HomeMy WebLinkAboutProduct Approval 2"
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ida Building Code Online http ...
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FL# -FL16048-R3 r
Application Type Revision SEPI ZO��
Code Version 2014
Application Status Approved PER% j',rTJ1lG
St. Lucie County, rL
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
(201)842-2449
david.njiz@tribuiltmaierlaisgroup.com
Authorized Signature David Ruiz
david.ruiz@tiibuiltmateriaisgroup.com
.Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,N3 07073
(201)842-2449
david.ruiz@tribuiltmaterlaisgroup,com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underiayments
i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By Sohn W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048_R3COI 2015 01 COI Nieminen. df
Referenced Standard and Year(of Standard) Standard Year
ASTM 01970 2009
ASTM G15S 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
I of 2 5/24/2016 9:58 AM
ida Building Code Online https://www.floddabuilding_ptg/pr/pr_app dd.aspx?param=wGEVX...
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method i Option D
Date Submitted 10/08/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2415
Summary_of Products
z FL# Model Number or Name Description
16048.i TRI-BUILT Roof Underlayments l Self-adhering,modified bitumen roof underiayments j
Limits of Use Installation Instructions
Approved for use in HVMZ:No F1_15041R3 tII 2415 14 FINAi_ER Ml-
Approved for use outside HVHZ:Yes BUILT UfyDERL�IYM NTE S FC16og$R3,pdf 1
? Impact Resistant:NIA Verified By:Robert Nieminen PE-59166 j
Design Pressure:+N/A/-45 ! Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use 1 Evaluation Reports
of foam-on the systems overtop the self-adhering F116048 R3 AE--20_5�4 FINAL ER TRI- E
underiayment for one particular application.See ER Section ?BUILT UNDERtAYMENT5 FL36048_g3 pdf
5.6 for details.2,)Refer to ER Section 5 for other Umits of i Created by Independent Third Party:Yes
i Use.
8arir S;Wl
rMaCLUS::+940 North Monrog turn t Ta-ham' ,yl„�1,^yg�Mfla:8504874824
The State of Florida Is an AAIEEO employer. "aa statement:;Access v 5tete0tlpt;:geNnd scylotttern
i
Under Florida taw,.emal addresses are public records.If you do not want your e-mal address released in response to a pub0o-reo0rds request,do not send electronic
mal to this entity.Instead,contact the office by phone or by traditional maL If you have any questions,please contact 854.487,139S.*Pursuant to Section
455.27S(1),Florida Statutes,eifedlve October 1,2012,licensees licensed under Chapter 4SS,F.S.must provide the Department with an emal address r they have
one.The ornals provided may be used forofficial communication with the licensee.Howeveremal addresses are public record.If you do not wish to supply a
• personal address,please provide the Department with an ental address which can be made avallatle to the public.To determine r you are a licensee under Chapter
455,F S.,please dicktl M.
Product Approval Accepts:
i
I
I
if 2 5/24/2016 9:58 AM
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
IT#13
Q 1 ER® 353 CHRISTIAOX ORD,,CTN 6478
1 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;10/2S/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 Sth 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
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity)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 S.
Prepared by:
i�
1•:T:
RobertJ.M.Nieminen,P.E. The facsimile seal appearing was authorized tyRobert Nieminen.
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
Produa Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ,ERD
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 G355 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TA5103 1995
3. REFERENCES:
Entitv Examination Reference Date
ERD(7576049) 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 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(T5T6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R3 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
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 Underlayments:
4.1.1 Tri-Built Sand-R SA Shingle Uriderlayment 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,585 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,LLC. Evaluation Report A42960.10.12-R3
Certlfkate of Authadradon#9503 FL16048-R3
Revision 3:20/08/2015
Page 2 of 5
I1 X81 � �
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 OPTIONS
Asphalt Woad Shakes
Underlayment Nall-On The Foam-On Tile Metal Slate
ym Shingles &Shingles
Trl-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
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 the adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
> Tri-Built S/A HT TU Underlayment with 3M1 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBondlm 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:
�o 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:
D 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,U.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/06/2015
Page 3 of S
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/TRl 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.
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 Trl-Built Sand-R SA Shingle Underlavment,Tri-Built SIA 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,U.C. Evaluation Report A42960.10.12-R3
Certi/trate of Aufhorliatlon#9S03 F1.16048-113
Revision 3:10/08/2015
Page 4 of S
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.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALM 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
Certfjkate of Authorkatlon#903, FL16048-R3
Revision 3:10/08/2015
Page 5 of 5
orida Building Code Online https://wwwfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw..
I HIM
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Flopda Debar meld SCIS Home ± Log In User Registration i Hot Topics Submit Surcharge Stats a Facts I Publications ; FBC Staff 1 SCIS Ste Map I Links i Search
Busihess� � a Product Approval
Professional USER:PubOcUser
Regulation
ppduct Appmval Menu>eruct or App tion Search>Application Ust>Appgcation DetaB
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.
RECD&I v,
Comments
Archived J
SEP q �� g
a7C
Product Manufacturer TAMKO Building Products,Inc. PEI-'t&r7gt.s
Address/Phone/Email PO Box 1404 Si. Lucie coL:n t,. i=f_
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kerr!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
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
f4 6/9/2016 10:58 AM
)ridaBuilding Code Online https://wwwfloridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQW..
Product Approval Method Method 1 Option A
Date Submitted 09/17/2015
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 Elite Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf
Approved for use outside FL1956 R12 C CAC UL certification 10-11-12.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II Glass Seal Elite Glass Seal app inst.pdf
used only on roof slopes of 2:12 Verified By: Robert Nieminen 59166
or greater.Nails must be used as Created by Independent Third Party: No
the method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.2 Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf
Approved for use outside FL1956 R12 C CAC UL certification 10-11-12.df
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II Glass Seal Elite Glass Seal app inst.pdf
used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166
or greater.Nails must be used as Created by Independent Third Party: No
the method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.3 Heritage A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1956 R12 C CAC FL1956 R1 C CAC Tamko Sery Conf FL 1956 2015.pdf
Approved for use outside FL1956 R12 C CAC UL certification 10-11-12.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A .09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II Heritage D F ] P app inst.pdf
used only on roof slopes of 2:12 FL1956 R12 II Heritage.F app inst.pdf
or greater. Nails must be used as FL1956 R12 II Heritage T app Inst.Ddf
the method of attachment. Verified By: Robert J.M. Nieminen FL 59166
Created by Independent Third Party:No
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 HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf
Approved for use outside FL1956 R12 C CAC UL certification 10-11-12.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II heritage 30 app Inst april 10.pdf
used only on roof slopes of 2:12 FL1956 R12 II heritage 30 app Inst f april 10 pdf
or greater.Nails must be used as Verified By: Robert Nieminen PE 59166
the method of attachment. Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
1956.5 Heritage 50 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pd
Approved for use outside FL1956 R12 C CAC UL certification 10-11-12.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 109/17/2018
f 4 6/9/2016 10:58 AM
Drida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQw..
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II heritage 50 app Inst april.10.pd
used only on roof slopes of 2:12 FL1956 R12 II heritage 50 ago Inst f april 10.pdf
or greater.Nails must be used as Verified By:Robert Nieminen PE 59166
the method of attachment. Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
1956.6 Heritage Premium A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pd
Approved for use outside E1,1956 R12 C CAC UL certiflcation 10_11-12.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II Heritage Premium D P app inst.pdf
used only on roof slopes of 2:12 FL1956 R12 II Heritage Premium F app Inst.pdf
or greater. Nails must be used as FL1956 R12 II Heritage Premium T apo inst.pdf
the method of attachment. Verified By: Robert Nieminen 59166
Created by Independent Third Party: No
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 HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf
Approved for use outside FL1956 R12 C CAC UL shingle matrix.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II Heritage Vintage app instpdf
used only on roof slopes of 2:12 Verified By: Robert J.M.Nieminen PE 59166
or greater. Nails must be used as Created by Independent Third Party: No
the method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.8 Heritage Vintage Hip and ridge shingles
12 X 12 Hip and
Ridge
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf
Approved for use outside FL1956 R12 C CAC UL shingle matrix.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II TAMK0@ HeritageO 12 x 12 Hip and Ridge Application Instructions.pdf
used only on roof slopes of 2:12 Verified By: Robert J. M.Nieminen PE 59166
or greater.Nails must be used as Created by Independent Third Party: No
the method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.9 Heritage Woodgate A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pd
Approved for use outside FL1956 R12 C CAC UL certification 10-11-12.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II Heritage Woodgate D app inst.odf
used only on roof slopes of 2:12 FL1956 R12 II Heritage Woodgate_F_-app inst.pddf
or greater.Nails must be used as Verified By: Robert Nieminen 59166
the method of attachment. Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
1956.10 Heritage XL A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015.pdf
Approved for use outside FL1956 R12 C CAC UL certification 10-11-12.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A Installation Instructions
Other:Asphalt shingles shall be FL1956 R12 II heritage A app Inst d april 10.odf
used only on roof slopes of 2:12 FL1956 R12 II heritage A app inst f april 10.pdf
or greater.Nails must be used as Verified By: Robert Nieminen PE 59166
)f 4 6/9/2016 10:58 AM
oridaBuilding Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQW..
the method of attachment. Created by Independent Third Party: No
Evaluation Reports
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 HVHZ:No FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sery Conf FL 1956 2015,pdf
Approved for use outside FL1956 R12 C CAC UL certification 10-11-12.pdf
HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 09/17/2018
Design Pressure:N/A installation Instructions
Other:Hip and Ridge shingles FL1956 R12 II 12.25x12 Hip and__Ridge.pdf
shall be used only on roof slopes FL1956 R12 II 12 x 12 HipRidge Application Instructions.pdf
of 2:12 or greater.Nails must be FL1956 R12 II 12-1-4x12 HipRidge Sealant Dab Illustrations.pd
used as the method of FL1956 R12 II 12x12 HipRidge Sealant Dab Illustrations.edf
attachment. Verified By: Robert Nieminen 59166
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
9adc 1'—�I
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Convricht 2007-2013 State of Florida.::Prtvacy Statement::AccessibiRKStatement::Refund statement
Under Florida law,email addresses are public records.ifyou do not want your a-mal 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 mal.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 emalls 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 r you are a licensee under Chapter 455,F.S.,please click he[e..
Product Approval Accepts:
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f 4 6/9/2016 10:58 AM
Application Instructions for FORMERLY HERITAGES 30
TAMKO HERITAGEO
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLBS
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 3.FASTENERS
These shingles are for application to roof decks consisting of plywood WIND CAUTION: Extreme wind velocities can damage these
or sheathing boards capable of receiving and retaining fasteners,and shingles after application when proper sealing of the shingles does
to inclines of not less than 2 in.per foot.For roofs having pitches 2 in. not occur.This can especially be a problem if the shingles are applied
per foot to less than 4 in.per foot,refer to special instructions titled in cooler months or in areas on the roof that do not receive direct
"Low Slope Application".For roofs having pitches greater than 21 in. sunlight.These conditions may impede the sealing of the adhesive
per foot,refer to special instructions titled"Mansard Roof or Steep strips on the shingles.The inability to seal down may be compounded
Slope Roof".Shingles must be applied properly.TAMKO assumes no by prolonged cold weather conditions and/or blowing dust.In these
responsibility for leaks or defects resulting from improper application, situations,hand sealing of the shingles is required.To insure quicker
or failure to properly prepare the surface to be roofed over, sealing, apply 4 quarter-sized dabs of TAM-PROD SBS Flashing
Cement,TAMKO or TAM-PROD Plastic Roof Cement,or TAMKO
NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, Tam-Seal Adhesive,meeting ASTM D.4586,Type 1,on the back of
dry and free from warped surfaces.It is recommended that metal the shingle 1 in.(25mm)and 13 in.(330mm)in from each side and
drip edges be installed at eaves and rakes. 1 in.(25mm).up from the bottom of the shingle.Press shingle firmly
into the adhesive.For maximum wind resistance along rakes,install
PLYWOOD: All plywood shall.be exterior grade as defined by any TAMKO starter shingle including sealant or cement shingles to
APA - The Engineered Wood Association. Plywood shall be a the underlayment and each other in a 4 in.(102mm)width of TAM-
minimum of 3/8 in. thickness and applied in accordance with the PRO@ SBS Flashing Cement,TAMKO or TAM-PRO@ Plastic Roof
recommendations of APA-The Engineered Wood Association. Cement,or TAMKO Tam-Seal Adhesive.Caution:Apply ONLY a thin
SHEATHING BOARDS: Boards shall be well-seasoned tongue- uniform layer of adhesive less than 1/8 in.(3mm)thick.,Excessive
and-groove boards and not over 6 in,nominal width.Boards shall amounts can cause blistering of the shingles and may soften the
be a 1 in. nominal minimum thickness. Boards shall be properly asphalt in certain underlayments resulting in the asphalt flowing,
spaced and nailed. dripping and staining.Shingles must also be fastened according to
the fastening instructions described below.
2.VENTILATION Correct placement of the fasteners is critical to the performance of
the shingle.If the fasteners are not placed as shown in the diagram
Inadequate ventilation of attic spaces can cause accumulation'of and described below,this will result in the termination of TAMKO's
moisture in winter months and a build up of heat in the summer. liabilities under the Limited Warranty.TAMKO will not be responsible
These conditions can lead to: for damage to shingles caused by winds in excess of the applicable
1.Vapor Condensation mph as stated in the Limited Warranty.See Limited Warranty on the
2.Buckling of shingles due to deck movement, wrapper or tamko.com for details.
3.Rotting of wood members. 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
bond,and located horizontally as follows:
To insure adequate ventilation and circulation of air,the ventilation 1)Standard Fastening Pattern.(For use on decks with slopes 2
system must include inlets and outlets.This may be accomplished with in.per foot to 21 in.per foot.)One fastener 1 in,from each end and
a combination of ridge and soffit vents or by using gable end vents. one 13-1/2 in.from each end of the shingle for a total of 4 fasteners.
FHA minimum property standards require one square foot of net free (See Standard Fastening Pattern illustrated below).
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 . STANDARD FASTENING PATTERN
feet if at least 40%and not more than 50% of venting is provided FASTENERS NAIL ZONE
not more than 3 feet below the ridge or if a Class I or 11 vapor barrier COMMON
is installed on the warm in winter side of the ceiling.in climate zones
BOND
6,7,and 8 as recommended by the 2012 International Residential g.1/g ExPOSURE 5 5/8"
Code.For more information consult your design professional.If the
ventilation openings are screened,the total area should be doubled. 1 12.1/2„—►}r 12.3/8”— 12-1/2"—►� �t"
IT 1$PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATEVENTILATION. (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
ITAINK01HERITAGE"
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX• Frederick, MD • Joplin, MO • Phillipsburg, KS
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.from each end and reroofing thus allowing a minimum deck penetration of 3/4 in.The
one fastener 8-1/2 in.from each end and one fastener 16 in.from Property Driven Improperly Driven
each end for a total of 6 fasteners per shingle.(See Mansard and underdriven overdrwen crooked
High Wind Fastening Pattern illustrated below.) i•=4+t
MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN _ shinngies
NAIL ZONE E� 'I ^Deck na
FASTENERS COMMON
fa mn.
BOND '
EXPOSURES-518° crown of the staple must be parallel to the length of the.shingle.
The staple crown should be driven flush with the shingle surface.
ia-►i 1.7-�2�.1.7-�2°.� 7.�aw��-in°+}t -�2^+l 1.--1° Staples that are crooked,underdriven or overdriven are considered
3)High Wind Warranty Fastening Pattern.(For High Wind Warranty improperly applied.
Application requirements)One fastener 1 in. from each end. One CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE
fastener 8-1/2 in.from each end and one fastener 16 in.from each NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING
end for a total of six (6) fasteners per shingle. In addition to this PATTERN DIAGRAMS.
shingle fastening pattern requirement for High Wind Application,
TAMKO also requires the use of TAMKO starter shingles including 4.UNDER16AYMENT
sealant strip at eaves and rakes,Alternatively,along rakes,cement ItNDEE 4A E T: An underlayment must be applied over the
shingles to the underlayment and each other in a 4 in. (102 mm) entire deck before the installation of TAMKO shingles.Failure to add
width of TAM-PRO®SBS Flashing Cement,TAMKO or TAM-PRO® underlayment can cause premature failure of the shingles which is
Plastic Roof Cement,orTAMKO Tam-Seal Adhesive.Caution:Apply not covered by TAMKO's Limited Warranty.
ONLY a thin uniform layer of adhesive less than 1/8 in.(3mm)thick.
Excessive amounts can cause blistering of the shingles and may Products which are acceptable for use as underlayment are:
soften the asphalt in certain underlayments resulting in the asphalt asphalt Saturated Felt Underlayments:
flowing,dripping and staining.
• SuperX 30TM Underlayment
High Wind Application is offered on new construction or complete • TAMKO No.15 Asphalt Saturated Organic Felt
tear-off applications only.It is not offered for recover applications. • Any TAMKO non-perforated asphalt saturated organic felt
If High Wind Application requirements are not followed, the High • A non-perforated asphalt saturated organic felt which meets
Wind Application Warranty MPH,as stated on Table I in the Limited ASTM:D226,Type I or 11 or ASTM D4869
Warranty,reverts to the Standard Application Wind Warranty MPH
limit. (See Mansard and High Wind Fastening Pattern illustrated Specialty Underlayments:
above.) • Tam-ShieldO Synthetic Underlayment or Synthetic Shield
Underlayment
NAILS:TAMKO recommends the use of nails as the preferred method . TAMKO TW Metal and Tile Underlayment,TW Underlayment
of application. Standard type roofing nails should be used. Nail and Moisture Guard Plus® (additional ventilation may be
shanks should be made of minimum 12 gauge wire,and a minimum required. Contact TAMKO's Technical Services Department
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 3/4 in.thick, a A self-adhesive underlayment designed for use with asphalt
the nails should be long enough to penetrate completely through shingles which meets ASTM 01970.
plywood decking and extend at least 1/8 in.through the roof deck.
Drive nail head flush with the shingle surface. For A_p alt Saturated Felt erlayments�
Apply the felt when the deck is dry.On roof decks with slopes
Properly Driren Improperly Driven 4 in. per foot and greater apply the felt parallel to the eaves
i1=3W min dlameler underdrivan ovenirwen crooked lapping each course of the felt over the lower course at least
- i--- Asphalt
Shingles 2 in.Where ends join,lap the felt 4 in.If left exposed,the felt
may be adversely affected by moisture and weathering.Laying
11 �1 °°`k°a of the felt and the shingle application must be done together.
i 11a'nominal
straight,good penetration. Inadequate loodeep.e„ts lnadaquato For All OtherSpecialty Underlayments:
and flush with shingle surface ponetration. Into shingie anceomga On roof decks with slopes 4 in. per foot and greater apply
the underlayment parallel to the eaves in accordance
STAPLE.If staples are used in the attaching process,follow the with underlayment written application instructions. The
above instructions for placement.All staples must be driven with underlayment should not be left exposed for a longer period of
pneumatic staplers.The staple must meet the following minimum time than is specified in the underlayments written application
dimensional requirements.Staples must be made from a minimum instructions.The final roof covering must be installed before
16 gauge galvanized wire.Crown width must be at least 15/16 in. the structure is exposed to adverse weather conditions,such
(staple crown width is measured outside the legs).Leg length should as wind driven rain,high wind,hail,ice storms,etc. (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 2
I
IV (CONTINUED from page 2) FORMERLY HERITAGE®30
TAMKO NERITAW
BUILDING PRODUCTS LAMINATED-ASPNALT SHINGLES
Dallas,TX • Frederick, MD • Joplin,.MO Phillipsburg, KS
In areas where ice builds up along the eaves or a back-up of water of shingle to start the fourth course and use.the remaining 10-3/8
from frozen or clogged gutters is a potential problem, TAMKO's in.piece to begin the fifth course.Continue up the rake in as many
Moisture Guard Plus', TW Metal and.Tile Underlayment or TW rows as necessary.using the same formula as outlined above.
Underlayment (or any specialty eaves flashing product) may be The butt of the shingle should be aligned with the top edge of the
applied to eaves,rakes,ridges,.valleys,around chimneys,skylights sawtooth of the underlying shingle for a 5-5/8 in.,exposure (see'
or dormers to help prevent water damage: Contact TAMKO's shingle application drawing Illustrated on this panel). When you
Technical Services Department for more information. make your final cut at the roof's edge,flip any pieces that are 8 in.or
Substitute products as shingle underlayment should not be used. longer back onto the roof.These pieces can be worked in anywhere
without creating zippers or color variations.
S.APPLICATION INSTRUCTIONS NOTE:Do not align joints of*shingle courses When working in cut
STARTER COURSE:A starter course may consist of TAMKO Shingle pieces.Joints should be no closer than 4 in,from one another.
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.Attach1•Cutfour W1 course shingto to mako 201 and a 103+11'
Iorgtk Cut a second shingle to make a 23'—1
the starter course with approved fasteners along a line parallel to a 1639•ImgN, `
la as
and 1.5 in.to 3 in.above the eaves edge.The starter course should 2g• �-_��-
overhang both the eaves and rake edges 1/4 in.to 3/8 in.if drip edge' —
flashing isnot used along the eaves or rakes.If drip edge flashing Zr 6&8•
is present,install shingles even with the drip edge:
For ma:Mum w;nd raslslaM.e 2kMg rakes.in51a7 arty - cZ
TMIKO smtu sling'a ind d*g c.want a mmcn,shi•tglas
W unrada—I aM each aiun to a 4•(102 nen)w,U•h d ��_
TAA1"PMt SOS Flos.Nrig Camont.TAkfK0 or TA%PR0!, U:,aada and Dock
Plask lent Cement,or TAMKO TamSeal At$�ea,ve. ym
Eater 6astyng q
asphah=umt d Ica
Dev ;>L. E.gin aPP`r.?,rtNt wfhalttl kngYt sh+ig'e .
Man ................................................
25'•22',16 3?'an t 10 se'lengths
As you can sea.lhrco shingles wah mo cuts
mrke!1•n±eOtaS«o
lma!a cos
t-1
4"m m cm rake ucga2•to3•
• -.. t M m your go,apes the root.al am You lomi yew
.. �� � _ 3.Iky11 at at ttq teal's Dago.16p any itoces Incl aro 0•err bnger
.......
back bola Ina,rcpt.Tnese Pre.can 0e won,d m anyY A le'n moot
cmat g:Pp--or rnbr va0kes.
NOTE:Do not align Joints of shingle comm when working fn
cut 1,1 a%Joints should as m doser than a'from one another.
Stadfra the qAh t/2sh fun Starter 6,r{1965tlrhartg Setf65" Eavu Fcaled s Ody°eHa
ship,h than hear with tuh Dares and3M rams - aaMSNo I-lir t
Ship,in tinct to°,15e1 role U.
'fi-T.3AJ'i/so Wµ/edge WangP-hWudau "M to a -
,rt shirc}to cmaw. sashng a pr is pe 0 w. -m)oavas from mva sego
m52.na�re'�p"n K. °` °°°g° S.LOW SLOPE APPLICATION
rat rJmg:ca mvn nidi
Gv adx,
SHINGLE APPLICATION:Start the first course with a full size shingle On pitches 2 in:per foot to 4 in.per-foot cover the deck with two
and overhang the rake edge 1/4 in.if drip edge is not present.If layers of underlayment. Begin by applying the underlayment in a
drip edge is present,align shingle edge with drip edge flashing.Cut 1/2-sheet width along the eaves and overhangingthe drip edge
10-3/8 in.from,a full shingle to form a shingle 29 in,long.Use this by 1/4 to 3/4 in.Place a full-sheet width over the 1/2-sheet width
to start the second course(see diagram below).Cut a 23.1n.long starter piece,completely overlapping it.All succeeding courses will
shingle to start the third course.Use the remaining 16-3/8 in.piece be positioned to overlap the preceding course by 1/2-sheet width.
If winter temperatures average 25°F or less, thoroughly cement
loam° 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
tcurlrsos 1-48". - alternative,TAMKO's Moisture Guard Plus,TW Metal and Tile
2r Underlayment, or TW Underlayment self-adhering underlayment
may be used in lieu of the cemented felts.
29•
rake Fun is-yrs` 23" 9.MANSARD ROOF OR STEEP SLOPE ROOF
70 s If the slope exceeds 21 in..per foot(60',each shingle must be sealed
5th=me - with TAM-PROS" SBS Flashing Cement, TAMKO or TAM-PRO®
tsars 29 isars° Plastic Roof Cement, or TAMKO Tam-Seal Adhesive immediately-
4Nf
eOtl ° upon installation.Quarter-sized dabs of cement or adhesive must
3'd CO1iS0 = 23- be applied to shingles with a 5-5/8 in.exposure,use 6 fasteners per
2ndcounie 29" ! shingle.See Section 3 for the Mansard Fastening Pattern.
I at coutsa - Fun 10-3r8°
.r---cam—�.. (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.CORI 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
. yl '.. �"C'-..m'w+a+r ��y,,,.m.,,,..:5..<,......•.. 'i. �„i 'spm- 3.:.,L•..� .,ve,--.,.,i5 s��'i'i^t^-ep^.
s9 (CONTINUED from page 3) FORMERLY HERITAGE'30
ITAMK01 - HERITAGEO
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX• Frederick, MD • Joplin, MO Phillipsburg, KS
8.BE-ROOFING 9.VALLEY APPLICATION
Before re-roofing,be certain to inspect the roof decks.All plywood shall Over the shingle underlayment,center a minimum 36 in.wide sheet of
meet the requirements listed in Section 1. Moisture Guard Plus*,,TW Metal&Tile Underlayment,or a minimum
It is not recommended to install laminated asphalt shingles directly 50 Ib. roll roofing in the valley. Nail the underlayment only where
over existing laminated shingles due to the unevenness of the existing necessary to hold it in place and then only nail the outside edges.
multi-layered shingles.The performance of the sealant feature may be 111�PORTAiNI PRIOR TO INSTALLATION WARM SHINGLES TO
compromised,preventing the shingles from sealing properly.It is PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
acceptable to install laminated shingles over existing three-tab strip SHINGLES TO FORM VALLEY.
shingles which are flat and essentially intact.Nail down or remove curled
or broken shingles from the existing'roof.Replace all missing shingles After valley flashing is in place:
with new ones to provide a smooth base.Shingles that are buckled e Apply the first course of shingles along the eaves of one of the
usually indicate warped decking or protruding nails.Hammer down all intersecting roof planes and.across the valley.
protruding nails or remove them and refasten in a new location.Remove
all drip edge metal and replace with new. Note:For proper flow of water over the trimmed shingle,always
If re-roofing over an existing roof where new flashing is required to start applying the shingles on the roof plane that has the lower
protect against ice dams(freezetthaw cycle of water and/or the backup slope or less height.
of water in frozen or clogged gutters),remove the old roofing to a point . Extend the end shingle at least 12 in.onto the adjoining roof.
at least 24 in.beyond the interior wall line and apply TAMKO's Moisture Apply succeeding courses in the same manner,extending them
Guard Plus' TW Metal and Tile Underlayment,or TW Underlayment. .
across the valley and onto the adjoining roof.
Contact TAMKO's Technical Services Department for more information.
Measurements will vary when nesting over an existing 5 in.exposure • Press the shingles tightly into the valley.
single roof:Call TAMKO Technical Services for further information. • Use normal shingle fastening methods.
The nesting procedure described below is the preferred method for Note:No fastener should be within 6 in.of the valley centerline,
reroofing over existing metric size shingles with a 5-5/8 in.exposure. and two fasteners should be placed at the end of each shingle
See description below: crossing the valley.
Starter Course:Remove the tabs and an additional portion from the a To the adjoining roof plane,apply one row of shingles vertically
head of a full size shingle so that its height is equal to the exposure of facing the valley and 2 in.back from the valley centerline.
the existing shingles.Position the resulting strip over the existing roof
edge(with the factory-applied adhesive strip along the eaves). Cut Note: For a neater installation, snap a chalkline over the
approximately 6 in.from the rake end and apply the remaining portion at shingles for guidance.
the eaves.Continue the starter strip by applying full length shingle strips e To complete the valley, apply shingles on the adjoining roof
cut to height as above,evenly along the existing roof at the eaves.The plane by positioning the tip of the first shingle of each row at
existing roof should overhang the eaves far enough to carry water the 2 in.point from the centerline where the edge of the vertical
off into the gutter.If this is,not the case,cut and apply the starter shingle has been applied,covering the vertical shingle.
strip so that it will provide sufficient overhang for proper drainage.
rAinirnrrm 38'nide sheet valley eentadina
�r5 w. of Moisture Guard Plus.
TW Metal& Extra nail in
Tile or 50 Ib.or end of shingle
roll Extend cod shingle
heavier ro
72'-18'beyond
valley centerline
i
�o
r W e
Undedayrnent No fasteners within
6'of centedine
First Course:Remove an amount from the butt edge of a full-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. Place tip of shing;e on the edge of
the vertical shingle,2 inches back
Second and Succeeding Courses:Remove 10-3/8 in.from the rake front valley centerline and covering
end of the first shingle in the second course, and continue with full the vertical shingle.
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 FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE
above.This method should create an exposure of 5-5/8 in.after the first CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT
course.When beginning the succeeding courses continue to follow the 800-641-4691.
Heritage application instructions.(See section 5).
(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
tamkoxolm Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 A
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 �F
V (CONTINUED from page 4) FORMERLY HERITAGEO 30
ETA:IMK0 1 HERtTAGEO
BUILDING PRODUCTS LAMINATED ASPHA6T SHINGLES
Dallas,TX• Frederick, MD •Joplin, MO • Phillipsburg, KS
10.HIP AND RIDGE FASTENING DETAIL
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
Start 5-1/8"exposure
here-
Fastener
Start
here 9— - -
5-1/8"exposure
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
800-641-4691.
Information included In those 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.
TANIKO3,Moisture Guard Pius®,Tam-Shleld0•TAM-PIIDVand Heritage(' are registered
trademarks and SuperX 30 is a trademark of TAMKO Building Products.Inc.
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 5
JP69909