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Home My WebLink AboutREVISION - BUIILDING PEMITJ OFFICE USE ONLY: DATE FILED• k a:) ?C REVISION FEE: PERMIT # 1905-0746 RECEIPT# {' PLANNING & DEVELOPMENT SERVICES BY BUILDING & CODE REGULATION DIVISION St. Lucie CiOMAY 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 553 APPLICATION FOR BUILDING PERMIT REVISIONS'LE CO PROJECT INFORMATION N011S LOCATION/SITE e ADDRESS: 1405 PLATTS LANE. FORT PIERCE DETAILED DESCRIPTION OF PROJECT REVISIONS: CHANGE TO POLYGLASS 3-PLY SYSTEM (W-131) INSTEAD OF INSULATION AND MODIFIED CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1325895 BUSINESS NAME: JA TAYLOR ROOFING INC QUALIFIERS NAME: KYLE WHITE ADDRESS: 302 MELTON DR CITY: FT PIERCE STATE - PHONE (DAYTIME): 772-466-4040 OWNER/BUILDER INFORMATION: NAME: N/A CITY: PHONE (DAYTIME: FL STATE: ARCHITECT/ENGINEER INFORMATION: NAME: WA ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: ST. LUCIE CO CERT. #: 23018 ME" I ZIP: 34982 772-468-8397 ZIP: AUG 2 2 2019 Permitting Department St. Lucie County, FL R7 St, Lucie County 0*&& Permit 19050746 Permit Sums: Issued Job I)wmfpam FLAT ROOF ONLY, TEAR OFF MODIFIM ROOF, RENAIL DECK INSTALL NEW POLYGLASS (W-61) MODIFIED BTITIMEN ROOF SYSTEM (RJ1654.1) 5GOSQ.F1. To pay a raimpection fee, please click PyFM link for esch fee due. You may use Visa, MarUnro:4, Discow Card. = ocheck to pay dw fire using the Govueller grtway. To schedule sm Inapecdon, plarso, select Request far cach inspection yon would 10a, to schedule. 1wPectiom mW be scheduled in the order oftho Primiry listed below. An mspedon M not schedule uroll all inspectioms with a louvenrPrio* number show = "Approved" seems red ALL rciespeclion fees have heart PAID. To add a•note for the IMector for scheduled inspections, plesso salare Add care now in InspectionNotes undbox: below, and click Update link far each inspectim you would bilm to add a nme in Ifyoumumbletoschc&Oe=hispecdon"rcqumeanyoasis m pleaseooNazttbeBm'lftDiyWmd(M)462-2172. 1y1 rbtl Scum . 1Pemltlype Name rmway I PtyCe ft Contracter MOM AcUm ROOF- MODIFIED lUTUMM I JATAWRRWRNGMC (37Z) 456�10 P.que,t ;,ti Note Pay F 1Fee1 code soom I ftft I uctcl.,coed Lu;,ro lrsmWOa LLWedbn wsso, Add New payree 134-ROOF Amesbcl I SAV"19 8A4M19 0 F RDDFARIDAWEI@ v SWI G Add Mla Pay Fee Acombel 1 EV1412DI9 8/14f20 0 PERROOFARIDAVIr51GtlFD BY INYO as rcRed CONiRACIOROFR AHUMM� AddNrte Pay Fee PamWWW 2 8mfnlg 8/19POV) S co�.P*&e NAr1WAYPOIM TMAppmM. oppw, �W 4� ap;Ccdmps�lsoe&�*are W�6/161s019 1,38W PIN. MdNoo, Pay Fee DRYIN" 2 TAS Md NOM Pay Fes FASRiBS 3 Add NOR Pay Fee N 3 Iyotr- b-7y� REVIEWED F CODE COMPL CE ST. LUCIE C UNTY BOCC %It 20\9 V:a cool ONEMOjetc. APPENDIX TABLE 1: ATTACHM ENT REQUIREMENTS FOR WIND DECK UPLIFT RESISTANCE APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 SB Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 ID Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 1E Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-14 1F Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-18 1G I Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-22 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 23-28 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 29 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 30.32 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 33-37 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-1 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 38-39 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 40-41 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-50 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 50 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 51-53 48 Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 4C Lightweight concrete New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55-58 5A Cementitlous wood Ober New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 59 513 Cementitious wood Ober New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 Sc Cementitlous wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 61 SO Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 61 5E Cementitious wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 62-64 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 64 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 65-69 78 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 69 The following notes apoly 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. NEMO ETC, LLC Evaluation Report P9290.02.08-RZ2 for FL1654-1124 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 69 ONEMOletc. 3. Unless otherwise noted, insulation maybe anyone layer or combination of polylsocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the OA 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. 4. Minimum 200 psi, minimum 2-Inch thick lightweight Insulating concrete maybe 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. 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 manufacturers published Instructions. ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide. ribbons, 12-Inch o.c. D Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch o.c. D Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch o.c. D OMG OlyBond 500 (OB500): 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. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-Inch wide ribbons,12-Inch o.c. D Note: When multiple layers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, board joints shall be staggered. D 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 polylsocyanurate 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 MOP 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: ' D Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) D Millennium PG-1 Pump Grade Adhesive(M-PG3): MDP -157.S psf (Min. 0.5-inch thick) D OMG OlyBond 500 (013500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) D OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL) D OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II) D ICP Adhesives& Sealants Polyset CR-20: MDP -117.S psf (Min. 1.0-inch thick) 8. Bonded polylsocyanurate insulation boards shall be maximum 4x 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 (far recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the AuthorityHaving 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. NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nleminen, PE-59166 6" EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Evaluation Report P9290.02.08-R22 for FL3654-R24 Revision 22: 04/11/2019 Appendix 1, Page 2 of 69 NNEMOjetc. 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. Unless otherwise noted, 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, Paint 1. For "pre-existent' LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted, use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications POLYGLAss ROOF REFERENCE LAYER I MATERIAL APPLICATION BP -AA Base Ply One or more lies Polyglass G2 Base, FBC Approved ASTM D4601, Type 11 Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Ibs/square Asphalt -Applied) Note: Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex 56 HP, Elastoshleld HT PG350 at 1.5-2.0 SBS-CAI Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshleld TS G, Elastoshield TS gal/square Cap Ply G FRI, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshleld TS Cap Ply G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) gal/square One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA Base Ply or Ply S6 HP, Elastoshield HT Hot Asphalt at 20.40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex V G; Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS G, Ibs/square Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes. Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 HP, Elastoshield HT SBS-TA Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Torch -Applied (SBS, Torch -Applied) Cap Ply Elastoshleld TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies Elastoflex SA V, Elastoflex SA V Fit, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P Fit, Polyreflect Self (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesfors85-SA are limited to the SBS-SA Base Ply options herein, -Adhering Elastobase (Poly/sand) or Elastobase (poly/poly). APP-CAI Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base, Polyflex, Polybond Torch (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR -Applied Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP SA Note: Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering (APP, Self -Adhering) Elastobase (poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-R24 Certificate of Authorization #32455 6n' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 69 16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. applies: fONEMOjetc. The lesser of the MDP listings below vs. those In Table 3A OPTION # PRIMER OPTIONS;VAPOR BARRIER STRUCTURAL CONCRETE DECK; VAPOR BARRIER "ATTACH INSULATION. ADHESIVE MDP (PSF) TYPE ` VB-1. PG100 Elastoflex SA V Plus Self -Adhering Inta-Stlk or CR-20, 12-Inch D.C. -60.0 . VB-2. PG100 Polyglass Base Torch -applied Inta-Stik or CR-20, 12-inch D.C. -75.0 VB-3. PG100 Elastoflex SAP Self -Adhering Insta-Stik, 12-Inch D.C. -75.0 VB-4. PG100 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,12-inch D.C. -157.5 VB-S. PG100 Elastoflex SAP Self -Adhering CR-20, 12-inch D.C. -270.0 VB-6. PG100 Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering I Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-Inch D.C. 2900 17. The following surfacing maybe applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for aoolicatlon limitations and a Roofing Materials Directory for fire ratings associated with coating usage. Option # SURFACING NS FOR POLYGI.ASS BITUMEN F SYSTEMS •Surfacing MODIFIED •• Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291 SURF-5. PG7000S (Quick Set) High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-30. Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Polybrite 95 Silicone Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF-15. KM Acryl 15 QS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS4250 FL27409 SURF-21. KM PS#220 FL27409 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-R24 Certificate of Authorization #32455 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 69 t9 ONEMOletc. TABLE 1G: WOOD . CONSTRUCTION .. SYSTEMTYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE BONDED ROOF System. Base Sheet Roof Cover (Note 151 MDP No. Deck (Note 1) Type Fasten Attach -Base Ply .Cap Ply (Psfl APA rated, 7/16 CAT, Simplex MAxx Cap 8-inch o.c. at min. 3-inch lap and 8-inch o.c. at W-128 0.418In., Exposure 1 Elastobase (poly -film top) Note:MAxX Cops are to be primed with PGl00 or three(3), equally spaced, staggered center SBS-SA SBS-SA, APP-SA, SBS- -60.0 OSB ASTM D41 primer rows TA, APP-TA APA rated plywood ed plywood rated Min. 19/32-Inch Elastobase, Elastobase P 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular 8-inch a.c. at min. 4-inch lap and 8-inch o.c. at SBS-SA, APP-SA, SBS- W-129 plywood (poly -film top) ring shank nails three (3), equally spaced, staggered center SBS-SA TA APP TA -60.0 TOWS Min. 19/32-Inch Elastobase, Elastobase P 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular 8-Inch o.c. at min. 4-Inch lap and 8-inch o.c. at W-130 plywood (poly -film top) ring shank nails three(3), equally spaced, staggered center Polyflex SA Base APP-TA -60.0 rows y131 VIg7 Min. 19/32-Inch Elastobase, Elastobase P 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular flinch o.c. at min. flinch lap and flinch o.c. at SBS-SA SBS-SA, APP-SA, SBS- 5 C -plywood (poly -film top) ring shank nails. four(4), equally spaced, staggered center rows TA,APP-TA W-132 Min. 19/32-Inch Elastobase, Elastobase P 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular flinch o.c. at min. flinch lap and flinch o.c. at Paly#ex SA Base APP-TA -97.5 plywood (poly -film top) ring shank nails. four(4), equally spaced, staggered center rows Min. 19/32-Inch Elastobase, Elastobase P 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular 6-Inch o.c. at min. flinch lap and 6-Inch o.c. at Elastofiex SA V Plus, SBS-SA, APP-SA, SBS- W-133 plywood (poly -film top) ring shank nails. Note: T/n caps are [o be primed with four(4), equallyspaced, staggered center rows Elastofiex SA V Plus TA, APP-TA -112.5 PG100 orASTM D4I primer. FR Min. 19/32-Inch Elastobase, Elastobase P 32 ga.,1-5/8-Inch diameter tin caps with 11 ga. annular 5-inch o.c. at min. 4-Inch lap and 6-inch o.c. at W-134 Plywood (poly -film top) ring shank nails. Note: Tin caps are to be primed with four (4), equally spaced, staggered center rows PolyflexSA Base APP-TA -112.5 PG100 or ASTM D41 primer. I NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 6- EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Evaluation Report P9290.02.08-R22 for FL1654-RZ4 Revision 22: 04/11/2019 Appendix 1, Page 22 of 69