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Home My WebLink AboutProduct Approval orida Building Code Online https://www.floridabuilding.org/pr/pr app d.aspx?parani=wGEVX... Ili 9" a :'•^^moi^ +r... SUS Home Log In User ReWrRtlon Hot Topics Submt Surcharge Stats 6 Fads pubb2tions FHC Staff 8CI5 Ste flap Unks Search Business ) Product Approval Professibnal UP USER,PublcUser I , EggAucLARPJ*Yal,M(!AM>PrtrAix r_llppEcatk?n_Sflarctl>A.pIrYcA1,Wn�lMt>Application Wal arm. FL# 'FL16048-R3 Application Type Revision Code version 2014 Application Status Approved Comments Archived Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Emall 9050 Louisiana Street Merrillville, IN 46410 (201)842-2449 david.ruiz@tribUiltmateriaisgroup.com Authorized Signature David Ruiz david.raiz@tribuiltmateriaisgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,N3 07073 (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com Quality-Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Quallty.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 FL1fi248 R3 Cq1 2015 dl CQI Niemanqj2jpdf Referenced Standard and Year(of Standard) Sfgndsl[+3 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 AM ,orida Building Code Online https://www.floTidabuilding.org/pr/pr_app_dd.aspx?pararn=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/08/2015 Date Validated 10/19/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/15/2015 Summary.of Products _..._._......_.__.__._. _..._.__._.._ .. .. . ___.__._.. ..._...____._ _ .... FL tic' J Model,Number or Name Description i 16048.1 i TRI-BUILT Roof Underlayments 'Self-adhering,modified bitumen roof underlayments Llmlts of use Installation Instructions `. Approved for use in HVHZ No FL16048 R3 II_2015 10 FINAL ER Approved for for use outside HVHY:Yes i BUILT 11PlDERLAYMENTS FL16048_R3.0f l Impact.Resistant:N/A j Verified By:Robert Nieminen PE-59166 1 j Design Pressures +N/A/-45 i Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use i Evaluation Reports of foam-on the systems overtop the self-adhering FL15048 R3 AE 2.015FINAL ER TRI_ underlayment for one particular application.See ER Section BUILT _ R(AYMENTS FL16048-R3,pdf 5.6 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes i,Use. Oadt �i �ontaa-us::.19ao NoctttwoDmgBirsst_IblahasseeEL 32344 PhoOc @50.497=1@24 The State of Florida Is an AA/EEO employee C9Ay=LZ02_-29L3_5101e_Qt0QdL& 0%kicv 5tatepisnt::NcGe&Sdt1RY_Statement;:ReNnd Stitteme[p Under Florida low,emal addresses are pubtic records.If you do rot want your a-mal address released In response to a pudic-records request,do not send electronic mal to this entity.Instead,contact the olfke by phone or by traditional mall.S you have any questions,ploase contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective october 1,2012,licensees licensed under Chapter 455,F.S.must povlle the Department with an email address If they have one.The emats provided may be used for official communication with the licensee.However emal addresses are public.record.If you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public.To determine r you are a licensee under Chapter 455,F.S.,please click IteM. Product Approval Accepts: PEW drece .-vurll\.:1 n•.i� 2 of 2 5/24/2016 9:58 AM EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 T II ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-R3 dba TRI-BUILT Roofing Products FL16048-113 9050 Louisiana Street Date of Issuance:10/25/2012 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 Coder and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"t 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 I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M.Nieminen,P.E. �," c' Sa'•••,.'�C� Thafacs7m0eseal appearing was authorised tryRobert Woeminen. ;�j�,��,;.i``• P.E.on]0/0g/2015.This does not serve as an etettronialry slaned Florida Registration No.59166,Florida.DCA ANE2983 document.signed,sealed hardcoples have been transmitted to the Product Approval,Administrator and to thenamed dlent CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does.not.have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports.are being issued. 4. Robert Nieminen;P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD 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 ER® ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TA5103 1995 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical'Properties 540540.03.14 03/26/2014 ERD(7576049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD(TST6049). Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04AS 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-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT 5/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, 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,I.M. Evaluation Report A42%0.10.12-R3 CeNJkate of Autharrration 09503 FL36048-R3 Revision 3:10/08/2015 Page 2 of 5 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: TAaLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. r Tri-Built S/A HT TU Underlayment with 31VII 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow TileBondTM'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: i Plywood; ASTM D41 primed plywood; OSB; ASTM 041 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 HTTU Underlayment applied to: D Dens Deck Prime;SECU ROCK 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: r ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3 Cert//kale of Authothatton 89503 F116048-R3 Revision 3:10/08/2015 Page 3 of 5 TRINITY ER® 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile,Aonlications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the.load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH1. Primer: (Optional)ASTM 041 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. INSTALLATiow 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment.Tri=Built S/A HT TU Underlayment or-Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built SIA HTTU Underlayment onlvi: 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,LLC_ Evaluation Report A42960.10.12-R3 [e gkare of Authorization 095D3 FL160 &R3 Revision 3:10/08/2015 Page 4 of S TRINITY ERS 7. BUILDING PERMIT REQUIREMENTS: As requiredby the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact.the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: ill,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT. Exterior Research and Deslgn,I.I.C. Evaluation Report A42960.10.22-R3 Certifkate of Authorkatlen#9503 FL16048-R3 Revision 3:30/08/2015 Page-s of 5 Florida Building Code(Inline Page 1 of 4 01 "M-1-11WO �ry �.� �s�..Lci.&L... Y;ry.�w .a.�.-fklen�l f"z'> ''�. e+- _.' 5 Fw�e'h5.4> ty,. �F°:lvx-aJa..fi `.�•r.:i°!5.w.1:.•r-sR,-,v at` :bz wNs.:r l3CiS Ha+tc, Login ' User Registration lgi TUpi6 - SuGrttt Su'tClvtirpe Stats&Facts FWaica4tet>L FSC Stag 3C15 Sate Map Lt.-d;s hearth BUSlr1ES1r _ ,- f} Professional �f<; )USER:Public Use, aI `r!Ar7ilg'�1._,1�_ Pr?v.+ _Arxx:-"P MNn:a>.t``•r+±:R r A;x;irr-11'-sin'-h>fit_ c�3Cryt 1 s!>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,'1nc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden a tamko.com Technical Representative Kerri Eden Address/Phone/Emaii 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 03462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By. Product Approval Method Method 1 Option A Date Submitted 09/17/2015 http:/hvNvw.flaridabuildi ng.org/pdpr_app_dtl.aspx?param=%vG E VXQ%vtDgs%2fmG,FoyT6... 3/23/2016 Florida Building Code Online Page 2 of 4 Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Summary of Products FL# Model,Number Description or Name 1956.1 1 Elite Glass-Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use In FL1956 R12 C CAC F1.I9'Ei R �CA.0 Tamko_.Sery Coif FL ic'56 2�2jj,1Uf HVHZ:No F1:'1956 P12 C CAC UL certification 10-11-12.arif Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A 5 RjRJ1 ytass Sr_•d1 ELI._ �s eal avp in;t gdf 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 F43956 R12 C CAC FL1956 RI I C CAC Talnko Gery Coff FL 1956 201 5.prlf HVHZ:NoPL1955 moi' r=aC UL ceron11.1 L cotion 10- dj Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A EL.1_956:_F_-L2ass Seal EtaIr1e3L pI2_i�sf 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 Parry: method of attachment. 1956.3 Heritage _ A dimensional asphalt shingle. �' v Limits of Use Certification Agency Certificate Approved for use in HVHZ:No EU356 R-1?IC CAC JL CQr41114�'�prya44 lI i2,I 1i Approved.for use outside Quality Assurance Contract Expiration Date HVHZ:Yes , 09j17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A f✓t t255 R,"m_.II Hontane Q–f_j_P,a00°n�t'rAr Other:Asphalt shingles EIA2631_ T Fa rltac F_apn ins:-psif shall be used only.on roof t�L1956 811_1J._Frer' _c;_T eP inst w slopes of 2:12 or greater. Verified By:Robert J.M.Nieminen FL 59166 Nails must be used as the Created by Independent Third Party: No method of attachment. Evaluation Reports ,Created by Independent Third Party: 1956.4 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in F1,1255-6AR12. C C8g 1�5 rL6 R17 CCA, TaLn��SFrs Copes FtV1G55_2Q15 pdi HVHZ:No fi-I956 Ria C C UL certification 10-If-12.pc;f Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:NIA Installation Instructions Design Pressure:N/A [ 1g t 7 11 hal T,p ,'c2s�[�a ins, aaril 10.o f Other:Asphalt shingles F1hL956 TzU lI h ntt.oa 0 anp in?t f a�nl_l0,pu!f 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: 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FLI 56 R*,??C I C_. F'.}.QSF. Z_1..0 G�'dmi��SFi-:C7nU.L 15:) Ql HVHZ:No F!1-5a,1 _C CIBC cf niflcadpn_10.11_z"2,pclt Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A installation Instructions Design Pressure:N/A F11956 812 11 t er tagg 50 ep[1 Inst -,tp it 10,pdf Other:Asphalt shingles F 195E 8.12 11 h9ritarae 50 an i�t f corn t0.:zc1f shall be used only on roof Verified By:Robert Nieminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: http:/hN,xylv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQNvtDds%2fmGFoyT6... 3/23/2016 .Florida Building Code Online Page 3 of 4 1956.6 Heritage Premium A dimensional asphalt shingle. P� Limits of Use Certification Agency Certificate Approved for use in F9S��17 C Ct�C_FLl_ Sfi P., 1 C CAC_T3mko Sero C�nP F 1956 201f HVHZ:No fi I�+Sy_P:_ C CAC tJ,t czrrifcatipn_j Qµ!_> 1_;,} Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2019 Impact Resistant:N/A Installation Instructions Design pressure:N/A EL1956 R12 I ritaae Premium p P app. inst.adf Other:Asphalt shingles F41956 R112 1I. Heritage Premlurn F aoa inst,00f shall be used only on roof 2r jC)56 RR12 11 Hr:ritaop Premium T aor) 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: 1955.7 Heritage Vintage A heavy weight dimensional asphalt shingle. Limits of Use Certification Agency Certificate _ Approved for use in Fi__95C? Ri C _AC F1 7 956 Rl ;_CAC_Jarr;ka SFny Coni FL_956 20S: f HVHZ:No F11956 R12 C c:AC ULshin I m>riXpdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A F0956 R_2 ti Neritaoe Vin:ace ano ins201 Other:Asphalt shingles Verified By:Robert 1.M.Nieminen PE 59166 shall be used,only on roof Created by Independent Third Party:No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Parry: method of attachment. 1956.8 Heritage Vintage Hip and ridge shingles 112 X 12 Hip and I Ridge Limits of Use Certification Agency Certificate Approved for use in F116_Q1? C CAS955_31l_�SRC Trlyko Secygnf Fl_�95G?C1�,Rf HVHZ:No EL1_956 RIZ C CA U shin e r .'itriX�jr�f 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 RIZ 11 TAMKn(ul Hefrtag!!� 2 x 1� HiQ eni RIdQa Apolicd i6�;115tL ti n5 Other:Asphalt shingles Verified By:Robert 1.M.Nleminen PE 59166 shall be used only on roof Created by Independent Third Party:No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.9 1 Heritage . A dimensional asphalt shingle. Woodgate Limits of Use Certification Agency.Certificate Approved for use in CvCon1�! 9 �u }5 ( HVHZ:No FL 1956 RIZ C tom! UL certification }0.11 i2.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 X955 R14 11 Herta e _oodoate 0 apn ins' df Other:Asphalt shingles FL1956 Rig fI Heriyane Wil QoQayp F app Irisr,pdf shall be used only on roof Verified By:Robert Nieminen 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.10 Heritage XL A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in 6 X11 C Gi� jami c rrYar1�F5G_ X15 cif HVHZ:No 9�6 ? C Cyd, UL c_itification_j0-1i-12.uof Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FI.1956 R12 II heritage xl aoa inst ;Lapril 10.odf Other:Asphalt shingles 17�1956 R12 11 herinioe xi ann inst ,f april Modf shall be used only on roof Verified By:Robert Nieminen PE 59166 slopes of,2:12 or greater. Created by Independent Third Party:No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.11 Hip and Ridge Hip and ridge shingles Shingles Limits of Use Certification Agency Certificate Approved for use In s Rlj C (ar'Fg�_ 5h 111 C QAC Tamao Sery Con'FL X9-,5 20-19,,2 HVHZ:No FUJI S6 R1,2 C CA tlL_ Prtific �n If I)_.1'-I) http:/h ,.v%v.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs°/`2fmGFoyT6... 3/23/2016 Florida Building Code Online Page 4 of 4 Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A Other:Hip and Ridge shingles shall be used only FL12�6 R12 IS ? 3-�>'12 i! Ri is e Sealant�JaU S}lu:tration+.ddf on roof slopes of 2:12 or F_L1956 R12 11 112xl2 HipRide ye;lant Dab Illustra i n5, f 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: E:,x:.l, rile xt CtmtQLt.0 ::1940 r;orth Mom2a Street Taikhassm!-: rM ffM2:850-787.1824 The State of Florida is an AAJEEO employer.�,92yneht 2007.201, Stote of Florida ::Vtivacv 5tatemem.::�r q cib�ity Stttemsmt;:Qgf nd Statement Under Florida law,email addreesos arta public records.If you do not want your e-mail address releawd in response to'a pudic-records request,do not send electronic mad to this entity.instead,contact the office by phone or by traditional mad.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 priewde the Department with an email address if they have one.The einails,rroviWtrf may be used for official commumcalaan with the Ikcrosee,tioviever email addresses are public record.If you do not wish to supply a personal address,please proMe the Department with an email address which can be made available to the public.To detevtnino if you are a licensee under chapter 455,F.S.,please click here. Product Approval Accepts: http://r.vnv.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 3/23/2016 Application instructions for [T:A:1MK0jBERITAGW 30 StT16®I1NG PR®®®cT5 6AMINATED ASPHA6T SHING6ES 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 4WF),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. 1.floor DECK &FAMNERS These shingles are for application to roof decks capable of receiving W,_IND CAUTION: Extreme wind velocities can damage these and retaining fasteners,and to inclines of not less than 2 in,per 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 property.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_CONSTRUCTLON: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.To insure immediate sealing,apply 4 quarter-sized drip edges be,installed at eaves and rakes. dabs of TAM-PRO'"Premium SBS Adhesive or TAMKO Tam-Seal Adhesive on the back of the shingle 1 in.(25mm)and 13 in.(330mm) 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 SffEATHILIG t,QABQ5 Boards shall be well-seasoned tongue- TAMKO Tam-Seal 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 + 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 slaining.Shingles must also be fastened according to the fastening 2.VEN'i1'I Tl0N instructions described below. Inadequate ventilation of attic spaces can cause accumulation of Correct placement of the fasteners is critical to the performance moisture in winter months and a build uD of heat in the summer: of the shingle. If the fasteners are not placed as shown in the These conditions can lead to: diagram and described below,this will rosult in the termination of TAMKO's liabilities under the limited warranty.TAMKO will not be 1.Vapor Condensation responsible for damage to shingles caused by winds in excess of 2.Buckling of shingles due to deck movement. the applicable mph as stated in the limited warranty.See limited 3.Rotting of wood members. warranty for details. FASTENLNO ?A4 ERMSv Fasteners must be placed 6-1/8 in.from 4.Premature failure of roof. the bottom edge of the shingle, penetrating through the common To insure adequate ventilation and circulation of air,place louvers bond,and located horizontally as follows: of sufficient size high in the gable ends and/or install continuous 1)Standard Fastening 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 of the shingle for a total of 4 of space to be vented,or one square foot per 300 square feet if a fasteners.(See standard fastening pattern illustrated below). Vapor barrier is installed art the warm side of the ceiling or if at least one half of the ventilation is provided near thexidge.If the ventilation STANDARD-FASTENING PATTERN openings are screened,the total area should be doubled. FASTENERS NAILZONE COMMON BOND iT IS PARTICULARLY IMPORTANT TO PROVIDEi[I ADE9UgTE VENTILATION. 6-1/8" FEXPOSURE 6-8/81 + •{ {.— 12-1/2°-+—12-3/8"—+'ra- 12-112—� ! —1" (Continued) Central District 220 West 4th St., Joplin.MO 64801 800-641-4691 11109 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 talmkoxom 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 - - i (CONTINUED from page 1) A� K0 H11RITA 3.0 DUI6DIXO PRODUCE'S i■nNINA`ED RSPHMT SHINGLES Dallas, TX •Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes be a minirnurn of 1-t/4.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 allowing a minimum deck penetration of 314.in.The and one fastener 8-1/2 in,back from each end and one fastener 16 crown of the staple must be parallel to the length of the shingle, In.back from each end for"a.total of 6 fasteners per shingle,(See The staple crown should be driven flush with the shingle surface,' Mansard and High Wind Fastening Pattern illustrated below.) Staples that are croaked,underdriven or overdriven are considered MANSARD AND HiGH WIND FASTENING PATTERN improperly applied. NAIL ZONC Properly FASTENERS Driven, Improperly Driven COMMON u�rkxlmen 9ve:rn;ct'�t ntzo8tro �_}{ respt3ah SURE 5-51a" W11-\,�\l�:�\i\\ -ISBN, Docidog 3) High Wind Fastening Pattern. (For High Wind Application ' CA-VII-ft-ALL FASTENERS MUST BE DRIVEN INTO THE NAiL requirements)One fastener 1 in.back from each end.One fastener ZONEICQNIMON BOND AS SHOWN 1N THE DIAGRAM ABOVE:. 8-1/21n•backfrom each end and one fastener-16 in.back frorn each �.UNL4ENL4�1fMl�NT end fora total of six(6)fasteners per shingle.In addition to this shingle fastening pattern requirement Jor High Wind Application,.TAMKO UNDER YMENT An underlayment consisting of asphalt saturated also requires the use of the following TAMKO products:TAI,1KO felt must be applied over the entire deck before the installation of felts or underpayments;TAMKO Moisture Guard Plus underlayrnent TAMKO shingles.Failure to add underlayment can cause premature at all eaves,rakes,and vatieys;TAMKO or TAM-PhO cements and failure of the shingles which.1s not covered by TAMKO's limited coatings,products where required;TAMKO ventilation where required, warranty:Apply the tett when the deck is dry.On roof decks 4 in. TAMKO starter shingles if available in area.and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves lapping each shingles Installed on all hips and ridge;:.Along rakes,cement shingles course of the felt over the lower course at least 2 in,Where ends to tate underlayment and each other in a4 in.(102 mrn)width of TAM- join, lap the felt 4 in. If left exposed. the undertayment felt may PRO SBS Adhesive or TAMKO.Tam-Seal Adhesive.Also,see local be adversely affected by moisture and weathering, Laying of the building.codes for proper nailing application.High Wind Application undedayment and the shingle application must be done together. is offered on new construction or complete tear-off applications only, products which are acceptable far use as underlayment are; it is not offered.for recover applications. If'High Wino Application requirements are not folloWed•the High Wind Application Warranty - TANIKO No.15 Asphalt Saturated Organic Felt :MPH, as-stated on Table I in the Limited Warranty,reverts to the - A non. -Perforated asphalt saturated organic felt which meets Standard Application Wind Warranty MPH limit.,(See Mansard and ASTM:.D226,Type I or ASTM D4869,'Type t 1-11911 Wind Fastening Pattem illustrated above,) - Any TAMKO non-p_gfforated asphalt saturated organic felt NA&k,-TAMKO recommends the use of nails as the preferred mettmd - TAMKO TW Metal and Tile Underlayment,TW Underiayment of application,.Standard'typeroofing nails should be used. Nal! and'Moisture Guard Plus (additional ventilation may he shanks should be-made of required,Contact TAMKO's Technical Services Department minimum 12 gauge wire,and a minimum for more information.) head diameter of 3/8 in.Nails should be,long enough to penetrate 3/4 in.into the,roof deck Where the deck is less than 3/4 in,thick, In areas where ice builds up.aiong 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 potcntiai problem,TAMKO's plywood decking and extend.at least 1/L tri.through the roof deck. Moisture Guard Plus"-waterproofing undedayment(or any specialty Drive nail head flush with the shingle surface. eaves flashingproduct) may be applied to eaves, rakes, ridges, valleys, around chimneys,skylights or dormers to help prevent P or»rW°mwa, .l�t"mtnmamevn fd, water damage. Contact TAMKO's Technical Services Department ( ?' '�"""' °Yef°''"n" c`ooPt-a for mote information. ,�.� TAMKO does not.recommend the use of any substitute products "�14 mo,�a as shingle underlayment. 5.APPLICATION INSTRUCTIONS ' z�'.1#h4.poad pc�traiina tnesmtnerc- moA�,zuts.. Inattequia STARTE"OUR E A starter course may 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 roli roofing.If sett-sealing 3-tab shingles are used,remove, above instructions for placement.All staples must be drivenwith the exposed tab portion and install with the factory applied adhesive pneumatic staplers.The staple-must meet the fallowing minimum adjacent to the eaves.Attach the starter course with approved dimensional requirements.Staples.must be made from a rninimum fasteners along a tine parallel to and 3 in,to 4 in.above the eaves 1.6 gauge galvanized wire.Crown width must be at least 75116 in, edge.The starter course should overhang both the eaves and rake {staple crown width is measured outside the 1906).Leg length should edges 114 in,to 3/8 In. (Continued) Central District 220 West 4th St., Joplin,MO 64801 600-641-4691 t flag Visit Our Web Site at Northeast District 4500 T'amko Dc, Frederick,MD 21701 800-368-2055 Southeast District 2300 35th SL, Tuscaloosa,AL 35401 800-228-2656 tai'rikOxom . Southwest District 7910 S.Central Exp„ Dallas,TX 75216 800-443-1834 Western District 5300.East 43rd Ave., Denver,CO 60216 800-530-6868 2 (CONTINUED from page 2) ffTA:MKHERITAGRO 30 DUiiaDiNG PR®DDETS 4ANiiNATED ASPHA16T SHING16ES Dallas, TX •Tuscaloosa, AL • Phillipsburg, KS •Joplin, MO SHINGLE APPLICA71ON Start the first course with a full size shingle 0.LOW SLOPE APPLICATION and overhang the rake edge 1/4 in,Cut 10-3/8 in,from a full shingle On pitches 2 in,per foot to 4 in,per foot cover the deck with two layers to form a shingle 29 in.long.Use this to start the second course(see of asphalt saturated telt.Begin by applying the.felt in a 19 in.wide strip diagram below).Cut a 23 in,long shingle to start the third course,Use along the eaves and overhanging the drip edge by 1/4 to 3/4 in,Place the remaining 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 positionM 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 shingie,shouid be aligned with thoroughly cement the felts to each other with TAM-PRO or TAMKO the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. Plastic Roof Cement from eaves and rakes to a point of a least 24 in. exposure(see shingle application drawing illustrated on this panel). inside the interior wall line of the building,Asan alternative,TAMKO's When you make your final cut at the roof's edge,flip any pieces that Moisture Guard Pius 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. NO F-Do not align joints of shingle courses when working in cut 7•MANSARD ROOF OR STEEP SLOPE ROOF pieces.Joints should be no closer than 4 in.from one another. If the slope exceeds 21 in.per toot(6D`),each shingle must besealed with TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive immediately upon installation.Spots of cement must be equivalent in size to a$.25 # 1 piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners iaare" per shingle.See Section 3 for the Manard Fastening Pattern. 1 , }. 8.BE-ROOFING repcourse t6 sla" } to m^ 29" Before re-rooting,be certain to Inspect the roof decks.All plywood „ shall meet the requirements listed in Section 1. 2s, ' Nail down or remove curled or broken shingles from the existing -roAu - Putt 16-318. 29` roof,Replace all missing shinales with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking to are' or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal Sib course . 23"1�s,tra= and replace with new. Ch course 16.318" I if re-roofing over an existing roof where new flashing is required 3,dCO9 } 23” to protect against ice dams(freeze/thaw cycle of vrater and/or the 2nd comse I 29" =29-ALJ backup of water in frozen or clogged gutters),remove the old roofing i ull r to a paint at least 24 in, beyond the interior,.vall line and apply 10-Mil TAMKO's Moisture Guam Plus waterproofing underlaymentt Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in.exposure single root Call TAMKO Technical Services for further information. '•'*": ,,q { ;,v L W^ � °s° The nesting procedure described below is the preferred method for .. IGUT tu,n!�,. -. i m •,� `'1--- reroofing over existing metric size shingles with a 5-5/8 in.exposure. See description below: Starter Coude:Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles.Position the resulting strip over the existing roof edge(with the factory-applied adhesive strip along the eaves). '. Cut approximately 6 in.from the rake end and apply the remaining \ portion at the eaves.Continue the starer strip by applying full length shingle strips cut to height as above.evenly along the existing roof 2f'S':w-4L':.lam xkh N al L„gyt;;s 1 Z' at the.eaves.The existing roof should overhang the eaves far I,,3'r—,+e 3.e ly.;:.�. enough to carry.water off into the gutter.if this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. 3 r. �...,rn, ,,�P„< ZZ' r;,< : t Coursca_;Remove an amount from the butt edge of a full-size -1W 11`” '" t"°"`"" ""'"°' `' ° shingle so that the remaining portion of the shingle fits between the NOTE:w,^,taiv, ao*%h' �mgt,, butts of the existing third course.This course must also be applied cul Dom!+.Jotnm Ll,o,YO OC tM Cln,tf ttw i'hem CM enolhef. evenly along the eaves edge of the new starter strip. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tarnko 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 800-443-1934 Western District 5300 East 43rd Ave.. Denver,CO 80216 800=530-8868 3 r Is (CONTINUED from page 3) TAff0J HERITAGEO 30 DUI6DIN1 DUCTS 6AMINATED ASPHALT SHING6SS Dallas, TX .Tuscaloosa,AL • Phillipsburg, KS ® Joplin, MO oopd Arid Succeeding Qg_urks Remove 10-378 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 exposure '�L,.—S� el Ne-fast.Nect4a of 5-518 in. after the first course.When beginning the succeeding c.wjFhm seta, E iron i" e9 ,g 9 w rtear..;.,ca rxxa+, � �- nxl ct a^Lsd!e courses continue to follow the Heritage application instructions. c*tKa: � . . (See Set:t10t1 5): Eiosting shingles }; tJf b.l+yner„. ^`"•��y r1k,:.cann8!s WIWI t�5 5/8'_ j � 13 tla sir ra�'� t31/4. r t1 ti s y S / Dnp edge f s "\ -� '.M1 ' �_�xetn7N slim,++.� ei;7e at •`� "y'' .��'r -Drip etlge N.vr!tca arn"�rz,Z uctco:ia:!c /'� � from:J2Y CCn.'Eflv%!tin:cavesinr Now StitrtglQS ttm vnti:a:c,ixr'a. exposure 10.HIP AND RIDGE FASTENING DETAIL, Apply the shingles with a 5 in.exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the 9.VM1rL.EV APPI61CATION prevailing winds.Secure each shingle with one fastener on each side, . 5-112 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 of TAMKO Nail-Fast',Moisture Guard Plus'or a minimum 50 ib.roll roofing in the valley.Nail the felt only where necessary to hold it in' products..Where matching colors are available,.it is acceptable to place and then only nail the outside edges. use TAMKO's Elite Glass-Seal shingles cut down to 12 in.pieces. IMPORTAN 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 valley flashing is in place: BENDING SHINGLE IN COLD WEATHER. • Appiyahe first course of shingles along the eaves of one of the Direction of prevailing wind intersecting roof planes and across the valley. start 51 oxposuro Note:For proper flow of water over the trimmed shingle,always here-.-, start applying the shingles on the roof plane that has the lower V"', �'•' F-'Fastener slope or less height. �n'� ,t /1,�'y''��5•ti2” • Extend the end shingle at least 12 in.onto the adjoining roof. Ili `y Start :r Apply succeeding courses in the same manner,extending them here gu exposure across the valley and onto the adjoining roof. • Press the shingles tightly into the valley. THESE ARE THE MANUFACTURER'S APPLICATION • Use normalshingle 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. TAMKOR-,M,oisturg Guard Plun4b•Nati fnst'),TAM•PR00 and HeelaW�a ate registered Note: For.a neater installation, snap a chaikline over the trademarks of TAMKO Building Products,Inc shingles for guidance. Intormavon included in these application Instructions Vias current nrtime of pr�nrng,To • To complete the valley,apply shingles on the adjoining roof obtain a copy of the most current ver:on of theze applicatior,inshuctions,oisit us online plane by positioning the tip of the first shingle of each row at at tam'ro.cam or cad us at am.64t•4691. the 2 in.point from the centerline where the edge of the vertical shingle has been applied,,coverina the vertical shingle. Central District 220 WestAth St.. Joplin,MO 64801 600-641-4691 1 vo9 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 tafmko.corro Southwest District 7910 S.Central Exp., Dallas.TX 75216 800-443-1834 �..._ Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-88687,7 L�