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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: A) p�11 PERMIT# REVISION FEE: / RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS 11 PROJECT INFORMATION t i�.; s' 1, ;;k1;✓ l/ LOCATION/SITE ADDRESS: T DETAILED DESCRIPTION OF PROJECT REVISIONS: arl\ / GL a�C Sr3S S� �•9sFsFF ; CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: SCG lZ©073 ST.LUCIE CO CERT.#: BUSINESS NAME: G� �JUlG7E1�S L z c QUALIFIERS NAME: ,e�74 -2- ADDRESS: w CITY: STATE: .= G ZIP: 3 y _3 PHONE(DAYTIME): '7 7 Z z Z 9i/ FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: - CITY: STATE: ZIP: PHONE(DAYTIME): FAX: m1oft S fir 11 SLCCC: 9/23/09 Revised 06/30/17 gal og '777- BCIS Home ( Log In User Registration l Hot Topics f Submit Surcharge ` Stats&Facts Publications I Contact Us BCIS Site Map I Links Is Search f - pr t USER:Public Userct al __ _ .�� RECEIVED�.�._ ^3x>xmrrs�n . Product Approval Menu>Product or Aonlication Search>Application List>Application Detail q p ,- FL# FL16027-R2 AUG 2 1 201U ` Application Type Revision ST. Lucie CountYrI' Code Version 2017 �rmitting Application Status Approved Comments Archived 0 Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email PO Box 70 Rutherford,NJ 07070 (800)516-1485 (800)516-1 ribuiltmg.com VI0 Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.corn ST.LUCIE COUNTY Quality Assurance Representative C Richard Schurman BUILDING DIVISION' Address/Phone/Email ' 9050 Louisiana Street REVIEWED .. Merrillville,IN 46410 FOR CO 1 CE rich.schurman@alliedbuilding.com REVIEWED BY . DATE Category Roofing ' PLANS AND PE IT. . Subcategory Modified Bitumen Roof System MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . I 1 Evaluation.Report Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence F1-16027 R2 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 c 2011 Equivalence of Product Standards Certified ByJ.` t t . i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/30/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description _16027.1 1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems ^- Systems Limits of Use Installation Instructions r-_^,, Approved for use in HVHZ:No rFLT6027 R2 II 2017 09 FINAL Al ER TRI, Approved for use outside HVHZ:Yes BUILT M0DBI-T—FL`16027=R2:Dtlf Impact Resistant:N/A 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 @L1T."LrT hIODBIT FL16027-R2.pd Limits of Use. Created by Independent Third Party:Yes Back Next Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395,*Pursuant to Section 455.275(1), - - Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe ME= QOTRINITYIERD APPENDIX 1:A*ACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE, Table Deck Application Type Description Page 3A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 3A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 16 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 'IE-2 Wood New,Reroof(Tear-Off)or Recover E 'Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover - 8 SF Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8 2A Steel or Structural concrete New;Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9 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 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 4B 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 56 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 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 23 68 Gypsum New,Reroof(Tear-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,Reroof(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 7B Various Recover F 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. ➢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 polyisocya n u rate, 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,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 1 of 26 TRI' I ERE 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 bein 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. 5. 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 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. ➢ HA(HA): Full coverage at 25-30 lbs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢OMG OlyBond 500(013500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: 01yBond 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 polyisocyanu rate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no ease 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 -157.5 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(OB500): 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(OB500): 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 WD1, 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 Evaluation.Report A42970.10.12-R2 for 171.36027-112 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 2 of 26 . RINITY ERD" . 3 TABLE lE 2 WOOD DECKS NEW CONSTRUCTION,REROOF(TEAR OFF)oR RECOVER � ,� � « .` SYSTEM TYPE Ew NON INSULATED,MECHANICALLY ATTACHED BA5E5HEET,BONDED ROOF COVER °,} - System Deck(Nate i). Base Sheet Roof Cover(Note 15) MDP No. Base Fastener; Attach Base Ply Cap Ply (Psi Polyglass Elastobase,Polyglass Elastobase Poly,Polyglass G2 Base, Min.19/32-inch' CertainTeed OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or W-1 plywood at max. SBS-AA,SBS- Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,.staggered more BP-AA or -52.5 24-inch spans Glasbase,Firestone MB Base,JM.Perma- TA,APP-TA P Ply 28,Tamko Glass Base or GAFGLAS#75 Or TruFast MP-3 with TruFast HD center rows APP-TA Min.19%32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- W-2 plywood Polyglass Elastobase or Polyglass _ Dekfast Hex with Dekfast#14 or TruFast MP- One or more SBS - P Yw at max. in o.c. two,eqy p ,staggeredSA,SBS-TA or -52.5 24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD uallsacedSA P center rows APP-TA Min.19/32-inch % 12-inch o.c.in 4-inch lap and 12-inch (optional)One or W-3 plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with SBS-AA,SBS- P 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 12-"inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- W-4 plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with One or more SBS- P y Elastobase Poly with poly top surface Roofgrip#12 o.c.in two,equally spaced,staggered SA SA,SBS-TA or' -60.0* 24-inch spans center rows APP-TA c µ TABLE iF:'W000 DECKS IVEW C&T'RUC'fCONoRREROOF(TEAR SYSTEM TYPE F NON''-INSULATED,BANDED ROOF COVER System Deck Primer Roof Cover(Note 15) MDP NO Joint Treatment Base Ply Ply Cap Ply (Psf) /(Min.15/32=in'ch plywood r (Optional)SBS-SA or SBS-SA,tAPP-SA',SBS-TA W5 `at-max:24-inchspans (Optional)ASTMD41 None ¢ SBS_SA 'APP-TA or APP-TA -90.0 VV 6 Min.15/32-inch plywood 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 (Optional)ASTM D41 SBS Base,rolled into place to create continuous bond. TriBuilt SA SBS Base APP-TA or APP-TA 97.5, Exterior Research and Design,U.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 8 of 26