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HomeMy WebLinkAboutBuilding Permit ApplicationNOTICE OF COMMENCEMENT eermit No. Tax Folio No. 3 W:- %06 —C1©9.3 " 400"`l State of Florida County of St. Lucie 4 93, 760 / 2 00 C. T Sg // Q 19 f 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): MO7cn� rn ;u r n o r QV r1 JI ! fC 7– 3�r 0 O � M pA ICM General description of improvement: REROOFg R m y En 4H WN d owner information or Lessee information if the Lessee contracted for the improvement: ©� z Name I l3 0mN4m Address Ad 1�C GLS f e - i" 4- 3�S N z Interest in property: OWNER co p 0 Name and address of fee simple titleholder (if different from Owner listed above): ni 'n m m o n Contractor's Name: Treasure Coast Roofing Contractor Address: 1816 SW BILTMORE PSL,FL 34984 Phone Number: 772-370-9770 @ -4 r) C Surety f if applicable, a copy of the payment bond is attached): Amount of bond: $ 1 Name and address: Phone number: Lender Name: Phone Number: Lender's address: 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: Ad d ress: In addition to himself or herself, Owner designates Lieno's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my kn wledg nd belief. (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) . ="s ^y �f The regoing in ru ent was acknowledged before me this � f day of (� �- 20 � � a� By c' as v"Iee— for :N:amm�oferson Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known_ or produced Identification% (Signator Jublic -State of Florida)(print, Ty aCommissioned Name of NotPublic) Type of Identification produced ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: DIt3l✓( Permit Number: s 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: 3 -c C'7' i rL 2 Legal Description: TAe_ i2te- secL,�f r, A _54clap,17da Clu b igl& 116 s Property Tax ID #: 2S- d - o F 3- Coo-? Lot No. 3S Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Tear off //A. roo-'. J_;,,51411 n e to v4e161IQ y,1,cl7� r 5A""IP,s. V%z ft's --4 City: 614- V, L_uc i e State: FL Zip Code: 3 YJS 2- Fax: N/A Phone No. Address: 1816 SW BILTMORE City: PORT ST LUCIE State: FL Zip Code: 34984 Fax: 772-343-8358 Phone No. 772-370-9770 E -Mail: N/A Fill in fee simple Title Holder on next page ( if different from the Owner listed above) CONSTRUCTION INFORMATION: State or County License: CCC1330653 Additional work HVAC to be performedunder t ispermit -check Gas Tank DGas PipingShutters a appy: a _ Windows/Doors LJ Electric Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: 2$ 6(e SFt. of First Floor: 7906, Cost of Construction; $ Co 000 Utilities: Sewer Septic Building Height: 1 OWNER/LESSEE: CONTRACTOR: Name c ra ti Name: BRIAN J MALONEY Address: / C- Company: TREASURE COAST ROOFING City: 614- V, L_uc i e State: FL Zip Code: 3 YJS 2- Fax: N/A Phone No. Address: 1816 SW BILTMORE City: PORT ST LUCIE State: FL Zip Code: 34984 Fax: 772-343-8358 Phone No. 772-370-9770 E -Mail: N/A Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E -Mail. TCROOFINGLLC@GMAIL.COM State or County License: CCC1330653 11 vdLue ui consiruciion is :pt5uu or more, a Ktc.uKutu Notice of commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable Name: MORTGAGE COMPANY: Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable Name: BONDING COMPANY: Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. 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 VINUI ICW1U111r yVUI IYVLICe of I.Vrnmencemeni. — / a- -1 -,'a' — 3 ---� S _ Signature of Owne sseeAg Signature of Contracto ense Hey— STATE eSTATE OF FLORIDA STATE OF FLORIDA COUNTY OF �)_ Luc/)c COUNTY OF i The for Ding instrument as qcknowledgedlipfore me this day of G - 20 1' /by ,�! 1 Y r t IJ► -C (Name of person ack"bieldging ) (Signature of Nf/taryrubriic- State of Florida ) Personally Known OR Produced Identification Type of identificatio Produced . Commission No. {€I) Revised 07/1512014 The for Ding instrument as cknowledged before me this day of 20 1_7 by }M 4 L V`C (Name of person c�a wledging ) (Signaturlotary Public- State of Florida ) Personally Known OR Prod ucer#idrtLflcatlora Type of [dentificat'on Produced Commission No. S. REVIEWS FRONT ZONING;. SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS �1 TRINITY I ERD EVALUATION REPORT TRI -BUILT Materials Group, LLC EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT ##13 OXFORD, Cf 06478 (203)262-9245 Evaluation Report A42960.10.12 -R5 PO Box 70 FL16048-RS 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 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 I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No, 59166, Florida DCAANE1983 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. Trinity] ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD 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. The facsimile seat appearing was authorized by Robert Nieminen, '�dbatzz µ,rµ 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. Trinity] ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD 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. \�rTRINWERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 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 I REFERENCES: Kntiiy Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (T5T6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 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 5C7645.02.15 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 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 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, L.L.C. Evaluation Report A42960.10.12 -R5 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, LLC. Revision 5: 06/12/2017 Page 2 of 6 TRII rry I 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 TRF -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 Y Asphalt Shingles Nail -On Tile Foam -On Tile Metalgi Wood Shakes Slate Shin les g Tri -Built Sand -R SA Shingle Underlayment Yes No Na 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 Underlayment Yes No No 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. r 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 A42960.10.12-115 Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL16048-RS Tri -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 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 Desijzn Pressure = -45.0 osf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTQ 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) RESISTQ 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 psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6 -inch o.c. at the 4 -inch laps and 6 -inch o.c_ in three, equally spaced rows in the center of the sheet. Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. 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•115 Certifltate of Authorization #9503 FBC NDN-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, LLC. Revision 5: 06/12/2017 Page 4 of 6 TRINITY ;` 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 Underlayment Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/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 9:12, 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 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 the slippage and/or damage to the Underlayment. Tri -Built S/A HT TU Underlayment has met the tile 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 A42960.10.12 -RS Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, I.I.C. Revision 5: 06/12/2017 Page 5 of 6 �f f r TRIfrJITy 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 4. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 579-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -RS Certificate of Authorization #19503 FBC NON-HVHZ EVALUATION FL16048-115 Tri -Built Materials Group, LLC. Revision S: 06/12/2()17 Page 6 of 6 l; `�,I TRINITYIER® 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 05478 (203) 262-9245 Evaluation Report A42960.10.12-115 FL16048-R5 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 5`h 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 I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 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 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 specificaily for that purpose. � r The facsimile seal appearing was authorized by RobertNieminen, P.E. on 06/12/2617. This does not serve as an electronically signed - document. Signed, sealed hardcoptes have been transmitted to the Produce 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 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 specificaily for that purpose. TTRRINITYiERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 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 Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11-13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 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 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 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 -RS Certificate of Authorization #9603 FBC NDN-HVHZ EVALUATION F1.16048-115 Tri -Built Materials Group, I.I.C. Revision 3: 06/12/2017 Page 2 of 6 s TRINITY'tRD 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 Shingles Nail -On Tile Foam -On Tile Metal wood Shakes Slate & Shingles Tri -Built Sand -R SA Shingle Yes Underlayment Yes No No No Yes Tri -Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri -Built Smooth HT S/A Underlayment Yes No No 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 USB 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 A42460.10.12 -RS Certificate of Authorization #9503 FEC NON-HVHZ EVALUATION FL16048-R5 Tri -Built Materials Group, LLC, Revision 5; 06/12/2017 Page 3 of 6 TRINITY ERo 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: r 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=-67.5psf: 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=-60.0psf: 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 of Authorization #9503 FBC NON-HVH2 EVALUATION FL16048-R5 Tri -Built Materials Group, LLC. Revision 5:06/12/2017 Page 4 of 6 Tf�RINITYI 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 Underlayment, Tri -Built S A HT TU Underla ment or Tri -Built Smooth HT S 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 SLA HT TU Underlayment only) - Reference is made to FRSA/TRl 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 tile 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 fiat 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 A42960.10.12-115 Certificate ofAuthorization #9503 FBC NON-HVH2 EVALUAT10N FL16048-RS Tri -Built Materials Group, LIC. Revision 5: 06/12/2017 Page 5 of 6 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC — QUA9625-1 (314) 578-3406; ic.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R5 Ceftificate of Authorization #9503 FBC NON-HVHZ EVACUATION FL16048-R5 Tri -Built Materials Group, LLC. Revision S.- 06/12/2017 Page 6 of 6 sine'tea 9CI5 Home Log In User Registration Hat Topk5 Submit Surcharge Stats B Facts PubiiGatipfi5 181S.17 131:I5 Site Map Links Search drb d y &; " Product Approval ? , USER: Public User Prodio l Apprrwa$ Meow r Prodi or Appilration Search > Application List s Application Detai@ 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-co m Authorized Signature Kern Eden kern 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 Eng -sneer 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 FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report Shinoles.pdf 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 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summar of Products FL # Model, Number or Name 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 FL183SS R2 II TBP15001.2 E 20i4l Product Evaluation Approved for use outsido 14VHZ: Yes Report Shinoles.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 AF TBP15001.2 FBC 2014 Product Evaluation Report Shinoles.odf Created by Independent Third Party: Yes back flea Contact IIs :: 2601 Blair Stone Road, Tallahassee FL 32'99 Phone: 850-487-1824 The State of Florida a an AA/EEO employer. Copyright 2007-2013 state of Florida :: Privacy Statement :: Accessitrility Statement :: Refund Statement Under Florida law, email addresses are putlic records. If you do not want your e-mail address released in response to a public -records request, do not send electronic maif to this entity. Instead, contact the ofron by phone or by traditional mail. If you have arty questions, please contact 850.487.1s95_'Pursuant to Sectian 455.275 (1), Florida Statutes, effective October d, 20i2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, Please provide the Department with an email address which can be made available to the public. To determine tt you are a licensee under Chapter 455, F.S., please click. hese . Product Approval Accepts: 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 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 FLOPJDA BUILDING CODE !P EDITION (201 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 94, 2015 Entity PRI Construction Materials Technotlogies (TST5878) Report No• TAP Standard Year PRI Construction Materials Technologies (TST5878) -043-02-01 TAP -051-02-01 TAS 100 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 1995 PRI Construction Materials Technologies (TST5878) TAP -_130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TS75878) 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 TAP -315-02-01 TAP ASTM D 6381 2008(2013)el (T5T5878) 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) 05NK03898 ASTM D 7158 ASTM D 3161 2008d 2009 UL LLC 9628 (TST9628) ) 08CA59132 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 UL LLC TST9628 (TST9628) 1OCA50498 ASTM D 3462 ASTM D 3462 2009 2009 UL LLC (TST9628) UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 11 NK14014 ASTM D 3161 2009 UL LLC (TST9628) 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 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_ EEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES. LLC PRODUCT DESCRIPTION Elite Glass -Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal (Frederick & Tuscaloosa) Glass -Seat (Joplin) Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage0 Premium (Frederick) Heritage® Vintage® (Phillipsburg) Heritage® Woodgate (Dallas & Frederick) Heritage@ Woodgate (Frederick) Hip and Ridge Shingles (Frederick & Joplin) Vintage® Hip and Ridge (Phillipsburg) 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on bath 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 only. 13-1/4" x 39-3/8", 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. 13-1/4" x 39-3/8", 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. 17-1/2" 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. 13-1/4" x 39-3/8", 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 36-3/8", 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. 12-1/4" 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 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 impiy warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TEcHNICA,L SERVICE'S, LLC INSTALLATION Elite Glass -Seal@ Basic Wind Speed (Vw1): (Frederick, Joplin & Basic Wind Speed (Vas,j): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Nailing Area Nailing Area Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 156 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. 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 5-1/8 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. t M Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS -718° 5-118" Butt Edge Figure Z Elite Glass -Seal & Glass -Seal 6 Nail Pattern -7/811 /811 5-1/81, TBP15Qt31.2 FL1B355-R2 Page 3 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 specifcaHy addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed (V,ji): (Dallas, Frederick, Joplin, Basic Wind Speed (V.,d) 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): 6-11811 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG 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. 15/32 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. 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 manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAIL ZONE COMMON 9OND EXPOSURE 6-518" 11�-- 12-112" - [- - 12-318" - ►�-- 12-1/2"L- ► €�-j 11 Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgllate (Dallas) 4 Nail Pattern (non-HVHZ only) C:9 NAIL ZONE COMMON BOND IE 5-5/8" VL--t�� f-112"l#�- 7-1f�� £ 31$"-M 7-1"-M`y� �---1 n 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. CREEK TECHNICAL SERVICES. LLC TANKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE/ COMMON BOND EXPOSURE 5 5f8" I �-7-112+7-1f2+7.316-yj—1I2+7-1121� �^ 1 " Figure 5. Heritage® Woodgate 6 Nail Pattern PAINT LINE, El Common Bond A w ao Y 39-318" Figure 6. Heritage(?, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern 7-718" - :�-NAIL ZONE EDGE OF COMMON SURE ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage& (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 8iG20-3. 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 a re not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ Premium Basic Wind Speed (V At): (Frederick) Basic Wind Speed (V,sd) Deck (HVHZ): Deck (Nora-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 rein. 19/32 in. plywood or wood plank for new construction; Min. 15/32 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. OSIS 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 195 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 shat{ be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below_ NAIL ZONE/ COMMON BOND Tpo S1 R — E 5" 11" +— 12" --- 11" III_ 1r Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND I a I __ V 51fz°1 EXPOSURE 5" 1 �����_ ����s 91I" lt---V Figure 9. Heritage(@ Premium (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 6 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 TF-CHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed (V,11): (Frederick) Basic Wind Speed (V�,j): Deck (Nan-HVHZ): Underlayment: Min. slope: Installation (Non-HVHZ): IL FASTENERS TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15132 in_ plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. #n 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 H6 Nail Pattern" detailed below. �T EXPOSURE S' --LJ ± NAIL ZONE/ COMMON BOND 1v- --r--.12-3/8'°�-�-- 11° •-- [6 -1 - Figure 10. Heritage(@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL Z ON P ins 11101hMON BOND _ 1 5-112" 7EXPR1=5' 9-1/2"3'9-31F3"—-3'+i� 3.112,E1 Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBR15001.2 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. CREEK TECHNICAL SERVICES. LLC Heritage@ Vintage@ Basic Wind Speed (V„11): (Phillipsburg) Basic Wind Speed (Vaso): Deck (HVHZ), Deck (Non-HVHZ): llnderlayment: 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. 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 manufacturers 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 "6 Nail Pattern" detailed below_ 4a------------------------ Fsposure I Noah �'Fa-tens ---�-----` ♦------ms`s-- — f I 5 IL��I EXPOSre •7 r Figure 12, Heritage® Vintage@ 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage@ Vintage" 6 Nail Pattern TBP -15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Hip & Ridge (Frederick & Joplin) Basic Wind Speed (Vjt): Max. 194 mph Basic Wind Speed (V.d): Max. 150 mph TAMKO BUILDING PRODUCTS Asphalt Shingles [Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed rain. 19132 in_ plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min_ 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: 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 Start 5-1/8" exposure here— f=igure 1 1 Fastener 1�5-518" Figure 2 U Start here 5-1/8" exposure Fastener Figure 3 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.2 FL18955-R2 Page 9 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 TF-cHNICAL SlERV3GF-S, LLC Vintage@ Hip & Ridge Basic Wind Speed (VL,,,): (Phillipsburg) Basic Wind Speed Wald), 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 woad plank for new construction; Min. 15/32 in_ plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15132 in.. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2;12 and in accordance with FBC requirements. 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 J Start here, Figure 1 exposure Fastener �5-1I2" Figure 2 Fastener 1/41' 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 repaR 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 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 shalt comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) Ali products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P -E. have demonstrated compliance with the Florida Building Code 5h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. It si`�hv CEN 5rFcS.,�!•. No 74021 53 STATE OF 4Q - /0 N A� CERTIFICATION OF INDEPENDENCE 2015.12.14 13:44:19 —O5r001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor wilt it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products 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. Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, M0 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 Roofirng 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 v Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R2 Cot TBPI' 001.2 FBC 2014 Product Evaluation Rego Shineles.nd 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 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 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 HYiiZ: Yes FL18355 R2 II T6P15001.2 FIC 2f).14 Product Evaluation Approved for use outside HVHZt Yes R o S in les. dF 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 FLi X55 R2 AE TBPi5001.2 FBC 2014 Product EyalUati Rgaart Shinoles.odF Created by Independent Third Party: Yes #lack Nex Contact Us :: 2601 131alr Stone Road Tallahassee FI. 32399 Phone; 850-487-1624 The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida, :: privacy y Statement :: Accessibility Statement :: Refund Statement Under Florida Paw, 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 m this entity. Instead, contaR the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, -pursuant to Section 455,275 (1), Florida Statutes, effeaive October 1, 2012, Ilmnsees licensed under Chapter 455, F.S. must pmvide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallabte to the public, To determine if you are a licensee under Chapter 455, F.S., please click he, . Product Approval Accepts: unci fir! Credit Card Safe 'to, �oo, R E E K TECHNICAL.. SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4'' Street PRI Construction Materia#s Technologies (TST5878) Joplin, MO 64801 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 -117-02--01 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE 6T" 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 Entity Reid ado. Standard Year PRI Construction Materia#s Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRf Construction Materials Technologies (TST5878) TAP -117-02--01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRl Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)ei PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST962B) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 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 UL LLC (TST9628) 10CA50498 ASTM D 3462 ASTM D 3462 2009 2009 UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2009 UL LLC (TST9628) 12CA24551 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (TST9628) 4787146748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Pagel 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 ❑ 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) Heritage@ Premium (Frederick) Heritage@ 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. 12-114" x 36", ASTM D 7158, Class H self-sealing, 3-t2b 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 ons. 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 p 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. 13-1W' 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. 12-114" 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 3151, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 F[_18355 -R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3_ 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. t,.CREEK TECHNICAL SERVICES, LLC INSTALLATION TAMKO BUILDING PRODUCTS Asphalt Shingles Elite Glass -Seal® Basic Wind Speed (Vui,): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (Vasd): Max. 150 mph Tuscaloosa) Deck (HVHZ): In accordance with FBG requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Glass -Seal (Frederick, Joplin (Non- new construction; Min. 15/32 in. plywood existing construction_ HVHZ) & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in_ plywood or wood plank for new construction; Min. 7116 in. OSS existing construction. Undedayment: 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 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1JB-inch exposure in accordance with FSC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern" or "6 Naii Pattern" detailed below. Nailing Area Nailing Area t Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS _7M 5-118" Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -719'! i-118" TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@) Basic Wind Speed (Vuj:): (Dallas, Frederick, Joplin, Basic Wind Speed (V,,sd): 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): 6-1/8n TAMKO SUILDfNG 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. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements.. 2;12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 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 manufacturers published installation instructions, Shingles shall be attached using either "4 Nail Pattern" or T Nail Pattern" detailed below. FASTENERS NAII_ZONE GOMMON BOND EXPOSURE 5-5/8" 1 ' �---- 12-1/2" - -- 12-3/8" -♦�— 12-1/2`�—i >> Figure 3. heritage®, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) n NAIL ZONE COMMON BOND IE 5-518" ''°� �-1 °s 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 mule 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 TAMKO BUILDING PRODUCTS Asphalt Shingles MAIL ZONV COMMON BOND 'IT EXPOSURE 5 518" 1'�7-'ii2`=t�4-i-7f2'�7-318'7.1127-if2� �!-1„ Figure 5. Heritage® Woodgate 6 Nail Pattern m .� L9 O � R W PAINT LINE. 7-7/811 12-112° — i . 12-1/2" • a ; FASTENERS i Common Bond m Figure 6. HeritageO, Heritage® 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 BOND EXPOSURE 5-518„ Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from/ Figures 3, 4, and 6 may be placed in the Trail zone as described above TBP15001.2 FL16355-R2 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rufe 61 G24-3. 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 (Vat): (Frederick) Basic Wind Speed (V,m): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ)= Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 160 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'6 Nail Pattern" detailed below. NAIL ZONEI Sti /COMMON BOND 51�E}CPOS IJR E fir 12" - -11 "- I�--.v Figure 8. HeritageO Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE! FASTENERS /COMMONBOND 51f211 EXPOSURE 5" Figure 9. HeritageO Premium (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 6 of 1 t 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 TAdMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed (V,,,): Max. 194 mph (Frederick) Basic Wind Speed (Vmd): Max. 150 mph Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ COMMON BOND 12-318"---�.. 11,E -� �1,E Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) 1"- 9-112" 3' 9-318"r- -3' F 9-1/2" —� �1-1" Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern NAIL cON U COMMON BOND 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 duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS TECHNICAL ER?,l ICES, LLC Asphalt Shingles Heritage® Vintage@ Basic Wind Speed (V,qi): Max- 194 mph (Phillipsburg) Basic Wind Speed (V.-,,): Max. 15Q mph Deck (HVHZ): In accordance with FBG requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (felon-HVHZ): In accordance with FBC requirements; Solidly sheathed min_ 15132 in. plywood or wood plank for Underlayment: new construction; Min. 7116 in. OSB existing construction. in accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Nan-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. 4rP _ N lJ�rcml &Posute � .names Ix hbah $" r�m_Ras -tn's S.: Ex pasu ie •1. Figure 12. Heritage@? Vintage® 5 Nail Pattern (non-HVHZ only) Ib° 5406U1! JA abrr� 6° FYSCG11els Nal r 24na 17-1jr is v iJE' Figure 13. Heritage® Vintage' 6 bail Pattern 7BP15001.2 FI -18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF-CHNICAL SERVICF-S, LLC Hip & Ridge Basic Wind Speed (V„ it): (Frederick & Joplin) Basic Wind Speed (V�,Sd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDNG PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood {clank 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 5-1/8 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 tiexposure here— Figure F1�>t�ii�r `fir•. Fastener �I Fastener Figure 2 4 Figure 3 !! Figure 14. Nip & Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC Vintage@ Flip & Ridge Basic Wind Speed (V Al): (Phillipsburg) Basic Wind Speed (Va,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, 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 manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Mart; u., exposure here - .f Start here Figure 1 5" exposure Fastener Fastener -5-1/2" �-5-1/2„ Figure 2 Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.2 FLtt3355-R2 Page 10 of 11 This evaluation report is provided for Mate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 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 ASTIVI 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 FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P_E, have demonstrated compliance with the Florida Building Code 5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. �ttitittitrii►� RY R. No 74021 �� • STATE OF .;�[': fi o R t o. ••� may` ���firti3tttti�` CERTIFICATION OF INDEPENDENCE 2015.12.14 Ih- 13:44:19 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 FL16355-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 specTiicalVy addressed herein.