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755 Redfin Dr ROOF20-0003 Metal r1 -1- -.i\ ,irjsROOF NON SHINGLE PERMIT PERMIT NUMBER ROOF20-0003 }9'e CITY ATLANTIC BEACHISSUED: 1/28/2020 80000 SEMINOLE ROAD EXPIRES: 7/26/2020 ‘`01; ATLANTIC BEACH. FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA 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: 755 REDFIN DR ROOF NON SHINGLE METAL ROOF $19995.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171280 0000 ROYAL PALMS UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: TOP GUN ROOFING, INC. 5570 FLORIDA MINING BLVD JACKSONVILLE FL 32257 OWNER: ADDRESS: CITY: STATE: ZIP: ROGERS JENNIE 755 REDFIN DR ATLANTIC BEACH FL 32233-3901 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. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $150.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $75.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.38 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.25 TOTAL: $230.63 Issued Date: 1/28/2020 1 of 2 ''j'y''\'r, ROOF NON SHINGLE PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ROOF20-0003 t 'i 800 SEMINOLE ROAD ISSUED: 1/28/2020 alti'i ATLANTIC BEACH. FL 32233 EXPIRES: 7/26/2020 Issued Date: 1/28/2020 2 of 2 o tAN-,:4., City of Atlantic Beach APPLICATION NUMBER �sA Building Department (To be assigned by the Building Department.) 800 Seminole Road 00 =- OC 3 Atlantic Beach, Florida 32233-5445 `J �J�J Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: I 2_,C0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM �` TE v Df� v DepartmentY review required e - No Property Address: J 11th�1 i k� �" _ ,/ 11 ( uildi Applicant: I OP IOo F t kTh Cti Planning &Zoning Tree Administrator I Project: N\ L R o U p- Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army 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: ,/� oc_ :UILDI G (/ PLANNING &ZONING Reviewed by: / h Date: / ""/ 7 -a-C) TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. I 'Denied. ' 'Not applicable Comments: Reviewed by: _ Date: Revised 05/19/2017 s -'-> Building Permit ApplicationOFFICE COPYUpdated10/9/18 * : City of Atlantic Beach Building Department **ALL INFORMATION . ` ..3 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY EJf1»'' IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 171280-0000 L-5_`^-; R -e,....1. 7,--:( 0Permit Number: Rco Z f- J-` C.300 Legal Description 30.9417-2S.-29.E ROYAL PALMS UNIT 2 LOT 7 BLK 8 RE# 171280-0000 Valuation of Work(Replacement Cost)$:;18995:.. Heated/Cooled SF Non-Heated/Cooled • Class of Work: ONew [Addition ❑Alteration XJRepair ❑Move ❑Demo OPool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial AtResidential • If an existing structure,is a fire sprinkler system installed?. rlYes .lo • Will tree(s)be removed in association with proposed oroiect?❑Yes(must submit separate Tree Removal Permit) Orf o j cz Describe in detail the type of work to be performed: LI RE-ROOF - SHINGLE TO METAL(17 SQ/2:12 PITCH) 7. c%'' Florida Product Approval# FL116S1.9 METAL&FL14317.1 UNDERLAYMiMENT for multiple products use product appri lir O ---, �, Property Owner Information , W — 0 iiiName JENNIE ROGERS _ Address 755 REDFIN DRIVE 0 c1 n O Q City ATLANTIC BFACH State Fl , Zip 32233 Phone (904) AR9-3131 0 O a o 0 LLI E-Mail 17... 1 Z Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) 0 < Contractor Information F.., w Z Name of Company TOP GUN ROOFING SNC. Qualifying Agent MATT iz fill.CLEOD CC O Q w Address 5570 FLORIDA,MINING BLVD SOUTH#501 City JAX State FL Zip 32257 LL W EG 2 Ocuw Office Phone 904.342.0211 Job Site Contact Number 904-509-2595 a r, CC m State Certification/Registration# CCC058178 E-Mail OFFICE@TOFiCtiiiireetiNIINET';. C u 5 w Architect Name&Phone# W 3 to w Engineer's Name&Phone# 9 IX W B.a,® u Workers Compensation Insurer:F���� � �, OR Exempt n Expiration Date 12/31/20 LA w cc Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal latl'tih 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 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, OWNER'S AFFIDAVIT.i certify that all the foregoing information is accurate anti that ail work will be done in toinpiiance with all a.plicable laws regulating construction and zoning. S2,a . ' RNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENEi4MENT MAY ni 1."' ' ULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOU PROPERTY. IF YOU INTEND Na =.I OBTAIN FINANCING, CONSULT WITH YOUR LENBER.OR ATTd NEY BOFORE a : ORDING YO R NOTICE OF COMMENCEMENT ! ' _ 1 `' t (Signat 'of Owner or Agent) ,r (Signature of Contractor) o„`,�' O T w ::e;%:"o;;.:1 :ned and sworn to(or affirmed)before me this\' day of Si neg d and sworn to(or affirmed)before me this day of E i ` t Z 'At. .4._ . '-o by 2x-sr\' . .• {�,2-V12.-0 ,py OA P--4 P MC l n :�C- P. Q E °� zr- (Signature of o ary) Ignature of Notary) • �`g `�,( f'... ........§. - -12.....-..ftlasm ..---- 0 ' oc [ 1 Personally Known OR 'r Personally Known OR '..N:o (n4troduced Identification [ ]Produced Identification ne-gi Type of Identification: �L- �l-" Type of Identification: /////// __ 1\ VI 1-IVC lrVl'1 1r ..: .2 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 75S RFfFIN I1RIVF ATLANTIIC RFACI-, Fl 39933 Permit#: 'OO P-c9 0 -O®O,.S *Owner/Project Name: JENNIE ROGERS As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding 3.Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding 2. Soffits 3. EIFS OFFICE COPY 4.Storefronts 5. Curtain walls 6.Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments E3ORAL PEEL & STICK FL14317.1 3. Roofing fasteners 4. Nonstructural metal GULP COAST SUPPLY 24 GA FL11651.9 �v roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. OFFICE COPY OFFICE [[ MATT P MC LEOD *Contractor Name (Print Name): *Contractor Signature: w 'r L/ *Company Name: TOP GUN ROOFING, INC 5570 FLORIDA MINING BLVD SOUTH #501 *Mailing Address: JACKSONVILLEFL 32257w *City: *State: *Zip Code: *Telephone Number: 904-342-0211 *E-mail Address: OFFICE@TOPGUNROOFING.NET Cell Phone Number: 904-509-2595 Fax Number: 904-379-7059 Page 4 of 4 Updated 10/17/18 10/19/2018 Florida Building Code Online FLQn,DA DEPARTMENT kF OFFICE COPY Business & Professional Regulation V V SCIS HomeLog In I User Registration Hot Topics I Submit Surcharge Stats&Facts Publications I Contact Us I BCIS Site Map I Links I Search 1 er) • Product Approval )l dis5aii;)r USER:Public User Product Approval Menu>Product or Application Search>Application List>Ap.li .i.n i .ry.>Application Detail P OFFICE.OF THE FL# FL11651-R3 SECRETARY Application Type Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-0778 info@gulfcoastsupply.com Authorized Signature Eng David info@gulfcoastsupply.com Technical Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 info@gulfcoastsupply.com Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 david.eng@gulfcoastsupply.com Category Roofing Subcategory Metal Roofing 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 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 FL11651 R3 COI Cert of Independence 2017-10-09.p1 Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 https://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=wG EV XQwtDgsQFc5K%2fTrZeCSHgw99R Swgrf9OEegvkzBZ4c W kSTfwnA%3d%3d 1/5 10/19/2018 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option 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 CP 0 0 Page 1/ 2 0 0 FL# Model,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 FL11651 1 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF 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. FL11651 R3 AE FL11651 1 R3 0325vCrimp 15- 32Plywood NonHVHZ-signed.p Created by Independent Third Party: Yes 11651.2 0.032"Aluminum Gulf Lok Min 0.032"Aluminum Gulf Lok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 2 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes jgned.p f Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.0PSF Created by Independent Third Party: Yes Other: -52.5 psf @ 5 3/16"o.c.fastener spacing. -116.0 psf Evaluation Reports @ 5 3/16"o.c.fastener spacing. Install per manufacturers FL11651 R3 AE FL11651 2 R3 032GulfLok 16 15- details. Not for use in HVHZ Zones. 32Plywood NonHVHZ-signed.pdf Created by Independent Third Party: Yes 11651.3 1"24ga. Gulf Snap 1"Gulf Snap 24 Ga. 17"wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 II FL11651 3 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes stgned.pSlf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/--131.0PS Created by Independent Third Party: Yes Other: -67.3 psf @ 24"o.c. clip spacing. -131 psf @ 6"o.c. Evaluation Reports clip spacing. Install per manufacturers details. For use in HVHZ FL11651 R3 AE FL11651 3 R3 1 24GulfSnap 17 15- Zones. 32Plywood HVHZ-signed.pdf Created by Independent Third Party: Yes 11651.4 1" 24ga. VersaLoc 1"VersaLoc 24ga 16.5"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 II FL11651 4 R3 Metal Roof Panel Detail- Approved for use outside HVHZ: Yes signedp_df Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-138.5PSF Created by Independent Third Party: Yes Other: -71 psf @ 24"o.c. clip spacing. -138.5 psf @ 6"o.c. Evaluation Reports clip spacing. Install per manufacturers details. For use in HVHZ FL11651 R3 AE FL11651 4 R3 24Versaloc SR 16.5 15- Zones. 32Plywood HVHZ-signed.pdf Created by Independent Third Party: Yes 11651.5 1"VersaLoc.032"Aluminum 1"VersaLoc min .032"Aluminum over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 II FL11651 5 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes jgned.W Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-101.0PSF Created by Independent Third Party: Yes Other: -63.3 psf @ 24"o.c. clip spacing. -101.0 psf @ 6"o.c. Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 2/5 10/19/2018 Florida Building Code Online clip spacing. Install per manufacturers details. For use in HVHZ FL11651 R3 AE FL11651 5 R3 lin 032VersaLoc SR 16 15- Zones. 32Plywood HVHZ-signed..p.Or 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 FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.0PSF Created by Independent Third Party: Yes Other: -86.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12"o.c. Evaluation Reports clip spacing. -116.0 psf @ 6"o.c. clip spacing. Install per FL11651 R3 AE FL11651 6 R3 1.5 24GulfSnap 16 15- manufacturers detals. For use in HVHZ Zones. 32Plywood HVHZ-signed.pdf Created by Independent Third Party: Yes 11651.7 1.5" 24ga.VersaLoc 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 II FL11651 7 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-123.5PSF Created by Independent Third Party: Yes Other: -59.75 psf @ 24"o.c. clip spacing. -123.5 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacturers details. For use in FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 15- HVHZ Zones. 32Plywood HVHZ-signed.p 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 II FL11651 8 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sigggdpdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -71.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12"o.c. Evaluation Reports clip spacing. Install per manufacturers details. Not for use in FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15- HVHZ Zones. 32Plywood NonHVHZ-signed.01 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 FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes aigned.pdf 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"o.c.fastener spacing. -121.75 psf @ 5-1/8"fastener FL11651 R3 AE FL11651 9 R3 24GulfLok 16 15- spacing. -161 psf @ 5-1/8"fastener spacing. Install per 32Plywood NonHVHZ-signed.pdf 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 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 10 R3 Metal Roof Panel Detail- Approved for use outside HVHZ: Yes Lgned.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-93.5PSF Created by Independent Third Party: Yes Other: -93.5 psf @ 18"o.c. Install per manufacturers details. Evaluation Reports Not for use in HVHZ Zones. FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 1x4 15- 32Plywood NonHVHZ-signed.p�if Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam 1 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 FL11651 R3 II FL11651 11 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Evaluation Reports o.c.clip spacing. Install per manufacturers details. Not for use FL11651 R3 AE FL11651 11 R3 24GulfSeam 18 15- in HVHZ Zones. 32Plywood NonHVHZ-signed.pdf Created by Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail- https://www.floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsQFc5K%21TrZeCSHgw99R5wgrf90Eegv kzBZ4c WkSTfwnA%3d%3d 3/5 ".'4411111111M FLORIDA PRODUCT APPROVAL Gulf Coast SUPPLY & MANUFACTURING 10KTM 24 GA. GULFLO 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 24 Ga. GulfLokTM 16" Wide Roof Panel over 15/32" Plywood Florida Product Approval #11651.9 R3 Florida Building Code 2017 Per Rule 61G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. ,001,1#1,,, 14429 SW 2nd Place, Suite G30 ;.OPN\EL S. kG Newberry, FL 32669 �\c E NSF•2 : No. 75519 Engineer Evaluator: - �* --'s —_ Dan Kuhn, P.E. #75519 ��' STATE OF . Q Florida Evaluation ANE ID: 10743 : -c, . .� • 4,; ;yds. CpR1U • (4".s Validator: ��", NAL � G��� Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT I KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 QX. FLORIDA PRODUCT APPROVAL GulfCoast SUPPLY & MANUFACTURING OKTM 1t 24 GA. GULFL.ii 16 WIDE ROOF PANEL OVER 15/32 PLYWOOD c......, i . F ,.s Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, 7/3" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 75/32" 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: 7/8" Tall Male Rib: 3/4" 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 15/32" 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 Pressurese `, b rDPq f A e5 / ,,,,,2 j'sekiblili„ 5setnb!_ p r ) ,,,„„,./-t 'ir ,I . Maximum Design Pressures 81.75 psf 96.75 psf -121.75 psf -161 psf y,. Sealant No No Yes No *Design Pressure includes a Safety Factor=2.0. FL# 11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT 6. E.) KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SW FE 9, BOCA RAT'O .P1. 33487•: ZP'411111111111r FLORIDA PRODUCT APPROVAL GulfCoast SUPPLY & MANUFACTURING 114(80000010 TM 24 GA. GULFLOK-, 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD TM 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 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 Dated 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 #TST-1527) Report No. B9000.01-450-18, 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: 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 61G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL#11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT I KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 FLORIDA PRODUCT APPROVAL Gulf Coast SUPPLY & MANUFACTURING OKTM '-, ,, ( TitI , . GA. GUL" 4" .91IDE ROOF PANEL OVER 15/32" PLYWOOD 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. FL# 11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT I KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON. FL 33487 • FL COA t:130464 ENGINEER'S LOAD TABLE SPEC GulfCoast SUPPLY & MANUFACTURING '114; LoKTM 24 GA. GULFLOK"' 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD ENGINEER LOAD TABLE: 24 Ga. GulfLokTM 16" Wide Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height 2O'-O°; Roof Slop`: 2'712' - 12'712°' Gable Of Hip Rt.Of 4.. ... ,,, �-. .. -;... do_F_ I c�0rr1�!I � '«Os�),�� s.�tls��a#1�� l� ll, Enclosed 01111C{ICix based or Florida Building Code, 12u ! 130 i4tf 160 170 180 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 (v rYe PLYWOOD ASSLMBLY A ASSEMBLY A ASSEMBLY ASSELABLY A ASSEMBLY A L CDX ZONE 2 (1)#10-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 3__ (1)#10-12x1 P YWele(.'th ASSEMBLY A AS ¢ . ASSB i000„, i„3/1„, y4a„, 1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 24 GA, 7/8” RIB, 16” MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: (1)#10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 81.75 PSF AT 101/4" O.C. ASSEMBLY A, 96.75 PSF AT 5'/s"O.C. ASSEMBLY B, -121.75 PSF AT 51/a"O.C. WITH SEALANT ASSEMBLY C, -161 PSF AT 51/"O.C. WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &TESTING. 4.) PLYWOOD DECKING: MIN. 15/32" 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. ZONE 2 NIP ROOF a, Note:Dimension(a) is defined as 10%of the minimum width of the building or ZONE 3 40% of the mean height of the roof,whichever is smaller,however, (a)cannot be 1 ra less than either 4% of the minimum width of the building or 3 feet. ASSEMBLY A/B RIDGE s— 16"COVERAGE 1' ZONE 1 (1)#10-12 X 1"TYPE A PANCAKE SPACING:SEE UPLIFT TABLE EAVE ZONE 2 a ASSEMBLY C GABLE_R00F 1'4-5 16"DIAMETER BEAD OF TITEBOND SEALANT 1 a • RIDGE (1)#10-12 X1'TYPE A PANCAKE SPACING:SEE UPLIFT TABLE a a ASSEMBLY D W/CLIP ZONE 1 GulfLok'"CLIP 24 GA. T (1)#10-12 X 1"TYPE A PANCAKE ZONE 3 EAVE SPACING:SEE UPLIFT TABLE FL# 11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT f0KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA#30464 ��rr ICE \' gW x ,,,,i` v d i q5 Professional n'� y. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F d5Ts— Product Approval USER: Public User y Product Approval Menu > Product or Application Search > Application List > Application Detail .1- '' —� ° FL # FL14317-R8 -) Application Type r Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Bora! Roofing / 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 Adrian Cooper Address/Phone/Email 135 NW 20th Street Boca Raton, FL 33431 (954) 520-5461 acoopeer@minierlifetile.com Quality Assurance Representative Address/Phone/Email ---...„) Category Roofing J Subcategory 1Underlayme 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. Nieminen 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 Rec4 Certificate of Independence FL14317 R8 COI 2015 01 COI Nierr 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 1 Boral Roof Underlayments Roof underlayments for use in prei Limits of Use I Installation Instructions Approved for use in HVHZ: No '. FL14317 R8 II 2017 10 FINAL Approved for use outside HVHZ: Yes U.„pif Impact Resistant: N/A j Verified By: Robert 3. M. Nieminei Design Pressure: +N/A/-202.5 I Created by Independent Third Par Other: 1.) The design pressure in this application Evaluation Reports pertains to a particular underlayment system for use FL14317 R8 AE 2017 10 FINAL under foam-on tile systems. Refer to ER Section 5.6.2 for R84pdf all such systems and max design pressures. 2.) Refer to Created by Independent Third Par ER Section 5 for Limits of Use. I Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-41 The State of Florida is an AA/EEO employer. CoRyrjgbt 2007-2013 State of Florida. :: Privacy Statement :: Under Florida law, email addresses are public records. If you do not want your e-mail address released in respc electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questior 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. Howevf not wish to supply a personal address, please provide the Department with an email address which can be mad are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Bora!Roofing Evaluation Report M35710.12.10-R9 7575 Irvine Center Drive,Suite 100 FL14317-R8 Irvine,CA.92618 Date of Issuance:12/21/2010 (602)269-2288 Revision 9:10/14/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Boral Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CoNTINUED CoMvuANCE: 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. Trinity ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: 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: *...tr,..,.,;~ • Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida CCA ANE1983 ` Nieminen,P.E.on 10/14/2017.This does not serve as an electronically signed document. CERTIFICATION Of INDEPENDENCE: 1. Trinity'ERD 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 I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not 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 not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity]ERD 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Boral Roof Underlayments,as marketed by Boral Roofing, have demonstrated compliance with the following sections of the 6th 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 Property Standard Year 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Entity Examination Reference Oat& ERD(TST 6049) Physical Properties M36790.07.11 09/30/2011 ERD(TST 6049) Physical Properties 640380.08.12 08/28/2012 ERD(TST 6049) Tensile Adhesion/LTA C41420.09.12-2 09/11/2012 ERD(TST 6049) Adhesion 641940.09.12 09/13/2012 ERD(TST 6049) Tensile Adhesion/LTA 647390.07.14-1 07/31/2014 ERD(TST 6049) Tensile Adhesion/LTA 647390.09.14 09/04/2014 PRI(TST 5878) ASTM 01970 NEI-031-02-02:REV 10/27/2010 PRI(TST 5878) ASTM 01970 NEI-029-02-01:REV 12/03/2010 PRI(TST 5878) Tensile Adhesion/LTA NEI-046-02-01REV 12/17/2010 PRI(TST 5878) FRSA/TRI April 2012 NEI-076-02-01 02/14/2011 PRI(TST 5878) ASTM D1970 NEI-034-02-02 01/29/2013 PRI(TST 5878) Wind Uplift BORR-001-02-01 03/17/2015 PRI(1ST 5878) Wind Uplift BORR-005-02-01 06/24/2015 UL,LLC,(QUA 9625) Quality Assurance Service Confirmation Exp.08/21/2020 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Boral TileSeal°SO+rr is a nominal SO-mil thick,polyester-surfaced,self-adhering SBS modified bitumen roof underlayment;meets ASTM D1970. 4.1.2 Boral TileSeal• "r is a nominal 60-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof underlayment;meets ASTM 01970 and FRSA/TRI 04-12, 4.1.3 GatorSeal*is a nominal 55-mil thick,granular-surfaced, fiberglass reinforced, self-adhering SBS modified bitumen roof underlayment;meets ASTM D1970. 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 base-layer in two-ply underlayment systems; meets ASTM D1970. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD 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 Research and Design,LLC. Evaluation Report M35710.12.10-R9 Certificate of Authorization 19503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-R8 Boral Roof Underlayments;(602)269-2288 Revision 9:10/14/2017 Page 2 of 7 TRINITY ERD 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 Boral 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 pertains to use of each listed underlayment by-itself beneath the stated roof covers. Refer to the installation instructions and Table 2 for two-ply underlayment options. TABLE 1: ROOF COVER OPTIONS Underlayment AsphaltAdhesive-setTile Adhesive-set Wood Shakes Metal Slate Shingles Tile &Shingles Boral TileSeal 50HT Yes Na NO Yes Yes Yes Boral TileSeai"T Yes Yes Yes Yes Yes Yes (See 5.5.1) GatorSeal Yes No No No Yes Yes 5.5.1 "Adhesive-set Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS1 Adhesive Florida Product Approval Underlayments DAP Foam Touch'n Seal StormBond Roof Tile Adhesive FL14506 Boral TileSeai"T Dow TILE BOND"'Roof Tile Adhesive FL22525 Boral TileSeal ICP Adhesives Polyset•AH-160 F16332 Boral TileSeal"T ICP Adhesives Polyset•RTA-1 FL6276 Boral TileSeal"T 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Citadel Plus,Boral TileSeal 50HT,Boral TileSeal or GatorSeal: ➢ Plywood(unprimed or primed with ASTM D41 primer). Boral TileSeai"T: r OSB primed with ASTM D41 primer. Note: Refer to Section 5.6.4 for uplift limitations associated with direct-deck underlayment installations where the overlying roof cover is adhesive-set tile roofing 5.6.2 Bond to Base Laver Underlavment: Citadel Plus,Boral TileSeal 50"T,Boral Sear or GatorSeal: ' ASTM D226,Type II felt;Citadel Plus. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under adhesive-set tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1,or as listed in Section 5.6.4 herein,or as tested in accordance with FBC 1504.3.1. Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report M35710.12.10-R9 CertifcateofAuthwlmtlon#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-R8 Bora!Roof Underlayments;(602)269-2288 Revision 9:10/14/2017 Page 3of7 TRINITY ERD 5.6.3 Bond to Other Substrate Types: Citadel Plus, Boral TileSeal 50"T,Boral TileSeal or GatorSeal: ASTM D41 primed metal(e.g.,flashing metal,valley metal,etc). Boral TileSealHT: 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: FRSA/TRI April 2012(04-12) does not address wind uplift resistance of all underlayment systems beneath adhesive-set tile 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 April 2012(04-12)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 April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads #1 Maximum Design Pressure=-105 DSC Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: (Optional)Citadel Plus,self-adhered Underlayment: Boral TileSeal"T, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1A"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #2 Maximum Design Pressure=-120.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM D41 to the plywood deck Base Ply: Citadel Plus,self-adhered Cap Sheet: Boral TileSeal"T, 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. #3 Maximum Design Pressure=-202.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM D41 to the plywood deck Base Ply: None Cap Sheet: Boral TileSeal"T, self-adhered, and back-nailed within the selvedge-edge side laps using 12 ga.x 134"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 D41 to the concrete deck Base Ply: (Optional)Citadel Plus,self-adhered Cap Sheet: Boral TileSeal(self-adhered 5.6.4.1 Note: For adhesive-set tile 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. Exterior Research and Design,LIC. Evaluation Report M35710.12.10-R9 Certgicote Of AU IIOriZOtSOn#9503 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-R8 Boral Roof Underlayments;(602)269-2288 Revision 9:10/14/2017 Page 4 of 7 TRINITY ERD 5.7 Exposure Limitations: GatorSeal shall not be left exposed for longer than 30-days after installation, prior to placement of final roof cover. Boral TileSeal 50HT and Boral TileSeal"T shall not be left exposed for longer than 180-days after installation,prior to placement of final roof cover. Citadel Plus,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 Slippage Limitations IFRSA/TRI April 2012(04-12)1: When loading roof tiles on the underlayment in direct-deck tile 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. TABLE 2: TILE SUPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Stagging Method Maximum Slope Flat Max.10 the stack 6:12 Boral TileSeal Lugged Max.10-tile stack 6:12 6. INSTALLATION: 6.1 Boral Roof Underlayments shall be installed in accordance with Boral Roofing published installation instructions subject to the Limitations 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. 6.4 Citadel Plus: 6.4.1 Citadel Plus is limited to use as a base or mid-layer in multi-ply underlayment systems beneath Boral TileSeal 50"T,Boral TileSeal HT 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 Y-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 24-inch 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 TileSeal 508T Boral TileSeal"T or GatorSeal. 6.4.4 To Base Sheet: Install base sheet of ASTM D226,Type Il felt in accordance with Code requirements or install base ply of Citadel Plus in accordance with Boral 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 TileSeal 50HT Boral TileSeal"T or GatorSeal. Exterior Research and Design,LLC, Evaluation Report M35710.12.10-R9 Cerrlfkate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-R8 Boral Roof Underlatenents;(602)269-2288 Revision 9:10/14/2017 Page 5 of 7 TRINITY ERD Note: For adhesive-set tile 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 Boral TtleSeat 5ONT: 6.5.1 Shall be installed in compliance with the requirements for ASTM 01970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.5.2 Do not use Boral TileSeal 50"T 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%-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 1- 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 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 D226,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 Se in accordance over ASTM D226, Type II felt or Citadel Plus with Boral 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 GatorSeal: 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 GatorSeal on roof pitches less than 2:12. 6.6.3 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%-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 1- 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 Boral Roofing published installation instructions. 6.6.4 Non-Tile Applications,to Base Sheet: Install ASTM D226,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 GatorSeal over ASTM 0226,Type II felt or Citadel Plus in accordance with Boral 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 Research and Design,tic. Evaluation Report M35110.12.10-R9 Certificate of Authorization 19503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-R8 Bowl Roof Underlayments;(602)269-2288 Revision 9:10/14/2017 Page 6 of 7 TRINITY ERD 6.7 Bora,TileSeal Hr: 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 HT on roof pitches less than 2:12. 6.7.3 Non-Tile Applications,Direct to Deck: For OSB 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 Y-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 1- 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 under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Sorel Roofing published installation instructions. 6.7.4 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 HT over ASTM D226, Type II felt or Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.7.3,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. 6.7.5 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self-adhering top sheet(s),Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. Note: For adhesive-set tile 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. Refer to Section 5.8 for tile staging limitations. Battens must be used for all tile installations atop Bora! TileSeal HT with roof pitches of 2% to less than 3:12. Boral Roofing's Elevated Batten System or counter battens are required. 7. BUILDING PERMIT REQUIREMENTS: 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. QUALITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(631)546-2458; Kanchi.ARrawaia-DokaniaPul.com -END OF EVALUATION REPORT- Exterior Research and Design,U.C. Evaluation Report M3S710.12.10-R9 Certificate ofAuthorization 119503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-R8 Sorel Roof Undedayments;(602)269-2288 Revision 9:10/14/2017 Page 7 of 7 Doc # 2020012494 , OR BK 19072 Page 363, Number Pages: 1 , Recorded 01/15/2020 04 :44 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 NOTICE OF COMMENCEMENT State of Florida County of DUVAL remit No. Tax Elia N.. 11i2104000 MR u oosiso area 18*IIY Ons Monts THAT IMPROVICAIIINT WILL Me MAIN TO OIRTMN IMAL rrOr1 LVt.AM IN ACXXDIIPA11C7'MIEN C7aAYxICi Mab.P,.titIDA IITATVTIY.In VOLLOWIWG INEVOR.IATlOw m mamma ix THU maraca tar('* NOtala MINT. "spindles Deft.t Nodes el Cemea e..MN(the arstrada.dab 6 I war two Oa Deb ar Nerd ai mama a Maya dab la t;adl(ad . Owes,rape(ret) 'ENS ROGERS ow.d►ddr... 735 REDFIN DAVE ATLANTIC BEACH,FL 32233 100% Owotell ago/at la property L �property 3044 178,29UNIT E ROYAL PALMS 2 LOT 7 DU(Il 756 REDPIN DRIVE ATLANTIC BEACH,FL 32223 RE-ROOF Gonna d..aiptles et taapr..a...e Fe*gmple title Wear,If(Sher dm swam(prtat) Address ROOFING, Cormoolar,wa r(y ri,t) Mame tbP GUN INC. 904,642-021 i Amnia For FLORA MINING BLVD.S.#50$AGM/WILE,Ft.3..2'257 Fa`-) NQ.t?'a mom If ray(NINO Assad of bead S Addnw Pbne( ) Fax Lam_____Loma',maw.aw(peat) Maws( ) Loader,Mitres Igo(-) MASONS WITHIN THY d141R OF PIAILDA DESIGNATSO CY OWHZR UPON WUOM NOTICES OW OTHia DOCUMZt1Te MAY Mt SERVED AS F tOVtDIDS EY SUCTION 711.K3(1)IA)7,FLORIDA STATUi'fb: Erre(Print) Mos( ) Adds. Fax(_) IN AMMON TO MOW,OH MAMA OWNIS MISI(?CAT4 OK_ TO l A COPT OF TIM LIINOR'I worms AS PROVOt6D TM SUCTION 711.130)(11 MORIN STATE/TM PHOM aysaa a Of MOON OR NH'rrrY ORSICMATICO t.v OWI . HatiVal9.212= ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT [HE FACTS STATED IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. kii 0111-42) b >~...M.� .L 120360 Dint 14....1 ITATZ OF FLORIDA COUNTY Of DUVAL TheL tm selesisalr.a .er .nt was Were rer.We \ 'J 4.7.1 36\S\%),-.Q t l/ .. .b LZ\i ►rt.t Nara.t Panto*Mry Absw % (: j"--(: (1 KNOW. \ / t Naery PaiRcllp.tara Maromally Or liwall miloo \ ``(2.- A -S-kpc o \',4 L,,_ , Pim*11.1'466(17 Tremae PAatad Type.1 iderldle-- V l- \T)L_- c.— - -Number mad 6 tratIoa Duo(damp or real): fopr. TERESASTONE IRWIN Notary Public.State of Florida 1_k ': Commission I GG 311167 ' N. ', My Comm.Expves Jul 6.2023 Fens#NI Reviled July 2012 .`goaded through Nat(onal Notary Assn. u, ,, -- CITY OF ATLANTIC BEACH BUILDING DEPARTMENT 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 �Ui31�� CERTIFICATE OF COMPLETION ROOF20-0003 ROOF NON SHINGLE ISSUED: JOB ADDRESS: REAL ESTATE NUMBER: ZONING: 2/10/2020 755 REDFIN DR 171280 0000 DESCRIP ION OF WORK: METAL ROOF OWNER: CONTRACTOR: ROGERS JENNIE TOP GUN ROOFING, INC. 755 REDFIN DR 5570 FLORIDA MINING BLVD ATLANTIC BEACH, FL 32233-3901 JACKSONVILLE, FL 32257 APPROVED: 1: 1 )'•z•--'•\&b4 CHIEF BUILDING OFFICIAL VOID UNLESS SIGNED BY BUILDING OFFICIAL