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HomeMy WebLinkAboutBuilding Permit PackageAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34382 Phone: (772) 462-1553 Fax: (772) 462-1578 Permit Number: Building Permit Application PERMIT TYPE: ROOFING PROPOSED IMPROVEMENT LOCATION: Address: 5102 Indian Bend LN Fort Pierce, FL 34951 Property Tax ID #: 1312-800-0013-000-1 Site Plan Name: Project Name: Wilcenski DETAILED QESCRIPTION OF WORK: RE ROOF SHINGLES TO METAL CONSTRUCTION INFORMATION: Commercial Residential x Additional work to be performed under this permit —check all that apply: Mechanical ` Gas Tank _ Gas Piping Shutters Electric _ Plumbing Total Sq. Ft of Construction: 3600 Cost of Construction: $ 20600 Sprinklers Generator Sq. Ft. of First Floor: 3600 Lot No. 182 Block No. Windows/Doors Roof 4112 Pitch Utilities: _ Sewer _ Septic Building Height: 12 OWNER/LESSEE: CONTRACTOR: Name Mark W Wilcenski Name: EDWARD LECHNER Address:5102 Indian Bend LN Company: EDIFICIUM CONSTRUCTION P Y= City: Fort Pierce State: _ Address: 1215 CASTAWAY BLVD Zip Code: 34951 Fax: VERO BEACH City: State: FL Phone No. Zip Code: 32963 Fax: E -Mail: Phone N07726434513 Fill in fee simple Title Holder on next page ( if different E -Mail EDIFICIUMROOFING@GMAIL.COM from the Owner listed above) State or County LicenseCCC1331308 if vahia of rnnctrrrrtinn is C7cnn r........., ori rnnrr. _r,._ - -- -- - ____ _. ..._. _, _ ..,...-...,. _ — yr IN regiilrea. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: — --• �••: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: Zip: Phone City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: t-imnUCD/ PY1wiT0Ar•rf%n APP —r —_ --—I -I .r„ r 9_ruvi i : Hppucatnon Is nereby 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 the permit 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER O N ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Signature of Owner/ r as Agent for Owner I Signature of Contractor/Lice a Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ;ACOUNTY OF_.�✓�/err The forgoing instrument was acknowledged before me The for oing instrument was acknowledged before me Chis day of —4 26_F by this day of A & / L 20_Z�j by ,A3 4E - Name of person making statement. _ Name of person making statement. c Personally Known _k OR Produced Identification Type of Identification Produced of Notary Public- State of o� Notary Public S1 Commission Na. p // �$ Randy G Bias r}, o MY COmmis&on 'OMA' Expires 02!14121 REVIEWS FRONT � ZONING COUNTER REVIEW RECEIVED DATE COMPLETED Personally Known T_ OR Produced identification Type of Identification Produced r f Notary ?ubJStgrida.�.ryp.bj,_c:;,2_tP_'ofFloeaoI F ride Randy G Bias Commissi No. •r- —3 c� missian GG 302181 i 302189 GkF 02/1 412 02 3 SUPERVISORPLANS VEGETATION I SEA TURTLE � MANGROVE REVIEW REVIEW REVIEW REVIEW REVIEW —4Product Approval 00 BSER: Public User Florida Building Code Online Submit Surcharge Stats li< Facts Publications Contact Us BCIS Site Map Links Search Pr duct prmva__ I M nnuu > trod= -9r Anpf'rratiun SNarrh > Application Us T > Application Det.11 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phane/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL5259-R29 Year Revision `y�1 � \AWA-/�5 2017 2009 Approved 2011 POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1330 Ext 242 mafpert@poiyglass.com Maury Alpert maipert@polyglass.com TECH REP 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866) 802-8017 uspolyglasstechnical@polyglass.com QA REP 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888)410-1375 uspolyglasstechnical@polyglass.com Roofing Underlayments 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 10/21/2022 Validated By Sohn W. Knezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) Validation Checklist - Hardeopy Received EL5259 R29 COI 20ig 01 COI NI MINCN.prif Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 hUps:llfloridat]uilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOliPmaCfgJXCANG93CNQhK3flSg%3d%3d 112 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products Florida Building Code Online FM 4474 FRSA/TRI April 2012 UL 1897 Method i Option D 10/15/2019 10/16/2019 10/20/2019 12/10/2019 2011 2012 2012 EL Model, Number or Name Description 5259.1 Poly -glass Roof Roofing underlayments underlayments 1' Limits of Use Approved for use in HVHZ: No Installation Instructions E Approved for use outside HVHZ: Yes 259 R29 Ii 2D-19-10 FINAL EB PQLYGLASS IINDERLAYM NTS FLS9- R29.pdg Impact Resistant: NIA Design Pressure: +N/A/ -622.5 Verified By: Robert Nieminen PE -59166 Created by Independent Third Party-, Yes Other: 1.) The design pressure in this application relates to one particular Evaluation Reports underlayment system (over concrete deck) for FL5259 R29 AE 2019 10 FINAL ER PO YGLASS UNDERLAYMENTS FL52S9- R29. pdf use under foam -on tile systems (where the underlayment forms part of the load -path). Created by Independent Third Party: Yes Refer to ER Section 5.6.1 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. ® W Contact Us :: 2601 Blair Stone Road, Tallahassee FL 3 399 Phone: 850-487-18 The State or Florida is an AAYEEO employer. ,ioRylight 2007-2013 Stara of Finr na :: i� cv sr-te t :: b rcv st e 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 650,487.1395. *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 !f they have one. The ernails 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 rnade available to the public. To determine if you are a licensee under Chapter 455, FS., please click here . Product Approval Accepts: F"h,.3 Credit Card Safe securityAli::TRICK https:Mfloridabuilding,orgiprlpr app_dtl.aspx?pararn— GEVXQWtDgvbSgAaZp3Crk2vS%2feg0lipmaCfgJXCANGg3CNQhK30Sg%3d%3d 212 ONEMOIetc. Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance Compliance is subject to the Installation with the following Requirements and Limitations / Conditions of Use set forth herein. Standards. 2. STANDARDS: Section Prope Standard 1504.3.1 Wind Uplift FM 4474 Year 1504.3.1 Wind Uplift UL 1897 2011 1507.2.3/1507.1.1 Physical Properties ASTM D226 2012 / 1507.1.1, 1507.2.9-2 Physical Properties ASTM 01970 20091507.24 1507 Physical Properties FRSA/TRJ April 2012 2015 150711.2 - Physical Properties ASTM D6163 2012 7.507..11.11-2 Physical Properties ASTM D6164 2008 1507,11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2011 TAS 110 Accelerated Weathering ASTM D4798 2009 2011 3. REFERENCES: En itv Examination Reference Date Enki _�+ Examination Reference ERD (TST 6049) Wind Uplift 11757.08.01-1 08113/2001 ERD (TST 6049) Tensile adhesion P4039D.04.15 Date ERD [TST 6049) wind Uplift 11776.06.02 01/16/2003 ERD (TST 6044) TA5103 P44360.10.14-111 04/03/2015 ERD (TST 6049) wind Uplift ERD P1740.01.07 01/04/2007 ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/18/2625 05/17/2016 (TST604% ASTM D197D ERD (TST 6049) Wind P5110.04,07-1 04/11/2007 ERD (T5T 6049) ASTM D1970 PLYG-SC1D130.06,16-1 06/27/2016 Uplift ERD (TST 6049) Wind Uplift P9260,03.08 03/21/2008 ERD (TST 6049) Tensile adhesion PLYG-5010130.06.16-2 06/27/2016 ERD (TST 6049) Tensile Adhesion P30540.11.09 -R1 P11030.11,09-1 11/30/2009 ERD (TST 6049) 11/30/2009 TAS 103 PLYG-SC1D130.06.16-3 06/27/2016 ERD (TST 6049) Wind Uplift P11030.11.09-2 ERD (TST 6049) 11/30/2009 ASTM D1970/04798 PLYG-SC8D80-07.16 07/16/2016 ERD (TST 6049) ASTM D4977 P11030.11.09-3 ERD (TST 60491 11/30/2009 ERD (TST 6049) Wind Uplift TAS 103 PLYG-SC12025.10.16 10/12/2016 ERD {TST 6049) ASTM D1970 P33360.06.10 06/25/2010 ERD (TST 6049) 30/90 PLYG-SC13040.12.16 12/27/2015 ERD (TST 6049) TAS 103 P33370.03.11 03/0212011 ERD (TST 6049) physicals TAS 103 PLYG-SC11900.03.17 03/10/2017 ERD (TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 ERD (TST 6049) TAS 103 PLYG-SC12115.08.17 08/08/2017 ERD (TST 6049) ASTM D1970 P37300.10.11 10/19/201I FM (TST 1867) Wind Uplift PLYG-SC13035.08.17 3004093 10/31/2017 ER[] TST 6049 TAS 103 ( ) P40390.0$,12-1 08/06/2012 ICC-ES(EVL 2396) 13C Compliance ESR -1697 01/12/2019 ERD (TST 6049) Tensile Adhesion P40390,o8.12-2 08/07/2012 M -D (CER 1592) HVHZ Compliance NOA 17-0614.22 04/01/2019 07/06J2017 ERD (TST 6049) Tensile Adhesion 041420.09.12-3 09/11/2012 MTI (TST 2508} ASTM D4798 JX20H7A ERD (TST 6049) Wind Uplift P39680.03-13 03/04/2013 MEMO (TST 6D49) ASTM D1970 4-PLYG-18-004.03.18 04/0112008 03/29/2018 ERD (TST 6049) ASTM D1970 P45370.04.13 04/26/2013 NEMO (75T 6049) Wind Uplift 4L-PLYG-18-003.01,19 01/11/2019 ERD (TST 6049) Wind Uplift P1738.02.07-RZ 04/29/2013 NEMO (TST 6049) ASTM 067.63 4S-PLYG-18-002.01.19-A 01/24/2019 ERD (TST 6049) Wind Uplift 11757-04.01-1-R1 04/30/2013 NEMO (TST 6049) ASTM D6222 4S-PLYG-18-002,05.19-C 05/20/2019 ERD (TST 6D49) ASTM D6164 P37590.03.13 -3A 05/06/2013 NEMO (TST 60491 TAS 103 45-PLYG-18-004,10.19-G 10/08/2019 ERD (TST 6049) ASTM 06509 P37590.03.13 -1-R1 06/26/2013 NEMO (TST 6049) TAS 103 4S-PLYG-18-004.10.19-1 10/08/2019 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 NEMO (TST 6049) TAS 103 4S-PLYG-18-004.10.19-L 10/09/2019 ERD (TST 6049) ASTM D4601 P45940.09.13 09/04/2013 NEMO (TST 6049) TAS 103 4j-PLYG-I9-SSUDL-41.A 10/10/2019 ERD (TST 6049} Wind Uplift P21751.05.03-111 11/26/2013 PRI (TST 5878) Tensile Adhesion PRI01111 04/08/2002 ERD (TST 6049) Wind Uplift P11781,11.03 -R1 11/26/2013 PRI (TST 5878) TAS 103 PUSA-018-02-01 07/14/2003 ERD (TST 6049) 30/90 physicals P45270.05.14 05/12/2014 PRI (TST 5878) TAS 103 PUSA-035-02-01 09/29/2006 ERD (TST 6049) Tensile adhesion 6020.09-14-5 09/08/2014 PRI (TST 5878) TAS 103 PUSA-055-02-02 12/10/2007 ERD (TST 6049) Tensile adhesion 6020.09.14-6 09/08/2014 PRI (TST 5878) ASTM 06222 PUSA-061-02-02 01128/2008 ERD (T5T 6049) Tensile adhesion P46520.10.14 10/03/Z014 PRI ITST 5878) ASTM D6164 PUSA-088-02-01 07/29/2009 ERD (TST 6049) ASTM D1970/D4798 P43290.1D.14 10/17/2014 Polyglass USA P/L Affidavit Mile -Hide Cross Ltg 03/01/2008 NEMA ETC, LLC. Certificate ofAurhorizoiion/P32455 6T" EDITION {2017) F8C NON-HVHZ EVALUATION Evaluation Report P12060.02.09-1125FL5259-R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25:10/14/2019 Page 2 of 16 ERD Enti Examtnatinn {TST 6049) TAS 103 PtYG-SC7550.03,15 Reference pate 03/24/2015 Ent" NEMO I etc. Exarnihation Reference Dais Polyglass USA Materials Affidavit Po[Ystick Compound 48/1&/2011 UL (QUA9625) QuaControl 4- PRQb1Ci DESCRIPTION: Service Confirmation 09/13/2018 Product Specification Plant(s) 4.1 Elastobase ASTM D6163 Description FL Fiberglass -reinforced, SBS modified bitumen 4.2 Elastobase P ASTM D6164 tease sheet FL Polyester -reinforced, SBS modified bitumen 4.3 Elastoflex G TU M -D 13-004 base sheet PA Polyester -reinforced, modified bitumen the FRSA/TRI April 2012 underlayment composed of a sand -surfaced SBS modified bitumen back- 4.4 Elastoflex S6 G side and granule -surfaced APP modified bitumen top -side ASTM D6164 FL Polyester -reinforced, SBS modified bitumen cap sheet FRSA/TRI April 2012 4.5 Elastoflex S6 G FR ASTM D6164 FL Polyester -reinforced, SBS modified bitumen FRSA/TRl April 2012 cap sheet 4.6 Mule -Hide SA -APP Cap Sheet ASTM D6222 FL Polyester -reinforced, APP modified bitumen FRSA/TRl April 2012 cap sheet 4.7 HydraGuard Dual Pro ASTM D1970 FL Nominal 60 -mil thick duai-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a 4.8 HydraGuard Tile Pro polyester fabric surface ASTM D1970 FL Nominal 60 -mil thick dual -layer rubberized asphalt TAS 103 waterproofing membrane, fiberglass reinforced, with a FRSA/TRI April 2012 polyester fabric surface 4.9 Mule -Hide SA -APP Cap Sheet (FR) ASTM D6222 FL Polyester -reinforced, APP modified b itumen FRSA/TRI April 2012 cap sheet 4"10 Polyf(ex G ASTM D6222 FL Polyester -reinforced, APP modified bitumen FRSA/TRI April 2012 cap sheet for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof 4"11 Pplyflex G FR ASTM D6222 systems FL Polyester -reinforced, APP modified bitumen FR5A/TRI April 2012 cap sheet for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) 4"12 Polyfiex SA P beneath mechanically fastened tile roof systems ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet FRSA/TRI April 2012 4.13 Polyflex SA P FR ASTM D6222 FL Polyester -reinforced, APP modified bitumen FRSA/TRi April 201.2 cap sheet 4.14 4"15 Polyglass Base ASTM D6509 FL Fiberglass -reinforced, APP modified bitumen base sheet PO)yglass G2 Base Sheet ASTM D4601 AL Fiberglass -reinforced, asphaltic base sheet 4.16 Palystick IR -Xe ASTM D1970 FL, PA Nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface 4.17 Polystick MTS Plus TAS 103 FL, PA, TX Nominal 60 -mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane, glass fiber reinforced, surfaced with polyolefinic film surface NEIVIO ETC, LLC. Certificate ofAatharizatron #32455 6'" EDITION (2017) FBC NON•HVHZ EVALUATION Evaluation Report P12060.02,09 -R25 Polyglass Roof Underlayments; (954) 233-1230 FL5259-R29 Revision 25: 10/14/2019 Page 3 of 16 N4. PRODUCTDE5CRIPTION: MEMO I etc, Product Specification Plant(s) 4.18 Polystick MU-XDescription ASTM D1970 FL, Nil, PA Nominal 54-mi( thick dual -layer rubberized asphalt (See Section 5.8) waterproofing membrane, fiberglass reinforced, with a 4.19 Polystick TU Max polypropylene film surface ASTM D1970 FL, PA, TX Nominal 60-mil thick rubberized asphalt waterproofing TAS 103 membrane with a 190 g/mz polyester fabric surface FRSA/TRI April 2012 4.20 Polystick TU P TAS 103 TX Nominal 130-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane, glass-fiber/polyester reinforced, with a granular surface 4.21 Polystick TU Plus ASTM D1970 FL, PA Nominal 80-mil thick rubberized asphalt waterproofing TAS 103 membrane, glass fiber reinforced, with a polyester fabric FRSA/TRI April 2012 surface 5• LIM(TATIC3N5: 5.1 This is a building code evaluation. Neither NEMA � etc, nor Robert IViem(nen, 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 the HVH2. 5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1. ROOT COVER OPTIONS Underlayment Asphalt Shingles Nail-On rile Wood Shakes Faam-on Tile Metal & Shingles Slate Elastobase Yes Yes yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Yes Yes Yes Eiastubase P Yes Yes Yes - (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Yes Yes. Yes Polyglass Base No Yes yes (Base Sheet in 2-ply system) (aa.se Sheet in 2-ply system) No No No Polyglass G2 Base No Yes Yes {Base Sheet int-Ply system) (Base Sheet in2-ptysystemi No No No E(astoftexGTU Yes Yes Yes (see 5.5.1) No 1 Flastoflex 56 G ! Yes Yes Yes Yes Yes (See 5.5.1) No Elastof)ex 56 G FR Yes Yes Yes Yes I HydraGuard Dual Pro Yes No No Yes Yes No No Yes Yes HydraGuard Tile Pro ! Yes Yes Yes Mule-Hide SA-APP Cap Yes (See 5.5.1) Yes Yes Yes Sheet Yes Yes Yes (see 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Sheet FR) Yes Yes yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes {See 5.5.1) No Polyflex G FR Yes Yes Yes Yes Pp(yflexSAP No No Yes Yes Yes Yes {See 5-5.1) No Yes Yes Polyflex SA P FR Yes No Yes Yes (See 55.1) No Yes Polystick IR-Xe Yes No Yes NEMO ETC, LLC. N Na o Yes Yes Certlf7cateofAuthorization #31455 6TH EDITION (2017) FBC NON-HVH2 EVALUATION Evaluation Report P12060.02.09-R25 Polyglass Roof Underlayments; f954) 293-1230 FL5259-R29 Revision 25: 10/14/2019 Page 4 of 16 TABLE 1: ROOF COVER OPTIONS -- - ... MTS Plus .s hpnaa mingles Nail -Ora Tile Foam -On Tile Metal M U -x Yes Yes No Yes TU Max Yes No Na No Yes TU P Cap Sheet, Mule -Hide SA -APP Cap Sheet (FR), Polyflex G, Potyflex SA P, Yes Yes (See 5.5.1) Yes TU Plus No Yes Yes (See 5.5.1) Plus Yes Yes Yes (See 5.5.1 Yes es NNEmo I etc. Wood Shakes & Shingles Yes Yes No No Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations. Slate Yes Yes No No Yes TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBfNATloNsl Florida Product Adhesive Approval DAP Foam Touch `n Seal StormSond underiayments Roof Tile Adhesive FL14506 Polystick TU Max or Polystick TU Plus Dow Tile&ondT FL22525 HydraGuard Tile Pro, POlyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Pius ICP Adhesives Po)ysets Ali -160 Elastoflex G TU, Elastoflex 56 G, HydraGuard Tile Pro Mule -Hide SA -APP FL6332 Cap Sheet, Mule -Hide SA -APP Cap Sheet (FR), Polyflex G, Potyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus ICP Adhesives PolysetO RTA -1 Elastoflex 56 G, HydraGuard Tiie Pro, Mule -Hide SA -APP Cap Sheet, Mule - FL6276 Hide SA -RPP Cap Sheet {FR), Pofyflex G, Polyflex SA P, Polyffex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU 5.6 Allowable Substrates: Plus TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS underlayment Application Substrates (designed to meet wind loads for project) Type Primer Material(s) HydraGuard Dual Pro, Deck/ (Optional) ASTM D41 plywood, OSB, Southern Yellow Pine or Huber HydraGuard TPe Pro, sheathing Engineered Woods "ZIP System" Panels Polystick (all variations), ASTM D41 structural concrete Mule -Hide SA -APP Cap self- Sheet, Mule -Hide 5A -APP adhering ASTM 01289 T e l9 Insulation (Optional) ASTM D41 Yp Class 1 Polyisocyanurate, ASTM Cap Sheet (FR), Poiyflex Or WB -3300 01289 Type V polyisocyanurate-composite, DensDeck SA P or Polyflex SA P FR Prime or SECUROCK Gypsum -Fiber Roof Board Base N/A ASTM D226 felt, Eiastobase, Elastobase P or Mule -Hide Sheet Nail Base Elastoflex G TU, Elastoflex Deck ASTM D41 structural concrete at asphalt S6 G or Elastoflex 56 G FR h Insulation (Optional) ASTM D41 DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board Base N/A ASTM D226 felt, Flastobase, Elastobase P, Mule -Hide Nail Sheet Base or Polyglass G2 Base Deck ASTM D41 structural concrete Polyflex G or Pofyflex G FR torch- Insulation (Optional) ASTM D41 DensDeck Prime or SECUROCK Gypsum -Fiber applied Roof Board g ase Sheet N/A Elastobase, Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass Base ' Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning NEMO ETC, LLC. Moment Resistance Performance. Certificate of Authorization #32455 5- EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09 -R25 Polyglass Roof Underlaytnents; (954) 233-1230 FL5259-R29 Revision 25: l0/14/2019 Page 5 of 16 5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: NN EMO I etc. The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on or mortar-set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FSC 1504.9 has already been applied). Refer to FRSA/TRl April 2012 (04-12), Appendix A, Table lA or FBG 1609 for determination of design wind loads. 91 Maximum Design Pressure = -52.5 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Joints: Min. 4-inch wide strips Of Elastoflex SA-V over all OSB joints Base Ply: Polystick MTS Plus, self-adhered. UndeHayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #2 Maximum Design Pressure = -90psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply:. (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APF Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #3 Maximum Design Pressure = -97.5psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Muie-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x IN" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. 44 Maximum Desl n Pressure = -105 sf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS Pius, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1Y" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #5 Maximum Design Pressure =-135 psf: Deck; Min. 15/32-inch Plywood to meet project requirements to satisfaction of Authority Having Jurisdiction_ Primer: (Optional) PG100 or A5TM D41 Base Ply: f©ptional) Polystick MTS Plus, self-adhered. Joints: Min. 4-inch wide strips of Elastoflex SA-V over ali plywood joints. Underlayment: Muie-Nide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Pius, self-adhered, 46 Maximum Design Pressure = -315 s . Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APR Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. ##7 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction, Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied, NEIViO ETC, LLC. Certfcate of Authorization #32455Evaluation Report P12060.02.09-R25 6T" EDITION (2027) FRC NON-HVHZ EVALUATION FL5259-R29 Palyglass RDOf Underlayments; (954) 233-1230 Revision 25:10/14/2019 Page 6 of 16 4/70/2020 Florida Building Code Online Business & Professional Regulation 13C1S Home Log In j User Registration i Hot Topics Submit Surcharge j stats & Facts publications Contact Us SCIS site Map Links Search Fiarica ''..._ Product Approval S USER: Public User r Pr uct Agprovaf Menu > Product or AppBcation Search s Application List Search Criteria Refine Search Code Version 2017 FL# 11651 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract. Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications _ fC# HaaMfacturer 1faEidated $vStartus FL11651-R3 Revision Gulf Coast Supply & Manufacturing, LLC, Locke Bowden P.E. Approved History Category: Roofing (334) 300-1800 Subcategory: Metal Roofing *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the commission if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32349 Phone: 850-487- 24 The State of Florida is an AA/EEC employer. _gpyright 2QQ7-2013 state of Floricga :: privacy Stateme� :: Accessibility. �tatement :: Re nd Stat m nt 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 he ve any questions, please contact BSM87.1395. *Pursuant to Section 455.275(1}, Florida Statutes, effective October I, 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.: Creditrr EJ R�A Mm f Safe 6 j ' "D I -1 � L' C https://floridabuilding.org/prlpr_app_lst.aspx 717 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 24 Ga. GulfLokTM 76" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.9 it3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory. Metal Roofing Compliance Method: 61 G20-3.005(l)(d) NON HVH7 Product Manufacturer: Gtktf Coast Supply a Manufacuiring, LLC 14429 SW 2nd Place, Suite G30 PN%EL 5, Newberry, FL 32669 0EIVS Engineer Evaluator:. Dan Kuhn, RE. #75519 Florida Evaluation ANE ID: 14743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 34117 Contents: Evaluation Report Pages 1 - 5 FL# 11651.9 R3 9 OCTOBER 5, 2011 1k: No. 75519 . '� srAr ' STATE : Q, Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLok TM, 7/s" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16" Assembly B Coverage, Roof panel restrained with fasteners into minimum's,;3z" plywood Assembly D decking. Non Structural application. Panel Material/Standards: Material: Minimum 24 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to -121.75 psf 5W O.0 Florida Building Code 2017 Section 1507.4.3. Sealant Paint Finish Optional No Yield Strength: 50.0 ksi No Corrosion Resistance: Panel Material shall comply with Florida Building No Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0235" Minimum *Design Pressure includes a Safety Factor= Width: 16" Coverage Maximum Female Rib: 7/s" Tall Male Rib: 3/" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed -121.75 psf. Panel Fastener: Through Panel Slot: (1) #10-12x1 " Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 1$/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. Design Uplift Pressures: Table "A" Maximum Design Pressures Roof Areas Assembly A Assembly B Assembly C Assembly D Maximum Design Pressures Fastener Spacing 81.75 psf 10 %4" O.C. 96.75 psf 5�Y8" O.0 -121.75 psf 5W O.0 -161 psf SW O.0 Sealant No No Yes No Panel Clip No No No Yes *Design Pressure includes a Safety Factor= 2.0. FL# 11651.9 R3 • OCTOBER 5, 2017 Cotte Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0089T-05 mated 06/2005 2. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc, (FBC Organization # TST 5328) Report No. 117 -0301T -10A -C, Dated 07/26/2013 3. TAS 125 Architectural Testing, Inc. (FBC Organization # T5T-1527) Report No. 69000.01-450-18, Dated 12/12/2012 4. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: I. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2, The UL 1897-98 test standard is equivalent to the UL_ 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL# 11651.9 R3 • OCTOBER 5, 2017 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including FL4 11651.9 R3 • OCTOBER 5, 2017 Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure; For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL4 11651.9 R3 • OCTOBER 5, 2017 ENGINEER LOAD TABLE: 24 Ga. GulfLokTM 16" Wide Roof Panel over 15/32' Plywood Buildings having a Roof Mean Height < 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017, WIIND FASTENER 120 130 140 150 160 170 180 (MIN. SUBSTRATE SPEED Penetration) #io {MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 (i) 410-12x1" PLYWOXOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 2 (1) #10-12x1" PLYWOOD ASSTMBLY A ASSEMBLY A ASSEPOSLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 3 (1) #10-120" PLYW X ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B ASSEMBLY C 1.) PANEL DESCRIPTION: GULFLOKT"', MIN. 24 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: (1) #10-12X1 " PANCAKE TYPE A,'/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 81.75 PSF AT 10'/4" O.C. ASSEMBLY A, 96.75 PSF AT 5�/s" O.C. ASSEMBLY B, -121.75 PSF AT 5Ya" O.C. WITH SEALANT ASSEMBLY C, -161 PSF AT 51/a" O.C. WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.) PLYWOOD DECKING: MIN. 1$/32" THICK, APA RATED PLYWOOD, GRADE C -D. MUST BE DESIGNED 1N ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODF 2017. ZONE2 ZONE3 .. -a. 1` i , 1" •. ,—RIDGE ,' ,: ZONE c_ -LAVE PONE 2 GABLE ROOF a i La —RIDGE 1,-------•------------------. -. a a I ZONE1 i I +—�----- - ------------I '—ZONE 3 SAVE Note: Ulmension (a) Is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be less than either 4%n of the minimum width of the building or 3 feet. ASSEMBLY A/B 16" COVERAGE {1} #10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY C 1J4"-5/1 fi°' DIAMETER BEAD OF TITEBOND SEALANTS (1) #10-12 X 1" TYPE A PANCAKE - SPACING: SEE UPLIFT TABLE ASSEMBLY D W/CLIP GuIILok'" CLIP 24 GA. 1 10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 4693412 OR BOOK 4403 PAGE 448, Recorded 03/31/2020 02:55:10 PM NOTICE OF COMM ENCEMEW TO BE COMPIETEO W14EN ooWMUCMN VALilE MXEDS$ZS044D QR IN1i13+1HEAANGGRAIRcoNbrnoNmNpAIRQRREPLACEMENTEKCEEDS$r. "j, PerinFt#t: TaxFalto#;. � State of Flartda, County of Indian River' The umlersFgned hereby gives notice that impmrrerrsent w@1 be made to certain renl property, 733, Florida Statutes, it�e fOlfOwing infOrrnation is provider! In this Notice f Commencement, f' F may, and to accordance wlth Chaptor 1. Legal description of the property (and romplexestreet address if avallabk'): L __ 2-- (ene' ai'descript€on, of irrlprovement: �_ 3. information or, ()Lessee informat'o +J. '.� � 4PV a. Marne; i 1A,111 1 e Lessr?e Mntracted for the improvement): -` b- Address ('street address) {comF,leteity name) c. Interest in property: c(State) {,tip code) d. Name & compete address of fee simple titleholder (if different from Owner listed above): 4. Contractor- a-- ontractora.- !Name: _ b. Add rens: {street address] {eomAleYe city Hamel stare c. Phone number: -44 - { ) (zip code) 5. Surety Company (if Applicable, a copy of the paymentbond is trttached): a, Name & cOmplete street address: b. Phone number: Lender/Mortgage CSand amount. _ ompany: a. (Name & complete street address: b. Lender's phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(8)7., Florida statutes, a. Nape & complete street address; b. Phone number: Fax number: 8. in addition to himself or herself, a. Owner designates of to receive a copy of the Lienon's Notice as provided in Section 713.13(1)(b), Florida statutes. b. Phone number: 9. Expiration date of notice of cominnncement: (the expiration date will be I yearfmm the date of recarding unless a different date isspeC&Cf). WARNING TOOWNEft PAYiWEN3'SpfiADEBYTHE OwN A'FTERTHEERPIRAT1rJNOF7HE AIdSfNY P FLORIDA NOTiCEOF: cON"MHNcMENr ARE COM13ERED iMPROPgn! PAYmENTs UNDER CHAmg 718, PART r,SECnON 713-13 TUM AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE Or- CommENcEMENT 1VtUST BE RECO 13 AND POSTED ON TNEJO$ SrrE BEFORE THE ENT f ECT10N.IF YOU INTEND To ORTMN FIi�14NONG, CONSULT IAM YOUR LEMER OR AN ATFDRNEYBOWE CON11VIEMCING WORK OR RECORDING YOUR NOTICE OF CiMilhAFl�tC£M1_Ni'. {Signature of tJ`nerarlessee, r net's or ieSS�WSAutharizedOffxerfDerector/Part xrlManager) {SfgnQtorys Tiviefoffice) The ForegOing instrument was acknflwledged before me this _'% day of 26� . gY (Printed name of persOn stgning above)7E j I -r k f As-. For (type of authority, e,gL affrcer, trustee, attOmCy in. W) (name of party vn behalf of vfhom insrrurnenr was executed) ()Personally Known OR 01"roduced Identification Type Of Identification Produced.j-4JAL jam' ,l Notary Sea! Ncrwry 51gr€at iq�hhF Notary P4JEl Rotary Printed Name Randy �� � o� �/ Ccim�e rte l-7V'reS