The URL can be used to link to this page

Home My WebLink AboutProduct Approval odda Building Code Online :https:/hvww.floridabuilding.org/pr/pr app dt3.aspx?pararn=�vGEVX... A � x ar �.,��r� s-•. 4 d `+z' 3& �,�. r t ,$# '3 t t, t �<,++w,i;z,� _-' 7 ,. -. .. _ - _ f �.:�?_..,�.t?:.�,+w�k`.C+:w.Y��d+tlC�..i,,ts�.'�sN'.,J..a�....a:1:.5..✓.a:.4:'Y. acts,Hoag tog In User Wistiat►nn Hot topics Submt Surcharge Stats ti Pacts Pubtkations FOC Starr aC15 Ste Map Links Saarca 8usines�� ` �a Product Approval Professional x7,� { USER:PutrBe User r f...I F... 'i ('ig�iucY mva1 He.,g o- rE*crc(cxY�oLA.PPT tk�4;5 !Ssl>A^p_atWq L A.+APPicatlmt Detai C'EM FL tk FL16648-R3 ii " Application Type- Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 (201)842-2449 david.ruizCoo)tribuiltmateri alsgroup.com Authorized Signature David Ruiz david ruiz@tribuiltrt ateriaisgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,NJ 07073. (2011)842-2449 david.ruiz@teibuiitMateriaisgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underiayments 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 Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence L1oC1aE _s"01 2rJ25ie;ritl29.pdf Referenced Standard and Year(of Standard) SAanom Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI'April 2012(04-12) 2012 TAS 103 1995 I of 2 5/24/2016 9:58 ADA .odda Building Code Online https://www.floridabuilding.org/pr/pr_app dti.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 1.0/19/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/15/2015 Summary of_Products FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limps of UseInstallation Instructions Approved for use in HVHZ:No FL160YQ R3_II ZOI50 FI(1)Al ER TR? Approved for use outside HVHZ:Yes BUILT UNDERI A't 1ENT5 111604E_R3_pdf Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure: +N/A/-45 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use;Evaluation Reports of foam-on the systems overtop the self-adhering FLitin3 1;3 Ri 401_5_1_¢ FSfiAcR TgIr .underiayment for one particular application.See ER Section 'BURLY UNL>ERLkYhiENTS7,zi 6QS-P3_pf 5.6 For details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes Use. eacic tftOtattU.s::399.Q flo tSiontaUl=L_ja9ahasses_IJ,.37.Z"Pftgo,, 59 @Z1823 The State of Florida is an AA/EEO employer.�ommllL240.7.2413 Starr of Fbr1d�,::Privacy Statement:: r,r Iry Statom n ::.ge;}irltl_ ement under Florida law,emal addresses are Public records.if you do not want your e-mal address released in response to a public-records request,do not send electronic mal to this entity.instead,contact the office by phone or by traditional ma!9 you have any questions,please contact 850.487.1395.-pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees kensed.under Chapter 455.F.S.must provide the Department with an emas address I they have one.The emacs provided may be used for otrlctal communication with the licensee.However emal addresse9 are public record..tf you.do not wish to supply a personal address,please provide the Department with an email address which can be made available to the pubic.To determine if you are a licensee under Chapter 455,F.S.,pease click beth,. Product Appro nl Acnapta: F 2 of 2 5/24/2016 938 AM i I EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 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 FI.26048-113 9050 Louisiana Street Date of Issuance:1.0/25/2012 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 5`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof.Underlayments LABELING: Labeling,shall be in accordance with 'the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid-until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement-to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERQ 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 "TrinityIERD 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: �?"�a:a' Robert l.M.,Nieminen,P.E. f"$I+yj .y`y,;07 The facsimgeiealappearngwasauthorizedbyRobenNieminen, Florida Registration No.59166,r1brida DCA ANE1983 '" ""' P.E:on 20/0812015.This does not serve as an electronically signed document.Signed,sealed hardcoples have been transmitted to the Product Approval Administrator and to the named diem CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have,,nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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. TRI NI"TY EIRD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlaymentsi 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 I 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 1507.4.5A,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENcEs: Entity Examination Reference Date ERD(TST6049) Physical Properties S40540.02.13-1 04/19/2013 ERD,(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870,04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870,04.14-1- 04/10/2014 ERD(TST6049) Physical Properties 544870.0444-4 04/10/2014 ERD,(TST6049) Physical Properties 543530.02.14-1-RI 05/14/2014 ERD(TST6049) Physical Properties 543530,05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(7576049) 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 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017, 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Tri-builtSJnd-!R;-5A.' ,Shingl%6Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-Inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified bitumen roof underlayment. S. LIMITAi1(5*: 5.1 This is a building code evaluation. Neither TrInityJERD.nor Robert Niemirien, 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,Ur— Evaluation Report A42960.10.22-R3 FUS048-R3 Revision 3:10/08/2015 Page 2 of S TRINITY ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Asphalt',- Wood Shakes Underlayment Nall-On Tile Foam-On Tile Metal Slate 111 Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlaymi nt' Tri-Built4 S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment see 5.5.1 i { Tri-Built Smooth HT S/A Yes No No Yes Yes Yes 3 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. i Tri-Built S/A HT TU Underlayment with 3M"2-Component Roof Tile Adhesive AH-160(FL6332)or Dow TiieBond'"Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.611 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- r 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 underiayment. 5.6.2 Bond-to-insulation: Tri-Built S/A HT TU Underlayment applied to: -r 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/underiayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: ;0- 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 eertlfkate of Authadration#9503 FL16048-R3 Revision 3:10/08/2015 Page 3 of 5 � m u� o�� w ^-"`°=�� 5.64 FRSA/TR| April 2Ol A04-12 does not address wind uplift resistance ofall undedaymeotsystems beneath foam-on tile systems,where the undedaymentforms part ofthe|oud'path. The following wind uplift limitations apply todirect-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 nsv|t of tesdnm 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 FuC1SO4.9has already been appUpd). Refer»opBC 16V9for determination ofdesign wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 ps . Deck: «4|n,z6/32-Inchplywood tomeet project requirements tnsatisfaction ofAM/. Primer: (Optional)ASTM D41 Undedaymenx; Tri-Built S/AHTTUUndedayme,t'se|f-adhened. 5.7 Exposure Limitations: 57.1 Tri-Built Sand,R SA Shingle Undedayment or Tri-Built Smooth HTS/A Undedayment shall not be left exposed for longer than 3n'dav,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' \msrALLxTom: 6.1 TRI-BUILT Roof Undedayments shall be installed in accordance with TRI-BUILT published installation requirements subject tnthe Limitations set forth inSection sherein 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 SirA HT TU UnderlaVment or Tri-Built S ooth HT SIA Underlayment: 6.3.1 Shall be installed In compliance with the requirements for ASTM D1970 vndadayment in FnC Sections z5O7for the type ofprepared roof covering toheinstalled. 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 Z4hours. Apply sheet parallel tothe roof edge. Roll out approximately 10ftofmembrane and peel back the first] ftofrelease film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is mp|ace, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place tpachieve abond. xn,bon,a|seams should be minimum 3-inches, configured u/shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. 'inchesandstaggeedm,tle,sthana4t0om,ertiou|spa,nsintbecuuoebe|uw. All over-granule end-laps shall besealed using either heat-welding orhot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area a,the top oJthe sheet at12'incho.c. For Valleys and Ridges: Cutumd edavmentinto 4mo6foot 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. e.3.3 Tile Applications(Tri-Built SIA HT TU Underlayment only): Reference Js made to [RSA/TR/ April 2012 (04'12) Installation Manual and Table I herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile d|npaQa and/or damage to the wndedayment. Exterior Research anti Design,I.I.C. Evaluation Report A42960.1012-n3 umYicamof Authorization m9Sm pu6048-m Revision 3:10/08/2015 Page*=+s TRINMCERD 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 CIA agency for information on product locations covered for F.A.C.Rule 9N-3 CIA 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 A42960.10.11-113 Certiffeate of Authodlatlon#903 FL26048-R3 Revision 110/08/2015 Page 5 of 5 Florida Building Code Online Page i.of4 _- SCIS Herne Log In User Rog,strahon iqt Topics = Submit Surtharge Stats G Facts Publicaticns. FBC Staff DCIS Site map ur*4 search Professional t: ' ProductSApproval al Pmiyn �.�{rm;al lnK,,u>am�uR or atmi:ricm 5=arr!,>gceprraa!xy-{,�;>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 Kerri 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 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 httpJhvAvw,floridabuilding.org/pr%pr app_dtl.aspx?param=-vvGEVXQ%vtDgs%2fmGFoyT6... 3/23/2016 Florida Building Code-Online Page 2,of4 Date Validated 10/06/2015 Date Pending F@C Approval Date Approved 10/09/2015 Summary of Products FL# Model,Number Description or Name 1956.1 1 Elite Giass-Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in fjJ 955 R12 C C.oC F112 6_R'7, .0 CAC Tamko Sere_ Conf rt 1956.2015,gdf HVHZ:No F(A956 Rl? C g6g UL ce!i ific3k1_1 :0-11-12-ndf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A h1 1986 Rza. 1 ars. eai Hike C�sss_ ell 3pG inr..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 EL11955 R12 C CAQ F11955 R1 t C CAC Tamko Sery Conf FL 1956 201 5 pdf HVHZ:No FL1955 R12 C CAC UL certiflcatiQf1.14-j1-1?.1?tf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A fUlf% RIS l.J�flass_Sa rl Et see tel „ �.eai ��rps rf 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 aIgmF_P1.2.4_59�El"i HVHZ:No .F1,1956 R12 C CP.0 Ute ceWrication i,v•11-12.pcir Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A 11.12 R1 11 Heritage D F J P foo irtsr,g�f Other:Asphalt shingles E 25� ?_.'. I1 HEtacF agrst;ps�f shall be used.onlyon roof EFLL925ti Pit tit r*�,ace_i �jr�s pnf slopes of 2:12'or .greater. Verified By:Robert 1.hl,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 inx1956_ _t� , Fc 7S R11 C GaCcrar t0_ ?nj Conf FL 195±s ?�O1_S..r4f HVHZ:No f�,1956 P-12 C CAC U1 cmrSFcatipn f0-.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 F 1 5-5 jpgfast an;:l 10.gr� Other:Asphalt shingles E 1955 R12 ti hnnt6 a sQ ap i�_t f it rd i0.prif 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 Approvd for use in &145b Ri CC iZ 39 ._$i_l CAe Tram a_Sr:v tanf Vii.19 �QiS,pgr' HVHZ:No —P,_a5.§_R12.C [tiC�Uf�Frtircation 1q_�i_I ,gdf 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 11 heritane 50 ago iest apnl 10.adf Other:Asphalt shingles F 19 6 R.12. Il her'itave 50 app insz f agril 10 ndf 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%v%v.tloridabuilding.org/pr/pr app_dti.aspx?param=tivGEVXQ«ftDgs`/`2fmGFoyT6... 3/23/201.6 Florida Building Code Online Page 3 of 4 1956.6 Heritage Premium A.dimensidnal asphalt shingle. Limits of.Use Certification Agency Certificate Approved for use in ELk !j6 P..;' C CAC_ 6 R1Conf_FL 19562 Jfl 9 f HVHZ:No FLI 956 ?.L C QALL ccrtKi;'ton,0-li•12.g ' 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 H Herikige Premium D P eoa msL d1f Other:Asphalt shingles 81955 Rill II Heritage Prgmium F fop inst.ocf shall be used only on roof E 1956 R!21-11 N001:.acie Lemfurn T aon inst.odf 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 X956 EI CC FL 1956 RI) _Q CAC Tarnk dery Conf l-1956 ;?015 ` HVHZ:No &15 5_Q,_R12 C CAC UL shingle maknx.ndf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A Fo956 R12 u 1-ieeri a e Vintaee a," inst.rwf Other:Asphalt shingles Verified By:Robert J.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 112 X 12 Hip and Ridge Limits of Use Certification Agency Certificate Approved for use in F i9 ¢P-12 C DSC F�195ti ��1_�, C Tzrsyko w_ry CanF F _g5�_ ?15,pdf HVHZ:No I- 1956_E,L' C Ar I L_5hingle ri�atnx pdj 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'L1956 R12 II TAMKOtP� Heritaaerw L' x 12 H„ and Ridge Ap5ACa0an instr�c� ti0ai,2jd Other:Asphalt shingles Verified By:Robert J.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. [19�56.19Heritage A dimensional asphalt shingle. Woodgate Limits of Use Certification Agency Certificate Approved for use in E-LjR5-6 R C CAC_ FL1956 R1 I C CAC Tarnko Sery Conf FL 1116 '-'101 ?, pdf HVHZ:No EL1956 RR12 C CAC UL cert;rication ]o-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 f)1956 R12 ii .Heritage Woodgate C) apo inst.pdf Other:Asphalt shingles FL1956 R12 II Hwritane ;ti'oadnate F aon InSt.p I 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 Fl-12-51--g 12 C CAC_FL 156 X11 C C�tC Tam(: Se crijE 1°56 2Qt5 pdf HVHZ:No n-13956 .R12 C r44_lJL certification 10-11-1 2rf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FLI956 R12 1I heritage A apo inst d april Modf Other:Asphalt shingles Et 1956 R12 If heritage xl app irsr f april 10.adf 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 inrLi9-S '1�t r�3� A-1956 111(7, C,L1&Tamko 5ery Con°Fl, 1,955 '0+S-od HVHZ:NoF 195G R i g C C Ul r,_rtificatign_LQ 1 per f http://,rives.floridabtiildiiig.org(pr/pr_app dtl.aspx?param=%vGEVXQwtDgs%2fmGFoyT6... 3/23/201'6 Florida Building Code Online Page 4 of 4 Approved for use outside Quality Assurance Contract Expiration Date HVMZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A Ei]9M__Z12-11-2 ,q�1_' -!P ar!CMgL-,P Other:Hip and Ridge. L��a,.�12„ii_.?_x._],2,_r Ip Rjg y� A�rii_ra rn fnStSLrtt�A S.;TGi shingles shall be used nly LL1956 R12 11 12-1-4x12 NW_i i�•.Z 5i;atant DabT1!Sj tr La iong.pd1 on roof slopes of 2:12 or F?1956 R12 11 1. jKl2 HicRidge Sealant Dab 11lu�trations.yd, 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: C2at3SLU5::1id2Sh nraoo Street Tallahum FL 3ZU2 Phone:850.487-1825 The State of Ponda is an AAfEEO employer.C�2pynoht 2007-2013 State of Floridaynyacv statwnent::Attpe—'sgiGility Statornan ::R®ftnd Statom¢nt Under Rindataa;email addresses am public record,.If you do net want your o-inail address roica:;od in ro ponce to a public records request,do not send dwinnuc manta this entity.Instead,contact the office by phone or by traditional mail,if you have any questions;pease contact 850.487,1395.•pu muam to Section 455.275(1),Florida Statutes,effective October 1,2012,lkwwcs licensed under Chapter 455,F.S.must provide the Department with an email address it they have we,The emails provided may be used for official communication with the licensee,However email addressr'are public record If you do not wish to supply a personal address,pease Provide the Dep3nivera with an email address which ran be made available to the public.To datertnino if you are a licensee under Chapter 455,F.S.,please dick he-. Product tAp�proval Accepts: http:/hvw"v.floridabuilding.org/pr/pi_ann dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 3/23/2016 Application Instructions for TAM BERIT GE' 30 BDiI.DING PRODUCTS 16Ai INATED ASPHALT SHING16ES 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 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. ),MPORTANT;11 is not necessary to remove the plastic strip from the back of the shingles. 1.ROOF®EEE{ &FASTENERS These shingles are for application to roof decks capable of receiving WAND,CAUTL0W.. Extreme wind velocities can damage these and retaining fasteners,and to inclines of not less than 2 in,pet foot. shingles after application when proper sealing of the shingles For roofs 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 defects resulting from improper application, or failure to properly of the adhesive strips on the shingles.The inability to seal.down prepare the surface to be roofed over. may be compounded by prolonged cold weather conditions and/ NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, or blowing dust.In these situations,hand sealing of the shingles is dry and free from warped surfaces.It is recommended that metal recommended.Toa sure immediate sealing,apply 4 quarter-sizer! drip edges ba installed at eaves and rakes. dabs of TAM-PRO Premium SBS Adhesive or TAMKO Tam-Seal Adhesive on the back of the shingle I in.(25mm)and 13 in.(330mm) PLYWOOD: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,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 59TH1LG_ 4ABDS Boards'shall be welt-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 1 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.VERTMATION instructions described below. Inadequate_ventilation of attic spaces can causeaccumulation 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 belov4 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 warranty for details. 3.Rotting of wood members, FA SLENIRQ 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,place louvers of sufficient 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 square foot of net free ventilation area to each 150 square feet and one 13-1/2 in.back from each end ofthe 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 barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge.if the ventilation STANDARD_FASTENING PATTERN openings are screened,the total area should be doubled. FASTENERS NaazoNS COMMON BOND iT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. rFXP0,SURE6-3181 1`-'`'� f•- 12-1/2°-•;•-12-3/8"-�- 12=t/2•'-+�. �1" (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-6414691 1>nt4 Visit Our Web Site at Northeast District 4500 Tamko Dc, Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa.AL 35401 800-228-2656 tal'1'Ikoxom 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 �D (CONTINUED from page 1) TAMKO HERITA GE113® BOt6DING PRODOGTS L6`�AMiNATED ASPHASHINGLES Dallas,TX s Tuscaloosa, AL • Phillipsburg, KS Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes " be a minimum of 1-114 in. for new construction and 1-112 in,for greater than 21 in.per foot.)One fastener 1 in.back from each end reroofing thus allovfing a minimum deck penetration of 314 in.The and one fastener 8-112 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 - FASTF-NERSNAIL ZONE Property Driven Improperly Driven COMMON Wr�:atrrvwt uvrr»vrn ave)(W GOND (1 !6,� F�tfspSURE 5-578" 5 � \ \\ Kama \\ jig � ��—O ckn9 11" >•t•�a"*}.-r-112•-.}.-zit•-•{•r-irr►• -tri"�{�N-+. 3) High Wind Fastening Pattern. (For High Wind Application SAI-TIPA;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=112 In'.back from each end and one fastener 16 in.back from each 4.-ONDEM AYMENT end for a total of six(6)fasteners per shingle.In addition to this shingle fastening pattern requirement for High Wind Application,TAMKO UNDERLAY(1 gNT.An underlayment consisting of asphalt saturated also requires the use of the followina TAMKO products:TAMKO felt must be applied over the entire deck before the installation of felts or underlayments: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 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 available in area,and TAMKO Hip and Ridge per foot and greater apply-the felt parallel to the.eayes 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 underlayment and each other in a 4 In.(102 mm)vvidth of TAM- join, lap the fell 4 in. If left exposed. the underlayment felt may PRO SSS Adhesive or TAMKO"Tam-Seal Adhesive,Also.-sea 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 orcomplete tear-off applications only. . products which are acceptable for use as underlayment are: I.,is not.offered for recover applications. It High Wind Application requirements are not-followed,the High VAnd Application Warranty - TAMKO No.15 Asphalt Saturated Organip'Felt MPH, as stated on Table I in the Limited Warranty, reverts to the - Anon-perforate asphalt saturated organic tett which meets. Standard Application Wind Warranty MPH limit,(See Mansard and ASTM:D226,Type l or ASTfv1 D4869,Type I High Wind Fastening Pattern illustrated above.) - Any TAMKO non-perforated asphalt saturated organic felt NAILS;TAMKO recommends the use of nails as the preferred method - TAMKO TW Metal and Tile Underlayment,TW Underlayment of applsmin required,Contact TANIKO's Technical Services Departmenta ion. Standard and Moisture Guard Plus (additional ventilation maybe roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire,and a minimum for more information,) head diameter of 318 in.Nails should be long enough to penetrate 314 in,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 Plus waterproofing underlayment(or any specialty Drive nail 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 7�+tvm tmwepunrOflvan water damage. Contact TAMKO's Technical Semices Department l! j 38"m:n c'lamelLt U�Cstitd.en oYndrtygn crooks! for more information. TAMKO does not recommend the use of any substitute products —kiln as shingle underlayment. , —,.d j S.APPIMATION INSTRUCTIONS s°a Wit,guoC pamtra:ewn Inedcqutta too doeP.Lute, inodrgwto °"'°"°° "°""°'°""`°e °°"""°" h'°.ra g� =xuMs= 5TARTEFt COURSE;A starter course slay consist of TAMKO Shingle Starter,self-sealing 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.It self-sealing 3-tab shingles are used,remove- above instructions for placement Ail staples must be driven with the exposed tab portion and install with the factory applied adhesive pneumatic staplers.The staple must meet the following minimumadjacent 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 15116 in, edge.The starter course should overhang both the eaves and rake (staple crown 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 600-641-4691 rvo9 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.Cc�ntraf Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver.CO 80216 800-530.8868 2 i (CONTINUED from page 2) TAMKO HERtTAGE0 30 BUILDING,PRODUCT S LAMINATED ASPHALT SHINMES Dallas, TX •Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO SHINGLE APPLICATION;Start the first course with a full size shingle 6.1AOW.SLOPE APPi61CATION and overhang the rake edge 114 in.Cut 10-3/8 in.from a full shingle On pitches 2 in.Or foot to 4 in.per foot cover the deck with two layers to form a shingle 29 in.long.Use this to start the second course(see of asphalt saturated tett.Begin by applying the felt in a 19 in.wide strip diagram below).Cut a 23 in,longshingle to start the third course.Use along the eaves and overhanging the drip edge by 114 to 3/4 in,Place the remaining 16-3/8 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 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 the_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 outlined above.The butt of the shingle should be aligned with thoroughly cement the felts to each other with TAM-PRO or TAMKO the top.edoe of the,sawtooth of the underlying shingle for a 5-Sr8 in, plastic Roof Cement from eaves and rakes to a point of a least 24 in. exposure(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 8 in,or longer'back onto the roof.These pieces can be worked be used in lieu of the cemented felts, in anywhere without creating zippers or color variations. RON;Do not align joints of shingle courses when working in cut '•MANSARD ROOF ON 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 or,TAMKO Tam-Sea!Adhesive immediately upon installation.Spots-of cement must be equivalent in size to a$.25 a s,� piece and applied to shingles with a 5.5/8 in.exposure,use 6 fasteners l ta3re` per dangle.See Section 3 for the Mansard Fastening Pattern, 8.MROOPING �a.a(a" 2gp Before re-roofing,be certain to inspect the root decks.All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing tt3 araba roof.Replace all missing shingles with new ones to provide a.smooth '� Full base. Shingles that are buckled usually indicate warped decking i 103'9' F or protruding nails. Hammer down all protruding nails or remove them'and refasten in a new location. Remove all drip edge metal srhwusp 2a 1F-3r9.,r and replace with new. dth cour a 16-34! t If re-roofing over an existing roof where new flashing is required '"'C0 1 r to protect against Ice dams(freeze/thaw cycle of water and/or the 2nd cautse 4 29' � backup of water in frozen or clogged gutters),remove the old roofing :tca,:a t pp to a point at least 24 in, beyond the interior wall line and apply _ 10-3/8- TAMKO's Moisture Guard PlwsAI .raterprooring undertayment.Contact TAMItO's Technical Services Department for more information. Measurements will vary when nesting over an axisting 5 in.exposure single roof:Call TAMKO Technical Services for further information. Cmc 5;•u tra ttu-s°sw ib t:.-.au;.^s'ew.to 3.'?` . The nesting procedure described below is the preferred method for. reroofing overexlstingmetric size shingles with a 5-5/8 in.exposure. �—� See description below' $tarter Copme.;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. n.�•rwr e�w,t�•na°, at the eaves.The existing roof should overhang the eaves far 2ttn•�.,.N,Z-3-ie-•a a-.t,a>e - enough to carry water off into the gutter.If this is not.the case, as iW ren rag,Vroa cner�w,*,r,"tK�n�. cut and apply the starter-strip.so that it will provide sufficient overhang for proper drainage. 3.rte' `" �'°',"h" Remove an amount e ue r1,Mm.n.rria.,ij..rtV,uny fe+.r.t alt fthe butt of a full-size :un a•nir?;kv Li•v��.�{�._.�.a g shingle so that the remaining portion of the shingle fits between the t4E5tYJ�gqr�.y C;1�ntt-,l'ntta "orn:w «• butts of the existing third course.This course must also be applied tut(ueCel JNnta 6nadd tM fro cigar lean a'han°M Ywiesr. pp evenly along the eaves edge of the new starter strip. (Continued) Central District 220 West 4th St., Joplin,MO.64801 800-641-4691 afros 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 tBff11koxom Southwest District 7910 S.Central Exp-. Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave.. Denver,CO 80216 800-530.8868 I IIv (CONTINUED from page 3) ITlAINK0 HERITAW 30 BUILDING PRODUCTS LAMINATED ASPHA6T SHING16CS Dallas,TX • Tuscaloosa,AL • Phillipsburg, KS • Joplin, MO Second'and Suceedina.Cot.rises; 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 top edge of each new shingle against the butt edge of the old shingle in the course above.This method should create an ex osure ' g p of W7..Fru.Mo.st,°a of 5-5181n. after the first course.When beginning inning e succeeding the c w,Fnw sob. ! �troh71 w t:eav,u�rtvt•+i9�. ��T` aX1 W etecyn courses continue to follow the Heritage application instructions. r_*tml-6L civ {See section 5}. _ `�'/ Unb-taym+.nt ��• rw r.ic.+xa ndh+s 5 5r8, T'cA r.-ar r. Dripcdga pacct6Munvpwm erY»of `,Drip P edge f�a:tarxy cc^:titre an+.cavcrin2 New shingles Qra vtssti<:�I ehi*g`a, —5 5f8•exposure 10.HIP AND MIDGE FASTENING DETAIL exposure. .- I >r' Apply the shingles with a 5 in.exposure beginning at the bottom 1 of the hip or from the end of the ridge opposite.the direction of the 9.VALLEY APPLICATION 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 the shingle underlayment,center a minimum 36 in.wide sheet TAMKO recommends the use of TAMKO Hip 8 Ridge shingle ofTAMKO Nail-Fast',Moisture Guard Pius''or a minimum 501b.roll products.Where matching colors are available,it is acceptable to roofing in the valley.Nail the felt only where necessary to hold it in use TAh1K0's Elite Glass-Seal shingles cut down to 12 in.pieces. place and then only nail the outside edges. PORTANT.PRIOR TO INSTALLATION WARM SHINGLES TO Fasteners should be 114 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 vatiey flashing is in place: BENDING SHINGLE IN COLD WEATHER. • Apply the first course of shingles along the eaves of one of the Direction of prevailing wind intersecting roof planes and'across the valley. Start 5"exposure Note:For proper flow of water over the trimmed shingle,always here 1" start applying the shingles on the roof plane that has the lower 5V slope or less height. r ,.4astoner n •-fr f/2° • Extend the end shingle at least 12 in,onto the adjoining roof. f h Start `" Appy succeeding courses in the same manner,extending them here 5"exposure across the valley and onto the adjoining roof. • Press the shingles tightly into the valley. THESE ARE THE.MANUFACTURER'S APPLICATION • Use normal shingle fastening methods. 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 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. • To the adjoining roof plane,apply one row of shingles vertically facing the valley and 2 in.back from the valley centerline. Nate: For a neater installation, snap a chalkline over the TA101<0b,tatoisture Guard PfuO,.Hail Fn%O,TW.PPO+' and He ihage J are regisre Qd f trademariu of TAIAKO Building Products,Inc. shingles for guidance. Infarrnation utrfuded in these application insiruct,ons vias current nt tame of pr,nnrg-To • To complete the valley, apply shingles on the adjoining roof obtain a copy of the mast current version of mese ap Beat nn instruct ons,visit us onf!"e plane by positioning the tip of the first shingle of each row at at tam`re,com oras us at 800.641.2691_ the 2 in.point from the centerline where the edge of the vertical shingle has-been applied,covering the vertical shingle. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 tiros 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 t21mko.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 L� I