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i i i EXTERIOR RESEARCH&DESIGN,I.I.C. r! Certificate of Authorization#9503 353 CHRISTIAN STREET, UNIT#13 �} TRINITYIER0 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-R3 dba TRI-BUILT Roofing Products FL16048-113 9050 Louisiana Street Date of Issuance:10/2S/2012 Merrillville, IN 46410 Revision 3: 10/08/2015 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(ERD requires a complete review-of this Evaltio uan 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: r.C'310-5g1g6�! Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert Nieminen, , {,�,� „�aa�' P.E.on 10/06/2015.This does not serve as an electronically signed Florida Registration No.59166,Florida DC4ANE1983 document.signed,sealed hardcopie6havebeen transmitted tothe Product Approval Administrator and to the named dlent CERTlFlCA7rl0N 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. Thisi 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. I 4`a �-J TRINI`N ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: I 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: I 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. 523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: I Entity 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(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 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties S43530.05.14 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 16L,LLC.(QUA9625) Quality Control Multiple-Listing 816814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 14.1 Self-Adhering Underlayments: 14.1.1 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 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. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC Evaluation Report A42960.10.12-113 Certificate of Authorization(19503 FL16048-R3 Revision 3:10/08/2015 Page 2 of 5 i a � d� s 'T'RINIW 4 ER® 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: f r TABLE 1: ROOF CovER OP rl ` ores Asphalt Wood Shakes Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment i Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 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 3MTm 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow TileBondTM° Roof Tile Adhesive(FL717) .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; ASTM D41 primed structural concrete. While not required over plywood,OSB 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. .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 tile 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 the systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,LLC Evaluation Report A42960.10.12-R3 Cerci%!tate of A.thorizatton#9503 FL36048-R3 Revision 3:10/08/2015 Page 3 of 5 r `rRll�l ERR 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 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 Underiayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: I 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 .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 HTTU 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,U.C. Evaluation Report A42960.10.12-113 Cert Jicate of Auth.,ft dond19503 FL16048-R3 Revision 3:10/08/2015 Page 4 of 5 i ` TRINITY 1 ER® 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: ontact 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 -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3 Certificate of Auth.a anon#-gso3 FL16048-R3 Revision 3:10/08/2015 Page 5 of 5 I I EXTERIOR RESEARCH&DESIGN,I.I.C. iry ,f Certificate of Authorization 119503 �,� ��I�' L I 353 CHRISTIAN STREET, UNIT#13 " ERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-R3 dba TRI-BUILT Roofing Products FL16048-R3 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville,IN 46410 Revision 3: 10/08/2015 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. CONTINLI D 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 changes11 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 "TrinitylERD 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 distrii utors 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: 'Al ar= Robert J.M.Nieminen P.E. aC Thefaaimilesealappearingwasauthorized byRobertNieminen,. ,,,,t,tlss P.E.on 10/08/2015.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcoples have been transmitted to the Product Approval Administrator and to the named dient CERTIFICATION OF INDEPENDENCE: 1. TrinityIERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or dist�ibuting products it evaluates. 2. TrinityI 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 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. I I i {ERD TRINITY ROOFING COMPONENT EVALUATION: i 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. RIEFERENCES. Entity 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 (TST6049) Physical Properties 540540.03.14 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 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,I.I.C.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 IL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 -4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 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. 5. LIMITATIONS: 1 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,LLC. Evaluation Report A42960.10.12-113 Certificate of Aothorization#9503 FL36048-113 Revision 3:10/08/2015 Page 2 of 5 i TRINITY ER® 5I4 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 i5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS 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 Yes. Yes Yes Yes Yes Underlayment See 5.5.1 Thi-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 3Wm 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 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; ASTM D41 primed structural concrete. While not required over plywood,OSB 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 tile 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 April 2012(04-12). Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3 certljlmtea jAutharizatfan#9503 FL16048-R3 Revision 3:10/08/2015 Page 3 of 5 i I ^,. TRINITY I ER® 5.6.4 Wind Resistance for Underlavment 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 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. 51.7 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 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 HTTU 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. I Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3 Certljlcate of Authorization#9503 FL16048-R3 Revision 3:10/08/2015 Page 4 of 5 TRINITY ER® 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. U. QUALITY ASSURANCE ENTITY: Ul L,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- i Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3 Certificate of Auth.1k don#9503 F1.16048-143 Revision 3:10/08/2015 Page 5 of Florida Building Code Online Pagel of 4 i hEtlYtfly A .., d I _ y ,8CIS Home Log In User liegistrabon Hot Topics Submit Surcharge Stats&Facts Publications FSC Stag TyacIS Site Map�1 links' Seard, - Busine }. Product Approval Profess onai 1 USER:Public Usw Pmthzt 4=0-1 Menu>Pmhot:cr Avx;icatlon Search>Acyl:•-rtion 1.'5t>Application Detail t 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 TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri—eden@taMko.com Authorized Signature Kerri Eden kerri_eden@tainko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Fact 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Usting Certification Agency UL LLC Validated By Robert J.M.Nieminen,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/17/2015 http:1/w lvw.floridabuilding.ori2/pr/pr_app_dtl.aspx?par4m=wGEVXQwtDgs%2fmGFoyT6... 3/23/2016 Florida Building Code Online Page 2 of 4 Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Summary of Products FL# Model,Number Description or Name 1956.1 1 Elite Glass-Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL195§ R12 C CAC FL7 956 RI] _C CAC Tamko Sere Conf FL 1956 2011pg HVHZ:No FLt956 R12 C CAC UL c�,rhficannn 10-11-11 pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:NIA FL1_956 R12 11 G1,3ss Seal Elite Gs�j5x_jjq91 aaa in$t,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 F1,1956 R12 C CAC FL1956 R]1 C CAG Tamko Sere Conf FL 1956 2015.gdf HVHZ:No FL 956 R12 C CAC UL certification 10-11-12.pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A E1256 91 11_rjas Sc-�I_Fl�fie Gds"Se___al_ap� i srl t. P 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 [t]96 R2r Ci��i�,�55 R1�C CAml,o Se�v CprSn Zgid HVHZ:No F11956 R12 C CAC UL certification 70-11.1 r)d Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A installation Instructions Design Pressure:N/A W956 IZl? Ti Herjtaqe Q F1 P_a"jnst pdf Other:Asphalt shingles �J>1956__�53- ]I HeyrltaC�33 s5,l�d shall be used only on roof x955 ��2�I ri T amp inst:vdg slopes of 2:12 or greater. Verified By:Robert J.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 1 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in 113-56_ I 6 12 C CAC 14 G RI1 C CAC T m(io Sery CpnP •L 1956 301`pdf HVHZ:No FL1956 R17 C CAC UL-certification 10-11-+2 odf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A a 6 2 t1 h1erio e 30 40� rnft aril Io.pUf Other:Asphalt shingles •ti 1955 B] It hnritege 30 app_j1Lt f a,Pr l_Ilpof 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: 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1955 RI2 C_ CAC FL1.05 R11 CQAC I mho 7ery CopF 1956 15.ZLf p HVHZ:No ELIK RI; C Ct�C�iL r�rrj5catior�l0.1 2,odf 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 11 heritage 50 apo inst april 10.ndf Other:Asphalt shingles Ft-1956 R12 ti heritac�2 50 app Inst f aerie i0. d 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. 1 Created by Independent Third Party: http://w lvw.floridabuilding.org/pr/pr_app_dtl.asph?param=wGEVXQwtDgs%2finGFoyT6... 3/23/2016 Florida Building Code Online Page 3 of 4 1956.6 1 Heritage Premium A dimensional asphalt shingle. Limits of Use._ Certification Agency Certificate Approved for use in tkiLg50 R12_C CAC.-F1956 R11 C CAC Tamko Sery Conf FL 1956 20110f HVHZ:No Eq- 2-5-6R` I2 C CPG:L certification 10.11-12,pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A PL1956 P12 11 Hehtacq Premiurn D P app inst.odf Other Asphalt shingles X956 R1'L II'Heritage Premlun' SPF' t. df shall be used only on roof EL11255---U2,_LL-he l' cL Premium L aEp "i c1 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 Vintage A heavy weight dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FI_a 956 R12 C CAC FL1956 Rif C CAC 1 anik0 Sere Conf FL 1956_201 S.Pdf HVHZ:No FL1956 R12 C CAC UL shingle matr x,ydf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FI-1956 R12 [I Herieage Vintage_app int=t=pdf Other:Asphalt shingles Verified By:Robert 1.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 Vintage Hip and ridge shingles 12 X 12.Hip and Ridge Limits of Use Certification Agency Certificate Approved for use in ELL256 R12 C CAC 9-1956 RI1 C CAC T 0 5P �ConF FL 1 56 2015.p¢If HVHZ:No FL1956 R12 C r,.4C UL shingle matrilt_ ff Approved for use.outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FLI9,156 RIZ 11 TAW00) HantageClK 12 x 12 Hip anis PldOp Application Ir w cdons.gdf Other:Asphalt shingles Verified By: Robert I.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. 1956.9 Heritage A dimensional asphalt shingle. Woodgate Limits of Use Certification Agency Certificate Approved for use in FL1956 P,12, C CAC FL1956 R1 C CAC Tamko Selo Conf_FL 1956 2015 puff HVHZ:No FL'9fi6�R12 C CAC Ul. cja_[1,ification 10-11-12.odf 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 11 Heritage Woodgate 0 app inst.odf Other:Asphalt shingles FL1956 Rig ii Herl�aq» Woodgate F app inst.odf shall be used only on roof Verified By:Robert Nieminen 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: 1956.10 Heritage XL A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FLM—R12 C C._AC--S91 56 Rli C CAC Tamko Sery Cagf FL 1956 2 15,ix1_f HVHZ:No FL1955 R12 C CAC Ui certification 10- 1-12. df 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 [I heritage xl app inst d april 10.pdf Other:Asphalt shingles FL1956 R12 II heritage xi app Inst f april 10-odf 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 ELjq 6 R12 C CAC 1 y& Rl CSC Tamko Serv_Conf FL 1956 2015.pdf HVHZ:No FL1956 R12 C -C 1- c rtificad 1Q 11-17.ndf http://wwjV.floridabuilding.org/pr/pi_app dtl.aspx?param=wGEVXQwtDgs%2finGFoyT6... 3/23/2016 I Florida Building Code Online Page 4 of 4 Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A F4256 R12_II i2,5-r�U1-! iP aprl RWggpcf Other:Hip and Ridge FL1958 it_[f_17 x•._3-'._Hip d(� _A�Sptic2tion instrurtio�s't shingles shall be used only Fl1955 R12 It 12� k127 HIPRIdge 5galart Dab 111ustratlons p Lt on roof slopes of 2:12 or FL1,956 R12 11 17x1`H pRldae Sealant Dab Illustratinnsusdg 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: f)r.\:k M1kkt Contact Us::1940 North Monroe Street Tallahassee FL P399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlcht 2007.2013 State of Ronda.::Privacy Statement::Accessibllity Statement::Refund Statement Under Florida taw,email addresses.aro public records.If you do not want Your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.'If you have any question$,please contact 850.487.1395.`Pursuarrt to Section 455.275(1),Florida Statutes,effective October 1,2012,liconsees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval A7fccepts: '\'11x111'"•i http:// floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDgs%2fmGFoyT6... 3/23/2016 Application Instructions for ITAMK01 ' HE.RITAG 30 BU16DING PRODUCTS 611MINATED ASORALT SHINGLES Dallas, TX •Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO 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. THIS 13RODUCT 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. IMPO TANT:It is not necessary to remove the plastic strip from the back of the shingles. 1.HOOF BECK &FASTENERS These shingles are for application to roof decks capable of receiving WIND CAUTION:.Extreme wind velocities can damage these and reining fasteners,and to inclines of not fess than 2 in.per foot shingles after application when proper sealing of the shingles For ro fs having pitches 2 in.per foot to less than 4 In,per foot,refer does not occur.This can especially be a problem if the shingles to sp dial instructions titled"Low Slope Application".Shingles must are applied in cooler months or in areas on the roof that do not be applied properly.TAMKO assumes no responsibility for leaks or receive direct sunlight. These conditions may impede the sealing defects resulting from improper application, or failure to properly of the adhesive strips on the shingles.The inability to seal down prepai a the surface to be roofed over. may be compounded by prolonged cold weather conditions and/ NEW ROOF DECK CONSTRUC- IT ON:Roof deck must be smooth, or blowing dust.In these situations,hand sealing of the shingles is recommended.To insure immediate.sealing,apply 4 quarter-sized dry and free from warped surfaces. It is recommended that metal I dabs of TAM-PROO"Premium.SBS Adhesive or TAMKO Tam-Seal drip edges be installed at eaves and rakes. Adhesive on-the back of the shingle 1 in.(25mm)and 13 In.(330mm) PLYWOOD:All plywood shah be exterior grade as defined by the in from each side and 1 in. (25mm) up from the bottom of the Engin _red Wood Association.Plywood shall be a minimum of 3/8 shingle.Press shingle firmly into the adhesive.For maximum wind in.thickness and applied in accordance with the recommendations resistance along rakes,cement shingles to the underlayment and of the Engineered Wood Association. each other in a 4 in.(102mm)width of TAM-PRO SBS Adhesive or SHE HING BOARDS: Boards shall be well-seasoned tongue- TAMKO Tam-Seal Adhesive. Caution:Apply ONLY a thin uniform and-g Dove boards and not over 6 in.nominal width.Boards shall layer of adhesive less than 1/8 in.(3mm)thick.Excessive amounts be a in. nominal minimum thickness. Boards shall be properly can cause blistering of the shingles and may soften the asphalt in spaced and nailed. certain underlayments resulting in the asphalt flowing,dripping and staining.Shingles must also be fastened according to the fastening 2.VENTILATION instructionsdescribed below. lnadeguate ventilation of attic spaces can cause accumulation of Correct placement of the fasteners is critical;to the performance . moisture in winter months and a build up of heat in the summer. of the shingle. If the fasteners are not placed as shown in the These conditions can lead to: diagram and described below,this will result in the termination of TAMKO's liabilities under the limited warranty.TAMKO will not be 1.Vapor Condensation responsible for damage to shingles caused by winds in excess of 2.Buckling of shingles due to deck movement. the applicable mph as stated In the limited warranty.See limited 3.Rotting of wood members. warranty for details. FASTENING PATTERNS:Fasteners must be placed 6-1/8 in.from 4.Premature failure of roof, the bottom edge of the shingle, penetrating through the common To insure adequate ventilation'and circulation of air,place louvers bond,and located horizontally as follows: of suocient size high in the gable ends and/or Install continuous 1)Standard Fastening Pattern.(For use on decks with slopes 2 in. ridge and soffit vents. FHA minimum property standards require per foot to 21 in.per foot.)One fastener 1 in.back from each end one s9uare foot of net free ventilation area to each 150 square feet and one 13-1/2 in:back from each end of the shingle for a total of 4 of space to be vented,or one square foot per 300 square feet if a fasteners.(See standard fastening pattern illustrated below). vapor r-neris installed on the warm side of the ceiling or if at least -one he If of the ventilation is provided near the ridge.If ventilation STANDARD FASTENING PATTERN openir gs are screened,the total area should be doubled. FASTENERS NAIL ZONE COMMON BOND IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. Fol URE6-5/8' 1" 12-1/2"-.+--12-3/8°—+— 12-1/2"-� �-1" (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11109 Visit Our Web Site at Northeast District 4500 Th nko Dr., Frederick,MD 21701 800-368=2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamka eom Southwest District 7910 S Central Exp Dallas TX 75216 800-443-1834 Western District 5300 East 43rd Ave Denver CO 80216 800-530-8868 _m...._ (CONTINUED from page 1) . ITAMKOI HHAITAN 30 B®I6DING-PRODUCTS !.A'NATisD ASPRA16T SN'Nob Dallas,TX ® Tuscaloosa, AL a Phillipsburg, KS • Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes be a minimum of 1-1/4 in.for new construction and 1-1/2 in. for greater than 21 In.per foot.).One fastener 1 in.back from each end reroofing thus allowing a.minimum deck penetration of 3/4 in.The and one fastener 8-1/2 in.back from each end and one fastener 16 crown of the staple.must be parallel to the length of the shingle. in.b ck from each end for a:total of 6 fasteners per shingle.(See The staple crown should be driven flush with the shingle surface. Man and and High Wind Fastening,Pattern illustrated below.) Staples that are crooked,underdriven or overdriven are considered MANSARD AND HIGH WIND FASTENING PATTERN improperly applied. FASTENERS NAIL;ZONE Property Driven Improperly Driven COMMON urralertlm en mewdVen cnmxed. BOND Ir►I _litlialt \ Sliinp}es �. EXPOSURE 5 v 8" 4 Der,i tg +°-�i.j.a•trz'�r•+rz'-�-�-ala°-►h-�-+a`'�fe-r-tnR->I f•-+" � j„m.,t 3) High Wind Fastening Pattern. (For High Wind Application G�(1�LM ALL FASTENERS MUST BE DRIVEN INTO THE NAIL requirements)One fastener i in.back from each end.One fastener ZONEOMMON BOND ASSHOWN IN THE DIAGRAM ABOVE. .requirements) -1/2 In.back from each end and one fastener 16 in.back from each �������YMEN,i, end f•bra total of six(6)fasteners per shingle.In addition to this shingle faste�ring pattern requirementfor High Wind Application,TAMKO UNDERtAYMENT Anunderlayment consisting ofasphalt saturated also iequires the use of the following TAMKO products:TAMKO felt must be applied over the.entire deck before the installation of felts br underlaymems;TAMKO.Moisture Guard Plus underiayment TAMKO shingles.Failure to add underlayment can cause premature at all eaves,rakes,and valleys;TAMKO or TAM-PRO cements and failure of the shingles which is not covered,by.TAMKO's limited coatings products where required:TAMKO ventilation where required, warranty.Apply the felt when the deck is dry.On roof decks 4 in. TAMKO starter shingles if avallable in area,and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves tapping each Shing es installed on all hips and ridges.Along rakes,cement shingles course of the felt over the lower course at least 2 in.Where ends to Ui underlayment and each other in a 4.1n.(102 mm)width of TAM- join. tap the felt 4 in. If left exposed, the underlayment felt may PRO SBS_Adhesive or TAMKO Tam-Seal Adhesive..Also,see local be adversely affected by moisture and weathering. Laying of the building codes for proper nailing application.,High-Wind Application underlayment and the shingle application must be done together, is offered on new.construction or complete tear-off applications only, It is r1ot offered for recover applications, if.High Wind.Application Products which are acceptable for use as underlayment are: requirements are not followed,the High Wind Application Warranty - TAMKO No.15 Asphalt Saturated Organic Felt MPH, as stated on Table I in the Limited Warranty,reverts to the - A non-perforated asphalt saturated organic felt which meets Standard Application Wind Warranty MPH limit(See Mansard and ASTM::D226,Type I or ASTM D4869,Type I High'Mind Fastening Pattern.Illustrated above.) - Any TAMKO non-perforated asphalt saturated.organic felt NAIL IS:TAMKO recommends the use of nails as the.preferred method - TAMKO TW Metal and Tie�(additional ventilation may be Underiayment,TW Underlayment of application• Standard type'roofing nails should a used. Nall and Moisture Guard Plus required.ContactTAMKO'sTechnicalServicesDepartment shanks should be made of minimum 12 gauge wire,and a minimum for more information.) head biameter of 3/8 in.Nails should be long enough to penetrate 3/4 ini�into the'roof deck.Where the deck is less than 3/4 in.thick, In areas where ice builds up along the eaves or a back-up of water the nails should be long enough to penetrate completely through from frozen or clogged gutters is a potential problem,TAMKO's plywood decking and extend at least 1/8 in.through the roof deck. Moisture Guard Pius'o waterproofing underlayment(or any specialty Drive mail head flush with the,shingle surface: eaves flashing product) may be applied to eaves, rakes, ridges, valleys around chimneys, skylights or dormers to help prevent P.'"0"f4ri _ lmpmpaayonran water damage,.Contact TAMKO's Technical Services Department . 3 m[ndla 1. undotdduen —dri-n e.00toa for more information. Asphalt Shim;'® TAMKO does not recommend the use of any substitute products Dm�+s as shingle underlayment. i �-va Hommel i S.APPI61CATION INSTRUCTIONS m:yht,godPvfraHonlmdequata tonawh, IedCqute "dh.hinl9 euFhiom"u-itanhn no�sa STAB_9R GOUR6E:A starter-course may consist of TAMKO Shingle Starter,self-seafing.3=tab shingles or a 9 inch wide strip of mineral STAPLES:If staples are used in the,attaching process,follow the surface roll roofing If self-sealing 3-tab shingles are used,remove. above instructions for placement-All staples must be.driven with i the exposed tab portion and install with the factory applied.adhesive pneu atic staplers.The staple must meet the following minimum m adjacent to the eaves. Attach the starter course with approved dimensional requirements.Staples.must be made from a minimum fasteners along a line parallel to and 3 in.to 4 in.above the eaves 16 gauge galvanized wire.Crown width must be at least 15/16 in. edge.The starter course should overhang both the eaves and rake (staple crown Width is measured outside the legs).Leg length should edges 1/4 in.to 3/8 in. (continued) Central District 220.West 4th St., Joplin,MO 64801 800-641-4691 t tray Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 I Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamkt3 COim Southwest District 7910 S.Central Exp Dallas TX 75216 800-443-1834 Western District 5300 East 43rd Ave Denver CO 80216 600-530-8868 2 - ... _ ... � .+. ........ k ....._-.•�- ,�-h',_.. _ .,.,.-cam ,,.F.. �. � n... (CONTINUED from page 2) TANKO I HERITAGE0 30 B9I60ING PRODUCTS 6A11INATED ASPHALT SHINGLES Dallas, TX•Tuscaloosa,AL • Phillipsburg, KS • Joplin, MO SHIN GLE-APPLICATION:Start the first course with a full size shingle S.LOW SLOPEAPP61CATION andoverhang the rake edge 114 in.Cut 10-3/8 in.from a full shingle q On pitches 2 in.per foot to 41n:perfoat caverthe deck with two iayers to for-n a shingle-29 in.long.Use this to start the second course(see of asphalt saturated felt.Begin by applying the felt in a 19 in.wide strip diagram Below),Cut a 23 in.long shingle to start the third course.Use along the eaves and overhanging the drip edge by 1/4 to 3/4 in.Place the remaining 10-3/8 in.piece of shingle to start the fourth course and a full 36 in,wide sheet over the 19 in.wide starter piece,completely use f e remaining 10-3/8 in.piece to begin the fifth course.Continue overlapping it.All succeeding courses will be positionedto overlap the. up th _rake in as many rows as_necessary using the same formula preceding course by 19 in.If waiter temperatures average 25°F.or less, as o tiined above.The butt of the shingle should be aligned with thoroughly cement the felts to each other with TAM-PRO or TAMKO the tqp edge of the,sawtooth of the underlying shingle for a 5-5/8 in, plastic Roof Cement from eaves and rakes to a point of a least 24 in, expo ure(see shingle application.drawing illustrated on this panel): inside the interior wall fine of the building.As an alternative,TAMKO's Wher you make your final cut at the roof's edge,flip any pieces that Moisture Guard Plus-self-adhering waterproofing underlayment may are 8 in,or longer back onto the roof.These pieces can be worked be used.in lieu of the cemented felts. in an where without creating zippers or color variations. O •Do not align joints of shingle courses when working.in cut 7•MANSARD ROOF OR STEEP.SLOPE ROOF pieces.Joints should be no closer than 4 In.from one another. if the slope exceeds 21 in.per foot(60),each shingle must be sealed with TAM-PRO SBS Adhesive orTAMKO Tam-Seal Adhesive immediately upon installation.Spots of cement must be equivalent in size to a$.25 piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners to /a" per shingle.See Section 3 for the Mansard fastening Pattern. 8.BE-ROOFING ou° t6�3te taxa 291. Before re-rooting,be certain to inspect the roof decks.Ali plywood „ shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing ; Fis ara^ 23'` roof.Replace all missing shingieswith neer ones to provide a smooth .rake Ulf I base. Shingles that are buckled usually indicate warped decking ta319^. — or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip.edge metal Sth con 2a^ tasra� and replace with new, alh wut6�lE' If re-roofing over an existing roof where new flashing is required am can 23- to protect against ice dams(freeze/thaw cycle of water and/or the 2nd CCUSe29 backup of water in frozen or clogged gutters),remove the old roofing 29 1 a�rc°t 6e Fuifto a point at least 24 in. beyond the interior wall line and apply to-are' TAMKO's Moisture Guard Pius"waterproofing undedayment.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. CN)w+r at sxvse'a#'r,6 w ms.e r3'w4 a 101'A' �'r�a:n c to avxl un°swmt.eazl aeThe nesting,procedurer described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in,exposure. See description below: i Starter Coude: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 N y++ d=-ov,m wish ut9 k+,,—,n rFa enough to carry.water off into the gutter.If this"is not the case, Mke c cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. Firs Course,Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the ttenfv+a rh,r.3.m .b+ra+.tiG,n9i NOTE:u>�t�v,.�°„,t•d®iu,,,�^ ,ai. .kmg 1. butts of the existing third course.This course must also be applied cntpieeca,.tomn stW WC eb nn ueser roan a-from con manK+. evenly along the eaves edge of the new starter strip. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11109 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th SL, Tuscaloosa,AL 35401 800-228-2656 tank®Com Southwest District 7910 S Central Exp Dallas TX 75216 800-443-18'4 Western District 5300 East 43rd Ave., Denver CO 80216 Z00-530-8868 TANKil (CONTINUED from page 3) . HERITAOr 30 BUIL.DINfI PRODUCTSLAMINATED ASPHMT SHINGLES Dallas, TX .Tuscaloosa,AL• Phillipsburg, KS * Joplin, Ma S and and uccgedina Courses: Remove 10-3/8 in. from the FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE rake End of the first shingle in the second course,and continue CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. with f All width shingles for the remainder of the course, placing the too edge of each new shingle against the butt edge of the old �papyc•lw'Lme shin i in the course above.This method should create an ex osure "`'T'"""''''° g p of pLul Fps;,Mti:tvm of 5-5f8 in.after the first course.When beginning the succeeding Guva f7�s pr 5a m. exran v w heawrW ra.roolca3\ / mxl of�innu tours Is continue to follow the Heritage application instructions. r:<te7demJVInll!e - t2--ta"L�yoreJ (See section 5). Existing shingles j,,- j" Undetayr-en1 �,� 6'kis tnlawripm ti Drip edg1 e E, ? Psce trr Vt srin�.'e cn:!n eaii�.at r ��'1 i•, �,� die veltrni aim+yh 2 m t—b,.k f,,..t � � \f' s `'�Drlpedge fismr^bpycc'ntenpapnaan�. Now Shingles' <S�`r ,, _/ avtMicpis'vnyie. �` \ `' y 1®.THIP AND MCC FASTMING DETAt6 55/II" 55/8"exposure exposure ' ;, .,.y; I Apply the shingles with a 5 in.exposure beginning at the bottom I of the hip or from the end of the ridge opposite the direction of the 9.V CY APPI61CATION prevailing winds.Secure each shingle with one fastener on each side, 5-1/2 in.back from the exposed end and 1 in.up from the edge. Over toe shingle underlayment,center a minimum 36 in.wide sheet of TAMKO Nail-Fast',Moisture Guard Plus'or a minimum 50 ib.roll TAMKO recommends the use of TAMKO Hip & Ridge shingle roofin6 in the valley.Nail the felt only where necessary to hold it in products.Where matching colors are available,if Is acceptable to place and then only nail the outside edges. use TAMKO's Elite Glass-Seal shingles cut down to 12 in.pieces. W—R-O tO�T N'0 PRIOR TO INSTALLATION WARM SHINGLES TO Fasteners should be 1/4 in.longer than the one used for shingles PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE SHINGLES TO FORM VALLEY. TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE After Dalley flashing is in place: BENDING SHINGLE IN COLD WEATHER. • Ipply the first course of shingles along the eaves of one of the Direction of prevailing wind it tersecting roof planes and across the valley. Start s°exposure Note:For proper flow of water over the trimmed shingle,always here-- tit siart applying the shingles on the roof plane that has the lower r ' Fastener • Ls ape or less height, � f r-5-1/2° end the end shingle at least 12 in.onto the adjoining roof. ' �± Start Apply succeeding courses in the same manner,extending them - here 5".exposure aI6ss the valley and onto the adjoining roof. • Plressthe shingles tightly into the valley. THESE ARE THE MANUFACTURER'S APPLICATION • Jsenormalshinglefasteningmethods. INSTRUCTIONS FOR THE ROOFING CONDITIONS -1 DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES Nate:No.fastenershouldbewithin6in,ofthevalleycenterline, NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING and two fasteners should be placed at the end of each shingle DEFECTS RESULTING FROM FAILURE TO FOLLOW THE crossing the valley. MANUFACTURER'S INSTRUCTIONS. • Tlo 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 chaikline over the TAMKOO,Moisture Guard PtusM,Nail c=ast©,TAM-PROM and Heritagesf are registered P trademarks of TAMKO Building Products,Inc- shingles for guidance. was included In these application�instructions s current at time of printing:To • To complete the valley, apply shingles on the adjoining roof obtain a copy of the mast current version of these application instructions;visit us online plane by,positioning the tip of the first shingle of each row at at tamko.com or tail us at 800=641-4691. the 2 in,point from the centerline where the edge of the vertical S Ingle has been applied,covering the vertical shingle. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09 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 talTllCO COI11 Southwest District 7910 S Central Exp Dallas TX 75216 800-443-1834 Western District 5300 East 43rd Ave Denver CO 80216 800-530-8868 z Florida uilding Code Online Page I of 4 16, ,h4tI C ,1 .r;r SCIS Hone Log In User Registration Hot Topics Submd Surcharge Stats&Facts Publications F8C Staff SCIS Site Map Urds Search B.usiness,� 1' k- l ' Product Approval Professional X44— USER:PublicUs>r P dltt AndnYal Mann>P"00'or A'n;—tion Search>kml:cakion I.rat>Application 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 TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerrl Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By Robert J.M.Nieminen,PE Y Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/17/2015 h-ttp://ivtvw.floridabuilding.org/p r/pr� app dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 3/2-3/2016 Florida Building Code Online Page 2 of Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Summa of Products FL# Model,Number Description or Name 1956.1 1 Elite Glass-Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in s56 f#12 C CAC FI-1.956 R11_CCAC Tamko Sore Csirif FL 1956 201 S udf HVHZ:No FL1956 R12 C CA(. tJL ctirtihcition�0-11 12^r!+ Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes, 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A F_L.1I s R12 11 Gi 1,55 fiPal Elite Giass_Sesl_epp inst.p f 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 5ery Conf FL 1956 2015:pdf HVHZ:No FL 95§ R12 C.CAC UL certifcgai in,LQ jj.:. pdf Approved for use outside Quality.Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation instructions Design Pressure:N/A r� SC��I I? II Glass 5eai Elite Giass_Seai arca 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 iny195§_q2_C 94956 R11 C Clac. Trmko Ser� rlf�195y ?O1S rst HVHZ:No W956 R12 C CAC UL c rtiflraiian 10-11 i?.odf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A �r X56 R _tL. ir�S1R D F ) P app ins adr Other:Asphalt shingles F156 R2?II h1i [agap,O InSt,p;if shall be usedonly.on roof x, 955 F-1;_I .`rrlt3Sx� sn t•l�df slopes of 2:12 or greater. Verified By:Robert 1.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 &L9_56 R12 C CAC 195'3 P.11 C CAC Tarnko Sery Conf FL 1955 '01S,paf HVHZ:No EL956 R12.0 CAC UL cartificatioa 10-22 12.odf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1?56 Ri?SFyzri 0 ac. i anri 1 f Other:Asphalt shingles E_U,2_5§__R_1Z_1LbLe nage0 ap�a_r1st fprlj 10 prlr 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: 1956:5 Heritage 50 A dimensional asphalt,shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956_a R.12 C CA�j 19.65 Rl_l C C+zC Zar�� levl v Co L 1956 0'S.pAf HVHZ:No FL1ySE�R2 G CnC_U�ccr jficatior5 10-x1-12.odf Approved for use outside. Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1<956 R12 11 heritacie 50 apo inst april 10.odf Other:Asphalt shingles FL-1056 R12 11 heritage 50 ono inst f aarif 10.)df 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: http://w.�yt .floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgs%2finGFoyT6,.. 3/2312016 Florida Building Code Online Page 3 of 4 1956,6 Heritage Premium A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 PCC CAC Tanko Sery Conf FL 1956 201S.df HVHZ:No FL1956 P,12 C CA..0 UL certification 10-11-12,pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1,956 R12 II Hpritacq Premium 0 P app i�st.odf Other:Asphalt shingles FLI956 R 2 II Heritage Premiurri F app Inst.L)df shall be used only on roof FLIg56 R12 11 Heritacie P mium T apo 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: 1956,71 Heritage Vintage A heavy weight 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 HVHZ:No FL1956 R12 C CAC UL shingle matrix. df Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FI-1956 R12 ft Heritage Vintage apo Inst.pdf Other:Asphalt shingles Verified By:Robert].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 Vintage Hip and ridge shingles 12 X 12 Hip and Ridge Limits of Use Certification Agency Certificate Approved for use in FU956 R12 C CAC FL1956 R11 C CA 4 T_.arnkp SersConf FL 1856 2015•pdf HVHZ:No FU956 R12 C CAC UL sningle matrix MIF Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL19�6 R12 Il TAF1Kp(a) fiaritageo 12 x 12 Hip and Ridge Application Irtstrucrigns pdf Other:Asphalt shingles Verified By:Robert 1.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. 1956.9 Heritage A dimensional asphalt shingle. Woodgate Limits of Use Certification Agency Certificate Approved for use in FL19561R 2 C CAC FL1956 RI I C CAC Tamko Sery Conf FL 1956 2015 pqf HVHZ:No FL1956 R�?_C AC UL certification 10-11-12.odf Approved for use outside Quality Assurance Contract Expiration bate HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 R12 II Heritage Woodgate 0 app inst.pdf Other:Asphalt shingles FI-19% R.12 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 Nails must be used as the Evaluation Reports method of attachment, Created by Independent Third Party: 1956.10 Heritage XL A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in ,F 56 R12 C CAC FL 91 56 Rl l C CAC Tamko 5e vyCConf FL 1956 2015 pnf HVHZ:No FL1956 R12 C CAC UL certification 10- 1-12.pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A F1_1956 R12 II Heritage xl app inst d april 10.odf Other:Asphalt shingles FL1956 R12 II heritage xi 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 Parry: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 &J9515 L R12 C CAt' EL 1956 RI I�C 9AC Tamko Sery Conf FL 1,256 2015,pd HVHZ:No F 5 R12 C CAC UL certification 10-11-12.pdf http://w i w .floridabuilding.ora/pr/pr_app_dtl.aspx?pa-ram�vGEVXQwtDgs%2finGFoyT6... 3/23/2016 i Florida Building Code Online Page 4 of 4 Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL.a5 R I! 1?.25xiZ HIP and giLe.pdf Other:Hip and Ridge FL1.95G R12 II 12 x lli ilio Rid: Application Instructions for TEANjKO HERITAGE* 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX •Tuscaloosa, AL a Phillipsburg, KS • Joplin, MO THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAM I O BUILDING PRODUCTS,INC:ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FRO tyI FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. 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. P RTANT It is not necessary to remove the plastic strip from the back of the shingles. 1.ROOF BECK 3.FASTENERS Th': shingles are for application to roof decks capable of receiving WIND CAUTION: Extreme wind velocities can damage these and retaining fasteners,and to if of not less than 2 in.per foot shingles after application when proper sealing of the shingles For ropfs having pitches 2 in.per foot to less than 4 in.per foot,refer does not occur.This can especially be a problem if the shingles to special instructions titled"Low Slope Application".Shingles must are applied.in cooler months or in areas on the roof that do not be applied properly.TAMKO assumes no responsibility for leaks or receive,direct sunlight.These conditions may impede the sealing defers resulting from improper application, or failure to properly of the adhesive strips on the.shingles.The inability to seal.down preps a the surface to be roofed over. may be compounded by prolonged cold weather conditions and/ NEW OOF TI DECK CONSTRUCON;Roof deck must be smooth, or blowing dust.In these situations,hand sealing of the shingles is dry d free from warped surfaces.It is recommended that metal recommended.To insure immediate sealing,apply 4 quarter-sized drip edges he installed at eaves and rakes. dabs of TAM-PRO"'Premium SBS Adhesive or TAMKO Tam-Seal Adhesive on the back of the shingle 1 in.(25mm)and 13 in.(330mm) PL Odd:All plywood shall be exterior grade as defined by the in from each side and 1 in. (25mm) up from the bottom of the Engineered Wood Association.Plywood shall be a minimum of 3/8 shingle.Press shingle firmly into the adhesive.For maximum wind in.thi kness and applied in accordance with the recommendations resistance along rakes,cement shingles to the underlayment and of the Engineered Wood Association.. each other in a 4.0.(102mm)width of TAM-PRO SBS Adhesive or SHEATHING BOARDS; Boards shall be well-seasoned tongue- TAMKO Tam-Seat Adhesive.,Caution:Apply ONLY a thin uniform and-groove boards and not over 6 in.nominal width.Boards shall layer of adhesive less than 1/8 in.(3mm)thick.Excessive amounts be a I in. nominal minimum thickness. Boards shall be properly can causeblistering of the shingles and may soften the asphalt in spaZUTIMATION and nailed. certain underlayments resulting.in the asphalt flowing,dripping and staining.Shingles must also be fastened according to the fastening ,E. instructlons described below. Inade uate ventilation of attic spaces can cause accumulation of Correct placement of the fasteners is critical to the performance moisture in winter months and a build up of heat in the summer. of the shingle. if the fasteners are not placed as shown in the These conditions can lead to: diagram and described below,this will result in the termination of TAMKO's liabilities under the limited warranty.TAMKO will not be 1.Vapor Condensation responsible for damage to shingles caused by winds in excess of 2.Buckling of shingles due to deck movement. the applicable mph as stated in the limited warranty. See limited 3.Rotting of wood members. warranty for details. FASTENING PATTERW.Fasteners must be placed 6-1/8 in.from 4.Premature failure of roof, the bottom edge of the shingle, penetrating through the common To insure adequate ventilation and circulation of air,place louvers bond,and located horizontally as follows: of sufficient size high in the gable ends and/or Install continuous 1)Standard Fastening Paftem.(For use on decks with slopes 2 in. ridge and soffit vents. FHA minimum property standards require per foot to 21 in,per foot.)One fastener 1 in.back from each end onesquare foot of net free ventilation area to each 150 square feet and one 13-112 in.back from each end of the shingle for a total of 4 of spa::e to be vented,or one square foot per 300 square feet if a fasteners.(See standard fastening pattern illustrated below). vapor barrier is installed on the warm side of the ceiling or if at least one If of the ventilation is provided near the ridge.If the ventilation STANDARD FASTENING PATTERN openir gs are screened,the total area should be,doubled. FASTENERS NAILZONE COMMON T BONG IT IS PARTICULARLY IMPORTANT TO PROVIDE T ADEQUATE VENTILATION. EXPOSUFES-5/S° 1"-►' �- 12-1/2"-+f a-12-3/8"--+- 12-1/2"-++ �-V' (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 1V09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800=368-2055 1 Southeast District. 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 t mko om Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-"3-1834 Western District 5300 cast 43rd Ave Denver,CO 80216 800-530-8868 '� (CONTINUED from page 1) LITLAIM, KO HERITAGIr30 BUILDING PRODUCE'S LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO 2) MI nsard Fastening Pattern. (For use on decks with slopes be a minimum of 1-1/4 in.for new construction and 1-1/2 in. for greater than 21'in.per foot.)One fastener 1 in,back from each end reroofing thus allowing a minimum deck penetration of 3/4 in.The and one fastener 8-1/2 in.back from each end and one fastener 16 crown of the staple,must be parallel to the length of the shingle. in.back from each end for a total of 6 fasteners per shingle.(See The staple crown should be driven flush with the shingle surface. Mansard and High Wind Fastening Pattern illustrated below.) Staples that are crooked,underdriven or overdriven are considered MANSARD AND HIGH WIND FASTENING PATTERN improperly applied. FASTENERS NAIL ZONE Properly Driven Improperly Driven COMMON urr*rd") ovsv nwil cwohea BOND Asph,�ll —Shfnples F SURE 5.58" D&CW i \ �9 'aij,fF�-trz`.}.-T-�2'-�7.3ht�sl+-7-12'�►}P7^112"-+{ fit` j�„m� 3) High Wind Fastening Pattern. (For High Wind Application CA�_QbL-ALL FASTENERS MUST BE DRIVEN INTO THE NAIL requirements)One fastener 1 in.back from each end.One fastener ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 8-1/2 in.back from each end and one fastener 16 in.back from each 4.ON®ERIaAYl11�N'f' end for a total of six(6)fasteners per-shingle.In addition to this shingle fastening pattern requirement for High Wind Application,TAMKO UNDERLAYMENM An underlayment consisting of asphalt saturated also requires the use of the following TAMKO products: TAMKO felt must be applied over the entire deck before the installation of felts or underlaymems;TAMKO Moisture Guard Plus underlayment TAMKO shingles.Failure to add underlayment can cause premature at all eaves,rakes,and valleys;TAMKO or TAM-PRO cements and failure of the shingles which is not covered by TAMKO's limited coatir,gsproductswhererequired:TAMKOventilationwhelerequired, warranty.Apply the felt when the deck is dry. On roof decks 4 in. TAMKO starter shingles if available in area,and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves lapping each shingles installed on all hips and ridges.Along rakes,cement shingles course of the felt over the lower course at least 2 in.Where ends to the underfayment and each other in a 4 In.(102 mm)width of TAM- join, lap the felt 4 in. If left exposed. the underlayment felt may PRO OBS Adhesive or TAMKO Tam-Seal Adhesive:Also,see local be adversely affected by moisture and weathering. Laying of the building codes for proper nailing application.High Wind Application underlayment and the shingle application must be done together. is offered on new construction or complete tear-off applications only, products which are acceptable for use as underlayment are: It is not offered for recover applications. If High Wind Application requirements are not followed,the High Wind Application Warranty - TAMKO No.15 Asphalt Saturated Organic Felt MPH, as stated on Table I in the.Limited Warranty, reverts to the - A non-perforated asphalt saturated organic felt which meets Standard Application Wind Warranty MPH limit.(See Mansard and ASTM:D226,Type I or ASTM D4869,Type 1 High Wind Fastening Pattern Illustrated above.) - Any TAMKO non-pgrforated asphalt saturated organic felt NAILS:TAMKO recommends the' se of nails as the preferred method - TAMKO TW Metal and Tile Underlayment,TW Underlayment of application. Standard and Moisture Guard Pius (additional ventilation may be pp typo roofing nails should be used. Nail required.Contact TAMKO's Technical Services Department 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 for more information,) 3/4 in,into the roof deck.Where the deck is less than 314 in.thick, In areas where ice builds up along the eaves or a back-up of water the nails should be long enough to penetrate completely through from frozen or clogged gutters is a potential problem,TAMKO's plywood decking and extend at least 1/8 in.through the roof deck. Moisture Guard Plus'waterproofing underlayment(or any specialty Drive Dail head flush with the shingle surface. eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent ProPmry.Om2m ImproparlyDr�van water damage.Contact TAMKO's Technical Services Department t 3/8'min dlmrt[ler undarifrlvrll aveMrtvan crootod s - for more information. AsPhil TAMKO does not recommend the use of any substitute products ^ --—kms as shingle underlayment. ur aew. Inser�uan toad�p.ddc �adCtlnole S.APPLICATION INSTRUCTIONS affil lhr.^®;t^`^"g'.`"`ra`° pm6u.W1 `N°`W gh" ar h—go STARTER COURSE;A starter coarse may consist of TAMKO Shingle Starter,self-sealing.3-tab shingles or a 9 inch wide strip of mineral STAPL S:If staples are used in the attaching process, follow the surface roll roofing.If self-sealing 3-tab shingles are used,remove above instructions for placement'.All staples must be driven with the exposed tab portion and install with the factory applied adhesive pneumatic staplers.The staple-must meet the following minimum adjacent to the eaves. Attach the starter course with approved dimensional requirements.Staples must be made from a minimum fasteners along a line parallel to and 3 in.to 4 in.above the eaves 16 gauge galvanized wire.Crown width must be at least 15!16 in. . edge.The starter course should overhang both the eaves and rake (staplelrown width is measured outside the legs).Leg length should edges 114 in.to 3/8 in. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691" 11/09 Visit Our Web Site at Northeast District 4500 Temko Dr., Frederick,MD 21701 800-368-2055 I Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko Codi Southwest District 7910 S Central Exp Dallas,TX 75216 800-443-1834 f Western District 5300 East 43rd Ave. Denver CO 80216 800-530-6868 i (CONTINUED from page 2) TAMKO HERITAGE" 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLCS { Dallas, TX •Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO SHINGLE APPLICATION:Start the first course with a full size shingle S.LOW SLOPE APPI61CATION and overhang the rake edge 114 in.Cut 10-3/8 in.from a full shingle On pitches 2 in.per foot to 4 in.per foot cover the deck with two layers to fo a shingle 29 in.long.Use this to start the second course(see of asphalt saturated felt.Begin by applying the felt in a 19 in.wide strip diagr m below).Cut a 23 in.long shingle to start the third course.Use along the eaves and overhanging the drip edge by 1/4 to 3/4 in.Place the remaining 16-3/8 in.piece ofshingle to start the fourth course and a full 36 in,wide sheet over the 19 in.wide starter piece,completely use the remaining 10-3/8 in.piece to begin the fifth course.Continue overlapping it.All succeeding courses will be positioned to overlap the up to rake in as many rows as necessary using the same formula . preceding course by 19 in.if winter temperatures average 25°F or less, as owlined above.The butt of the shingle should be aligned with thoroughly cement the felts to each other with TAM-PRO or TAMKO the to edge of the.sawtooth of the underlying shingle for a 5-5/8 in. Plastic Roof Cement from eaves and rakes to a point of a least 24 in. expoure(see shingle application drawing illustrated on this panel). inside the interior wall line of the building.As an alternative,TAMKO's When you make your final cut at the roof's edge,flip any pieces that Moisture Guard Plus''self-adhering waterproofing underlayment may are 81 :or longer back.onto the roof.These pieces can be worked be used in lieu of the cemented felts. in an;,here without creating zippers or color variations. �1f3J� Do not align joints of shingle courses when working in cut 7•MANSARDROOF OR STEEP SLOPE ROOF piece Joints should be no closer than 4 in.from one another, If the slope exceeds 21 in.per foot(60),each shingle must be sealed with TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive immediately upon installation.Spots of cement must be equivalent in size to a$.25 a a piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners 10-/8" per shingle.See Section 3 for the Mansard Fastening Pattern. 8.8&ROOFING 10-3l8n 29" Before re-roofing,be certain to Inspect the roof decks.All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing fs1a° roof.Replace all missing shingles with new ones to provide a smooth ralIk ' 'Full. '— base. Shingles that are buckled usually indicate warped decking to 3/8' or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal 5th coos f 23^aeare•; and replace with new. 41hcoums I If re-roofing over,an existing roof where new flashing is required aid coura! 3" _ to protect against ice dams(freeze/thaw cycle of water and/or the 2nd cou,sl 2929" backup of water in frozen or clogged gutters),remove the old roofing nm1 to a point at least 24 in. beyond the interior wail line and apply ISI SQ1' 10-3/8' TAMKO's Moisture Guard Plus"waterproofing underlayment.Contact Oetic —� TAMKO's Technical Services Department for more information. Measurements will varywhen nesting over an existing 5 in.'exposure single roof:Call TAMKO Technical Services for further information, U Yw ht cLu-.a 0*'4k w."a«c 25•v N a 10 XT �•[ -=C. v� Qb°ma•a��rs� The nesting procedure described below is the preferred methodfor a tG 9a•1°:V�!c s = reroofing over existing metric size shingles with a 5-5/8 in.exposure. =� See description below: zH $tarter`Qgy.yc: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 f shingle strips cut to height as above,evenly along the existing roof at the eaves.The existing roof should overhang the eaves far PaSiat,54-utcm wi�i a tug r�rr�,uryJn 2,"...�.+�n,�,•:ios:e-:�r.,ro3�-k-,.,:�. enough to carry water off into the gutter.if this is not the case, A4,'nU tan+II ,UtroQ 6N,jb3 wpm two tY49 cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. 3c°" °"""� °"`""'`°""°'� ""°"" ""r'"` first Course:.Remove an amount from the butt edge of a full-size .!mal nn e+m+.s..d,,..at+n�y tom.a.,,a;..5`u<trs� � g °tx^°'•^'^°°V: n K"W. shingle so that the remaining portion of the shingle fits between the o:7p h.lna'tln9� aorE;o.—Irdlonla"e.°,.nngtacowsaawt.,.w+a gln butts of the existing third course.This course must also be applied C41 VW .JOMCn shote he nn d—,non a•1-1-1 evenly along the eaves edge of the new starter strip. (continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09 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 eom Southwest District 7910 S Central Exp Dallas TX 75216 800-443-1834 lWestern District 5300 East 43rd Ave., Denver CO 80216 800-530-8868 3 I a' (CONTINUED from page 3) TAMKO HERITAGE® 30 B91LDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas,TX •Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO I Second and Succeeding Courses: Remove 10-3/8 in. from the FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE rake end of the first shingle in the second course, and continue CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. with full width shingles for the remainder of the course, placing the tO edge of each new shingle against the butt edge of.the old lafoyp nt rcne shingle in the course above.This method should create an ex osure ""M.—zs` P of rayl rust.nnclsl� of 5-5r8 in,after the first course.When beginning the succeeding "'r'�°50"' or hean2r,C'1 mot ctrl of W1m{Yo coursgs continue to follow the Heritage application instructions. cYtdwe" lona (See section 5). 12•-18teyonen� Existing shingles,..•,:., >"'" ^ Undalayt-snl -``..;� tw tusteneus,cnt,m T� 6`G�tn:e:icta 5 5/8'. � Drip edge,, 1\; cd}�ne tha vcRticW sl ng�.2 incites back j'�, ``-Dftpedge trom»paycentennznracorerinq Nett's iingles, �, `-4, �/;6:rJ tha vcticai GiunS�e. 5 5/8' =�' f 5 5/8"exposure 10.HIP AND RIDGE FASTENING DCTML exposure: I Apply the shingles with a 5 in.exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the 9.VA66EY AOPGICATIDII prevailing winds.Secure each shingle with one fastener on each side, 5-1/2 in.back from the exposed end and 1 in.up from the edge. Overt a shingle underlayment,center a minimum 36 in,wide sheet TAMKO recommends the use.of TAMKO Hip & Ridge shingle of TAM aviO Nail-Fast`,Moisture Guard Plue or a minimum 50 Ib.roll products.Where matching colors are available,it{s acceptable to roofing in the valley.Nail the felt only where necessary to hold it in use TAMKO's Elite Glass-Seal shingles cut down to 12 in.pieces. place d then only nail the outside edges. tMP9qMW.PRIOR TO INSTALLATION WARM SHINGLES TO Fasteners should be 1,4 in.longer than the one used for shingles PREVENT DAMAGE WHICH.CAN OCCUR WHILE BENDING IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE SHINGLES TO FORM VALLEY. TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE After valleyflashing:is in place: BENDING SHINGLE IN COLD WEATHER. • Apply the first course of shingles along the eaves of one of the Direction of prevailing wend intersecting roof planes and across the valley. Start 5"exposure Note:For proper flow of water over the trimmed shingle,always here-- t" start applying the shingles on the roof plane that has the lower 5. slope or less height. n '\�\�!�Fastener • Extend the end shingle at least 12 in.onto the adjoining roof. I t; ' start " Apply succeeding courses in the same manner,extending them here 5"exposure across the valley and onto the adjoining roof. • Pr the shingles tightly into the valley. THESE ARE THE MANUFACTURER'S APPLICATION a • Usenonnalshinglefasteningmethods. INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES Note:No fastener should be within 6.in.of the valley centerline, NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING an two fasteners should be placed at the end of each shingle DEFECTS RESULTING FROM FAILURE TO FOLLOW THE crossing the valley. MANUFACTURER'S INSTRUCTIONS. • To he 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, snapa chalkline over the TAMKOO,Moisture Guard Plush.Nail Fast©,TAM-PROD and Heritagec9rare registered shilgles for guidance. tradernaeks of TAMKO Building Products,Inc. { Information included in these application instructions was curtent at time at panting.To • To complete the valley, apply shingles on the adjoining roof obtain a copy of the most current version of these application instructions,visit us online plahe by positioning the tip of the first shingle of each row at at tamko.com or call us at 800-6541-4691. then in.point from the centerline where the edge of the vertical shigle has been applied,covering the vertical shingle. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09 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 tH koxom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 Q I