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Home My WebLink AboutProduct Approval Roofing'Fib Stil ! dt ✓t% � fl+"��'� i�£1 `�'�}�� %L+� +rt�'� ,rT 4 + ti w! In BCIS Home r 'E' -,e Le9In UserRegisbatlon Hot Topics Submit Surcharge Businesw, �� ff j_. Professional {�USER: PublicUserf {pri i �,�a i ,r t a 51 Stats & Factsoe ps{£i1�i$ia " Publications FB; C staff aCls Site t P LitW,0 Links Search ; � Po'odurr Annm t M > Product nr a.,rat..�.,_- .. Aoeticatlon I to 4,ti, Ate ez�7t y s+rti"g y;> aPPlieation D�tail FL # Application Type FL9487-R4 Code Version Revision Application Status 2014 Approved 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 the Evaluation Report Who developed Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Tarco Roofing One Information Way Suite 225 Little Rock, AR 72202 (254) 913-7750 smohseen@tarcoroofing.com Shaik Mohseen smohseen@tarcoroofing. com Shaik Mohseen 2403 Taylors Valley Road Belton, TX 76513 (254) 913-7750 smohseen@tarcoroofing, com diBituiTi'en iRooaSgStem Evaluation Report from a Florida Registered Architect or a t -eri.c ed Florida Professional Engineer Fvaivation Report - Hardcopy Received Robert J.M. Niernlnen PE-59166 YL LLC 10/13/2017 John W. <nezevich, PE ' Validation Checklist - Narcicopy Received 7 co 5 C e e df S n rd ASTM D226 ASTM 1365163 ASTM D6164 FM 447o FM 4474 YeAr 2006 2000 2005 1992 2004 02 Sections from the Code' V Product Approval Method Method 1 Option D Date Submitted Date Validated 12/17/2015 Date Pending FBC Approval 12/17/2015 Date Approved 12/21/2015 02/ 10/2016 Summary of Products FI (Model Number or NameDescription F 19487.1 - - LeakBarrier EasyStick Modified Self -Adhering Modified Bitumen Roof Systems Bitumen Roof Systems - -- -- ..-.._---------`------_-_-_-----_ Systems --- ILimits of use ----- Approved for use in HVHZ: No / j .Approved for use outside HVHZ: Yes (\ :Impact Resistant: N/A Design Pressure: tN/A/-135 Other: 1.) The design pressure In this application relates to one particular assembly over concrete deck Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use.__--_.,,....------...--------- C,; ied By: RobertJ.M. Nieminen PE - 59166 Created by Independent Third Party: yes Evaluation Reports 9487 R4 A 2015 1_ 2 FINAL €R TARr n 4 df MODBrr q FL2%13Z Created by Independent Third Party: Yes EI Coma :: 1940 Nonh pi nryje st-fp { Tallaha cs.e p 32300 The State of Florida is an AA/EEO employer. phone; 85— 0-497-ice S�1oht 2007-2013 $hate of Flnririx Under Florida law, email addresses arePublic h1MG $tatem nt :; --�—. E4ibllity Statemem :: e I .,��:m�M; mail to this entity. Instead, contact records. b . If you do not want your e-mail addresss released In response 455.275(1), Florida Statutes, effective October 1, 2012honelicensees or by traditional licensed tinder chapter If You have any questions455, F.S. must pmPlease de the Department with an em395, ail L Ords request, do 1t to d eie:tronlc one. The emans provided may be used for officlal communication with the licensee. however email addresses are contact Public If 487 You do not v h t� u ctltrn rs Personal address, please provide the Department with an email address which can be made available to the public, To determine If you am a [loan ie un `er Chapter p nt I'theI have 455, F.S., please click I y a r 1 a product Approval Accepts: rCMyf. I A..—: .... .. _ (1 1..'ArrA0fMENTREgU(REMENTSF:�e.Wwn - iaote Deck 1A is 1C-1 Wood Wood Wood Application New, Reroof (Tear -Off) or Recover New, Reroof (Tear -Off) or Recover Now nr Rn....-c ir__ _ . Type C a Description Mech. Attached Insulation, Bonded Roof Cover sulch. Attac Insulated, Mehed Raca c►,eo+ Q _�_� Page 2 --• -- i�rar-viTl----••--., .. 'u� noort.over 1C-2 Wood E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 2 New, Reroof (Tear -Off) or Recover 1D Wood E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 2 New or Reroof (Tear -Off) The fotlowin noF Non -Insulated, Bonded Roof Cover 3 tes a I to the s stems outlined herein: - 1• The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accords �• 3 roof deck shaft be documented through proper codified and/or FBC Approval documentation. 2• Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient ten accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the Wood Deck: OMG #12 or #14 HD with OMG 3 in. Galvalume Steel Plate or Tru-Fast DP or HD with MP-3 plates. Minimum' = 3 • Unless otherwise noted, insulation may be any one layer or combination of polyeel Plate or , Polystyrene,gth for the following engagements: 3 and is documented noted, meeting FBC may 1505.be i and, for foam plastic, FBC Chapter 26, when installed with the roof cover. u -ba plywood penetration meets minimum a inch wood plank embedment. woad fiberboard, perlite or gypsum -based roof board that meets the 4A requirements of F.A.C. Rule 61G20- 4• For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assemblyshall Chapter a and Zones 2 and 3 shall employ partially attachment density designed by a qualified design professional to resist the elevated re Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) i f FM LPDS 1 professional for Zone o r enhancements. meet or exceed the Zone 1 design pressure determined in accordance with FBC 5• For assemblies where all components are fully adhered, the maximum design pressure for the selected assembly shall meet or exceedpressure criteria. Commonly used methods are RAS 117 and FM LPDS 1 29. rational ass analysis is permitted. 6. For mechanically attached components over existing decks, fasteners ch�tt k critical design pressure determined in accordance with FBC Chapter 16, and no minimum reoulmm..,+. c --withTAS ,.. -o resistance. A qualffied design professional shall review the data for comparison to the 7. For existing substrates in a bonded recover or re -roof installation, the existing accordance su fa a or existing105 nrofof deck shall .examined for roof system (for recover) shall be capable of resistingproject design_pressur9a -- _ �mPatthro through fi id periatmance with the selected adhesive, and the existing AN 1/SP.R►JArlor 24 =---- --- - - —--.._..-=-- ---- ---- — ment to t E3atisfac ion o the AHJ, as documented through field uplift testing in accordance with ASTM Eve, FM he existing MDF =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC, d/b/a Trinity IERD C'ertificote of Authorization N9503 .r,P,repared by: Robert Nieminen, PE-59166 Evaluation Report T39820.12.11-R2 for FL9487-R4 Revision 2: 12/17/2015 Ann.n 4;i 9 n--- . .. - System No. W-1. W-2. System No. W-3. W-4. W-5. System No. W-7. W-8. W-9. Deck (See Note 1) Type Min. 19/32" plywood at max. 24" spans EasyLay Min. 15/32" plywood at max. 24" spans EasyLay Min. 15/32" plywood at max. 24" spans EasyLay Min. 15/32" plywood at max. 241" spans EasyNailBase Exterior Research and Design, LLC. d/b/a Trinity(ERD L-ertifrrnte of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 TABLE 1A: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C. MECHANICALLY ATTACHED Deck (See Note 1) INSULATION, BONDED ROOF -COVER Base Insulation Layer Top Insulatlon Layer Min. 15/32" Plywood at max, 24" spans (Optional) One or more layers, Min. 3/8-inch SECUROCK Gypsum- Base Ply Y Type Fasteners Attach any combination, loose laid Fiber Roof Board See Note 2 1 per 1 ft` Min. 15/32" plywood EasyBase (Optional) One or more layers, Min. 2-inch ACFoam 11, EnergyGuard at max. 24" spans any combination, loose laid Polyiso, ENRGY 3, H-Shield, ISO 95+ See Note 2 GL or Multi -Max FA3 1 per 1 ftZ EasyBase TABLE IS: WOOD DECKS —NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY DecNote 1.) ATTACHED BASE SHEET, BONDED ROOF COVER Insulation Layer Min. 15/32" 32" I / plywood Type Base Sheet Attach Type Fasteners Any type, thickness or Attach at Max. 24" spans Min. 15/32" plywood combination Loose laid EasyLay See Note 2 10-inch o.c. in the min. 4-inch lap and 10-inch o.c. in at max. 24" spans Any type, thickness or two (2), equally spaced, staggered center rows combination Loose laid EasyLay See Note 2 8-inch o.c. in the min. 4-inch lap Min. 15/32" plywood at max. 24" spans and 8-inch o.c. in Any type, thickness or Four (4), equally spaced, staggered center rows combination Loose laid EasyNailBase See Note 2 6-inch o.c. in the in. 4-inch lap and 6-inch o.c. in four (4J, equally spaced, staggered center rows TABLE 1C-1: WOOD DECKS— NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E. NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (nabs}, BONDED ROOF COVER Base Sheet Roof Cover MDP Ply Cap (Psfl (Optional) Easy6ase EasyStick Plus .52.5 (Optional) EasyBase I EasyStick Plus I -82.5 Roof Cover MDP BasqPly Cap (Psf) EasyBasEasyStick Plus -60.0 EasyBasEasyStick Plus .135.0 Easy6ase Fasteners 12 ga. annular ring shank nails and min. 32 8 a., 1-5 " g / diameter tin -caps. (Ref: FBC 1517.5) Attach 7-inch o.c. in the 4-inch lap and 7-inch o.c. in three Base Simplex MAXX Cap Fastener (31, equally spaced, staggered center rows 8-inch o.c. in the min. 4-inch lap EasyBase 12 ga. annular ring shank nails and min. 32 1-5/8" and 8-inch o.c. in ur ually spaced, staggered r rows 4o.cpn EasyBase ga., diameter tin -caps. (Ref: FBC 1517.5) 4o nchthe 4 inch lap and 4-inch o.c, c, in four 12 ga, annular ring. shank nails and min. 32 ga., 1-5/8" (4), equally spaced, staggered center rows EasyBase diameter tin -caps. (Ref: FBC 1517.5) 4-inch o.c, in the 4-inch lap and 4-inch o.c, in five (5), equally spaced, staggered center rows EasyBase EasyStick Plus 1 -135.0 Roof Cover MDP Cap (Psf) EasyStick Plus -60.0 EasyStick Plus 1 -82.5 EasyStick Plus 1 -12.0.0 EasyStick Plus 1 -120.0 Evaluation Report T39820.12.11-R2 for FL9487-R4 Revision 2: 12/17/2015 Appendix 1, Paee 2 of 3 TABLE IC-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE E: NON -INSULATED, MECH11 g11 N(CALLY ATTACHED BASE SHEET (screws & sates BO{y13ED � System No. Deck (See Note 1) base Sheet Plates) Roar �(3iicrc i W-10. W-11. W-12. System W-14, Type Fasteners Min.15/32" plywood at max. 24"'spans EasyLay See Note 2 Min.15/32" plywood at max. 24" spans EasyLay See Note 2 Min. 15/32" plywood at max, 24" spans EasyNailBase See Note 2 Attach 10-inch o.c. in the min. 4-inch lap and 10-inch o,c. in two (2), equally spaced, Base staggered center rows 8-inch D.C. in the min. 4-inch lap and 8-inch o.c. in four (4), equally spaced, EasyBase staggered center rows 6-inch o.c. in -the min. 4-inch lap and 6-inch o.c, in four (4), equally spaced, EasyBase staggered center rows EasyBase TABLE 10: WOOD DECKS; —.NEW CONSTRUCTION or REROOF (Tear -off) S1rSTEM PE F: BONDED ROOF COVER (See Note 1) atTmazt'24;�s�a ns �`_� None ` r'° Ply Min. 15/32" plywood pi (Optional) EasyBase '"(Optional) EasyBase ywood joints are covered with 4-inch wide strips of EasyBase, rolled into at max. 24"spans place to create continuous bond. (Optional) EasyBase (Optional) EasyBase Exterior Research and Design, LLC. d/b/a Trinity) ERD •Certicate of Authorization os03 .,.Prepared by: Robert Nieminen, PE-59166 r Roof Cover MDP f Cap (psf) EasyStick Pius 60.0 EasyStick Plus 1 -135.0 EasyStick Plus 1 -135.0 MDP EasyStick Plus I -120 0 Evaluation Report T3982D.12.11-R2 for FL9487-R4 Revision 2: 1211712015 Appendix i Pz— -j .,o