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Home My WebLink AboutREVISION'SCANNED I By OFFICE USE ONLY: lv s4t Lucie County .• O pst-A �� t I PERMIT # �� DATE FILED: _ C� �O REVISION FEE: 't RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVA 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.565: '.; (772) 462.1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION LOCATION/SITE ADDRESS: y-790i v DETAILED DESCRIPTION OF PROJECT REVISIONS - CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: ' STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAMEU� rS ADDRESS: d4•40_ �`Clt dui A 1 ST. LUCIE CO CERT. #: FAX: ZIP: CITY: STATE: /cc ZIP: PHONE (DAYTIME: - - D FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 f . Florida Building Code Online Page 1 of 2 BCIS Home I Log In I User Registration ( Hot Topics I Submit Surcharge FI rida to (r " Product Approval 01 0 - USER: Public User Product Approval Menu > Product or Application Search > Application List > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL1 2017 Approved Detail Tri-Built Materials Group, PO Box 70 Rutherford, NJ 07070 (800)I516-1485 david.ruiz@tribuiltmci.com DavidlRuiz david ruiz@tribuiltmg.com b '*� A>�tsd'fuepit' nA til#�#e#aars< coi4ncs##ea ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO OUNCE REVIEWED BY DATE / PLANS AND PIEAMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Isgroup.com Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050ILouisiana Street 4�V Merri IviIle, IN 46410 rich. churman@alliedbuilding.com Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By David) Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmateria Bitumen Roof System valuation Report from a Florida Registered Architect or a Licensed 9orida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-5P166 UL LLC 10/66/2018 John W. Knezevich, PE ® Validation Checklist - Hardcopy Received i 1`1_16027 R2 COI 2017 01 COI Nieminen.Ddf Standard ASTM D6163 ASTM D6164 ASTM D6222 FM '4470 FM 4474 i Year 2008 2011 2011 2012 2011 i https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 6/15/2018 Florida Building Code Online I Page 2 of 2 Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 09/25I2017 Date Validated 09/30%2017 Date Pending FBC Approval 10/08%2017 Date Approved 12/12%2017 Summary of Products I FL # Model, Number or Name I Description 16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL16027 R2 II 2017 09 FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-R2.1)df Impact Resistant: N/A I Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The Design Pressure noted in this application) Evaluation Reports refers to one system. Refer to ER Appendix for all systems FL16027 R2 AE 2017 09 FINAL ER TRI- and max. design pressures. 2.) Refer to ER Section 5 for BUILT MODBIT FL16027-R2.Ddf Limits of Use. I I Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone The State of Florida is an AA/EEO employer. Copyright 2007-2013 Under Florida law, email addresses are public records. If you do not electronic mail to this entity. Instead, contact the office by phone or t Section 455.275(1), Florida Statutes, effective October 1, 2012, license they have one. The emails provided may be used for official communi supply a personal address, please provide the Department with an email Chapter u id. Tallahassee Fl. 32399 Phone: 850-487-1824 ate of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement nt your e-mail address released in response to a public -records request, do not send raditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to licensed under Chapter 455, F.S. must provide the Department with an email address if on with the licensee. However email addresses are public record. If you do not wish to cress which can be made available to the public. To determine If you are a licensee under I, F.S., please click here_. t Approval Accepts: RE M CreditCard Safe i i i https://www.floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 6/15/2018 y � �TRINITYJERD Table Deck Application Type Description 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Page IA-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 5 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-1 Wood New or Reroof (Tear -Off) E. Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-2 Wood. New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 7 1F Wood New or Reroof (Tear -off) F Non -Insulated, Bonded Roof Cover 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover B 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover p Prelim. Attached insulation, Mech. Attached Base Sheet, Bonded Roof Cover 9 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 10 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 11-14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 14 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover___ 15-16 4C- _ _LWIC - —New orReroof (Tear=O - - E — __ __ _ Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover --- 16- - 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 17-19 56 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 20 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 21 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 5E CWF New, Reroof (Tear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 22 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 23 6C Gypsum New, Reroof (Tear-Off)'or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 6D Gypsum New, Reroof Tear-O or Recover ( � E Non -Insulated Marl. er+a:�tiva n�.., cL..... e 24 --- - .-.__....... .. ua� , e��, Bonded Roof Cover 24 Various Recover A-1 Bonded Insulation, Bonded Roof Cover 7B Various Recover F 25-26 Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-inch penetration. > Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. D Structural concrete: Minimum 1-Inch embedment into pilot hole In accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization #9503 n+ EDITION (2017) FBC NON EVALUATION Evaluation Report A42970.10.12-112 for FL16027-112 Systems; 6 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Appendix 1, Page 1 of 26 / TR IKIIN I Fan 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal.or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to:Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads s ➢ HA (HA): Full coverage at 25-30lbs/square. hall expand as noted in the manufacturer's published instructions. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ Millennium One Step Foam"able Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500 (OB50D): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants CR-20: Continuous 2.5.3.5-inch wide ribbons,12-inch o.c. ➢ Note. When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the'specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate 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 may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP-15.7.5_psf (Min-0.5-inch-thick)- - ---- - --- ➢-OMG OlyBond-500-(OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (08500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0:5-inch thick ENRGY.3) ➢ OMG OlyBond 500 (OBSoo): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II). ➢ ICP Adhesive &Sealants CR-20: MDP -117.5 psf .(Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC, d/b/a Trinity) ERD Certificate of Authorization #9503 TH Evaluation Report A42970.10.12-R2 for FL36027-R2 6 EDITION (d Bitumen FBC NON SysteHVHZms; EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 m 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. 16. ---- —applies:-- - - - - --- QfRINITYIERD _ ••_= r_o . uwulduon-carry-Tne Touowing Maximurrm Design Pressure{MDP) limitations. The lesser ofthe MDP listings below vs. those in Table 3A n # Primer Vapor Barrier Type . ASTM D41 TriBuiit SA SBS Base Attach Insulation Adhesive MDP (psf) . ASTM D41 TriBuilt SA SBS Cap NVVIB-4 Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 . ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 Self -Adhering CR-20,12-inch o.c. VB-5. ASTM D41 TriBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump -270.0 Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. -290.0 17. Dens Deck shall be field -primed with PG300 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. . 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable loads. wind Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity ERD Certificate of Authorization #9503 ' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report A42970.10.12-R2 for FL16027-R2 6 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Appendix 1, Page 3 of 26 \J TRINITY I ERD h `�T«" ! a, , •� �-��; n * - Ar `h:'a .� s -. u = a - r :s nr.-x -, wsv .. , K . .ni :� �-'.�,.�'is } ',I"�i �i� ��' ks� '3'' - ;i�2'r��4"" "'�5''"yr�� °;'� ' �� r�i�"._.,,, .,i'i "a"`' �' � ��^7��r� j x••: _ x.;, „a,.... •�.a � �•e••.� ' �` E �TYt�''1,' � 'i g4yi,• r.�Cw� r �.-+_.._ v :nia ' v ,.,_.. .,�..... K. �:, .,x-- • �� > r" ,�A�R�'" 'c'�. ;i yk�` _ '. i - �'`g �b;:,T` wJ`�*i7"'%^'�'G.��'e� y'("t3 � � �4 zx �?r1' �l.F��lr�lahw¢2 �' `5, 3 .}7y y4 ,. '„4 � V .,^' i k A hpj..•r i _ .4RY .h.:. Deck Anchor Sheet n. Y's a:4ih . kl3 J i§9 tw . W M �.(fiv. 9 � M1 �. 'o-.. Base Insulation .. 1�Ykf. '&.X.N o mM.x.•Es..H.+i. e" waii .,kS2AG+x � kASC�• QQ� �i Xi:' Pi':�.. Top Insulation Roof Cover (Note 15) {S! Yak'n'~ System MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 0.25-inch Dens Polyglass G2 Base; 8-inch o.c. in 4- Deck, Dens Deck Prime, Min. 19/32- CertainTeed Glasbase, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - inch plywood Firestone MB Base, JM inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA' W-1 max. Tamko tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA - BP -AA SBS-TA, -60.0 spans inch spans in GlassPermBase or Glass Base or a annular ring g ' g spaced, p type II polyiso- (homogeneous) or min. APP-TA GAFGLAS #75 shank nails staggered cyan urate 0.5-1hch Structodek center rows High Density Fiberboard Roof Insulation Polyglass G2 Base, 8-inch o.c. in 4- Min. 19/32- CertainTeed Glasbase, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC Min. 0.25-inch Dens (Optional) SBS-SA, inch plywood Firestone MB Base, JM inch diameter inch o.c. in Approved, Deck, Dens.Deck Prime, One or APP-SA, W-2 at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA SECUROCK Gypsum- HA SBS-SA more SBS- SBS-TA or -60.0 inch spans Glass Base or ga. annular ring spaced, type II polyiso- FierRoofBoard b -- - - SA or - - APP-TA - - -- _ — _— -GAFGLAS #75 --- shank nails_ _ _staggered- - - -tyanurate — — — — — — _ _ APP-TA _ center rows 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, ' Min. 19/32- Polyglass Elastobase 32 ga., 1-5/8- inch diameter inch lap and 6- inch o.c. in ACFoam II, III, CR-20 or M- Min. 0.25-inch pens D-IS, SBS-AA, W-3 inch plywood or Polyglass tin caps with 12 - -� four, equally � H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, BP -AA (Optional) SBS-TA, -60.0` at max. 24- Elastobase Poly ga. annular ring spaced, Shield CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA APP-TA inch spans shank nails staggered Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA center rows or ENRGY-3 oc 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, Min' 19/32- Polyglass Elastobase 32 ga., 1-5/8- inch diameter , inch iap.and 6- - inch o.c. iri ACFoam II, III, CR-20 or M- D-IS, (Optional) One or SBS-SA, W-4 inch plywood or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop (Optional) Additional OB500, SBS-SA more 585- APP-SA, 60.0` at max. 24 Elastobase Poly ga. annular ring spaced, •Shield CG, fastener layers of base insulation CR-20 or SA or SBS-TA or inch spans shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA APP-TA APP-TA center rows or ENRGY-3 oc Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-RZ Revision 2: 09/25/2017 Appendix 1, Page 4 of 26 QOTRINITYIERD -;, fli a; � . .,, a-r -n t s' :x 5''7� t; _ .. , , s+ '' a ..,` 11�L-E 0 ��r �� K GVCQ '(I>1DU(r `�;f x_ ^K.;a t'. ..3;.; 3 ,.,bS d MI'MR,t �>3'. System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) 12-inch o.c. in 4- Min. 0.25-inch Dens Deck, Min. 19/32- Polyglass OMG Flat inch lap and 12- (Optional) FBC Dens Deck Prime, SECUROCK inch plywood Elastobase or Bottom Plates inch o.c. in two, Approved, Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- W-5 at max. 24- Polyglass (square) with equally spaced, ASTM C1289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center type II polyiso- (homogeneous) or min. 0.5- Poly cyanurate inch Structodek High Density rows Fiberboard Roof Insulation Polyglass 12-inch o.c. In 4- (Optional) FBC (Optional) Min. 19/32- inch plywood Elastobase or OMG Flat Bottom Plates inch lap and 12 inch o.c. in two, Approved, Min. 0.25-inch Dens Deck, One or 585-SA, APP- W-6 max. Polyglass (square) with equally spaced, ASTM C1289, HA Dens Deck Prime,•SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 in inch spannss Elastobase Roofgrip #12 staggered center type II ofiso- P y Gypsum -Fiber Roof Board SA or APP- or APP-TA Poly cyanurate TA rows }y;�+f� t Rt - e.�:kd ijz ,�,�' .:f � * � . r�k,_ +'mod. �SY'l a9� .p -fig R-7•Y�..R t'r ,�-� sa :. ".. @'.� wy.. '�o x ..yt' i` fi" 3+R_,i=:f: oti^,r-'�'ar � _ . 1� ?_y�d�'��f �ti�'v �;�., Wx. ,"' L B' � . i� , � �{Ct�►,11�'� �J'` '., :i �"�7!OF` , :E - � kF E'.N�' •a {��. - & cif �Sn ai - .^+ . _ _ �t � ,x.:s • r 1 I ��, •z-u+ ::�:�3�5}k�" % e {`,�•'' 4#''�c n' dF -u'� ��S�LL(('�'�jj f ,y1' * � � �•j'`. . � S u7s_ Sw :.. n.0 X<£ i3eT"9 J.ttaa �;... .. riFJlf Ytv •YA..sn..ter: � y L��yJ� a �. r 'y-* tu^.Vi6 .t+ .. ...3+1'YSi15:3K System Base Insulation Layer Top Insulation Layer Roof Cover (Note.15) MDP No. Deck (Note 1) Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 19/32-inch Min. 1.5-inch Dekfast Hex withi' Min. 75-inch 0.FescoBoard ,., (Optional if (Optional if using W-7 I at max. 24-inch plywood P ENRGY 3, H-Shield Dekfast k2 or TruFast 1 per (homogeneous) or min. 0.5-inch HA' using AA Ply) AA Base) One or . SBS-AA, SBS-TA, 60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ftZ Structodek High Density Fiberboard BP-AA more more BP -AA or APP-TA Roof Insulation Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26 Q�TiINITYJERD sss�.F yA . �A� �� 6�d y Sit � t �b'��4'� }*�c.� -. c,� �` V�� .r �, '��" • � s a System Deck (Note 1) Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP Type Fasteners Attach Base Ply Ply Cap Ply No. Layer (Psf) Min.19/32-inch (Optional) Min. 0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 plywood at max. One more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 per2 .33 using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- 82 5 24-inch spans any coo mbination, inch Dens Deck, Dens Deck Prime or Dekfast #12 DP ft BP -AA or APP-TA TA loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume W-9 Min. 19/32-inch plywood at max. One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with Dekfast #12 DP or 1 per 1.33 (Optional) One or more SBS-SA, APP-SA, SB5- -82.5 24-inch spans any combination, Polytherm TruFast MP-3 with ft SBS-SA or APP-TA TA or APP-TA loose laid TruFast DP V System — _ Insulation.Layer(s)--- - — — — — — -- — — --Base Sheet Roof Cover (Note 15) MOP No. —Deck1)— (Psf) Type Attach Base Fasteners'" Attach Base'Ply' Cap Ply Polyglass Elastobase, Polyglass OMG Flat Bottom. -Plates Min. 19/32-inch One or more layers, Prelim. Elastobase Poly, Polyglass 62 Base, (square) with Roofgrip 12-inch o.c. in 4-inch lap and 12- .(Optional) One SBS-AA, W-10 plywood at max. any combination Attached CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans Base,1M Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP=SA, W-11 plywood at max. any combination Attached Elastobase Poly with poly top surface #14 or MP-3 with inch o.c. in two, equally spaced, SBS-SA SBS-TA or 52.5 ; 24-inch spans TruFast Trut HD staggered center rows APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-12 plywood at max. any combination Attached Elastobase Poly (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -60.0 24-inch spans staggered center rows or APP-TA APP-TA Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, W-13 plywood at max. any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 inch o.c. in two, equally spaced, SBS-SA SBS-TA or 60.0 24-inch spans staggered center rows APP-TA Exterior Research and Design, LLC. d/b/a Trinity a ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26 OIN INITY ERD .. :Y..-+Yt'..:a.., c, �x rr.'Q t ;... �,.',+ ?.;. �_ .: N' "'' i'*' ^i '. •J:. t n t' s� . . g: y.t rE 0 NE1f1 C IV.. 't5O EEFV01111, i yy 1^3 ar srr3.�a r ..e3i} -,C ., a a.. ,i. Maw, � � ;F.E�rya �, 1''} +a�..ry? ��,,' i. - _: 4..i .4 �� {P.... ..:,n , t,. & �i yy N►1IS T6f) Ct�tLL • KC B : C ��y`�'YV'.':�%'�.I�.e�a..ti`A'i�i::h{'�{F�1Y.i•''�'�'�.�i• .. $ :.<'.}�'�amil ...ati i.�• '1i`�9. System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 15/32-inch W-14 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA -45.0" inch spans equally spaced, staggered center rows APP-TA or APP-TA Min. 15/32-inch W-15 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA -52.5 inch spans equally spaced, staggered center rows APP-TA or APP-TA Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase (Optional) one or W-16 plywood at max. P Poly, Polyglass G2 Base, CertainTeed 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, SBS-AA, SBS- 24-inch spans Glasbase, Firestone-MB Base, JM Perma- with 11 a. annular ring shank nails g g equally spaced, staggered q Y p ggered center rows more BP -AA or TA, APP-TA 60.0 Ply 28, Tamko Glass Base or GAFGLAS #75 APP-TA W-17 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, (Optional) One or SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface with 11 ga. annular ring shank nails equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -60.0 APP-TA APP-TA Min. 15/32-inch - W-18 plywood at max. 24- — — Pol lass-Elastobase-_— — - -- - - — Yg Simplex MAXX Ca - - p p -6-inch o:c.at-2-inch-lap and 6=inch ox: in two, (Optional) BP -AA or SBS-AA, SBS-TA 90.0 - - - inch spans equally spaced, staggered center rows APP TA or APP TA W-19 Min. 19/32-inch t m plywood at max. Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 4-inch o.c. in 4-inch lap and 4-inch o.c. in four, (Optional) One or -SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface with 11 ga. annular ring shank nails. equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -97.5 APP-TA APP-TA Min.15/32-inch W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o .c. at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS-TA -105.0 inch spans equally spaced, staggered center rows AO -TA or APP-TA W-21 Min.19/32-inch plywood at max. P Yw Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or SBS-AA, SBS- 24-inch spans Elastobase Poly with 11 ga. annular�iiig shank nails equally spaced, staggered center rows more:B or TA, APP-TA -112.5 APP-TA, Min. 19/32-inch 32 ga., 1-5/8-inch diameter tin caps SBS-SA, APP- W 22 plywood at max. Polyglass Elastobase or Polyglass with 11 ga. annular ring shank nails. 6-inch o.c. in 4-inch lap and 6-inch o.c. In four, (Optional) One or 24-inch spans Elastobase Polywith of to surface poly P Note: Tin caps are to be rimed with P P equally spaced, staggered center rows q Y P gg more APP-TA SA, SBS-TA or -112.5 ASTM D41 primer. I I APP-TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 7 of 26 d Q0TP-.1N1TY1ERb V ' f i...-...f R�ak: . .+i� {.k v.. <r,+R'A�h.?rr.,lii2 .�.L.r.h._��.„-aV"tfi "f�. +2alNzC.��M�'� ., • s System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP Base Fasteners Attach No. Base Ply Cap Ply (Psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA SBS- W-1 plywood at max. Glasbase, Firestone MB Base, JM Perma- Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or , TA, APP-TA -52.5 24-inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 or Tru Fast MP-3 with Tru Fast HD center rows APP TA Min. 19/32-inch Polyglass Elastobase or, Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD o.c. in two, equally spaced, staggered SA, SBS-TA or -52.5* 24-inch spans P . center rows APP-TA W-3 Min: 19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c..in 4-inch lap and,12-inch o.c. in two, equally spaced, staggered (Optional) One or more BP-AA'or SBS-AA, SBS- -60.0 24 inch spans P Elastobase Poly Roofgrip #12 center rows APP-TA TA, APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-4 plywood at max. Elastobase Poly with poly top surface Roofri#12 gp o.c, in two, equally spaced, staggered SA SA, SBS-TA or -60.0* 24-inch spans center rows APP-TA a;-. I'MT y 'Y'F.rTY M,+MI N 41R" � RP b- Q�6 I� ;�: CI��A/4�L?'��Si•. � <•-F.�M` f.�"=.: Roof Cover (Note 15) MDP System Deck Primer Joint Treatment Base Ply Ply cap Ply (Psf) No. W-5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA -90.0 at max. 24-inch spans APP-TA or APP-TA W-6 Min. 15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuiit SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA -97.5 at max. 24-inch spans SBS Base, rolled into place.to create continuous bond. APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26