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313 Ahern St ROOF19-0068 Metal over Breezeway "M ROOF NON SHINGLE PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ROOF19-0068 \ ISSUED: 9/9/2019 800 SEMINOLE ROAD `j; ATLANTIC BEACH, FL 32233 EXPIRES: 3/7/2020 MUST CALL INSPECTION + • • • , I 247-5814 BY I • • NEXT , INSPECTION. ALL WORK CONFORM • THE CURRENT • EDITION OF FLORIDA BUILDING CODE, • ! OF ATLANTIC i / CODE • 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. • � � ' NI • • OF • • 313 AHERN ST ROOF NON SHINGLE METAL ROOF OVER $3600.00 BREEZEWAY TYPE OF ZONING: :D • • • GROUP: 169740 0000 ATLANTIC BEACH • •ANY: , ADDRESS: TOP GUN ROOFING, INC. 5570 FLORIDA MINING BLVD JACKSONVILLE FL 32257 _OWNER:- ADDRESS: AHERN TH PROJECT LLC 830-13 A1A N #120 PONTE VEDRA FL 32082 BEACH 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 • . • 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 455-0000-322-1000 0 $70.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL:$109.00 Issued Date: 9/9/2019 1 of 2 ROOF NON SHINGLE PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ROOF19-0068 v~ 800 SEMINOLE ROAD ISSUED: 9/9/2019 Emir ATLANTIC BEACH, FL 32233 EXPIRES: 3/7/2020 Issued Date:9/9/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To bened by the Building Department.) ' 800 Seminole Road R(DO r l _ /1CD CD j Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us ILED/I 1L-'D4--J Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �lPrr� _ Department review required Yes No �_ uilding Applicant: ACUP Planning &Zoning Tree Administrator Project: � \ Q L� Public Works Public Utilities r f L0 i, Public Safety Fire Services Review fee $ Dept 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. []Not applicable (Circle one.) Comments: UILDIN PLANNING &ZONING Reviewed by: Date: � l 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. ❑Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 1019118 City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY �- Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 313 AHERN STREET ATLANTIC BEACH,FL 32233 Permit Number: 09 "O<N78 Legal Description 71-96 21-2S-29E AHERN TOWNHOMES LOT 6 __ RE# 169726-1125 Valuation of Work(Replacement Cost)$ 3(2Ua Heated/Cooled SF Non-Heated/Cooled • Class of Work: WINew ❑Addition OAlteration ❑Repair []Move ❑Demo ❑Pool C;Window/Door • Use of existing/proposed structure(s): ❑Commercial ®Residential OFFICE COPY • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will trees be removed in association with proposed ro ect? ❑Yes must submit separate Tree Removal Permit o Describe in detail the type of work to be performed: U Z LABOR&MATERIALS TO INSTALL ALUMINUM PANEL BREEZEWAY ROOF Q = Q _ METAL-FL11651.2(R3) UNDERLAYMENT- FL14317.1 R8� F' Florida Product Approval# f�r ultiple products use product appro�f+ i r_ 0 --- -------- --- 0 IM U U O Z H Property Owner Information Name AHERN TH PROJECT LLC Address 830-13 AIA N 120 oilU o City PONTE VEDRA - - State FL Zip 32082Phone 904838-9868 id s E-Mail mulligancontractingiax@gmail.com _ Q u a Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) _ _ � )r- Z Contractor Information O LL g W U. Name of Company TOP GUN ROOFING INC. Qualifying Agent MATT P MCLEOD O r W y: Address 5570 FLORIDA MINING BLVD SOUTH#501 City JAX State FL Zip 32257 LU ?�Li a 5 m Office Phone 904-342-0211 Job Site Contact Number 904-509 2595 :211 p W State Certification/Registration# CCC058178 E-Mail OFFICE@TOPGUNROOFING.NET W`Q U) L w Architect Name&Phone# j Engineer's Name&Phone# ¢ Workers Compensation Insurer FRSA 8704)33663 OR Exempt o Expiration Date 12/31/19 Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation 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 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 COMMEN MENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRP F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDI�11 OR �N�/► O EFORE RECORDI OUR N TI F COMMENCEMENT. (Signature of .,w or Agent) (Signature o Contractor) 1 Signed and sworn to(or affirmed)before me this' day of Signed and sworn to(or affirmed)before me this ay of by t (Signature f o [n �:Bonded TERESA STONE II INTERESA STONE IRWIN Notary Public-State of FloridaCommission GG 311787 + =_ Notary Public State of Florida Y/ Personal) Known O M Comm.Expires Jut 8.202; (�Personally Known OR ; s` Commission it GG 311787 A] y y a -$ ry My Comm.Expires Jul 8,2023Produced Identificat through National Not-ry Assr [ ]Produced Identification Type of Identification- Type of Identification: Bondec'through National Notary Assn. FLORIDA Gulf oast SUPPLY & MANUFACTURING TM LOK TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 0.032"Aluminum GulfLokTM 96" Wide Roof Panel over 9S132" Plywood Florida Product Approval #11651.2 R3 Florida Building Code 2017 OFFICE COPY 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, LLC. 14429 SW 2nd Place Suite G30 +"1118" N\EL S. /r �, Newberry, FL 32669 pP, . ••L �\CE/Vs�by Engineer Evaluator: Z*: No, 755 1s Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 STATE OF :Q. 'RFs•. �R1DP' •����' Validator: SipNA•LNG\�: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL# 11651.2 R3•OCTOBER 5,2017 PRODUCT EV • • • • • ENGINEERING,KUHN 1-100 CLINTMOORE RD. SUI FE 9, B430464 /�: GUIfCoaSt SUPPLY & MANUFACTURING TM LOK 0.032" • ROOF PANEL OVER • • e T� 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, 7/8" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 0.028" Aluminum 3105 H-24 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/4" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply 1/4"-5/16" diameter continuous bead on the male rib for Assembly B only. 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" j MaximumEMale ft Design Pressure 52.5 psf 116.0 psf Sealant oNOT USED USED FL# 11651.2 R3•OCTOBER 5,2017 PRODUCT REPORT KUHN �I�.- 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 - FL COA #30464 ENGINEERING, ". , . . . . , . . . . ! . GullCoz: SUPPLY & MANUFACTURING TM LOK 0.032" ! ROOF PANEL OVER • •D %K 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. 1 17-0337T-10 Dated 03/07/2011 2. 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 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. 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. FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EV • • ! ! • KUHN ENGINEERING, LLC ���Z1200 CLINT MOORE SUITE BOCA RA • oe'N FLORIDA PRODUCT APPROVAL GuIfCoast SUPPLY & MANUFACTURING I TIVI LOK 0.032" • • ROOF PANEL OVER • •D wa T(A 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#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT ENGINEERING,KUHN �I�.= /` w\ ENGINEER'S LOAD TABLE SPEC GulfCoz s SUPPLY & MANUFACTURING LOK T N11 0.032" ALUMINUM GULFLOK 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD .,,.,,,' .,. ..� ;v�y,�F�/�!�'/,r//aoG%�///l//i .'a.7/r i '�,s�' %G✓%�" rr"✓/////.O/�'ivxe!!i%:' ENGINEER LOAD TABLE: 0.032"Aluminum Gulf LokTM 16" Wide Roof Panel over 15/32" Plywood 1of Pyr 1 lE Roof SI /12:: 12 , x nc}Oso3i asr 2 i 120 130 140 150 160 170 180 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 P1. "v° Assernb Y A Assembly A Assembly A" " ssernbly A A"sseinbty A �sselrs�ly A Asxerrr3�`(y A ZONE 2 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B Assertl t+A Assembly 6 Assembly Asse1>rbly 6 sen�bl)r B Asskly 6 Assembl B 1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1"PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5'/s"O.C.; ASSEMBLY B:116.0 PSF PANEL FASTENERS AT 5'/s"O.C. WITH '/4"-5/1e" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &TESTING. 4.) PLYWOOD DECKING: MIN. 1SA2" 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. HIP ROOF a Note: Dimension(a) is defined as 10%of the minimum width of the building or ,1zONE 2 ZONE3 '"' 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. i' ' ASSEMBLY A RIDGE i 16" COVERAGE i ZONE i ` EAVE zoyEz GABLE ROOF ��(1) #10-12�1- PEA PANCAKE ,a SPACING: SEE UPLIFT TABLE RIDGE ASSEMBLY B /---------- a 1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT ----------------------� a ZONE 1 (1) #10-12 X 1"TYPE A PANCAKE ZONE 3 \�EAVE SPACING: SEE UPLIFT TABLE �'- FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATIONREPORT OFFICE COPY � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats& Facts Publications F r Product Approval 1 USER: Public User 11 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14317-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Boral 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 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. 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 Rec+ 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 Summar Of Products FL # Model, Number or Name ;Description 14317.1 v Boral Roof Underlayments Roof underlayments for use in prel Limits of Use Installation Instructions Approved for use in HVHZ: No Ft 14317 R8 II 2017 10 FINAL_ Approved for use outside HVHZ: Yes :B$-Rdf Impact Resistant: N/A Verified By: Robert 1. M. Nieminei I Design Pressure: +N/A/-202.5 Created by Independent Third Par Other: 1.) The design pressure in this application Evaluation Reports pertains to a particular underlayment system for use FL1437 7 R8 AE 2017 10 FINAL under foam-on tile systems. Refer to ER Section 5.6.2 for a R8.W all such systems and max design pressures. 2.) Refer to Created by Independent Third Par ER Section 5 for Limits of Use. EE9 FE Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4t The State of Florida is an AA/EEO employer. CQ(2yrjght 2007-2013 State of Florida. :: Privacy Statement :: 9 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 questio► 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 her-e-. Product Approval Accepts: M WD Wo E3 E EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 TR11YER© 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Boral Roofing Evaluation Report M35710.12.10-R9 7575 Irvine Center Drive,Suite 100 FL14317-118 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 6"' 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 COMPLIANCE: 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 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. 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- Robert J.M. y:Robertl.M.Nieminen ` ::-: '- ,P.E. �''���•,�1;4�,;r` The facsimile seat appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 10/14/2017.This does not serve as an electronically signed document. CERTIfiCATION OF INDEPENDENCE: 1. Trinity IERD 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 Trin'Ityl 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 6"' 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 Prope 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 Date ERD(TST 6049) Physical Properties M36790.07.11 09/30/2011 ERD(TST 6049) Physical Properties 840380.08.12 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 B47390.09.14 09/04/2014 PRI(TST 5878) ASTM D1970 NEI-031-02-02:REV 10/27/2010 PRI(TST 5878) ASTM D1970 NEI-029-02-01:REV 12/03/2010 PRI(TST 5878) Tensile Adhesion/LTA NEI-046-02-OSREV 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(TST 5878) Wind Uplift BORR-005-02-01 06/24/2015 UL,I.I.C.(QUA 9625) Quality Assurance Service Confirmation Exp.08/21/2020 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlavments: 4.1.1 Boral TileSeal*50'T is a nominal 50-mil thick,polyester-surfaced,self-adhering SBS modified bitumen roof underlayment;meets ASTM D1970. 4.1.2 Boral TlleSeal•"r is a nominal 60-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSAJTRI 04-12. 4.1.3 GatorSeal* is a nominal SS-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. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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,I.I.C. Evaluation Report M35710.12.10-119 CerNficatr ofAudw hwdon#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-R8 Boral Roof Underiayments;(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 L ROOF COVER 0"WNS Under)ayment Asphalt Nail-On Tile Adhesive-set Metal Wood Shakes Slate Shingles Tile &Shingles Boral TileSeal 50"T Yes NO 36 Yes Yes Yes Boral TileSeal"T Yes Yes Yes Yes Yes Yes (See 5.5.1) GatorSeal Yes No;, Nit Yes Yes 5.5.1 "Adhesive-set Tile"is limited to use of following Approved tile adhesives J underlayment combinations. TABLE 1At ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATION51 Adhesive Florida Product Approval Underlayments DAP Foam Touch`n Seal StormSond Roof Tile Adhesive FL14506 Boral TileSeal"T Dow TILE BON"Roof Tile Adhesive FL22525 Boral TileSeal'" ICP Adhesives Polyset•AH-160 FL6332 Boral TileSeal"T ICP Adhesives Polyset•RTA-1 FL6276 Boral TileSealHT 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Citadel Pius,Boral TileSeal 50H7,Boral TileSeal"T or GatorSeal: ➢ Plywood(unprimed or primed with ASTM D41 primer). Boral TileSeal"T: ➢ 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 the roofing 5.6.2 Bond to Base Laver Underlavment: Citadel Plus,Boral TileSeal 50"T,Boral TileSealHT or GatorSeal: 'r 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/TRl April 2012(0412),Appendix A,Table 1,or as listed in Section 5.6.4 herein,or as tested in accordance with FBC 1504.3.1. r Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance, Exterior Research and Design,U.C. Evaluation Report M3S710.12.10-R9 CertykateofAutbo Zodm 09503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-R8 Boral Roof Underlayments;(602)269-2288 Revision 9:10/14/2017 Page 3 of 7 TRIM Y ERS 5.6.3 Band to Other Substrate Types: Citadel Plus,Boral TileSeal 50"T,Boral TileSeal"T or GatorSeal: ➢ ASTM D41 primed metal(e.g.,flashing metal,valley metal,etc). Boral TileSeal"T: 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/TRl 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/TRl 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/TRl April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads #1 Maximum Design Pressure=-105 osf: 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 11"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #2 Maximum Desian Pressure=-120.0 nsf: 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 1%"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', self-adhered, and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-120.0 osf: 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"T,self-adhered 5.6.4.1 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. Exterior Research and Design,U.C. Evaluation Report M3S710.12.10-R9 CwtI cateafAudwrJmtlonSM3 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL14317-RS eoral Roof Undedaymen s;(602)269-2288 Revision 9:10/14/2017 Page 4 of 7 TRINITY ERS S.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 50"T 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[FRSA/TRI April 2012 f04-1211: 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 SLIPPAGE LIMRATiONs FOR DiREcT-DEcx TILE INsTALLATiONS Linderlayment Tile Profile Stagging Method Maximum Slope Boras TileSeal"T Flat Max.10-tile stack 6:12 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 50"T Boral THeSealHT or GatorSeal. 6.4.4 To Base Sheet: Install base sheet of ASTM D226,Type II 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 CenlJkoteOf AUdMd=tb0#W3 6T"EDITION 12017)FBC NON-HVHZ EVALUATION FL14317-Rg Boral Roof Underfeyments;(602)269-2288 Revision 9:10/14/2017 Page 5 of 7 TRINITY ERC. 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 Goral THeSeall Se: 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 TiileSeal 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 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 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 5011T in accordance over ASTM D226, Type 11 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 X-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. Boras 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 Boral 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 11 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,I.I.C. Evaluation Report M35710.12.10-R9 Certllfkatt OfAuthodwdon#9503 6T"EDITION 12017)FBC NON-HVHZ EVALUATION FL14317-R8 Boral Roof Underlayments;(602)269-2288 Revision 9:10/14/2017 Page 6 of 7 TRINITY ERD 6.7 Boras rdeSeal'tr: 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 SO 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 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 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. 6.7.4 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 HT over ASTM D226, Type 11 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 rile 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 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. Refer to Section 5.8 for tile staging limitations. Battens must be used for all tile installations atop Boral TileSeal HT with roof pitches of 2h 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. QUAUTy ASSURANCE ENTITY: UL,LLC.—QUA9625;(631)546-2458; Kanchi.Aarawala-DokaniaCO)ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report M35710.12.10-R9 Cen*ateG1Audwda Gbn 49503 6T"EDITION(2017)F8C NON-HVH2 EVALUATION FL14317-R8 eoral Rod Underlayments;(602)269-2288 Revision 9:10/14/2017 Page 7of7