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HomeMy WebLinkAboutRevisions (2) r OFFICE USE ONLY: DATE FILED: �-t PERMIT# 1906-0012 REVISION FEE: 1 ". RECEIPT# PLANNING& DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE;FL 34982.5652 RECEIVE® (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS JUN 19 2019 PROJECT INFORMATION ST.,Lucie County, permitting LOCATION/SITE ADDRESS: 607 Brack Road, Fort Pierce, FL, USA DETAILED DESCRIPTION OF PROJECT REVISIONS: Keeping the Modified Bitenum on the Low slope roof Product approval: FL1654 Peel N Stick, and Tamko Shingles on the 3/12 roof. Product Approval:Shingles-FL18355 Peel N Stick- FL16048 Also 4ft Off Ridge Vents for the shingle roof. Product Approval:Weather Vent 18-1212.10 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1331408 ST. LUCIE CO CERT. #: BUSINESS NAME: PDKRoofing.lnc QUALIFIERS NAME. Dee Keihn ADDRESS: 1299 SW Biltmore Street CITY: Port Saint Lucie STATE: Florida ZIP: 34983 PHONE (DAYTIME): (772)528-0113 FAX: OWNER/BUILDER INFORMATION: NAME: Lisa Bergeron ADDRESS:607 Brack Road CITY: Fort Pierce STATE: FL ZIP: 34952 PHONE(DAYTIME: (772)528-0113 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 r RECEIVED JUN 19 2019 MIAMI-DADE COUNTY Fgl�pigpE sr. Lucie County, Permitt0 UCTCONTROLSECTION i 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NPA) www.miamidade.gov/economy Southeastern Metals Manufacturing Company,Inc. 11801 Industry Drive Jacksonville,FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use.of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, arid/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA No. 13-0814.08 consists of pages I through 3. The submitted documentation was reviewed by Freddy S'emino FOR pUg4CE NOA No.:18-1212.10 M 1 ECO CODE �;� Expiration Date: 04/15/24 ® ®CCOUNTYApproval Date: 01/31/19 ft 9��J 1*1% Page 1 of 3 i ROOMG A'SSEMBLY APPROVAL Category: Roofing Sub-Category: Ventilation Material: Steel NVlinimum Slope: 2:12 TRADE NAMES OF PRODUCTS-MANUFACTURED OR LABELED•LPD BY APPLICANT: Manufactured by Teat Product An._ a10 Specifications Deacrbtion Weather vent Vent:4-%"�x 19"x 46" TAS 100 Galvanized metal roof vent Deck Flange:2-V'x 52" Thickness:0.0217 inch. MANUFACTURING LOCATION L Jacksonvffle,.FL EVIDENCE SUB1VlITTEb Tea_t Agency _Test IdentfHer Teat Name/Renort Date PRI Asphalt Technologies,Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: wood Deck Description: 15/3z"or greater plywood or wood plank System Type A: Mechanical attachment of vent Cutout: Mark a 3W'x 46"opening centered between layout lines and aligned minimum-6 inches from the ridge. Set blade to thickness of sheathing and out opening. Brush away sawdust and debris. Installation., Vents should be evenly spaced on the rear slope of the roof- . Center vent in opening and set it in a Mr thick of an approved ASTM D 4586 asphalt roofing cemmrt. Secure vent to the roof deck with 1-%4"galvanized ring shank roofing nails spaced approxi 8"o.c.and 1"from the outside edge ofthe flange. Use a minimum.of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). :Net Free Area: 99 square inches. NOA No.:18-121M8 Faphstion Date. 04/15/24 Approval Date: 01/31/19. Page 2 of 3 M p Iii MATIONS: 1. Refer to applicable budding code for requiredventilation. 2. Weather Vent shall comply with the manufacttnes cunIntpublished application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. S. All products listed herein shall have a quality assurance audit in accordance with the Florida.Buil ft Code and Rule 61(324-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo,city,state,and following statement:'Miami-Dade County Product ControlApproved'or the Miami Dade County Product Control Seal.as shown below: iAPPROVEDI DRAWINGS W ROOF FLANGE BMRNAL WND BAFFLE i • • ! • i ! ROOF FLANGE NA MACBMa ! i . ! i . i i • • • END OF TSM ACCEPTANCE NOA Noa04/12.10 E�imi3ou D� 04/15/24 Approval Bate: 01131/14 Page 3 d3 i s 8/2312018 Florida Building Code Online t:r e a s SCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts i Publications Contact Us SCIS Site Map Links Search Florida �P' 4'. 1 1` iProduct Approval RECEIVED 4 --` ' JUN 1 g 2019 Product Aooroval Merin>Product or Aooliotion Search>Aoollcatlon List>Appliption Detail 0m FL# FL16048-R6 ST. Lucie County, Permitting Application Type Revision Code Version 2017 Application Status Approved Comments Archived /Pr%opy Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email PO Box 70 Rutherford,N3 07070 (800)516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.rulz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,N3 07073 (201)842-2449 5 david.ruiz@tribuiltmateriaisgroup.com Quality Assurance Representative , Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W.Knezevich,PE d Validation Checklist-Hardcopy Received Certificate of Independence FL16048 116__COI 2017 01 COI Nieminen.pd Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 I 2005 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 UL 1897 2012 Equivalence of Product Standards Certified By http://www.floridabuilding.org/prlpr�_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvgFYHTk4FeCxcgVtRhfvMw%3d%3d 1/2 8123/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ:No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.pdf Impact Resistant.N/A Verified By: Robert Nleminen PE-59166 Design Pressure:+N/A/-150 Created by independent Third Party:Yes Other:1.)The design pressure noted herein pertains to use of Evaluation Reports foam-on tile systems overtop the self-adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one particular application.See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.Ddf 2.)Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party:Yes Back Noxi Contact Us:t 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AVEEO employer.Copyright 2007-2013 State of Florida.::Private Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: F59. Wq ® .0 a Credit Card Safe http:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr% ipmtAnRBjvgFiYHTk4FLCxcgVtRhfvMwp/o3d%3d 212 t EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TRIp �I�(E�® 353 CHRISTIAN STREET,UNIT#13 �V If OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116 PO Box 70 FL16048-116 Rutherford,NJ 07070 Date of Issuance:10/25/2012 (800)516-1485 Revision 6: 09/25/2017 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 6u' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT 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 1 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 6. ` Prepared by: •\�qp�\Irr!�t^n,; Robert J.M.Nieminen,P.E. �' s:; �;;ti;;� . ,,�,•,�,..• The facsimile seal appearing was authotlted by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/25/2017.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)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nleminen,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 Nleminen,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 Trinityl 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. t S �TRINrry'ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 61h 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 Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Entitv Examination Reference Date ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049). Physical Properties S43530.02.14-1-R3 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD(TST6049) Wind Resistance SC14045.05.17-Ri 06/07/2017 UL,I.I.C.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment Is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRJ April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. .5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC Evaluation Report A42960.10.12-116 Certff7cate of AuthoA:atlon#9503 6T"EDITION(2917)FB6 NON-HVHZ EVALUATION FL16048•R6 TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6;09/25/2017 Page 2 of 6 TRINrry!ERD 5.4 TRI-BUILT 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: ROOF COVER OPTIoNs Underlayment Asphalt Nall-On Tile Foam-On Tile Metal wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle\ Underlayment rj_ Yes No No No Yes Yes Tri-Built S/A HTTU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment I i i 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE IA:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval Underlayments ICP Adhesives Polysetm AH-160 FL6332 Tri-Built S/A HTTU Underlayment DowTileBond`" FL22525 Tri-Built S/A HTTU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note- TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built Sand-IR SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D orTAS 114,Appendix J. j Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate ofAutharfzation#9S03 6m EDITION(2017)FBC NON-HVHZ EVALUATION F1.1604B-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 TRINI11( ERD 5.6.3 Bond to Mechanically Attached Base Layer: Tri-Built Sand-11 SA Shingle Underlayment,Tri-Bulli S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226,Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are.used in foam-on 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 pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-BuiltS/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.S psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no .voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 CertifrcateofAuthori:ation#9503 6T"EDITION(2017)FBCNON-HVHZEVAWATION FL16048-R6 TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6:09/25/2017 Page 4 of 6 UTRINRYIERD 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(0412),Appendix A,Table 3.A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD11 FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* caFry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for,Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A'Underlayment shall not be left exposed for longer than 30-days after Installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180=days after installation. 5.8 Tile Slinpaee_Limitations(TAS 103 per FRSA/TRI April 2012(04-121): 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 LIMITATIONS FOR D1RECr-DECit TILE-INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.W-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) Tri-Built S/A HT TU 1- Underlayment Lugged Exterior Research and Deslgn,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authnd:otion#9503 6TM EDITION(20171 FBC NON-HVHZ EVAWATION FL16048-RO TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6 a r TRINITY►ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments'shall be installed in accordance with TRI-BUILT Materials Group,-LLC published installation requirements subjectto 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 Tri-Built Sand-R SA'Shinele UnderlayMent.Tri-Built S/A HT TU Underlavmerit or Tri-Built Smooth HT S/A •Underlavment• 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlaymerit in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.. 6.3.2 Non-Tile applications: v Whilepriming,is optional,.TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of mernbrane and peel back the first 3 ft of release film. Adhere the exposed partto..the substrate and unroll the remaining membrane as far as possible. Once the.entire length.of membrane is in place, peel-off the release film.diagonally while holding the membrane tight. Firmly roll,broom or hand�press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams imthe course below,sealed in accordance with TRI-BUILT,Materials Group,LLCrequirements. When-installing at slopes-above-8:12, TRI-BUILT Materials Group, LLCrrecommends back-nailing in the overlap area at the top of the sheet at 124nch o.c. 'For Valleys and Ridges: Cut�6nderlayment into 4 to 6 foot lengths.Pe eFthe release paper and center sheet over valley orridge. Drape and press sheet into place, working from the center of the.valley or ridge in each direction.-For•valleys,apply the sheet starting at the lowest point'and.work upward. 6.3.3 - Tile Applications(Tri-Built S/A.HT TU Underlayment onW. Reference is made to FRSAJTRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. 'For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall.outside the scope of FRSA/TRI April 2012(0412). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment: See Tattle 2'herein, and TRI-BUILT Materials Group, LLC published requirements,for tile staging. 7. BUILDING PERMIT REQUIREMENTS: t° As required by the Building Official orAuthorlty Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: P Gulfport,MS 9. QUALITY ASSURANCE ENTITY: UL,LLC=QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC.. Evaluation Report A42960.10.12-R6 Cerrif Bate of Authori:atlon#9902 &EDITION 12017)FK 14ON-HVHZ EVALVAT fill FL16048 R6 7111-BUILT,Roof Underiayihents;,(800)516.1485 Revision 6:09/25/2017 Page 6 of 6 ftl ali ® Professional Regulafiow��jl BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts l Publications I Contact Us I BCIS Site Map I Links I Search a 1 " Product Approval 1 USER:Public User dbpr t�! .-I-Mlld Product Approval Menu>Product or Application Search>Application List>Application Detail • • FL# KL18355 R4 • Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com 0 C n z Quality Assurance Representative N+ M cc *—tI Address/Phone/EmailG NO 17 3 co I Category Roofing T Subcategory Asphalt Shingles to 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 Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. D✓ Validation Checklist- Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Equiv UL letter for standards for FBC 2017.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products .FL# Model, Number or Name Description (18355.11 ;Glass-Seal, Elite Glass-Seal, Heritagel STM D 3462 asphalt shingles_and h_ip_and ridge shingles; 'Heritage Premium, Heritage Woodgate,) (Heritage Vintage, Hip and Ridge,anJ !Vintage Hip and Ridge Shingles (Limits of Use Installation Instructions) Approved for use in HVHZ:Ye_­s;)` 'FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles finaLpdfl (Approved for use outside HVHZ: Yes (Verified By: Zachary R. Priest PE-74021 (Impact Resistant: N/A SCreated_by Independent Third Party. Yes jDesign Pressure: N/A _ (Evaluation ReportsE�� (Other: See evaluation report for limits of use. (FL18355 R4 AE TBP15001.4 2017 FBC EvaI-Report Shingles final.pdf) (Created by IndependeThird Party Yes! — --- nt - Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy tatement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead, contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here-. Product Approval Accepts: s � eCheck Credit Card Safe Certificate of Authorization No.29824 A-M-M-0 G E E K 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2097 220 West 0 Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES iniL Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9607 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 06NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016 UL LLC(TST9628) 1INK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 12° x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vuic): Max. 194 mph (Frederick, Joplin& Basic Wind Speed(Vasd): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick, Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAILS Nailing - ----------------------------------------------------- ------- 6-718" Alm -----------------.-------------- ----------------------------7--------------------- -1/8" Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing --- ------------- .--------------------- ----------------------- -------- ---- 6-7/811 ----------------- Area - - _ — - -------------------- ......--...............-- Bust Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK TANIKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage® Basic Wind Speed(V„it): Max:194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) .Deck(Non-HVHZ): In accordance with.FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using T Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's- published installation instructions. Shingles shall be.attached using either"4 Nail Pattern"or T Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON BOND 6-118" EXPOSURES-6/8" 12-112" 12-318" - 12-112"--►I �--1" Figure I Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern.(non-HVHZ only) FASTENERS NAIL ZONE /COMMON BOND 7-1 0 6-118" EXPOSURE 5-518" 1=--►I h-1-112"�-7-112"-�i-7-?118"-�1-7-1 f2"�-7-112"-►I h--1" Figure 4. Heritage®&HeritageO Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. r GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC NAIL ZONE/ ASTENERS COMMON 80ND 111111 .6-118" EXF03URE,5;518"• '1:"' ` �,7-112=�-7-1/2'�►�-7�78'�►��7=1/27_-112 .IF-1", Figure 5. Heritage®Woodgate 6 Nail Pattern ►I1°i1i< '1'2- /2°--%i i�--12-11i0c ir;14- ® Common,Bond FASTENERS A. i �m t U-1 1 _ 39-3/8" Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PAINT" LINE: _. - ,-NAILGE ZONE': 18" fi 1EDO.`Fr r GOMM, EXP:O'SURE: AGGEPT�tiBLE . .: ' FASTENER LOCATION, DO NOT:`:FAST EN`, ALONG EDGE'' _ = G.OMM:ON BONDc .,.:--;PR FERRED _FASTENER.0 :�LO,CATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r ` CREAK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL,SERVICES,LLC Heritage®Premium Basic Wind Speed(V„it): Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC_requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either°4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND 551/2" EXPOSURE 511 1"--►I �— 11"--►�^ 12" ,►�-1111 Figure 8. Heritage®Premium(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 51/2" EXPOSURE 5" 1 n� ��1�n � �"�n �1/2n � I♦,1 n Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREAK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(Vit): Max. 194 mph (Frederick) Basic Wind Speed(Vasa): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS X; COMMON BOND 5-1/2" EXPOSURE Y I d 1r",4 11 r' - -'12-318" Figure 10: Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON V COMMON BOND FASTENERS 5.112" EXPOSURE 5" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. r CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Vintage® Basic Wind Speed(V„it): Max. 194 mph (Phillipsburg) Basic Wind Speed(V,sd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. 4W ugmnt Exposure Notch 6„ Fasteners Nail or' e - - - - - - - - - - - i - - - - s^ Exposure } IAC 47M' 9-VS—�-9-tM' Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) ap=m rl otch MtMt FasmmR NON - - - 011C f2` r Bgosum } 7,Yr- 7-,'ilY' Figure 13. Heritage®Vintage° 6 Nail Pattern TBP15001.4 FI-18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICEs,LLC Hip&Ridge Basic Wind Speed(Vuic): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start h5-1/8" exposure ere— i II Start Figure 1 here 5-1/8"exposure log Fastener C� Fastener Figure 2 1'4 Figure 3 „ Figure 14. Hip &Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Vintage®Hip&Ridge Basic Wind Speed(Vui,): Max. 194 mph (Phillipsburg) Basic Wind Speed(V,,d): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind hret 5 �" exposure 111 Start here 511 exposure Figure 1 ' 1" Fastener - Fastener �5-1/2" -1/211 Figure Figure 2 1 4 Figure 3 Figure 15. Vintage®Hip&Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. 00111111111111, R. ,,,�G�PFtY _._....w2017.09.25 No 74021 11 :31 :41 � 1 = �MW.MLrdry0.RwC -04'00' :33'. STATE O F :1JJ ��T••.'°� O P•.-4;t- Zachary R. Priest, P.E. 0 ,�'�i,S�O►�g1.� Florida`,` O gani ation No.Ion No. 1 ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.