Loading...
HomeMy WebLinkAboutBuilding Permit ApplicationNOTICE OF COMMENCEMENT Permit No. Tax Folio No. JgZS • 707 . Ol0 •OCUO • $ State of Florida Countyof St. Lucie Z r/" %D .Sg / /2©oj The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): General description of improvement: REROOF Owner information or Lessee information if the Lessee contracted for the improvement: Names ' P -irr' v r Address d Z'b ,-, <,, " PA Interest in property: OWNER Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Treasure Coast Roofing Contractor Address: 1895 SW BILTMORE PSL,FL 34984 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Lender Name: Lenders address: Phone Number: Phone Number: 772-370-9770 Phone number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: of to receive a c X D U z U H < o fJ Q O ua o _ Lpm ~ N o a� Y n M Q` N � Q � -J % N W UZ OCi0 0<6 F Q d �U�mva rnLLiwIo CO Q L0 Z .SCL Jvp C LL, *kap U?Wn0 ") LL0a Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I dclare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledebelief. e and 1 A {Signature f Own r or Liss&N:dr Owner's'dYLessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) 2.20 The foregoing ins u ent was acknowledged before me this r day of+� 20 Cry�434 U / GF VH 5. By [� as (...v1 -� far 3 ;, Na o Pers n Type of authority (e.g. officer, trustee) Party on behalf 6f -whom instrument was executed Personaily known_ or produced Identification. (Signat e Not ry Public - State of Florida) (Print, Ive, or Stamp Commissioned Name of Notary Public) Type of Identification produced ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: w Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 025 Ln Legal Description: L,;,ks .f 0644 Clgig 8110 ,37 �oT N3 Property Tax ID #: 3!Z25 - 707 d / y ©OCA, Lot No. y3 Site Plan Name: Block No. _ Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Te4r oAr ro6ir Z. a// rye � ,'.,y/�s c.,d u„dPf/ay,.,u-,,�. I/ 2 �, 'c HC101tional work to be ertormed under this permit —checka HVAC Gas Tank ❑Gas Piping Electric ❑ Plumbing Sprinklers app y: _ Shutters ❑ Windows/Doors Generatorl �! 1 Roof Total Sq. Ft of Construction: 2 Yq7 Cost of Construction: $ _ /, 006 S. Ft. of First Floor:_ ZVY7 Utilities: Sewer Septic Building Height: 1 OWNERAESSEE: CONTRACTOR: Name,� p.S'Ce i'cA' L.v-1ard,' Name: BRIAN J MALONEY Address: V Company: TREASURE COAST ROOFING City t. 4, a State: FL Address: 1816 SW BILTMORE Zip Code: 3 V 4,52 Fax: NIA City: PORT ST LUCIE State: FL Phone No. Zip Code: 34984 Fax: 772-343-8358 E -Mail: N/A Phone No. 772-370-9770 FIII in fee simple Title Holder on next page ( if different E -Mail: TCROOFINGLLC@GMAIL.COM from the Owner listed above) State or County License: CCC1330653 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Nat Applicable Name: Address: City: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone: State Not Applicable MORTGAGE COMPANY Name: Address: City: Zip: Phone: BONDING COMPANY: Name: Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. Not Applicable State: Not Applicable St. Lucie County 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 following 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 improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Y _ Signature of Owner/ see/A Signature of Contracto ' ens Ho er STATE OF FLORIDASTATE OF FLORIDA COUNTY OF'� i COUNTY OF The 10"', o ing instrume was cknowledged Before me this 1 fday of - C.. 20 4_ y (Name of person ov ging ) (Signature gbWbt P blit- State of Florida ) Personally Known ✓7 OR Produced, I.¢entifiFation Type of Identification Produced r The forgoing instrume ai acknowledged before me this day of +%' 201 --� by (Name of person pledging) 1 (Signaturo+fVtary Public- State of Florida ) Personally Known OR Produced Identification Type of Identification Produced Commission No. (Sea[) REVIEWS FRONT ZONING SUPERVISOR PLANS COUNTER REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 34 VEGETATION SEA TURTLE MANGROVE REVIEW REVIEW REVIEW Commission No. _ Say cfi e -- Revised 07/15/2014 F- � S The forgoing instrume ai acknowledged before me this day of +%' 201 --� by (Name of person pledging) 1 (Signaturo+fVtary Public- State of Florida ) Personally Known OR Produced Identification Type of Identification Produced Commission No. (Sea[) REVIEWS FRONT ZONING SUPERVISOR PLANS COUNTER REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 34 VEGETATION SEA TURTLE MANGROVE REVIEW REVIEW REVIEW TRINITY ERD EVALUATION REPORT TRI -BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 SCOPE; EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization :#9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10,12-115 FL16048-RS Date of Issuance. 10/25/2012 Revision 5: 06/12/2017 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 5rh Edition (2014) 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 ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Rnbert Nieminen, P.E. an 06/12/2017. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product App CERTIFICATION OF INDEPENDENCE: roval Administrator and to the named client I. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, R.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. S. 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. S TRINITY 3 ERD ROOFING COMPONENT EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof Underiayments, as produced by TRI -BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 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 2004 1504.3.1 Wind Uplift UL 1897 2004 1507.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5-3, 1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Enti Examinatlon Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physicai Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544$70.04.142 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 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 (T5T6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC, (QUA9625) Quafity Control Multiple -Listing R16814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 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. 4.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. 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 the HVHZ. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R5 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-RS Tri -Built Materials Group, LLC. Revision 5: 06/12/2017 Page 2 of 6 TRINITYi ERD 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 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 applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Wood Shakes Shingles Nail -On Tile Foam -On Tile Metal 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 Tri -Built Smooth HT S/A__—T Underlayment Yes No Na Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Tri -Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH -160" (FL6332) or Dow Chemical "TileBondT' Roof Tile Adhesive" (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R 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 -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ➢ 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. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -RS Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-RS Tri -Built Materials Group, LLC. Revision S: 06/12/2017 Page 3 of 6 i(� t J TRINITY' ERD 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 S/A Underlayment applied to: ➢ ASTM D226, 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 -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) or FBC 1609 for determination of design wind pressures. 5.6.4.1 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 -Built S/A HT TU Underlayment, self -adhered. 5.6.4.2 Maximum Design Pressure= -67 5 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. 5.6.4.3 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. 5.6.4.4 Maximum Design Pressure =-60.0 sf: 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. 5.7 Exposure Limitations: 5.7.1 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 5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -RS Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, LLC. Revision 5: 06/12/2017 Page 4 of 6 �rF+ �.. TRINITY11 ERD fi. 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 Shin le Underla ment Tri -Built 5 A HT TU Underlayment or Tri -Built Smooth HT 5 A Underlayment: 6-3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 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 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 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 o.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. 6.3.3 Tile Applications Tri -Built S A HT TU Underlayment only)- Reference nl :Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For 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 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Tri -Built S/A HT TU Underlayment has met the the slippage test requirements specified in FRSA/TRI April 2012 (04-12) up to a 10 -tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staged at pitch > 5:12 may use alternate staging method (bottom 2 -tile stack shall be inverted, followed by 8 tiles high on slope, as shown below). Exterior Research and Design, LLC. Evaluation Report A42960.i0.12-R5 Certifrcate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, LLC. Revision 5: 05/12/2017 Page 5 of 6 7. 8. VA 0 TRINITY ERD Figure 1: Alternate Staging Method Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1" x 2" horizontal batten to prevent slippage or damage to the underlayment. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 378-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -RS Certificate ofAuthorization #9503 FBC NDN-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, U.C. Revision 5:06/12/2017 Page 6 of 6 tL � -,JTRINITY ED EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 TRI -BUILT Materials Group, LLC Evaluation Report A42960,10.12-1115 PO Box 70 'FL16048-R5 Rutherford, NJ 07070 Date of Issuance: 10/25/2012 (800) 516-1485 Revision 5: 06/12/2017 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof Underlayrnents 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 ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANEl983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 06/12/2017. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This Is a building code evaluation. Neither 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. d f TRINITY ERD ROOFING COMPONENT EVALUATION: I. 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 Florida Building Cade 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 2004 1504.3.1 Wind Uplift UL 1897 2004 1507.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1.523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: kqLty 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 S40540.03.14 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 S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 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-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing 816814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp, 10/16/2017 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. 4.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-115 Certificate of Authorisation #9503 FOC NON-HVHZ EVALUATION FL16048-RS Tri -Built Materials Group, LLC. Revision 5: 06/12/2017 Page 2 of 6 T-ThRRINWERD i 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 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 applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Wood Shakes y Shingles Nail -On Tile Foam -On Tile Metal Slate & Shingles Tri -Built Sand -R SA Shingie Underlayment Yes No No No Yes Yes Tri -Built S/A HT TU Underlayment Yes Yes Yes yes Yes Yes See 5.5.1 Tri -Built Smooth HT S/A Underlayment No No Yes Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Tri -Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH -160" (FL6332) or Dow Chemical "TileBondT' Roof Tile Adhesive" (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R 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: Fri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ;7 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. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-115 Certificate Of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-115 Tei -Built Materials Group, LLC. Revision 5: 06/12/2017 Page 3 of 6 TRINITY ERD 5.6.3 Bond to Mechanically Attached Base Layer: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, 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 -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 the 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) or FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure = -45.0 nsf: 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 HT TU Underlayment, self -adhered. 5.6.4.2 Maximum Design Pressure = -67 5 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. 5.6.4.3 Maximum Design Pressure = -150.0 nsf: 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. Beck 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. 5.6.4.4 Maximum Design Pressure = -60.0 sf: 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. 5.7 Exposure Limitations: 5.7.1 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 5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R5 Certificate ofAuthorization#9503 FBC NON-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, LLC. Revision 5: 06/12/2017 Page 4 of 6 \1 RIjVIN I ERD 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 Underla mens Tri -Built S/A HT TU Underla meat or Tri -Built Smooth HTS A Underlavment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1470 underlayment in FBC Sections 1507 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 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 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 o.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. 6.3.3 Tile Applications (Tri -Built S/A HT TU Underlavment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For 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 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Tri -Built S/A HT TU Underlayment has met the the slippage test requirements specified in FRSA/TRI April 2012 (04-12) up to a 10 -tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staged at pitch > 5:12 may use alternate staging method (bottom 2 -tile stack shall be inverted, followed by 8 tiles high on slope, as shown below). Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Tri -Built Materials Group, LLC. Evaluation Report A42960,10.12-115 FL16048-R5 Revision 5:06/12/2017 Page 5 of 6 7. 8. TRINITY I' ERD Figure 1: Alternate Staging Method Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1" x 2' horizontal batten to prevent slippage or damage to the underlayment. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 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 A42960.10.12-115 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, LLC. Revision 5,, 06/12/2017 Page 6 of 6 Business & Professional Regulation 1105 Home � Log In User Registration Hak Topics Submit Surcharge Stats & Facts Publications W Staff aCIS Site Map links Search ba _ °" Product Approval USER: Public User Product Ap rrn any r Product or Annlication Search > Aonikation Lis r > Application Detail FL # FL18355-R2 b Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 6246644 Ext 2305 kern_eden r@tamko.com Authorized Signature Kerri Eden kern_edenr7a tamko.com Technical Representative Address/Phone/Email 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 Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FLIS355 R2 COI TSP15001 -) FBC 2014 PrQdtrct Evaluation Report Shinoles.ndf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Sections from the Code Year 2009 2009 2008 1995 Product Approval Method Method 1 Option D Date Submitted 12/16f2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summary of Products FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Gtass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in it Yes FL18355 R2 ii 1BP15001 2 FBlQ 2014 Product Fyal a ion Approved for use outside HVHZ: Yes Report Shino125 odr Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FLl 355 R2 AE TBP15001.2 FBC 2 14 Product Evaluation Report Shinoles.pdf Created by Independent Third Party: Yes Contact Us :: 7601 Blair Seine Road. Tallahass a FL 32343 Phone: 858-487-1824 The State of Florida is an AA/EEO employer. Copyright 2807-2013 State of Fforida :: PrivaR Statement :: Accessllaiii 5takement :: Refund Statement Under Rerida 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 dfrice by phone or by traditional mail, if you have any queslions, please contact 850.4117.1345. -Pursuant to Section 455.275 (1), Florida statutes, effective October 1, ZU12, liceaseee 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 Depamaent with an email address which can he made available to the public. To determine if you am a licensee under Chapter 455, F.S., please click here . product Approval Accepts: F-7. E Credit Card Safe CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4" Street PRI Construction Materials Technologies (TST5878) Joplin, MO 64801 TAS 100 (417)624-6644 Manufacturing Plants: Joplin, MO TAS 100 TAS 100 Phillipsburg, KS PRI Construction Materials Technologies (TST5878) Frederick, MD TAS 100 Dallas, TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE TAP -130-02-01 Certificate of Authorization No, 29824 27520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE 57H EDITION (2014) Issued December 14, 2015 Category. Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain RLFERENCES En!L PRP Construction Materials Technologies (TST5878) Re ortNo• TAP Standard Year PRI Construction Materials Technologies (TST5878) -043-02-01 TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 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 PRE Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST58713) 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) PRI Construction Materials Technologies (TST5878) TAP -315-02-01 TAP ASTM r 6381 200e(2013)ei UL LLC (TST9628) -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 UL LLC T9628 (TST9628) ) 06NK03898 ASTM D 7158 ASTM D 3161 2008d 2009 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 UL LLC 8 (TST9628) ) 10CA50498 ASTM D 3462 ASTM D 3462 2009 2009 UL LLC (TST9628) UL LLC (TST9628) 10CAW82 ASTM D 3161 2009 11 NK14014 ASTM D 3161 2009 UL LLC ST9628 ) 12CA24561 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 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 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. CREEKTAMKO BUILDING PRODUCTS TECHNICAL SERVICES, LLCAsphalt Shingles 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 D 3462. Glass -Seal (Frederick & Tuscaloosa) Glass -Seal (Joplin) Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) HeritageO Premium (Frederick) HeritageO Vintage@ (Phillipsburg) Heritage@ Woodgate (Dallas & Frederick) Heritage@ Woodgate (Frederick) Hip and Ridge Shingles (Frederick & Joplin) Vintage@ Hip and Ridge (Phillipsburg) 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass 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 onl . 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 12-104" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 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. MCREEK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-SealO Basic Wind Speed (V„rr): (Frederick, Joplin & Basic Wind Speed (Vad): Tuscaloosa) Deck (HVHZ): GlassSeal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): Nailing Area Nailing Area TAMKO 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. 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 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. 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. ti Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) MAILS -Mrp r,` Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal B Nail Pattern M-1 a-118" TBP15001.2 FL18355-R2 Page_ 3 of 11 This evaluation report is pravided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall nofify 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 Heritage@ Basic Wind Speed (V,,,,): (Dallas, Frederick, Joplin, Basic Wind Speed (Vasa) Phillipsburg & Tuscaloosa) Deck (HVHZ): Heritage O Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): & Heritage@ Woodgate (Dallas & Frederick) Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): TAINKO BUILDING PRODUCTS Asphalt 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 rain. 15/32 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 5-5/8 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 5-5/8 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or °6 Nail Pattern" detailed below. FASTENERS NAIL ZON E COMMON BONG 6-1/8'1 1 EXPOSU R E 5-5/8" 12-112" 12-3/811 --► _ 12`1 /21L-� Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE �, COMMON BOND EXPOSURE 5-5,18° 1 `�{ �f-�/2�-. r-�/��r}.- r �a1j-►}+- r -� �2i1-nh+--! -1 r��-►� �-._i , Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page 4 of 11 This ev2 fu8Ei5 n report is provided for State of Florida product approval under Rule 61 G2171 The manufacturer shall notify CREEK Technical Services, LLC of any product changes cr quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, ar other product attributes that are not specifically addressed herein. CREEKTAMKO BUILDING PRODUCTS TECHNICAL SERVICES, LLC Asphalt Shingles GAIL ZONE/ COMMON BOND 6-118" EXPOSURE 5 518" �1-7-1/2"�j-1f�'�3/g'=i�i-7-1I��1�F•7-if2� �1„ ' Figure 5. Heritage@ Woodgate 6 Nail Pattern PAINT LINE.. 7-7/011 0 Common Bond J (6 W 3901" Figure 6. Heritage@, Heritage(R) Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTE NE R LOCATION L ZONE EDGE OF COMMON POND URE Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and S may be placed in the nail zone as described above TBP15001.2 FL1835502 Page 5 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, cr other product attributes that are not spedficatly addressed hersin. CREEK TECHNICAL SERVICES. LLC Heritage® Premium Basic Wind Speed (Vat): (Frederick) Basic Wind Speed (V�d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min_ slope: Installation (HVHZ): Installations (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 Mph Max. 159 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. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instrucfions 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 manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ NERST----,_ 7 /COMMON BOND X112" EXPOSURE 5" 11 12"--11 Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASiENERS COMMON BOND EXPOSURE 5" f—LL— Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TBP150C1.2 FL18355-R2 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. am CREEK TAMKo BUILDING PRODUCTS TECHNICAL SEFZVICES. LLC Asphalt Shingles Heritage@ Woodgate Basic Mind Speed (Vull): Max. 194 mph (Frederick) Basic Wind Speed (Vas„): 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. Underiayment: 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 (Nan-HVHZ): Installed with 5 in. exposure in accordance with FBG requirements and manufacturer's pub#ished installation. instructions. Shingles shall be attached using either "4 Nail Pattern” or "6 Nail Pattern" detailed below. 5-112" L1 IRS I T EXPOSURE 5" NAIL ZONE/ COMMON BOND -►h-.�12-3/8'r---�- 11" --� k-1 i1 Figure 14, Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) ERS 111-- 9-112" 31 9 1811 3`i►�I- 9-11211 �-V Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern NAIL ZONE/ COMMON BOND TBP15001.2 FL18355-R2 Page 7 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. S^1i211 EXPOSURE 5° 111-- 9-112" 31 9 1811 3`i►�I- 9-11211 �-V Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern NAIL ZONE/ COMMON BOND TBP15001.2 FL18355-R2 Page 7 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. HCREEK TECHNICAL SERVICES, Lt_C Heritage@ Vintage@ Basic Wind Speed (Vu[): (Phillipsburg) Basic Wind Speed (V11d): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO 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. 7/16 in. OSS 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 manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or T Nail Pattern" detailed below. 4l. _ 1 Tan" f�--ia�,u• —� �'�r—tam•—� Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) & POSU e - biaxh Figure 13. Heritage@ Vintage' 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of i 1 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK 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. ECREEK TECHNICAL SEP V ICES, LLC Hip & Ridge Basic Wind Speed (Vwt): (Frederick & Joplin) Basic Wind Speed (V.d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt 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 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. 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. Direction of prevailing wind 51 1 91 Fastener Figure 2 OOP ,;�, tL Pio Fastener Irk„ � Figure 3 I/psi Figure 14. Hip +& Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 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. NCREEK I ECHNICAL. SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (Vint): (Phillipsburg) Basic Wind Speed (Vard): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation: TAMKO 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. 7/16 in. OSB 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 t 5" exposure Start here Figure 1 5" exposure 1„ 1» Fattener Fastener -5-1/2" "-5-1/2" Figure 2 1/4" Figure 3 Figure 15. Vintage@ Hip & Ridge (Phillipsburg) TBP15001.2 FL18355-R2 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. smom ECREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles I ) 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 33 -ft or less. 5) Deck substrates shale 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 manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevaii. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5"h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. R. .f No 74021 r 7iC - 07 STATE OF tJj �rSAl�OAt®P`�;a CERTIFICATION OF INDEPENDENCE 2015.12.14 13:44:19 -05'00' Zachary R. Priest, P.E_ Florida Registration No. 74021 Organization No. ANE9641 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 TBP15001.2 FL18355-R2 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. Business t. Professional ! ! e o.e4 a! SCIS Horne ' Log In user Registration Hot Tapirs Submit Surcharge Stats & FaCtS Publications HC Staff 9Ci3 Site Map Links Search Oor Product Approval *a USER: Public User Product Approval Menu > Product or Anulicatian Search > ApplicatioaList > Application Detail FL # FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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 Address/Phone/Email 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 Zachary R. Priest the Evaivation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R2 COI TBP15001? FBC 2414 Product Evaluation Report Shinales.odf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Sections from the Code Year 2009 2009 2008 1995 Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 1211912015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summary of Products FL # Models Number or Flame Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R2 11 T$P15001 2 FDC 2014 Prpdust Q�ahiatinn Approved for use outside HVHZ: Yes Report 5 +ngles odf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FLIS355 R2 AE T P15001.2 FBC 2014 Product Eval ation Rcport Shinales.udf Created by Independent Third Party: Yes Contact Us.: 2501 aratr Scone Roatl Tallahassee FL 32399 Phona: s5Q-087-1624 The State of Florida is an AA/EC-p employer. Cooyrioht 2QQ7-2013 State of FI rida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law., emall addresses are public records. If you do net 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 pbene or by traditional mail. If you have any questions, please contact 850.487.1395.''Pumuant to Section 455.275 (1), Ronda Statutes, effective October 1, 2012, rlcensees 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 am 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 crick here_ product Approval Accepts: M� Credit Card Safe C �1 TECHNICAL SERVICES, LACK EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4"' Street PRI Construction Materiels Technologies (TST5878) Joplin, MO 64.801 TAS 100 TAS 100 (417)624-6644 Manufacturing Plants; Joplin, MO TAS 100 Phillipsburg, KS PRI Construction Materials Technologies (TST5878) Frederick, MD TAS 100 Dallas, TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance; UL LLC (QUA9625) SCOPE TAP -130-02-01 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE ST" EDITION (2014) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Issued December 14, 2015 EnLy PRI Construction Materials Technologies (TST5878) Resort No. TAP -043-02-01 Standard Year PRI Construction Materiels Technologies (TST5878) TAP -051-02-01 TAS 100 TAS 100 1995 1995 PRI Construction Materials Technoloaies (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) TRP -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 (TST5876) 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 PR1 Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) TAP -315-02-01 TAP ASTM D 6381 2008(2013)e1 UL LLC (TST9628) -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 UL LLC (TST9628) 06NK03898 ASTM D 7158 ASTM D 3161 2008d 2009 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 T UL LLC (TST9628) ( ) IOCA50498 ASTM D 3462 ASTM D 3462 2009 2009 UL LLC (TST9628) UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 11NK14014 ASTM D 3161 2009 UL LLC (TST9628) 12CA24551 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM 1) 3462 2009 TBP15001.2 FL18355-R2 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 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. MCREEK TAMKO BUIL131NG PRODUCTS TECHNICAL SERVICES, LLCAsphalt Shingles 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 D 3462. Glass -Seal (Frederick & Tuscaloosa) Glass -Seal (Joplin) Heritage@Q (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage@ Premium (Frederick) Heritage® Vintage® (Phillipsburg) Heritage(D Woodgate (Dallas & Frederick) Heritage® Woodgate (Frederick) Hip and Ridge Shingles (Frederick & Joplin) VintageO Hip and Ridge (Phillipsburg) 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sea#ing, 3 -tab asphalt shingle with fiberglass mat coated on Moth sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-114" x 36°, ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass 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. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161; Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with miners! granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 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. 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. T6 P15001.2 FL18355-R2 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. CREEKTAMKC TECHNICAL SERVICES, LLC INSTALLATION BUILDING PRODUCTS Asphalt Spangles Elite Glass -Seal® Basic Wind Speed (V4,,(): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (V.d): Max. 150 mph Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Glass -Seal Solidly sheathed min. 19132 in. plywood or wood plank for (Frederick, Joplin (Non- new construction; Min. 15132 in. plywood existing construction. HVHZ) & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 95132 in. plywood or wood plank for new construction; Min_ 7115 in. 4SB 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 5-118 inch exposure in accordance with RAS 915 and manufacturer's published installation instructions. Shingles shall be attached using `6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 -118 -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. Naming Area Nailing Area MAILS t Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS -7ff 5-1181, Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern M' i-1181, TBP15001.2 FL18355-132 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify GREEK 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. ECREEK TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed (V�tj): (Dallas, Frederick, Joplin, Basic Wind Speed Wald) Phillipsburg & Tuscaloosa) Deck (HVHZ): Heritage@) Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Heritage@ Woodgate (Dallas & Frederick) Underlayment: Min_ slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 1501 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 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 5-5/8 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 5-5/8 in. exposure in accordance with FBG requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAILZONE COMMON BOND 6-1/8" 1 E POSURE 5-5/8" 1,1 - 12-1/2" --��- 12-3/8" --► - 12-1/2 �'--►� �--1 Figure 3. Heritage@, Heritage@ Premium, and Heritage) Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) A NAIL ZONE COMMON BOND IE a-5/8" 1 A l � -1 /2' -*f " 7-1/2"-+- 7 -&$"'*� 7 -1 /2"0�- 7 -1 /2 " E �—i " Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.2 FL18355-R2 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. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ COMMON BOND E?(POSI;RE 5 518" �--►� �-7-1/2':�.7.�12`�►�-7�3fi3'=i�7-912.7-112 �rl-1,� Figure 5. Heritage& Woodgate 6 Nail Pattern -•1""1°'. _ 1� 112"- �; 1 1 ' ? i FASTENERS (] Common Bond �F i Y.• �• \ CO al L6 R y LU �D 39-3l8" Figure 6. Heritage&, Heritage& Premium, & Heriitage& Woodgate Alternate 6 Nail Pattern PAINT LINE, 7`738f1 6-1/811 ACCEPTABLE FASTENER LOCATION yDO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION J --NAIL SONE _EDGE OF COMMON BONE] EXPOSURE 5-5181f 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 TBP150o1.2 FL18355-R2 Page 5 of I I 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 TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (V,1,r): (Frederick) Basic Wind Speed (Va,d); Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TRMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 154 mph In accordance with FBG 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. 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 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 manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or T Nail Pattern" detailed below. "'dIL ZLUNFJ OMMON BOND Figure S. HeritageO Premium (Frederick) 4 !Vail Pattern (non-HVHZ only) NAIL ZONE) FLkSTEN1=RS /COPAIVION 80ND 51f211 EXPOSURE 5" Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern T€3P15001.2 FI -1 8355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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 Heritage@ Woodgate Basic Wind Speed (V.it): (Frederick) Basic Wind Speed (Vasd) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FSC requirements; Solidly sheathed min. 15132 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 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. NAIL ZONE/ FASTENERS /COMMON BOND 5-1I2° I T EXPOSURE V 1' 11" -► .12-318"--�- Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ NERS_ /GOFAMON BOND EXPOSURE511 1"�- 9-112°' �3'li[-• 918°'�3' 9-1i2° �1 Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 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 duratieri 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„11): (Phillipsburg) Basic Wind Speed (V„a): Deck (HVHZ). Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt 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 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 FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. Y la.Fihrnt u �lidd�. 9 Mfr Near tch Fwten-:�rs — — — r — — — — -4 — — — —i — — — 90ic9.1:"x'�,,J� Figure 12. Heritage& Vintage® 5 Nail Pattern (non-HVHZ only) err b• FSR Figure 13. Heritage& Vintage' 6 Nail Pattern 1 17.1!?" S" FX�L'SU M1= rim /Notch ,7-1,r TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G2 -1 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 imp#y warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0111111111 ECREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V.„): (Frederick & Joplin) Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation: TAMKO 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 FBG requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. 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 Fastener Figure 2 here 5-118" exposure Is 1„ Fastener %-C;-SJ83, y/ Figure 3 1/431 Figure 14, Hip & Ridge (Frederick & Joplin) TBP16001.2 rt -18355-R2 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, er other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SE€'ivir-ES, LLC Vintage® Hip & Ridge Basic Wind Speed (V,,): (Phillipsburg) Basic Wind Speed Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMK0 BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed ruin. 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. 7116 in. OSB 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 manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind exposure Start Figure 1 here 5" exposure Fastener ' �5-1/2" Figure 2 rigure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.2 FL18355-R2 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 ar quality assurance changes throughout ttae duraGan for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, ar other product attributes that are not spacificatiy addressed herein. 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 33 -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 I=BC, 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated nce with the Florida Building complia Code 51' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer_ `i*ttssltt�rtiir RY R, No 74021 = ©`. STATE OF +IUB :,. :'.,�� CORtOR N '0N A; t�`��* CERTIFICATION OF INDEPENDENCE 2015.12.14 13:44:19 -0.5'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 invo€ved in the approval process of the product. END OF REPORT TBP15001.2 FL18355-R2 This evaluation report is provided for State of Florida Product a Page C E 11 Technical Services, LLC of an g q p quality approval under Rule 61 G20-3. The manufacturer shall notify CREEK y product changes or uali 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.