MDP listing below meets or exceedsthat listed for a particular system In the tables, then the thinnerboard 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 Certificate of Authorization 49503 Evaluation Report 01506.12.13-1-R73 for FL3673D:R12 Prepared by: Robert Nleminen, PE-59166 FBC HVH0EVA Revision 13; 02/16/2017 GAF; (800)766-3411 -3411 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 D OF Adhesive M (LRF-M): MDP = -2325 psf D OlyBond 500(OB500): MDP =-315.0 psf D OlyBond 500(OB500): MDP= -4875 psf ➢ OlyBond 500(013500): MDP =-292.5 psf Bonded polylsocyanurate Insulation boards shall be maximum 4 x 4 ft. (Min. 0.5-I6ch thick) (Min. 1.0-Inch thick) (Min. 0.5-Inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH EnergyGuard NH Ultra Polyiso Insulation) (Min. 0.5-Inch thick EnergyGuard RH or RN) (Min. 0.5-Inch thick EnergyGuard RA) (Min. 0.5-Inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH EnergyGuard NH Ultra Polyiso Insulation) RINITY ERD Polylso Insulation, EnergyGuard Ultra Polyiso Insulation, Polylso Insulation, EnergyGuard Ultra Polyiso Insulation, 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 notpermlttedforsystems marked with on asterisk*. 10. For assemblies marked with an asterisk', the maximum design pressure (Ni limitation listed 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 andextended 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 speciflc 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 professlonal—maybe submitted. Sold 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 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 merit to 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 perpendicular tothe steel deck flutes. 14. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type D, the Insulation is optional. Alternatively, a separator board may be installed prior to roof cover Installation when using System Type C-2 or any System Type D or a separator sheet may be Installed prior to roof cover Installation when using any System Type D. The separator component shall be documented as meeting FBC (HVH2)1516 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover in Recover applications. ➢ Separator Board Option for Recover System Type L 2 or System Type D Min. 05-Inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HO Polylso Insulation, EnergyGuard. NH HD Polylso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso 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 0• EverGuard Polymat Separation Layer (3 oz/yd') or EverGuard Polymat Cushioning Layer (6 oz/ydr). 15. For systems where speciflc lightweight Insulating concrete (LWIC) Is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where speciflc LWIC is not referenced, the minimum design mix shall be 300 psi. 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. Exterior Research and Design, U.C. d/b/a Trinityl ERD Certificate of Authorization a9503 Evaluation Report 01506.12.13-1-R13 for FL1673o-R72 FB RZ6VA Prepared by: Robert Nieminen, PE-59166 AN 6-3411 Revlslon 13: 02/16/2017 GAF{ (8oD) 766-3411 Appendix 1, Page 3 of 84 17. For adhesive-applletl membrane systems, side laps shall he minimum 3 1N1WER® -Inch wide sealed with min. 1.5-Inch heat weld. Unless otherwise noted; membrane adhesive application rates are as follows: Membrane •'gdheslve - Method Rate - EverGuard TPO EverGuard TPO #1121 Bonding Adhesive (#1121) Contact (both sides) 0.8 to 1.0 gal/square/surface. For use over SECUROCK GYPSUM -Fiber Roof Board, the application rate YP changes to 1.2 to 1.67 gal/s /surface EverGuard TPO EverGuard W8181 Bonding Adhesive (WBS81) Contact (both sides) ty - High Fiberboard RoofBe HDI or -Fiber Base H at0.63 gal quaretand roof over EverGuard Low VOC TPO underssiide al O.21 gal/square. TosionDenis Deckber Prlme or SECUROCK Gypsum Fiber Roof Board at 0.63 to 0.75 Sal/Square and roof cover underside at 0.21 to 0.25 EverGuard 7P0 Bonding Adhesive (L- gal/square VOC) Contact (both sides) 0.46 gal/square/surface EverGuard TPO EverGuard TPO3 Square Low VOC Bonding Adhesive (TPO 3-Square) Contact (both sides) 0.84 gal/square/surface EverGuard TPOFBUItm Hnt I ... -.. . . _ EverGuard TPO FB Ultra I GAF LRF Adhesive M(LRF-M) or LRF Adhesive Wet la 1-Inch wide ribbons spaced as noted In tables herein. Note: The adhesive ribbons areiocateddirectly over 0(LRF-O) V(substrate) the adhesive ribbons used to secure thelnsulationwhen the cover is bonded to Insulation less than 1.5-Inch EverGuard TPO FB Ultra GAF 7 P n thick - - 18. The "Triposite Roofing System' noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberold 20 Smooth.or three (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. 19. Unless otherwise noted, the "Hybrid Roofing System" noted herein consists of asphalt -applied Ruberold 20.Smooth, Ruberold Mop Smooth, Ruberold Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet or GAFGLAS 40 Ultima 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 may be used as an alternate to EverGuard TPO FB Ultra. 21. The following insulations are Interchangeable within ➢ the scope of this Evaluation Report: EnergyGuard Polylso Insulation b ➢ EnergyGuard NH Polylso Insulation; EnergyGuard Ultra Polylso Insulation o D EnergyGuard NH Ultra Polylso Insulation; EnergyGuard HD Polylso Insulation � D EnergyGuard NH HD Polylso Insulation; EnergyGuard HD Pius Polylso Insulation b EnergyGuard NH HD Plus Polylso Insulation. Exterior Research and Design, LLG d/b/a Trintryl ERD Certificate of Authorization #9503 Evaluation Report 01506.12.13.1-1113 for F1.3673D.R32 'Prepared by: Robert Nieminen, PE-59166 FBCHVHZEVALUATION GAF; (800) 766-3411 Revision 13: 02/36/2017 Appendix 1, Page 4 of 84 TRINITY � ERD 22. Vapor ,VAPORbarrier ER OMsfor over rUPALCO COTE DEC deck with adhered insulation carry the following Maximum Design Pressure (MOP)limitations. The lesser of the MDP listings below vs. those In Table 3A applles: .VAPORBARRIER.OPEIDN5r5TRUCr{IRpLDONCRETEDECIq ADHERMINSUWTIONPER;TABLES 3X44ilNU3A2 ":""- - p -:; y-. Option R Primer Vapor Barrier e Attach Insulation Adhesive. MOP (psf) 1 Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGL45 875 Base Sheet, Tri-Ply d75 Base Sheet GAFGLAS PI 4, Trl-PI PI 4 or GAFGGLAS FIexPI fifHoltasphalt applied Hot asphalt -360.0 2A Matrix 307 Premium Mohair primer nr ecTnn ne, .,.i_.,. 2D Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS A75 Base Sheet, Trl-Ply N75 Base ....o.,...I.I. GAF 2-Part,-Inch o.e, ,250A Sheet, GAFGLAS Ply 4, Tri-PI Ply 4 or GAFGGLAS FlexPly 6 Hot asphalt applied GAF 2-Part, 12-Inch o.c. -2625 2E Matrix 307 Premium Asphalt primer nreven nn, ...�__. ....�___t 38 Matrix 307 Premium Asphalt Primer or ASTM D41 primer One ortwo piles, GAFGLAS g75 Base Sheet, Td-Ply R75 Base 'Lnr-m, it -men O.C. -180:0 Sheet GAFGLAS Ply 47rIPly Ply4 or GAFGGLAS FlexPly6 Hot asphalt applied LRFM 121nchoc -4950 4A Matrix 307 Premium As0haltPi ACTM 4D Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold 20 Smooth Matrix 102585 Membrane oonu ouu, 12-inch o.c. 4E .Matriz 307 Premium As halt Primer or ASTM D41 rimer Ruberold MW Smooth Adhesive at 1.5 gal/square OlyBond 500,.12-Inch o.c. Torch -a Iled OI Bond 500,12-Inch o.c. 4F Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS R75 Base Sheet, 7r1-Ply q75 Base Sheet, GAFGLAS Ply 4, Tri-Ply PI 4 or GAFGGLASFIexPI 6 Hot asphalt applied OlyBond500, 124nch o.c. 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 determinatlon of design wind In -180.0 -2025 -2325 -3525 Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization 89503 FBC HVHZ EVALUATION Evaluation Report 01506.12.13-1-R33 for FL16730-R12 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Revision 13: 02/16/2017 .Appendix 1, Page 5 of 84 1 TR1N11Y I ERD TABLE 2B-2:.LIGHTWEIGHT CONCRETE DECILS NEW.CONSTRUCTtON liER00F.(TFaR•OrF)oR;RECOVER SYSTEM TYPE'C;2; MECHANICALLYAT'zACHED''INSULATION;PLATE-BONDEOROOFCOVER `.,' System Deck LWC Attachment Pod. (Note 1) (Note SS) Insulation Layer Roof Cover MOP Fasteners (Note4) Density (psfl Min. el ga., typpa BV, /8.1,cGrade Mch this psi, cellular 2- (Optional) One or more layers, Drlll•Tec XHD and Drill-Tec Inch thick cellular an EverGuard TPO Corded to Drill-Tec RhinoBond TPO LWG32. 33 steel; 6'spam, 5/8-Inch ycombinatlon, preliminarily RhlnoBond TPO XHD Plates Max. 24-Inch D.C. in rows XHO Plates or Drill-Tec RhlnaBond TPO XHD Tread puddle welds, 6"oc lightweight Insulating attached (Tread Safe =min. 2- or Dril4Tec RhlnoBondTPO spaced max. 304nch D.C. Safe Plates with RhlnoBond Portable Bonding Tool, -52.5 concrete. Inch thick Insulation) XHDTread Safe Plates per manufactureYs published InsW ctlons. -TABLE 4MAIGHTWEIGHT CONCRETE DECKS=NEW CONSTRUETI0 REROOF(TEAR•OFF)Og RECOVER J SYSTEM TYPED=1:''MECHANICALLY'ATTACHED ROOF COVER'(illaouGH L- 160ENGAGEs7RULi'B DECR)' System Deck• LWC Insulation Roof Cover (Note 1) (Note Ss) Type Attach Membrane Fasteners (Note 4) MDP Mm.200 psi, min.2- Attachment (psf) MIn.22 ga., type BV, Grade 33 (Optional) One or more EverGuard Drill-Tec XHD with Drill-Tec 21n. LWC-33. steel; 6'spans, 5/8-Inch puddle Inch thick cellular layers, any combination, Prelim. TPO or Double Barbed XHD Plates, Drill-Tec 12-Inch o.c.wlthln6•Inchwldelapsspaced54- welds,6"o.c• lightweight insulating attach EverGuard E ehoak AccuSeam Plates or Drill- inch D.C. and sealed with a 1.5-Inch heat weld. concrete. min.0.25-loth Y -45.0 TPO FB Ultra Tec 2-3/8 In. garbed XHD Plates Min. 22 ga., type B, Grade 33 FBC HVHZ approved (Optional) One or more Drill -Tee XHD (steenonly) -or Drill- LWC-34. steel; 6'spans, Tmxx/5 screw cellular lightweight -layers, any combination, Prelim. EverGuard Tec#I4 Fasteners(Concrete only) Fastened through to engage structural deck,¢ 6'o.c. orstmctmml concrete insulating concrete. min..) -inch attach TPO FB UItre withDrill-Tec23/81n. Barbed XHD inch D.C. within min. 6-Inch wide laps spaced 114- -45.0 Plates Inch D.C. and sealed With a 1.625•inch heatweld. Min.;' spam, eCogS s 80 FBC HVHZaweight (Optional) One ormore LWC-35. steel; 6'spans,Trexx/5 screw cellular lightweight layers, any combination, Prelim. EverGuard Drill-Tec SXHD with Drill-Tec23/4 Fastened through to engage structural deck, 12. 6"0•C insulating concrete min. 0.25-Inch attach TPO In. Barbed 5%HD Plates Inch D.C. within SS -Inch wide laps spaced 114.5- -45.0 Min. 22 ga., type B, Gmde80 FBC HVHZa roved Inch D.C. and sealed with a IS -inch heat weld. LWC-36. G"D. 6'spant, Tran/S screw cellular lightweight lawyers, any0combinati n, Drill-Tec XHDwith Drill-Tec23/81n. Fastenedthroughtoengagestructuraldeck,6- Prelim, EverGuard 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 laps spaced 115-inch -52.5 Double Barbed XHD Plates o.c: and sealed with al.5-inch heat weld. Min. Grade22 33 steel; type BV (0.5%/ (Optional) One or more Drill-Tec XHD with Drill-Tec 2-3/Bin. LWC-37. Pudle welds D.C. s,5/8" Min. thick plash,min.3- 'Prelim. EverGuard Barbed XHD Plates, Drill-Tec Fastened through to engage structural deck,6- inch thick Elastizell layers, any combination, Puddle welds 6"o.c. min. 1-inch Attach TPO Eyehaok AccuSeam Plates or Drill- Inch D.C. within 6-inch wide lapsspaced 114-inch -52.5 Tec 2 in. Double Barbed XHD Plates D.C. and sealed with a 1.5•Inch heat weld. Min. 22 ga., type B,Grede 33 FBC HVHZ approved (Optional) One or more Ddll-Tec XHD(steel only) or, Drill- Fastened through to engagestructural deck,¢ LWC•38. steel; 6'spans,Trexz/5 screw cellular lightweight layers, any combination, Prelim. EverGuard Tec#14 Fasteners (Concrete only) Inch D.C. within min. 6-Inch wide laps spaced 6" D.C. or structural concrete insulating concrete min, 1-Inch attach TPO FB Ultra with Drill-Tec 2 3/81n. Barbed XHD 112.5-inch D.C. and sealed with a 1.625-Inch heat -60.0 Min. 22 ga., type BV(0.5%), MIn. 330 Plates weld. -psi 2- (ayers, an) combs ne or more Fastened through to engage stwctum deck, 6- LWC-39. Grade welds 66'spam, 5/8' Inch thick Celcore layers, any combination, Prelim. EverGuard Drill-Tec XHD with Drill-Tec23/8 in. puddle welds 6"o.c Cellular Concrete min. 0.25-Inch attach TPO Barbed XHD Plates Inch D.C. within¢Inch wide laps spaced 90-Inch -60.0 Min. 22 ga., type BV (Ti Min. 330 psi, min. 2- o.c. and sealed with a IS -Inch heat weld. (Option al) combination more Prelim. ,EverGuard: Drill-Tec XHD with Drill-Tec2In. Fastened through to engage structuraldeck,6- LWC-40. Grade 33 steel; fi'spam, 5/8" Inch thick Celcore layers, any combination, puddle wel_ds6 o.C. Cellular Concrete min. 0.25-Inch attach TPO Double Barbed XHD Plata inch D.C.within ¢Inch wide naps spaced 1144rich -60.0 MIn 22 ga ryp"'B; Gtade'80' FBC HVHZapproved (OPtiona 0nneor more o.c. and sealed with a 1.5•inch heat weld. 'LVYC;41: steel 6ktparis;ITro 55cieW? cellular lightweight layers, any combination, `P(elim. EverGuard OrI117ecXHD with'Drill-7ee•2'3/41n Fastened thTaugh to engaFgest1cluml desk 6=Q' �_,,.-.,- �yi insulating concrete min.0.25-inch tiattack ``TPO,f rearb;dgMDpRytes/ � Cincho c��withui ¢'Ir Wh -Ge 7apsspaced314.Snch I -60.0' e_>( 5+jag 1, I o.c..antlsealedss'itha1.57rtcliheat weld;f`� DP✓�SdecK (nDrn; 1 Exterior Research and Design, LLG d/b/a Trinity) ERD Certificate of Authodzation #9503 FBC HVHZ EVALUATION Evaluation Report 01506.12.13-1-R33 for FL3G730-R32 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Revision 13:02/16/2017 Appendix 1, Page 57 of 94 Lab ReportNo. 127553B FLORIDA TEC PROVIDING SOLUTIONS TO iNE 'ROOFING INDUSTRY C.A.#30448 Lab' Certificate # 17-0703.01 DATE: August 18, 2017 comp.wymmE: Tecta America PRo✓EcTADDREss.•_ 4822 - 4898 N Kings Hwy; Fort Pierce ASCE 7-10 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 170.00 mph ' Structural Category - II Exposure Category = C Natural Frequency = N/A Flexible Structure No ' Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg 900.00 ft At 0.11 It = 1:00 Am 0.15 Bm = 'D.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 it Type of Roof - FLAT RHt: Ridge Bt _ 15.00 it Eht: Eave Height - 15.00 ft ON:. RoofOverhangat Eave= .00 ft Overhead Type - No Overhang Bldg Length Along Ridge = 182.00 ft Bldg Width Across Ridge= 111.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 2). All pressures shown are based upon ASO Design, with,a Load Factor of .6 Width of Pressure Coefficient Zone "a^ _ = 6.00 ft Description Width Span Area Zone Max Min Max P Min P ----------------------------------------------------------------------- ft ft ft-2 GOP . GOP psf paf 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 -1.60 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 SDacinf Calculatedln Accordance With RAS437 Svstem'hce: LWC-41 Mar. Design Pr6ssare, felhsteaer� FV 'Decklype.._ 60 ... 4.75... - ..295 - Metal FlemiedPressure Zone Fasteners Spacing (mch) Sheet Width Onch), Field: 37.80 Perimeter;.. 6342 Corner: 9545 6,...,,;• h-71.' e , Sincerely, Jorge F. Gonzalez, P.E. • Lic. No. 34241 DoeuSlgned by: �� Ne.rrr61 L oaeos ark, 494CD2899906446- •'4 ..40p1Q 8/24/2017 yr... Perimeter Who (inch),. The method and software that have been utilized to sign and seal the report, comply with the intent of the Board Rules. Specifically, with. reference to Florida Statutes 471 and the Florida Administrative Cade Rule 61 G15-23.003 for Engineers. 30735 SW 2161h 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 FLORIDATEC PROVIDING SOLUTIONS TO THE \IJ ROOFING INDUSTRY C.A.1130448 'Lab Certificate k 17-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 TESTDATE: August 17, 2017 COMPANYNAME:. Teets America PRO✓ECTADDRESS: 4822 - 4899 N Kinds 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: Test Apparatus: Com-Ten FGC 2000 / SPl-lKD-RS Deck Type: Metal Min Characteristic 275oratove Resistance Force: a See following pages for more details. DISCLAIMER All roofpenetrations performed by Florida Tec, Inc. in order to perform the required number of tests will ONLY be sealed on a limited and TEMPORARY basis. Contractor and/or owner are responsible to perform permanent repairs to avoid any roof leaks. Sincerely, Jorge F. Gonzalez, P.E.:. Lic. No. 34241 cue aerie -- - Q; F . The method and software that have been utilized to sign and -- '- Dxuftg Wby NaA4L1 - p: + 4: seal the report, comply with the intent ofthe Board Rules. Clfdr . GbtN'10. t�*1 I wmoc Specifically, . with reference to Florida Statutes 471 and the 494CD28999D64a9... �'y £�{�'.• Florida Administrative Code Rule 61 G15-23.003 for Engineers. 8/24/2017 ,�"' x�•••` 10735 SW 2160'.St. Unit 416 Page 1 of 13 Tel: 305-256-4550 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net I FLORIDA TEC PROVIDING SOLUTIONS M THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions:- Height: 15FT Length: 112 FT Second Largest Dimension: SOFT Total Roof Area: _ 8176FT' Squares: 81 DECKTYPE Metal FASTENER INSTALLATION INFORMATION Fastener Type: 1115XHD Fasteners Is the fastener a self -driller? YES TEST INFORMATION Number of tests conducted: 10 Component to be secured: AnchororBi Pre -drilled? - YES ' Test Number Rlari Identifier Inkial Failure - Load Ib Field Perimeter or Corner Area 1 A 522 Comer 395 .. Perimeter' _ 3 485 Comer 501 -, Fi'eld 5 476 Perimeter 6 412 Perimeter 7 362 Field -8 -,_ 473 Field ., 9 398 Perimeter 30 420 CortieF STATISTICAL ANALYSIS: Mean Falure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: F= 444.40 Sf= 53_46 F= 406.20 10735 SW 2161h St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 2 of 13 www.FloridaTEC.net Fax: 305-256-6833 ROOF SKETCH: FLORIDA TEC PROVIDING SOLUTIONS TO ROOFING INDUSTRY RwtArea: A 0- - 6, Gmund Level i1 °t• 6\ J 2, DECK A 44 8 5 9 10 99, 10735 SW 21611, St. Unit 416 Page 3 of 13 Tel: 305-256-4550. Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net FLORIDA PEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BI BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT Length: 11OFT Second largest Dimension: 60FT Total Roof Area: 6600FV Squares: 66 DECKTYPE Metal FASTENER INSTALLATION INFORMATION Fastener Type; A'15XHDFasteners Is the fastener a self -driller? YES TEST INFORMATION Number of tests conducted: Component to be secured: Pre -drilled? Sheet Test Number Plan - Identifier InitialFailure -. LDad:lb Field Perimeter or Corner Area ' ` 1 B 377 Comer Perimeter 3 391 Field. 5 520 Field -519 Field 7 -386 Field 8 ; = :415; Coiner, ` 9 466 Perimeter 30 ., ,470Comer-. . STATISTICAL ANALYSIS• Mean Failure Load: Sample Standard Deviation: Min. Chanisteristic Resistance Force: F-- 451.20 Sr= 56_0a 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 1 i FLORIDA TEC PROVIDING SOLUTIONS TO THE ROD WGINOUSTRT Roof Area: B 7 F 0' - 6' Ground Level ROOF SKETCH: 1 2 3 4 110' 6 5 10 9 S {= 60, = 10735 SW 216`^ St. Unit 416 page 5 of 13 Miami FL 33170 www.FloridaTEC.net Tel: 305-256.4550 Fax:305-256-6833 � i 1 FL GRIN TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: C . BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: 'Height: 15FT Length: 61 FT Second Largest Dimension: 41 FT Total Roof Area: 2501 FT1 Squares: 25 DECKTYPE Metal FASTENER INSTALLATION INFORMATION Fastener Type: 1115XHDFasteners Is the fastener a self -driller? YES TESTINFORMATION Number of tests conducted: Component to be secured: Pre -drilled? Tesi Number Plan Identifier -Initial Failure. Load tbfl. _ - i 'a Field Perimeter or Comer Area +` 1 C 467 Comer 52Z :Perimeter 3 375 Comer ..41.. ,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. Charasteristic Resistance Force: F-- 440.60 Sr= 49_44 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 61' 5 4 10 9- 10735 SW 21& St. Uriit 416 Te1:305-256 4550 . Miami FL 33170 Page Tof 13 - www:FloridaTEC.net Fax' 305-256-683.3 i� FLORIDA TEC PROVIDING SOLUTIONS To ME ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: F BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15FT . Length: SOFT Second Largest Dimension: 38FT Total Roof Area: 2840FT� Squares: 28 DECK TYPE FASTENER INSTALLATION INFORMATION Fastener Type: Is the fastener a self -driller? TEST INFORMATION Number of tests conducted: Component to be secured: Pre -drilled? Metol NISXHD Fasteners YES I Anchor or Base Sheet I Test Number- Plan Identifier Initial Failure Load Ib Field Perimeter or Corner Area 1 D 392 Comer 2 , „ . • ._� 385 '. -,.'Perimeter• 3 376 Comer '4.- . s ; ; •� " 43Z Field _ 5 470 Perimeter 7 421 Perimeter 8": ' „• 410 Field . 9 401 Comer Comer - STATLSTICAL ANAL WIS: Mean Failure Load: Sarrile Standard Deviation: Min. ChamstedsticResistance Force: F-409.30 Sr= 26.73 F= 390.19 10735 SW 216th St. Unit 416 page 8 of 13 Tel: 305-256-4550 Miami FL 33170 Www,FloridaTEC.net Fax: 305-256-6833 ROOF SKETCH: 0 5 FLORIDAI TL'C PROVIDING SOLUTIONS TD iH£ ROOFING INDUSTRY Roof Area: D - -� Gioun 0 7 6 10 8 g F� 38' 10735 SW 21611 St. Unit 416 Miami FL 33170 Page 9 of 13 www.FloridaTEC.net — N DECK D Tel:305-256-4550 Fax:305-256-6833 FL ORiDA TEC PROvlowa SOLUTIONS TO THE ROOFING INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof F Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: Length: Second Largest Dimension: Total Roof Area: - aF72 1Squares: DECK TYPE Metal .FASTENER INSTALLATION INFORMATION Fastener Type: A'15XHDFosteners Is the fastener a self -driller? YES TEST INFORMATION Number of tests conducted: Component to be secured: [FAnch Pre -drilled? YES Test Number Plan Identifier Initial Failure Load1lb-Fieh7.PerlmeteFor corner 1 E 530 Comer 521 :. L. ` - ` : `- Perimeter ; 3 460 Comer 4 .478 - Perimeter. 5 528 Field 6 . 573 : Field - Z .475 Field 8 . • ':- Perimeter 9 .499 Field D .'.:,Perimeter_,_ 11 476 Field 12 = 512 y ::field , : ; •. 4� .. Comer 10735 SW 216" St. Unit 416 Miami FL33170 STATISTICAL ANALYSLS: Mean Failure Load: FL 509.23 Sarnple Standard Deviation: Sr= 36_49 Min.-Chatasteristic Resistance Force: P= 487.17 Page 30 of 13 www.FloridaTEC.net Tel:305-256-4550 Fax:305-256-6833 • f � T • FL0141D,4 TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY Roof A Grour ROOF SKETCH: 10735 SW 2161^ St. Unit 416 page 11 of 13 Tel: 305=256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDATEC PROVIDING SOLurioNS To THE V ROOFiNG INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof F Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: I5FT Length: 92FT Second Largest Dimension: 7FT Total Roof Area: 644 FT2 Squares: 6 DECK TYPE Metal FASTENER INSTALLATION INFORMATION FastenerType: #ISXHD Fasteners Isthefasten eraself-driller? YES TESTINFORMATION Number of tests conducted: 10 Component to be secured: Anchor or Bi Pre -drilled? YES Test Number Plan Identifier Initial Loadlb- ..Field PerimeterotCornerArea 1 F 466 Corner b _475. i..,. - - - ; `.Cotner .: 3 495 Field 4' Perimeter 5 529 Field 6 , 512 =Field 7 517 Field 8, r 478 RerimeteP 9 5,6 Perimeter STATISTICAI,ANAI •'SIS• Mean Failure Load: Sample Standard Deviation: Min. Charastedstic Resistance Force: F= 9LU 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 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY Roof A Groun ROOF SKETCH: 92' is 1oi ®8 62 g3 07 !4 �s 08 7 i 10735 SW 216th St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 13 of 13 www.FloridaTEC.net Fax:305-256-6833 ® DRAWING# SYSTEM !! SIDE LAP DETAIL 102 MA QW11ATERINB CORPORATION FIELD OF ROOF SCALE ISSUE/ REVISION DATE SERIES N.T.S. 9-01-09 8' (203 mm) WIDE EVERGUARD® FLASHING STRIP HEAT -WELDED EVERGUARD®COATED METAL DRIP EDGE WITH HEMMED EDGE LAP (SEE NOTE #4) GALVANIZED ANGULAR SHANK ROOFING NAILS 4' (102 mm) 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) INSULATION ROOF 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® DETAIL 204 FOR COATED METAL JOINTS. 3. A CONTINUOUS METAL CLEAT IS REQUIRED. 4. FOR SELF -ADHERED RAPIDSEAMw, 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). ' oruvnrvco y rc7 .� GUTTER WITH COATED METAL EDGE rlae oer�rt�Pvtzfero: AdheredSystem ®} 2 SeN-AdedS Systems ROOF EDGE SERIES DETAIL TdPosfte Systems Machankatly Atletlred Systems w .geLmm l curyup ei^ • W ° °N sr N.T.S. pEVIS10NDAW 6-20-16