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HomeMy WebLinkAboutBuilding Permit Application (2) All APPLIC LE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: RECEIVED _ Building Permit Applicati n FEB 21 2020 Planning and Development Services ST. Lucie County, Permitting Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT TYPE: PROPOSED lMP:R01lEME�NT L©CATIID0 J Address: 2200 i :FiLe4 W i P iE=)C�� Property Tax ID#: Lot No. Site Plan Name: Block No. Project Name: DE� AI' ED DE=�GRIPTION OF ORK: fySALC. IuCc.J VlADVI_'Elm 3 CCINSTRUCTI©N INFORMATION': Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors Electric _Plumbing _Sprinklers _'Generator Roofi Pitch Total Sq. Ft of Construction: ' c"100 Sq. Ft. of First Floor: Cost of Construction:$ 335-D Utilities: —Sewer _Septic Building Height: ( Storz y '83 Name CONTRACTOR• Name C t<Lt�J A b Mk<Z-TW Address: ?—oo Company:�kS City: (=i ` D tt,-r1.(.E State:CL Address: ?-j l ',JUf% Zip Code: 3ya � Fax: , City: a .P`eq- State: �L Phone No; 1-1-y ��( &t)90 Zip Code:'-3Lt01.SS 'Z. Fax: `nz E-Mail: Phone No '27:2 L(, flb4 Fill in fee simple Title Holder on next page(if different E-Mail from the Owner listed above) State or County License S� 7 b99 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. `U ' PL MEN A I CRNSTR�U ION L NLA INF(JRMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPEMENTS TO YOUR PROPERTY. A NOTICE OF'COMMENCE TjMUST BE RECORDED AND POSTED ON E OB,StT,E BEFORE THE FIRST INSPECTION. IF YOU 1 T TO B IN FINANCING, CONSULT WITH Y U EN R A ATTORNEY BEFORE RECORDING YOUR OF MEN EMENT." ign ure of Owner/Lessee/Contractor as Agent for Owner Signa ure of Contractor/License Holder STATE OF FLO D 1 STATE OF FLORID COUNTY OF I• l..V(J1� COUNTY OF The for oing instrurperrrwas acknowledged before me The fo oing instrum ckncwledged efore me this day of 26:;� y this day of 2 by Name of—person-making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known y/OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature o (Signature of Notary Pu ic-Statii of Florida) �'r'dga., KAREN S. NIELSEN Commission 10 `SState of Florida-N_NN)Public Commission Q\",YPv� KAREN S. NIEfIS� j ommission # GG 207484 �_� �; a e o orida-Notary Public e M Commission Ex ires =* •= Commission # GG 207484 Y p _ My corlind F1 I0\ June 12 2022 REVIEWS FRONT ZONING SUPERVISOR PLANS GROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. 6/14/2019 Florida Building Code Online Business • ftofessionalRegulation rags SCIS Home I Log In User Registration I Hot Topics i Submit Surcharge i Stats&Facts ? Publications Contact Us BCIS Site Map I Links Search FlAa Product Approval Y I USER:Public User d r� Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED P OFFICF OF THE FL# FL1654-R23 SECRETARY Application Type Revision FEB 2 1 2020 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 ®U2- o S 7 (954) 233-1330 Ext 242 malpert@polyglass.com REVIEWED FOR Authorized Signature Maury Alpert CODE COMPLIANCE malpert@polyglass.com T. LU ,CIE COUNTY Technical Representative Maury Alpert BOCC i Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Quality Assurance Representative FILE COPY Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 09/13/2021 Validated By John W. Knezevich;PE Validation Checklist-Hardcopy Received Certificate of Independence FL1654 R23 COI 2018 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvgqu2w%2bnFgUPv2pw6pKxAh3MWCf6BQtTxEtZbUa5VbZA%3d%3d 1/2 J 6/14/2019 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/08/2018 Date Validated 10/13/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 Date Revised 04/12/2019 Summary of Products -FL-# -Model,-Number or Name -Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R23 II 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654- Approved for use outside HVHZ:Yes R23.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 Evaluation Reports I relates to one particular assembly over concrete deck. FL1654 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL1654- Refer to the ER Appendix for other systems and deck R23.pdf types.2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back !real Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coo_yright 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 mail.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: ® Kid E Credit Card Safe https://www.floridabuilding.org/pr/pr_a.pp_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAh3MWCf6BQtTxEtzbUa5VbZA%3d%3d 2/2 ONEMO etc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B 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 1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation;Bonded Roof Cover 12 IE Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14 IF Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17 1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-21 1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 21-25 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 26 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 27-29 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30-34 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Coffer 35-37 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38-46 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 46 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 47-49 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 54 5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 55 5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,;Bonded Roof Cover 56 5D Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 56 5E Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 56 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 57-59 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59 6C Existing gypsum Reroof(Tear-Off)or Recover C I Mech.Attached Insulation,Bonded Roof Cover 60 6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-65 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 65 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. NEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FL1654-R23 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 65 ONEMOletc. 3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board orimineral-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. 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 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 manufacturer's published instructions. Hot asphalt(HA): Full coverage at 25-30 lbs/square. Dow INSTA STIK Quik Set Insulation Adhesive(D-I5): 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-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. OMG OlyBond 500(06500): 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. . OlyBond Classic(OB Classic): Full coverage at 1 gal/square. . ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. . Note: When multiple loyers(s)of insulation and/or coverboard 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. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyan u rate 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) e Millennium PG-1 Pump Grade Adhesive(M-PGI): 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 ll) . ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocyanu rate 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. NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for F1.1654-1123 Certificate of Authorization#32455 6`1 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 65 ONEMOjetc. 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 desigh 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. 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 COVERS REFERENCE LAYER MATERIAL ', II APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II 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 lbs/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 Type II,Polyglass HT Base 650 PG350 at 1.5-2.0 SBS-CA1 Ca PI Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield gal/square Cap y TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Ca PI Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield gal/square Cap Y TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex SBS-AA S6 Type II,Polyglass HT Base 650 Hot Asphalt at 20-40 (SBS,Asphalt-Applied) Cap Ply Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS-G, lbs/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 56,Elastoflex 56 Type II,Polyglass HT Base SBS-TA Torch Applied (SBS,Torch-Applied) Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex'56 G FR,Elastoshield TS- Cap Ply G,Elastoshield TS-G FR,Polyfresko G SBS of film backed),Polyfresko G SBS FR(poly-film backed Y (P Y- ) Y (P Y ) Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forSBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). PG350 at 1.5-2.0 APP-CA1 Cap Ply Polyflex G FR gal/square APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond Torch-Applied (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool (APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.0108-1121 for FL1654-R23 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVH7 EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 65 ONEMOletc. 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies: VAPOR BARRIER OPTIONS; OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP(PSF) # TYPE ATTACH VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 VB-2. PG100 Polyglass APP Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0 VB-3. PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0 VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 VB-6. PG100 Elastoflex SA V Base,Elastoflex SA V FR Base, Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade 290 0 Elastoflex SA V Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-inch o.c. 17. The following surfacing may be 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 application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Option# Surfacing 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. PG700QS(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-10. 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 QS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS#250 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-R21 for FL3654-R23 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 65 O- NEMOJetc. TABLE 11: •• r+ •ECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck(Note 1) Primer Roof Cover(Note 15) MDP(Psf) No. Joint Treatment Base Ply Ply Cap Ply W4710'' Min.15/32- None None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -90.0 inch plywood TA,APP-TA TA,APP-TA W-171 Min.15/32- (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 inch plywood W-172 Min.15/32- PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5 inch plywood 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 Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-173 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97'5 W-174 Min,15/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -105.0 inch plywood 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 Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-175 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 135.0 fl Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into poi W-176 inch plywood (Optional)PG100 place to create continuous bond. Polyflex SA Base (Optional)APP-TA APP-TA 135.0 NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-1123 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 26 of 65