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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Onlir Page 1 of 2 'N" SCANNED BYeb e py u's�reess &&Pi ofessibnal eR,egtaI Ion � ° =160 8'- IN!RF4%bfiP$ b.'0 d�. x $ 3 �. .d A � s. •0.` ii 4 6 i} KIS Home IN In Use, Reglopnon Hot Topics Submit Surchale I Stats & Facts P.bli.tors I FBC Staff I BCIS Site Map I Un� Search i b �z C I LE tomPY Product approval Menu > Projila or Applicution Search > 8991i;atlon Lis > Application DeWTI '. 49tw r• 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 Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Revision 2014 Approved GAF 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Robert Nieminen lindarelth@trinityerd.com William Broussard 1 Campus Drive L Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com Roofing Single Ply Roof Systems ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPI REVIEWED BY MUST BE KEPT ONOOB 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 G Validation Checklist— Hardcopy Received FL16730 R13 QQI 2017 01 CQI Nieminen odf Standard Vear TAS 110 2000 TAS 114 2011 TAS 131 1995 THESE PLANS AND ALL PROPOSED WORIC ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAN FRAY BE NECESSARY IN ORD2R TO COMPLY WITH AIL APPLICABLE CODES. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obld/d2flZm... 11 /20/2017 r Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D t: t >� 1' t C' 1 L i`a,11] ads. 10/10/2017 10/17/2017 FL # Model, Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyolefiin single ply roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16730 R13 If 2017 OB FINAL Al ER GAF EG TPO HVHZ FL16730-R13.odf Approved for use outside HVHZ: No Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-502.5 Created by Independent Third Party: Yes Other: 1.) The design pressure herein pertains to one Evaluation Reports system. Refer to ER Appendix for all systems and maximum EL16730 R13 AE 2017 OB FINAL ER GAF EG design pressures. 2.) Refer to ER Section 5 for Limits of Use. TPO HVHZ_ FL16730-1113.0df Created by Independent Third Party: Yes BaU Nert Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850-487-1824 The state of Florida is an AA/EM employer. Coovrloht 2007-2013 State of Florida.:: Privacy statement :: Accessibility Statement :: Refund Statement ader Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not set an email address which can be made Chapter 455, F.s., please click bdi Product Approval Accepts: ® ®--.t6,k E "'secu'ityramt1c5- 11 addresses are public record. If you do not wish to to the public. To determine if you are a licensee under rARESu �CT7DALL pROpOSr:DWORf� R=QurR_0 OANYCOF?AECi oPlg MAY f3 j , ESSA rhrSpECTOr S THAT COra,pLY S 1THpJSAI�YItA OpD2r TO A,�FLFCAj;LE CODES. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obld/o2ffZm... 11 /20/2017 Drawing Report Indrio Crossings - Alternate Bid I - Reroof GAF TPO 8/18/17 section: Entire Job Page: Roof B 21'0- N9 33-e y` ]... a -WO - - IN iL W.,; I MW 8/25/2017 Page 1 Tecta America South Florida 1431 SW 30th Avenue Deerfield Beach Florida Phone: 954 419-9339 Fax: 954419-9336 Florida Building Code Sth Edition (2024) . High-VelocityHurricane Zone Uniform Permit Application Form Section. C (Low Siooed Roof Svstem) FIB in Speeliic'Roof Assembly Components and Identify 1Nanufedtuer (Ua oompanent lariat used, idenQfy'as "NAB . . system Matar18cw.. GAF une u�. FL16730-R12 • Design Wind Pmmur , From RAS 128 or Celcolatiom:' 'Prnaxl• -37.80 PMOX2..63A2 . PIIIBX Li 5.45 . Max. Design Pm%m.Fr=theSpoeflcNOA .System: Deck. TOW- LWIC over Sheet gam:' 1/40/ft min AnchodBase Sheet R Na of Ply(s): NA Andhor/6assSheet Fe dgorldingMateriak NA ImWetbn Base Layer —AL — Bass insifisigon Sim and Thiclotess, NA Base lnmffr Fastenerf for ding Malachi: Top Imdetlell Layer Dens Deck Top Insulation Sim and TNcm"r 4x4x1/2 Top ImulaWn Fastenedeonding Materiel: #15 Fastener Base Sheel(e) 6 No. of py(s):NA Base Shoat FastenedBw&V Material: NA Fastener Spadng for AnehodBase Shag Afftehm®M See Engineering 114" "sheet width . Field: 8 'cc@Lop, 0Rowioc 35" sheet width Perimeter. 12-oo@Lsp;#Rorva_&^ cc 35" sheet width Comer 12 -..oc@Lep.#Rbm — —@_ cc Numbec of Finteneis Per IniuleBon Board Preliminary Fastened. 4 fasteners per 4x8 board Field = Perfinetsr '_Comer Illustrate Components Noted and, Dstalls es Appilcable:_ Woodblocking. Gutter... Edge - Termination; Stripping, Flashing. Continuous C(eat._ Cent Strip, Base Flashing, :Counter Flashing, Coping, Eta Indicate: Mean Roof Height, Parapet Height; Height of Base Flashing, Component Material, Materiel Thicimess, Fastener Type, Fastener. Sparing or Submit Manufacturers.Details that Comply with RAS 111 and Chu . 24ga coping fastened t2' oc .I w/ #lo fastenem 22ga cleat fastened w/ 12ga annular roofing nails 4' oc Top Ply 8 Insulation PlyStherlt(e)& No. of Ply(s); NA r Pysti rxrBondlingl terial: New Gutter & D .. Spout.: See Detail Toppiy:.GAF 60 Mil TPO Fr. Sri Parapet Helom Fr. 151 Mean 'Top PlyFaste rondUvMaterlal: #F15 rastener.. . smtecdng• NA — LE 006PT /a TECTAAMERICA South Florida, Inc. Florida Product Approval Tecta America South Florida Inc. 11431 SW 30th Avenue, Deerfield Beach, FI.33442 1 T: 954.419.9339 F: 954.419.9337 I tectaamerica.com Exterior Research and Design, LLC. d/b/a7dnity( ERD CertiRcate of Authorization 09503 Prepared by: Robert Nleminen, PE-59166 Revislon FBCHVHZ EVALUA71ON PIyep.rt01506.12•lL LEt, Appendi 13:0216/2017 GAF; (800)766.3411 The following notes apply to the systems outlined herein: RNTY 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 AH1. 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 a12 Fastener or Drill -Tee $114 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3In. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), 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 012 Fastener, Drill-Tec h14 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- Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only). Minimum 0.75-Inch steel penetration, engage the top flute of the steel deck. D Structural concrete: Drill-Tec 914 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 manufacturers published Installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the 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 GAF published Installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene Insulation In EverGuard® roofing systems: Insulation: Hleh Traffic Applications: Recover Applications: D FBC HVHZ approved Expaned polystyrene (EPS) meeting or 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/112 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 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 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 I tck and minimum 25TOPCOAT- FlreOut— Fire Barrier Coating, VersaShleld- Fire -Resistant Roof Deck Protection or VersaShleld- Solo"' Fire -Resistant Slip Sheet, Installed In accordance with GAF pulbllshed 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 CG2 and D= Minimum four fasteners per 4 x 8 ftboard or minimum two fasteners per 4 x 4 H 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, I gal/square. ➢ OlyBond 500(OB500): Continuous 0.75 to 1-Inch wide ribbons,l2-Inch o.c. using PaceCart or SpotShot.,Note: OlyBond Classic or O/yBond 500 Green may be used In place ofOB500. D Note: When multipleloyers(s) of insulation and/orcoverboard are Installed in ribbonr D Note: The maximum edge distance from the adhesive ribbon to the edge of the applied adhesive, boardjolnts shall be staggered Insulation board shall benot less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no use shalLthese 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 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 Trinity ERD Certificate of Authorization 719503' FBC L E ///��,,, T'�tR art OSS06.12.13-1-R33 for FL1673p-R12 Prepared by: Robert Nleminen, PE-593fifi HVHZ EVAWATIO� GAF: (800) 7663411 Revlslon 13:02/16/2017 Appendix 1, Page 2 of 94 D Hot Asphalt (HA): _171 IBIS IIII , 6 I ERD ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = 1.5 psf (Min. 0.5-Inch thick) `�4'17.5 psf (MIn.1.0-Inch thick) D LRF Adhesive M (LRF-M): MDP = -2325 psf (Min. 0.5-Inch thick EnergyGuard Pol iso Insulation, EnergyGuard BY Y NH Polylso Insulation, EnergyGuard UI[m Polylso Insulation, D 01 y ( ) Bond 500 OB500; EnergyGuard Ultra Polyiso Insulation) MOP 3thick psf (Min. thick EnergyGuard RH or RN) D OlyBond 500(OB500): MDP =-487.5 psf (MIn.0.5-Inch thick EnergyGuard RA) ➢ OlyBond Soo(OB500): MDP= -292.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) 8. Bonded polyisocyanumte Insulation boards shall be maximum 4 x 4 ft. 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 137bya qualified design professlonal. "This extrapolation Is notpermlttedfarsystems marked with an asterisk*. 10. For assemblies marked with an asterisk-, the maximum design pressure (MDP) limitation, listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted far enhanced attachment at enhanced pressure zones (I.e., perimeters, corners and extended corners). - 11. Fastener spacing for mechanical attachment Is based an 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 professlonal-may be.submltted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations In compliance with Roofing Application Standard RAS 117 or RAS 137. 12. For bonded Insulation or membrane over existing substrates in recover Installation, the existing roof system shall be capable of resisting project design pressures on Its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with TAS 124. 13._ For System Type D, steel deck applications, the roof membrane shall be run with Its length perpendlcularto the steel deck Flutes. 14. For recover Installations, the existing roof shall be examined in accordance with FBC 1522. 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 priorto roof cover Installation when using System Type C-2 or any5ystem Type D or a separator sheet maybe installed priorto roof cover installationwhen using any System Type D. 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. . ➢ Separator Board Options for Recover System Type C 2 or System Type D Min. 05-Inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polylso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso 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 Se pa ration 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 Approvalforspecific 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. 1 Exterior Research and Design, LLO d/b/a Trinity( ERD Certificate of RobertRobert Authorization a9503 Evaluation Report 01506.12.13.1-R13 for FL167MFL12 Prepared by: Nieminen, PE-59166 FBC HVHZ EVALUATION GAF; (800) 766-3411 Revislon 13: 02/16/2017 Appendix 1, Page 3 of 84 17. TRINITY Eft® For adhesive -applied membrane systems, side laps shall be minimum 3-Inch wide Membrane -Adhesive. 1 sealed with min. 1.5-Inch heat weld. Unless otherwise noted, membrane adhesive application - • - - ',Method ` rates are as follows: Rate: .. EverGuard TPO EverGuard TPO 91121 Bonding Adhesive (#1121) Contact (both sides) 0.8 to 1.0 gal/square/surface.: For use over SECUROCK G Board, the appllcatlon Gypsum -Fiber Roof rate .changes to 1.2 to L6Z gal/sq/surface. EverGuard TPO EverGuard WB181 Bonding Adhesive (WB381) Contact (both sides) Insulation, �HDI TOOfTo at 0.63 gal/square and roof cover underssiide ensity at .21 gal/square.Fiberboard Dens DeckbPrimesor SECUROCKGypsum- EverGuard TPO EverGuard TPO EverGuard TPO FB Ultra EverGuard TPO FB Ultra EverGuard TPO FB Ultra EverGuard TPO FB Ultra Bonding Adhesive (L- Contact(both sides) 0.46 gal/square/surface Low VOCBonding Contact (both sides) 0.84 gal/square/surface GAF LRF Adhesive M (LRF-M) or LRFAdhesive 1-Inch wide ribbons spaced as noted In tables herein. Note: The adhesive ribbons are located directly over O F LRF) Wet lay (substrate) the adhesive ribbons used to secure the insulation when the cover is bonded to Insulation less than 1.5-Inch thick. 18. The "Triposite Roofing System" notedherein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two 12) plies of Ruberoid 20 Smooth or three (3) plies of GAF FlesPly 6, followed by asphalt-applled 80-mil EverGuard TPO FBUltrawith 1-5/8" heat welded side laps. GLAS 19. Unless otherwise noted, the "Hybrid Roofing System" noted herein consist, of asphalt-applledRuberoid 20 Smooth, Ruberold Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri-Ply#75 Base Sheet or GAFGLAS 480 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. 20. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGuard TPO FB Ultra. 21 Th fof 1 e owing Insulations are interchangeable within the scope of this Evaluation Report: D EnergyGuard Polyiso Insulation D EnergyGuard NH Polyiso Insulation; EnergyGuard Ultra Polyiso Insulation a ➢ EnergyGuard NH Ultra Polyiso Insulation; EnergyGuard HD Polyiso Insulation a D EnergyGuard NH HD Polyiso Insulation; EnergyGuard HD Plus Polyiso Insulation Kb EnergyGuard NH HD Plus Polyiso Insulation. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 FBC HVHZ EVALVATION Evaluation Report 01506.12.13-1-R13 for FL36730-R32 Prepared by: Robert Nieminen; PE-59166 GAP, (800) 766-3411 Revlslon 13:02/16/2017 Appendix 1, Page 4 of 84 QA RINI 1 1 I ERD 22. Vapor barrier options for over structural toot VAPORBARRIER OPTIONS; STRUOTUpALCONCRETE'DECK; ADHERED INSULATION PER,TABLES SA-IAND.3A'2'g Ilfnitatlo05 The lesser ofthe MDP listings below vs. those In Table 3Aa 1plles: concrete deck with adhered insulation car the following Maximum Design Pressure (MDP) ` - Option # Primer Vapor Barrier a Attach Insulation Adhesive MOP (psf) 1 Matrix 307 Premium Asphalt Primer or ASTM D41 primer One Or two plies, GAFGLAS #75 Base Sheet, Tri-Ply#75 Base 2Sheet GAFGLAS PI 4, Tri-PI PI 4 or GAFGGLAS FIexPI 6 Hot asphalt applied Hot asphalt A Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch GR _ __ _ -360.0 ..... _._. ��-„��w Aneer 2D Matrix 307 Premium Asphalt Primer or ASTM D41 One or two plies, GAFGLAS #75 Base Sheet, Trl-Ply#75Base self -adhering-. _-.-_..._..-... GAF 2-Part, 12-Inch o.c. _10u.0 -250.0 - primer SheW.et, 2E Matrfz 307-0remium As halt Primer or ASTM D4l Gd30� Ply 4, Trl-Ply Ply 4 or GAFGGLAS FIexPI 6 Hot asphalt applied a GAF 2-Part, 12-Inch O.C. -262S primer 3A Matrix 307 Premium As halt Primer or ASTM D41 primer Ruberoid HW 25 Smooth or Ruberoid HW Smooth Hot as halts lied GAF 2-Part,12•Inch o.c. -270.0 3B Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheep Trl-Ply 075 Base Torch•a Iled iRF-M 12•Inch o.c. 180.0 Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGGLAS FlexPly 6 4A Matrix 307 Premium Asphalt Primer or ASTM D41 Hot asphalt applied LRF-M,12-inch o.c. -495.0 rimer UnderRoof 2 Pol ester -Surfaced Leak Barrier 48 Matrix 307 Premium As halt Primer or ASTM D41 primer Ruberold Torch SmoothSelf-adherin 01 Bond 500, 12-Inch o.c. 4C Matrix 307 Premium Asphalt Primer or ASTM D41 primer. Ruberoid HW 25 Smooth Torch -applied OlyBond 500, 12-Inch o.c. -1275 -165.0 4D Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 20 Smooth Torch -a Iled Matriz 102 SBS Membrane 01 Band 500, 12-inch o.c. -180.0 - 4B Matrix 307 Premlum Asphalt Primer or ASTM D41 primer Ruberold HW Smooth Adhesive at 1.5 gal/s uare OlyBond 500,.12•inch O.C. -2025 4F Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Trl-Ply q75 Base Torch -applied OI Bond 500,12-Inch o:c. -232.5 Sheet, GAFGLAS Ply 4, Tri-PI PI 4 or GAFGGLAS FlezPl 6 Hot asphalt applied OlyBond 500, 12•Inch o.c. 23. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on -352.5 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 Trinity END. Author Certificate Of Roben Robert NlNttion 49503 Evaluation Report 01506.12.13-1-R33 far FL36730-R12 Prepared by: eminen, PE-59166 FBC NVHLINALUgT10N GAF; (800) 766-3411 Revision 13: 02/16/2017 Appendix 1, Page 5 of 84 0 TRINITYi ERD TABLE2B-2q;LIGHTWEIGHT{ONCRETEDECK NEW.CONSTRUCTIONr RERDOF(TEAR OFF)`OR',RECOVER SYSTEM'TYPE C if'MECHANICALLY ATTACHED'.INSULATIONJPLATE,BONDED ROOF COVER'; System Deck LWC - No. (Note 1) (Note 15) Insulation layer Attachment MOP Fasteners (Note 4) Density Roof Cover Min. 22 o., Min. 200 psi, min. 2- (Psf) g type BV, Grade (Optional)One or more layers, Drill-Tec XHD and Drill-Tec LWC-32. 33 steel; 6'spans, 5/8-inch Inch thick cellular arty combination, preliminarily RhlnaBund TPO XHD Plates Maz. 24-inch o.c In rows XHD Plates or DEverGuard TPO bonec toRhiDrII°nd TPO XHD Tread TPO puddle welds, 6"o.c. lightweight Insulating attached(Tread Safe=min, 2- or Drill-Tec Rhlnoeond TPO s aced maz.30-inch o.c. Safe Plates with RhinoBond Portable Bonding Tool, concrete. Inch thick insulation p -52.5 XHDTread Safe Plates per manufacturers published instructions. TABLE4D:.LIGHTWEIGHT. CONCRETE DE'N15 CONST7iUCfION; RER00F. (TEAR OFe)'on R¢COYER' - :SYSTEN4 TYPE D-Si MECHANICALLYHE1111 400FCOVER_(n4RouGHLWICTo.EncAG[srxuciuwupiat).;-' system7steel;6'span Deck. LWC Insulation No.ote 1) (Nate 15) Roaf Cover. TYPO Attach Menibrane Fasteners 4) MOP go.,type BV, Grade MIn.200 psi, min.2- Attachment (Ps9 Inch thick cellular (Optional) One or more EverGuard Drill-Tec XHD with Drill-Tec 2 in. LWC-33. s, 5/8-Inch puddle Prelim. TPO ar lightweight insulating layers, any combination, Double Barbed XHD Plates, DrilHTec 12-Inch D.C. within 6-inch wide laps SaceE54- concrete, min. 0.25-Inch attach EverGuard Eyehook AccuSeam Plates or Drill- Inch D.0 and sealed with a lS-in hheat weld. -45.0 TPO.FB Ultra Teo 2-3/81n. Barbed XHD Plates Min: 22 go type B, Grade 33 FBC HVHZ approved (Optional) One or more Drill-TecXHD(steelonly)orDrill- LWC-34. . steel; 6'spars, Tm)W5 screw cellular lightweight layers, any combination, Prelim. EverGuard Teo 414 Fasteners(concrete only) Fastened through to engage structural deck,6. 6" olc orstructrural concrete Insulating concrete min. 1-Inch attach TPO FB Ultra with Drill-Tec 23/8In. Barbed XHD Inch D.C. within min. 6-Inch wide laps spaced 114- -45.0 Wm 220a.,rype B,Gmde80 FBC HVHZa raved Plates inch D.C. and sealed with a 1.625-Inch heat weld. PP (Option al) Combination more Prelim. EverGuard Drill-Tec SXHD with Ddll-Tec 23/4 Fastened through to engage str°cturaldeck,l2- LWC-35. steel; 6'spans, TmoC/S screw cellular lightweight layers, any One or ore 6° D.C. Insulating concrete min, 0.25-Inch attach TPO In. Barbed S%HD Plates Inch ox within 5.5-Inch wide laps spaced 114.5- -45.0 Min. 22 ga., rype.B, Grade 80 FBC HVHZapproved (Optional)One or more Inch D.C. and sealed with a lS-inch heat weld. LWC-36. steel; 6'spans,:rmar/S screw • cellular lightweight layers, any combination, Prelim, EverGuard Drill-Tec XHD with Drill-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-Tec2 in. Inch D.C. within 5-Inch wide laps spaced 115•Inch -52.5 Min. 22 ga., type BV(0.5%), Double Barbed XHD Plates _ D.C. and sealed with a I.5-Inch heat weld Min. 200 psi, min. 3- (Optional) One or more Drill-Tec XHD with Drill-Tec2-3/8In. LWC-37. puddle welds 6'spans, 5/8' layers, any combination, Prelim. EverGuard Barbed XHD Plates, Drill -To Fastened through to engage structural deck,6. puddle welds 6"o.c. Inch thick Elastizell Attach TPO Inch D.C.within 6-Inch wide la min. 1•Inch EyehookAttuSeam Plates or Drill- laps spaced 114-Inch -52.5 Teo 2 In. Double Barbed XHD Plates D.C. and sealed with a 1.5-inch heat weld. Min. 22 ga., type B, Grade 33 FBC HVHZ approved (Optional) One ormore Drill-Tec %HD steel on IV) orDrill- LWC-38. steel; 6'spans,Trezz/5 screw celllightweight layers, any Combination, min. Prelim. EverGuard Teo 414 Fasteners (concrete only) inch D.C.Fastenedwthin min.6inch wide lap, spacedG 6"o.c. orstmttrural concrete Insulating concrete 1-Inch attach TPO FB Ultra with Drill-Tec 23/8 In. Barbed XHD 112.5-Inch D.C. and sealed whha1.625-Inch heat 60.0 Min. 22 ga.; type BV (0.5%), MIn. 330 si, min. 2• Platesore. weld. LWG39. puddle dle weld 66Dspans, 5/8" Inch thick Celmre IaOyeq any mmbination, Prelim. EverGuard Dr111-Tec XHD with Drill-Tec23/B In. k, 6- Cellular through to engage structural der pudtlle welds 6"o.c, Cellular Concrete min. 0.25-Inch attach TPO Barbed XHD Plates Inch D.C. within 6-Inch wide la ss aced 90-Inch MIn. 22 ga., type BV 0.5%, p a -60.0 ( ) MIn.330 psi, min. 2- (Optianal)One or more D.C. and sealed whhal.5-Inch heat weld. LWC-40. Grade 33 Steel; 6'spans, 5/8 . Inch thick Celcore layers, any combination, Prelim. EverGuard Drill-Tec XHD with Drill-Tec 21n. Fastenedthroughtoengage Stmtturaldeck,6- puddle welds 6 oc _ Cellular Concrete min. 0.25-Inch attach TPO Double Barbed XHD Plates Inch D.C. within 6-inch wide laps spaced 114-Inch �LW -57711 stee 6eaaospTBfGr�_Seri > FBC HVHghtweiapproved (Optipnap One or more o c, and sealed with a 1.5•Inch heatweld.. -60.0 „• P ,aralaj/Screw cellular lightweight layers, any combination, Prelim. EverGuard Drill-Tec XHO,with'Dn0-Tec23Z4 in: nFaed th7orgp;p engage struetu-jai deek, 6- `L '�iO c•pinsulating concrete min. 0.2SInch t>'ta� TPO' Sartled_3_N16eI tesf-^^-�' F^that viRhln6,-nth v icjrjpsspaced]314•mchr'l ek`5+in9 " laz..aadsealed wi h a 1,5H6 aAweid i" DPvlSdeclt Ezterlor Research and Design, LLG d/b/e Trinity(ERD /�%dM j Prepared repCertiacateaf Robert NiemieniPE- � - Evaluation Repart01506.12.13-1-R33 for R36730-R32 Prepar ate of Robert Nieminen; PE-591 ppp FBC HVHZ EVALUATION L E T� LyGAF; (800) 766-3411 Revision 13: Page 57 of 84 Appendix 1, Page 57 of 84 Lab Report No. 127553A-6 07 FLORIDAI TEC PROVIDING SOLUTIONS TO THE ROORNG WDUS CA # 30448 Lab Certificate # 17-0703.01 FIELD WITHDRAWAL RESISTANCE TEST RESULTS TAS-105 TEST DATE: Au ust 17, 2017 COMPANYNAA&: Tecta America PROJECT ADDRESS: 4810 - 4818 N Kings Hwy, Fort Pierce MILE COPY 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: Com-Ten Blanco 2000 / SPl-lKD-RS Deck Type: -- = Meta I - Min Characteristic '275 or above. Resistance Force: - See following pages for more details. DISCLAIMER All r pen ations performed by Florida Tec, Inc. in order to perform the required number of tests will ONLY be sealed on a li ited F,.LI�ORARY basis. Contractor and/or owner are responsible to perform permanent repairs to avoid any roof leaks. P.E. 10735 SW 216v' St. Unit 416 Page 1 of 3 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLO 4 TEC PROVIDING SOLUTIONS TO THE ROOFfNG INDUSTRY FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Roof Area: BUILDING/ROOF SYSTEM INFORMATION Roof Area Dimensions: Height: 15Fr Length: 92 FT Second Largest Dimension: 7Fr Total Roof Area: 644Fr Squares: 6 DECK TYPE FASTENER INSTALLATION INFORMATION FastenerType: Is the fastener a self -driller? Number of tests conducted: Component to be secured: Pre -drilled? Metal NISXHDFasteners YES 10 Anchor or Bose Sheet YES Test-1— :Number.; PI'..'...; .Identifiers Indiai&Failure r� ,.,. Load. Ib Field Perimete ,ortCorneriArea ,y 1 A 466 Comer 2 475 Comer, 3 495 Field 4 573 Perimeter 5 529 Field 6 ` 512 Field 7 S27 Field 8 478 Perimeter 9 566 Perimeter 10 520 Comer STATISTICAL ANALYSIS: Mean Failure Load: Sample Standard Deviation: Min. Charasteristic Resistance Force: It 513.10 Sr— 36_41 F= 487.08 MINEAN-OW4, • M M bi 10735 SW 2161' St. Unit 416 Page 2 of 3 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 FLORIDA TE'C PROVIDING SOLE ONS TO THE ROOFlNG INOuI y Roof Are Grounl ROOF SKETCH: 9z W ' 05 � 07 09 10 02 �3 *4 �6 08 T 7' L 10735 SW 216th St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 3 of 3 Fax: 305-256-6833 www.FloridaTEC.net Lab Report No. 127553B-6 FLORIDAI TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY CA. # 30448 Lab Certificate # 17-0703.01 DATE: August 18, 2017 COMPANYNAd1E: TectaAmerica PRoJECTADDREss: 4810 - 4818 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 Ed 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 £t Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg h: Mean Roof Ht = 15.00 ft Type of Roof = FLAT RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 92.00 ft Bldg Width Across Ridge= 7.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASO Design, with a Load Factor of .6 Width of Pressure Coefficient Zone ^a^ = = 3.00 ft Description Width Span Area Zone Max Min Max P Min P £t ft ft-2 GCp GCp psf Pee 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 Spacing Calculated In Accordance WithRAS-137 System Type: LWC-41 " ,rMaiDesiguPressure^> _ :tiZ/=Fastener':'++` �. 3,^F -Mck:Type 60 y r , 285 t Metal 475 DevatedPressureZGne Fasteners Spacing. Sheet Width =.. ,(inch) (inch) _- ". 11e1d . 37.80', 6 114 enmeters'='f :. 6142 12 35 12 35 P.E. Perimeter Width (inch)' 36.0 ,y j¢w YYs�r �3 gulf ARE t 10735 SW 216th St. Unit 416 Tel: 305-256-4550 www.FloridaTEC.net Miami FL 33170 Page 1 1 Fax: 305-256-6833