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Home My WebLink AboutBuilding Permit Applicationd All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Gate • Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PERMITTYPE: ROOF PROPOSED IMPROVEMENT LOCATION: Permit Number: Building Permit Application Commercial Residential X Address: 6712 DICKINSON TERRACE PORT SAINT LUCIE FL 34953 Property Tax 10 #: 3415-706-0033-000-0 Site Plan Name: ONE Project Name: ONE DETAILED DESCRIPTION OF WORK: REMOVE EXITING ROOF COVER I SHINGLE INSTALL NEW TRI-BUILT UNDERLAYMENT 1 PEEL & STICK INSTALL NEW SHINGLE ROOF CONSTRUCTION INFORMATION: Additional work to be performed under this permit— check all that apply: _Mechanical — Gas Tank _ Gas Piping _ Shutters Electric _ Plumbing _ Sprinklers Total Sq. Ft of Construction: 2200 Cost of Construction: $ 14,300 Generator Sq- Ft. of First Floor: 2200 Lot No. 1 Block No. 2 Windows/Doors Roof 5i12 Pitch Utilities: —Sewer —Septic Building Height: 8 OWNER/LESSEE: CONTRACTOR: Name GARY COMSTOCK Name: MAURICIO ORELLANA Address: 6712 DICKINSON TERRACE Company: ONE CONSTRUCTION & ROOFING City: PORT SAINT LUCIE FL State: _ Zip Code: 34952 Fax: Phone No.772-875-7732 Address: 2766 SW EDGARCE ST City: FLORIDA State: FL Zip Code: 34953 Fax: NIA Phone No 772-240-9497 E-Mail: NIA Fill in fee simple Title Holder on next page if different from the Owner listed above) E-Mail ONECONSTRUCTIONSERVICES a@YAHOO.COM State or County License CCC-1330623 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. if value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. T DESIGNER/ENGINEER: Nat Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: `FEE SIMPL TITLE HOLDER: t Applicable BONDAG COMPANY: Not Applicable Name: Name: Address: zf Address: City: City: Zip: hone: Zip: Phone: OWNER/ AFFIDVIT: Annlication is hereby made to obtain a permit to do the work and installation as indicated. i certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Countyy makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The fallowing building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROYEMENTS 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," qw-L��- ro Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA CO U NTY OF sr LUCIE Theoing instru ent was acknowledged before me f rg this day of , 1 20 2-3 by GA- j C;0 lq"4� Name of person making statement - Personally Known OR Produced Identification Type of identification Produced U " Z � `��1l11iilt4tfflllEE�j� {Signature of Notary ryP�ubli . r'tat_�of;l gs ) " G 17 65 1LA 5 � .040 Commission No.t51)gz6V45 2• y pn,�drr,�0�dsd�C'tp� REVIEWS FRONT ZON' COUNTER 4, REVI DATE RECEIVED DATE COMPLETED L/ STATE OF FLORIDA COUNTY OF s� Lucie The forgoing instrument was acknowledged before me this $ day of n -, L _ �420� by uu 6-0 QY('i[}T-)a Name of person making statement. Personally Known OR Produced Identification Type of Ident3catio Produce Y� ��111!!!i#1tllyll��. ` :7 � � � Ua� USER i�O��s •. ul {Signature of Notary Pub is -State of FIofda j v * s gF65a5 Commission No. ��: � sse 9,P •• F'ubl�c and �` 'Ev15�OR 1 RE EW PLANS � V REV EW GETATIoN SFREV EWLE I'MANGROVIEW Florida Building Code Online BC -Is Horne Log In User Rcgisuation Hot Topics - Submit Surcharge stats & Facts =0?l r 4Product Approval or USER: ��USER: public user Product A r Menu > Product or Rpj Iration „Search > ARp1[cation us t 7 Apptication Detail FL # FL16048-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Publications Contact Us BCLS Sete Map Links Search Product Manufacturer Th-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, N1 07070 (600) 516-1485 david.ruizCoiltribui ttmg.com Authorized Signature David Ruiz david. ruizOtribui Itmg,com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, N] 07073 (201) 642-2449 david. ruiz@tribuiltmate ria Isg roup.com Quality Assurance Representative Address/Phone/Emai I Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Fiardcopy 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 ' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16048 R6 COI 2017 01 COI Nieminen.pdf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipm#AnRBjv9FiYFITk4FLCxcgVtRhfvMW%3d%3d 1/2 ` 4/8120n Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option ❑ Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Su ma of products FL # Model, Number or Name nescription 16048A TRI-BUILT Raof 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 UNDEPLAYMENTS FL16048-R .pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design pressure: +N/A/-150 Created by IndependentThfrd Party; Yes Other: 1.) The design pressure noted herein pertains to use of Evaluation Reports foam -on tile systems overtop the self -adhering underfayment FL16048 R6 AE 2012 09 FINAL ER I- l for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FLi -R6. df 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tatlahat5ee FL 32399 Phone: 850-497-1824 The State of Florida is an AA/EEO employer. Cop r ght Z 07-2013 State of Florida.:: Pri_YdCY Statement ;; ,AccessibilitLtatement :: 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 entlty, Instead, conta[;L the office by phone or by traditlonal mail. If you have any questions, please contact SSp.487.1395. *Pursuant to Section 455.275(1), Flortda Statutes, affective 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 ernaI address which can be made available to the pubti c. To determine if you are a licensee under Cha pter 455, F, S,, please dick here . Product Approval Accepts: = Cl to b Credit Card Safe hops:IANww.floridabuildirig.org/pr/pr app_dti.aspx?param=wc3EVXQWtDgtFPmdYiNDWrwipmtAnRBjv9FiYHTk4FLCxcgVtRhfvMw%3d%3d D2 TRINITY ERo EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, N] 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CH RISTIAN STREET, U NIT #13 OXFORD, CT 06478 (203)262-9245 Evaluation Report A42960.10.12-R6 FL16048-R6 Date of Issuance: 10/25/2012 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 6" 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 I ERA requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle, ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ER❑ 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: Robert J.M. Nieminen, P.E. Florida Registration No, 59156, Florida DCA ANE1983 . ram: .. - ❑=-r _� The fwsimi le seal appearing Xmas auth orizod by Rohert:4fzm in en, P.E. on 09i2512DI7- This does not serve as an eleC roni cal ly signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylER❑ does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaivates- 2. Trinity I ERD is not awned, 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 TrinityI ER❑ 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-Categary: Underlayment Compliance Statement: TRl-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6`' Edition (2017) Florida Building Code through testing 1n accordance with the following Standards. Compliance 1s subject to the Installation Requirements and Limitations' Conditions of Use set forth herein. 2. STANDARDS: Section 1504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1, 1507.2.9.2 1507.3.3 3. REFERENCES: Entity ERD (T5T6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERE)(TST6049) ERD (TST6049) UL,LLC_ (QUA9625) UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control Standard Year FM 4474 2011 L I L 1897 2012 ASTM G155 2005 ASTM D1970 2015 FRSA/TRI April 2012 (04-12) 2012 Reference S40540.02.13-1 540540.11.13 540540.03.14 S44870.04.14-2 544870,04,14-3 544870.04.14-1 544870.04.14-4 S43530.02.14-1-R1 S43530.05.14 540540.10.14 SC7645.02.15 5C8S20.04.15 SC14045.05.17-RI Multiple -Listing R16814 Service Confirmation Date 02/19/2013 11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 10/31/2014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp.07/18/2020 4,1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, 5B5 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, 5B5 modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, filth -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 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-R6 Certificate of Authorization #95D3 6T" EDITION (2017) FBC NON-HVHI EVALUATION FL16048-116 TR1-QUILT Roof Underlaymerns; (800) 516.1485 Revision S. 09/25/2017 Page 2 of 6 TRINITY ER.D SA 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 $: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Woad Shakes Slate & Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes i-Built Smooth HT S/A I Yes rU'nd,,Iayment No No Yes I Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlavment combinations. TABLE 1A: ALLOWABLE TILE At)HESiVE UNDERLAYMENT COMBINATIONSI Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset"I AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TIIeBond'" FL22525 Tri-Built 5/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck; Tri-Built Sand-R SA 5hingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT 5/A Underlayment applied to: Plywood; ASTM D41 primed plywood; Q5B; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine, ASTM D41 primed structural concrete. While not required over plywood, 05B 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 OS6 prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A FIT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Y Dens Deck Prime; SECUROCK 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 or TAS 114, Appendix J. Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLL. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6'" EDITION (2017) F B C NON- HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1495 Revision 6: 09/25/2017 Page 3 of 6 TRINITY ERa 5.6.3 Bond to Mechanically Attached Base Laver. Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT 5/A Underlayment applied to: � ASTM D225, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -an 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 Underla ment 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 2072 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. 41 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-Built S/A J4T TU Underlayment, self -adhered, #2 Maximum Design Pressure = -67.5 sf: 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 Desion Pressure = -1S0 U 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 5opra-G or Modified 5opra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 15173.2) spaced 6-inch ❑.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Suitt S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certficate of Authorfaatlan #9503 e' EDITION (2017) F9c NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 5 16-248 5 Revision 6: 09/25/2017 Page 4 of 6 Tf INI- Y ERD 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/TRl Apri12012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRC 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 WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk" carry 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 HTTU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA TRI April 2012 04-12 : 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 Lim rrATIONS FOR DIR€CT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum I Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack S: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 5/A HT Tit Underlayment Lugged Exterior Research and Design, LLC. Evaluation Report A429W10.12-116 Certificate ofAuthorfsation #9503 O' ELATION (2017) FBC NON-HVH2 EVALUATAgN FLI6049-R6 TRJ-BUILT Roof UnderAayments; (800) 516-1485 Revision 6: 09125/2017 Page 5 of 6 TRINITY ERo 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC Published installation requirements 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 Tri-built Sand-R SA Shingle Underfa men# Tri-Built S A HT TU Underfa men# or Tri-Built Smooth HT 5 A Underfa ment: 6.3,1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1S07.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming 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 membrane and peel back the first 3 ft of release film. Adhere the exposed part to 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 roil, 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 in the course below, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8.12, TRI-BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-inch ❑.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. 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. 63.3 Tile Applications Tri-Built 5 A HT TU Underla ment onl : Reference is made to FR5A/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the Instructions noted above as a guideline. Far foam -on the applications, reference is made to Section 5.6.4 herein far wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment, See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for the staging. 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: Gulfport, MS 9, QUALITY ASSURANCE ENTITY: UL, LLC —QIJA9625; (314) 573-3406, k.chanceilor@us. uI -cc m - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certrfrcate of Authorization #9503 6" EDITION (2017) FBC NON-HVH7 EVALUATION FL16448-RS TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 312b/2420 6CIS Home Lag In Laser Registration Hot TiWics dbprProduct Approval USER: Public User Florida Building Code Online foI �x F c y Submit Surcharge Stars & FacLs Publltab Dn5 Contact us BCLS Site Map Links Search ProdUrt APrLMal Men-nU � Prnd A-P]catiQn Search > A_1213 -a iLU5t a Application Detail EL # FL18355-R4 Application Type Revision Code Version 2017 Application status Approved Comments Archived Product Manufacturer TAMKD Building Products LLC Address/Phone/Email PC Sax 97 Galena, KS 66739 (417) 624-6544 Ext2305 kern edenCaltamko.col-n Authorized Signature Kern Eden ke rri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PC Box 1404 Joplin, MO 64802 {417}624-6644 Ext2305 kern eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 10118/2021 Validated By Locke Bowden P.E. Certificate of Independence Validation Checklist - Hardcopy Received FL1 355 R4 C 1 TBP15 1..4 2017 F8C Evai Report Shingles final pdf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 71SS TAS 100 Equivalence of Product Standards Certified By Year 2016 2010 2011 1995 Approved Testing Lab FL1U55 R4 Eouiv UL letter for n ards for FBC 2017 df httpsJAvwlw.flcridabuild ing"org/pr/pr_app_dtl.aspx?param=wGEVXQwt❑quvosrHazGXQW83MPT3uofKzi31M2Xu9wuWmY6PQIJIli W%3d9/o3d 112 3/29/2620 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Products FL V 18355.1 Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 02/11/2020 Model, Number or Name Glass -Seal, Elite Glass -Seal, Heritage, Heritage Premium, Heritage Woodgate, Heritage Mintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ- Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for Jim its of use. i i Description ASTM D 3452 aspha€t shingles and hip and ridge shingles I Installation Instructions FL18355 R4 lI TBP15oo1.4 2217 F13C Val Rep4lrt ShirigLl�s f7al.❑df Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FLIS355 R4 AE TBP15 01.4 2017 FBC Eval Report Shiogles final.pdf Created by Independent Third Party: Yes contact Us 2 1 $fair t rte Rva T hascee F 2399 Ph ne: 850-4 7- 824 The State of Florida is art AAIEE-0 employer. Cp_gyrlght 2 07-2i}1 ate of FI ri a.:: PtUV Statement Accessihiliry Staternani :; Rerund meat Linder Florida law, email addresses are public records. if you do not want your c-mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.48.7.1395. -Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 20 12 , Ifcensees licensed under Chapter 455, F.S. must provide the Depa rtrnent with an email address if they babe one. The em ai Ls provided may be used for official communication with the licensee. However email addresses are public retard. Ff you do not wish to 5u poly a personal address, please provide the l7epartrnent with an email address which Can be made avaifabfe to the public_ % determine If you are a licensee under Chapter 455, F5., please click here . Product Approval Accepts: Credo Carts Safe h€tps:Ilwww.floridabuilding.org)prlpr_app_dtl.aspx?param=wGEVXQwtDquvasrHaxGXQW83MP73uofifzD1M2Xu9wuWmYfiPQIJ[ukQ%3d%3d 212 CREEK r: e ` TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4"' Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, M❑ Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (8I3) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Category: Rooting 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 Issued September 25, 2017 E-ntity Report No, Standard Year Pill Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies [7ST5878] TAP-051-02-01 TAS 100 1995 PRI Construction Materia€s Technologies {TST5878} TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 7AP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies {TST5878} TAP-117-02-01 TAS 100 1995 PRE 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 PRl Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRi Construction Materials Technologies {TST5878) TAP-307-02-01 TAS 100 1995 FRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 1 DO 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) 02NK9507 A5TM D 3161 2016 UL LLC {TST9628} UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 UL LLC (TST9628) 06NK03898 ASTM D 7158 ASTM D 3161 2011 2016 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2010A 2016 UL LLC (TST9628) 09NK07896 ASTM ❑ 3161 2016 UL LLC (TST9628) 1 OCA50498 ASTM D 3452 ASTM D 3462 201 DA 2010A UL LLC (TST9628) UL LLC (TST9628) 1 OCA64882 ASTM D 3161 2016 11 NK14014 ASTM D 3161 2016 UL LLC (TST9628) 12CA24551 ASTM D 3462 ASTM D 3161 201 DA 2016 UL LLC (TST9628) UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 4787148748 ASTM D 3161 ASTM D 7158 2016 2011 ASTM D 3161 2D16 CREEK Technical Services LLC (AN EI1669) T@P15001.3 ASTM D 3462 2010A Calculations 2017 TBP15ool.4 FL18355-R4 Page 1 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 tNs 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 'i Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal@ 12-114" 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 ❑ 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-5eai 12-14' 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 on[ , Heritaget 13-114" x 35-318', 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 13-14' x 38-318', 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@ 17-112" 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 39-318, 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 36-318", 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 (Frederick & Joplin) 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced; hip and ridge asphalt 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 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 TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-SeaND Basic Wind Speed (Vu,t): (Frederick, Joplin & Basic Wind Speed (Va�d) Tuscaloosa) Deck (HVHZ); Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): Nci ft Area Nadiing AMR TUN TANiKO BUILDING PRODUCTS Asphalt Shingles Max_ 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19i32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15i32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-118 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. 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. Edge Figure 1. Elite Glass -Seat & Glass -Seal 4 Nall Pattern (Non-HVHZ only) NAILS Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern ,7f° 5-1I8" 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. CREEK TEC14NICAL SERVICES, LLC Heritage@ Basic Wind Speed (V„it): {Dallas, Frederick, Joplin, Basic Wind Speed (Vasa) - Phillipsburg & Tuscaloosa) Deck (HVHZ)_ Heritage@ Premium Waifas, Frederick Phillipsburg & Tuscaloosa} peck (Non-HVHZ): Heritage® Woodgate (Dallas & Frederick) Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): M TAMKO BUILDING PRODUCTS Asphaft Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction, In accordance with FBC requirements, - Solidly sheathed min. 15132 in, plywood or woad plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2.12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either A Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAIL ZONE COMMON BOND EXPOSURE 6-618" 12-1I211 --► - 12-3I8" -- -� L Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HllHZ only) 1 LLt �' - fl2' 1/2ai-p�— 7,-ar8,,►q- 7-1 N—1 Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern NAIL ZONr= COMMON BOND TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule fit G20-3. The manufacturer shall notify CREEK Technicaf 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 NAIL ZONEI CONWON BOND ! T '1r}l8" FEX StiRE 5 5/9" i Figure 5, Heritage@ Woodgate 6 Nail Pattern 11---12-1/2°----� tz-era'--�t^�°�w 4A I ! 1 I4 t t ! Common Bond fJ� /FASTENERS- 7 'tip' .i.-� ;',:•. ::>;.R:: ,�•-. m f (O T Figure 6. Heritage@, Heritag0) Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE. 7-718"_--------------- — - - --- - — —:, -- -- �- - _�-NAI L ZONE i -EDGE OE COMMON BOND EXPOSURE 5-5/8" ACCEPTABLE 'FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage4D (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 61620-3. 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 ather product attributes that are not specifcafly addressed herein. -- _ CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (V,R): (Frederick) Basic Wind Speed (V,�d): deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ): Installation {Non-HVHZ): TAMKC BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements, Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . 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. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "5 Nail Pattern" detailed below. NAI L ZONFI COMMON BON[) W12" QEPOSLIRE 12 Figure 8. Heritage@ Premium tFrederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONEf FASTENERS COMMON BOND __[EXPOSURE 5" Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattem TSP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule fit 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 TAMKQ BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES. LLC Heritageg Woodgate Basic Wind Speed (V,it): Max, 194 mph (Frederick) Basic Wind Speed (Vesd): Max. 15o mph Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 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 - FASTENERS yyamEPOS'' FF�� T EY Ai 1 1 l Figure 10. Heritage® Woodgate (Frederick) 4 Alan Pattern (non-HVHZ only) NAIL ZONEI GOMON BOND NAIL ZONE COMMON BOND 1 51f ' FEPOSUITE"JL 1 9_1/2n 443+�9-M-43+ 9-1/2' -� �111-1 " Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern TBP15001-4 FL18355-R4 Page 7 a, 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 qualib7 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 TECHNICAL SERVICES. LLC Heritage® Vintage® Basic Wind Speed (V=,it): (Phillipsburg) Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Nora-HVHZ): 4d, TAMIte BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or woad plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. CSS existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shaft be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall he attached using either "5 Nail Pattern" or `6 Nail Pattern" detailed below. Y flASpPon A parnas x " i•' ene�s -- —_-— -- --9-- -----a •-- — 17-1rzI - il. • 1.. ��14'�+s� �7ii3N•—� Figure 12. Heritage® Vintage@ 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage® Vintage 6 Nail Pattern EXpD9We - %Vox TBP15001.4 FL18355-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. -CREEK TECHNICAL, SERVICES, LLC Hip & Ridge Basic Wind Speed (Vujt): (Frederick & Joplin) Basic Wind Speed (V��): Deck (HVHZ): Deck (Non-HVH7): Underlayment: Min. slope: Installation: TAMK❑ BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph in accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in- plywood or wood plank for new construction* Min, 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-118 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. Direr i n of prevailing wind n 5-1I8" exposure Figure 1 y1 7 r Oft Fae#ener 3xposure k-1-5mig Figure 2 \ I Figure 3 Figure 14. Hip & Ridge (Frederick & Joplin) TBP 15001.4 FL18355-R4 9 0f 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 specifcally addressed herein. CREEK TECHNICAL SERVICES. LLC Vintage& Hip & Ridge Basic Wind Speed (Vuit): (Phillipsburg) Basic Wind Speed (Vasd): Deck (HVHZ): Deck (lion-HVHZ)- Underlayment: Min, slope: Installation: TRMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. CSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of Prevailing wind rnl exposure Start here Figure 1 1" 1' I Fastener Figure 2 5" exposure "T 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, L L C 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 � CREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles 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. 6) Deck substrates shall he 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. 13) 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, 6`Edition {2017) as evidenced in the referenced documents submitted by the named manufacturer. "O"VIwill k�rrrrr► . No 74021 :-33 STATE GF �: .0•. :�. O R l o P •' tom. 'oil IIIIIvtlt CERTIFICATION OF INDEPENDENCE 2017.09.25 11:31:41 -04t00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 CREEK Technical Services, LLC does not have, nor wilt 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 Linder this evaluation. Zachary R. Priest: P.E. does not have, nor will acquire, a fnanciai 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 whioh 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.