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Home My WebLink AboutRevisions OFFICE USE ONLY: DATE FILED: S--3 PERMIT#SLC'-/l D� n0 5l9 REVISION FEE: >DRECEIPT# ) PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ° FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE �, / �/ ADDRESS: 27/`/.5. a�o�h 5/ieP� �/ l'Pne"a- 14z s/7g / -- ��u RE(7G1R�1 frt "rlC;lL�Ind C(ih �ti ii 2. DETAILED DESCRIPTION OF PROJECT SAY 2� „t �.i S t��I coo m TO Pd REVISIONS: C®11 U VATI'i All APKdU,'l��'c,(,90EJ', ? uJ r0 /tl ✓ �' �QOl c c"�G' CON Si—L661 ECOUNTY REVIEWED OF RM FOR coODPERM;IT FIEViEVVED BY 3. CONTRACTOR INFORMATION: I DATE PLANS STATE of FL REG./CERT.#: ST.LUC ,,COUl%TZ`CLp'fF�:T ON JOB OF' BUSINESS NAME: NO INSPECTION VVILL biz QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION:/ NAME: r P_ a a A” ADDRESS: / CITY: STATE: r--C ZIP: PHONE: ?7��C'D (�'�'7� FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTE\IE): FAX: SLCCC:9/23/09 Revised 04/26/2010 REVISION r"londa Building Code Unime Page 1 of 2 Honda Departments BCIS Home Log In { User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications ; FBC Staff I BCIS Site Map '•Unks i Search Busines °) Professi I product Approval USER:Public User Regulation Product Aunroval Menu>Product or Application Search>Application List>Application Detail FL# FL1654-R18 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived y Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,NV 89408 (570)384-1230 Ext 242 Jakins@polyglass.com Authorized Signature lames Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley,NV 98408 (602)363-7139 stevew@polyglass.com Quality Assurance Representative - James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton,PA 18201 (800)894-4563 jakins@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen 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 FL1654 R18 COI 2016 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D65O9 2009 FM 4470 FM 4474 U;Jpy Equivalence of Product Standards F-wd I LE Certified By http://www.floridabuilding.org/pr/pr� 4/12/2016 Florida Building Code Online Page 2 of 2 Sectionsfrom the Code Product Approval Method Method 1 Option D Date Submitted 02/14/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Summary of Products FL# 114odel,Number or Name Description 1654.1 Polyglass SBS and APP Modified Bitumen SBS and APP modified bitumen roof systems Roof Systems Limits of Use Installation Instructions Approved for use In HVHZ:No FL1654 R18 II 2016 02 FINAL Al ER POLYGLASS MODBIT FL1654- Approved for use outside HVHZ:Yes RIS.odf 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 in this application relates to one Evaluation Reports particular assembly over concrete deck.Refer to the ER Appendix for FL1654 R18 AE 2016 02 FINAL ER POLYGLASS MODBIT FL1654- other systems and deck types.2.)Refer to ER,Section 5 for other Limits R18. df of Use. Created by Independent Third Party:Yes Contact Us::1940 North Monme Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.CooyrIght 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 mall 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,Iicensees,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 hem. - Product Approval Accepts: Smec I S1ETlUCS Nam 'ILE (Ai hup://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 4/12/2016 QlTRINITY ERD W' .kiM� a. 'tp Table Deck Application Type Description Page 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 4 113-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded lnsulatl&4&ondArRoof Cover 4-8 113-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded InsulaN L_oWd Roof Cove 940 1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded AvatW,Bonded Roof Cover 11 1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cove!Nb 12-13 1E Wood _.New,_ftrqof(Tear-Off)or Recover D Prelim.Attached lnsulation,,Mech.Attached Base Sheet,Bonded Roof Cover 14-15 C721=F, Wood Now or Reroof(Tear-Off) F Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Rod Cover 16--18 1F-2 —Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.AttachedBaseSheet(screws&plates),Bonded Roof Cover 19-21 113 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover _21� 2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation;Bonded Top Insulation,Bonded Roof Cover 22 2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached insulation,Bonded Roof Cover 23-24 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 25-26 3A-1 Concrete New or Reroof(Tear-oft) A-1 Bonded Insulation,Bonded Roof Cover 27-30 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 31-32 3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 32 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 33-34 413 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 34 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38 513 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39 5C CWF New,Reroof(Tear-off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 40 5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 40 5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mach.Attached Base Sheet,Bonded Roof Cover 40 6A Gypsum Reroof(Tear-off) A-1 Bonded Insulation,Bonded Roof Cover 41-42 6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42 6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached insulation,Bonded Roof Cover 42 6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 43-45 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 45 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 ofthe AHJ. 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. > 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 nu 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,LLC.d/b/a Trinity I ERD Evaluation Report P9290.02.08-1116 for F1.1654-1118 Certificate of Authorization#9503 Revision 16:02/08/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 45 Apt &TRINITYIERD TABLE 1F-1:WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVIe System Deck(See Base Sheet A& Roof Cover(See Table 1) MDP No. Note 1) Type Fasten Attach Base Ply Cap (Psf) .:..:. .:: ., yr ,-a. r+.v.,. ..i.. >,i." v y. _'i+1 IA..;.,.t i...A •F .'M ,,,. r+�y 4. +J.si ,. _ ,� 1 1'. �\'.. T-..�i.. 1 � t' 7 .i I. 1 �NO ?..i>. ;�.:_ �?n'7_"T,••'y "� ter;-BASH PLY ;;:.� "a' .� �f.;� :.:;,„KI � 'S x s c` r r c4 t alt �L F,, '� rU4 41.ik� � _+�..�1 ;v.. du r.a. ...: ,.v.+ .... „,._<. ,_...... ..w._+. 1, _.,r_-�ar.P.. :�.:,.��,.x�.. �. ,t.isr.•��s)'r. 'F.Iv:r. Min.15/32- 9-inch o.c.at 2-Inch lap and 18-Inch o.c, o(2, SBS-AA,SBS-TA, W-70 inch plywood Elastobase,Elastobase P Simplex MARX Cap p gg No 45.0 equally s aced,sta eyed center rows APP-TA W-71 Min.15/32- Elastobase,Elastobase P Simplex MARX Cap 9-inch o.c.at 2-inch lap and 12-inch o.c.in two(2), None SBS-AA,SBS-TA, _52.5 inch plywood equally spaced,staggered center rows APP-TA Original Simplex Cap Nails(1-inch metal head W-72 Min.15/32- Elastobase,Elastobase P diameter,11 gauge x min.1.25-Inch long annular 6-inch o.c.at 3-inch lap and 6-inch o.c.in four(4), None SBS-AA,SBS-TA, _52.5 ` inch plywood grooved shank) equally spaced,staggered center rows APP-TA Original Simplex Cap Nails(1-Inch metal head W-73 Min.15/32- Elastobase,Elastobase P(poly-film diameter,11 gaugexmin.1.25-inch long annular 6-Inch o.c.at 3-inch lap and 6-inch o.c.in four(4), None SBS-SA,APP-SA -52.5 inch plywood top) grooved shank) equally spaced,staggered center rows Min.15/32- Original Simplex Cap Nails(1-inch metal head 6-Inch o.c.at 3-inch lap and 6-inch o.c.in four(4), W-74 inch plywood Polyglass APP Base diameter,11 gauge x min.1.25-inch long annular equally spaced,staggered center rows None APP-TA 52.5 grooved shank) Elastobase,Elastobase P,Polyglass G2 Base,CertainTeed Glasbase, W 75 Min.19/32- Firestone MB Base,JM Perma-Ply 32 ga.,1-5/8-Inch diameter tin caps with 11 ga. 8-inch o.c.in 4-inch lap and 8-inch o.c.in three(3), None SBS-AA,SBS-TA, -60.0 inch plywood 28,stoneTamkGlass Base or rma-Ply S annular ring shank nails equally spaced,staggered center rows APP-TA #75 . o ( M16.719/32- a Elastobase-Elastobase:P.- :ol fflm=- ,32 a''1=5 8=Inch diameter tin:ca with 11 ga :> 8 ihch o c_.n 4 inch lap:and&Inch o c In three,(3); ® `� .W-76 (P,y g / , P ,r ,., None :.SBS SA APP SA 60 0 -' p g equallyapaced staggered center rows 9 Inch plywood to ) `:. annular ilh shank nails aI W-77 Min.15/32- Polyglass G2 Base,Elastobase, 32 ga.,1-5/8-Inch diameter tin caps with 11 ga. 8-inch o.c.in 4-inch lap and 8-Inch o.c.in four(4) None SBS-AA,SBS-TA, -67.5, inch plywood Elastobase P annular ring shank nails equally spaced,staggered center rows APP-TA W-78 Min.15/32- Polyglass APP Base 32 ga.,1-5/8-Inch diameter tin caps with 11 ga. 8-Inch o.c.in 4-inch lap and 8-inch o.c.in four(4), None APP-TA -67.5 inch plywood annular ring shank nails equally spaced,staggered center rows W-79 Min.15/32- Polyglass G2 Base,Elastobase, Simplex MAXX Cap 10-Inch o.c.In 4-Inch lap and 10-inch o.c.in three None SBS-AA,SBS-TA, 75.0 inch plywood Elastobase P (3),equally spaced,staggered center rows APP TA Min.15/32- 10-inch o.c.in 4-Inch lap and 10-inch o.c.in three None APP-TA 75.0 W-80 inch plywood Polyglass APP Base Simplex MAXX Cap O,equally s q y p 3 aced,staggered center rows W-81 Min.15/32- Polyglass G2 Base,Elastobase, Simplex MAXX Cap 9-inch o.c.in 4-inch lap and 9-inch o.c.in four(4), None SBS-AA,SBS-TA, -90.0 inch plywood Elastobase P equally spaced,staggered center rows APP-TA W-82 Min.15/32- Polyglass APP Base Simplex MAXX Cap 9-inch o.c.in 4-inch lap and 9-inch o.c.in four(4), None APP-TA -90.0 Inch plywood equally spaced,staggered center rows W-133 Min.15/32- Elastobase,Elastobase P Simplex MAXX Cap 6-inch o.c.at 2-inch lap and 6-inch o.c.in two(2), None SBS-AA,SBS-TA, 90.0 inch plywood equally spaced,staggered center rows APP TA Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-Inch diameter tin caps with 11 ga. 4-inch o.c.in 4-inch lap and 4-inch o.c.in four(4), None SBS-SA,APP-SA -97.5 W-84 inch plywood top) annular ring shank nails, equally spaced,staggered center rows W-85 Min.15/32- Elastobase,Elastobase P Simplex MAXX Cap 6-inch o.c.at 2-Inch lap and 6-Inch o.c.in three(3), None SBS-AA,SBS-TA, 105.0 inch plywood equally spaced,staggered center rows APP-TA Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P9290.02.08-R16 for FL1654-1118 Certificate of Authorization#9503 Revision 16:02/08/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 16 of 45