Loading...
HomeMy WebLinkAboutDPBR1P1,11202.1 t'lorida Building Gode Online i s ? 'T f i , i 1 �i r x 31 ��'x •} 4Tl 4 �# t �'dx �' � 1t rr fr n ¥.,n1iEUa��+' ! a+�F`h3P z ti ti` }�# rS ri -. � ,..£,< �'�� icY''��.x� ytr < e sp aY Iyln ra^ dI h 1 N1' vs r irk' syiA 4`++i'4�liil ,pg. $ £t `t, R E� $ t p a3 "fat t , w 1 # r . . � � �t, tx t � f � -lad zsa i t sr i't 1 F t 1 s ���► ��'� " €tY3 f` `t`, i x i s a #; ( x ... �, y •'! '� i _ x .� � � i h r�cr r lIy� •.` f { , aP Il. Iyd`A'i 6 ,t "`i 't #11' 9 f ..x lea ears 3i _�t�ikA1sa % Iit ., s, t„.s E ., � �, ,xx, tMti&�.�n...v �aaTn.;`r, +•. F�F�P..::$� ,.s. r.. � .3.�-u.,. 'MIS Mom ; Lug In 1 u ur lit.gislralrnn i 1101 Zia ics ' Sutinut surchalut•, vm; P. Fitts I-011 ications � Conran lls i C;a o all � � � a 6rt ' Product Approval ��y, J 1; ( £s :r�us�a 1ni;ucuecr REVIE EV FOH P.._SttL"•rt?I?fk���il?t1i!iU�lti?Jilr-.r-31igG��tl.l._.1.:.*t?1>.nLklr+.:ItLCODECOMPLIANCE ST. LUCIE COUNTY Ailpllcation Ty1)e Revision. � Cade Version 2Q2C kbocc lo`I 1 7v' Application Status Approver! 'Approved by OBPIl. Approvals by DBI'R shall be reviewad and ratified by the POC anti/or the Commission it necessary. Comments Archived Product ldanufarlure:r TAMKO Building Products I.1.0 Acid ress/phnnc/Email PO Box 97 Galena, I(S:06739 (r117) t 24•66411 Ext 2305 kerri—eden@tarnko.com Authorized Sigiia(ur: Kerei Edell kerri_edon(nst amkoxom Technical Rapresenrative Kerri Eden . Address/Phone/Email PO Box 1,104 Joplin, 1,10 641102 (417) 624-6644 Ext,2305 kerri_eden kamkn,cnm Quality Assurance Repm.sentgIve Adilre56/Pho11e/!:mail Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Ul. 11C Quality.Assurancle Entity Ul.1.l.0 Quality Aa6uranre Contract Expiration Date: 11%1812021 Validated Ily Robert Nieininen, PE, NEMO ETC,, I.I.0 Validation Checklist - Harcicapy Received Cc rtificate of indep elldeni:e WAD 55-_I?fl.-LQ- <f6_. 31RA!lii[i)i L� UI�r:Ss C_nnllRrr - F3rirpantfr ryrce RQj Referenced staiward and Year (of Standard) standard Ytar ASTM D3161 2016 ASTM 03402 2010 ASTIAD D7ISO 2019 s. E(lun+alenrc of Proclur:t'Stantiards Certified By sections from the code ht113s;Ih;,Flvw.iinrirlabuiiding,orrj/pr/pr_app_rJtl.r�si.�x?ptlPorn=wtdt;VXQw;1)quvosrEla�GX04f1143MP1'3uUfl</1ol<yiRzpl•15w7f]kkul<oJ51 Q`%n3d%3r1 1f2 1/14/2021 Product Approval Method Date Submitted Date,Valldated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method I. Option C 11/20/2020 11/23/2020 11/24/2020 FL # M 10,61, Number or Name Description 183SS.1 T KO Asphalt Shingles ASTM D3462 asphalt shingles and hip and ridge shingles Limits of use I Installation Instructions Approved for use in HVH 1 0 Approved for use outsid VHZ- Yes Verified By: UL LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressures N/A I Evaluation Reports Other: See evaluation repot for limits of use. FLIS355 R6 AE 2020 11 18 TAMKO UL ER2919-01.09 Iladr :Jnxl The State of Fiends Is an Cwtact U :: 2601 alatr StoneAoad.Tallahassee FL 32392 Phone: BSO.487-IM amployeR SQppd9ht 20e •2013S ate of Piorlda.:: Privacy Statement n Accessibility -Statement :: Refund Statement Under Ptarlda law, small addresses mall to this entity. Instead, contact tl uhltc recer4s. if you do not want your e-mail address re ad In response to a public -records request, do not send electronic 16 Office by phone or by tradlUarral mall. If you have any questions, please contact 050.467.139S. -Pursuant to Section 455.275(1), Florida statutes, effective October 1 2Q 2, Ownseas 0ransed under Chapter 455, P.S. must provide the Department; with an smell address If they have one. The cmalis provided may be used for aflldaI co pmvlde the Department with an a �inleetion with the OMAN& however small Addressee era public record. It you do not with to supply a personal address, please ddress which ran tie made amiable to me public. Tb determine U you are a licensee under Chapter 45S, F.S. please dick b01f1-. Product Approval Accepter ®=151rm Credit Card Safe h11pa://www.fforidebuildino.orWor/Dr epp_dO.a8DIt7Diiii6= OEVXQvADauvosrHozGXQW83MPT3uofKAOKVIAzaH6w7DkXuKoJ61Q%3d%3d 212 UL Evaluation Report UL ER2919-01 Issued: May 21,'2013 Revised: November 1.8, 2020 Visit UL, LLC's Product IQTm database,for the status. of;thi UL Category.Code: ULEZ CSi MasterFormat@ DIVISION: 07 00 00 —THERMAL AND MOISTURE Sub -level 2: 07'30 00 — Steep Slope,Roofing Sub=level 3' 07 31 00 — Shingles and Shakes Sub -level 4: 07 31 13 - Asphalt Shingles COMPANY: TAMKO BUILDING PRODUCTS LLC 198 FOUR STATES DRIVE GALENA, KANSAS 66739 (4117) 624-6644 . ww.w:tamko.com 1. SUBJECT: AsphaW Shingles ELITE GLASS=SEAL, HERITAGE, HERITAGE IR, HERITAGE PREMIUM, HERITAGE WOODGATE, HERITAGE VINTAGE, AND HERITAGE PROLINE TITAN XT HERITAGE VINTAGE12 X 12 HIP AND RIDGE,12=/o X 12 HIP AND RIDGE;_AND 12?/4 X 12 HERITAGE HIP'AND RIDGE IR. HERITAGE VINTAGE STARTER 2: SCOPE OF EVALUATION ■ 2018, 2015, 2012, and 2009 It ternational Building Code.® (IBC) ■ 2018; 2015; 2012, and 2o09_Iritemational.Residential Code Q'(IRC) • 2020 Florida Building Code — Building it 2020 Florida Building Code — Residential 0 ICC ES Acceptance. Criteria for Quality Documentation (AC10) M] The products were In Exterior Fire Exposure ■ Wind Resistance (AST ■ Physical Properties (A. ■ Impact Resistance (AI` 3.REFERENCED ■ UL790 (ASTM El08), Si ■ UL 2218, Standard Test ■ ASTM D3161, Standard' ■ ASTM D7158, Standard Resistance Method) ■ ASTM D3462, Standard Mineral Granules ■ UL Subject 2375 Issue t Tests) ■ ICC-ES Acceptance Criti 4. USES TAMKO asphalt shingles are 5. PRODUCT DESCRIPTIOf TAMKO asphalt shingles are as described in this report. shingles. Fire Classification: TAMK( classification Class A in acco (ASTM E108) qualify for usi Section R902.1 of the IRC ar Wind Resistance: TAMKO resistance in accordance will the following properties: IUL790, ASTM E108) 61; ASTM D7158 2218) 3rd Test Methods for Fire Tests of Roof Coverings hods for Impact Resistance of Prepared Roof Covering Materials Method for Wind -Resistance of Asphalt Shingles (Fan -Induced Method) t Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift for Asphalt Shingles Made from Glass Felt and Surfaced with 2, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind for Quality Documentation (AC10) as roof coverings for new and existing roofs. covering materials complying with the following properties when installed a products are three -tab shingles, laminated shingles and hip & ridge salt shingles covered under this Report have been tested for fire with UL 790 (ASTM E108). Shingles tested in accordance with UL790 Section 1505.1 of the 2020 Florida Building Code - Building, IBC, Florida Building Code - Residential. shingles covered under this Report have been tested for wind D3161 or ASTM D7158. Shingles tested in accordancrinllq ith ASTM D3161 are classified as Class F and qualify for use under the exception to Section 1504.1.1the 2018 and 2015 IBC and Section 1507.2.7.1 of the 2012 and 2009 IBC and 2020 Florida Building C-Building, the exception to Section R905.2.4.1 of the IRC, and Section R905.2.4 of 2020 Florida Bull Code - Residential. Shingles tested in accordance as shown in Table 1507.2.7. R905.2.4.1 of the 2012 and 21 where the maximum basic wir 7) and a maximum building 1 1507.2.6 of the 2018 IBC, 20: and 2009 IBC, or Section R9( Ih ASTM D7158 are classified as Class H and qualify for use in locations the 2012, 2009 IBC and 2020 Florida Building Code - Building, Table IRC, or Table R905.2.6.1 of the 2020 Florida Building Code - Residential, peed is 150 mph (67 m/s) or less with exposure category of B or C (ASCE ht of 60 feet (18.3 m). Installation must be in accordance with Section 'lodda Building Code - Building, and Section 1507.2.7 of the 2015, 2012, of the IRC and 2020 Florida Building Code - Residential, as applicable. Page 2 or 19 Physical Properties: TAMKO asphalt shingles covered under this Report have been tested for physical properties in accordance with ASTM D3462. Shingles tested in accordance with ASTM D3462 qualify for use under Section 1507.2.4 of the 2018 IBC, Section 1507.2.5 of the 2015, 2012, and 2009 IBC, Section 1507.2.5 of the 2020 Florida Building Code - Building, or Section R905.2.4 of the IRC and 2020 Florida Building Code - Residential. When installed on new construction in accordance with this report and the TAMKO Building Products LLC installation instructions, the shingles are a Class A roof covering. When the shingles are installed over existing roof coverings, the Class A fire classification is maintained. 5.1 Three -Tab Shingles — Elite Glass -Seal: Elite Glass -Seal shingles are three -tab shingles manufactured with a single fiberglass mat, coated on both sides with asphalt, and surfaced on the weather -exposed side with mineral granules. The shingles are self-sealing and have beads of thermal tab sealing adhesive above the shingle butt on the weather side. See Table 2 for product dimensions and manufacturing locations. 5.2 Laminated Shingles— Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, Heritage Vintage, and Heritage Proline Titan XT: Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, Heritage Vintage, and Heritage Proline Titan XT shingles are laminated shingles manufactured with a double layer of fiberglass mats coated with asphalt on all sides, and surfaced on the weather -exposed side with mineral granules. See Table 3, Table 4, Table 5, Table 6, Table 7, Table 10, and Table 3 for product dimensions and manufacturing locations. 5.3 Hip & Ridge Shingles —12'/4 X 12 Hip and Ridge, Heritage Vintage 12 X 12 Hip and Ridge, 12'/+ X 12 Heritage Hip and Ridge IR: Hip and Ridge are prefabricated hip and ridge shingles available as 12'% X 12 Hip and Ridge and 12-% x 12 Heritage Hip and Ridge IR. Heritage Vintage Hip and Ridge are prefabricated hip and ridge shingles available as 12 X 12 Hip and Ridge. As an alternative, Elite Glass -Seal shingles are cut into three 12-% inch by 12-inch (306 mm by 305 mm) hip and ridge shingles. See Table 8, Table 9, and Table 11 for product dimensions and manufacturing locations. 6. INSTALLATION TAMKO asphalt shingles must be installed in accordance with the applicable code, this report and the manufacturer's published installation instructions. The shingles must be installed in accordance with Section 1507.2 of the IBC and 2020 Florida Building Code - Building, or Section R905.2 of the IRC and 2020 Florida Building Code - Residential, as applicable, except as noted in this report. The manufacturer's published installation instructions must be available at all times on the jobsite during installation. Minimum roof slopes must be 2:12 (16.67% slope) for the three -tab shingles described under 5.1 of this Report and for the laminated shingles described under 5.2 of this Report. Page 3 of 19 6.1 6.2 6.3 Underlayment and I ' �' Barriers: For roof slopes 4:12 greater, the roof deck must be covered with a minimum of one layer of underlayment as des i ied in Sections 7.2 and 7.3 of this Report. Underlayment application must be in accordanc i, vith Table 1507.1.1 of the 2018 IBC, 2020 Florida Building Code - Building, and Section 07.2.8 of the 2015, 2012, and 2009 IBC or Section R905.2.7 of the IRC and Section 905.2.3 e 2020 Florida Building Code - Residential, as applicable. For roof slopes 2:12 d up to but less than 4:12, two layers of the underlayment described in of Section 7.2 or one lay the self -adhering polymer modified bitumen sheet in described in Section 7.3 of this Report ar squired. Underlayment application must be in accordance with Section 1507.1.1 of the201813 3, 2020 Florida Building Code- Building, and Section 1507.2.8 of the 2015, 2012, and 2009 IBC, Iction R905.1.1 of the IRC, and 2020 Florida Building Code - Residential, as applicable. In areas where there as been a history of ice forming along the eaves, causing a backup of water, an ice baffler must b I i ovided in accordance with Section 1507.1.2 of the 2018 IBC and Section 1507.2.8.2 of the 20 d1 Florida Building Code - Building, 2015, 2012, and 2009 IBC or Section R905.2.7 of the 2018 C, 2020 Florida Building Code- Residential, and Section R905.16.4.12015 IRC, and Section R9 6.7.1 of the 2012, and 2009 IRC, as applicable. Starter Shingle: A starter course, as ascribed in Section 7.4 of this Report, must be attached to the eave edge using fasteners descr 6gad in Section 7.5 of this Report„ located 1 % to 3 inches (38.1 to 76.2 mm) from the eave edge e n' JJ spaced 1 inch (25.4 mm) and 12 inches (305 mm) from each end, for a total of four fasteners r er shingle. Starter strips must overhang the eave and rake edges'/ to % inch (6.4 to 19.1 mm I I' no drip edge flashing is present. If drip edge flashing is present, install shingles even with th t rip edge or overhang the drip edge up to % inch. Asphalt Shingles: The first course of fiel hingles must be Installed over the starter course described in Section 7.4 of this Report. Shingles must be inst i I ed with vertical joints offset a minimum of 4 inches (102 mm) from adjacent courses. �'� 6.3.1 Three -Tab S gles — Ellte Glass -Seal: For roof slopes 2 III 2 up to but less than 21:12 (16.67% to 175% slope), each shingle must be fastened to the rcol ldeck using a minimum of four fasteners, spaced as shown in Table 2. For roof slopes tdual to or greater than 21:12 (175% slope), six fasteners must be used, spaced as shown fni Table 2. Fasteners must t 'n a nail area between 5-5/e inches and 6-7/8 inches from the butt edge of the shingle. Maximum expos a to the weather must be 5-% inches (130 mm). In colder climate�or wind regions where it is questionable whether the thermal -sealing adhesive will acti ate to seal the shingles, the shingles can be hand -sealed. A 1-in diameter (25.4 mm) spot Ilisphalt cement complying with ASTM D4586, Type I, Class I, should be placed under the orner of each tab (two spots per tab). Page 4 of 19 6.3.2 Laminated Shingles - Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, and Heritage Proline XT: For roof slopes 2:12 up to but less than 21:12 (16.67% to 175% slope), each shingle must be fastened to the roof deck using a minimum of four fasteners, spaced as shown in Tables 3, 4, 5, 6,10, and 13. For roof slopes equal to or greater than 21:12 (175% slope), six fasteners must be used, spaced as shown in Tables 3, 5, 6,10, and Table 13. Maximum exposure to the weather must be 5 e/s inches (143 mm). In colder climates or wind regions where it is questionable whether the thermal -sealing adhesive will activate to seal the shingles, the shingles can be hand -sealed. Four evenly spaced 1-inch diameter (25.4 mm) spots of cement should be placed under the exposed portion of the shingle, approximately 1 inch (76 mm) above the butt edge. 6.3.3 Laminated Shingles — Heritage Vintage: For roof slopes 2:12 up to but less than 21:12 (16.67% to 175% slope), each shingle must be fastened to the roof deck using a minimum of five fasteners, spaced as shown in Table 7. For roof slopes equal to or greater than 21:12 (175% slope), nine fasteners must be used, spaced as shown in Table 7. Fasteners must be located 6 and 11-1/2 inches (152 and 292 mm) above the butt edge of the shingles. Maximum exposure to the weather must be 5 inches (127 mm). In colder climates or wind regions where it is questionable whether the thermal -sealing adhesive will activate to seal the shingles, the shingles must be hand -sealed. Four evenly spaced 1-inch diameter (25.4 mm) spots of cement should be placed under the exposed portion of the shingle, approximately 1 inch (127 mm) above the butt edge. 6.4 Valley Construction and Other Flashing: Valleys must consist of woven, open valley or closed -cut construction and must be flashed in accordance with Section 1507.2.8.2 of the 2018 IBC, and Section 1507.2.9.2 of the 2020 Florida Building Code - Building, 2015, 2012, and 2009 IBC or Section R905.2.8.2 of the IRC and 2020 Florida Building Code - Residential. Other flashings must be in accordance with Sections 1503.2 and 1507.2.8 of 2020 Florida Building Code - Building, 2018 IBC, Section 1507.2.9 of the 2016, 2012, and 2009 IBC, or Section R903.2 and Section R905.2.8 of the IRC and 2020 Florida Building Code - Residential, as applicable. Page 5 of 19 6.5 6.6 i Hip and Ridge Appli a ion: Hip and ridge shingle � j ust be placed evenly over hips and ridges, and must be fastened to the roof deck using two f s eners, one located on either side of the shingle, 5-1/2 inches (140 mm) or 5 e/ inches (143 mm) 11I m the exposed end, and 1 inch (25..4 mm) in from the' edge as shown in Tables 8 and 9. Fast f rs must be a minimum'/ inch (6.4 min) longer than those used in the field of the roof, as specifi 'n Section 7.5 of this report. The 12--% X 12 Hlp and Ridge and 12-% x 12 Heritage Hip and Rid 1IR prefabricated hip and ridge shingles must• be applied with a maximum exposure of 5 '/e inch (130 mm). Heritage Vintage 12 X 12 Hip and Ridge prefabricated hip and ridge shingles must b � pstalled with a maximum exposure of 5 inches.(127 mm). Hip and ridge shingles are installed starting at the bottom of the hip or from the end of the ridge.'opposite the direction of the prevai rjg wind. Reroofing: The existing asphalt s i gle roof covering must be inspected in accordance with the provisions and limitations of Section 5J10 of the IBC, Section 15, of the 2020 Florida Building Code -Building, Section R908.1 of th IRC, or Section 901.1 of the 2020 Florida Building Code - Residential, as applicable. Prior tot �eroofing, hip and ridge coverings must.be removed. Except as noted in th 'section, the shingles must be installed In. accordance with Section 6.3 and 6.5 of this•Report. F1, 'teners must be of sufficient.length• to penetrate % inch: (19.1; mm):into the sheathing, or throug i e sheathing where the sheathing is less than % inch..(19.1 mm) thick. Flashing and edging „st comply with Section 6.4 and with Sdction1611.6 :of the 2018 and. 2015 IBC and 2020 Florid .,wilding Code - Building, Section 1510.6 of the 2012i and '2009 IBC and Section R908.6 of th ?�018 and 2015 IRC, 2020 Florida Building Code - Residbntial, and R907.6 of the 2012, and 200 IRC, as applicable. 7. INSTALLATION MA' 7.1 7.2 7.3 7.4 Sheathing: The roof deck must be code -complying, minimum' %-inch thick (9.5 mm), exterior plywood complying with DOC )S-1; rated sheathing complying with DOC PS-2; or soild sheathing using minimum nominally 1 31 6 lumber. Underlayment: Under the IBC or IR ; underlayment mist comply with A`'.T::" C223,•,�.!�b ; !;r.�r.;r.'}y..n), ASTM D4869, Type I (mini art) or ASTM D6757 as specified ;, 8ecdc-i .6�-1 i." she �:,10 Florida Building Code - Build' , Section 1507.2.3 of the .PC car Saci?c.1 RSC5.1r: 6-f v"a rR„^,; and 202C Florida Building Cod Residential. Self -adhering Poly Modified Bitumen Sheet: The self-adhering poi er modified bitumen sheet must comply with ASTW. �­', 9?0. Starter Shingles: iii The starter course s i Igle consists of either TAMKO 1Q-;nch starter, TAMKO Shinf,le Starter, TAMKO Perforated S er, or a self-sealing three -tab shingle. If self-sea:ing three -tab sh;nglevare used, remove the exp 11 16d tab portion and install wi;n factory -applied sealant adjacent to the eaves. Heritage Vintage req iIas a Heritage Vintage Starter snown in Table 12 is tb be ins,alied over the starter course at the �1I�e edge. Page 6 of 19 7.5 Fasteners: ' Fasteners must be minimum No. 12 gage [0.105 inch (2.7 mm)), %-inch diameter head (9.5 mm), galvanized, stainless' steel; aluminum' or copper corrosion -resistance nails. Fasteners must be of sufficient. length to .penetrate,into. the sheathing 3/4-inch (19.1 mm), or through the sheathing, where the sheathing is less -than 314-inch, (1.9,1. mm) thick. Fasteners must be compliant with ASTM F1667. 7.6 Asphalt Cement: Asphalt cement must comply with ASTM D4586, Type I, Class I. 8. CONDITIONS OF USE The TAMKO Asphalt Shingles described in this Report comply with, or are suitable alternatives to, what is specified in those codes listed in Section 2 of this Report, subject to the following conditions: 8.1 Materials and methods of .installation shall .comply with this Report and the manufacturer's published installation instructions. In the event of a conflict between the installation instructions and this Report,'this Report governs. 8.2 The products are manufactured at.the locations listed in Table 1 of this Report under the UL LLC Classification and Follow -Up Service Program, which includes regular audits in accordance with quality elements of ICC-ES Acceptance Criteria for Quality Documentation, AC10. 8.3 See UL Product iQTm database for Prepared Roof -Covering Materials (TFWZ). 9. SUPPORTING EVIDENCE 9.1 Manufacturer's descriptive product literature, including installation instructions. 9:2- See UL Product iQTM database for the following: 9.2.1 'UL test reports and Classification in accordance with ANSI/UL 790, Class A and UL Subject 2375 for Roof -Covering Materials (TFWZ1. 9.2.2 UL test reports and Classification in accordance with ASTM D3462 for Prepared Roof - Covering Materials (TFWZ). 9.2:3 : ULtest reports and'Classification in accordance with ASTM D7158, Class H for Prepared Roof -Covering Materials T( GAH). . 9.2.4 UL test reports and Classification in accordance with ASTM D3161, Class F Prepared Roof -Covering Materials (TFWZ. ) 9.3 Quality Documentation in accordance with ICC-ES Acceptance Criteria for Quality Documentation, AC10. 10. IDENTIFICATION TAMKO asphalt shingles. described in this.Evaluation Report are identified by a marking on each package bearing the report holder's name (TAMKO Building Products LLC), the plant identification, the product name, the UL Listing/Classification Mark and the evaluation report number UL ER2919-01. The validity of this Evaluation Report is contingent upon this identification appearing on the package. Page 7 of 19 11. USE OF UL EVALUATIOI 11.1 The approval of buildii authorities having juri 11.2 UL Evaluation Report material or system by 11.3 The status of this rep at UL.com via the Pro lucts, materials or systems is under the responsibility of the applicable n. not be used in any manner,that implies an endorsement of the product, as well as a complete directory of LIL Evaluation Reports may be found r tnTM rinFonnan Ttshlm 4 —Mani And-ti i rinn i nra+inne LISTEE LOCATION FACTORY ID TAMKO BUILDING PROD 0,, TS LLC 7910 S CENTRAL EXPY D DALLAS TX 75216 TAMKO BUILDING PROD TS LLC 4500 TAMKO DR FREDERICK MD 21704 F TAMKO BUILDING PROD LLI IGTS LLC 601 N HIGH ST J JOPLIN MO 64801 TAMKO BUILDING PROD IFTS LLC 1598 HWY 183 P pHILLIPSBURG KS 67661 XICTS KAUL INDUSTRIAL PARK TAMKO BUILDING PROD LLC 2300 35TH ST T TUSCALOOSA AL 35401 Page A of It, Table 2 — Elite Glass -Seal Dimensions: 12-'/.," x 36" ------------------- ---r---------------------------------------------------------------------------------------- Plant Location(s): Frederick, Joplin -------------------------------------------------------------------------------- ------ - • ------ ------------- For slopes 2:12 up to but less than 21:12 NAILS ; i Fastening Pattern: Nailing --..._.._. _.. - - - - - &7/8" _.. Area- - -._...-------._......................_..._......_. _.._..._........_...._ _... Butt Edge ........................ ----------------------------------------------------------------------------------------- For slopes equal to or greater than 21:12 ; NAILS _lit lit Fastening Pattern: ; Nailing - 6-7/8" ................. - ' Area r----•--..._.._.............._.........................._...o..........._._._._..........--•--.. 5.5/8" Butt Edge Page 9 of 19 l I I axle J— nerIU e Dimensions: 13-Y4" x 38-3/e" ------------------------►------------------------------------------------------------------- ------ - -- Plant Location(s): Dallas, Frederick, Joplin, Phillipsburg ------------------------------- ------------------------------------------------------------------------------ For slopes 2:12 up to but less than 21:12 NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: 6-1/8 EXPOSURE 5-518" 12-1 /2"—+-12-3/8" —►�— ,11-i /1"—►� �1 " ------------------------I------ - - - -------opes-------equal---- -to-:or---greater ---- ---than- ---2----1:12 ----------------------- For sl NAIL ZONE FASTENERS COMMON 130ND Fastening Pattern: ; 6-1/8 EXPOSURE 5-518" 1 " h-7-112"-►h- 7-1/Z". -►�- 7-3/8 � 7.1I2"-►}h7-112'`� h-1 " Page *10 01,I9 Table 4 — Heritage Dimensions: 13'h" x 39-3/a' --------------------------------- ---------------------------------------------------------------------------- Plant Location(s): Tuscaloosa For slopes 2:12 up to but less than 21:12 1 "-►� f -E— 12-1/2"—-12-3/B° ---►�— 12.1/2" —►I �-1 PAINT PREFERRED FASTENER LOCATIONS LINES 7-7/8" NAIL ZONE Fastening Pattern: e F�pQ��EE B-1/8" OF GUMM BOND e EXPOSURE ' ACCEPTABLE 6-b/8" FASTENER LOCATION No / COMMONDB�ND PREFERRED ' LOCATION ------------------------ ---------------------- ------------------------------------=----------------------------- For slopes equal to or greater than 21:12 NAIL ZONE COMMON BOND FASTENERS Fastening Pattern: e FEXPOSURE5-5/8* 1 'I �-7-1/2'-►�1-7-1/2"-�-7-3/a"-�-7-1/2"-�-7-112"� h-1M Page 11 of 19 Dimensions: ------------------------ ►------ Plant Location(s): ------------------------------ r Fastening Pattern: 6-1/E 1= Table 5 — Heritane Premium 13-%" x, 39-3W ----------------------------------------------------------- ------------------ Phillipsburg, Frederick ---- ------- ------ ---- --=-- --------------------------- For slopes 2:12 up to but less than 21:_12 NAIL ZONE FASTENERS COMMON BOND POSURE 5-5/8" �+— 12-1 /2"—+-12-3/8" 12-1 /2"-� h-1 " For slopes equal to or greater than 21:12 Fastening Pattern: II 6'1 j -EXPOSURE 5-51W 1" f �f T-1/2'�►�+-T-112"-R - 7-3/8"-rji-T-til2 1►�4 7.AI2:''- Tahln R — Haritann Wnnrinntn Dimensions: 13 Y." x 39-3te" ------------------------ ---- ------------------------------------------------------------------------------ Piant Location(s): Dallas, Frederick For slopes 2:12 up to but less than 21:12 Oil. ZONE! FASTENERS -- w iV!tai3lV )30ND Fastening Pattern: 6.1! EXPOSURE 8-518" ' _ II �, '��I' oF--12-1/2'12 3/81'—�a-12-1/2"--�--1° ------------------------i---...:..-...P--.....--------9- ... -- -- For slopes equal to or reater than 21:1.2 NAIL ZONE/ ASiENERS.-r—f— COMMON BOND Fastening Pattern: t e� �IJ POSURE 5 Sr 1" i"�1!2":ra��.4-T-iPr-o s T-aka°-i�aa-7/24-7-a/2=�a� ••'� Table.7 — Heritaoe Vintane Dimensions: 17-16" x 40" Plant Location(s): Phillipsburg ......................... ------------------------------------------------------------- ------------ - ----- - For slopes 2:12 up to but less than 21:12 - 40' 8 ur�maw y Exposure = lbxam x / Notch Tj Fasteners Nall Zone Fastening Pattern: ' — — — �~ — — — y♦ 171�2, ts. • Exposure . i �S+I; 1' r--r9•IfJ'-r 9.17J--��•--9�1i4' i For slopes equal to or greater than 21:12 Alignment Notches . 6 Fasteners �- --�. Nall Zone Fastening Pattern: T 6' Exposure Apply under each tab I' diameter asphalt adhesive cement. Page 113 of 19 i Ta le 8 — Heritage Vintaae 12 X 12 Hia and Ridae Dimensions: c 12" x 12" Plant Location(s): ----------------------------- Phimpsk urg ---------------------------------------------------------- .------------ ' Nails Fastening Pattern: -• y' .- i J 1ir1 1 Exposure t'Ljd i�r Af('t :r r• ' « , Table 9—12-1/. X 12 HID and Ma le Dimensions: 12 Y4" x 12" ---------------------------------------------------------------------------------------------------------------- Plant Location(s):. ; Frederick, Joplin ----------------------------------------------------------- ------------------------------------------------ f Nails 121W w IFastening Pattern:I in. 1 in. 5 1/B° 5 5/8" Exposure e i 120 i e ' i Page 15 of 19 Table 10 Heritaue IR Dimensions: 13-%4" x 3931a Plant Locatlon(s): Joplin, Philipsburg _______ For slopes 2:12 up to but less than 21:12 NAIL ZONE �FASTENERS1 COMMON SOND Fastening Pattern: EXPOSURE 5.5/8" 12-1/2" —*�— 12-3/8"— 12-1/2"—►I - -- ------ - ------ ------------- ------------------------- ----------------------------- - � For slopes equal to--or--greater than21:12 NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: , 6-1A SURE 5-516" ; ; 1" It-T-1/2"�-7-1/2"-�- T-3/8"-►�1�-7-1/2"-►�-T-112'`�� �--1'� Page 16 of 19 Table 11 Heritage Hip and Ridne IR Dimensions: 12-y-" x 12" e ------------------------------------------------------- . ----------------------------------------------------- Plant Location(s): Joplin ----------------------- ----------- -------------------------------------------------------------------------- e e e i e e e e i i /r Na311s Fastening Pattern: 12-Y w e t 5 1/8" Exposure t ° ° 12°e e • Table 12 Heritage Vintage Starter Page 17 of 19 TV, 1 I" I I Dimensions: 13-M" x 39-3/0" --- - - - - - -- -- - - - - -- _ - - -- --- - - - - -- - - - -- - ---- Plant Location(s): Philipsburg and Frederick For slopes .212 up to but less.fhan 21:12 Preferred Ftlstener Lacallotis , , F D•-riad Zone Fastening Pattern: ; + � EEEtz � � �• ' ^ �' x V Acrr fihhh rt,tr±nerLeCAiian s - °ffmfer ed Fastoper Lot A uii i -________.________________------- _ -___ _--_:-__ ______ __--_ _ - For slopes egtaal to or greater than 21:12 Iqr- -- s•a�a°--�..; .,.._7-sus°--�~ ;--- t�.at�°-=--I , f2equ'srr.�d F f ,tenor Locations,' I \N31nt Lim r, , Fastening Pattern: �,. i z c " ,Requirrtd Fastener Locai,on Page 18 of 19 U 2020 UL LLC ,i This'LIL Evaluation Report k re: a:- �,rdcrsement or recommendation for use of the subject and/or product described h©ret►.: Fhls rgpori rs :ot che U, '`L►sting or UL Classification Report that covers the subject -product Th6 subject pr, u.^.;::� LIL L is';ng or b.L ,,!&sification is`covered under a separate UL Report UL disclaims all.re i s?r'a.'rer ►r:^express or implied, with respect to this report and the subject orl5mcicrc' d�asc.:,,�` r? c Pc `s a`til report may be based on data that has been generated by laboraton9s <ot1 er':ir r, L sltat are crecfite`d as commying tivith iS0/IEC Standardt7025 by the lntematina'iAws^"';0,2 S� ; r ".r:S;�y,ar,� other. accre�'itaticn body that is a signatory to the Internationp+ Lr r�r^'r r r.�. ;roperal!o,,` ILACj Muttiai Recognition Arrangement (MRA). The 7, ^ `' sFsciflc type of testing covered in the test report. GIs #he'ay t ,�c f'Y��. r�r-�1'� l t� ► a,respchsrbi(ity of the accredited laboratory, UL does not accept responsibiit fed ft a�. ae; c; i�G daia Page 19 of 19 ..