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Home My WebLink AboutProduct Approval Architectonic Inc October 26, 2018 ERECEIVED 018 Saint Lucie County Building Department Attn: Roof Permit Plan Review Permitting 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Roofing specification prepared for the St. Lucie County Building Dept.for the structure located at 1103 Osceala Drive,St. Lucie County Manufacturer: Tri-Built Roofing Products Profiles: Tri—Built Modified, FL#16027.1,System W-16 Code: FBC 2017;Section R 905.10 Wind Speed: 160 MPIi; Ultimate Design Wind Speeds Exposure: B Mean Roof Height: 30' Maximum Pitch: %/12 Required Design Pressure: Zone1: -26 Zone 2:-41 Zone3:-57 Maximum Uplift Pressure: -60 Base: Polyglass Elastobase Ply, Certain Teed Glasbase Base Attachment: 32 ga. 1-5/8" diameter tin caps with 11 ga.Annular ring shank nails @ 8"o.c. in 4" lap and 8" o.c. in three,equally spaced,staggered center rows. Cap: Tri-built APP-TA(torch) Modified Bitumen Roof Decking: Existing 5/8" plywood sheathing to be nailed w 8d x 2" ring shank nails @ 6"O.C.thru out Zone 1,4"O.C. perimeter&6" O.C.field Zone 2, and 4" O.C.thru out Zone 3. The above approved,as per Florida Building Code Compliance acceptances,2017 Florida Building Code, and the Manufacturer's recommendations. ®F FLO Reec°tfully subM d� moo° ,,N10-J SLgZ °° s � V ° ® ° o °ich el Seal - �chit ctoraic°ln°�K�� ( �, iERED 806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg#AA26003348 1 of 1 RECEIVED EXTERIOR RESEARCH&DESIGN,•LLC. :. Certificate of Authorization#9503 ''�`' "' p OCT �, 6 2018 353 Christian Street :1 1.!Nl 1... 1 . Oxford,CT 06478 ST. Lucie County, Perr>91m (203)262-9245 EVALUATION REPORT o TRI-BUILT Materials Group,LLC ' r nation Report A42970.10.12-R2 PO Box 70 4 ,h FL16027-R2 Rutherford,NJ 07070 s Da%Wd Issuance:10/23/2012 (800)516-1485 Revision 2:09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the a Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof.Systems LABELING: Labeling shall be in accordance with the requirements the.Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named products)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with-each Code Cycle. ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4,plus a 26-page Appendix. Prepared by.: 3 f�itt�lenry r-^_ r 'ice�-�Na•S?t�'S':: RobertJ.M.Nieminen P.E. t.� T•• - r ,��,•;,:-•*='.• The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 �'as%+o\��;:�` PX an 09/25/2017.This does not serve as an electronically signed t�irmuPrr` document. - CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,I.I.C.d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in-the approval process of the product. S. This is a building code evaluation. Neither TrinitvlERD nor Robert Nieminen, P.E.are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. "'�P TRNNNTY ERD Table Deck Application Type Description Page 1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 5 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 6 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 7 Wood New,Reroof(Tear-Off)or Recover E Nen Insulated Mech.Attached Base Sheet,Bonded Roof Cover 8 iF Wood New or Reroof(Tear-Offl . F Non-Insulated,Bonded Roof Cover 8 2A Steel ar Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9 28 Steel or Structural concrete New,Reroof{Tear-Off)or Rernver C _ Mech.Attached insulation,Bonded Roof Cover 9 2C SYeel or Structural concrete New,Reroof(Tear-Off}or Recover D Prelim.Attached insulation,Mech.Attached Base Sheet,Bonded Roof Cover 10 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 11-14 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 14 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-16 48 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 16 4C LWIC New or Reroof(Tear-off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 17-19 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20 58 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 21 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base insulation,Bonded Top insulation,Bonded Roof Cover 22 SD 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 23 6B Gypsum New,Reroof(fear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 24 6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 24 6D Gypsum New,Rerdof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof cover 24 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 25-26 76 Various Recover F Non-insulated,Bonded Base Sheet,Bonded Roof Cover 26 The followintt 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 FEC 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: D Wood: Minimum 0.75-inch penetration. D Steel: Minimum 0.754nch penetration and engage the top flute of the steel deck. A 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 CIA 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 Evaluation Report A42970.10.12-R2 for FU6027-R2 Certificate of Authorization#9503 e"EDITION(2017)FBC NON-HVH2 EVALUATION Revision 2:09/25/2017 Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 1 of 26 QO TRINITY ERD .b ..,..r ..' .. �. µ :',.;, .,.'d,.• Su' h ...,-vC•l "t.N+ ..Maki :r,:.Y`h,. 4.-i.�. .F� .,..c. .h. .. 'i..:•.>S N ,;ly Y i. '. SAL'S YW'%vV.`L.Sf vl 'S ^V"'..,far ,,,xt ..'!?" ¢ •rna.�,1 y. ,.,� .. Y�,• #.. r�l..;, ti-? r .,• ,,t•� >a?,t;-�,y�,- .eas..... .z� :r�1 tm:ry,...- .s'�1011 �fi rca,.�a..su� {.a.�',..,t�t �h, cetdw, G'�rt ...., :^.w'i•. �.:°F„.,�fi ttV,i. v ., •p« ,� �, ,.�. ,�, � �� „�•5?N a.u'�•s-e .�,e,« *,xS x, i!: f�.. ..�`"��r � v$� fr mr;�'�,y;. .,.�,. a* �. .� a?, k `�^. r ..�. .. 7 �� -F; '�". IC�it,.a,a`+.`i:� ,.•�.:"%+,:ra�•r �,4rr��.r��i...M.,�";xv„�"`aa"n�n?..?(,r� .�.a:.nm.....�4� � r•1�. .�.a.�.,.A1 ,�� :�.H. �.�5»,;, v.:r.,s�.,e..o . "-{"'.�r' � r'�i`e �i.�' k, system Base Sheet Roof Cover(Note 15) MDP No. Deck(Note 1) Base Fasteners Attach Base Ply Cap Ply (Pso Min.15/32-inch W-14 plywood at max.24- Polyglass Elastobase Simplex MARX Cap equally o.c.at 2-inch lap and center inch s 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 9-inch o.c.at 2-inch lap and 12-inch o.c.in two, (Optional)BP-AA or - SBS-AA,SBS-TA W-15 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally spaced,staggered center rows APP-TA or APP-TA -52.5 Inch spans Min.19/32-inch Polyglass Elastobase P�olyglass1Ela�s base,. (Optional)One or r g"y Poly Polyglass G2 Base;�Certain`T4ed 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- plywood at max. f � ao g g equally p staggered more BP-AA or -60.0 24-inch spans Ei.Glagb5se,:Firestone MB Base,JM Parma- with 11 a annular ring shank nails a uall spaced,sta ered center rows )APP TA IT =7A Ply 28,Tamko Glass Base or GAFGLAS#75 Min.19/32-inchPolygiass Elas W-17 plywood at max. BS-SA or SA,SBS-TA or -60.0 more S(Optional)One or SBS-SA,APP- tobase 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, 24-inch inch spans Elastobase Poly with poly top surface with 11 ga.annular ring shank nails equally spaced,staggered center rows moreAPP- S APP-TA Min.15/32-inch 6-Inch o.c.at 2-inch lap and 6-inch o.c.in two, (Optional)BP-AA or SBS-AA,SBS-TA W-18 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally spaced,staggered center rows APP TA or APP-TA -90.0 inch spans Min.19/32-inch 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- W-19 plywood at max. more SBS-SA or SA,SBS-TA or 97.5 24-inch spans Elastobase Poly with poly top surface with 11 ga.annular ring shank nails. equally spaced,staggered center rows APP-TA APP-TA Min.15/32-Inch 6-inch o.c.at 2-inch lap and 6-Inch o.c.in three, (Optional)BP-AA or SBS-AA,SBS-TA W-20 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally spaced,staggered center rows APP-TA or APP-TA -105.0 Inch spans Min.19/32-inch (Optional)One or 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, SBS-AA,SBS- W-21 plywood at max. Elastobase Poly with it ga.annular ring shank nails equally spaced,staggered center rows more BP-AA or TA,APP-TA iiz.s 24-inch spans APP-TA 32 ga.,1-S/8-inch diameter tin caps Min.19/32-Inch 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 SA,SBS-TA or -112.5 24-inch spans Elastobase Poly with poly top surface Note:Tin caps are to be primed with equally spaced,staggered center rows more APP-TA APP-TA ASTM D41 primer. Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 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 7 of 26 QOTRINITYIERD System Base Sheet Roof Cover(Note 35) jylpp No. Deck(Note i) Base- Fasteners Attach Base Ply Cap Ply (PsQ' Polyglass Elastobase,Polyglass Elastobase Min.19/32-Inch One or OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-Inch (Optional)O Poly,Polyglass G2 Base,CertainTeed SBS-AA SBS- W-1 plywood at max. Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or GlasbaseFirestone MB BaJM P -52.5 24-inch spans ; , se, erma- or TruFast MP-3 with TruFast HD center rows APP-TA TA,APP-TA Ply 28,Tamko Glass Base or GAFGLAS#75 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 SA,SBS-TA or -52.5• 24-Inch spans center rows 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 (Optional)One or W-3 plywood at max. yg yg ( q ) SBS-AA,SBS- Elastobase Poly Roofgrip#12 o.c.in two,equally spaced,staggered more BP-AA or TA,APP-TA 60.0 24 inch spans center rows 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 SBS-SA,APP- W-4 plywood at max. ( q ) o.c.in two,equally spaced,staggered One or more SBS- SA,SBS TA or -60.0! 24-inch spans Elastobase Poly with poly top surface Roofgrip#12 SA APP-TA P center rows System Deck Primer Roof Cover(Note 15) MDP' No. Joint Treatment Base ply Ply Cap ply (psf) W-5 M1n.15/32-inch plywood (Optional)ASTM D41 None (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA at max.24 Inch spans SBS-SA APP-TA or APP-TA -90.0 W-6 Min.15/32-inch plywood O tlonal ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA at max.24-inch spans ( p ) SBS Base,rolled Into place to create continuous bond. Trieuilt SA SBS Base APP-TA or APP-TA -97.5 11 Exterior Research and Design,U.C.d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization#9503 6TM 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