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526 Atlantic Beach Ct ROOF19-0041 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER J l CITY OF ATLANTIC BEACH ROOF19-0041 800 SEMINOLE ROAD ISSUED: 5/15/2019 EXPIRES: 11/11/2019 ATLANTIC BEACH, FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 Y 4 PM FOR NEXT DAY INSPECTION. ALL • • • • ' • • • t OF • ' • • BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 526 ATLANTIC BEACH CT ROOF NON SHINGLE METAL ROOF $51300.00 TYPE OF BUILDING • • GROUP: ATLANTIC BEACH 169505 1410 COUNTRY CLUB UNIT 02 COMPANY: ADDRESS: TOP GUN ROOFING, INC. 5570 FLORIDA MINING BLVD JACKSONVILLE FL 32257 • ADDRESS: RUMMANS ALBERT E IR 14 TURTLE RIDGE CT RIDGEFIELD CT 06877 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 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-323-1000 0 $288.00 BUILDING PIAN CHECK 455-0000-333-1001 0 $144.00 STATE DBPR SURCHARGE 455-0000208-07W 0 $6.48 STATE DCA SURCHARGE 455-0000208-OEM 0 $4.32 TOTAL:$442.80 Issued Date:5/15/2019 1 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by4he Building Department.) 800 Seminole Road f1'l/ Y Atlantic Beach, Florida 322335445 Phone(904)247-5826- Fax(904)247-5845 • �7.Zo/iy E-mail: building-dept@mab.us Date routed: J Z City web-Site: hdp'.//www.coab us C APPLICATION REVIEW (AND TRACKING FORM Z. Property Address: SYL AA)71 R.1�c--6\ review re ulred Yes No � I� Io � uildi Applicant: 10P C\.I X tk' Roo ([.x' Pa ing F r-� Tree Administrator Project: J V \ `lF� L fJ\S�J,C_7 Public Works Public Utilities Public Safety Fire Services Review fee $ �Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: /)) A G UILDIN �Y V PLANNING&ZONING Reviewed by: Data: •�y 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. U ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0511912017 Building Permit Application OFFICE COPY pdared 0918 City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Deptffikc us IS REQUIRED. Job Address: 526 ATLANTIC BEACH COURT ATLANTIC BEACH,FL 32233 . .Permit Number: 19 —(2ctl Legal Description 6T-13208-2S-29E.349 ATLANTIC BEACH COUNTRY CLUB UNIT 2 LOT 23 RE# 169505-1410 Valuation of Work(Replacement Cost)$511300 Heated/Cooled SF Non-Heated/Cooled • Classof Work: I CAdditlon ❑Alteration ❑Repair ❑Move ❑Dema ❑Pool 13Window/Door W U • Use of existing/propased structure(s): l7Commerclal OResidential Z m � • Han existing structure,is afire sprinkler system installed7: ElYes []No J ¢ O ' • Will trees be removed in association With ro osed ro'ect7 OYe (must submit separate Tree Removal Permit U Z F- Describe in detail the type of work to be performed: O 0 ~ m F UU13 oa NEW CONSTRUCTION SFR METAL ROOF(76 SO) W = Q ut Florida Product Approval# FL14317 UNDERLAYMENT&FL11651 METAL for multiple products use product approv6DFoQn O Q LL Property Owner Information U HJ- N 1y Name ALBERT E RUMMANS JR,SUSAN B RUMMANS Address 14 TURTLE RIDGE COURT r'1 'Z W City RIDGEFIELD State CT :Zip 06877 '.Phone (904)323-8264 LL 0 W E-Mail MJOHNSGMYRNERSIDEHOME.COM a ¢ Y M Owner or Agent(IfAgent,Power of Attorney or Agency Letter Required) .r'>. F- m Q 4 Contractor Information U m ¢ w Name of CompanyTOP GUN ROOFING INC. `qualifying Agent MATT P MCLEOD W > Address 5570 FLORIDA MINING BLVD SOUTH#501 City JAXState FL Zip 32257 (r Office Phone 904342-0211 Job Site Contact Number 904509-2595 State Certifcation/Registration#. OCCOSS178 E-Mail OFFICEOTOPGUNROOFINGNET Architect Name&Phone# Engineers Name&Phone# Workers Compensation Insurer FRSA 87DD33663 ;OR Exempt Expiration Date 12/912019 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal lation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there maybe additional restrictions applicable to this property that maybe found in the public records of this county,and there maybe additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNERS AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDERPR AN ATTORNEY BEFORE RECO1,ING YOUR NOTICE OF COMMENCEMENT. J4 �J' LAB. iof Owner o f (Signature of Owner or Agent) ��[[44 —� (Signature of contractor) yt., �/S�i�gnne�dd and sworn to(or affirmedl before me this 11 day of Signed and sworn to(or affirmed)before me this k*' -day of rJCyBlSN! ��,by $ IyWzCln o�a •by (y-K9Y4 P f.A—A cL (Sig ure of otaryl llS ONE IRWIN } ° Commisslon x FF 694991 > i `°W0 LINDSEY M.BISHOP yo 0§ MY Commisslon Erobes � i 1/Personally KnownO 3+°J 1.. "A Notary PUMic-Stall of florida I ersonally Known OR ,',.,a��t;°� July 08, 2019 ( J Produced IdentlNcati r[' ` r Commisslon a FF 946204 I 1 duced Identi6cetlon Type of ldenlification: '�� ° Typeo dentificadon: 10/19/2018 Monde Building Cade Drdine Business & Professional Regulation OFFICE COPY MM ..S.. I lryN I UXr RBglNabon I Xo[In. Sahni Sudhal. I StadaFacts CMacs. KISSRBMap dnkv Swron r ®Product Approval IUnix::NICK PrxiUd pMUl Menu,EDNN A NIanon Sea,d>R >Aodk smr(>ApplkJtlm pedll FL a FL31651L-R3n Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. Address/Phone/Emall 4020 S.W.449th Street Horseshoe Beach,FL 32648 (352)498-0778 Infog,gulfcoastsupply.rom Authorized Signature Eng David Infofgulfcoastsupply.mm Technical Representative David Eng Address/Phone/Small 14429 SW 2nd PI Ste G30 Newberry,FL 32669 (352)498-0778 Info0gulfcoastsupply.com Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry,FL 32669 (352)498-0778 davld.eng0gulfc.isdowpply.mm Category Roofing Subcategory Metal Roofing Compliance McNod Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardmpy Received Florida Engineer or Architect Name who developed the Daniel S. Kuhn Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence gdf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2D12 UL 580 2006 httpslfwww,flodd uilding.org/pr/pr_app dd.aspx?parem=wGE XQwtDgsQFc5K%2fTrZ SHgw99R5wgd"p gvkzBL STfwM%3d%3d 115 10/192018 Florida Building Code Oolive Equivalence of Product Standards r r Certified By Sections from the Code Product Approval Method Method 1 Dimon D Date Submitted 10/10/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products Go to Page Page 1/2 FL d Notle1,Number or Name Description 11651.1 0.032"Aluminum 5V Crimp Min 0.032"5 V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ:No FL11651 R3 II EL11651 1 R3 Metal Roof Approved for use outside HVHZ:Yes gWncd.0d1 Impact Resistant: N/A Verlfled By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-108.SPSF Created!by Independent Third Party:Yes Other:-108.5 psf @ 12"O.C.Install per manufacturers details. Evaluation Reports Not for use In HVHZ Zones. F 116 1 R3 AE F 116 1 1 R3 032sy nmo IS- 321?tywaotl NanHVHZ-Sion of Created by Independent Third Parry:Yes 11651.2 0.032"Aluminum Gulf Lok Min 0.032"Aluminum Gulf Lok 16"Wide Roof Panel over 15/32" Nyvmod Limits of Use Installation Instructions '. Approved for use In HVHZ: No Approved for use outside HVHZ:Yes 51g0ed,pdf Impact Reslstanto N/A Verfled By: Dan Kuhn,P.E. 75519 Design Pressure:+N/A/-116.OPSF Created by Independent Third Party:Yes Other:-52.5 psf @ 5 3/16"O.C.fastener spacing.-116.0 psf Evaluation Reports O 5 3/16"o.c.fastener spacing.Install per manufacturers detains. Not for use In HVHZ Zones. 32Pm D2d Uta VHZ-sgned.od! Created by Independent Third Parry:Yes 11651.3 1"24ga.Gulf Snap 1"Gulf Snap 24 Ga. 17"wide Roof Panel over 15/32"Plymod Limks of Use Installation Instructions Approved for use In HVHZ:Yes FL11651 R1 If FL11691 I R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes wdei,gd1 Impact Resistant:N/A Verified By: Dan Kuhn,P.E. 75519 Design Pressure:+N/A/--131.OP5 Created by Independent Third!Party:Yes Oil-67.3 psf O 24"o.c.clip spacing.-131 pd®6"o.c. Evaluation Reports clip spacing.Install per manufacturers details. For use In HVHZ Zones. 32Elywood HVHZ-signetl.otlf Created by Independent Third Party:Yes 11651.4 1"24ga.Vanni V Vers Loc 24ga 16.5"Wide Roof Panel over 15/32"Nyvmptl Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 11 FL11651 4 R3 Mctdl Roof Panel Detall- Approved for use outside HVHZ:Yes 51g0ed.211L Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-138.SPSF Created!by Independent Third Party:Yes Other: -71 psf 0 24"o.c.clip spacing.-138.5 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturers details. For use in HVHZ Zones. 32P1vwnatl HVI-2-signalLptif Created by Independent Third Party:Yes 11651.5 1"Versaloc.032"Aluminum I"Versalboc min.032"Aluminum over 15/32"Nyw00d Limits of Use Installation Instructions Approved for use In HVHZ:Yes Derail- Approved for use outside HVHZ:Yes Wned otlf Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure:+N/A/-101.OPSF Created by Independent Third Party:Yes Other:-63.3 psf It 24"o.c.clip spacing. -101.0 psf is 6"o.c. Evaluation Reports haps://www.floridabuilding.org/pr/pr_appddms ?pa wGEVXQwtDgsQFc5K%2 ZeC5Hgw99R5wgd90EegvkzBL Slfw %3d%3d 2/5 10/19/2018 Florida Building Cade Online clip spacing.Install per manufacturers details.For use In HVHZ r FL1165J R3 AE FL11651 5 R3 lip 032Va,LOCSR 16 IS- Zones 32gywoodHVHZ-sl0nsd.odf r Created by Independent Third Party:Yes 11651.6 1.5"24ga.Gulf Snap 1.5'Gulf Snap 24ga. 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLl16S1 Pill 11 FL11651 6 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes Signed Mf Impact Resistant N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-II6.OPSF Created by Independent ThIM Parry:Yes Omer•.-86.0 pad @ 24"o.c.clip spacing.-108.5 psf @ 12"o.c. Evaluation Reports clip spacing.-116.0 Par @ 6"o.c.clip spacing.Install per IS- manufacturers detals. For use In HVHZ Zones. 32Pdywond HVHZ-si91sid allf Created by Independent ThIM Parry:Yes 11651.7 1.5' 24ga.VemaLoc 1.5'VersaLoc min 24ga. 16"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL11651 R3 H F - Approved for use outside HVHZ:Yes 51gn2i Impact Resistant:N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure:+N/A/-123.SPSF Created by Independent Third Party:Yes Other:-59.75 psf @ 24"o.c.clip spacing.-123.5 psi @ 12" Evaluation Reports o.c,clip spacing.Install per manufacturers details. For use in HVHZ Zones. ]jeiywood HVHZ-=_tined odf Created by Independent Third Party:Yes 11651.8 2"24ga, MegaLoc Min 24 Ga. 2" Megaloc 18"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 R3 11 FL11691 H R3 Metal Roof Panel Detail- Approved far use Outside HVHZ:Yes si9U61pgf Impact Resistant:N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure:+N/A/-108.5PSF Crested by Independent Third Party:Yes Other:-71.0 psf @ 24"o.c.clip spacing.-108.5 paf @ 12"o.c. Evaluation Reports clip spacing.Install per manufacturers detalls. Not for use In FI 116SI R3 AE Fi 11651 8 R3 24VersaLoc 18 15- HVHZ Zones. }$Plywood N,,HVHZ-- ned poll Created by Independent Third Party:Yes 11651.9 24 Ga.Gulf Lok Min 24 Ga.Gulf Lok 16"Wide over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No - Approved for use outside HVHZ:Yes 5Wn,d.bdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E. 75519 Design Pressure: +N/A/-96.7PSF Created by Independent Third!Party:Yes Other: -81.75 psf @ 10-1/4"O.C.fastener spacing.-96.76 psf Evaluation Reports @ 5-1/8"ox.fastener spacing. -121.75 psf @ 5-1/8"fastener FI 11651 R3 BE FL115 1 9 R'+ 24GulfLok 16 15- spacing. -161 par In 5-1/8"fastener spacing.Install per UKywood RHVHZ-i grdd pdj manufacturers details. Not for use In HVHZ Zones. Created by Independent Third Party:Yes 11651.10 24 Ga.Gulf Seam Min 24 Ga.Gulf Seam 16"Wide Roof Panel over Ix4 Wood Pull Over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 11 FL11651 10 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes kigned.gdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-93.5PSF Created by Independent ThIM Party:Yes Other: -93.5 psi @ 18"o.c.Install Per manufacturers delialls. Evaluation Reports Not for use In HVHZ Zones. FL11651 R3 Ad FL11651 10 RI 24C..Mon, 16 1,4 IS- 22UYmqad-ft2aftYd"gfing,p9f Created by Independent Third Party:Yes 11651.11 24 Ga.Gulf Seam Min 24 Ga.Gulf Seam, 1 3/4"Snap Lock, 18'Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No F111651 R3 T1 FL11651 11 A3 Metal Roof Panel Approved for use outside HVHZ:Yes sureepd_f Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-108.SPSF Created by Independent Third Party:Yes Other: -69.25 psf IS 24"O.C.clip spacing.-108.5 psf @ 12" Evaluation Report, o.c.clip spacing.Install per manufacturers details. Not for use FL116SI R3 AE FL11GS1 11 R3 24GuIfSeam IS IS- InHVHZ Zones. 32p1vwoatl NonHV� Created by Independent Third Party:Yes 11651.12 26 Ga. SV Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32"Plywood Limits Of Use Inatallatlon Inrtructlons Approved for use In HVHZ:Yes hrtps://www.floridabuilding.oq/pr/pr�pp dt1.aspx?parem=wGEVXQwd),sQFc5K%2t Tr SHSwW9 wgd90E,ykzBZA STfwM%3d%3d 3/5 FLORIDA • , GulfCo°st 14 SUPPLY 6 MANUFACTURING TM• 24 GA. GUUFLOK - 16" WIDE ROOFOVER • • • *PA Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 24 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.9 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, U.C. 14429 SW 2nd Place, Suite G30 ,`pPN;cE '.K(ij�;•, Newberry, FL 32669 SF' *f N0. 75519 Engineer Evaluator: * Dan Kuhn, P.E. #755199'. STATE OF '¢-Z Florida Evaluation ANE ID: 10743 :�T•. . 0 ;toss OO R I O NG`��: NAL £ ValldatOC � "' " 1G!GS X201= Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FLO 11651.9 R3•OCTOBER 5,2017 FLORIDA . . Gulf oast SUPPLY & MANUFACTURING TM LOK 24 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokT-,TA" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum'%" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 24 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0235" Minimum Width: 16" Coverage Maximum Female Rib: 'A" Tall Male Rib: 3A" 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)1110-12x1" 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%" 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 Maximum Design Pressures 81.75 psf 96.75 psf -121.75 psf -161 psf Sealant No No Yes No -Design Pressure includes a Safety Factor=2.0. FLN 11651.9 R3•OCTOBER 5,2017 PRODUCT • . . . • . Gulfwast SUPPLY ® MANUFACTURING LOK TIM 24 GA. GULF 16" WIDE ROOF PANEL OVER • • t Code 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 61G20-3. 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 11897-98 Uplift Test Force Engineering&Testing, Inc.(FBC Organization #TST-5328) Report No. 117-00891-05 Dated 062005 2. UL 580-94/1897-98 Uplift Test Force Engineering&Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0301T-10A-C, Dated 0726/2013 3. TAS 125 Architectural Testing, Inc. (FBC Organization#TST-1527) Report No. 89000.01-450-18, Dated 12/12/2012 4. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519)0 Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. 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-OCTOBER5,2017 PRODUCT EVALUA • REPORT . • . . Gulf CWgt SUPPLY 8 MANUFACTURING LOK TIM WIDE ROOF PANEL OVER • •D TM Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including 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, FLN 11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION • ' Gulf;st SUPPLY a MANUFACTURING TIM • 24 GA. GULF OK 16" WIDE 'O• & •# # O. 71 TM ENGINEER LOAD TABLE:24 Ga. GulfLokTN 16"Wide Roof Panel over 15/32" Plywood 120 130 1 140 1 150 1 160 1 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32') ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE (1)#10-12x1' PLYWOOD I ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY 1.)PANEL DESCRIPTION:GULFLOKTv, MIN.24 GA,7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:(1)#10-12X1" PANCAKE TYPE A, %" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:81.75 PSF AT 1044" O.C.ASSEMBLY A. 96.75 PSF AT 5%"O.C.ASSEMBLY B, -121.75 PSF AT 5W O.C.WITH SEALANT ASSEMBLY C,-161 PSF AT 5%'O.C.WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING. 4.)PLYWOOD DECKING: MIN. %"THICK,APA RATED PLYWOOD,GRADE C-D. MUST BE DESIGNED IN 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 CODE 2017. pM2 NIP WOE _ Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be •� - - - - -- --- -- -- �a less than either 4%of the minimum width of the building or 3 feet. �� RIDGE iii ASSEMBLYA/B 16"COVERAGE --—�( ZONE ------------- fME SPAING:3EE UPLIFT TABLE ZDNE2 GaNFNDDF ASSEMBLY e 1/4•S/t Ir OVMETER BEA0OFIREBOND SFAIANr I I NNIGF (lry LING, 1 EUPLI UPLIFT TABLE SPACING:SEE URIFTTA&E ASSEMBLY D WlCLIP aRlE1 GuI4ck' CUP 24 GA "�-ZDNE3 r' FAVF SPACING:SEE UPLIFT TABLE FL#11651.9 R3•OCTOBER 5,2017 PRODUCT OFFICE COPY SCIS Home Log In User Registration Hot Topics Submit Surcharge SUM&Facts Publications F dbprdp r � :IrtProduct Approval USER: Public User product ARnroval Menu > Product or Apolicat on Search > ARntication List > Application Detail FL # FL14317-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Boral Roofing J MonierLifetile Address/Phone/Email 7575 Irvine Center Drive Suite 100 Irvine, CA 92618 (602) 269-2288 Ext 8320 thomas.jemmett@boral.com Authorized Signature Thomas Jemmett thomas.jemmett@ boral.com Technical Representative Adnan Cooper Address/Phone/Email 135 NW 20th Street Baa Raton, FL 33431 (954) 520-5461 acooPeer@minierlifetile.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Regis Professional Engineer Evaluation Report - Hardcopy Recei, Florida Engineer or Architect Name who developed the Robert J. M. Niermnen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/21/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Reo Certificate of Independence FL14317 RS COI 2015 01 C01 Me Referenced Standard and Year (of Standard) Standard ASTM D1970 FRSA/TRI (April 2012) 04-12 UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products [FL # Model, Number or Name Description [14317.1 Boral Roof Underlayments Roof underlayments for use in pre, Limits of Use Installation Instructions Approved for use in HVH2: No FL14317 R8 II 2017 10 FINAL Approved for use outside HVH2: Yes imadf Impact Resistant: N/A Verified By: Robert J. M. Nieminei Design Pressure: +N/A/-202.5 ( Created by Independent Third Par Other: 1.) The design pressure in this application Evaluation Reports j pertains to a particular underlayment system for use FL14317 R8 AE 2017 10 FINAL under foam-on the systems. Refer to ER Section 5.6.2 for R&PAt I all such systems and max design pressures. 2.) Refer to 1 Created by Independent Third Par ER Section 5 for Limits of Use. Contact Ua :: 2601 Starr Stone Road,Tallahassee FL 32399 Phone: 950-41 The State of Florida is an AA/EEO employer.CRRyrl9hit 20117-2013 State f Florida, :: PHVaCV s[a�me�t :: & Under Florida law, email addresses are public records. If you do not want your e-mail address released in resp( electronic mall to this entity. Instead, contact the office by phone or by traditional mail.If you have any puestior Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. r address if they have one. The emails provided may be used for official communication with the licensee. Howev< not wish to supply a personal address, please provide the Department with an email address which can be mao are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: rn ® KH EMRIOR RESEARCH B DESIGN,U.C. Certi/ftate cfA thorixotion#9503 TRINITY Ego 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Boni Rooffng Evaluation Report M35710.12.104t9 7575 Irvine Center Drive,Suite 100 FL34317-R8 Irvine,CA.92618 Date of issuance:32/21/2010 (602)269-2288 Revision 9:10/1412017 SCOPE: This Evaluation Report is issued under Rule 616203 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6d' Edition (2017) Florida Building Code sections noted herein. DE1cRtimc,N: Boni Roof Underlayments tAatuNO: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONnnuED CoaRPEwna: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTts[atExr: The Evaluation Report number preceded by the words 'Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. InsPErnoa:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 7. Prepared by: �3t,♦ S . Robert J.M.Nieminen,P.E. '`„+.tib.:�ut T m<r«x:Kl<nn<e.�r�aw«ammrv<awaoe<n Florido Reyisbotion No.59166,Fronde DC%ANE1983 +"" <u,m�<*,V.E.<n ton4ID1'/.rXm ea..car..,..•,.+ <IKhon4 W y slpXtl Oxumeitt. 1. Trinity]ai does nor h 1. Trinity]Ego does not have, nor does It Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l DID is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does rat have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen,P.E.does net have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. nus is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E.are,in anyway,the Designer of Record for any project on which tris Evaluation Report or previous versions thereof,is/was used for permRting or design guidance unless retained specifically for that purpose. TRINITY ER ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Boral Roof Undertayments,as marketed by Boral Roofing,have demonstrated compliance with the following sections of the 5'Edition )2017)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Prom Standard Year 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,71507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Phydcal Properties FRSA/TRI April 2012104-12) 2012 3. REFERENCES: Entity, Eurnination Reference RM END(TST 6049) Physical Properties M36790.07.11 09/30/2011 END(TST 6049) Physical Properties 840380.08.12 08/28/2012 ERD(TST 6049) Tensile Adhesion)LTA [41420.09.12-2 09/11/2012 ERD(EST 6049) Adhesion 641940.09.12 09/13/2012 ERD(IST 6049) Tensile Adhesion LTA 847390.07.144 07/31/2014 ERD(TST 6049) Tensile Adhesion LTA 847390.09.14 09/04/2014 PRI(TST 5878) ASTM 01970 NEI-031-02-02:REV 30/27/2010 PRIEST 5878) ASTM 01970 NEI.029-0 -OIAEV 12/03/2010 Put nST 5878) Temil¢Adhesion/LTA NEI-046@-0IREV 12/17¢010 PRIEST 5878) FRSA/TRI April 2012 NEI-076-02-01 02/14/2011 PRIEST 5878) ASTM D1970 NEI-034-024)2 01/29/2013 PRI(TST 5878) Wind Uplift BORR-001-02-01 03/17/2015 PRIOST 5878) Wind Uplift BORR-005-02-M 06/24/2015 UL.ULC(QUA 9625) Quality Assurance Servk:e CorrfimaUon Evp.OSV21/2020 4. PRODUCT DESCRIPTION: 4.1 Seff-Adhering Underlavments: 4.1.1 Boral TIIeSeal•Se is a nominal SO-mil thick,polyester-surfaced,self-adhering SBS modified bitumen roof underlayment;meets ASTM 01970. 4.1.2 Boral THeSeal-w is a nominal 60-mll thick, polyester-surfaced, self-adhering SBS modified bitumen roof underlayment meets ASTM D1970 and FRSA/TRI 04-12. 4.1.3 GatorSeale is a nominal 55-mil thick,granular-surfaced,fiberglass reinforced, self-adhering SBS modified bitumen roof underlayment;meets ASTM D3970. 4.1.4 Citadel' Plus is a nominal 48-mil thick, fabric-surfaced, fiberglass reinforced, self-adhering SBS modified bitumen roofing underlayment for use as a base4ayer in two-ply underlayment systems; meets ASTM 01970. 5. 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. Exterior Reeearth and Desil,LLC E.NuaOn R4Port M15710.1 1"q 0a0k c2AN6wa M43 6' EDITION(2017)FBC NON HVHI EVALUAOON FL14317-Ra BarM Pouf UndedeymMs:(602)269-2288 ReMdon 9:10/14/2017 Pap 2 of 7 TRINITY ERC) 5.3 Fire Classification is not part of this laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Boni Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FRC 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 pertains to use of each listed underlayment by-itself beneath the stated roofcovers. Refer to the installation instructions and Table 2 for two-ply underlayment options. TABU 1: Roar Coven OP3WN.5 Underiaymem ApheRNeil-On Tile �Ned�xt Metal W�Stak Slate Shingles Tile &shingles Bora)Tile5ea156"' Yes No No Yes Yes Yes yis sora)Tildear Yes Yes (See 5.5.1) Yes Yes Yes Gators" Yes No ,Nq No Yes Yes 5.5.1 "Adhesive-set Tile'is limited to use of following Approved tile adhesives/underlayment combinations. TAME Ift ADOwAM2 TRE ApEESIVE/UMIERIAY COMMNAyl ' Adhesive Flodda Product Approval Undedayments DAP Foam Twch'n Seal StormaOnd Roof The Adhesive FL245M Buril TileSeal"` Dow TILE BOND-Roof Tile Adhesive FL22525 Soral TileSeal" ICP Adhesives Polyset•AH460 FL6332 Boral TileSeal"` ICP Adhesives PolyseN RTA-1 FW276 Boral Tle5eal"r 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Citadel Plus,Boral TileSeal 50"r,Boral TileSeal"t or GatorSeal: ➢ Plywood(unprimed or primed with ASTM D41 primer). goral TleSeal"': ➢ OSB primed with ASTM 041 primer. Note: Refer to Section 5.6.4 for uplift limitations associated with direct-deck underloyment installations where the overlying roof cover B adhesive-set the roofing 5.6.2 Bond to Base Laver Undedavment: Citadel Plus,Boral TileSi al 50",Boral TileSeal"'or GatorSeal: ➢ ASTM D226,Type II felt;Citadel Plus. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum coded requirements. For installations under adhesive-set the systems, base layer shall be attached per minimum requirements of FASA/TRI April 2012(0412),Appendix A,Table 1,or as listed in Section 5.6.4 herein,or as tested in accordance with FBC 1501.3.1. 'Refer to Pk Manufacturees or Adhesiye Manufacturer's Florida PraductAPP/oval for Overturn Ma Moment Resistance Perfarmonce. [ umir Raemch arb Design,U.C. Evaluation Report M35710.U.10-R9 (etl%oArOAyIMrOvame 3 6'EDMON(2017)FEE NON-H"2 EVALUATION FL14317 RR Earn Rost UMrdawranu IMI71a-3 ResWon 9:10/14/1017 PM3W7 TRINITY ERD 5.6.3 Bond to Other Substrate Types Citadel Plus,Boral TileSeal 50"r,floral TileSeal'or Gatnrseal: ASTM D41 primed metal(e.g,flashing metal,valley metal,etc). Boral TileSealw: ➢ Huber Zip Deck(unprimed or primed with ASTM D41 primer);Dens Deck Prime. Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. 5.6.4 Wind Resistance for Underlayment Systems in Adhesive-set Tile Applications, FRSAMI April 2012(0412) does not address wind uplift resistance of all underlayment systems beneath adhesive-set the systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI Aprg 2012(0412)and are used in adhesive-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 FBC 1504.9 has already been applied). Refer to FRSA/TRI AprN 2012(0412),Appendix A,Table 1A or FBC 1609 for determination of design wind loads #1 Maximum Desian Pressure -105Inst: Deck: Min. 15/32+nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Rase Ply: (Optional)Citadel Plus,self-adhered Undedayment Boral TleSeal'' seR-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x lh"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-Inch o.c. #2 Maximum Degan Pressure=-120.0 IS Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM Dol to the plywood deck Base Ply: Citadel Plus,self-adhered Cap Sheet: Boral 1-ileSealN1,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x Ile"ring shank nails through 32 ga.,1-5/9"diameter tin caps spaced 12-inch ox. #3 Maximum Design Pressore=-202S psh Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM D41 Wthe plywood deck Base Ply: None Cap Sheet: Boral TileSeal"',seRadhered, and back-nailed within the selvedge-edge side laps using 12 Be.x 1M'ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-120.0 psf Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM Dol to the concrete deck Base Ply: (Optional)Citadel Plus,self-adhered Cap Sheet: Boral TileSe il"',self-adhered 5.6.4.1 Note: For adhesive-set tile systems, if there is a base pet or mid-ply of Citadel Plus in the system, the project design pressure requirements may net exceed-120 psf. Exterior Netearth arM oesign,LLC. Evaluedon Report M39130.121aP9 ¢rt4kate Mxw,mmrae Nwa Epma0l 120111 FBC NUN-NVNI EVALUAT10N FUS311-118 Garel amt UnA.1armenb;1802)289134 geNsbn 9:10/1412011 PWAotl TRINITY ERD 5.7 E-MUM Limitations: GatorSeal shall not be left exposed for longer than 30-days after Installation, prior to placement of final roof cover. Boral TileSeal SO"r and Boni Tile5eal"` shall not be left exposed for longer than 180-days after installation,prior to placement of final roof cover. Chadei Mus,for use as a base-layer In a two-ply underlayment system,shall not be left exposed for longer than 180-days after installation,prior to placement of subsequent underlayment layer. 5.8 Tile Shome tl kation fFRSA/TRI April 2012 10 4-1211 When loading roof tiles on the underlayment in direct-deck the assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TAsus 2:TIM SUPP"E UmffATIONS FOR DIRECT-DECK TIM INSTADATKLS Untlerlaymeld Tile Profile Stagging Method Maximum Slope Flat Max.10-file stack 6:12 BOraI TiMSeal"` tugged Max.10-tile stack 6:12 6. D2STADATION: 6.1 Boral Roof Underlayments shall be installed in accordance with Bora) hoofing published installation instructions subject to the Umitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Install self-adhering underlayment when ambient and surface temperatures are minimum 40'F and rising. 6A Citadel Mus: 6A.1 Citadel Pius is limited to use as a base or mid-layer in multi-ply underlayment systems beneath Boral Tile5eal 50"r,Boral Tile5eal"r or GatorSeal. 6.4.2 Slope limitations are those associated with the top-layer underlayment. 6.4.3 Direct to Deck: Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge,extending over by Ss-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the top edge of the sheet to the deck with roofing nails,nails&tin-tags or 1-inch diameter plastic or steel cap nails spaced 24Anch o.c. for slopes below 7:12 and 12-Inch o.c. for slopes 7:12 and greater. Overlap successive courses minimum 2 inches(horizontal lap) and minimum 4" end(vertical)laps. Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TIIeSeal 50"', Boral Tile5eal`r or GatorSeal. 6.4.4 To Base Sheet: Install base sheet of ASTM D226,Type 11 felt in accordance with Code requirements or Install base ply of Citadel Plus in accordance with Rural Roofing published installation instructions and Section 6.4.3 and when used as part of a multi-ply system. Install optional Citadel Plus as a mid-ply in accordance with Boral Roofing published installation instructions and Section 6.4.3. Install final underlayment layer atop Citadel Plus per'direct-to-deck' instructions for Boral Tile5eal 50"`, Boral Tile5eal"r or GatorSeal. Exserior Research mit Design,LLL. EValuatbn Report M35710.12.2OA9 cw'rk hpjAugMuGn eX43 6"'EDITION 120171 FRC NON-NVN2 EVALUATION FL14317-118 BOM Roof UrA.Wounl F;tao2)20-2 ReWsbn 9:10)14/2912 Page S of 2 TRINITY ERD Note: For adhesive-set the systems, if there is a base ply or mid-ply of Citadel Plus in the system, the project design pressure requirements may not exceed-120 psf. 6.5 Boni TBeseal W .. 6.5.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1S07.1.1 for the type of prepared roof covering to be installed. 6.5.2 Do not use BoraI TileSeal Se on roof pitches less than 2:12. 6.5.3 Non-Tile Applications.Direct to Deck: Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge,extending over by R-inch.Fold the membrane away from the edge onto itself. Remove the release sheet.Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the black selvedge edge to the deck with roofing nails,nails&tin-tags or f- inch diameter plastic or steel cap nails spaced 24-inch o.c.for slopes below 7:12 and 12-Inch o.c.for slopes 7:12 and greater. Overlap successive courses the width of the blackaelvedge area,minimum 3-inch. Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. 6.5.4 Non-Tile Applications.to Base Sheet: Install ASTM 0226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. Install Boral TileSeal 50"r in accordance over ASTM D226, Type II felt or Citadel Plus with Rural Roofing published installation instructions and Section 6.5.3,except end(vertical)laps,described below. Apply SBS Mastic under all end (vertical) laps or any other laps where the self-adhering bituminous underside is in contact with the fabric top surface,rolling the interface into place with a weighted roller. 6.6 GaturSeal: 6.6.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.6.2 Do not use GatorSe it on roof pitches less than 2:12. 6.6.3 Non-Tile applications.Direct to Deck: Cut the membrane into manageable lengths,typically 30 to 12 ft.Align the membrane parallel to the roof edge, extending over by 54-inch.Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the black selvedge edge to the deck with roofing nails,nails&tin-tags or f- inch diameter plastic or steel cap nails spaced 24-inch o.c.for slopes below 7:12 and 12-inch o.c.for slopes 7:12 and greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch. Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self- adhering bituminous underside is in contact with the granular or mineral top surface,rolling the interface into place with a weighted roller, or using the Inverted Sheet Seam detailed in coral Roofing published installation instructions. 6.6.4 Non-Tile Applications,to Base Sheet: Install ASTM D226,Type 11 felt in accordance with Code requirements or Install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. Install GatorSeal over ASTM D226,Type II felt or Citadel Plus in accordance with coral Roofing published installation instructions and Section 6.6.3 except end(vertical)laps,described below. Apply SBS Mastic under all side (vertical) laps or any other laps where the self-adhering bituminous underside is in contact with the granular top surface,rolling the interface into place with a weighted roller. Exterior aereartM1 an4 Design,Hit. Evaluation Rapid 0,135710.12.10.119 fn(ak0fe yAulAwlmtlm bf03 6`"EDITION(2017)Far NON-HVHZ EVALUATION 4L34317-118 B0ral Roof Urlderlrymenta;Jazz?269-2288 aevIsbn 9:10/14/2017 Pap6e7 TRINITY ERa 6.7 BanlitLs4W."F: 6.7.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.7.2 Do not use Boral TileSeal"T on roof pitches less than 2:12. 6.7.3 Non-rile Applications,Direct tDeck: For 058 substrate,prime with ASTM D41 primer and allow to dry prior to installation. Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck pressing firmly into place. Roll into place with a weighted roller. Borst recommends fastening of the black selvedge edge to the deck with roofing nails,nails&tin-tags or f- inch diameter plastic or Steel cap nails spaced 24-inch o.c.for slopes below 7:12 and 12-inch ox,for slopes 7:12 and greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch. Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Borst Roofing published installation instructions. 6.7.4 Non-rile Applications to Base Sheet: Install ASTM D226,Type it felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Seaton 6.4. Install Boral TIIeSeal "r over ASTM D226, Type it felt or Citadel Mus in accordance with Boral Roofing published installation Instructions and Seaton 6.7.3,except end(vertical)laps,described below. Apply SBS Mastic under all end (vertical) laps or any other taps where the self-adhering bituminous underside is in contact with the fabric top surface,rolling the interface into place with a weighted roller. 6.7.5 Tile Applications: Reference is made to FRSAJTRI April 2012 (04-12) Installation Manual and Table i herein, using the instructions noted above as a guideline. For mechanically fastened the roofing over 2-ply system, consisting of Base Sheet and self-adhering top sheet(s),Base Sheet fastening shall be nM less than FRSA/71I1 April 2012(04-12),Table 1. For adhodxa set the applications,refer to Section 5.6A herein. Note: For adhesive-sec tile systems, if there is a base ply or mid-ply at Citadel Mus in the system, the project design pressure requirements may not exceed-120 psf. Refer to Section 5.8 for the staging limitations. Battens must be used for all the installations atop Boral TileSeal "T with roof pitches of 2X to less than 3:12. floral Roofing's Elevated Batten System or counter battens are required. 7. BUILDING PERMIT REQUJREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Brentwood,NH 9. QtLWEy ASSURANCE ENTTfy: U4LLC.—QUA9625;(631)546-2458; K hLAgra -D kan'a2UlcOm -END OF EVALUATION REPORT- Ertetror Heseu[x a'u Desi9n.ltc Ewlvanon Report MM710.R.10A9 h,tlfiragoJ.Wgwlmawa%03 6"EDITION(M7)Far NON-HV"Z EVALUATION 'U4317-RS ,xv,Root Uaxkxkymenb;(60ZI 269-2289 Revision 9:10714/2017 Pep?W] Doc g 2019063231, OR BR 18725 Page 2294, Ntmibec Pages: 2, Racox'tlarl 03/21/2019 03:55 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DWAL C0i1NT7f RECORDING $18.50 Prepared by and return to: Brent R.Newton,Fquhe Newton&Newton,PA. 10192 San Jose Blvd. JacksanvlEq FL 32259 Pile No.184927 permit Number: Tax Folio Number: State of: Florida County of: Duval NOTICE OF COMMENCEMENT The umdeaignd hereby gives maria that improvement will be made to certain real property,and,in accordance with Chapter 713,Florida Shows,(revised 10-1-%),the following muffs motion is provided in this Notice ofCommenccment I. Desen cion of Property: Lot 23,Atlantic Bach Country Club Unit 2, according to plat thereof as,recorded in Plat Book 67,Pages 132 through 137, of the public records of Duval County,Florida. Shat Address:526 Atlantic Bach CL,Ashntic Batch,M 32233 2. Generel Desenpfiomoflmprovemats: Construction mfsingle family dwelling 3. Owns hd'ormation: a. Name and Address: Albert E.Rucerm e,Jr.and Susan B.Rummana 13051 Highland Glan Way Jacksonville,FL 32224 b. inures[in property: Fa Simple C. Names and address of fee simple title bukka(if other than owner): 4. a. Connector Riverside Homes of North Flonda,is . 12276 San Jae Blvd,Suite 120 Jacksonville,Flonda 32223 b. Contractor.phone menta: 900.503-7055 Fax number: 5. Surety: a.None ad address: b.Phone number. c.Amount inflated: 6. a. Lends: b. Lender's phoce oumber. 7. a. Persons within the State ofirlonda daigmed by Owner upon whom notices or other documents may be wand as provided by Soon.713.13(1)(a)(7).Florida Statute. b. Phone numbers of designated persons: S. In idd0me m himself,Owner designates to receive a copy,ofthe Lunacies Notice as provided he Section 713.13(1)(6),Florida Stedman. b. Phone number ofpemon or entity deignated by Owner. 9. Explosion data of Notice of Commencemat(the expiration debt is l your from date ofrecording unless different date is specifid):