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Home My WebLink AboutRevisions; Changing Permit from Metal to ShinglesOFFICE USE ONLY: DATE FILED: L\ 1 : REVISION FEE: '15 .O 0 1. ADDRESS: PERMIT # 'a3 - O 4 S 1 RECEIPT # PLANNING & DEVELOPMENT. SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: /) J4, d Alf 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: <C'CM & 4. 3 ST. UCIE COUNTY CERT. #: BUSINESS NAME: " ' Gd I' QUALIFIERS NAME: i ADDRESS: d Sk/ ! ' �.« CITY: xerrw' STATE: L .ZIP: -1 ` - PHONE (DAYTIME): 772.370 - 9 7co FAX: 7 2 - 3 V j X35l- 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9/23/09 Revised 04/26/2010 Florida Building Code Online https://www.floridabuilding.org/pr/pi_app dtl.aspx?pararp=wGEVX.. RECEIVE-0 APR 12 2016 Florida Departmentor BCIS Home Log In I User Registration I Hot Topks I Submit Surcharge I Stars & Facts I Pubncations I FBC Staff I BCLS Sae Map I Unks I Search BusineslYX,�/�, OProductProfessiVlA Approval USER: Public User Regulation Product Aonroval Menu > Product or Anpikatlon Search > Aopkcatbn U;t > Application Detaa FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL16048-R3 P11 IF Revision AtZ a CUPY 2014 Approved TRI-BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 46410 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com David Ruiz david.ruiz@tribuiltmaterialsgroup.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tiibuiltmateriaisgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/16/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16048 R3 COI 2015 01 COI Nieminen.pdf Standard ASTM D1970 ASTM G155 FRSA/TRI April 2012 (04-12) TAS 103 Year 2009 2005 2012 1995 1 of 2 4/12/2016 8:59 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_appjtl.aspx?parwn=wGEVX. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/08/2015 10/19/2015 10/21/2015 12/15/2015 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R3 II 2015 10 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R3.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-45 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop the self -adhering FL16048 R3 AE 2015 10 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R3.Ddf 5.6 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Parry: Yes Use. Back N Contact Us :: 1940 North Monroe Street Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pubes records. If you do not want your a -mall address released In response to a public -records request, do not send electronic: mail to this entity. Instead, contact the office by phone or by traditional mail. ff you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address r they have one. The emaits provided may be used for otflclal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: = ® 99 Credit aarF' 2 of 2 4/12/2016 8:59 AM QPTRRINITYIERD EVALUATION REPORT Allied Building Products Corp. dba TRI-BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 46410 SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 .FAX: (203) 262-9243 Evaluation Report A42960.10.12-R3 FL16048-R3 Date of Issuance: 10/25/2012 Revision 3: 10/08/2015 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 products) changes, the referenced Quality Assurance documentation changes, or provisions. of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number .preceded by the words `Trinity 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 5. Prepared by:. Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, PZon10/011/2015, This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E, does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert.Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projectonwhich this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. \,J RININlERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, 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 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: Kniinf Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 843580.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 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 Self -Adhering Underlavments: 4.1.1 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. 4.1.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity(ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is: not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LCC.. Evaluation Report' A42960.10.12-R3 Certificate afAut6orization #9503 F1.16048-113 Revision 3:10/08/2015 Page 2 of 5 V I IZINfI'Yf ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ 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 OnioNs Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 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 3M*m 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBond' 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 5/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood, OS6 or Southern Yellow Pine substrates, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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 S/A HT TU 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 the systems, 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. 5.6.3 Bond to Mechanically Attached Base Laver: ➢ 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, base layer shall be attached per minimum requirements of FRSA/TRI April2012 (04-12). Exterior Research and Design, LLC. Evaluation Report A42960.10.12-113 Certificate of Authorization #9503 FL16048-R3 Revision 3:10/08/2015 Page 3 of5 TRINIW J ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems,. where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI .April 2012 (04-12) and are used in foam -on the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to 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 AHJ. Primer: (Optional) ASTM D41 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. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 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 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. All over -granule end -laps shall be sealed using either heat -welding or hot air welding techniques. When installing at slopes, above 8:12, Allied Building Products Corp 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. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-113 Certificate of Authorization #9503 FL16048-113 Revision 3:10/08/2015 Page 4 of 5 ` TRINITY � ERD 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; (314) 578-3406; k:chancellor@us.ul;com - ENO OF EVALUATION REPORT - Exterior Research and Design, LLC: Evaluation ReportA42060:10.12-R3 Certificate of Authorization #.g503 FL16048-R3' Revision 3:10/08/2015 Page 5 of 5 Florida Building Code Online https://www.floridabuilding.org/pr/pi app dd.aspx?param=wGEVX.. - kt ftda Depanmentof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I PubVcatbns I FBC Staff I BCLS Ste Map I Unks I Search I Businesg�) --�ProfessiI PER: Pub Approval USER: Pubdc User Regulation Product Aunroval Menu > Product or Application Search > AppNcation List > AppBcathm Detail FL # FL1956-R12 Application Type Editorial Change Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext2305 kerri_eden@tamko.com Kerr! Eden kerTi._gden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerrLeden@tamko.com Roofing Asphalt Shingles Certification Mark or Listing UL LLC Robert J. M. Nieminen, PE Y. Validation Checklist - Hardcopy Received Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2009 2009 2008 1 of 4 , 4/12/2016 9:01 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=,vGEVX.. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prndurtt Method 1 Option A 09/17/2015 10/06/2015 10/09/2015 FL # Model, Description Number or Name 1956.1 Elite Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.nddf FL1956 R12 C CAC UL certification 10-11-12.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II Glass Seal Elite Glass Seal app inst.pdf Other: Asphalt shingles Verified By: Robert Nieminen 59166 shall be used only on roof Created by Independent Third Party: No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.2 Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956_2015.pdf FL1956 R12 C CAC UL certification 10-11-12.0 HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II Glass Seal Elite Glass Seal_ app_inst.pdf Other: Asphalt shingles Verified By: Robert Nieminen PE 59166 shall be used only on roof Created by Independent Third Party: No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.3 Heritage A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C_CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL certification 10-11-12.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II Heritage D_ F J P app inst.pdf Other: Asphalt shingles FL1956 R12 II Heritage F app inst.pdf shall be used only on roof FL1956 R12 II Heritage T app Inst.odf slopes of 2:12 or greater. Verified By: Robert ). M. Nieminen FL 59166 Nails must be used as the Created by Independent Third Party: No method of attachment. Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use In FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL certification 10-11-12.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II heritage 30 app Inst april 10.pdf Other: Asphalt shingles FL1956 R12—II--heritage 30 app inst f april 10.pdf shall be used only on roof Verified By: Robert Nieminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 2 of 4 4/12/2016 9:01 AM Florida Building Code Online https://www.floridabuilding.orgfpr/pi _app_dtl.aspx?param=wGEVX.. 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL certification 10-11-12.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II heritage 50 app inst april 10.pdf Other: Asphalt shingles FL1956 R12 II_ heritage 50 app inst f april__10.pdf shall be used only on roof Verified By: Robert Nieminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.6 Heritage A dimensional asphalt shingle. Premium Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL certification 10-11-12.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II Heritaoe Premium D P app inst.pdf Other: Asphalt shingles FL1956 R12 II Heritage Premium F app inst.pdf shall be used only on roof FL1956 R12 II -Heritage —Premium T app inst.pdf slopes of 2:12 or greater. Verified By: Robert Nieminen 59166 Nails must be used as the Created by Independent Third Party: No method of attachment. Evaluation Reports Created by Independent Third Party: 1956.7 Heritage A heavy weight dimensional asphalt shingle. Vintage Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 RI C CAC Tamko Sery Conf FL 1956.2015.pdf FL1956 R12 C CAC UL shingle Matrix,p�if HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II Heritage Vintage app inst.pdf Other: Asphalt shingles Verified By: Robert 3. M. Nieminen PE 59166 shall be used only on roof Created by Independent Third Party: No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.8 Heritage Hip and ridge shingles Vintage 12 X 12 Hip and Ridge Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 RI C CAC Tamko Sery Conf FL 1956_2015.pdf FL1956 R12 C CAC UL shingle matrix.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II TAMKO® Heritage@ 12 x 12 Hip and Ridge Application Instructions.pdf Verified By: Robert J. M. Nieminen PE 59166 Other: Asphalt shingles shall be used only on roof Created by Independent Third Party: No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.9 Heritage A dimensional asphalt shingle. Woodgate Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf FL1956 R12 C CAC UL certification 10-11-12.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II Heritage Woodgate D. app inst.pdf Other: Asphalt shingles FL1956 R12 II Heritage Woodgate F app inst.pdf shall be used only on roof Verified By: Robert Nieminen 59166 slopes of 2:12 or greater. Created by Independent Third Party: No 3 of 4 4/12/2016 9:01 AM Florida Building Code Online https://www.floiidabuilding.org/pr/pi app_dti.aspx?parmn=wGEVX.. Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.10 1 Heritage XL A dimensional asphalt shingle, Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.0 FL1956 R12 C CAC UL certiflcation_10-11-12.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II heritage xl app inst d aorll__l0.pdf Other: Asphalt shingles FL1956 R12 II heritage A app inst f april 10.pdf shall be used only on roof Verified By: Robert Nieminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.11 Hip and Ridge Hip and ridge shingles Shingles Limits of Use Certification Agency Certificate Approved for use in 1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2415 pdf FL1956 R12 C CAC UL certification 10-11-12.pdf HVHZ: No Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL1956 R12 II 12.25x12 Hip and Ridae.pdf Other: Hip and Ridge FL1956 R12 II 12 x 12 Hip Ridge Application Instructions,odf shingles shall be used only FL1956 R12 II 12-1-4xl2 HipRidge Sealant Dab Illustrations. pdf on roof slopes of 2:12 or FL1956 R12 II 12x12 HipRidge Sealant Dab Illustrations. pdf greater, Nails must be used Verified By: Robert Nieminen 59166 as the method of Created by Independent Third Party: No attachment. Evaluation Reports Created by Independent Third Party: eadc Next Contact Us :: 1940 North Monroe Street, Talahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessi)Mty Statement :: Refund Statement Under Florida law, emal addresses are pubic records. If you do not want your e-mal address released In response to a pubic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S;,must provide the Department with an email address IF they have one. The emars provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department w1th an emal address which can be made avalable to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® eCtec,_ M zccurit� �nmiLit=s 4 of 4 4/ 12/2016 9:01 AN ® Application Instructions for FORMERLY HERITAGE® 30 TAMKO HERITAGE® BUI6DING PRODUCTS URINATED ASPHA6T SHINOWS Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40-F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT It is not necessary to remove the plastic strip from the back of the shingles. I. ROOF DECK These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". For roofs having pitches greater than 21 in. per foot, refer to special instructions titled "Mansard Roof or Steep Slope Roof". Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by APA - The Engineered Wood Association. Plywood shall be a minimum of 3/8 In. thickness and applied in accordance with the recommendations of APA - The Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width: Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 2. VENTILATION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffit vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or Il vapor barrier is installed on the warm in winter side of the ceiling, in climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more information consult your design professional. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION, S. FASTENERS WIND CAUTION: Extreme wind velocities can damagethese shingles after application when proper sealing of the shingles does not occur. This can especially be a problem If the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations, hand sealing of the shingles is required. To insure quicker sealing, apply 4 quarter -sized dabs of TAM -PRO@ SBS Flashing Cement, TAMKO or TAM -PRO@ Plastic Roof Cement, or. TAMKO Tam -Seal Adhesive, meeting ASTM D 4586, Type 1, on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly Into the adhesive. For maximum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to the underlayment and each other in a 4 In. (102mm) width of TAM - PRO@ SBS Flashing Cement, TAMKO or TAM -PRO@ Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners.is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities underthe Limited Warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the Limited Warranty. See Limited Warranty on the wrapper or tamko.com for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. from each end and one 13-1/2 in. from each end of the shingle for a total of 4 fasteners. (See Standard Fastening Pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAIL. ZONE COMMON BOND 6-1JLI I ' I I I I I EXPOISURE 5-atw L 1•'-►I �- 12-1/2 -►1`- 12-3/8" 12-1/2`H" (Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest,District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 (CONTINUED from page 1) FORMERLY HERITAGE® 30 -LAINInu HERITAGE® BUILDING PRODUCTS LAMINATED ASPHA6T SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 2) Mansard Fastening. Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. from each end and one fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6 I ' I I I I I E1sURE 6-5/8" 1�-►1 1f7-1rz4►N-7-irz"-►lr- �-�a"-•N-�-�rz"-►h-�.1rz"al I•-�" 3) High Wind Warranty Fastening Pattern. (For High Wind Warranty Application requirements) One fastener 1 in, from each end. One fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires .the use of TAMKO starter shingles including sealant strip at eaves and rakes. Alternatively, along rakes, cement shingles to the underlayment and each other -in a 4 in. (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Proporly Driven Improperly Driven 101— min diameter underdriven overdriven crooked Asphalt _ Shingles Decking '�_+I � 7la° nominol Weight, goad penetrallan. Inadequate loodeep, cuts .Inadequate and flush with shingle surface Penetration Into shingio onchomge STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. (staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 3/4 in. The Properly Driven Improperly Driven underddven overdriven crooked F Mingl Sht ge als I€ — Decking mN, crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING PATTERN DIAGRAMS. 4. UNDERWIYMENT UNDERLAYMENT: An underlayment must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's Limited Warranty. Products which are acceptable for use as underlayment are: Asphalt Saturated Felt Underlayments: • SuperX 30TM Underlayment • TAMKO No. 15 Asphalt Saturated Organic Felt • Any TAMKO non -perforated asphalt saturated organic felt • A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or 11 or ASTM D4869 Specialty Underlayments: • Tam -Shield® Synthetic 'Underlayment or Synthetic Shield Underlayment • TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) • A self-adhesive underlayment designed for use with asphalt shingles which meets ASTM D1970. For Asphalt Saturated Felt Underlayments: Apply the felt when the deck is dry. On roof decks with slopes 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the felt may be adversely affected by moisture and weathering. Laying of the felt and the shingle application must be done together. For All Other Specialty Underlayments: On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance with underlayment written application instructions. The underlayment should not be left exposed for a longer period of time than is specified in the underlayments written application instructions. The final roof covering must be installed before the structure is exposed to adverse weather conditions, such as wind driven rain, high wind, hail, ice storms, etc. (Continu Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09119/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest. District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 ® (CONTINUED from page 2) FORMERLY HERITAGE® 30 MTA:1MK:0]HCR1TA6" B9116DING PRODUCTS 6AMINATBD ASPHA6T SHING6ES Dallas, TX • Frederick, MD • Joplin, MO * Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used. S. APPLICATION INSTRUCTIONS STARTER COURSE; A starter course may consist of TAMKO Shingle Starter, TAMKO 10-inch Starter or self-sealing 3-tab shingles. If self- sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges. 1/4 in. to 3/8 in. ifdrip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. For —imum wind m9stance along rakes, Inst.0 any TAMKO stoner shingle Including sealant or cement shingles 10 uederiaymeetaad each other in a 4" (102 mm) xidth of TAk1?RO�SBS Fleshing Cement TAMKO or TAM -PROD Unded em Oock Plastic Roof,Cemont, or TAMKO T=,W Adhesive. '^ _ Drip edge .................... Rake f\�� ,.,exra _.- Ixifed 1.112' ham rake tslga ._ _.._ - Start lira strip with 1/2 shingle Starter sblps overhang &Egseaing Enve Fasteners Cap edge removed. New ld)»wtm fur eaves and rakes adnesive located strips In order to offset wllh No 114'10313•il no drip edge positioned 1-Ireto31 hart sturtow course, lashing Is prase'. if drip eb'g eaves from cave edge edge gashing is P—onrl, drake edge insta0 shingles wan with drip edge. SHINGLE APPLICATION: Start thefirst course with a full size shingle and overhang the rake edge 1/4 in. if drip edge is not present. If drip edge is present, align shingle edge with drip edge flashing. Cut 10-3/8 in. from a full shingle to form a shingle 29 in, long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece repeat courses Sth course 4th course 3rd course 2nd course 1st course care ► Tome" .';,,. 16-318° 2-3. 23" 16-U- 29. 10.wa.. of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in, or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. Cut 1your fist course shingle to make 20° and a to 3fa• • length. Cut a somnd shingle to snake a 231 and a 16 313• length 1. /1:7 Begin apptirallon with a rul length shingle. .T hen, en tay your 29', 2T, 16 W and 10 31W lengths. As you can soe, three shingles with two cuts make lire courses. 3. Contlmre working you, way across the roof. When you make your final cut a1 the roors edge, site any places Mare 81 or longer back onto the mof. Tnese pioees mn be waked in anywhere without creating rippers or mla flatlons NOTE: Do out align )olnta of shingle eouraoc when working In cut pieces. Joints should be no closer than 4' from one anathor. S. LOW SLOPE APPWCATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/2-sheet width along the eaves and. overhanging the drip edge by 1/4 to 3/4 in. Place a full -sheet width over the 1/2-sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2-:sheet width. If winter temperatures average 25eF or less, thoroughly cement the laps of the entire underlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus°, TW Metal and Tile Underlayment, or TW Underlayment self -adhering underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in. per foot (60), each shingle must be sealed with TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive immediately upon installation. Quarter -sized dabs of cement or adhesive must be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. (Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamkoxom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 , (CONTINUED from page 3) FORMERLY HERITAGE® 30 [TAIMKOIHERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 8. RE -ROOFING Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. It is not recommended to install laminated asphalt shingles directly over existinglaminated shingles due to the unevenness of the existing multHayered shingles. The performance of the sealant feature may be compromised, preventing the shingles from sealing properly. It is acceptable to install laminated shingles over existing three -tab strip shingles which are flat and essentially intact. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO s Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. First Course: Remove an amount from the butt edge of afull-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. afterthe first course. When beginning the succeeding courses continue to follow the Heritage application instructions. (See section 5). 9. VAL16CY APPLICATION Over the shingle underlayment, center a minimum 36 in. wide sheet of Moisture Guard. Plus®, TW Metal &Tile Underlayment, or a minimum 50 lb. roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: • Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note:. For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. • Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. • Press the shingles tightly into the valley. • Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. • To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. • To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. Minimum 36" wide sheet of Moisture Guard Plus, TW Metal & Tile or -- " heavie Undedayment Valley centerline ! Extra nail in Trace up of snungie on tyre edge of the vertical shingle. 2 inches back from valley centeriine.and covering the vertical shingle. Extend end shingle 12° 18' beyond valley centerline No fasteners.whhin 6' of centodine FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/18n4 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 (CONTINUED from page 4) FORMERLY HERITAGE® 30 TAMKO HERITAGE BUILDING PRODUCTS LAMINATED ASPHA6T SHING6CS Dallas, TX •' Frederick, MD • Joplin, MO • Phillipsburg, KS 10. MP MID RMOE FASTENING 13ETML Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT- PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind exposureStart 5-1/8" ►� Stan '5.5ill a.,��a M\ataw �� THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-6414691. Information included In these application instructions was current at time of printing. To obtain a copy of the most current version of these application Instructions, visit us online at tamko.com or call us at 800-641-4691. TAMKO@, Moisture Guard'Plus@, Tam -Shield@, TAM -PRO@ and Heritage® are registered trademarks and Superx 30 is a trademark of TAMKO Building Products, Inc. Central District 220 West 4thSt., Joplin, MO 64801 800-641-4641 0en9n4 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 talmko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western. District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 5 y . JP69909