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HomeMy WebLinkAboutPRODUCT APPROVALafl Y��t SCANNED13 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submi[Surcharge Stats a�ePublications —1 �C Staff 5 Map �6...-li�_)a � .L/- /yy-ii J y�jl Product Approval ST. LUCIE COUNTY BUILDING DIVISION USER: Public User REVIEWED FOR COMPLIANCE,/ REVIEW t Product Approval Menu. > Product or APDUca [ion Sea rch > Qgolica tion.:Llst > Appl"keation D�`A�E 1 . FL1654-R27 PLANS AND PERMIT MUST B T ON JOB FL * SITE OR NO INSPECTIONS) ILL BE MADE Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARE IBILiTY OF CONNTRRACTOR ESpONSOR RECORD E Quality Assurance Representative Address/Phone/Email 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 Revision 2017 Approved FILE Copy POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext 242 alender@polyglats.com Ariel Lender alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach k'13,d"1—T;LLAfgS AND ALL PROPOSED WORK (912) 429-8619ARE SUBJECT TO ANY CORRECTIONS MAlpert@polygl'AF-WIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Ariel Lender COMPLY WITH ALL APPLICABLE CODES. 1111 W. Newport center Drive Deerfield Beach, FL 33442 (954) 233-1230. ALender@polyglass. com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licens Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE r Validation Checldist - Hardcopy Received .FL11654 R22 COI 201.7 -01 COI Niemihen:pdf. Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ding.org/pr/pr_app dtl.asp)e.WarrryuGEVXQwtD9v44u2w%2bnFgUPv2pvkpKxW jvCZfSdkP/o2fm%2fWVFx5rxA%3d%3d 1/2 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D6509 FM 4470 FM 4474 UL 1897 Method 1 Option D 09/14/2017 09/15/2017 09/22/2017 12/12/2017 j FL # Model, Number or Name i Description ption 1654.1 IPo yglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems I 2009 2012 2011 2012 Limits of Use , Installation Instructions Approved for use in HVHZ: No FL1654 R22 II 2017 09 FINAL Al ER POLYGIASS MO I Approved for use outside HVHZ: Yes R22.pdf 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 i Evaluation Reports one particular assembly over concrete deck. Refer to the ER FL1654 R22 AE 2017 09 FINAL ER' POLYGtASS MODB Appendix for other systems and deck types. 2.) Refer to ER, R22:pdf 1 Section 5 for other Lints of Use. —Created by Independent Third Party: Yes_v_^_ Contact Us 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Co4vrlght 2007-2013 State of Florida.:: Privagg Statement :: Accessibility Statement :: Refund Under Florida law, email addresses are public records. If you do not vent your e-mail address released In response to a public -records reques electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an they have one. The emails provided may be used for official communication vdth the licensee. However email addresses are public record. If yo supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If yo under Chapter 455, F.S., please dick here . Product Approval Accepts: -21 ;� iL��:k Credit Card Safe .org/pr/pr_app_dd.asp?paranryyGEVXQWtD9 W qu2W/o2bnFg UPS/Lpw6pKxAhdiqrCZfSdIP/o2ixn%2fYWFx5rxA%3d%3d 2/2 TRINITY ER® APPENDIX 1: ATFAC_ HMENT REQUIREMENTSFOR WIND UPLIFT RESISTANCE. Table Deck Application Type Description Page S 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover S-9 1B-1 New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded. Roof Cover 1D-11 1B-2 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Tap Insulation, Bonded Roof Cover 11 1C 1D Wood Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-13 Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 1E Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 16-18 1F-1 New, Reroof (Tear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 1F-2 1G Wood Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 21 Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24 2A 28 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-28 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 29-31 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover_ 32-40 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 40 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 41-42 . o I lenr New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 43 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Root Lover 40 5B New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 Sc CWF CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 SD New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 49 SE CWF Reroof (Tear -Off) A-1 Banded Insulation, Bonded Roof Cover 50.52 6A Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 68 Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Lover 53 6C . Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 61) Gypsum Recover A-1 Bonded Insulation, Bonded Roof Cover 54-58 7A Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 58 7B Various 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 polyisocyanurate, 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 i50S.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover, Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate 6P EDITION (2017) FBC NON-HVH2 EVALUATION Revision 20: 09/12/2017 y: Authorization fi9503 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384Appendix 1, Page 1 of 581230 TRINITY ERD 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. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.13 of FM Loss Prevention Data Sheet 1-29 (January 2016). Unless otherwisenoted, Insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (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. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 (08500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note. OlyBond Green maybe 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 loyers(s) of insulation and/or coverbdard are Installed in ribbon -applied adhesive, board joints shall be staggered. 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. 1. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be 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 -157.5 psf (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): 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 Adhesives & Sealants CR-20: MDP -117.5 psf (Min.1.D-inch thick) y g. Bonded polyisocyanurate insulation boards shall be maximum x 4ft. 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 WDl, 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. Forfuily 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 at 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 Reco'verApplications 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, I.I.C. d/b/a Trinity I FRO Evaluation Report P9290.02.08-R20 for FL1654R22 Certificate of Authorization #9503 SalEDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared. by: Robert Nieminen, PE-59166 Polygiass Modified Bitumen Roof Systems; (570) 384-1230 Appendix , Page 2 of 58 1 Entity ERD (TST11294) ERD (TST6049) ERD (TST6049) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1861) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI(TST5878) PRI (TST5878) PRI (TST5878) Miami -Dade (CER1592) Miami -Dade (CER1592) UL LLC (QUA9625) 4. PRODUCT DESCRIPTION: Examination FM 4474/UL1897/TAS 114 FM 4474/UL1897 FM 4474/TAS 114 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Physical Properties Physical Properties Physical Properties Physical Properties TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 HVHZ Compliance Proposal for Review Quality Control Reference PLY.G-CTL13945.05.17-3 PLYG-SC13945.05.17 PLYG-SC15760.09.17 2V%f7A7.AM OD3A3.AM 2DOAO.AM 2D5A9.AM 3006646 3001334 3001334 3000857 3004091 3006115 3012321 30146§2 3014751 3007170 3019317 3020703 3018332 3023368 3024594 3023458 3030668 3032172 3049631 3057029 PUSA-062-02-01 PUSA-061-02-02 PUSA-064-02-02 PUSA-062-02-02 PUSA-188-02-01 PUSA-188-02-02 PUSA-188-02-03 PUSA-202-02-01 PUSA-202-02-02 Various NOAs 10-0823 Service Confirmation, R14571 Date 05/30/2017 05/30/2017 09/11/2017 08/04/1994 04/04/1997 12/23/1998 06/22/1999 01/04/2000 01/25/2000 02/15/2000 01/12/2000 01/12/2000 05/02/2001 07/29/,2002 08/05/2003 08/27/2003 01/13/2004 06/30/2004 07/30/2004 01/31/2006 03/20/2006 05/23/2006 07/18/2006 09/12/2007 06/12/2009 04/21/2014 02/02/2017 12/04/2007 01/28/2008 02/27/2008 12/04/2008 02/08/2017 02/08/2017 02/08/2017 05/17/2017 05/17/2017 Various 10/12/2010 Exp.10/06/2018 This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. TABLE 1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade I Type Base Sheets Polyglass G2 Base ASTM D4601 N/A 11 Polyflex SA Base ASTM D4601 N/A II Polyglass APP Base ASTM D6509 N/A N/A Exterior Research and Desigrr, LLC. Evaluation Report P9290.02.08-R20 Certificate of Authorisattan #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017 Page 3 of 6 TABLE 1 (CONTINUED): ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type SBS Membranes Pol glass HT Base 650 ASTM D6162 S III Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V Base ASTM D6163, Table 2 S I 4s ofleiitSA__> R $� € ASTM D6163, Table 2 S I Elastoffe 5A'V VW^s ASTM D6163 S I Elastoflex SA V Pius FR ASTM D6163 S I Elastobase Poly ASTM D6164 -S 1 Elastoflex S6 ASTM D6164 S I Elastoflex S6 Type II ASTM D6164 S II Elastoflex VG ASTM D6163 G I Elastoflex VG FR ASTM D6163 G I SBS Membranes Elastoflex S6 G ASTM D6164 G 1 Elastoflex S6 G FR ASTM 06164 G I Polyfresko G SBS (sand or poly -film backed) ASTM D6164 G I Polyfresko G SBS FR (sand or poly -film backed) ASTM D6164 G I - Elastoshield TS G ASTM D6164 G I Elastoshield TS G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyreflect ASTM D6164 5 I APP Membranes Polyflex ASTMD6222 S I Polyflex G ASTM D6222 G I Polyflex G FR ASTM D6222 G I Polyfresko G ASTM D6222 G I Polyfresko G FR ASTM D6222 G I Polybond ASTM D6222 S 1 Polybond G ASTM D6222 G I EQot(, I-PLIU:(�_ ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko G SA ASTM D6222 G I Polykool ASTM D6222 S I S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD 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. 5.2 This Evaluation Report Is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 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. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. Exterior Research and Design, U.C. Evaluation Report P9290.02.08-R20 Certificate of Authorization t19503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017 Page 4 of 6 TABLE IF-2: WOOD DECKS— NEW CONSTRUCTION, REROOF(TEAR-OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHk).BASE SHEET (kRFWs& PLATES), BONDED ROOF COVER, Base Sheet Roof Cover (Note 15) IVIDIP System No. Deck (Note 1) Type Fasten Attach Bare Ply Cap —7 1psq _SEjF-AbiffRtNi3lBM0 Ly. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14 12-inch o.c. in 4-Inch lap and 12-inch o.c. In two SBS-SA SBS-SA, APP-SA, SBS- 52.5* W-13Min inch plywood (poly-film top) orTrufa5t 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows TA, APP-TA Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14 12-inch o.c. in 4-Inch lap and 12-inch o.c. in two Polyflex SA Base APP-TA .52.5* W-137 inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate With Trufast HD (2), equally spaced, staggered center rows W-138 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-Inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA, SBS- TA, APP-TA -60.0. inch plywood (poly -film top) W-139 Min. 19/32- Elastabase, Elastobase'P OMG Flat Bottom Plates (square) with Roofgrip #12 124nch o.c. in 4-inch lap and 12-inch o.c. in two 1 (2), equally spaced, staggered center rows TP-Iyfl_ SA Base APP-TA60.0 I inchplywood I (poly -film top) TABLE 1G: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER Roof Cover (Note 15) MOP (Psf) ystern System No. IN Deck (Note 1) Primer Joint Treatment Ply, Cap Ply Will &X45-'A� _-R)BYt" A -1,15 �S �51ft 44PWPNTIAW� 0 T,',d TVk 900 9= 4u 102R.—d (Optional) PG100 51 A. 1- A. IA,' A F W W -141 Min. 15/32- None Polyflex SA Base (Optional) APP-TA APP-TA -90.0 Inch plywood (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -97.5 W-142 Min. 15/32- inch plywood PG100 None SBS-SA TA, APP-TA TA, APP-TA Min.'15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA Plus, rolled into Elastoflex SA V Base or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -97.5 W-143 inch plywood (Optional) PGIOO place to create continuous bond. Elastoflex FR Base TA, APP-TA TA, APP-TA W-144 Min. 15/32- WB-3000 None SBS-SA (Optional) SBS-SA, APP-SA, 5135- TA, AP, -105.0 inch plywood Min.15/32- Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Plus or (Optional) SBS-SA, SBS- SBS-SAAPP-SASBS- -135.0 W-145 Inch plywood (Optional) PG100 place to create continuous bond. 1 Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA Min. 15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into I Polyflex SA Base (Optional) APP-TA APP-TA -135.0 �W-146 1 Inch plywoodplace (Optional) PGIGO to create continuous bond. Exterior inesearch and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-1122 certificate of Authorization, #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/12/2017 Prepared by: Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Appendix 1, Page 21 of 58 7-D, I v Southeast Building Engineers, LLC �IL� COPY 5911 Pescara Drive SE E Pace, FL 32571 772-774-go86 cs s ersCLsout w mtbmildingeninge-ers cQm Contractor: lk KARD RMFtMG +OAZer,Pft9FWtLuc Date: I/e!as Own r: Q,ANE C2AuLT Tile NOA: FL -?POq I-R/D Job 1,1ddress: 7Z8c+ RGSCRVd' C,ereK D,z, PS,L Tile I.Ioof T'�aµTy,,r�oc l PLAT General Notes: New Roof _ Re -Roof X Recovering_ Repair Area 1. Entire roof deck to be renailed w/ 8dx2%2' Ring 'shank nails @ 6" o.c. through out TILE ROOF PLAN DRAWING IS SCHEMATIC IN NATURE NOT ,,a ,, ACTUAL SHAPE OF BUILDING ol \10 t O i(D I ©i CD ASC 7-10 & FBC 2017 6tt, Edition Enclosed Bldg. Y Semi Enclosed Bldg Open Pa ,i Low Rise C&C Simplified , Risk ibat 2/V =160 / Exposure 6 /A = /Kzt = 1.0/ Roof/Pitch= G /12 ht.= /-iC Zon 1 (Table R301.2(2)) -ZT, o X Coefficient (Table R301.2(3)) h 0 = -2670 Zon 2 (Table R301.2(2)) - Vol. o X Coefficient (Table R301.2(3)) /, o = - yy,.o a = 3 --o Zon 3 (Table R301.2(2)) -G o X Coefficient (Table R301.2(3)) h 0 = -65; 0 a = ',o x�?' o11 Dec Type P. rwenn Thickness 1 %7. (MIN) Other ii MP = (P A)-M9=-i0, o x AO,2.Sq - M9 7,3Z = MP 1I,N7 <Mf = S! 7 Foar 11 NOA (Foam) Mortar - Nail - Screw )e Padc y Size — Weight — Nail/Screw Size d 8 # per ti� Z i RidgA Vent DCSM Fastening Nail Ridge Tile Fastening: Mortar _ Foam _ Unddrla merit attachment: - Bast Sheet PLFsr11CM 70 Ma,c No. of Plies 2 Type of Fasteners/Bonding SELF- AP06491AIen Ply sheet No. of Plies Type of Fasteners/Bonding . Fast ners/Bonding: Nails0841 Am4t'fWwr, Self Adhering Roofing Nails & Tin Caps V Fast %ner Spacing for Anchor/Base Sheet Attachment: . BACK /Z" D: 6. /Al `NSF_ LVAher FQ& SEAp" j Page 1 I 1